Loading...
Specifications (2) BU P 2007-005 2 3/S I T2007-0003 3 MIRAGE STORAGE 11708 SW WARNER AVE City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 January 15, 2008 RE: SITE WORK FOR MIRAGE STORAGE �A. .D Project Information Site Permit: SIT2007-00033 Construction Type: 2-B Tenant: Mirage Storage Occupancy Type: S-1 Address: 11708 SW Warner Rd. Occupant Load: NA The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007edition and the State of Oregon Fire Code (OFC), 2007 edition. GENERAL The private fire service main shall be at least 30 inches below grade. All piping shall be inspected prior to backfill. FLUSHING The fire service mains shall be completely flushed. The flow rate shall not be less than a velocity of 10 feet/second in accordance with Table 10.10.2.1.3. 10 feet per second will be achieved @ 1,560 gpm for 8 inch pipe. Section 10.10.2.1 NFPA 24. HYDROSTATIC TESTING All piping shall be hydrostatically tested at 200 psi and shall maintain that pressure without loss for 2 hours. The test pressure shall be read from a gauge. Section10.10.2.2.1 NFPA 24. EROSION • Erosion control measures shall be in place prior to excavation or grading. FIRE DEPARTMENT ACCESS • The driveway is considered a fire department access roadway. The driveway shall be capable of supporting a gross vehicle weight of 60,000 pounds. ACCESSIBILITY • Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). • Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 109.1 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 10642 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, 411 ow. if la Dan Nelson, Senior Plans Examiner (503)718-2436 dann7a tigard-or.gov 4. City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 January 15, 2008 • • RE: NEW 44,970 SQ FT BUILDING FOR MIRAGE STORAGE TIGARD Project Information Building Permit: BUP2007-00523 Occupancy S-1 Tenant Name: Mirage Storage Type of Construction: 2-B Address: 11462 SW Pacific Hwy. Occupant Load: 90 Area: 52,500 Sq. Ft. Stories: 3 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; and the State of Oregon Fire Code (OFC) 2007 edition. 1) All construction shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. 3) All deferred submittals and shop drawings shall be submitted to the Building Department for approval prior to installation of said items. FIRE LIFE AND SAFETY/ GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. (Sec. 1008.1.8.3) All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (Sec. 1008.1.8) Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. (Sec. 1011.1) Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 1/2 hours of illumination in case of primary power loss. (Sec. 1006.3) FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 illumination shall be provided with a second source of power in case of primary power loss. (Sec. 1006.2) Portable fire extinguishers shall be installed in new and existing Group A, B, E, F, H, I, M, R-1, R-2, R-4, and S occupancies. (OFC Sec. 906) Live Loads Posted: The live loads for which each floor has been designed to exceed 50 psf shall be conspicuously posted by the owner in that part of each story in which they apply, using durable metal signs, and it shall be unlawful to remove or deface such notices. The occupant of the building shall be responsible for keeping the actual load below the allowable limits. (1603.3 OSSC) American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. (106.3.1 OSSC) Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy (109.1 OSSC) Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectf Ily, (3-PA , s I. 1 Dan Nelson, Senior Plans Examiner (503)718-2436 dann @tigard-or.gov 1 I a ! _ TO TUALATIN VALLEY WATER TO LOCAL PLUMBING THRUST BLOCK • • i SEE NOTE 4 DISTRICT STANDARDS CODE STANDARDS , ,/ 1, DISTRICT APPROVED _ I RETAINER GLAND t3ACKF10W DEVICE 5� 18' MIN 24' MA'x SIDEWALK ADJACENT TO CURB ( `� NOTE 3 . P' SPOOL FLGx PE O, /- > — FLANGECOUPUNGAOAPTQR AIL _ SEE NOTE 1 - : _.. _•����� _ .___ - ��� �0I 1� VALVE RISER ■ I COMPLETE 5841 1 7-)t} FLOW # �.. ' 1' �' ►�'/ iil��( it"��"'" i _ SIDEWALK 18" MIN 3" MIN ► # zo c...) i eesegg f 6' MAX BREAK FLANGE I �,� I ° y0- N v .r.. !;:p r x-s' .,Viz_. ' ti y���'4'a' r. w_.w ,w .• ,• ,w ,` rw- �� , + ��, k ;4: r.��. P . -r. � M!N � I ^� .__—II N.'.r'%1 :3_, r -?z"`' ,.,r ` . .dF"r" ,, ,,, ,,}' - ; i x '3 I''. ii •, .•. ,• _-,•• .t• r,,9. m� 4 ii'c^`.,, a F'�.F FF.%;:> �ry',:�i z, � ,a-• ,��' � •+r r r r� + a a a + N in--ur.- 1- '-4 r RENEWAL 6/30/09 N III I OPTIONAL FEE DEPARTMENT t �.,., ,;�{} ` .. `;i -".-4 `,. , ,.' E V �;, :sr -u. I I I I MARSHALL ON. CONTACT LOCAL FIRE II .�.ZKE• iC'-yYl .' '' fl }'`C.''''113':�t 4 1 / I r �4 CU FT MIN r�r r ;,> x� ;� ! LADDER MEETING OSHA l 1 ll ( �1 t .., .. `. REQUIREMENTS 7" • I ! L�,., SEE DETAIL 300 AND `- -1+1*------' : +ter �r• 'ate M-':,. I ;. `' `'' �-6' DUCTILE MEN PIPE m■ _., .s`` SPECIFICATIONS I ! a`r>. N*;1;',..17-, _ .r►, + I !; R PLAN 4,4 ALTERNATE FDC LOCATION �I If■1f ift OA , ► l. � I,�I ,.:; 4,,,,,4.....-4, ' fi r s,.>.��.k=M-,K,. m III I ,l'',7,',9; QR fib'' . �,G Y;r a t'{ .3 I-1- . r,� o ��;�.��, Y�" . ;� ���;�,,. � r ��;, " MIN 6" MAX �;:sfz;3-} z•k-�.. <.�-��;,_ � ..�,-�� �'"vK n' � `;n GROUND LINE STORM DRAM 4_:4,,, n.1,4,,4 ..,r..Y "- .M-•`1 "ma el } ♦ J `r - It r<".1`r n-.�, ,�-�,; '� r��,. 6 M�GALUG RETAINER �� ���� �, . �J s� � jj\• I_ �� $fri 5.t. _ ,' r flU l j� - I' •=PIER 6 GATE VALVE # ` j r si Z in FLG x NJ `4,. r-----I t " -th l'S Ix c BLOCK ` ! fl 3 MIN III /I ;. .rs -- o a NJ x 6' FLG TEE 1 H "' III �j y CY_ n SEE MATE No 1 I ',._: I I I i I I TRUST BLOCK ---a----CLEARANCE ON -4i-I, ,, LL] "11 VALVE U CLEARANCE r ,,, II l ISOLATION BALL VALVE a o cii m o I I III INUNE CHECK VALVE i i =°z 144( 3 N SIDEWALK WITH PLANTER ; +� n Q STRIP AT CURB Ie MIN ii iii+I , -i .e- _ Ilr� i■I�■ I_ _ ': < w m`� 24 MAX ���{t� � � 1 ��� ■ = �, , � t l RODENT �o III SCREEN c Q II- t CONCRETE BALLAST ` — —— _J1 -- --4I-i- I: o SEE NOTE 2 I �,�--''�1 PPE STAND 12" M 1 i i I j us c`o 3' MIN 1�1�__L� Z .. ___ 1L�� 0 �' SIDEWALK 6' r I I �. _ II BREAK FLANGE . 6 MAX ` Y iz n, 4w ` I I I R �- - },:�. .���,�vF ____ � :k�;;-.Y..,__,., DRAIN TO DAYU[;}iT OR Al I III PROVIDE 1/�3 HORSEPOWER -`- -- -- - • -a --; :Y r ,' � �., — a �, : I I STAINLESS QLESS STEEL SUMP 320 FOR p �: ,y � ".k-N - � , r::, r�a ,} , r nn, ',r y .., ELEVATION _ SUMP DETAILS. !; i ;: � _.` ± � ���' a 4t:��%��.�- r ,. °'�... � �� ,•�" �;+ 4 � I f' �I hl• '40'- UTILITY UTILITY gILCO VAULT . VAULT NOTES. 4FTCREF> . . .._.... . _ SIZE WITH FDC * W/0 FDC '� DOOR * I. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH 3 577-WA 577-WA J-5AL NON SHRINK GROUT 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU 4 577-WA 577-WA J-5AL YDS MIN AROUND BASE OF VAULT WHERE FLOODING OR I*GH GROUND WATER EXIST N TES 6 676-WA 6 76-WA .. _ J--5AL 3. CLEARANCE BETWEEN WALL AND DEVICE 8" MIN,. 12" $ 687-WA 687-WA JD-3AL MAX,. EXCEPT 8" MIN, 9" MAX, FOR 660-WA VAULT 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE 4, THRUST BLOCK 1'-0" MIN THICKNESS _ IN ACCORDANCE WITH DISTRICT t ONSTRUCTION SPECIFICATIONS. 10 5106-LA 5106--LA JD-3AL { ,,) - 5. DETECTOR METER TO READ IN CUBIC FEET W 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. * "OR EQUAL" APPROVED BY DISTRICT ENGINEER ; 1 ( 1 /- DETAIL No. LU c 3. PLACE:P ENT OF COW. A FH IS PROHIBITED, DOUBLE CHECK �.D cc \, TualatinValleyWater District J ` DETECTOR ASSEMBLY �•`B F 20 C; t ----....___-__.-- DETAIL Nv, REV 1/31/02 I w I z CC cr �. �► FIRE HYDRANT TualatiuValleyWaterD1atrict f ` STANDARD INSTALLATION 101 O Emil CC B afill GENERAL NOTES Cr) w ° VP'! I Q #)STORMFILTER BY CONTECH STORMWATER 50LUTlONS; PORTLAND,OR(800) 548-4667; SCARBOROUGH, ME(877} N 4"o OPENING 907-8676; LINTHICUM, MD(866)740-33 18. U-I OUTLET STUB PERMANENT POOL 2) FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. 0 (SEE NOTES 4*5) ELEVATION 3)STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. T F-- 4)STORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF 0) --I 0" G. i.:.�.`_.:',%11,.-.-..:;:`:; APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. o) �rr"-- .,., OVERLAP 5 1/4 ----� 5)CBSF EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD OUTLET - I` STUB#S 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB 1S 1 5 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING >- is x,,7t.;,8•a::'o,r.::th>..v,:"'»'';ge::r;.�.•�,`�:.�?5`,GS:a:,°w:ak'.:�;..,..s,�,:5'±3'c#�`c.:^t"s. r,1 ah J.IN CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 'CC WEIR WALL =. M - VARIES 6)FOR H-20 LOAD RATING,CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO �= - �:,�.�.∎. " ,' ; 2' 3 518" 2'-3 5/8"MAX. BE PROVIDED BY CONTRACTOR. 5" M I : ; 7)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE , n `'�� 3 =.. 5' INFORMATION. III11111/.`∎6.`r ���i� i I lit 47% t,. I -CARTRIDGE CATCHBASIN �:► N'P STORMFMLTER DATA N ∎■�`•■61•"��11f� OUTLET STUB STRUCTURE ID XXX (TYP) INLET STUB WATER QUALITY FLOW RATE(cf5) 0.0 18 SCUM BAFFLE \�` � r,. to s (SEE NOTES 4$5) PEAK FLOW RATE(<! cfs) 0.80 € 2 (OPTIONAL} INSIDE—.tip.- (SEE NOTES 4$5) RETURN PERIOD OF PEAK FLOW(yrs) 25 "' CARTRIDGE FLOW RATE(I 5 OR 7.5 qpm) 7.5 `" tt ' 2"0 OUTLET PIPE MEDIA TYPE{CSF, PERL(TE, ZPG} PERLITE ^ ,,, ;,;',.:7,,,,,:m_:,:, V4;;, ,„3.,��3,>7 ,,;k.1. ...;.W, y y: 'f irt- •: _ :; uf .> FROM UNDERDRAIN I. 2'-0 1/2" LL OUTSIDE RIM ELEVATION . 2I8.00 PIPE DATA: I.E. DIAMETER 6 REINFORCING BARS 1-CARTRIDGE CATCHBASIN - SECTION VIEW B INLET STUB xxx.xx' xx° SITE CIVIL INLET STUB {5EE NOTE 6) OUTLET STUB 2 1 5.70_ 10' (OPTIONAL) 2 DETAILS (5EE NOTES 45) I CONFIGURATION OUTLET f _ „ OUTLET 1-CARTRIDGE CATCHBASIN - PLAN VIEW •`I.. well INLET INLET DATE: 05/31/07 LIFTING EYE SLOPED LID YES 4"0 ACCESS COVER (TYP OF 4) NOLIDS O G#AL REQUIREMENTS: NO DRAWN: I K F INLET GRATE OPENING Q . CHECKED: C N H 2 I/2' "'— '�°� INLET GRATE ACCESS COVER 6 ..-_, � _ .. .... ................. ___....._.�__.. __.. ._..w ....._..,_. � . _,_.._,._ _.__. ,_... _ _ FILE: 5077ESC42 2 #t ;--1-1,—. : REVISIONS: II 1 ��{ .� .. � �'x. �COLLAR i �3.7-at / LIATION +fr. �► �►•�►:•1 • 2,111111111 11 (SEE NOTES 45) ►♦♦♦•►♦•r TVWD REV 07 A �`�\ i►♦♦+�►♦� ♦'►.►4: OD O T 11 /26,/07 STORMFILTER CARTRIDGE 1,-0, _ _ i►♦♦♦♦�►♦♦♦♦♦♦♦♦♦♦ 1 C.O.T 12/16/07 ou�� CARTRIDGE(r'F) SUPPORT (TYP) ♦♦♦♦♦♦ INSIDE RIM• 111111111 ;►♦♦♦♦ CLEANOUT ACCESS (SEE NOTE 2) ` ♦♦♦♦,�.♦ 3 AFGHAN ASSOCIATES ,"II PLUG ON WEIR WALL ._„1, 1�r♦♦♦♦♦.►♦♦♦.. 2005,ALL RIGHTS RESERVED UNDERDRAIN I. �{ •I THESE DRAWINGS ARE THE PROPERTY MANIFOLD �' r " .. ' r s OF AFGHAN ASSOCIATES INC.AND ARE '' NOT TO BE USED OR REPRODUCED IN INSIDE INSIDE 1-CARTRIDGE CATCHBASIN - SECTION VIEW :.�' } ANY PERMISSION OF AFGHAN R 4'-4 3/4" r> ASSOCIATES INC. OUTSIDE INSIDE RIM INSIDE RIM THE STORMWATER MANAGEMENT THE 5TORMWATER MANAGEMENT THE STORV'WATER MANAGEMENT SHEET 1-CARTRIDGE CATCHBASIN - SECTION VIEW A StormFeItere 5tormF,Iter® 41-5 3/4„ Stormndter& U.5,PATENT No.5,322,629, U.S.PATENT No.5:322,629, OUTSIDE RIM U.S.PATENT No.5:322.629. 1 No No.6,609,048,No.5,624;576, No.6,609 .048.No.5,624.576. 1-CARTRIDGE CATCHBASIN - TOP VIEW N°.5,707,527-N°.6,027;639 No.6.649.048,No.5,624,576, AND OTHER U.S.AND FOREIGN AND OTHER U.S.AND FOREIGN AND OTHER U.S.AND FOREIGN 02006 CONTECH Stormwater Solutions PATENTS PENDING ©2006 CONTECH Stormwater Solutions PATENTS PENDING ©2006 CONTECH Stormwater Solutions PATENTS PENDING CONTECH® STEEL CATCHBASIN STORMFILTER DRAWING STEEL CATCHBASIN STORMFILTER DRAWING CC*NIFFNAHS STEEL CATCHBASIN STORMFILTER DRAWING . ler Q : 0;i;;0L STORMWA . ,� STORMWA .,. �STANDARD DETAIL - 1 CARTRIDGE UNIT STO STANDARD DETAIL - 1 CARTRIDGE UNIT / STANDARD DETAIL - 1 CARTRIDGE UNIT 1/3 SOLUTIONS. 2/3 - SOLUTIONS 313 oontechstom water.com DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSFI-S-DTL I DRAWN:MJW I CHECKED:ARG oontechstormwater.clom DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSF1-S-DTL I DRAWN:MJW I CHECKED:ARG contechSt rmwater.COm DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSF1-S-DTL I DRAWN:MJW I CHECKED:ARG JOB NUMBER: _ 12/16/07-REVISED PERMIT SET A05077.11 • � PRO/-33, STA 12+80, 25'LT. LUMINAIRE SCHEDULE ,0 ' , �. INSTALL LIGHT POLE tv , --- -- --- . .' 1' 1' 0 Ail°f PROJECT: MIRAGE STORAGE , . ` oe. �....C- ,- E ''- L t L7+�',.>. q++',°t ^U t i'' Ir^r" - ,a �• ,1 � t.✓ , »,ewe=' s Fry t � �,i`'r i x ,r , -.�;: 1-'-.'"".;;;•{'r , �,`- t \� " . ^ 4 _` a QTY LABEL DESCRIPTION 3 4� ca'rw 4fl. t;A ..5:0 Øf! Ar �� � �m `y, Y � * WATTS LUMENS ARM ARRANGEMENT,.tits411),,_..___ p. .. ,' 3• 3.4 ' '''' .1,7 ,�g, i ' MI - Y YE'; °-.,,; - 7IC °'- ��5 3 3 5 3'2 g �`6 3 LP1-PROPOSED STREETLIGHT HPS, 200 WATT COBRAHEAD, MOUNTED ON A 30' DIRECT BURY WOODEN POLE 200 19100 6 90` SINGLE N.Q„ , .-� 3 4 2' 2.� :\.11,v_ RErn�t a/3o/�Q•' ��' ,�.,i`�` '� � 8 3 3'2 2 8 2 8 '" 2 3. 3 33 3� .2 29 27 2� 1 , • S 0 2.0 K 6 5 2 B 2 5 3 '� �1,0 NUMERIC SUMMARY 3 3 3' 2• 3.4 A ' im STA 12+34, 52 LT. 2° • ' 3.`\ 2'� a� 2'g 3-A 'a • INSTALL LIGHT POLE ;1.2 ;: 2 +�8 26 2 2-- 3.°6 30 2.3 2 2� 35 3.B ���� '\.1® r, - PROJECT: MIRAGE STORAGE 2 2.3 5 i� V .4 2 3 2. 3 3.1 �► �� LABEL CALC TYPE UNITS AVG MAX MIN AVG MIN MAX MIN 5 I 2 6 2.4 2.3 a � 12 x18 trade f MAX/MIN 2..\ 2 A 2.7 2 k 3 3 �, Nar ME Is Iff 9 2 3 • 2.6 7 3' 3 5 lin -.� - SW WARNER AVE ILLUMINANCE Fc 2,36 3.90 0.69 3.39 5,61 t1 17 ! g 8 2• 35 2.• . ID .° ' 6 0 2' k 29 3:'1 SIGN 1 SIGN o 5 2 3 4 .5 , • 5 iif,"]4c NOTES 4 - 2 27 7 U• - o 4 -- 2..6 3.2 2 3 -, c rTOWAWAY1 6x12 2 0 � 3 2 -.'- 12'x18` 1. LIGHT POLE SHALL BE PGE DIRECT BURY WOODED 30 WITH A 6.0 FOOT ARM 1 3 .3 2- 2.3 3.5 W A 1.„ 3 4 I . .A- 23 A 2 �� ` f 3 2 2.2 2•$ �;� . �y y� 4 2. JUNCTION BOXES SHALL BE APPROVED SPLICE BOXES. APPROVED BOXES ARE: W c,-.�; cc, 3' 1• , 1 2. 3. :7 '�i►'. SIGN Z •"' =2 27 2 5 �� ASSOCITATED .■.■■ m 2 2 2�4 2:3 �'* M¢ PLASTICS PV1324-18 - ' j w- .n✓+w rxre vsv�..,e • - rcu....w ... j�/4 .,:,wsscw».r a. wrz a: ,. mx .. 3 N Z -- 000 PG-1324-2511-B4(GREY) QUAZITE C3 �'c, STA 12+08, 24'LT. • '.N,r t.:). �w.,` _______.__._ CDR A10-324-18 z ;°a INSTALL LIGHT POLE o / � : CURB "ELECTRIC" OR "POWER" SHALL BE IN THE LID MARKING AREA. - 6 a 3. LUMINAIRES SHALL BE PGE APPROVED COBRA 200 WATT HPS, MEDIUM SEMI CUTOFF, TYPE III !U t-M f I - DUAL VOLT, HORIZONTAL POSITION, AREA LIGHT W/R4 PRODUCTION REFL. M - , FACTOR REACTOR BALLAST, FLAT LENS, WITH TWISSTLOCK P.E. RECEPTABLE. m �. f APPROVED LUMINARE IS o i `'-. '\ I , GE M2RC25S-GMC3 STA 11+12, 16.5'RT. I = �`,, - iiii STA 11+78, 12.5RT., OR Pty APPROVED EQUAL 4, THE PHOTOELECTRIC CONTROL SHALL BE APPROVED TWISTLOCK, FAIL-ON, i` ELECTRONIC, 105-300 VAC, 60HZ, RATED 1000 W TUNGSTEN (1800 VA BALLAST), 1,5:1 _ �. -- r; .1"')4;t. TURN-OFF DELAY. I °`_ PHOTO ELECTRIC CONTROLS ARE , DTL D124-1.5-SMBR E RIPLEY 6390-CBR ` s',--. 5, THE WIRING FROM THE SPLICE BOX SHALL BE ELECTRIC APPROVED #10 AWG, 600-VOLT, 3-CONDUCTOR, TYPE TC WITH SUNLIGHT RESISTANT JACKET, 45-MIL JACKET, SUITABLE I FOR DIRECT BURIED APPLICT1ONS INSULATION IS BLACK, RED, AND GREEN PER NEMA _ I WC-7 FOR NEC APPLICTIONS, RATED 90 DEGREES C DRY AND 75 DEGREES C WET. I 4 f II �,v.,., THIS CABLE IS MANUFACTURED BY ROME CABLE OR APPROVED EQUAL I< . W 1 FOR 240-VOLT APPLICATIONS, THE WIRING CONFIGURATION IS: >' p i s BLACK AND RED (HOT) 0 l GREEN (GROUND) (5 cr F M, � PERMANENT SIGNING LEGEND <lc 1......1 ( s k I m 1 * MAY USE 6" SIGN GENERAL SIGNING NOTES: et Q Z ON STOPPED LEG IF COLLECTOR TYPICAL STREET NAME 0 s 1) CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE FOR STAKING SIGN LOCATIONS '� OR LOCAL. SIGN INSTALLATION FOR 0 4 STA 11+10, 12.5RT. TYPICAL STREET NAME SIGN • AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL _ INSTALLATION FOR ,� ��, ARTERIAL INTERSECTIONS. SIGN LOCATION OR AS SHOWN ON PLANS. IT IS NE CONTRACTORS RESPONSIBILITY TO VERIFY NE FINAL STREET CC STA 11+12, 16.5'LT. f I3 41 LOCAL & COLLECTORS �,- NAMES WITH THE COUNTY SURVEY OFFICE AT 846-8723 WORE ORDERING AND INSTALLING STREET NAME SIGNS, i s► INTERSECTIONS. CO u5 0 +- j 6 2) ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE COUNTY'S 0 r or? PERMANENT SIGNING LEGEND. �-- pP 95 LUc'J < Y 5TH OF +S, /� � N- 3) NOT USED. .:tc „tor, I :-4 I OP" :: 1 0.1% 016:010 (1115 I-- .1 it F 7, 1 . f I g.5 SAN 4) POSTS < 0) r S SifrStir- tio- A MINIMUM OF 2 X 2 INCH X 10 FOOT GALVANIZED "UNISTRUT TELESPAR" OR 12 GAUGE >- vv ., CC :; 0 PERFORATED POSTS OR APPROVED EQUIVALENT SHALL BE USED. aC t ,' A 2 X 2 INCH X 12 FOOT (MIN.) 12 GAUGE GALVANIZED "UNISTRUT TELESPAR" OR 12 GAUGE r 0///°°/ PERFORATED POSTS OR APPROVED EQUIVALENT SHALL BE USED WHEN A COMBINATION OF C.� �,� SIGNS IS MORE THAN 36 INCHES IN HEIGHT. SIGN COMBINATION AND MINIMUM SIGN MOUNTING 1,1 n , I I s HEIGHT SHALL DETERMINE POST LENGTH, I • zd ' * *e' ,. INSTALLATION Ia_STA 10+45, 16.5'LT _ ENGINEER IS OBTAINED.S + - CURB t PERMANENT SIGNING LEGEND Y3 R HOVE NO SAME DUSTING SIGN (N)AND SAVE EXISTING (M)SIGN SUPPORT LIGHTING 8c v _ :,....... SIGNING PLAN cn I `i '_; gt ', . SIGN TREE o RLN RELOCATE OQS1R G SAVED SIGN(N) AND DOSING SAVED (U) SIGN SUPPORT ,( Z RLM CURB ( 4 ; !I u.,. /.- J \ ii �` _ -:.;_,,. DATE: 05/31/07 Vi; } fq f`:is_ I . ��: c �€ t • � � _ � MAINTAIN AND PROTECT EXISTING SIGN (N) AND SUPPORT (M) . .. _..._ MAJOR ST. o 31 ' f{ DRAWN: I K F p- s'' r: i F 1 'I- 1 © NEW SIGN (N) AND SUPPORT (M) s 1, CHECiiED. CN H p ' ' SIGN TREE SIGN TREE N = SIGN NUMBER FILE: 5077030 ,.. �, M MATERIALS, OPTIONS ARE ar F° CROSS INTERSECTION TEE INTERSECTON s = PERFORATED SQUARE BREAKAWAY STEEL REVISIONS: j ` ,, 1; # 3 /��� f i '� SIGNS SHOWN WITH BROKEN BORDERS ARE 10 24/07 .� �. �,. TYPICAL SIGN LOCATIONS � > EXISTING. TVWD R E V.11 0 7 07 / / I NTS v ODOT 11/26/07 fl 5/16" GALV. OR SIGNING MATERIALS C.0.T 12/16/07 4 ALUMINUM ALLOY WASHER~�4"... STOP & YIELD SIGNS REFLECTIVE SHEETING, TYPE III SCHool ADVANCE AND CROSSING SIGNS YELLOW/GREEN REFLECTIVE SHEETING TYPE 9 a AFGHAN ASSOCIATE$etc. 0 2005,ALL RIGHTS RESERVED ar FACE SIGN I!� STREET NAME SIGNS LETTERS - SHEETING. TYPE III ;( , (POST & OVERHEAD MOUNTED) BACKGROUND - REFLECTIVE SHEETING. TYPE III THESE DRAWINGS ARE THE PROPERTY L ( ) O SE OR ASSOCIATES INC. ARE rnul 3/8" X 7/16" DRIVE RIVET ALL OTHER SIGNS (POST MOUNTED) REFLECTIVE SHEETING. TYPE HI OF AFGHAN • • OVERHEAD SIGNING REFLECTIVE SHEETING. TYPE Iii ANY TE R,EXCEPT WITH THE PRIOR f £ " " 18* WRITTEN PERI�NpSSi01V OF AFGHAN 2 ANCHOR SLEEVE 23 X 23 , 18 DEEP (EXCEPT STREET NAME SIGNS ASSOCIATES M. C ANCHOR 2A X 2 ", 36" DEEP TYPICAL SIGN S/ZS SHEET Ems, SIGN POST 2" X 2", 12" DEEP } �� STOP SIGNS -�30"x30"" 1 3 i SPEED SIGNS 24 x30 ON LOCAL STREETS (THE WORD LIMIT SHALL NOT BE USED ON Q ■ ■ III SPEED SIGNS) 30x36 ON COLLECTOR AND ARTERIAL ROADS. NO PARKING SIGNS - R7-2A IS STANDARD, WITH A R7-201 12"x6" "TOW AWAY ZONE" f"�'�`�l'r � 12"x18" ON LOCAL ROADS, 18"x24" ON COLLECTORS AND ABOVE, WHEN L IGHTING AND S IGNING PL.A N $�$ it . POST ARROWS ARE USED SIGNS AT BOTH Nos TH �; Y� E OF E ZONE SHALL, HAVE SINGLE ARROWS 0 •it-�'li. --, SLEEVE POINTING IN THE APPROPRIATE DIRECTION WITH DOUBLE ARROWS IN BETWEEN. SCALE 1° = 20' �ti�� ► . . ,���• ANCHOR II 3/8 X 7/16 (NO PARKING SIGNS TO BE PLACED AT 45 ANGLE TO ROAD) C4 . 4 q$ 4P���� DRIVE RIVET FOR SPEQFIC SIGN DETAILS (SUCH AS THE "STS STUB SIGN") CONTACT THE COUNTY TRAFFIC ENGINEERING SECTION AT 846-7950. JOB NUMBER: TYPICAL SIGN INSTALLATION 12/16/07-REVISED PERMIT SET A05077,11 NTS LEGEND AC ASPHALTIC CONCRETE CB CATCH BASIN •CENTER LINE CONC• •• -CONCRETE D/W• • •• •DRIVEWAY DECID• •• -DECIDUOUS TREE FH FIRE HYDRANT • GA GUY ANCHOR IR• -IRON ROD IP• -IRON PIPE IE• -INVERT ELEVATION LP• -LIGHT POLE MH• •••• -MANHOLE PP- POWER POLE WV WATER VALVE WM• •-•• -WATER METER UG• •-•• -UNDERGROUND UTILITIES UV• •••• -UTILITY VAULT VB • ••-• •VALVE BOX —E—• --• -ELECTRICAL LINE X TREES TO BE REMOVED _,.-._.. _ " r OTREESTOBESAVED _ „ 4 Ci. , NOTES r;. O'to , . e µ.,»• -w w • J,a`v/a cwF` .r H r ,....zr N>^ .... ,r-, v.rwu, v.a«u:w.w,rx-l,...n vus,,i, 1 WASHINGTON COUNTY CL' 3 ,K �, �.. �. VERTICAL DATUM: NGVD 2 M BASED FROM OCA GTO g„... r ...nom dry ,.r ,_ ,. ,-..�, -.... ..,.>..:. ..,,,.. ...,... <„�... ._.. -....,,. _ .S' ;s �' �y '�_.. BENCH MARK NO 402, LOCATED AT THE SE W _ca 1: J .. ,,_, ,....J, w:.;F.n.X,a^ -nr' •" .n /+"r,,,' ..s wn.... f CORNER OF THE HWY 99W OVERPASS OVER _ ri m � � � � oaf� n Kr 't Q rw o w, r .r-^ c_p,. •` ,,, „r ,..r. .,.-� ... ._.. y<{ 0;'" ' t, of ttf Q., . to r., , 03 • O s 4 f C) uY r Z 2. ONE FOOT CONTOUR INTERVALS,i° fF,m«'+.,",F,a,m �,. s' ' a VV -CO 0 0 ' 0 :': 1 w .. ' ' y m µ . D HIGHWAY .� L :, ro .,. TOE u . ,�,.. SAVER 2�7} , .,:' ;; -. �r N d=,. t ATE HIGH " ..�..---- _ - x- ,r` F< GRAPHIC SCALE ° , ..... `C ,P'M '' .►J Fri _a°t ±,r c1 co to _: sl �/ Y`' 0 10 2R}_. , _.„ ,..._„:, :.,_,, .„,,, ,„ „.„ ,.. . s' 1 inch = 20 ft '�:. *.' __--�'.— /`` r. '• .- „ry�js:k', .,;., _ 2-•:-.'''' "„max= r- ,.,,,,,,...- ...`..5.� �{' ,o r ( - {. -'' -`'' ",:;1.'",,,, — ...--�",-~ `Ya' slr ` ev i , ` te" f` t 5. .r! tar dy°' _ .. __ ,o. '::', ,..,r,X I/ ,.. '',..,;''', t !+ V ,:4 • +.. r„-.5 r is �}3- , a w' ” ,„ „,..- ,,. :. •-_‘,. „tor._-::,,,• -.......„ : lot ” ' LI i (--,-,. ....„., ...... .. .. ...,. ..... q „.„...:, ..,,,, „ .. „:„„, „...., .:::::.:, " ,,..,....,.,,, ...,.., ..,.....•••,,,,,,- . ,.,,„_„.•-.....,. .„,• ... , ......„-0,--. .. .• .,_.,„ . ..• ...„I-,) <,--,0,..„ f? 1 t ,r ?2:,'..A..„,,,, S V\, Xs -,., 114:( LU . .. ' -". )( „„.„ , . ., , = < z '•::,,,',.',..*,,..„''' . • ''''''''.7..':;'1X, '.---;: v)(X,i,,,_, l''' /: '`.,\.1 • - \ Z■Z' \1 CD 0 1 e '-;:j•-''-' , '-:-" ----, X`,.. -----',..\,y; ei5i"—ti Illimil yl t;,. 4� r.`"`"r.t4T wH ,xH> F v•� :,,,...,,,& ,,,„, ..,,,, „ Ti ._,,,, 41, (111)i 1 � � Llal f +, l EXISTING, N i 1 BUILDING% °`5 0 .,..,..„--; , „,- 1 i i. \\\\1‘\\\ (fts9 , \\ , , ? ,f I ,r° r \\%\\\\\\1\\\\\\%\\\\\\\\\\\\\IEIS SI i I < a `1 R f t 1? {LDING� et I I M = J G 7 Y �r I 1� rte' 1 I , k EXISTING ...:...,":..-.,.., 1 s 1 3:.'::,[.)ii) -zir t„ °_ ,.. 1 �=r 1 CONDITIONS 'Cj.,,,, '--'= ,¢-� {=, ., _ DATE: 05/31/07 . eY I --„, '., '''',,-;,-.-.,<:Y,C-3-r-- °; 4 i t.° 1.i 4 ;µ`~ 2ys� er?, ._..e t^r' 'f!_. {lV ,�.� R -m, ��' '`�:� < ^fi ;'s'+'.y,«Y Y r- b �y `" �.., DRAWN: H J NS'. .� i r t 3f s# E M 1 1 i w Ai i :"a e y } s r, �r .:, _ _ CURB ,,,, - CHECKED: CNH I r~� -- �,�•a +fie v + , ,. LU ,(:: CuR f a ,.----,. RB ..-w.•A ,r_ CURB >.t CURB CUR t CURB..._,,Fw __._.._.... w ' -'' FY//fJI, , FILE. 5077810 _....ten-„ : a 4. y a' G REVISIONS: S. r ;;r r - r r :. ,i i _ 10/, .: , 24/07 07 , ., .. ,i,.. i .•..„,....... • • ' S.W.WARNER AVENUE ;" ' .,. ...,,,, f:. ', . TVWD R E r v : .11/07/07 i - 1 I Z 3• w , 4=3 1 \ \,!:...Z.F '-'..) ,:e ODOT 11/26/07 :: COT 12/16/07 I . '•1 CURB w ..r r "',,, •,..._ �� AFGHAN ASSOCIATES MIC. CURB . r :` 20 ALL RIGHTS RESERVED I �~ ,�_,<° s },''/2 `• THESE DRAWINGS ARE THE PROPERTY „' t CURB—h.= t r Y ;� a'arM OF AFGHAN ASSOCIATES AND ARE • _ _ __ _ _ _— SIDEWALK —�_ ...1 r ANY MAf�NER.EXCEPT WITH'THE PRIOR SIDEw- «.A.., �." 5, NOT TO SE USED OR REPRODUCED IN _" f m Q E ' SSOOIATESPE . OF AFGHAN CC I ,t/ ii SHEET .3r-i._' Pf N 1 R1 . 0 S.W. WARNER AVENUE PLAN JOB NUMBER:_ SCALE r • 20' 12/16/07—REVISED PERMIT SET A05077.11 • ip C, i7,;,,,t0H: twilN . ,fr:::1 ,,,,, e i \‘ l \''''::: I '0 i, ___i a Po ::.. -" Ca - ,.':-•,-;: W Pagg lt,---.53M3 0 STA 12+06,44'RT. s !Awl fo;s1 4 ,te,.../..e. e-i i CC 0 I * ,..... i. 0 4"STUB INSTALL 1" WATER METER STA 12+09,46.5'RT. ,-, I ;„, PROil ..„--- , iii "Al g'11.11.7--, : _., . _ , PER T.V.W.D: STD.DWG.#7 AND INSTALL FIRE HYDANT mr, akkt,,,,,k.,.. ....-. .„....-- • IE=221.0 • ,,,,,,,, • Approge.4\0:5) f,i•,,, 6AR.r.to 1 , . ••:.:„...,- • a, _„4- BACKFLOW PREVENTER VALVE PER T.V.W.D. STD.DWG.#101 , . .,, a , (or J .„.7„._ I 313 H VAULTS. : : ,ItA ' ,,,,r, ■:::'.?!:,,,:', ',',::..4 n 0 ,:::::)„,,, 0 1 , ,.,,,,,, ti INSTALL CLEANOUT '.2.,,,',f--;-' --‘, ,,...- ii-,,,,, ....... .- ,........ iltA,- .. . , , !-„,,,,,,:i., 1 ,f,,, 0 PER CWS STD.DWG. Nt..,, ..„....----- I ...... , ,,,, ,,• ,• i RIM=±224.25 I 1 / -„,,,, ;,;:•.,-- , . UJ .. I.() o'''-'19fir '-, - TA 12+09 37 VIT. /....zr......„ 4.-..... et-siz.- I I , ., •,.. ...,,, .- - .. . _ . . . f..-:31,:,-,likr 0. a,,,,,,‘„,,,„.4,..k; . I., 4-„,.,-- , ,;.. c,„... 4..) ,, ,...,..; 1 ''',,fC) :;.' N 1 ti 0 4)•G / .1P 5. l'° ei■k■ lE=218.55 1 , „,.., its > 0 0 ,, ...'„)NSTALL 1" WA7TER SERV CE ..,.. 0,,,("", r--:, '‘,' („44.>„: , "fa•-; ' 1-'...1-kr' 1 i . 1/0 N. in I ,• PER TVWD.,, STDDWG # I_ , ,, . ‘ „ , , . „q„m.,.,., ,„..,, ,,,,„,..„, i It.4- L....................m. :Q F-4 f.,,,,, 1 W4- , ' fl- 1„Lk:, • -4- 0 *- (BY T\AND) ,„ :-:.. ..,.., . . ':.:.',.:,{ CURB / i- ',#,-,„ • Li... 1 ,, ',, , . \___:;::: f: ? 1 i-, 0 1< ir "ct" I % 'N. ■1111111111111111 .1111111111111111011111111.1111...1111111110111* , ' ,.„,,, 'tk., CUR5 1, I CURB c;URB 1 -.:.1::'-''. L111;.( '4T::":"i',;:l\/1-1!::H43 vRecw. AL. 6:\A/090:, , , I ..„..______._.,. .,„ ., . . .. ,,,, ,I ,, 1 . I I ; ',. ,.:::' ,,':.,:•,' .i.,,- ,./s.,, \ I I l Elam -t,t ............-......'"•-... ,,,,,i,,,, i \ 01) 22 CURE INSTALL u_. ...J ,..... ..‘0, i -:.' „ 'i , '.. I - ,......, . , 1" CARV -,- * r-, ,..,, 1 i I .... -,,,,, .... ■ ' ‘ '''' .....:„.... ,.,,, ,,,,.,,,.... _,....:__.:::_,..,......._. _--- __‘,.............„*. 4:.,',..........______________\5,:- .. --.. ...._-___. ._ _.,,.... __. ___ ,, „,.. .4 4 i 1 .,:.,,, ,., ,- la PER STD. '''..* 0 to ,-:::,,,, .-;,';;• . - - _ . :-....--is- .. _ , , : L.._ , , , ..„.....„ .„..,,4,. ..,. 1-". -,:b,..44.'cm*lag- 1-•?'-•'•'"'"' ' T',.,•,:,,,,.C,,',11.1),A,":/.7/ ..,:-.' '" ' --zi-.:-- ' (."./. ''... i'; •6) ,,,,,f,...4,,, 1 1' 0 .. , ;., ,-,,,,,: , g, ,g' 4 7 ,4-,=.A, ' r.,' :4, 4-4.,1,7 A ,, 4.4tii, '‘--Tiv,,,>,,ciiourgjakxamosra-ggliu„IwgzogcmgaErMirfrig.ittiiiNg.34.14-A?.M.,..nk.'.4-IMY' 2.2-1,1411,15CA'AM.N.W.MS,".M.MIKX3rr.,.' YA ktiei--A4--g"Fi)-kttli'gkkr--Srtt'4414-44`L'4141*-- --'' - '''""/''': .: '":4''''/4.. /1`'''".""":"."'":'"' L'I'l/// ''/-7-7-77 7-7 7-7-7-7/7"--/-/-1::17''''71-- 777-7 77/.-;77-'/-7-1-7-/77-7'77'7 7'7 777 7.--".'77-'''...-7--/--7--s-7-/-7-7 77 ' 7.'"'' /''''D:// SM.WARNER .VENUE , DWG 601 I X rtr,P 1 ',a*AlprAmmx..z,x,57 ,-- - - -'''' ".-- -- --.-001-613-0-tar-grOhe,."4. -AVIDAIRKVC-arg kT, .rilEllar:',,...7,ffak.',,, ',....,t-c",P4 L„ i'0, I - ,I. \-1 ov ..-:;-. •, if-7/07/71 Ai \ \ -,..., #,=.- .(,„ .... , _ _ ____t___1_ - - I --C),e., :- ',.....t.--,--i.,:-........:-.,/-:_•.4.4-..--7-4-4-1_,-----/-Y- --77-:-1...'4"-‘..(.../..,- , 4- ,...;'.. /F./.,,,,"'. , 4')..- 4-4- ,- 71777-''',"-4,'''.4t'-';',".,'„4' /r':','-','-''.777 "'Ir?`44 '- , i 7`''',"-7-7-7-44''''''4'',,"4,"4""'„, .,"'-'''':.'''::"''''"74' ,:•''',!›.-74-'''''.7-''-.7-:, '''', - -7.'"'„'•••,7':4''''..,// I 12 r :i"liti ,/p( • t,,,,,,,,11::4,;:::::::;-(--. .,,,,„4:1,,„:1-:;;' 7+50 CD .o., • ,„-.: 4(4. . '<) '' 4•0011.1110.1•111..M..1.11111.11M110.111.111411111MWMINIIII.NON/11.041100/11/VMOOMEHOM Mb „ . • .. , I . ,, i ,* ,•,•,',,t ,.' CO ....; (9 8 E 1,,, '4:7' ..',. ....3 .4 ---- - 1 ii....... CURB CURB CURB v.'',',/,-.„4 ..-,,-,,,,-,,,, ,...-, I ,,'::: , .... . .= INSTALL ,, ,,,,, .4: ,'q.1 '' . '"'''' • ' 161 LF 6"D.I.P. CLASS 52 WATERLINE •;.',1 •',„ • , ; Hi. ;,, -1 ...... ix $ 6" GV I Ili\ 1 lopoe' i „--;------ •,... ..______7. - ,• .„ • ;Ill .....■ --- \ ....INV 11.101001111111111111. . , V , ,2:47, ..... ....... 0 ii \ X = ' do cx s 61 co cos cesca > \ IMINNIMIL111 .. SIDEWALK --$ k =1) LIJ 45BEND 0.- - pv , • ,I -OUP 11111•111111110M1•11.NO MD 4111=111111=11111.elm ■•••■•••■ & ..= i I ...... Ca W/ THRUST , . , OM OM.111111■0 WM MD IININNINIMION INN 411■11 01111110111■101116 AND NO A aw ow iii ;0 .' i C.) tsi i - . , ,, ',/ 1 BLOCK , ,,, 4, --,..--4. Av . , STA 10+98.6,5.5'LT. T. ,.,,, • 14J i'......„Z.,1 (../5 ..,,,,i,,,,',1 in 4 .444,4.j"( 1 mama Al 6 0 ,,,,,e' rt Vr..4... /....... STA 12+54,5. 'LT. ,. • , • "'k't STA 12+09,5.5'LT. ,- -5,, D ke../ 0 u)q?t 144Y j. CONNECT 6"D.I.P. TO EXISTING 0;,... ....... . (...) i 0 , i .'i cp In INSTALL 6" TEE W/ -0"GV iNcSTAIL 6" TEE W/ 6"GV IF . .. . " 6" D.I.P WATERLINE .. .. I NI z ti-i C144 4 PER T.V.W.D. STD.DIG#2 PER, T.VAD. STD.DWG.101 40' ../ ,,, ,,,.; r•,„ ,,,, •;,„„... .0 0 ;4• LLI •-,G- S.W. WARNER AVENUE PLAN __,..,-... ... o 2 . „,. ''2',2,21,24-2VR210.1,k22,,,,,,,,,,,, -' . ..... .. I '.. , :,-,,,1, i .1: :-...;.: F)',./(..,', :':i',I3 4 (f)co . .., „..... ------.... .„.....„.................. _.,------ I SCALE 1" iii. 20' 1113 .c6 ,..... I I 11 1111: 1°111 ,:".'"*;',t-. S :',"1 ,r,,1/4 ,...,, '-',4-',7 s's--s:s 11/4-,,\ -„.7: 1,.s s, s„..,s-'1/4.i,'-:V 4.,•-,..,‘.,,.4,,1/4,,;s,1/4 s i ,r i 234 1 3 -, a• la . 3 1. ' CLASS_D__GRANULAR_BACKFILL...;..(COMPACTED.). ,...„ _, , !;; . f 2.... - ' • , , 2 .• j ., 2.. ... 2321---- ----- --- . ()I : , : 1 . . .. , , . . 0 . f . 1-- - - --- -- ---- --1230 - .. .„. .. „ . .. .. ... . _ , 230 - 0 Q to ‘,. , f 1 2 2 „ i : -•. , i ' _ I .• . I , { 2 7 N, (NI CNI PO C\1 1 , = = : , .„ : , , .,... ..,.. .._ : , . ... ...,... ..., _ ...... .. . „.,... .. .,„. .., ,.. _ ., = .., , .. + 11 , =, , .= + li If CNI al ; 3 3 3 3 3 . 3 . 3 . . . . -.. . - .--. 3... ..-._ - . a a -... a a - .3„ ,-, -.-- -..... -,- - 3 : , , 3 , , 33 t3..... ..< '...* 3 3 3 3 . 3 ; -...,-- -1-7'INE:',--C:L.A.:'''' - --- - - : . , , , , , , , 1 ; ; J. ; . U_J 1 , , , . :: : , > V-C- -1:-.':::'::::: ----- --- (.„.„ ..._... : , i •• , : i , 1.0% i 1 i .,_., , _ _ _ . .. _ , _ . . ..„ Ili Cr „ 102-LF' '8----" P-.. - ; STA 10+98.6 , • :; , . . . „... _ . ; .....:•-•,---.00 222 0 • 222 ... . .. , . , , ora . (15 ; •,.; ,,, '60-N-NE6T- i NI' EW-.6-"D.I.P. WATERLINE I , 0 CO co Cr 'i 3 - ” TO EXISTING 6 D.I.P. WATERLINE . • -4- --- - 220 111114( ii.1 EXISTING GRADE g c: , ; • .0 Z 220 , ---- ---- ---i 1--. -- / . ._' . . . ,' ! ...... ..„.._ •2% , . NI- 11"1"1" allmillmilummenommummusaw. ' 161 LF-, e, , ; CC ; ; ---- -- - ;• 1 ; _ _..„ _ . , ___ __ _.... _ 1,.(7):=,..4_. _04..N,°211 „ ____;1, 218 at NiNierairsamtia MI +- - < Z , - e. 00 11 ii 218 i t ---:---.....„,_.„.„...„.„... ' -_,..- assminisinumissmiiiiiaisim- -" - -'-'' ..4 - , = ' =-.- CD 8 , „........._..... ,,„,,„:„...:,.::: ,..„,„..:.::::.- - ----, -- --- -- , - -- -- ,-- - -- - : ‘.....,zz . ...........„...._ , U_I .< - ...,,, _. .. - _ r--,.` -C\I .....,,.„..„,_ 1 ,I.,, i I-- D Ems Cr , 216 CLEANOUT ; . ..._ „____,___.......,..,,,,,_ ; ._„.. .....______ _. _ . ., , „ , ; . , , , .„. t, ... - .„.. _ - „ '---•• --•-- - ------4"-- PVC! 3034 .. _. ..... ,,.„._,.._____..... , 1 In , c ,,- , . ;; r-------;„.„..... , ,; 1 -----,„, : , - ' ' - , -- - _}.(1- vrij.3.....12e2ii :::Lisz.....71,10....... ,,... _ 214 CO U) 214 ... _ 1 i ., ... SAISLLA,.ti_ r'oo : i ...,.„.„„„ , , „... ..„...„,..„ ) . .. ... ._ _ 1.. , . , ,.. . -4),,,---,- -.•-. , . Cr 212 ' , IE=21'T 6 2 .. .„ ., • , ...., . , . , , , . . • , - ,..,,L,.,,,...........„,.,.,,,,,, ,-r.;::::.:,:::,.:-K,, , i ......,,,,,...,„,,, ...._ ...,„_......_ ..._.,,,...,..,.„.., , .,,..,......„._,„,,..„ ... , „........„....,..... . -----„,---...-,......._ ,,R L, e , ''." ,e,,".-: , LIJ c\J , , , , 003 • , 1 : • ,i, . . • 4i.i.. ,•• _ . .. . --„,_••••./..,...,„,......._. , _ ......... ....... ......... ....._ ,..._ ,... _,,,•,...„:„, ......_ ............ ........._ ..._..5 - - -..„.,.„,, - •••--,--- ..• ......„ .. .. ... ... . . ... .. •. .._ . _... .._ .__, .-, _,,, , - '---.'"----------.,-,--z=2,,,:-,:', "- -- --: -- -- -"'-----'''' '.,,="4-„,;::::;-:et---~--z7-7-:-Z.T.- "-- --';'''VA"---`;•f*-- 1-.'"--r.)-:•1.f---4.'---1,,i.-A,tr'7••••••••••'-r-i- el tr;r7i,,,,, •- -- - it : i F-- _ . ._ . ., ,--- _ L i 411:11C „..,....._ : ,....., 1 , . >-- - -.....„. - , , . . . .. . , .. --- , - , , i r 1 ; 1 1 ! • ,--i- ,.._._-.04 ' .-- D i , . . .. _..... ...._. . ... _,..,.. ..._ .....,_ - . , . , , - 1--, x•••• . . ,, . , M I . •, .. ., _ i i . , ' 0 I 204 , ; ....... 6 D....I. IWATER E. . ..,, , , • EXISTING ' .4- _ „, , ., , ;-- , ; ; ; , . . i . ..... __ . - ' . DATUM ELE ' : -• 200.00 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 in r.... Lo In 0.1 I --, .--.. CNI l'• CNI 0 CNI 0 f's 00 hi CO 0 14, 1*-••• T.- l'e) .,„„„.• • • Pr) eV • L.; CD N. N. 1" TAIVK VENT-\ S.W. WARNER AVE. e) 04 CNI v-- al a) co MSA VENT CAP cs1 .-- ..--- esI C.I C•1 04 04 04 04 0.1 0.1 C\I CNI CNI Cs1 04 CNI ..--.. .---, C\I CNI ,....„, ,, , ,„....,„„ ,„...-„ ,,,-„, ,I.".1, BROOKS # 37 METER BOX PLAN AND PROFILE ,,....... Q.. ,-.., .......- CI- C.L. (2) BOTTOMS REQUIRE 4:GP ...._... .... ..._. ........./ .....-- -.......- -.......... ,........ ...... ........ -.......- 6" MAX - - I SANITARY & 1* WATER STREET E UNION 1. 12* MIN 18" MAX 1" AIR VALVE . S.W. WARNER AVENUE PROFILE fl ON AIR & VACUUM) DATE: 05/31 /07 ..„„:.371,-.--„,,,,,- w.--,.y.,.,,.,,•,,,,y,--- , , 84'mom mom 4-;‘,,,a,cs,-, T-911,040„:„,w,,, SCALE: HORIZ. 1' • 20' ; VERT: f al 5' -V4.00...tavekesowvg:itz,m4::: -„..t...-mum'- .15i.:::;... ,,,,okm,-,yor.f-44?,,, -• ',,,;:',,,05..,V0V0k4.::'.5'.,:**Nni.-V,,,' No ii4-,,v, lcwi..4rt:g1,,,e Itzl.:40v: CHDRAWN: EMH ,y,, , .4f:'•-,‘;',,,'""g-°' • , , •;,: , u-••,.,,..,,,,,f,'4..,,, -,,,--,%,,.,,,,:.-,,,;.,-,-,,,, • ,..„,.44,44i. . ,,,I, :Per,, '•, *;;3:401VW,-'-;e4;.' . ''.',z,:,,N0,4-0,,WR',.,‘ ",,,,, • ,,,, ..,,..,..'`.'.4W'....,,I.e,'..F..0' FILE: 5077R10 :..,,' ..,..,,.4,-,,'' •' 41 1" x 3* BRASS NIPPLE r 1* 90' ELL REVISIONS: 0 • : 10/24/07 . 6,.. r 1111! i MOM• 1 ."---- 6; .... 1" BRASS 90• ELL TVWD R EV.11/07/07 ABBREVIATIONS 1* COPPER TUBING 1* x 6* BRASS NIPPLE DT 11/26/07 A C.O.T 12/16/07 1" BR/Gs COUPLING - Apiimm. EP EDGE OF PAVEMENT .,,,,,,• 1* CORPORATION STOP © AFGHAN ASSOCIATES INC. (FORD # 700) 2005, ALL RIGHTS RESERVED TC TOP OF CURB • " OFF CORP 90* ELL AC ASPHALT 18* x 12* x 2" CONCRETE PAD THESE DRAWINGS ARE THE PROPERTY OF AFGHAN ASSOCIATES INC. AND ARE PC POINT OF CURVE 0\--11" CORPORATION STOP NOT TO GE USED OR REPRODUCED IN (FORD # 600) ANY MANNER,EXCEPT WITH THE PRIOR PT POINT OF TANGENT • -• . WRITTEN PER/418810N OF AFGHAN PCC POINT OF COMPOUND CURVE ASSOCIATES INC. EXTG. EXISTING SHEET 1E INVERT STM STORM NQTES: MH MANHOLE . • 1. FOR 12* AND SMALLER WATER MAINS 2. VENT PIPING TO BE GALVANIZED 3. SLOPE COPPER TUBING FROM MAIN UP TO AIR VAI_VE 1% MIN 4. LOCATION SIMILAR TO METER BOX DETAIL NO 7 SEE 5. SEE WATER SYSTEM STANDARDS FOR CORPORATION STOPS, FLARE OR COMPRESSION AS SPECIFIED JOB NUMBER: ..s. 12/16/07.......REvisED PERMIT SET A05077.1 1 , .i., .,.. _..... , 1" COMBINATION jc DETAIL No. j 601 tinValleylraterDistnet / AIR & VACUUM VALVE 1/4, 1 2 3 4 5 6 7 8 ' Jivanj ee Architect, P.C. PROFESSIONAL CORPORATION AIA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee®eurapa.com A N ,,-..--, ,, ,„ co .. O . .u. 2 � N 212 • t a M . ,210 , -v 212 214 p Z 210 `� 30•.r ••7 ''--._.- 214 208 — 212 - 216 ;218 :;:: � 2p8 210 214 218 222 222 22::4 212 216 220 224 - 214 218 222 224 B 226 226 216 220 —�r 224 Key Plan 22s ...- 218 -_..--- 222 226 228 3'•w• 230 `9'r wG� 220 22`1 •% 228 41 ') ,� ' 226 230 J.. rq '•,� .�j� ---' 222 ,v.- �,? `' qW ���� 'f? ' • ' 224 228 w :' "44' 1: 226 230 • . 0� w 0//////ilir4)23 Q q 228 I f 230 �' ` 232 ~~' �qW _ .ti+ ' ' ,1'y6 5Q3 1 220 1 t "e ), BEA .TON-TIGAARD HIGHWAY `� G ATE HIGHWAY N0.217) BEAVERTON-TIGA- ' HIGHWAY /� / 1 i ' p \, (STATE HIGHWA 0.217 / / 0 ON'° ` / ( �; j w. ) f Legend• • art.+ at �: i -t "–' +E 110.32 , �;' , ,,.w0� ,, ,V `o a^0 •xa' 535' 6'45 �j�► ��� ,�►�' �`'��� �� 1`°1. 0 -,' .0 111 4- _ �•, t i.:1.1..:2.:i* /A" — ''' , : '"ritilV.4q4'41) j ,.../ ,:fr : =2:4 4,'V'ip:Tak:.'',Q 1 ii.4 (t;,..itti ,.....-, .,' , I .- 6 REMOVED , ,,. .- - . NPipb, AlinhiGi• AV) , ,. Tiiip,,,....6.__c________„____... 4;v., ci 4143, :., - A • '''' Z.,WIZ .4iT ArAzgrievw,--AA, / , . #ii, , . TI ,,,t,: ' •.• •. ;'; ' .4cF ,Ei ■tt-A- A*-- ' ':..'' . 4':‘;‘'‘ t , :•: - • ice/ , �' . ♦ milt, i , _ c., . ::„ .,_ , ,., i 226 J C� / t A, , - ,,,r A ,./ / ej, ''.‘47 sin, Ile :‘, :41! /' . / / r & , -0 ' ..g. .,Q , 4,- f r ,---- , g Mil ' , ��q•pn��. b ■r'' ' f 4.1.,,`� CONC. BL �5�1.199.66' N28 WNW 199.66' _ ' Y Notes 1 r TO E: REMO E, • J• U t :J m C I 1 . . t .:; I / F. . 1 ,2 air ,ain.p.p.pg ''V \ C) I a. W i I ,_J./ .•.•. . ,n 45). / : ,)„,„„N ,, .0 - irk / A ri:;.„..,.',,, 3 ,,? laill I IL 0-1 0 C ‘ , 4„,„ AO) o z • • 1 :............... , � ti 4 0 F �,r±/=•. . . WY /• kC;y^;'gip; 5 tk.. fT• • • - y, . • 1 't'I�iI �'i/'1YT' __._ ____-- ,II - __--_'_._...____ _. _.-_..-__ _ _ i•ri•wrr.r••rrwr• •: . .V,:,-.. ii-,-- saw c ti 0 ! rr it Vii•• COPYRIGHT i•. ,►' , ••.• • •'` • •• • •' • •• •• •" • •• -•- • ".'t' '•' ••�• _` . ..4111 .•_.• . • •., NOTE:J7VANJEE�ARCH1'i=E4'T.MA.SHALL.HOLDALL TO THE PLAN OR IDEAS AND�� }• • • •' • • ' ••• •M ' • 7• •• DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE • r r. ., ► •► • •. PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED A .1 3,"i, ..; } .. a •' •• •.• ,,„•• ,� ,, • .• • • ••. .,., • .•• :• IN THE TITLE BLOCK.THESE PLANS ARE NOT TOMB E COPIED IN ANY FORM WHATSOEVER ,1/7 e.c*^t� • w. $ • r• . •1' • . • •• ''• a•'• •}» • .} �7"... •• ...• �•• • •• •• '• rd. • •� \S' t. WITHOUT THE EXPRESSED WRITTEN PE RISSION OF THE DESIGNER.• ■ �q Client /z f ti Project• 1 tp F tx '.,. . .. .......; . . E 4 • I t • • Z . 1 0';',- " "• - - . ''',,,,,.•,•. •••■• • • •,, a . • , a ,'i ' i 151' M I I CI 4,9; t'74 40 it:4,44.6-.29 Nllhlijiltc.- ". toreige G : _ wr�rr�wrw•-�rr�wr�•••r-•w•••n m•rr•-»r•.wr•r�•.•r�.r•r�rr�rr•err» •r�rr•..r•r�•»rr• •r�•irr�••w�r rirrr...rrr�rr••.•••�.rr�.wr�rr •- . .w.r• ...*.•err {rd rrr-•r�r.�• rw�rrrwr•r�•wr�-rr�w•••-w••r•rs rrrw�rrw�rr�rr�rrr•�rrr�rr�•r ••r�rr�»rr�rw .•rirrr�•w•wr�rr�r•.r•rrr�••w� N28 043146"W 111210513'46"W 80.05' •• HIGHWAY 99 &217 S.W. WARNER AVENUE TIGARD, OREGON Drawing Title EXISTING TREES VISUAL CLEARANCE RECYCLE AREA = H -roject um•er I A-002 Saving Code Revision Suffix 0 1 2 J 3 ,4 1 516 17 8 Scale Date Drawn Design --' 1 f' . • . . • " -:?':•' -' 1"=20' NOV-2007 S.Jivanjee 1 2 3 4 5 6 7 8 Jivanjee GRAPHIC SY M B O L S E L E VAT I O N MATERIALS GRAPHIC SY M B O L S Architect,P.C..J..1 PROFESSIONAL CORPORATION ALA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 1 - IN PLAN OR SECTION Tel.503-297-5160,Fax.503-297-4635-jivanjee®europa.com A FFE 00.00 4 ELEVATION IN PLANS GRID LINE ';. •,•:::#• CONCRETE TERRAZZO TILES co A .: :. • j. ............ .... R:: . , ... Large scale Large scale c1 IFFE 00.00 1 ELEVATION IN ELEVATIONS AND SECTIONS ` o U . ��/��/ff////�/� CONCRETE ���Il�� CERAMIC TILES 4; w&FFE 00.00 ELEVATION IN ELEVATIONS AND SECTIONS Small scale Large scale A A , MAIN SECTIONS AND SHEET NUMBER .-..ti 3�, ��„r:�f,� A00 A00 COG ELEVATION IN ELEVATIONS AND SECTIONS REINF. CONCRETE f.-,�,;x;r,� l, ;,� C/S PLASTER OR SCREED } '� Small scale +' ''` 's Large scale 0 4 co ■ 46.. • CLAY ►;:;:;:;:;:;:;: INSULATION - SOLID ' ` .. �>. ��� Max. %///////// BRICK RICK '"""""""""""""""' Large scale /r X SECONDARY SECTIONS AND SHEET NUMBER �4�"� "�"."."�", / ' •, w A 00 / A 00 FFE 00.00 I— MAX. AND MIN r -'a- ELEVATIONS IN START E%�i'altd/V p' FIRE LLLLLLLLLLL INSULATION - LOOSE B MIN. BRICK LLLLLLLLLLL Large scale AND END POINTS - � g Key Plan F'FE 00.00 — OF SLOPED AREAS CONC.BLOCKS =i-11-11-"-'" -IE COMPACTED Small scale II:��:'IF -II II II.ILII.I'II EARTH EARTH ir h. .A. Gre�--- i �.�-1 CONC.BLOCKS .,.,.,, TEAK OR RED WOOD C4 SECONDARY SECTIONS ( IN SAME SHEET ) FFE 00.00 FINISHED FLOOR ELEVATION ►. ---f. ......1 Large scale Large scale r TSS 00.00 TOP OF STRUCTURAL SLAB 311 III III III• GLASS BLOCKS •.,,..r- � WHITE WOOD Large scale ��� Large scale B3 A 3 __.__ DETAILED SECTIONS AND SHEET NUMBER TOS 00.00 TOP OF SLAB / STRUCTURE , /c �, NATURAL STONE ROUGH WOOD . Large scale Large scale J DTM 00.00 DATUM POINT Legend C B3 DETAILED SECTIONS ( ON SAME SHEET ) ��l//l�. .6/, NATURAL STONE . Small scale 2 - IN ELEVATION TOF 00.00 TOP OF FINISH - IN GENERAL - ' N.E.ELEV. 'x.`= ELEVATION DIRECTION AND SHEET NUMBER J- ' -,� CAST STONE ��-� � WOOD• AR000 TOP 00.00 TOP OF PARAPET / WALL o.f _r=>, 'x�?` `: Large scale Large scale G00 — — - GROOVE NUMBER TOB 00.00 TOP OF BEAM , ,, �, ., CAST STONE �� _,���__ RUBBLE STONE Small scale �► 1-Ille2 Large scale BOB 00.00 BOTUM OF BEAM METAL ` ASHLAR STOONE 101 SPACE / ROOM NUMBER ��•�.,�.. Large scale 1 1 i Large scale BOC 00.00 BOTUM OF CEILING - METAL ,�-, MARBLE IL Small scale 1 Large scale D SOIL 00.00 TOP OF PLANTING SOIL rte:___ .__.I BRICK GLASS II MEN MIMI MIN. !. ...� 1 Large scale CRB 00.00 TOP OF CURB BLOCK / STONE Large scale 1 2 3 4 5 1 6 7 8 Jivanj ee N /11111}14)."4ef!UV S ¼'b Tel.503-297-5x.503-297-4ivanjee@europa.eom A 281'-11" o NMI o 35'-911 31'-311 I 200'-0" 14'-11" cv MEI 351-5" 231'-11" 14'-7" s' co I ,f / • w .. 911-311 60'-0" / 40'-0" , 40'-8" Z I I t t. , --) 1 1 1 1 1 1 1 \ ,/ ., I I I I [ I I � N"� .... w,, ;' *CO I ( BEAVER70N-TIGARD HIGHWAY Y Ce II I I 1 I M ■ I (STATE HIGHWAY NO.217) I• %S"I r. / A" r 1 1 a I I I I I I ��4, f r 0 -0 I I O B � I I � i� f :,y, t:r) Key Plan. „ _ ,, , ..,.......-- ,,,,,,,v/ „„„ 4,,,,,,I '"''' .....''''....".lig 44 r _ ————— 4.10, A „A A_ I B B _ ._ or al 40■1111 ----- i Ep GATE ELEVATION 1/4" = 1' H7 - - I, RECYCLE ° �`- A-012 ONTAiNE r /® 5X8 , �!n I 1 I on- �K - 1 / PARKING I� ;glra Irtzfr ArAr — –A0 2 Ig1-11 11-3" / % % % % i Legend C /2 ' D , 1 , A I ...., A t..1 .., _ ____ 7. _____ , D 0 i or 1— 00,6' HEIGHT, CONC. :::KS WALL b N28 44 62 W 199.66 _ ir Il I +► : ? 199'-8" r ; I " 111-3" o I , 11 ink A& I 4.4. , I f H7 %V A-012 1 -.0 ' ' no s CONTAINER ��'� '� 1 1� , CO It ' 26'-1 k . 10 + D I 1 / I' N 1 i 1 I O I 1 I I'' ( I i'i I t i -1 I m IN II A I Notes * I 1 -$,yt'A»-;.»: � .rr,.,-. „y,..-..e.-a. per+ / , - mg . u� x...11. ��.� J 1 __U z'.0/ I � � 1. -ter - - ._ ._- T• 1 0 1 / LJ.L:A ti.- SS 4:a:J+.2 k1:• IS��I :J.51. '-;�M.. KS eiY..A � 4,.„ .. ._ .._, ..... ..... .._-.. .... .... ... ...... -, ,1 ,, „, ,,.,, , ,,, 0 ,, . / 1......... .,...„:„...:.:,. , .,.........,. , , _ , , s , , 0 .:.:.:::::::::.:.:::... .4 0 'V 95°1 I /I cs A,..4 CrQs I e Q/ \ :::':.::.:::.:.:::::../.. .. -,-,-- ; 1 ♦ I' ;' x11 31'-3” '," lib.. ,1/9'661. M1,9tal7.9ZN ` El ----- I , ,•I ° • 1 11 .7 1iB -- -.. -- . 1 , I 31 -11 CURB 1 / ► ,, ,.,,. iii',... 1 / 1 I • 1 I I rN- i 1 I I 3 t I i 1 4OG t 1 / o I 1 4� 3t1N3 2l3N2lt/M'M'S I 1 1 1 12011-011 ' I 1 , CURB 1 1 - I I I I F 1 I I III 11111 I L.. 80'-1" • 1• a u>.:. 1 \ --- N28 43 46 W 80.05 57 m ce F1 GATE PLAN 1/4" = 1' F4 SITE PLAN 1" = 20' in COPYRIGHT- 2003 NOTE:JIVANJEE ARCHITECT,AIA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. - - Client SUMMARY OF STORAGE AREAS (GROSS AREA) TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H TYPE J TYPE K _ TOTAL PROPERTY AREA = 26,741 S.F. STORAGE AREA FOR 1 ST.FL. = 8,024.29 S.F AVERAGE AREA 65 S.F 140.50 189.42 S.F 93 S.F. 30 S.F. 40 S.F. 45.11 S.F. 66.5 S.F. 135 S.F. 269 S.F Ivr!..cI!J G STORAGE AREA FOR 2ND. FL. = 9 05393 SF FOOT PRINT = 14540 SF mow. u. ;• = LANDSCAPE = 7 545 S.F. DIMENSION O/C 6.5 X 11.25 10 X 15 10 X 20 10 x 10 4.5 X 7.5 4.5 X 10 5 x 10 6.6 X 10 13.5 X 10 15 X 20 :: 3 F - STORAGE AREA FOR 3RD. FL. = 9,983.93 S.F � , LANDSCAPE AREA = 28% OF PROPERTY u- u_ u- u_ u.. • u_ u. u.. u- w TOTAL TOTAL Project= 27,062.15 S.F o u: o u: o v: o v: o u. o v_ o u: o u: o U. o U.: aCO ui cc O) c1) cc U ui rz � vi cc E? ui cc ') of c� ( ui i � v6 wU) u; wcn vi NUMBER OF AREA S.F. w1.- ,c wH < w � < 1.1.1 L---- < w � < wE < wi < wI`- < wH < w ! < UNITS PROPERTY AREA = 26,741S.F M _ Ce 2D ce 2 _ w 2D ce 2 _ fX M _ W M _ Lt 2 _ w 2 _ rt 2D w HIGHWAY99 &217 FOOT PRINT = 14,540 S.F D < D < 0 < D < _ < 0 < 0 < 0 < D < 0 BUILDING AREA = 43,620 S.F ( 3 FLOORS) z Z Z Z Z Z Z Z Z Z S.W. WARNER AVENUE STORAGE - GROSS AREA = 31,650 S.F. I , TIGARD, OREGON CIRCULATION = 11,970 S.F. FIRST FLOOR 23 3,231.5 7 1,325.93 23 2,139 2 60 4 160 26 1,172.86 85 8,024.29 Drawing Title CIRCULATION, 1ST FL. = 5,369 S.F. SECOND FLOOR 31 4,355.5 7 1,325.93 23 2,139 2 60 5 200 26 1,172.86 5 332.5 1 135 1 292 101 9,053.93 CIRCULATION, 2ND. FL. = 3,306 S.F. SITE PLAN CIRCULATION, 3RD. FL. = 3,295 S.F. THIRD FLOOR 31 4,355.5 7 1,325.93 33 3,069 2 60 5 200 6 271 5 332.5 1 135 1 300 91 9,983.93 BOUNDARY AND GATES _ H Project Number TOTAL 85 11,942.5 21 3,978 79 7,347 6 180 14 560 58 2,617 10 665 • 2 270 2 592 277 27,062.15 A-01 1 ' - - Saving Code Revision Suffix 0Ofl© 4 © 6 Ell 8 H1 AREA CALCULATION H2 LANDSCAPE PERCENTAGE H4 UNITS AREA Scale Date Drawn Design A.S. JUNE-2007 S. Jivanjee 1 2 3 I 4 5 6 7 8 / 5'MAX. , 5'MAX. / 5'MAX. , 5'MAX. ,, 11.111 1'-6" 6" 6" ,T1V c'"�,11' C��'. t - " ' ' Architect,P.C._LI 7 3"STEEL TROWELLED EDGE,TYP. a, ✓ 090"ALUMINUM SIGN PLATE NOTE: TOOLED JOINT PROFESSIONAL CORPORATION \ \ ... ! • BLUE REFLECTIVE SHEETING *CONCRETE TO HAVE STRENGTH OF ATA BROOM FINISH,-YP. c� 1"HIGH WHITE REFLECTIVE 300 PSI IN 28 DAYS,2"TO 4 SLUMP *PROVIDE EXPANSION JOINTS@ 20'O.0 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 \ tK: : `>: LETTERS AND BORDER,BAKED ALIGN CURB AND WALK JOINTS BROOM FINISH,4"CAST IN Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.com ENAMEL *PROVIDE CONTROL JOINTS IN WALK PLACE CONCRETE SLAB ! f. =S' i l c f' { f•! is f j{ js , 5 •ir ., jj tt =s x ,i li�it 31.s;:I'll:ti.''•€- i{il. ;'=f 's fd Y 11 i �Sti FFi{ .it'{: -,�{ `1:1:. !i' S:t�F. j 3 i. i s :{' .-{i. Y 3 t x lip } I I'il:• {• '{ St-tx. € `t#1- f Ix• S.if f1, :,5 eiltii., %4 1`;:I {`it.Ife I� fi*s A td, , -r?;f`, 0.{;., ,ail ,, 9,I..b,,F I :t ,1 :, {g ; ix 1. 1' I,. : n 5 o.c '{{ ! 1€• ;3IiP }- iii!tf s; ii+`{fit a! s€!I! Y} ?; IYit#it t s. s;•F1• si,3? I , t[s: 'pi�� i #� l; � ls� ,J. ;,, 1• F;..;t quill �tfi s.,��_;;-i - •t i{i ,, ,{III;31 ,F { fi%II>;11 .II i;�. : € I•.Ii3;• EXPANSION DINTS 10112 @ oD ,e{ 33 It:1€ {k:flil,iij}y ;{%II FI j f-t.. ii; i;f. :�:':1 :t:t..`t,t 'tii:tii;' , q • i If .,.:fl i• I;. :F:.,5 1 74[[ f �. ..r.: ::..'.�..,:....:.:..-., ..r::� •sue:', t•�'�' .. Q ,{ .S � � t�,P}i {fl` !if }:${?} >t.,ii: ii' :, .ii. '.'a• r,' �dt•i�� 1`�: i�'i 1, I i t :iktF� .{ :i.(} {} Ili iil{' .I'fS{ i:ili<., "{'%Et:. (.+,<• :'.ti{, ;1•`{:sjfiii;t l.i. I,i;fj rsi' F*:ii. <: 11 Ssksl e l,.{ FiiYr 1F !Ifi.,,�E it j ISiit((>?, fi €jit+ \ ...I; 'i z+,_� fSii'•f, xi!:!(; -i .t'f t.7 t,::,{I ,{5.e I -S:t £.r x,(/{}�)ZU ac M<"Y�. $Sif E{s{{' C {• I,f rl •l; ,},, -}Ili f +'.ix{.: , p,x :i.:El i,{ s`},yi i:ti ,i{fi f , :!% §b '} '£ _, §'ell; •`-! tI 5:�:I '3,i}!: /I}L _ 0 [ 3 1, ( F I"•, i tt 33 I 1 lie 4,Y Lit 4; i#€{tli: 5 tl;•`S'it. F;i#I {'lgf,:l g,j'l' krill£p i,j:IEts'. i )l.ii€ !3 13 I I jj(ii `?S 'I` I {I j'.,,:::; {I#I S ,{.F x[I{,�;,� #, ;,, }; .t, 1 � .s�,q pp .It I#,[{sl.�lYl. 3,t .: :l I!y .l�1;{(..fi 3 I I�g III 2l.Y;� i:•}i•fi r t'#�,II(, !c{qii{c{{;'}>'` ,s I I ,{ `� is �, 41: !! { i;{ flti:t '.# :Y`- -s. .�1..?f ii�:. .!;( t t.,4� �t.,.� -i fi I 1. ,j'I 'i I N N Elise is ;1i '{l .�' .�i' II ,3 �€i;[,., .F1,''Y.r? i F •{ �I„ :{,;�..s.ii [,ilt �'�. 3It},,, i' i '� �. ! c, ;7 -�t{[� } s%1; t;l,:; •s:#�,i:i{: [.,,• :ii !ij s<, 33;1xi i;r _. ;t:t {.€,.%;: t {{{_; €,( .,.•„ € .{i:, };l ,, I f=> {t :,. 1' i;: WHITE HANDICAP SYMBOL rl},.:{I: E3 ,F. 7..z l` {, ,,i?;r I t}r'( ;: i• ,::F: £;: ] r•.. W I E HAN IC P Y ..iI,o i ! t{. s,i,.}. .,Ili=...%fei x E-: t•. •<i:- fii!l, s•.ili!c•,f !i}. is E' 3 I f l i ,,•r t :to :.€i € �.1,,i<:€i .t t:i f t .:r�:i! i !! �,. - i ([ '_#:' 1.i ,- t 3,i ; CONTROL JOdNTS t #Y 1: 3• ! .i -F"ri ,j. .}.•t' i. [F., !4#� :F :tE?. € i'- 0 2 o SLOPED 1 0 1 i #Ii t g t I' 3 i ( B7')' F ,t' #� f' ;i {i;{; 'sF .f 1 t.. # WITH BLUE BACKGROUND S 4 \' P t t' :f. 3. rs:.{ i? (( •i� Y f "t k `FSi �iS :� E l t:. Sj i. 3: 3 5 i i' I 't C t. ,?' S i ,- M ?ir '•4 �7 M 'F I ,t:: x, •s t .i` y 1*f � ''r si' F s .s ii� l �..`.. • AX. 5 O.CM � l t sIi il` 'i I" 3 .{I {:ib:Si it f I t npsi •�3l.fx .t�r't i x i{:t'I(.:x l:F:t .a{: ;; i{i` !Yi si't3: '3i31F$ .{'.i5 ti t' t.:s(',I {4 i Is,�! f s � �� s .tt :t, l ,. i.f• i>i {' vii <{< ,t si•1t•l 31 1, 3 ., 'il, +I.s{ f . i.,: ,{.I•,-'- .,,,,,, §:...•.E..,,.=ia: :€;::,;:f �i:' �,, , ,,,: Fi, .:,:�. 7 Y 1{ _ DISABLE AS;{ >,,.i 1. ,t; I, :£i. i t{)l }Ili{% }€(.}{•I,E } I-I I, (t ; i;. „ .€,. m STATE D. W f 773. i :c , _,;, s St, 'F'•It• sl • i• ,, 1.i,, i'ti # t.I #s.! ; .,'i' 'I}f} fa(3:.{ , /. D A iS, :%, .{,.S•ib 1{ ;€, -rl.i, i `{f' .l' +. F t:€'i"`i.. !<�€i.S4. A :,i ,;: is •;, ,i<i; ,S'',..,. ¢I i'!i.s 1 3 li 5; s<{, O #•,si f i 3•:s{ t 1='sf s lf,}=iIIt $£e S. N .:... •€ -t' :t .fiy'; s,, is 'Y .tie ,}F.Fl tcx rl,l.. : Fy IS3� � i#1 it, { 1 Z A•ss• l } i} ,F {, Fxt E }I „ :1F; i I s° PARKING PERMIT If i s i 't sl£ `i- 3,i 4. )3 r t. f'S € •t :{• x; I t 't 'i' r I„ • 0 ® .t � � I :i , K 'I- t F '�� �l — C {:lt I N. ,� I;1} �'-, 3. Y. i � 'f t s� f. 'ii is {'- = ` ♦ *fIA?iA*& � • ,.v ,i ,• �I RE U RED 1 p 1 'r.....:'::... , . �!1/art/.;. /,,�/.r•/ r'/fr,/,r•/,r�1,110'w r�/ — / / r�1•*ti7<tF. •�rf��r r* ♦:111.r •`r It andI�ri�1�r • z �, VAN-ACCESSIBLE VAN ACCESSIBLE SIGN WHERE �/�//� /� /��//� /�y ° / / / \ \//� \/ \/\/ / // 8 .//,, W Ce ... o : REQUIRED \ \ \ \ i \ \ S \ . /\ 2 THICK.SAND OR 3/4 ; X 4"PAINT STRIPES \ \ S \ \ \ W -��� //. //.\//.\//,\//, /\/�/\ \/�\ COARSE AGGREGATE w w \,\\/\\ \ \ B o s 1'-2" , \/,/, CAST CAST IN PLACE CURB Key Plan 1-- Y D � D CO 2'-8 7/8" M M / WELL COMPACTED SOIL . :::, 0 - • ° u� ao ao o I' oo ~ 4"PAINT STRIPES @2'-0"acTYP. INTERNATIONAL ACCESSIBLE SYMBOL 1"= 1' B7 CURB DETAIL AT ACCESSIBLE PARKING STALL 1"= 1' to INN — 6" 6" v v NOTE: *CONCRETE TO HAVE STRENGTH OF TOOLED JOINT Le300 PSI IN 2$DAYS,Z"TO 4"SLUMP � *PROVIDE EXPANSION JOINTS@ 20'O,C BROOM FINISHED C 111011111- ALIGN CURB AND WALK JOINTS «- *PROVIDE CONTROL JOINTS IN WALK 4"CONCRETE SLAB Legend lb - co\ _ 0 :C \ ( > ELEVATION DIRECTION I , \ �`�� DTM DATUM POINT 9 :/j , Q FFE FINISHED FLOOR ELEVATION �� A - D` p ', ' TOS TOP OF STRUCTURE f o TSS TOP OF STRUCT.SLAB•co o © is .; • • is TOP TOP OF PARAPET °. r r- r• s r- r• r�I! ri♦ 'I! 'I• 'I! o • r 'I! '4/.,//,,�r�•:r•/r�/,,r�/,,� ,/,,�/_*�/.,r�/%r•,,t! TOF TOP OF FINISH \�/\�/�ij/�/��/\r/ �I/\i\/��/��/��/�/��/ p, .��♦�'i i-1 i'I��{i�1.!.:0,�'L,♦-'I.,.�,-�'i,•.'Ifs!i`,0.-`/1C NGE NATURAL GROUND ELEVATION / / / / / '/ / / / / / 1/.,//,,�/.,�/,,p/1. /.,x/., \ �`\ \ \ \ / SOIL TOP OF PLANTING SOIL 42" 42" 36" 36" /�'\// • \//..\ . /A /A /\\,,,,,/ // // /\/\/\/\ /\/ ° A \ / \ /\//\/\ / 42 MIN. X<48` 42 MIN. / 36 MIN. X<48/ 36 MIN. \� \\��\\,� \//\\//\\//\\//\ \//\ , \\//\\� 2"THICK,SAND OR 314" BS SECTION Z. ///\//7,/\ 7,/\//�% \ �/' COARSE AGGREGATE N \\/\\\/\\j\\\ D //•\ ,\\ CAST IN PLACE CURB I� ~ DETAIL AND SHEET (a) 180 DEGREE TURN (b) 180 DEGREE TURN(EXCEPTION) W _J NUMBER WELL COMPACTED SOIL '•'' \ UJ 2 1 0 • 2 4 6 8 1I Dl ACCESSIBLE PARKING STALL 1/4"= 1' D3 CLEAR WIDTH AT TURN D5 ACCESSIBLE PARKING SIGNAGE 1"= 1' D7 TYPICAL CURB DETAIL 1"= 1' No =I Notes 2 32"MIN 32"MIN. . 1V . I- r \ *•.--T v/i/iii I {iooi/i E j , Area Planting 00 Z % PRE-CAST �� E d. M I um, i n N —.`, i/ CONC.CAPPING ��,, A. 2 MIN d. _....._.� 1/2" N %lip I� ' ("') /C) (c) 112 DROPPED FLOOR / 5 / O / � V 41111_44 r (e) HINGED DOOR (f) SLIDING DOOR (g)FRONT APPROACH (h) POCKET OR HING v APPROACH / sr�� \ .4/ Q CMU BLOCKS Planting .� ____ 1 2 , 32"MIN. 36"MIN. / Area ir 3 b / . . V N 24"MiN. 24 MIN. OUTS IDE INSIDE (d) 1/4"TO 1/2"DROPPED FLOOR v `�' 1 F . 1. AIL 0 — Ea oily 9 GA.JOINT REINFORCING c 0 (j) FOLDING DOOR (k)DOORWAY WITHOUT (I)STOP OR LATCH AT 1-4 0.C, •o x cr) ,sc DOORS APPROACH o lii to' BEVELED CHANGES IN LEVEL REDUCED VERTICAL CLEAR WIDTH OF MANEUVERING CLEARANCE AT AIL j Fl N.T.S. F2 CLEARANCE N.I.S. F3 DOORWAYS F4 SLIDING & FOLDING DOORS F5 DIAGONAL CURB RAMP F6 DIAGONAL CURB RAMP ir `� COPYRIGHT- 200fi / NOTE:JIVANJEE ARCHITECT.ALA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUiLDINO ONLY,A8 DESCRIBED i_ IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER, PLANTING SEE CIVIL FOR I- 1 r ! \ rT_- 1 Client SOIL PAVING SECTION I Ns,// I �, j , I 1--___ ' AND BASE •1 �/ I `�/' I Z i I/, a 6" " COURSE z I I . X11 11 11 24"MIN. , 1MAX. 6 1� MI4. 12 MIN. 2MIN ., #gnx* 811 MII�. N ,� G 6"MIN. to tt -- . ..i i at.4t; 12' d Project\/`c0 I, /\/>K\>K\/ ' ' a" 11 4" 4 c I .. -�. A. �i/\�/\�/\�/\//\//\//\//\�/\//' \,/\J/\�/\//\//\,/\//\,,/\//,,/\/ '//\//\,/\//,/,• / / (m)FRONT APPROACH (n)FR')NT AP OACH (p) HIN t PPRO CH (q)LATCH APPROACH z y ` \ ° ° ° \ / \/\/ ______ __-_____ _ PULL SIDE P - iE PUSH I PUSH SIDE M /\ a / \ ./.,.,,,..,.,,,, , -, = y \/\\/\\/\\/\\ HIGHWAY 99 &217 /2\// / p // / ,.,,f., M I \ SWWARNER AVENUE �, \ : . { \\/\\/\\/\\/\\/\\/\\/\\/\\/\ i\\i" / / , / ;,';:41"':: ,._..=3;:H> ;n,',,,,L,! , u siFr-,-_ / a \ � TIGARD, OREGON \\ \ Al / � �/�//i//i//\/ I I ,-——— -, i #a.v,? : 31 r E ",. „<i£y \/\/\/\/\/\/\/\/\/`\/ .\/i,\//.. ice\/i.\//\/i.\/i.\//\/ / ,E Drawing Title.,==,• Wi /•,rO /,,�/•,e/,,�ai /. i. /•,,'/. Z I I I I n c ,,t;+' it I`'<< i ;f': / // // // // // // // // \ ,a' \/\ /�/� 'I♦��I•�rI♦�'i!�'I♦ ♦�'I♦�'e• 36" I " I 24 MINA / / / / / / / /\/\/ '\//\/'\// //'' :..,s:_:..: :�:=�.:�.1_.-r:_/',•:- 42 MIN. - � �- /\ \ \ \ \ \ \ \ \ \ 4 ° °. ° 0 36 MIN. c �-I �— aT % i i `a4 ° a ° ° �//�, /i\ SITE DETAILS H \\/\'/ /\\j\ f:/...... c 4"WIDE PAINTED \\ \ \\ \ \\ \\ \ \� ° a o° ' a °a. \ ./ / / / �, ONES,TYPICAL / / / / / / / //-,-,-,-,-,- ' l \/\\/\\/\\/\\/\\/\\/\\/\\/\ \ \\ \\ \ \\ \\/\\./;,- - /.1,- \\ \\ \ \\/\\' Project Number 8 3/4" ;iii/iioi/�io/i/ii i iiiiiiiiiriiiii/ri FLARED SIDES 1:10 MAX.SLOPE a '\//\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\j 1 0 1 2 WELL COMP- ACTED SOIL (r)HING APPROACH (s)HING APPROACH (t)LATCH APP $_C { " �' /'' /'�/% ' Saving Code • Revision Suffix PULL SIDE PULL SIDE PUSH SIDE g 0 1 2 314 51617 8 r= 1' EXTRUDED CURB SEC. 1"= 1' MANEUVERING CLEARANCE MANEUVERING CLEARANCE 6' "CMU" „ = 1' Scale Date Drawn Design HI CAST IN PLACE CURB H2 D R H3 AT MANUAL SWINGING DOOR H4 AT MANUAL SWINGING DOOR H5 SIDES OF CURB RAMPS H6 PAVEMENT STOP SIGN H 6 HEIGHT CMU WALL — A.S. MAR. 2oa7 S.Divan ee .j 1 2 3 4 5 6 7 8 Jivanjee • • . Architect, P.C. • PROFESSIONAL CORPORATION • MA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 •Y ♦ Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com co u ::� fir♦*f�, A Nit o f f f ,. „.„,„:„. o p`'`i4 'I►♦♦ c I g*.......... i W . 'r• • I ANJ Z ..... •. t=f O '0.1.°►•�i '��iiiiiiiiiiiiiiiiioriiiiioriiiiiirirriiiiiiiiiiiirirrirrrrriir/i...�-0:000.iiiiirriirrriiiriiiriiiiiroirorririiiiiiriiior/ M 7 '�♦ • /'♦ •� * :���11�� 1••••••/! :1:1� 8 f:i,i , �,a;• W CK .. •0.... M • i . ow.- a * np 0 - hi --iiir„ LH : . •11,...._- ♦ff' ir/iiiiiiiiiiioirriiiiioiiiiiiiiirriioiiiiiiiiiiiioiiiiriiiiiiii� ��...�. 6........ B a■ � ' -- . Key Plan ■.�+■■r ii • •r/+r• / a ■* �-- I ■■�""`•■aE/t■■ 1 a ■ •,,,,,, 0000.•• .. -�-T3 = 2?''L-__-_ �_ --- ■ • /riiiiiioiioiiioiiiiiiiiiioiiiiiiiiiiiiriiii/oiiriiiiiiiiiiiiiiriiiiiiiiioriiiiiiiiiiiiiiiiiiiiiiiiiiiiirioiiiiriiiiiiiiiiiiriiriiiiiiiiiiiiiiioiiiiiiiiriiriiioiiiinraiiriiiiiiiiiiiiiiuiiii f •■rte••rr■rm ••E-8 _-- #•■•!•••■■■!■•/■!1•■UaUI•••a•a■!!■■11■aaasa•!■/■■■!•/■!••1!■1■/••!•!•■!■■■■!■••■!■I� it I �—■■.....■■ r r -------- ---------__-----�---------______ _-------- -------------- • ■• •■011..1•■0000-■ I I I % - : • 1 ■ • • �`■ •■i/In•■�� �iiiriiiiiiiiiriiriii/iiiiiiiiiiioiiiiiiiiiiiiiiiiiiiiiiiiiiiriirii�iiiiiiiiriiriiiiiriiiiiiiririioiiiiiiiiiiiiiiiiriiiiiioiiiriiiriiriiioiiiiiroriiiiiriiiiiiriuiiiiiniirriiiiiiiiiorioiiiiiiiiniii iiiiiiiiiiiiioiiiiiiiiiiiiiiii/iiiorriiioiiiiiiiiiioiiiiiriiiis�iiiiiiiiiiiiiiioiiiiioiiiiii/J- - •------------- ---- -__�_ • % : : • a■fir■■ 1 F • • 1 / /• ----fLI i---- H •▪ v I --- I I • ■ ! Legend • a RECYCLE FH % ---- -- • 1. -�__ �_____ I �_------- -� -___� r- .. j ■ + •, • ■ i 1 ADA I CONTAINER , ____I ..l�l� • i • . • --� i • i ".....-2 ■ a �_�ET I 5'18' • _ _•_ ';d "r I j ! ■ --- I _��_a PINUP. I I i - 1 I • I '� �, DOOR r ----1 �/� __-----_---_--- - ---- ----- __----------- - __ -__-- • / i a FRAME 1 — — ------ _ — - _� — — ---- .��—_ :— - — — - _._.-0.0.00...___�_ - -- -- - , - --- --- - — — — — — -- — — — — — — �— — — — — — — -{---- ------ i I • I ! / !!■/■■/•! !■■■■■■•l■/•/■./!/■/■■■■■!■■■••1■■■•I•••a!!!/■!1!a111111!■1/1li1 1111.1■■•!!•!!••!1!••■1•/M•!!■ ■•e _ % ( ■ % I ali I / ■ • • I '---' __ • r • I "'� : --- ADA EXIT SIGN AND z ■ - ¢ i i EMERGENCY LIGHTS ■ z __ _�__ ■ I I I ' ■ PA H — 4 = 1154 1 • g / _ ■ ■ ■ I ONE HOUR RATED a ■ - ■1■■!!■••■•!■■!!!•••■•1■IIII!/•••■•■•!■■ ■•!■•1•■■•!■/!•!•■••■!!••!•1!!■/■/!•■■■•■1■!!•!1■!■■■•••!■■•/■■••!•!•1■1■■•1■■•■■r!/■■■■/■■■•!•••■!■/••!■■■•11!/1■!!■■!11! WALL OR CEILING___ • D - --- __ __-- _ 11-1--- ( _ _—_ 1 L_ __- L- 1- --1 !--____r____�1 t_____ –_. ---------- -------- --- 2H TWO HOUR RATED — a s ` �3 � -- ----------------- -----_--.- ------------ � WALL OR CEILING a ' • �/ ~~`�` $ ' i OUR HOUR RATED t•■ i I Al 4H '�• WALL OR CEILING ■ i ADA I '�1 EXIT !L a�3, t--- i s / ri/rrrr rr////rrrrrr/rrrrrrrrrr/rrrrrrrrr� / /r//iooirooiii rri /oioio /i//iii/ riiirirriiiiiiiiiiiiiioirio/iiuiiiiiiii riiiiii/ii/ / riiiiiiiiiiiiiiiriiiiiiiiiiiiioirrr /ri rrir rriiiiiii r art >�oii�iiioiiiioirriiiiiiiiiiiiiiiiiiiiiiiuiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiriiiiiiiiiiiiiiiiiiiiiiioiiiiiiiiaiiiiiiiiiiiiioiiiiiiiiiiiioioiiiiiiiiiiiiiiiii/iiiiiiiioi//irririi/i I — ._,..,T,� ■ 0 SMOKE DETECTOR a t i II i ,�� ������ % • Notes s IOPP f•] '1 M�♦ 1 i ■ 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED • I.*01is*�• � ---- VERSION OF THE INTERNATIONAL BUILDING CODE AND • **loll Mt 1 I i ANY APPLICABLE STATE,COUNTY,OR LOCAL 4 4H % (r' ■■■.Ir■■Ana■-ash■aa■■Ilaarlaxiam=.a� ■■rr■ ■■�.a a�o■■aaao■arlrar■■ O.■■■�Ima■roar■aroma■a�■amow a a from■■rrtp ■�■■Iarraarr�a ■rr■■�■■rr■■tea arm■■�rI■■momma■■r.a ■rr■■memaawamaao r■a�■■ REGULATIONS. • • 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE ° PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF I CONSTRUCTION.R OMISSIONS PRIOR TO START OF 2,mi I;ei , , , • E ■ 4H 4H — . • I . • ro . ... . . . • 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE. M • I -- ' 4.)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER Goi ii iii iiirr/i ■ MEANS OF EGRESS • I a SCALED DIMENSIONS.DO NOT SCALE DRAWINGS.I I • I I I % • I � . . 4 H % I two exits or exit access doors.Where two exit access doorways of egress travel,shall not exceed the distances given in Table II fixed required, adde or an al etdi aoting tread devicte.Exit b access door- lOWhere the path of exit access includes unenclosed stairways I ways shall be separated by a horizontal distance equal to r'ramps i within a exit access or includes unenclosed exit s % one-half the maximum horizontal dimension of room. ° w tlr 3• ■ U ■ . ramps or stairways as permitted in Section 1020.1,the distance �. , I' ■ All portions of machinery rooms shall be within 150 feet(45 of travel on such means of egress components shall also be • . 2 . I _ • 720 mm)of an exit or exit access doorway.An increase in travel included in the travel distance measurement.The measurement ON - a I distance is permitted in accordance with Section 1016.1. along stairways shall be made on a plane parallel and tangent to a I i -.I j s Doors shall swing in the direction of egress travel,regardless the stair tread nosings in the center of the stairway. �l�� ■ of the occupant load served.Doors shall be tight fitting and �`V ~ 1 P D g' Exceptions 1 V F . I I 1 • lei self closing, I, Travel distance in open parking garages is permitted av■ I 1015.5 Refrigerated rooms or spaces.Rooms°r spaces hav- to be measured to the closest riser of° eu stains,■ I . ing a floor area of 1,000 square feet(93 m2)or more,containing p•I 68°F(20°C), hall have access ss to not less than two exits or exit 2 In ents outdoor stags or ramps,travel ds- I 1 I access doors. tance is permitted to be measured to the closest riser •p x w• ■ j j s ��'/ '� of a stair or the closest-slope of the ramp. u_> p ? 03 ■ i ,.4 ►•4 Travel distance shall be determined as specified in Section •> III • t • ■ ���'• • '���i 1016,1,but all portions of a refrigerated room or space shall be 3. Where an exit stair is permitted to be unenclosed in N to • •I :17:77 ! I •i`i.•.••i i i i• where such (45 720 mm)of an exit or exit not protected by an approved autos door iatitic . the accordance rave distance Exception 8 or 9 of Section measured from the0n most in et • •_ % a METAL TORAGE UNI AT �"" SIDING PANEL :� !��i!!�!�!��� sprinkler system.Egress is allowed through adjoining refriger- remote point within a building to an exit discharge,. i / ■ S �r.� �j! V PRECISION CONCRETE arced rooms or spaces. COPYRIGHT- 2003 • TABLE 1016,1 NOTE:JIVANJEE ARCHITECT,AIA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND • t I'I j 0.. ,, MASONARY UNITS Exception:Where using refrigerants in quantities limited EXIT ACCESS TRAVEL t71STANCE° DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE I PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED WITHOUT SPRINKLER WITH SPRINKLER IN THE TITLE BLOCK.THESE PLANS ARE NOT T08E COPIED IN ANY FORM WHATSOEVER ■ I / __I • �..i . �♦� to the amounts based on the volume set forth in the Meehan- WITHOUT SPRINKLER SYSTEM WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. NA,I ragu ■ 1 h t ±+ ::: iocil Code. OCCUPANCY tfeet� feet Client i 5/8" 1015.6 Stage means of egress.Where two means of egress-are •A,E,1~-1,1-1,M, n ■ I 5/8 THICK. ■►��..4►..��4 200 250•1 ! I GYPSUM BOARD or—' : ���A���� : re egress shall be the stall an each side of the sag,one means ■ a i �- ��. ���� g P g B 200 300' ■ • 1 % i :1 •'• 1015.6,1 Gallery,gridiron and catwalk means of egress. F_2,S-2,U 300 4001 i N DOO R C (N D OO R [OUTDOOR] The means g f egress from Lighting and access catwalks,gal- 4 e -.16"i / �►-- : O U TD 00 R O U TD 00 R J levies and ridirons shall meet the re uiremetits for Deco H4 Not Permitted 75' / ■♦ paucies in Group F-2. H 2 Nat Permitted 100°I a i / J [f acre=T • , . , , , --.. ■ 1 �:.,*.��r.-.-.::� Exceptions: H 3 114[l?extltittetl 150°• i % 4H II tllllllll / ♦•,•••,••� i / II i I I t I t I I I '-.-.-�-�4r-,-.-.-.= I. A minimum width of 22 inches(559 mm)is per- 1-1-4 Not Permitted t 75' Project I '�►` II 1 I t I 1 1 t I t j METAL STUD WALL i�i�i��� ���+�������������������������E��������� mitred for lighting and access catwalks. H-S Not Permitted 200' • a mum/iii�iiii,,,,, iiiiiiiiiiiiia./ ,/gill/r1.,,.ii.wo • ' ''�,$„�,,"",� ■ SEE STRUCTURE `,.._ �,�:�, I•►����4 ��������� �► ���� 2. Spiral stairs are ermined in the means of egress. I-2,I-3,I 4 150 200•■ jUII.I ; /, . 4, • . : ��� �_�� p Y required by g HIGHWAY 99 &217• I�Ir.•- ► _�_ _ 3. Stairwa s to ui ed b this subsection need not be For Si; 1 foot=304,8 mm., 1 1 1 1 1 1 %1 1 1 1 i % I ►. ,:+'•.4....- a a. ;:� Q i.o ... enclosed. a.See the requirements:wing sections for modifications to exit access travel distance •i _ _ /////// ////�i//��//��//////////��/�//�///�///////� /��//�/ , a ►�, •,�.� ,• ,��� ,�. 4, Stairways with a minimum width of 22 inches(559 section 402;For the distance limitation in malls. S.W. WARNER AVENUE ■ FDC .) �� i ;�*.: �� r SAP ���f,f,.AP ��4 mm) laddersor spiral stairs are permitted in the Section 404Fthe distnimtation thrugh an rium pace. TI CARD OREGON 0.... �� ���j���j�j�j�j�,��j���j�j���j����j�j��� 0s• 5. A second means of egress is not required from these Section 1025.7:For increased limitation in assembly seating. Section 1025.7:For increased limitation for assembly open-air seating. Drawing Title • areas where a means of escape to a floor or to a roof Section 1019.2:For buildings with one exit.. a Chapter 31:For the limitation in temporary structures. a ■ is provided.Ladders;alternating tread devices or h.13uildings equipped throughout with an automatic sprinkler system in accnr spiral stairs are permitted in the means of escape,, dance with Section 9033.1.1 or 903.3.1.2.See Section 903 for occupancies • I I 6. Ladders are permitted in the means of egress. Where automatic sprinkler systems in accordance with Section 903.3.1.2 are EGRESS PATH a • WALL TYPE: 1 H WALL PE: 4H c.Buildings■ *SEE"B" AT A-022 ngsequipped throughoutwith an automaticsprinklersysteminaccor- . a a , dance with Section 903.3.1.1. FIRST FLOOR • H I SECTION 1016 1016.2 Roof vent increase.In buildings that are one story in EXIT ACCESS TRAVEL DISTANCE height,equipped with automatic heat and smoke roof vents a %:; H FIRE RATING: 1 HR UL DESIGN NO. U-425 FIRE RATING: 4 HR UL DESIGN NO. 1016.1 Travel distance limitations.Exits shall be so located complying with Section 910 and equipped throw bout with an Project Number a g 1 Am"V 2• ■ ■ 1H 4H on each story such that the maximum length of exit access automatic sprinkler system in accordance with Section OSSC 201. travel,measured from the most remote point within a story to 903.3.1.1,the rnaxin�uni exit access travel distance shall be 400 6"WATER LINE S.T.C.RATING: TEST NO. TABLE 720.1(2),3-1,4 the entrance to an exit along the natural and unobstructed path feet(122 m)for occupancies in Group F-1 or S-1, 1 ■ SEE CIVIL DRAWINGS g p ) p p Saving Code Revision Suffix a IC . : 2007 OREGON STRUCTURAL SPECIALTY CODE 225 1 2 3 4 5 6 7 8 I I 1-�d (ThJ1 HOUR RATING 1AJMl I _ -SSECTION _i--1•g ('_A AI I kA AI I !A Nf1I IP P ATIKI(;1 P1 ©KI Scale Date Drawn Design \ 'r -r■ .....�.. , avv. ♦ . v ti. ..•...► r .a-a. %J .-v . •v.. �$ 1V v.Y.v .. .��, i . . .,.,,... . ... ,0 000..j . �. .,. 9"='I0 JAN-2005 S. Jivanjee • I • 1 2 3 4 5 6 7 8 . Jivanjee Architect, P.C. _ILIPROFESSIONAL CORPORATION AIA ♦ 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 ai Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com. . A N ris °rffa, o . Ya . N .b . . • co zw :.A.>try . ;; t J "4 z • BEAVERTON-TIGARD HIGHWAY 0 (STATE HIGHWAY NO. 217) MINI • • 111111111E . : CO . Is �titi�itit���it - ' " ,# ,{r ° '�► a.• X ■ !n�1hell . -• w • ■■■df � �/ tli�� • r B 1 t _ 12,12.1 w.� Key Plan • U▪N rt 17032' t l. -MINI--__ MINI--- MINI--- -=MINI---- ---Q- ■ '▪ `M- th S35'�56'=5 1-• l �_ -^ i _ V w-_ ■▪■ } \ da anom 1■asa•osa■11111■■■auauuu■it■■■1■■■iii■fit■■U1a■11■■■■■■■■■1■■■■■1111■i■1■■■■■■■■11!■ C7 io • • ■ • ■ 0 • -- ■ c1) •• --MINI--MINI --MINI---MINI--MINI--MINI __MINI---MINI---- --------MINI---- -MINI----MINI_-__-_-_- : • ■ MINI----__--_ --MINI___-----MINI--MINI MINI- MINI--MINI •• --.._MINI MINI-MINI--MINI MINI-MINI--_.-_-"MINI--- - . ia�� - - • MINI ■ ' ■ --- �. - li■■■■■■amas i11anaaam a•■■■■■■■mmaaasumax111■■I ■■fit■•■aramme■■■■■f11■■■■■■■■■•■■■■fi • R, • • • • - ■ 1H Legend C IjIE! - ---------- -- -- - MINI - _ •MI NI- DOOR -MINI---- --------_-MINI---- ----------MINI--MINI MINI-- -MINI--MINI ---MINI--MINI • MINI : FRAME •411 i 1■1111■■P • • ,■■■i■ •■■1■e■■■1■111■■■■■1■1■■111■11■■■11■■111■1111111111■11■■■1■maa m eau■■■11■1/■■1■■■1■■i1■11■Ru1■I - ,, Ligi ,• MINI MINI- ---1 L - -- - --- - MINI -- -MINI -- ---- --_ - MI---1 ■ _ J I _i _ EMERGENCY LIGHTS• •• i II . _._. ._ _ - ___ - __MINI= -MINI--MINI -- MINI--MINI---- ------------MINI--MINI ----MINI--MINI - III _� /1■1■■■1111■■■11■■1■■■■1■■1■■a1■■■■■■1■■■1■I i■111i1■11■11■■11111■111■1■■■1111■111■1111■fi■■111■■■■/11■1■1/11■■11■/■1■■■■111■■1■■1■1■■■■■■■■■11■1■■1i1/■■■111■1■■■■ i ONE HOUR RATED• • 1 H "wal " WALL OR CEILING • ■ _ ,S • MINI ■ 7 .r- I1 ___ .____ r f ._____ f___w_ __ J L_ n_ 1 l_ 1 L_ i__ _ n_______n_____._J L__ ________ "� TWO HOUR RATED D ___ . ___ MINI-- MINI-M WALL OR CEILING • • ■ • 4 H ""�" FOUR OR CEILING D • • ■ ---- -- ■ - � I z___ . 0. � �) SMOKE DETECTOR •■ Notes • a 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED • VERSION OF THE INTERNATIONAL BUILDING CODE AND -'I' i � w."'i ANY APPLICABLE STATE,COUNTY,OR LOCAL • t° r"' _ H___Ti MINI- •■▪ MINI 6,,r a. xA i I I'r S» a V C; s Ti 0 REGULATIONS.• ■ • - 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE .- • CO� PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF ANY ERRORS OR OMISSIONS PRIOR TO START OF E �; Ii H ...s....----1H CONSTRUCTION. _ ■ __;1 E• 1! ' 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE. Lo : 4.)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER• I : . SCALED DIMENSIONS.DO NOT SCALE DRAWINGS. _i .EF-- I--• FFE 11'-0" ,�H • -1 '`C■ NFE 23$.60' -- a . . 1L. • 3 ;t • 2 N, • A _11 1 �/0 • IjXUV•U425-Fire Resistance Ratings-ANSI/UL 263 Page 1 of 5 BXUV.U425-Fire Resistance Ratings-ANSI/UL 263 Page 2 of 5 BXUV.U425-Fire Resistance Ratings-ANSI/UL 263 Page 3 of 5 BXUV.U425-Fire Resistance Ratings ANSI/UL 263 Page 4 of 5 {�V ■ g Z 1 . • 0 ■ II ONLINE CERTIFICATIONS DIRECTORY Wallboard Protection wallboard.Third layer Type S-4 by 1.7/81n.tong,'•• on Interior Side of Walt- 11I l: EXTERIOR 1► No,of Layers E.Thkns Design of 7.Batts and Blankets....Placed M stud cavities of all exterior walls.May or may not be used fn Interior walls.Any glass ■ r+- BXU1/,U425 ER Rating o!Board In.Each Layers Design Load fiber or mineral wool batt material bearing the U.Classification Marking as to Fire Resistance,of a thickness to completely Q) ■ � 45 min i fayer,5(e tn.thIck 100 fill stud cavity. O x Gs N ■ Fire Resistance Ratings L.ANSI/UL 263 ��]_� or 6E .-11 : Page Bo om "� 0 0 0 1 hr 2 layers,1/2 in.thick 100" See Batts and Blankets(8222)Category for names of Ciassifled Companies. i a > 4�e„.s:*i:lf,,, ,+„+`�;e.e:_.?.,.ea•."�w:!!,:eleV .!,.,.s+^, �:f +4,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1-1/2 hr 2 layers,SJB in.thick 100 7A.Fiber,Sprayod*-As en alternate to Batts and Blankets(Item 7)-Spray applied cellulose material.The fiber Is w • � , applied with water to completely MI the enclosed cavity In accordance with the'epplication Instructions supplied with the N CD • ■ Vi *' T r� 2 hr 3 layers,1/2 In,thick 100 I A- Fire Resistance Ratings-ANSI/UL 263 product.Nominal dry density n minal fta.Alternate art adhesive method:The fiber t applied with U.S.Genclos er cavity Type 2 layers,3/4 in,thick 100 A0100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application Instructions supplied with the product.Nominal dry density of 2.5 Ib/ft. • :,•L. • � .► ,► 3 COPYRIGHT- 2003 F' F2Kidtritgltrt�ekLO7S t}C iYhIYBAtA3f]4G See Gypsum Board(CKNX)Category-for names of Classified Companies of 1/2 In.or 5/8 In. U S GREENFSBER L L C-Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) NOTE:JIVANJEE ARCHITECT,AAA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND • k4&.'iSC�%tR'3t►,!'4'fb�..L'rdCe'��Y`'iLSZ s+�' ..-,.•..;..e,:,Jih:fakumeoirecuor thick wallboard.See below for Classified Companies of 3J4 in.thick wallboard. DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE ■ Deslprt Nd.UA2S • PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED ■ T����� � SIDE CANADIAN GYPSUM COMPANY-Types AR,IP-AR,IP-X3,or ULTRACODE • e.Iolnt Tape end Compound-(Not Shown)-Vinyl orcasein,'dry or premixed joint compound applied in two coats to IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER _ • dune 05,2007 joints and screw heads of outer layer.Perforated paper tape,2 in.wide,embedded In first layer of compound over all joints WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. • +--� • (� of outer IaYer. •• tr (For Exterior Walls,Rattles Applicable a,tA r�ta,�tI�w Ie UNI'!ED STATES GYPSUM CO-Types AR,IP-AR,IP-X3,or ULTRACODE Client • HORIZONTAL f Alw $R�✓*i« 9.Furring Channels-(Optional,not shown,for single or double layer systems)-Resilient furring channels fabricated • H For Exposure To Fire On'Interlpr Face Only, USG MEXICO S A DE C V-Types AR,IF-AR,1P-X3,or ULTRACODE from min 25 MSG corrosion-protected steel,spaced vet:Wally a max of 24 In.OC.Flange portion attached to each • intersecting stud with 1/2 M.long Type S-12 steel screws. 10.Foamed Plastic'-Not Shown-For use with brick yeneer as outlined in Item 5A-Maximum 2 In thick rigid 0• • .(See Items 4 and 5) • Hearin Wall In - 1.Steel Floor and Ceiling Tracks-(Not Shown)-Top and bottom tracks of wall assemblies shat!consist of steel 5.Gypsum Sheathing-For exterior walls,1/2 or 5J8 In.thick exterior regular gypsum sheathing applied vertically and polystyrene"insulation attached to studs with fasteners of Sufficient length to penetrate the foam end 3/16 In.Into the stud. M■ p Rating p 45 Min,3,1-1/2t pr.2 HR. members,min No.20 MSG(0,03n In„ruin bare metal thickness)steel or min No.20 GSG(0.036 in,thick)gaiv steel or attached to studs end runner tracks with 1 in.Tong Type 5-12 bugle head straws spaced 12 in.OC.along studs and tracks, A minimum 1 tn,err space Is to be maintained between the outer surface of the foamed plastic and the Inner surface of the . . ■ No.20 MSG(0.033 In.thick)primed steel,that provide a sound structural connection between steel studs,and to adjacent One of the following exterior facings are Lb be applied over the gypsum sheathing. brick veneer. (See Items 2 and 4) assemblies such as a floor,ceiling,and/or other walls.Attached to floor and ceiling assemblies with steel fasteners spaced vL • not greater than 24 in.O.C. A,Siding,Brick,or Stucco-At minurn siding,steel siding,brick veneer,or'stucco attached to" OWENS CORNING SPECIALTY&FOAM 3• G MINI 111 111 111 Load Restricted for Canadian Applications-Sae Guide BXUV7 studs over gypsum sheathing and meeting the requirements of local code agencies.When a min 3- 4�„sfi, 1 2.Steel Studs^Corrosion protected steel studs,min No.20 MSG(0.0329 to,,min bare metal thickness)steel or into 3- 314 In.thick brick veneer facing Is used,[he Exterior Wall Rating is applicable with exposure on PRODUCTS > • y�/ Y 1121n.,Wide;min No.20 GSG(0.036 In.thick)gale steel or No.20 MSG(0.033 In.thick)primed steel,cold formed,shall either face.Brick veneer wall attached to studs with corrugated metal wall ties attached to each r r r k r INTERIOR WALL be designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural stud'with steel screws,not more than each sixth course of brick.When a min 3-3/4 iii.thick brick i i . I • Members by the American Iron and Steel Institute,Alltd.esign de:al.fl ls enla.dnocc ing the itnrcgulc.otrwu ral Integrity of the wall ve:frac::used,Foamed Pias[it(Item to)may be used. 10A.Mortar Drop Protection-(Optional,Not Shov n)•foamed plastic with mortar control deylce attached,continuous, assembly,including the axial design load of the studs, hall be e specified by the sel stud designer and/or producer;and by drainage holes at bottom of air space behind brick veneer. Project 0 0 I I H_- i i t I • 'k� shall meet the requirements of ail applicable local cotlagenkleshe m tud spa wail assemblies shalt sot exceed- e Fiber B oarder-Exterior hard board paneling,chemically treated over gypsum i I ( ( Vii 24 In.OC(pr 16 In.OC when item SC I5 used).Surds tached t loor e111ng t ith 1/2 1n.Lang Typ e 5.12 skeet sheathing with primed or finished face,7/16 In,thick by 4$1n.wide.Attached to studs over gypsum OWENS CORNING SPECIALTY&FOAM . i I t i ■ screws on both sides of studs or by welded or bolted connections designed 1n accordance with the AISI spedfkatlons, sheathing with 1.7/8 M.long bugle-head TEK fasteners 16 in.OC at the intermediate supports Or,.Mb r r r • _ Co") exterior tap siding,cheiically treated,7/16 in.thick by B In.or 12 in,wide,Attached to duds with PRODUCTS-WeepGuard ���e�� ��e��� ■ a B 3.Lateral Support Members-(Not shown)-Where required for lateral support of studs,support may be provided by 1-7/bin.iohg;bugle-head Type TEK fasteners at each lap.Panels lapped minimum 1 in. /�'�j &217 1111111111 /si ns RSIiI<dtl1id91F<LXiRk ► i57Rpi"a7 means of steel straps,channels or other similar means as specified In the design of a particular steel stud wait system. HIGHWAY V • B� MASONITB CORP-Type FT, J 11.Cementftlous Backer Units*-(Optional item Not Shown-For Use On Face Of L Hr Or 2 Hr Systems With AS 4.Gypsum Board*-Gypsum wallboard besting the Uf l Classification Marking as to Fire Resistance.Applied vertically """�,"," ^' < with joints between layers staggered.Outer layer of 3 layer construction may be applied horizontally-The thickness and Standard Items Required)•1J2 in.,$Je in.,3/4 In,or i in.thick,min.32 En.wide.-Applied vertically or horizontally with number of layers and percent of design load for the 45 min,1 hr,i-L/2 hr and 2 hr ratings are as follows: vertical joints centered over studs.Fastened to studs and runners with cement hoard screws of adequate length to y S g C.Cementklous Backer Units*-1/2 or 5/8 In,thick,square edge boards,attached to steel penetrate stud by a minimum of 3/8 In,for steel framing members,and a minimum of 3/4 In.For wood framing members S.W. WARNER AVENUE ••,,•„„, mi.utiSrOdatairitArSCROMWRIFASZISIZWECIMEIGCSEEMZI studs over gypsum sheathing with spaced a In.long,Type 5-12,corrosion resistant,wafer head steel "spaced a max of 8 In.OC,When 4 ft.wide boards are used,horizontal joints need not be backed by-framing.2-Hr System• ,•a, r r.•. -•..•,• n •,• ,•r••v.k :.•• ,f, , p Interior Walls Tape.screws,spaced a"in.CC,Studs spaced a max of i6 M.DC•Joints covered with glass fiber mesh Applied vertically with verdeai joints centered over studs.Face layer fastened over gypsum boardto studs and runners with Tl GARD, OREGON cement board screWS of adequate length to penetrate stud b a tel of 3/8 in,for steel framin members,and a minimum of 3/4 In,for wood framing member's spaced a max of 8 In.'OC.• Wallboard Protection UNITED STATES GYPSUM CO-Durock Exterior Cement Board or Durock Brand Cement Board. } ' ti...„_ ' Both Sides of Wall-�° " No.of Layers& hkns NA of NATIONAL GYPSUM CO-Type PermaBase Drawing Title Rating of Board In.Each Layers Design Load D.Fiber-Camont Siding CD HORIZONTAL SECTION g-Fiber-cement exterior sidings Including smooth and patterned panel or a5 min *5 layer 1/2 in.thick 100 tap siding. *Bearing the UL Classification Mark" .... '7Ys'r' r.4iait...oaaann:feam ar uoucii_Iial...4=8=7.1a ma"lidi7At,,,Wa..4., i:3a7.aiii1,..,,., '*' 1 iii *1 fayer,5!$In.thick 100 E,Molded Plastic.-Solid a r, 1 - „ ,o- vinyl siding mechanically secured to framing members in accordance with manufacturers Iasi Undated on 2007-06.05 EGRESS PATH �5.:�f`s". 3'„v .:.w_ f;o.';.% ?'"m:.uYFS:^.F: :;, :+•�k2aaY:=7'wr'•" ':'ba.:=.�tf:'n:.; 4..e'1a »,w.ii>'hs.i�:.,i .;. s I d n 1-1/2 hr •2 layers,1/2 In,thick L00 recommended installation details. Questions? Notice of Disclaimer page Too 0 2 hr C• .2 layers,5/8 in,thick Or 80 -ALSIDE,DIV OF ASSOCIATED MATERIALS I *3 layers,1/2 In.thick 104 SECOND FLOOR INC Copyright WI 200'7 Underwriters Laboratories Inc.® ', v !4� U t t,4 2 r `2 layers,3/4 in.thick 100 H , - • HEARTLAND BUILDING PRODUCTS INC The appearance of a company's name or product in this database does not In itself assure that products so Identified have been manufactured *Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and'covered under UL's Follow-Up ' is substituted on the exterior face, NEBRASKA PLASTICS INC Service,Always look for the Mark on the product. Project N umber Exterior Walls 6.Fasteners-(Not Shown)-Screws used to attach wallboard to studs:self-tapping bugle head sheet steel type,spaced UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions:1.The Guide. A...022 12 In.O.C.First layer Type 5-12 by 1 In.long for 1/2 and$/8 In.thick wallboards and 1-1/4 in,long for 3/4 in.Chick Information,Designs and/or Listings(files)most be presented In their entirety and In a non-misleading manner,without any manipulation of the wallboard.Second layer Type S-12 by 1-5/81n.long for 1/2 and 5/8 in.thick wallboards and 2-1/4 in.long for 374 in.thick data(or drawings).2.The statement'"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must . • i I i ( appear adjacent to the extracted material.In addition,the reprinted material must Include a copyright notice in the following format:"Copyright® Saving Code -evasion u"ix . 31 2 314151617 8 • http:lldatabase.ui.comlcgi bin/XYV/temple#e/LISEXT/1FRAME/showpage.htinl?name=B... 6/14/2007 http://database.ul.�om/cgi-bini XYVltemplate/LISEXT/IFRAME/showpage,hhnl?name=B... 6/14/2007 C http;//database.ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/showpage.htinl?name-B... 6/14/2007 D http://database.ui.com/egi-bin/XYV/template/LISEXT/1FRAME/showpage,htmi?name=B..- 6/14/2007 Scale Date Drawn Design 1"=10' JAN-2005 S. Jivanjee 1 2 3 4 5 6 7 8 , Jivanj e e Architect,P.C. ......0 PROFESSIONAL CORPORATION AIA 4 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee®europa.com A Nl!c! ; N,x, ci, ,,..„ i 4 cf) W Z n MjA3,�..i� ., BEAVERTON-TIGARD HIGHWAY .._.__.._. • 0 (STATE HIGHWAY NO 217) ■�■■ 1111111E ' , ', t' t1 . LLI 1H • %. 1,441111111111ll ,, , p 0 w B •• Ilia :: I-- Key Plan COT cam`' ■■ ■■ am o r . ■■ t ,. - -LI I._ -L__ :: r-- i■■■asa■/■a■■aa■aai■■a■■Imam a■/mama■■aaas■as■■luausa■■amass■■s■■■Ia■s■a■aassaaIUaIal: o ■ • ■ ■ ■ _—.J • ■ •. 1-D ••II C :asa■as■asa■■mush•••••••••••••••aassaors■I ■■■■■■■■■aa■a■■a■■■aaas■as■■■ss■I! • • PATH - 11 = 211 ' ■ 1H : ..._ ._._ -_- -- ::.3 : Legend M• C W I _ I • ✓■■a■ar• "' ■ ■ ▪■■I■aa ■\aaas■■malals■■■a■■■■■■■a■aaas asa■a■■■aassaas■■sI■■as■■■I■■■■aaas■ssaa■Ia■■■■■s■saa■■■a■■aai _ ■ as — as • ■ ■ F- A ■ ---_- --------__-_____ _______-_ — ______________-_ !_ I- ■ ■ EXIT SIGN ANDa ------- • _ • EMERGENCY LIGHTS• a a 1H al ■ _ .� _ _ _ 1 ■ • iia a■a■aaas■■■sa■aaaaaaaa■■saa■_aaaa■aasaaaas Ia■aaas■■■a■a■■■■■a■■■■s■■a■as■■■■s■a■s■I■■saaa■a■■aaa■■■a■■■sass■■■asa■ass■■a■s■■■■aa■■a■a■■■a■■a■■■■aslII■asa■■■■aaas!' ONE HOUR RATED ._ • -- PATH - 12 = 207' PATH - 14= 222' (___ WALL OR CEILING E ----- ----__ ----------------- ---------------- --------------1-1.---------_----n--------- n-_-______ r L-7. TWO HOUR RATED D +- • __ __1 ----� 2 H ' I'�' WALL OR CEILING ■ Al• • 7 OUR HOUR RATED • 4H "I'll WALL OR CEILING ■ ■ _ • IT- • • 0 SMOKE DETECTOR • •• Notes • -. a 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED • ■ • vv .. gg ..:, .„.r.,.... VERSION OF THE INTERNATIONAL BUILDING CODE AND ¢�,. �.. , k �3 ANY APPLICABLE STATE,COUNTY,OR LOCAL -__� • 1 H 4 _ REGULATIONS. • • 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF ■ ANY ERRORS OR OMISSIONS PRIOR TO START OF—E r■ 1 H �"'�_ 1 H CONSTRUCTION. O . 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE. 1 ■■ .m�mG -dam •1 c— -- SCALEIDD DIMENSIONS.DO NOT SCALE DRAWINGS. ER _■ ■ I—I � FFE 24'-0" 1 H <: NFE 248.60' ---- o-■ • • ■ 3 ■ Li__. 4 • • ■ • ON# ■■ -I F ■ ii; '' RI- Cr ■ • 0• • ■ ■ • _ N . a• .0 N C3 .z tf -- a � N E • to ■ LL__ ■ . : COPYRIGHT-2003 ■ NOTE:JIVANJEE ARCHITECT.AIA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND ■ DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE ■ PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY.AS DESCRIBED ■ IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER ■ _ WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. __� IN IN — Client • 1H ■ so a3(1:1„, 1 p,„ . .," 0 1 an ■I ••••••qi • • • ......,, ■� Project 1 H--- ii it • 11111111 HIGHWAY 99 &217 S.W. WARNER AVENUE TIGARD, OREGON ,�. Drawing Title 0 EGRESS PATH 0 THIRD FLOOR D H Project Number AO23 Saving Code evision u ix 0 1 2 314 1 516 [7 8 Scale Date Drawn Design In=10' JAN-2005 S. Jivanjee 4. 1 2 3 4 5 6 7 8 • 0 0 0 4 6 8 ® 1 0 . . • • ,_ .11 Jivanjee S ON CORPORATION ....i.i Architect,P.C.AC 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 : . " Ali ,.... -omaillall' Tel.503-297-5160,Fax.503-297-4635-jivanjee@eurOpa.com A 1.. .1 /I I. ft 01'.s" OA" / 20 /'-.0" 20 ,.1-0" 20 /1-0" 24 /1-0" 20 /1-0" 20 /1-0" 200" WY 01-1" , ,9 ... - __ ...iiiiktg Co ■PPy 0 1 . . . . . ... c■I Ank I • , . ce)c5 -•.,,,.°.::'`g:1) . 1 I Al& ink laW %IV 4011"- • • .c. . ,., . „ .. . ILI I D 1 1 i An . I /fa z N livb:,:.,..,. A-302 I A-301 - A-301 I . .. A-501 ,', ,, 3i• D ... „.....„ ,,, . .. . ...,. -E Al. ''' I sa ....) I A-303 A-302 1 ''' ''' ,......................ig;.'..I s',,;4,,■,,,,ILI kA W' :-.:0' U kf V Vs , p,-,4 j1 ik,' -EE I 0 1 • BEAVERTON-TIGARD HIGHINAY i 1 :. , • I I (STATE HIGHWAY NO. 2 7) i 1 1 ---r- 1-,s D ,111111111 a 4(0%,. / ..- - ' ' % 0) UJ t . I ri 1:2 I 111111111 ,t;., Et . . .. . ... III , re I I I I I Aft 1:31 ;:i I , . a,t ' td .. .t. • ,,/ n It. i X . I i i . 1 i NiiilY r, ,'- I up.1111111 'Mil . r . ' B A 1 _____,_____________ _____ 1 , ___ i _ .:.._ ____:.______ i . L . , , . 1 - e. I _.............._......... -.I. • . , ......, , 11FAMIXil ," ,..,;_a .,,..,.,;,. ,4,;.,tr.,,:4,,...,,,.,, t,ie: ,,. ;,1;n .„:,,- fi ) „ ,,, Key Plan :11" EA , ,-. t :.,t-, . .. 1 I i I alli %IP 0 -20 :G-202 , , i 1G-207 ! G-208 1 44.30 S.F. 44.30 S.F. 44.30 S.F. 4.30 S.F. 44.30 S.F. 44.30 S.F. 44.30 S.F. 44.30 S.F. -, I a 1 ,„: ,.. . I . i . C-207 1 I 11 B-218 1H 137.75 S.F. - ME ,1 1 I 186 43 S F 186.43 S.F. i ----a-orr7.------ ___;I I LT_ _ ID 7 6 i .1IrT'a "Os • S3550,1- •.- __ --,. (.1 I V 1 I , e i 11 11 11 11 11 11=11.1=111.110 .. I NW I • I 0 _ AI 1 1 . • oat I ! giiii . I ___., .7 _ _.....,- _ . _ .=. _ _ IT A-501 I • NIF I 4113 1 D-203 D-204 I D-205 I D-2061 D-207 c.4 cs' 4 A-202 1 : u_ 4' • ' n 140.17 S.F. • MAP 1 91 S.F. 92 S.F. 1 93 S.F. 93S.4 , 93 S.F. _ k ----------- ----------- -------- = : I . I r.r) ' B-208 mg i B-210 B-211 B-212 45.11 S.F. I la 1..... B \_ _ __ ., 1 _ , _____.______...,_ .7 _ _ _ - Ail" , ,.. _ _ _ _ _ . --------- .groir .---------- it......- -- -,Irmirmi 4 ., . . ------------ , Aimmigih_ .. . „Idiamimiimaimi ,.c"-i- iiimui_. mina _ _17477_ . . _I_ It _ 0 141.78IS.F. 141.78 S.F. 141.78 S.F. 141.78 S.F. '‘ - 1..-- '.7 ' IIINY . - . 7 7 7 7 , __inigriairallaillilffi_DZI Dill MI I I # 8 S F •.1 . il. ..„ ..,: A, i 1 , . „ 1 H • I 1 .. . b . . :1 B-220 !? VW I MII ....: ■ 0 Legend C ,a moor jam ,i ,'! moor .,,,ziw-_,,,- i,, I I,3 , 1 'IA 140.17 S.F. r- I VP __ iii MI porsr-/..4 - I .6k ------6:2-6T- D-209 1 D-210 D-21I1 1 D-212 1 V , I 1 ' --- I > ELEVATION DIRECTION . .t1 ,limilii .--.Apil .,' _ . A• _ 9 .1. 101111111 OMR .;" B-201 I I II-202 I B-203 1B-204 B-205 B-206 B-207 CV '''''■ 93 S.F. 93 S.F. 93 S.F. 93 S.•. 93 S.F. . F,i) k,,,i . . -- .. i I \ , DTM DATUM POINT r=, il ,iliiilli p-,-osz. , f to - -, !, lia". ,plimil ',140.17 S.F. 15[88 S.F. 1 140.17 S.F. 140.l7 SIIF 140.17 S.F. 140.17 S.F. 140.17 S.F. C4 A , ., 6 . I i . FFE FINISHED FLOOR ELEVATION ai Milled min 1 t 1 i . i di;''' CI r" I I I - _ '1, iIIIIIPai . Lc) , TOS TOP OF STRUCTURE --,---------- --- --- - ---- ---------- --------- - il B-221 ON ' UP IVA STA ' .41-711M'a Im/r"MM. II ilr:Mfa AIIIII .1111. i 4-1. ."1111=11 11 1 ., ,_ - i I --\-; 1 - TSS TOP OF STRUCT.SLAB - u- iir..•wo - ,_ iliallii .,, - .. 0..." ...0" 1 .11 ILMICZIP dair1111111111111111kIriallell al-I" ,i...II -• 1 - -------- - - i I ,---1 1 , ink-I 1 I 1' 140.17 S.F. 1 - I TOP TOP OF PARAPET b Aft 6 . ViF _ 11) .\.,„ v. Ai 410 :::-'' . %IF • _"____ ------iii -_ :.: , „i 1 I 1 7 411,11/TIk _ ..1 -4111. ; -I---i -- *1'144;4---- ''------- flii- - -------' --47;73 ..- '"'-. ---P.774---- ------ - "4"; 1 - 1 .t U.) Ei, Itrzt31- 93 S.F. NIP I D-214t- 1-1'U-21'5i 93 S.F. 93 S.F. D-21T 93 S:. El LL 1--ID--2 ritt-- ti . 93 S.F. _ ,.. : - , - 1B-2131 - Ma - k 141.78 S.F. 141.78 .F. , 1-8=2151 141.78 S.F. 1, I I --1-82161_ 1 1.8„...2i...7 I_ F__ _ ______ _ _ _____ ,• „ 141.78 S.F. 141.78 S.F. G-221 I 1 -- TOF NGE TOP OF FINISH NATURAL ELEVATION TOP°OFF ACsUpRHBALT ,,, , , 4) ________ -------------- ---------------- --------- --- ------------- ---------- ------- ----------- ---,mil-sit-I TOP OF PLANTING SOIL CURB - Eil i D 20 ' 1 C-201 C-202 C-203 l•C-20.4.1_ LC-20J ! ib . , I ILO .- B-22 1 _.I Iii _ _ gET• .1.7 - .4m...a L 1.1rn•"411 slrn'Al. AIM I. ,M11 , . .1117•7 as j__, Cralraa dir. ,. t -_41r11 _1 1_ ■1 B-222 erli ACssOPILH A 142.60.9.F. U 1 103 11 S.F. - 188.50 S.F. 1 188.50 SL. 188.50 S.F. 188.50 S.F. 188.50 S.F. I 0 b At& --ik.........--, - - --....4.1., ......4.40, . 1 - *..:■147,e -4,.:1111.4.-- ili.:■411ZA,' i 140.17 S.F. 11111111" _ - -•■■•OM ANIMINNIMEM AIM ONNIMMIMMOVO ea• ....i AM . _ k A-303 - [ I i I I 1 = .iniormi-209-. 7 tarn IGIOIFTA.. .111711M1 IITZW.I1 -fillET:i cmyrak .maim_ ai inimi .mirra awn .. i ...... ill) , A-301 1 B5 b , _____- - - - - I ---- . = _4 ..MI!. "IriTO - =awl -I- CalliGla "ILIIMIL11"411M.InM • mu ---------- ........_-__ i.• -11.411111161,- .4,4Nbil... . .....,,,- - . -..,:. . , -11. A-00 - D 1 1__.. I 1 ___-----_ _..,,s, .. ....„...., ______ ___ ______ ,, SECTION 1 I D-218 D-219 D-220 D-2211 D-222 D-223 G-219 G-220 , I , B-22' 1 E D 202 .• - c\1 0 8 91 S.F. 93 S.F. 1 93 S.F. 93 S.". 93 S.F. 91 S.F. 4. 44.30 S.F. 44.30 S.F. I Al i 44.30 S.F. 44.30 S.F. I B-223 r I DETAIL AND SHEET ail 103111 S.F.--.. I CV 6 i b Ath iiiiii 1 • 1 ,-- . . 1 137.75 S.F. i I NUMBER ......, Mt WY _.) 142.60 '.F. , I i I I Nail , I ta 1 ..._ All 1 I I 4D 41) \_ , . • _____ ..____, ,, ______„ ____.,,.,,i,_.,„„,,,„..„ I i , I , . . . I . I . ...., , . „. • 4 .,„ , " I 1 I I . I Ai 1 I I Notes I B-22 I ill I-7- 14-401 I - %IV . I I I 1 I WI I ink I irk 1 ti) b AU , NW I NiNY ,._ 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED olio 142.60 .F. i E 13318.F. -, ,... " I NW I 499 6 6 i, AA e,:i--".4,t-rt7„8?,,t11 I . , VERSION OF THE INTERNATIONAL BUILDING CODE AND I I . ANY APPLICABLE STATE,COUNTY,OR LOCAL k> -1 - -11 I . I I . 1 . I 1 I . . 1 • I - I I I . . 1 oCNTs0 AR RI IS RESPONSIBLE T oBEv Ei F IE TO CHECK Hs:TCEK.THE ii •IF:1111•111111111.NIIIIIII it G • • 4 B TO NOTIFY JIVANJEE ARCHITECT,AIA OF NR. OMISSIONS PRIOR TO START OF i - 111■11 AIMIIIIIMIIIIM OM IIMNIMMIIIM WO OM a al1111 D Alga . , E co Ical,302 I --14-B2-.-6-202-'1.F. #iiho il , 1, EL VETOR., A-302 : 0 . • ,- t,:l CONSTRUCTION. Ai DEN:AyTNNHLUSESLETL REGULATIONS. SOR CONTRACTOR cNi • I I A-302 Y A-302 A-301 I A-301 -.. MI _7 ___ - __ \ - - - li 11.14111, 1 I IL----_,........_ 4.)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER N.W. ELEV> -MEM A-202 B-224 B 20'-0" 20'-0" 20'-.0" 20'4-0" . 20'.-0" 20'-0" 20'.-0" 20'.-0" 20'.-0" SCALED DIMENSIONS.DO NOT SCALE DRAWINGS. , '1' ,.' 4' i' ,f . • ( i' 4' .„ i . ..1..:11 I 142.60 S.F. ' 1 FFE l',0" TS 21,, . k cri) _i_ ___ NGE 38.60' • - < . Q . (NI 9 1 0 ..., ._ ., , >"'I I a . CL ca . 3 .011011A4 0 . •z e . B-22• ____ __ 1 B 1 T-Rir irk 0 6 111110 8 <,..., .i. . . • .‹. 142.60 1.F. 1, 66. S.F. - NW 1 • . • . . ' . . 2 • a...... 01\- a ill Lu _ ___ --- -__ _ 0 .... • _______ . ---zuj 11 ii , s , 1 10. C1 F 41111 Iiiiir , B-230 I 11 El IFI-402 I t. i 66.10 S.F. -. 1 . 411111k Ci) 1 . . 0 142.60 S.F. }___7________ _, • c cl) 0 • • . . , . .0 x ro .ro. § cz 2 = ... t6 b 1 , . > ri E c., a) o) c . a) X o) tt . ii*) B-2311 i!i . • Irk II b • COPYRIGHT- 2003 142.60 1.F. , .11 No ,.I: NOTE:JIVANJEE ARCHITECT,AtA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND DPLANESIGSNARCEOFNOCRE THE ES CONSTRUCTION NSSTT FtA STATED I 00 RN IOPLI-UOSNTERABuTEDDINOGN oTNHLISY.SA8HEDELCTHRIEBSEED %V . . . Hi . . i 66.51 S.F. -. . •1 . . IN THE TITLE BLOCK THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER (I) , \--- _ TI . I f - _ ...... ______ . . . . . . WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. - -Ei ----.-...----\ , ... ' I-1 • • . Client ---_- ---.--kg 66. 1 S.F. . • A-302 A-302 Arilk I K-201. 1 0 WZI1 11' .' . ' l , • .. . , • , ra- 292 S.I[ 11-7- a .. 0 G ti, 1 i F , . . .‘1 . . ,,,,-. 04 4 .1.11••• .-IC...1C--.....-..JOIC"-SAC-- .■■•••■•••■■ /1111. il EMI , I ti.1 Project limn. as ! • . • law 2 i ITAmillnialtio. .N : 6- &.I. o, . 0111111111111N11111.--v i; 0 . . HIGHWAY 99 &217 4! ___ ____ , , •,, /j■ lir 4 Cr.;. ----tr _ ___ - S.WTI.GWAARRDN, OERREAGVOENNUE 1 1 . . . • .,,...,. :,_ . .„ ..,, „...,... , ,,.„.. . ,.. „, , N'''''' ..,,, ,.,,,,,.:.„..„-, _,,„ .:,-.„.,..-..,„__..,.. „„... .., .„ - , ,. , ,1.111 1...i n 1..i 11 ;1.411 F5 / A-501 Alnik Alli I ‹.- Drawing Title . i NEF i WI • I ... . i7-D CD .1' 11'-3" 1 20'-0" i - ,". . t 1 I I F co 61 (1-.) . . .F . SECOND FLOOR H I I A-303 a) PLAN . Project Number • A-1 02 ei 0 4 .. . . . Saving Code Revision Suftx . 1:1 1 2 314 516 I 7 _ 8 • • I • Scale Date Drawn Design • 1"=10' JAN-2005 S. Jivanjee , . • . . . . , . . ... . .,, . • . . .. . . . . . . . , • . , • . . , _ . , 1 2 3 4 5 6 7 8 Jivan e e , • 0 0 . 0 Architect, P.C. ('� PROFESSIONAL CORPORATION 4 6 0110 8 9 1 V -4141 AIA ,1 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com I I I I I I I I I A I 11-3 ' 20-0 / 201-0" / 20-0 2V-0" ' .....0116;61111111111111111111 rr r r. r rr r rr v.,., r rr ex 1. rr r rr 20'-0" rr r II _ CO _ 60r Orr IAr ftiu err Mil N 0 36-9 ,1 A t I A CNI I 1 i i I I I iii, I �► �►( � � D , ► I I I w w N I 1 A-303 A-302 � A-302 A-301 � A-301 A-5Q1 �i� � �� 4141,t. S�' � ,�j I :J �,- 1,4111P4 I I ( 1 • BEAVERTON-TIGARD HIGH AY µ „::: 0*IC 1 (STATE HIGHWAY N0. 2 7) I I i I , - - - 11 8V 411 I I 11111E CI- Ce v EEEEEEE� ra Y -Alp OW?.7___ ® tir Q���11��I - to _B !'1 - - - - - - - - - - - - 1 - - - - - - - - - _ - _ - - - - - - - - - - ; ©� - -- -k. 4141. Y Key Plan 1 1 . _ . 4141 ;., I I i 1 1 I I 1 1 I :,,' B-317 I .e► I I I D-330 D-3 1 D-332 D-333 1 C-306 C-307 10 137.75 S.F. affil, I i I I I i i s4.01 , I I 91 S.F. ` •3 . . • 186.43 S.F. 186.43 S.F. 1 , 0606-------- ---- ----------------- --------_ _--0606__ _ Ot - - _ -''r----- �'- - - - - - - - - - '`.'+"J - =TT�i _ -•L-T T s r rr r to IP„ - N -"crrrra _ _ s__r.?_a_ _ >�-4141 Q b 1 _ - - - - ,-`„ i,-/„ 1,_1 r /r-i° a Ir-1" 1-1 1-i ,a hi I ,c I t I I I _1 I I M ,,-� 'n W , /Milk I B-318 4SEELEV . o . a " A-202 • A-501 u. v © �` `� ( I a �� a I sr v -', 9 40.17 S.F. , 1 I 1 ! I Lc� I D-303 D-304 1 D-305 I D 308 r D 307 ' ,E. I 91 S.F. 92 S.F. 93 S.F. 93 S. I 93 S.F. - _ c 0606_ ----- --------` ---`- ------0606 4106___ ---- G-301 I I B-310 B-311 I .:.<.-.,4141._: :.�:. 4141 �:41,41.. 45.11 S.F..F. " B-308 = +� B 310 B 311 B-312 s B . _ __ ... ____ _ . I l i ,4141 /i ------------- ---- ----- - - -- - -• 0606 - 0606 ^r.Ta - 1 441.78 1 S.F. �_! -- = ---- -,■-----�.-., 'TS 4141 •., f/'T1aL'aT.T c�L�� I . w i _ S-Fi--}�4 X 1 78 Sr F-- - 91 78 S 41 78 S.F.S F 0606 0606 0606 0606 3933- I 1-78�SF- s MI .h 1 I I G-302 I t.- ,- #' • c°z? I 1 Q ! I 45.11 S.F. -ii 1 B-319 • I I I M , I 1 I I Q _ :E 1�� ! III ° (D_96)-0606- --- ------ - D-9---- ----- D-06) I I o I ► Legend ` i-- r I I 140.17 S.F.It�� I 1 I i' I G-303 IWW �� { - -3 I D-312 --- I 1 I i ,� 1 > ELEVATION DIRECTION 4N ,IWIM �� 1 1 I I t 1, D-308 D-309 I D-310 I D 11 _ --- - a ,[MINN mile A I B-301 I I I -302 I B-303 B-304 B-305 B-306 B-307 N a 93 S.F. 93 S.F. 93 S.F. 93 S. 93 S.F. o .,� 1 4 - _- - DIM DATUM POINT Q 40.17 S.F. 140.17 S.F. 140.17 S.F. M `£' ( I ,�, ., tr�� mom ( 14Q.17 S.F. 15 .88 S.F. 140.17 S.F. 14 .17 S 1 i •••.•• _ a i r I G-304 ! FFE FINISHED FLOOR ELEVATION IMMO �/� , I I IlI I I I ' 1 I r' Ifllll.- pN ----- ---- --- --- ---,------- --- .-------- - ---_____-- ------ -------4106 1 I 45.11 S.F. ---', _ I �'' I B-320 I TOS TOP OF STRUCTURE .ama I rna : -41 41 r.�a 41 41 0606_ - _��_ __-0606 _�_- ��� _ _-_ _-0606 _ -.� ------- -- --- ------- --------- ------ -- - i TSS TOP OF STRUCT.SLAB - 1.7arx, S:JICl'J t:iCJr'J 't rc.L. ■ ace:, r•zr.c r, \ -- - _-- , } r rr r, r rr r " r r. r rr r rr r rr r rr _ 140.17 S.F. ink I -1 -f! 0-1 1-1 1 0-� -i f-1 / 4-6 �. 5-6- v 1 I 1 1 - o I NGE NATURAL ELEVATION 1 `-�' - - - - - _ ,� • . - :_-- -- _ _ I - -3'1 i 31 _ - fl-3 I- - - - - B-343 �"� - - B-3151 I d-316 - i _ _ - - -_ - - -1- - rrs o - 4141....., . .1.. ..` = ''` h7'313 r 1 �' �d` g I I 1�I p c� I I �T CURB TOP OF CURB `' I --------- ---- ______ ill-------- ------------ --------- a 93 S. S. 0606 F S.F. S.F. B ,,,.. I 1 F 'n 4511 S F SOIL F I SOIL • _i I - --------° _---------- -------0606-- _----------- ---°---- 93SF 93SF 93SF 93' 306 G � i ----------------- -, _ T O PLANTING L 1 Ell I C-301 C-302 1 C-303 C-304 C-305 0 ,-�,,.;� I ,-�,, I 1 - • - - - ^- _ - _! B 321 OP EICE B-32 , `� - `.-,�,��r ) a . bra r,r,a� _ �.�aa►a=�-_mss- - ,;��A E 1031 SF. 1 .50 SF. u. _ -1F. o d w • w 4106��w • w w�.w LLr w 41w4141�.w�.w r w ��.w wr✓w�a.�w w 4141ww414141 w�.w.w w w .�06�w06 w w��w.�w r.�.ry w r�.r•.w w 4)r��w w wow w.064141.ww•w a�w w w w wwww w w 41�ww w w w�41�w "I I I f ` i I ! -_ B5 A-303 { --! , t , I , I I - - .� .: 4141 4141 4141 ..�,� 4141 0641_. .:,r.Ta .: :_,� - • --- -3 -- I i I, 0606---' �•� 0606-_`=rc-� _---- „.„4,,,,,u.. --_- ----_1�.JECCIJ 06--06- -_---S.Ni�CiJ"-_- -_---„,...„„m„,,.. ---------iJICf 1-_" ----_ ---,--'_-- rT;-_�re�1M__- ---- `'�'"0606 --'_�RiC4/---_ SECTION D hi I !1� A-00 1 I 41 D-318 D-319 I D-320 D-321 1 D-322 D-323 D-324 D-325 I D-326 D-327 i D-328 D-3291 i B-32- U 0 [�`M M cs� B-322 I ^1 DETAIL AND SHEET i I N n ° ° 91 S.F. 93 S.F. 93 S.F. 93 S.'. 93 S.F. 91 S.F. ° 91 S.F. 93SF. ; 93 S.F. 93 S.F. 93 S.F. 93 S.F. 1 • /� 1 1 �„ 103.y 1 S.F. I o ° 137.75 S.F. Amp, I NUMBER 142.60 .F. I t - `-� I I I 1 1 I 1 atil -------Jr 1 - - - - - - - - - - - - - - - - - - - - - - - - - ............. - - - - -- - .-- _---- - - - - 0606_- _-- - - - - - - - r. - - - - - - - - - - - _ 0606 - _ 0606 - - - - - - - - - - - - - - - - - . - - _ 0606 0606 _ - - - III ( I. II -- ' -I { I I ( i 1 1 1 I I �+ 1 ( I -- I ' I I Notes I I • I•I B-32111 ! IJ- 01 I I I I I I I i I I o I I I �I I •- 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED 4)0 142.60 F. ' �� 13 S.F. I VERSION OF THE INTERNATIONAL BUILDING CODE AND 1 t a. :t I • I I 11: i5, :g$ a$°`�:. k. '�s APPLICABLE STATE, OUNTY OR LOCAL ANY APPLIC T ,C , o -"-� ►j REGULATIONS. `� 1 • /Eh 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE B-3271 �' ��' PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF Q - -142.64 F. �t� "' r-,_'w G7� A-302 EL VETOR A-302 ANY ERRORS OR OMISSIONS PRIOR TO START OF. E I A-302/ A-302 A-301 I A-301 CONSTRUCTION. 0 _ \ - _ _ _ _ _ ________�___0606__.-__.� 0641__ _ !II, H _ ' - 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE. 0606 I I -.......a N.W. ELEV, q 4.)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER A-202 B-32�' •t 1 ~ 1 1 ri 1r lu 1r-1u 1 • ©' f° ,r-1• 2,;}r-p' Os ', ,n SCALED DIMENSIONS.DO NOT SCALE DRAWINGS. 142.60 q.F. t;i I I I I 1 I I l I 1 F E 21'-0" 1 H o -_ -` TT:L: I 9� 1 0 i 0606_ /"�rLJ1 3/\_. . .AdlgIIIIIAtellk '4? B 32•� 142.60 F. �� ' ' 66.50 S.F. °� d W 2 ��'•i I ® W� Cf4 - \-- - - - - - ��__ --06-06 _ _ _ _ _ _ 1 104 °. . 0606 0606_--_--,.-�. �„ �.-- --- Q 1 �H- oz ;r F • ' r 66. S.F. z ty 0 . I 4106._. 0• .. .I B-33 I ili: 1 I14260F. _ . - %if # �� 1 o x m ( I 4 - _ 0606 - ll � � � 0 � o -��`fl 't1I S.F. c� ai v) c • I©� 1 cn B-331N�•I _ H-204 COPYRIGHT- 2003 int �; "' I I NOTE:JIVANJEE ARCHITECT,AIA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND 142.60 F.I E// „� 66,5?S.F. ap DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED E IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER (11) - 1 0606 I- WITHOUT.THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. �- _ >r=•• -- --0606- _ H �» - - H Client �, 66. 1 �, A-302 K-301 •, �i . • A-302 I • 340 S.', .;, - _ �- - . G . _ _j ,,to ra(le 1 I Project . INIIM Arli IM - P. M NW '' Ir i �1111111IoN 1 HIGHWAY 99 &217 _- 111lIIg11 s, _- S.W. WARNER AVENUE - - - - - - - - - I t - - r - -_ I - - - I - TlGARQ, OREGON 1 I i I.. ,.,..,.�:.,�.<.;,..�:,:, 4141.. „.._r.�::,x.:�.:-a, ;� I H5 /� ( 6 I Drawing Title • ° o A-501 !!' Sa.01 I 1 • r rr v.,. I I" • \---\ F THIRD FLOOR PLAN H I I • A-303 • • Project Number A-I 0 3 3 1111 4 . Saving Code 'ev+s+on u`Ix ,_ . 0 n1 , 2 314 516 7 8 Scale Date Drawn Design - 1"=10' JAN-2005 S.Jivanjee ... .. 1 2 3 4 5 6 7 8 . . „ _ _. „ . , , ... ..........„ , _ ..,... _ ,,, _ „ . . 0 0 0 4 0 . 6 0 (8) ® 10 0 0 • ......,.., ArmcAhitect,P.C. PROFESSIONAL CORPORATION 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 T 1 Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.com 1 . )°1/4 . I ,,r. OF GUTTER co o • i C■I i . INIII■ sa 4. Iri:T I dm . 110 Ill llei . z UJ RW I Alletr**#* __I A 5,A34-' A-301 DS---\11 .-::''!7;,.•'-: '• A-303 A-302 w A-302 A-301 ,v-,•0:Alt::• '' .., • • /74 ,r,„0 n-t, ,...,-......— 1 ti:,,, t•, . , UJ C'4-6 - 30' I P-114114 ' Z ::: . LEAVE 30' , . a BEAVERTON-TIGARD HIGHINAY N..0 — L i') 0 I (STATE HIGHWAY NO. 2 7) \/ 1 ------i---- •- • U) I I ' - ' i- 1 1 ' * LL1 RW 11 . .,., El,,, R ON i' GON tzt ce i I I DS--At a. I I LINE 1F GUTTER i MIN ......_ , ,, i i . 1 1 ;:•,,t CD . .. , . F C I O Lai I I „,,,,,,, 30-8 I _ 1 II ,_______v 1, _Jt.. iii„,,,..4.41, Key Plan B A 1 i— L . . a 1 1 . ... . , _—_,.., _____. _,. ... /7, ,. 1 2 3 4 5 6 7 (._ :::,,, ,,,,,,ii,:;,;:;,:•,,,::::::,,,:, ,!-.:::::.,.. ,::::..,....::: ,:,.'::.--:::::.::,.:: :‘,..,:,;e f:, ,:::, _,:,.,.._/:,, _.,:": •,.„_ .,:..„,,,, „, 8 . ,Z.-------- — 111/2jr-mAl:hrst:IcotaN,pAn,c63.--/ cc Li ,. , v „ , . , . , ,. ,, ... , , . , „, . : ,, Go o co . . ,. ,• . . , 1 ■,..,- . . . ■ ,, . ' n.;-:..,, 'll.,:::11,:: :,,_S;].::'::IrliS.:,.:1.'::::''':.',:: '::7::::'.. . . ,, ,,, • ,'. ' ,) Tel.503, 9055 S.W. Bearton-Hilisdale Hwy.CORPORATION 97225 AI ,47,4 vit.A .., - ''' ''' , 5160,Fax.503-297-4635-jivanjee@europa.com A Allik / A- 02 A-302 c5 4H / % .1 ,-,, / • 20' 20' 20' 11 20' / A allillill...11111111111111111 ',--' ' / 1.1 . 0. ,... I r I # # # _ # #... z # .... # # #4. 4. # zdy 4. # # # .... .. „or 4.4" .. # # 4. A. ..■ # 4. ...- # A." ..// 1 / ././ / I- — „ , — . .. ,/ . : ..dt 0 „ . A I /./ / / 41/ / /r7 . _.;)„,- „.„-------....... ......, .,„ 4, ....„ ...„ r Ar . ./...Zir . , . — , ly z A A v . ..., :'-'. 1. Ø ex tro , . . . . , . / 0 - m . r EMI f,„' ? : - ;:'' ': ,:', i ' •1' ' S.: 41-10" 11'I p y// A N ...--. — ---- Ageli 'MAME : 6' Mi..... . ........irwilli „II =min 36' Mill I 111111 I 14..11.. =III / 4 / 7:4111111 ELECT. RM. ELEVETOR rj I I I I I I 1 r SP"'INKLERS I r'd111111 4H / X TRASH CONTAINE''' Rao M . / ADA TOILET 1 1 ELECT MACHINERY ELEVATOR r el 10' 2'-6" 2'-6" 7 6" 2'-6" 2'-6" Z-6" 2'-6" _ 1 . .. . , . . , LU ED 4, A / to 4H I I 5' X 8' - — — ed. — — - I I 111111 r r w BICYCLE PARKING , 4 _ \ TOS(-)01-6" TOS(-)41-fr it . 1 A FFE 00-00" I „.,r, ,:: . :.-_,-,,,..1':. - - '- Key Plan 4 RUI0 II D TOS 227.10' TOS 223.60' ... 111 NFE 227.60' 4,, 1.- . .„......---.-:'2....' r''' ' :::-E'H.,: ' :::,=;:::'• / B \* 0% ••••••••••• • • . _ MINI willIM■1111111111111 0 IV IV lid, _ , OMNI , ill .... ..... ....... , , ....... ...... . _ ....... . . . .. , ,, ,...... .4 V / , ..... ••• . • , ., •. , 0-- A 3 / A-303 kr, I 9'CLEAR I ‘...... , , - , : , „ .., , --, Ili -',..--.„, ,, ---,-. :,,,,,,, -1.. • ...7k,,;__Eiti.,,,,::'___— . 7''' 40,,rei.i.., _ ,011 ' . ., . _ . . , . . ,. „ . . . : ;;:i- D iLimillammalitr,F, ' '''' ' ' D 1 6 am ,, „ - V I 4 P A Miliiirlaili r ...1 4. .i..W A=Er r riallillilli.p Ill p.m. -.... P' ar ..- .......„47,. _ or” _ _ _ 00 i , . , . ..........H li M614 Wirig710" 11 lii 11-10" 31,\.MEV Is 13' Mall / .4::,,,,,,. rod ...._ 7.,,,i,_ ____ ...._ ___..0 _ _ _ 0 i , „ , . _ —4 : : . , ,s 1 ,. . , ,,, i / I I „ ., . ..: , . ., , I .„ ‘,. 111 1 / . „ Ey., ../,; . , Di 4 r.c.) , • , : . : . s,.. If A-0 1 2 -, NT; ., 6" ' ': ' ' ''--- / .. FFE 0000" a NI1 .4 /196i4 , , , . -. , .1--- NFE 227.60' 11114,/ \ Legend 87 \ 41111141■!* \\ I > ELEVATION DIRECTION A-0 2 ,,,,-.4,-,,, C III 3-7-1EITUI A-0 2 A-012 1 , " r, .`'..-''' ........ -..-- .........- roo i ,....mie/ , ' ..t i • '' ''' \ \ A JONI lorrho . \ DTM DATUM POINT "' /. //IMMO . . :;' .' ';,.'',': ''.;Y.: : ,,...i. . , . . , ,... - ,„ , \ .,. \ FFE FINISHED FLOOR ELEVATION 111711S1 01-0" %IN a mil-bfri IN ,, .. . ,, ,:,.„,, ,..... . \ TOS MP OF STRUCTURE - i TSS TOP OF STRUCT.SLAB TOS 227.60' \ Iiilli414,11111T0." :,..- -; : -, ' ":,••',... \ TOP TOP OF PARAPET , to - „ _ — TOF TOP OF FINISH a=nolli — ;•.•L — .' 1 ':-- ' r laninkler ; ...- . , ./:- : ,• :. ::: , NGE NATURAL GROUND ELEVATION ....-.....-. r_ _ _ I -771 --', 11111110M1 41 ' ,,,'''„,' • f ,...„.... . „..., SECTION ,.. ..eri'. ,•,; ,1) ■ . . , \ -,,- , I' .. ..,... . \ ictli 1 p3 a P4 P5 P6 P7 , . o. Lill , ki,•;.;- ,” : :i. ,, .. :..:,,':,::: '' - F---. ----)",,--,--ND. /ND D ....- a g ADA iiiih D CI LL1 414 61111111191 ' CAR 9, CAR 01 CAR CAR . .... - • 2 ''''‘1‘\, 0 2 4 6 8 0 - '■,,,,: CO * 1 -.- ,.... ' r „,!,,,,, ,....... li. t . 44.7 , ,...,..„. ., ri „i„, 1 . .... , ,„.„ 4.ki 0 ,m''''''''' Notes 1 .„ t. , - ., UM!AMMO I L _____, _ - ..- N■iiiirokir,441,11 ilk.7.46. -ki.,,.. -.11 _ _ in, ..e. Ai 1 - - - 1 1 I -4-w - I I '''::, ' L. -.1 --1 ri .d.r. ..• ;.;.,.,.,,L,.....,.____ _ : . , tir , , . „ . . . , , . : , , - . _,„„.,---- _..... ......_ ., ( ..,. .....1 ,B17 , . 1 ' \ . _-. . : ' ;,,r7.444 Al n11-7- tr , . , , ! , ,,,, . -:, 0 ' ' ' r.......1 6'8° I 1:I ER NI i 1 iv 1 ,,s- . r.„)...,,v ,,.. 40 ,, ,el, .\\I -•'v ' .'' \.' I I., .'4' , ' '''Sr,7.. -, :),r,:1-_,:; , ,I: 1/::;:: I: :: ; :',, , ,:\ ,:, FDIuNsitAILN,\GGF.clArDNEsTTORuBcETD10ENTER/M)NE i t 1 1 NMI IIIIIIIIbNIM ,,' ________ "7"": i, '%"I 1 i: ‘-- ,, ' -,, '''':'t --.j :,,,,Tt:"T--,T ' -7-7777-' „ .. CURB pip ,o. , - ADA SIGN ---r- ......... iihMillatilroo,_, ii,I,Ir 22.1 -,--(' / . .....- ■ . ,\ ',. // SEE D5/A-012 --------- Mb! 11111/1111111.11111.- :fL,'..,' -- -41 - ; - ,,,. : .", , , .,t.,,, ,..i....,- ,t, ., i" , , CURB (-)0'-0" rov :: -----.- 1111.F11111111r ------------'4,:, -.:,:,...---.--- CUR. (-)O-7 - , 1 . - ; r--,..-----1, -71"tf i ' ' ' - '' ' sT' 11. 14. '''' 1 t "I'' ' ' „11,1 -b• 24.73' . 22.50' ASPH (-)01-6" 111,PH rirf-gr - --------.,_______________ _____________ ASPH (-)0.-6" __----- ,,:::‘'1:' 1111111111161231111111i111111111.111111111ii r Mil • . , 2,a / 1 - ' , I. ill 7 '.SPH (-)Y-4" 2 ..# .".1, ."'....... -------'. ------."".-- -------------CANOPY ,4, '''",.;,, A. t •2i',,, E ..„. . I hr,t is ' / -.. w I I ..t.:,'7. t1.4\ t . . . ...,,, / 01 I , .,.,. .*. i ., G01, I N, ' 1 / ,'„I' OM 'Y'!,er, 1 4 • t '4,1 1 ''',1 1/H „iv „,, , 4 ---- "7”" ...■ _44 1i, $ V . ... _ A-302 7 4., , ' . .1 , ....._ L, ,,,i,(,,.v,',',i 1 1 . IN. Si I -"t'' ' — /- - L v,,,',:;,,,r1N,,, . : . \ * ,.. .,.•+.4.,.. , -465 i / . \ IV /I I '-. ,' . ' .,, rv, j . ,..,.t ::,., , , _.: 2, .:,,i iLiAt.'''''' ... ////" 2 / , \ , / ,,..r. :,\.., : . , (390,- / /.--. ,o, / i i \ / STAIR MODIFICATIONS, ,....I , / .:= 1, 1 '..i, ''',,, I 1 1 •-:,, :,,,,,,,,,,,, / I/ i 11-29-07 x , :..; / GMDE MODIFIATIONS ,i / ''...: ,'1,t:4,.',',,'''A.,.-*'-'t',-*io'ir',,'''_:,'.y•-,,;,',.,,4,it.,-:,,z.__-,,: IMIN.1.111111■11111111■111111M111111•11! fINNONO • \ OM.* 1111111011011.1...................... MINIM , Ot 4111•111•11................... MINIMS 111111111M1111■11111M1111•111111MINNI Mao. 0.11■11/ . F _ 41011111■1111■1111 111M11110 ............./.■ 'MINIM c10.............................. ........ .,,...,u,...................... ...... ......... ............................ ......... .......................... .........I 1 1.+0,...... pm.. comi ''''',.,:. .../ r IT, / - -, - 7 '"'" • - , C (1) 0 k ,., T .* ,,_ s 1 , I, , 7/7 // i II 'I i H6 / A-0 , 1 ' .. s .. (I) , , ‘ tr , / / co \ - / ‘ , '• ::,''' ' / I.; COPYRIGHT- 2006 . II''. s,, , Nom JIVANJEE ARCHITECT.AIA.SHALL HOW ALL TO THE PLAN OR IDEAS AND 1 ,, i 1 1 I / DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE ''''' f..., 1 / I .,,.I , ,f / ,...........H ''....'. ....... ',,,,y / / ...... / / .""'''' ........ ,, , SPLANS T R U TAI .1 NOT 0p FE7RTNor,AEI EsBUILDING Cso i pios COPIED I OF ONLY A NF ----- _______ ......„„*„.„, AP'.7 , ' I i 1 / , WITHOUT IN THE EOS TITLE A RTEHFSEOL ROEXPRESSED rl 1H.THCEOS EN '411I . y ; -, 1 '*: . Ht""DWHADEESSITSGCRONEVIERDR. t / ..7 I Client , i .. ....._ ..,_....,_, , _ ....____ / / a td - / AN " '", j , ill 6 M i ir.,''',1 Cl/4e / / i.: '' ''-' 39'-72 i ii 7" --- torltle " isu pi, i G I : . m i 1 d .•.. / , / :,...: ig a ' v Project ' El i ra __ ., .:., as . : ,. / i N ■---- ,,,°' \ Esu , )7—.7" all MI Vi n - WI ,,'/ HIGHWAY 99 &217 gra ,,,,.... ., ‘ 1 ' i u m S,W.WARNER AVENUE i . 1 .„ o tig fij ----- • ,- N 1 „ , TIGARD, OREGON i in ,....,.- --- , -0,-, 1 Eli i ti „„. . - N\s , „ ra .4.4t _ , 'i Drawing Title 20' 20' 20' r ,, , , 20' ---..,., }ii -.7.77-4Z I. i .„,; 4,4" -,„-, / / i ,v. - ■ i / / \ 47- ,. ... 0 t, ......,_.._-- ‘ 1 - al , , „._. _ \ ca A-011 i -- i \ I24 LOADIND AREA i , z-44 .4*- N •.,,,, „ '' / ‘\ : H AM \ RA .0,,t84:** . ,. @, I' , A-111 vwwi-•-iiiiiiiii•ww=a 0 \ \ , ,-4,,NY i13 .&70.' Project Number \ 4...,',1, N1111111111111e ,, ra Jew .4,1P" , Saving Code "evision u'ix / ,• ,r/11111-111-1111rnmseill1-1111-11111111mwm-ik:'' \ El 1 2 3 4 5 6 7 8 go ,„,‘,N7 Scale Date Drawn Design LW 4,,,V . .4.NV. .. \ 1/4"= 1' JUNE. 2007 S.Jiyanjee au 4,..v-, N ria■rirromirrawra / ig 4,4 _, /I \ 4.,y' / wi &.,:ilr . ' - ' ./ \ . \ i \ / \ ... .,...- ...........„. • i . „..... . , 1 2 3 4 Little :::,:i 7 I 8 , - : \ - S4.02 . . • Ji.v-anj ee , \ piL ,, Little ParkerTm-Bicycle parking moduleslm Page 1 of 2 1 '1, d 1 B ,..i........._ I fq .., — ____ .,,--- . I............. . — ,.- -..,, , Li Parkerrm Specifications and Teclutical Inifori;ti7otti , t:..,7::,,0: ,:2:::i,,: f,:,;,,ii,,,;.11,..i.:,,Iiii:cP4;:1,:..,0.fl 2 , , ,, ,igt Architect, P.C. PROFESSIONAL CORPORATION I I I ; Kr ' . ...„ ., ,. .. AIA ,. 0, r........,-,—,—.41_,==iii III , I it. .„.......,_„..... . 4p. .... , . -- RIA114ffid ‘!- E-.01@iswi '' ,.. 1-1' i :' ,,.,',. .1-7,- '7:,‘'.',:' ti:„*.. ,144 , 9055 S.W. Beaverton iive.rtonr-.Hiii11..sdale Hwy. Portland,OR 97225 , I" al • , , ..;,,i,i, rAvivp7ii, Ornyckedw ,!` 11 , @.1 .--- ,. , H ,„.,,,,, , ;e2 ' ill 0,2" ,,,,,,,L ' Tel.503-297-5160 Fax.503-297-4635-saj ivanjeearch.com ' ' — \t ',..:ka' Ilnduatst. A i ,4 .,,,,..5.,,,,,; . 0 --, , ._ 0 I b s Home Little Parker • WI Mura Contact Us .- 1 II"ECYCLE. FH .„. . , . ,,,.., Horne Little Parker LO It '.','3,:i'' ' mini:::":,-'1'1•.t:ittil:4:::Ylitt:;:J:rll o ■ ONTAIN-R . 0 i _ ...11 . - ., .,„ fa- -...low 1'4 , . 41 LITTLE PARKER -BICYCLE PARKING MODULES LITTLE PARKER'"-BICYCLE PARKING MODULES ii -. X 8' :z.;:-.• 11111.1111111, "'il . - (5 it il :Iir..-.dhi.,..■1' , ' k7 . , .,. Specifications and Technic,a1 Information: a A, CO Little Parker"Features; fir _ • 11•1111111111, ig 111i1117111111111, 1 :,,, . , . Patented design.Sleek and 7:.,,,,w:::: ,:;:t-7:,...7 f.;,,,i ,,ii,s,;,,' 1:1: 111 i.0 . Module Technical Specs: Installation: .. i ...MOM I -32 ellt:',,, Z IINICIIIII ___ _ ___ _ ..1 ....,______ _____ _ __ ri.__j_. _ _ _ _ 1..... _ ___ _ _ ___ _ _ _ _ __ :.„ .,-,....„..„1/4, : I t ____ _ I ; • Height:24"(61 cm) . install freestanding,flush or ..• .,, i I , - - .. — -__ .....-__ ___ _ . Width:4 1/1/2"(114 cm/ angled ss°against walls • foSe:aermecaustP enriaapbtycri jteaivarmsispe:riiitistyd_ens holocldv::aingnepaodinyt ',,,k':T,41,":ii.,1',.;,",:-:.,'ii,i9P1,i..14,.i.01,7:.. .:':A747 ::,!,;,::,4:‘.'1'„i i,:.:;.:::'••,7::''')1;''1 • Sid A'. It _ — i diaLl .....1 IAN , . . Dsmeeoepudiuh,iity:e:,a,idEz.6)cm)for • Mount via base or back plate witli t ?,;,, i il when not in use '''44 '4;''' I 11114111 1 I ICI i ILO • Weight:171bs(8 kg) or without connector bars • Minimum 4"deep concrete required for ground-mounting t I; '' , , to solid sheet steel wraps to create i;',. '),:110 i''.,: '''''''''''''''''''' 'n rr'''''' :;4'':1; :l'i411, - 71::'"' modules structure • 41 1 Ill Lug-R. CO 11 - „ ,. , .f.L.1 : ,VERTI'",%v0 •,, , ., • Construction:Solid steel body, • Optional connector bars for Ce 0 I il P2 lb ----$0#411" , o'l 0 A ,, A.. . ;.:,..,;,,,,,,1 r,,,„,,:,,..„-- - 1 7 \ ..,... - ---. — —=----1 — L _ _ i i:: , ___ ___ ___ ..._• _ I tubular steel arm with never- seize nylon pivot bushing additional stability or"definition" can 11101111i at 24 1/2"or 27" , . , • . , clutter , - , , , <-%...,„,, a. t . Bikes stand upright,no twisting or tilting' • Design specific to function-front entry bike parking imposes a X .;, _J;tots. t . Mounting:Each module has 4 spacing f r Or-ej‘ 7Yr ---•- 11.1 TRUCK 1111 1K -CAR TRASH ..,---- N. : . holes in bottom plate,a holes in • Use touch-up paint specially ?! ' i",,; predictable order „,),- LU .- I 0 11 CD - ,„ top plate and 4 holes in back formulated for powder coat - It • Installed individually or grouped,modules may be free standing,flush : .1 1 _- -- . Capacity:One bicycle per finishes as necessary against walls,or angled at ss' B . P i ,I, module • Avoid salt accumulation on base plate . Add more modules as necesearY • Outdoor/indoor applications . A , (.1,,,,, u) A I . - • 4 1/2"2 s"footprint • 24"module to module spacing, Key Plan ..—.1 1 • A-303 ., . 1111181/ a ,, __I typical Home I Little Parker I Mini Mum I Contact Us 1 To Page Top .......... 1 5 . All information contained on this web site is subject to change without notice.Actual product may vary • $i II -0C? E.: a,_:”.„gra,.. taiii „--- slightly front products shown in these photos. Rillautiand7 a_ 1 11 co 0 1.11 , , .-- ili u- It .''' :1077 .- Hume I Little Parker I Mini Mum I Contact Us I To Page Top 11311:01"fox:264t r i e JI 1 41EL i in AM ii. z. _ ill .±. .. 1 .- 17 u_ .1 ; , n mow RA[mama 2:0:ark Street moat 05702-6264 Phone:802-7Th-7638 Fax:802-776-9746 D 11 ,.,, 1,(.t. . ,.... I --- --ir-- — --- - t _CURB 227.50' .--.# . - kW 1 a IMM,'_■71: sis A-14--- —Irdl11111111• 1111m- —III-I 7: 7 111111111\ ' :: ,km , vi II... Ill li I , al go_ __toAi .. v, ii... ,...,..„,,,1 , Wm , \— ...„7„, , ai.21:Park Street PO Box 6264 Rutan-, ermont 057°2-6264 Phone:802-775-7638 1 _ ,7- —__r b ink 1 . C '''' Ill ASPH 227.0' - -- - , _ . - Alai ...., 0 1 I, b) 1...0P1 i E34()UP Or I " 0 I I I OP 3s Iiiiir, I i41 A-012 Ur 1:.. .,, , - F.,-;---',,--API:.../..-.1.: 4:11 1 ., i 1 . /..,,re.....-N-uni°J.I. : , 'IT:Si-2277:10' , / b . 1"' , %............... Fax:802-775-9746 http://wwvv.rutlandindustries.com/little_parker/specifications.html 11/20/2007 ' litip://www.ruilatadiudustries.comilittle_parkedindex.html 11/20/2007 Legend FFE TOS ,ini 0,a4i.:FiA:lePAARdroD<AING. DAA ToAs..,3_,(:6,, > TDEF 01 ALNETPI ELEVATION POINT I DSOTNF STRUCTURE uOD Col;EU CELEVATION RTE I ON I ritroirw oppr r , 4 0=ii.........it-- , DIM TSS TOP OF STRUCT. SLAB ,imiluvr,„„ Arir.,,.. , .. G C5 BICYCLE PARKING MODULES ---1C7 BICYCLE PARKING MODULES TOP TOP OF PARAPET TOF TOP OF FINISH A-302 orr, ;11 A 1 NGE NATURAL GROUND ELEVATION w4 411 Adirsr .•! 4g .4 4H an 1 4H TOP OF PLANTING SOIL „- III I CURB 22760' r ilifillIMMIIII ............... r :1. '-:' I... II .24 f, /' ...I , ' \ 0 1....., ,i i,;ei SOIL %ct N. Iligig r .,11 ASPH 227.00' • .... -, 1 .- P4 / MEN!MIMI A ei,NZ Pr 4 AZ a nomin TOS (-)4'-0" a. I , i . A-00 SECTION I I !..*:1! CAR/TRUCK 0 5 • 1 TOS 223.60'1 r 1 I 0) , , , D co .1 0 ;, •,,''i 'C') Z I t TREATED WOOD/ DETAIL AND SHEET Y ..., „... FFE 00'-00" •,, , , STEEL FRAME , NUMBER OUTSIDE INSIDE 1:11 o • 1 •...... 11 I , -I ! , . . , 0 < I o f ri NFE 227.60' — I # M 5 / „' ,'' i I .....1 , . . m . ., P • S4.01 i , ,. , PRECAST (..) .."-' III l[ '- . , l'a ) /5 I i I, ', CONC. CAPPING Z Et I .... I I oil CAR/TRUCK 1 1 fi „I . . A-012 \--- (ke T14 //' O „, A-012 , -.;.. 0.° I —I 111 O ..--`` _ 1 '' a 111111■AIMINI1 Ti 1 Ir CMU BLOCKS ,I CMU BLOCKS Notes _ < • I - lill_ILIIIIIMIM 0 lk / -.. ..."<"1 5 i / 111.111111111111111 11111.Mil 11111 !I ,I 9 GA. JOINT REINFORCING 0 r 11 = I 4L--1:11H I /E. NI A , '-3P6(\lbg-; b , ED ..... cc, • , • w • il 111k111111 P. _ < . min.0, •,___ \ iho momonommi I . i i AT 11-4"0.C. FINAL GRADE TO BE DETERMINE . . 0 , co MEM IIIIIIIMI II ; , DURING CONSTRUCTION < I a. Lu _i 1 1 I I ii —J FOR DETAILS s IIIIIIIMIIIIIIIMIIIIIMI im : ! !II ZO II W CURB 22760' ASPH 227.00' 1 I . P6 I 52 CAR/TRUCK I 31`.-1 1" I o >- o 53 ____ f, 101 ,,, r ____ $ aCt :I I SEE ( C5 & C7 ) . „-' ,,,--/ , . . No , ce E I 1 i x z 6-0"=10 I _- ,, . 1.-... , ._ • I ,0 I OD :!%411'111434** ,t,4,7P.#2..'1 \4:4 J. II .— -- $ I <>/, .', 4,"";)%747,) , • 1 1 1 ABIII 11 0 ,'- 7\ P7 ---11 1 : CAR/TRUCK ,..a. -::::::. idah ACIall%%111111111111111Mir i 111/1 / 111 i .'gm: pool 1 Ai , - ? oi ,- - f,. I W 1/4n — 1 ' il ZO E5 RECYCLE AREA - GATE ELEVATION E7 SECTION 1/4" :,--, l ' E8 SECTION S 1/4" – 1 ' 01°\ cow *0 ‘- _ 0 A-012 IQ: fie , g 0 PROPERTY AREA = 26,741 S.F. -- ..m...........iiill I — „,f,, .,, \ G 3 H iinik Ili I $ H 1100N/11111111111111111 ,5 Neu. 9 I 2 I A-302 : . 1 . P820'-6" I WI*" ii. A-302 f FOOT PRINT = 14 450 S F \ I II 0 TRUCK E 8 1 ,,,., AIR MODIFICATIONS, 1 11-29-07 LANDSCAPE AREA – 7 545 S.F.S F i , I , .. i'si 1 / ; : 1 ,. t 7 . • GRADE MODIFIATIONS F . _ 1 $ . - CURB 227.00' \ I II T" i 1 0 1:7)k'4) AgglIMIk 'Cli b LANDSCAPE AREA – 28% OF PROPERTY I ASPH 226.50 s‘..,-,.— fossamom;4;-- ---,-- "lutrarzzaximr, -- -I.- m -s. -, / -- I I-- / '' I 4 '"■.t I 01 .r. c 41) , 10 iii 1111LF I a) co .„ ., , ......„.. :...,,, / 11, \ I .. . 76 „... .. 11111111111111111111111111110, t' pninh...711111 1 I / 13. .- 0 = ,..,„ as v- -• b, 3 03 I ---- -4".....-...-.....www....wm, ,....•#.w •11 em,ze„,,z i once rz,cr,•.e.,,wzgezo 4.24.mezi mow a) th C FFE 22525' i akftv........—.,.„.....„,—,.....41,7 i iriri,,,,i,o crew. ..cowzaute.r.,.. _......,_....r...., 52, ....r.i. ....w. IX .2) (2 . ,' C.1 \ • _ 111 !I . I 111110M1111, 3111111111Mti 1-1 2 '\ 1 i AIA. HALL HOLD ALL TO THE PLAN OR IDEAS AND LAS ST I LUSTRATED ON THIS SHEET.THESE ,..i TOTAL NUMBER OF PARKING 8 t?Nrcs.ftyvilirizILT....,t:ISD003R 0 in -... VI . .. !: i: ..„4„.,,,,,,,, ,g:,.,..1.,,,,,,,,...44.,..,...„,,,,,,,,,,,siey ,„: „:„,11.1,1,J1,,,, L ,,m, ,.r,,, 4,, . . I" Fra„C‘611 PHIll rvf!,,,.. i., ,,, 0 1 ,.7 ,...„,...„,:a i..„„.2,2,., ,.„.,„,-..1. , a...--,".: i., ,.,..,, i'.■ ,AL' ZIA ; .j. +. 1, B, '4 1111 ' i I ' \ \ E 8 A RECYCLE CONTAINER b) 2 PARKING FOR TRUCKS (P1 & P8) 1 PARKING FOR ADA (P3) PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. Client giFAmpo.....0 \ 4 .1., I .. • • 51 X 8' 5 PARKING FOR CARS/ LIGHT TRUCKS. ( P2 ) & (P4 TO P7) 1 ..„..' S4.01 a"r":la""1"! s ' eel , i 1 t,..,4 z . ,..- ,.., .... „„ It. •Wril. ,,... G ASPH 224.23' , -' 1 II 31'-1 1" -- "" 1 Ot-0" I 1 ....................... ' 0 64 e . StO i eqe .- ., ii„,,.... ......_ ,. ,.... ii.„,„_.................___ 7 i , { I Project , , —.—.1 _ i ''"%%,,, 1 '441'` ,. F H , .......... 1 / 0 LANDUSE REQUIREMENT. HIGHWAY 99 &217 a. CURE 225.26' . .-- / 'I No!F ,I I I'\ . I 11708 S.W. WARNER RD. _ ... N s •,, TIGARD, OREGON 97223 I (ASPH 224.76'1 ,,. _,.....,- # 5 TRASH/ RECYCLE LOCATION I I Drawing Title ...- # 6 BICYCLE LOCATION ssi „.„-.. # 7 PARKING PLAN/ LOADING AREA LANDUSE A-303 I H VI F 6" ATER LINE . . REQUIREMENT SE• CIVIL DRAWINGS _4.. Project Number A..1 12 Saving Code -evision u'ix 0 fill 0 4 1 2 3 4 5 6 7 8 131111 1 H5 RECYCLE AREA - PLAN 1/4" = 1 ' Scale Date Drawn Design 1/8"=1' NOV-2007 S e . , 1 2 3 I 4 1 5 I 6 I 7 8 .....1,...,..1 Jivanjee Architect,P.C. FINAL GRADE TO BE DETERMINE PROFESSIONAL CORPORATION DURING CONSTRUCTION - -"- AIA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.com s A ; 4 o • 0 0 10 9 CD 1 tV C5 M W i 1 I I t 1 I I 1 i ' t,,,,,' Z METAL ROOF I ski jl ' "�NEE D I I METAL PANEL SIDING I ° I I I I I I I I I 0 8"THICK CM WALL f ,, ,�1r i }'' Fy. 6 WIRE HANDRAIL U 1 I I I I I I I D A-204 I I Dl cc A-203 tl. i i i I t t I I I 1 I I I I Iv B 1 I 1 I i I t I i 1 i i t, I Key Plan ill _ {t{Ft I RDG341-0" 1 f I _ ,. - s `l---.e---\ = s1.sa, NGE=2st.so --'r-- ;►T• „ i li { v ; t I i 1 1 I i 1 li 1 { {{ 1 J I 1 RDG 34'-0" I ! I �__�. � �� ! 13 I ° i d f -I t�t4=I�A NGE 2 GI ! M • I 1 I I, 1 mul I i` ,I mm ■ H If 1 - I 1 ' Il 1111llll1 ' ril.181 Mil 111111111/1!1/111�1/1 i l ( �3Rl I t'a : - _FFE 21-0 �_ ----_---__ __- i : rJ7 Fa ti Imo ` o M <NWAEVISELEV M o - - A 02 ,., i s o0 0 . -202 =_--.;: c� ...�.�I .,( Legend ilo 2ND,FL, ,� ��� - C FFE 11'-0" --- ----- - _ ? _ _ _ _ :_ 111 IIIIIIIIIIIIIIII _ 1111111111 _ _ _ _ __ ._.- _ ___- _.- __ I_ _ __ - .____._. _.. •'j __ FFE 1.60' �- � tit'�ll I -�- NGE.238.6x' ELEVATION DIRECTION NGE.238.60' rrrr ��l_-__--rrrrr__-iris €rrr-I i-rri_rr�rrriir�r-rrrli_rrrlrr U i_+i�mm_r f»r!-1•_-1•mm��►_r_l___�m�m�ir�NN�nm�-BEN -E-�m- I���i>•____1___� ___-- --�__ 4 __--__-r_l-_�__-------- !14 ---------------------------. 11���.-��� ------------- -----=1�..------_-----------------����___I•__��___--��������-Ir-�ir�� I ---------��-------------- t-----I----- --r.--- - -------I-I--------------r-------- ---------------- ------..----r�-----�1i---- - --- -------� ----�■- ------ -----1�---. ..- .-------------------------'`. 111111110111111.-rr-�I--1�■ ----------_--____- ■.------r�II-1iI■--------■■I■_-•I--- ■frll--■ ■■NI----I■.----�I�III--�r■-�-�I--■�-Irli---■III---■I ---■�-----------I NI•---MI ' ----------•I----III---till----- DTM DATUM POINT ' ------------------------- .---r1--.'1-ice-- -trr- ---.■-ter------------_--------_tom---------------_tom_----■.---- ---------------tip--- -------� ------__-----t�---------. ' .------------. -t�---tm-------. . -m.- --tls-tr.m----tl----- . ---t■-- ..------to------.i•-tm------------tom ---------- 1 -- -----------l-----. . ----------------------------------------- ----i---.t.---------I■■-------III----I-----a------w- -.r---.II�r■I�-.r-----I,r-----r■- .r■-----nr--I--I--------I--.r mIN VIII•------..-----I.I�. ■r--1----n-------■.-n�--I-------------E ------ N------tlN----------■ Zr" FFE FINISHED FLOOR ELEVATION - €a .------------------------- ---i•-_-----------------rr------I■I■!.■------ ---------------------I-r-I------------ -------------------------------- '-------------------------- ------------------------- ----I----- -I-----------------I-I-----------------------I--I--------I--------1-■_-----■■---t■I----I------tr-------i-I-------11--------NINIIN- ---•■------------•r----I----• 1i TOS TOP OF STRUCTURE --------------_--------••------_--------------------- ------------- --------r----------------------- - ------------------- ,-,t --- -. �:�• v�• S.W\A,., ♦v�r„,,,,/fir`!`. F -,,w 9,/, ■------------------------- ----•--r.-- -- -------------I-------I-----r■r-------I--I--I-------------■•-----rlr-I.Ir------t■----------�II------------ ■�I -MM---r. -�w�•1•wL�1wLia•P •�IU _.,:,. ,-- , � ,,N,,f',\, <'." '\ ��✓�r,S. � p\\\O♦D\Al ♦D\ fi♦, D F TOP OF FINISH ------------I--■I■--I-------- ----II------I---I-------Imo---- -- a•-----------I-------------------I-II----------- o�■-- -I-Ir----■--t■-I------lwl!•-r.r.---t-•■INION FISIM�==� fr IIHNriO..rNINAII---------I--�', l J-q �,JD K , ♦i TOF ■ ■I.■-----I----�II-aII-------I--I-- ---■I-- -r.----I----------■rt■-I---- .r-�-1 ___ - �+m===i.zi" f�iiii�iltIMI111.---------�I- --I----• INIIM MINA------rll�,>./♦O•`\��✓l� ``� ....;•..,`gyp, r,, D./A D,r 4 4.FL. 4,40.0,":/4••'..0",\ \♦♦✓\ \r ----I----1------r■----------.r ----I------I---------�■I�■-r.---��--------I-�l-----ICI-1■II---------------II----w■----------t.----I --r■--�r----- --IrI--I.I--IWnilllr..r----- ,.0 \♦�\000 0 ;j's \" �♦ . \.' .. .. ,�`♦`\\O f• NGE NATURAL GROUND ELEVATION 1ST.FL. - ---------------------- -----•--ri-----------------rr--------••------ ---------------------- ----t" 11"." mZ�i Qiri b"liilll�-----------�1-���.-.•�- ------ - ----�-� \♦\♦\♦\ ♦♦♦ ' I°/'j`,/. . ./�r��ljam,!♦ i_ " \D♦l♦4/.,r.�Q /# .#..e.Q•♦ / " 1 --I■ --I--1- .-�I----------•MI---I--tr-----------■-��--------�--.w----t1R�l•r .'m�cri��.l..-,;.71-------••----r-r-...----Ir-----r.,�u.,. ....----I-----------ram ---i---r■�-•I--•v o. \♦♦.�`:�:N/;,✓/�D :.c D.2�j,,.,e O�l�.`F 0 0 fl,.,•�.P,•.D' a✓f•'/'D iy -- ----------mummum ------ w-- MUIMP PWISIM5e5=1= Mail- -r•-- -.i--�11r----l�--.��_---_--------------.�__r----•�----- r -- ti, FFE 0 0 i�.rr■------....---■■-.r-1Wr:.--rr--il-►r.- 3 �. :�...tiz,• .,z,�v,-�.� •,.,;m \�`�/�\♦�� 0//�\•��♦w. 4 SOIL TOP OF PLANTING SOIL -r.rr------I1r1--tr--1-I-- �rr�rri.r.�r--rr.rill- a - , NGE 227.0' Y Y v,� �� v v v ,`�`, ,- vvvvvv, v v Y` 7•Y.-~�- ♦ �,� ♦♦ ♦ ♦ ♦ ♦ 1 � , ♦ GE 29-0" ♦ ♦ ♦ ♦ ♦ _ / DJr rrrr/ YY ♦ ♦ ,. �\ � jl ♦♦ O �r�`O ✓ gg ♦ r. rrrr/ / /• • /• ���/i✓ ? ♦ t1 I � / N E a ' I• ♦ �j ,`��` • ♦ O /•STAIR EXIT ♦ ♦ ♦ ♦ •♦ ♦ ��� I• p �� o\ �/ / i ♦ � r rD� �;Y•i�l E26 \ ♦ f D ,. . � /J'D,/ I IAN 1 ,����%'r 7y- /. ✓ • � P. ♦♦ ♦ ♦S s-0 l . l �✓♦� - J. J� D� �.`,� e / / / D / D7r s l \ ♦♦ ♦ ♦ \ �• \ ♦ ♦ ♦\♦♦♦♦♦\� MAIN SECTION FFE - 4 0 /J i / i`` ice' ♦ \ ♦♦♦♦ ♦♦ � `+�\�.� \ � �♦ \♦ ♦ \\\�\ ✓ l /• ��`.• P ♦i ✓ � r A-000 � ✓✓ r• 'N 0 ✓ / � `� ice` /Wi♦ r � 0 - •r / /J / /✓ \ ,,•�• � 0l0 ♦\'��Z\ 0♦1 \ ♦♦ \�\ \^\/�1� \ �\\0♦ , ��� ♦ �r'� ✓ ✓� Z���/ r ✓ I �r ID�✓ D��!�!'�^�/1 NGE 223.6 ., I / �r/ // O\♦ �\`. ►`��� / / •/^ l l I / I /✓ l •♦•\ \• ♦ ♦ ♦♦\ ♦♦\♦♦♦ „ ♦\ .\. .� O 0 00 O ■OI -' ,\•♦ / t/\l\//� r\�\ /♦♦/♦• � ` /\/��\-\ \�\ \�„ ' •, , o /�!\ •♦,♦ \\�/�\fix♦v, , �x \ \; \, •,\ ,� �, ••, • ,♦♦\♦ ,♦ \ 3 „A. • \ ti\ -♦• ♦ �� \ , \,\ ti\,� , a �.�. ,r,f✓✓ vr/�/r r ✓ l✓ /r'//i/i�/�'iti'�I i ∎1/4, �, .�., A �, a �.a ♦ ♦♦ ti♦ ♦ ♦ O 04\ /♦♦ /0.\ ♦ \ ._ ,. „ . �: Y ♦000000\00�♦ �.\ f� \�/401/004 `•OO ♦♦\• 4VV\'♦\. ,.l'!J 'J/pJ r/• r :.. i 00°\0\\000♦`r0 ♦ \ 0\00 1s � �a11I1a1u :� \O♦♦ ♦♦♦♦♦ ♦♦ /�; / \4.,Nt\,;4\ NO\��\�D, r, ., �,`G``JC�� G`�•/%\,\♦ \\o�♦\♦`. ` WALL SECTION r 4$A14 04\•∎■∎-4/4-♦000\\\ \i/Oi/" ,✓.r.4 r✓\.lO y�\\\♦#\-0W.i.\i�y i51�,,�C''∎4 ,p4/\ .�i',♦� \\*4♦\�\�' i• 4 DETAIL AND SHEET NUMBER D al A-000 DETAIL AND SHEET NUMBER AA A-000 D1 NORTHEAST ELEVATION (STATE HIGHWAY 26) Notes . 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE AND ANY APPLICABLE STATE,COUNTY,OR LOCAL REGULATIONS. 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF ANY ERRORS OR OMISSIONS PRIOR TO START OF E CONSTRUCTION. 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE.0 0 0 0 9 1 0 4.)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER 0 4„ SCALED DIMENSIONS,DO NOT SCALE D' ' GS. METAL PANEL SIDING rtcP1 { I 1 I i 1 I i I I I I I 8"THICK,CMU WALL '� 1 1 1 I 3 I I I I I i I 1 1 I I i <I f I 1 1 I I 1 2i3O•Y/ 11-29-/ STAIR MODIFICATIONS, 1 1 ° I 1 I ! I I I 1 I 1 1 1 1 GRADE MODIFIATIONS F I i I I 1 I i I I I I I I � ��\ RDG 34`-0" RDG 34'-0" , I '''"�-''� 0 I -----------'yc"' NGE=2fi1,Ba NGE*261.60' r -� - - "1" O X � � i N 1 1 W 03 1 1 COPYRIGHT - 2003 1 ° I NOTE:JIVANJEE ARCHITECT,AIA,SHALL HOLD AU.TO THE PLAN OR IDEAS AND ir- I 3RD.FL. DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE 3RD,FL FFE 21'-0" PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED FFE 21'-0" IN THE TITLE BLOCK.THESE PLANS ARE NOT TO RE COPIED IN ANY FORM WHATSOEVER __ WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. NGE.248.60 \r-------S NGE=248,60' Client N.W. ELEV. co oI__IIIH'III__ . . ELEV.21 i , M 1 r a ci I I�I _ �.•. _.�. .s wi. .r. 3. . y _ _ [II---- ____< SEELEV G - _ �, NGE.238.60' q t mIN•om �- ------------------r-----8•. --- om•• •m1i-aiuim mlu i oalmin --r�>•m•uwm --�lai r.- •6umnr mania�--•nl•w--1:- -ivw.-----.�-mmwaiN i--��-.i-Swni�■ NGE=238.60 iI 111?III ��--��irrrrlle-sr•irk•rrmINM r>u rim INOMMI r� r��� -���r -��rrr���r r--rIMME t------------------------I 1t--------------------------------- -----rr- -----------------------��----------- ------------------------------------------�-----�-•�--------- I -----.ter.--1--r r.r------..-IrI.I.cp 1-----1--I------I---------I-- ----I--I-----------'-----------------------------------------I------------ -------------------------------------------1-I----I-• r..:'�_ e1,-Hp:1r+n_,r-_.•�-�_ra_ !�ra�.•--------I------------I---I-------..I-----------I----��■I1i-.rl-.r--------------r.I----�r-t�--1--------I-----------------------II---I-I----------I------------I-I---�--------- A ` 1►r-.I..-1-.V-admom limb am ia1.1.■.11:-.:•-NN-I-----------------I----I--------I--IIIIIINIIIr.-t■-----I------------------------------------------I------------------I---I------------I------IIIIIIIII----I-----------I-------■ Project .-am=-mom nor air-------.ritr.►ll----------------- ------------------- ----.I•MININNIM-----tr------ ---------- ------tr-------------------------------_------------------------------------ - --------------------■t-7.------------------•r-------------IIIIIIIIIIII------------------- ---------tr-------------------------------------------tr--------------- --------------tr- •m----• e- ■------tr--------sommumI-- =--------- --------------------------rr------AIIINIIIIII----------------------- I -------------------------------- --- ------------------------------------ r r ;.. ---------------- -..-V\--- ""='7---------------- --------------------------------------------- --------------------_----------------------------• r 1..,..,• .--------�------•�.---1•--■ --rt--------Mr-I-----------------------��------------------------------------r■-------- ---------------------------- ---------------- -..- --- .--------------------------------------------------------------------------------------------t HIGHWAY 99 &217 ■-tr-------------.: �t--->��--r --------------I-----------------------I------------------------------------- 1ST.FL. -------i------�! i-..----- ...�w�m�....�. ��.��....��.��.��r""NI-----•r-------- ----• - 1111 11111111 111111 I --------------------- 1ST,FL, ! 3 1- u - - ., mr��.ili■1MIIII�rIIMRMS l.ie% I�..i-t�Irrl-ii.i - FFE 0'-0 S.W. FFE 0 0 ■r�iirril•r�>�nwr��rr�l. I�r rr�>.rrr _ _ -- -_• - ., - _ , .' - ••F.'0.-g1 "' „ .W. WARNER AVENUE NGE 227,60' ;. NGE.227.80 .,• NGE 227' ~,:..>..,.�..., ,.�: TG D OREGON .w; :' t n .z Y, , , - \\ �•1 -;Ns-/, . _-. _-. _ _ . , ,. ... _ -x.. ., .x,;r..;.,,,r,:." _V♦ ♦\\♦ ♦ ♦ ♦\' �� „ I .,.. _._ '�". ;mot• . N-- rr r. r ✓ ✓ r✓r r D //r/rrrr ..-..- •. r r O, ✓ /D l ✓ I / 1. � ����. . , Drawing Title •\ ♦ ♦• ♦♦ ♦♦ \♦ \♦ �. h\\ \ �\ \\♦\\ \ } � E 222 \ \ / ✓. /rrrrrrrr ✓ i• I I�i ✓fi rD WY / . ., 1. ✓ / � ,,.,. ., �• J � i/ 1. \ \• \ \ \ �♦�` ♦ ✓ I I J I I \♦\♦ 0 \ M � 7 r rr ri � � " ♦ � � �• \l ✓ ri rrr r �\ /,� /ii / r 1C ✓ ice, I Dr D✓J r 4 \• - \•\\ . . . . . l / J / / / ✓1 /!/ ♦ \\ 0 ,4 1. / /•r / / rD //�JDr J r �r0 1 •\ ♦ `\♦ JJ \i1 � f I AAA J rrr•/rI I l'1• - v�� .�� �,•• r I . ✓ l •\•\•\-\\ \\\ \ I / / II J/N � I rr / rrr r /• r Di/•I �•\, ♦ \� •� \\\\\\• \• ♦ // /// rrrr / /I/ II IJ /•I /• I • / r//./ /./ \ \\ ♦•\\ \ \ \ ♦ \\\\♦\ ^. / rrrr // JJ /D / Dr 1. •\, \ ♦ \\ \ ♦ ♦ \ ♦ ♦ ♦\\ ♦ \ .� 1 \ ♦ ♦\\.♦♦ ♦ \ \ \ \ /fir \i✓✓ •J/ •/• •r• \*****************"****/*********** \ ,,., l \ \ ♦ \ •v♦ ^. 1\�\\♦ \ / r `fir i r i J y'� .\. ` .\\t\ ♦ N. .v��. \ 0 ✓ ✓/ r rrrr / / r r 0 \ � 0 \•\ \\'\'♦ \ / ✓ •• r/J J JJ // //r ///rrr •/. •/=/ - :r>r• - >r� r. •\11 / / r r j / /D�/// ✓ rrrr � . r r ./•/ /'>rI / •/r r \ \ 1\ l\ \\ ✓✓/ r / i / G JJr / r rrr / yrr J �♦ \ \♦♦ \ .�•/i/ / / r J / ✓. ,. ✓ r r rrrr/ J ✓JJr r /f /•/l rrr II/ .♦. ✓. ✓. • / r / / I r/ // I /// /i\ rrr / / rrr Dr/P r .\\.\\ \ \ . ✓, r� ✓✓ '/'r/ / // / / //J // // J // ✓✓✓✓✓/ r D r J .\.♦ ♦ \ \ \•\•\•\•\•♦\\ \♦ \\ // // / rrrr / r /✓iJ / / r / / ///J D// .\ .\•\\ \\ \ \ \\\ \♦\ / // //JJr/ / r // ✓• r G r / \ \ •♦ ♦ \ ♦\ \ ♦ \ / / rrr / ✓ /J/• ✓✓• ✓ JG/ O rC// \. ♦. .\\\ ♦ \\ ♦ \ \♦ \1\1 \\ // rrr // l r D / DD N \ \ \♦ ♦ \ \� ♦\\\ /// /r r / 2. 1 \ .\ .\ \ ♦ \ \ ♦ \\\ \\ \ \ \ � ♦\- ` Z \ ♦\\\ \ /✓✓✓✓Jr rrr // / JJ 0 } ♦ ♦4 O'\ � 'd\ 0 \ \ \ \\\ \ J J J J / \ O '�' �' \ \\\C\ \ O\1 •r ✓✓/ / / r/ Jrr// /J / l � � . / / ✓ ✓// ,$%/1N/ JJ / rr J• ✓/ J/ 1 . \ ✓• ✓ /rI / / // / J✓• ✓ / I/ i✓•II / J I I✓i AAA AA / \\ .\ / ✓ / I•/ I ✓ I / ✓• ✓ / / r r/ ✓ \•\•\ ♦♦ /// / JJ Jrr / ✓ ✓ // / r D / / 1. \ \.♦ .♦\ ♦ \\♦♦• \♦ \ �i r / / ✓ / / 'ft /N`1/✓✓✓/ / / / 1. \♦ \.\\ \ ♦\Z� •\•♦•\•\\ ♦ ^// J / /�i I l - ✓ •/ ✓✓ N D ✓/ // / / \ ♦\\\\ ♦ ♦ ♦\♦ ♦ \ / ♦ P /Ji / l 1. l J/1✓ D \\\\♦\ \ 00/1\ ♦♦ #4#4#s/40.4s � �, c ♦ 1• ll l - \. '\ \\01\1\♦ \ ♦ t ♦ ♦L ♦� ♦ ♦ \ \ \♦ J ✓ D✓✓ D \ 4 •♦ ♦ \ \, J •/ ADD• r \ .4• 10 ✓✓-/f .� rrrrr �i/ /! �4 � �\ /✓ �/ ✓/ � ✓ \ 0♦ ♦OC\l0 / r / /� r r ✓J/✓/ �• /• // r ^O �� l✓ 0/ / / Ai/ •i li S J � // D ii ♦• \ \ ♦ \\ / ii l C l \\♦♦ ♦♦♦♦\\♦♦ ♦♦\\C\• ♦♦ ♦♦♦\♦♦ �1 ♦\♦ \/1♦ 0% ♦ ■ �ti / ✓ ✓•S• r r• r J' \ , S ♦ \ \• ♦ �� l0 OS 00♦ O\ ♦60� 0 �0040�\\ \ ♦ O✓/\\\\\♦\O \ ♦♦000000♦000\\\-0•\o\O/1\ ♦ o.0 ♦♦�♦"♦\\Q♦♦��`.` ■■.♦�\.` .�� ♦�`�'♦ �\•�\�. , ,r �'� ✓�\?, ✓✓� r ✓ �r -r rrr/. �Ti.,J. ./1r,•✓/.��J•D\'`/•�r S•J✓•Jf• D•l,•/• .OP ^DDD�r�/✓'D����,i`✓� li !r�✓l�'�yr•Q•�D'rr0✓/�!r Dr r21 l� D'lD�il`Q'� l�4 o04J�0 \����� �°�,��'� CO 4 ��0\v�0♦ 0♦,S ,, ♦�OJ ,�0�0 '0�4�4��6�0✓fi�•0,��\O•`/✓v, \,•♦\ 0,� ��,��\"� .� ` � . . <,. �� , ELEVATIONS yl�r�p�• �,^��♦Di`J1/•D•ry•f`%l•!✓��`l�`!/l'l�'D����/l/lJ���?�h�'��c'� ����p�\/,r,�D1D✓;�/�P✓�`�/l\?�✓r l D tD.����ri^��l` �r�l l l?l r� �r'?/���l'bil�P!,•P�!'�l,��r�l , . /l l l. �. .�, ��il. ?�.., . l /mil . l�/�` � H - Project Number A-20 1 Saving Code Revision Suffix - El '1 2 3 4151617 8 Scab Date Drawn Design HI SOUTHWEST ELEVATION "= 10' MAR.2005 SK S.Jivanjee 1 2 3 I 4 I 5 1 6 1 7 8 Jivanj ee Architect,P.C. • FINAL GRADE TO BE DETERMINE PROFESSIONAL CORPORATION.1d DURING CONSTRUCTION 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com 0 0 0 0 A co . B D O N 0 „ c.,) I I I I i a. 4, a: ' '-, 11.1 METAL ROOF I : - � F t :.. i i i METAL PANEL SIDING I I s<° i O 1 8"THICK,CMU WALL , I I 1 I t '' . st i-4 4--, et::: w D I I A-203 I WIRE HANDRAIL I I i I I t,,,, ,,7.. , i . 7 ,,, 435,/,''' '. X .• 1.1.1 71_911 I I I I I I , B I I Key Plan ,1 I 1 I I i I RDG 34'-0" _ 1111 1111__ I _ ,i RDG 34'-0" •� -- -e_4, : -( - v 1 ---- --'r-- �_._.�._......_.. r---l,----.---. # ♦ ♦ ■` NGE.261.60' EAVE31'.-8" �j tI ;I I z ,i � i1 ; �"� IIII III I i III III II I # III �; # ; I ( , t rt E1II <SE. EL 4 IUUHOI` a 3RD.FL. 3RD.FL. r :., ,- 1 11 co gi FFE 21'-0" _ _ -' �._ -�- - FFE 21-0 NW. El> -\c- NGE=248.60 Y a- I N.E. ELEV. <S.WAELEV. A-201 M p c o M A-201 11':11_._:_ 1111! 11111 11111 1111111111111 11111 11111 2ND•FL. Legend 2ND,FL, ...� 1110f1110 © © 41 FFE 11'-0" ''°- © 6 _ FFE 11'-0" C -'� :...:�.:�.�:.�::�:::: �" �:::.� .... � .. ..�..� I I!Pill 1111 I 1 1 1 11111!1 1 1 III l 1 I I I I I I I 1 11111 I ■■•■�■�.� �- I , ELEVATION DIRECTION NGE=238.60'rlrlratatik ithrl•rlrlrlrlrlrlr1r11•ir •ram - &ZEI : �a � ��� •iiril�i i�i�ri■1111111�1 i��illl■�i�i. ■� 1�11i�INN �a r� M■ MIN MINI 0 lrrlrlrlrlrlrtrlrlr SIM lrlrrtrlrl� r1- irl NM MN MI iri e om amorrlrrrlril��r ommoom omma rom ma ma is irrr DTM DATUM POINT a ■rrrrrrrrrrrr' irrrrrrN■■NI !U INN ■w �� �'■■ '�' A - FFE FINISHED FLOOR ELEVATION r- . ammi rrrrrr ummal 'r�irrrrrr an ma ma ma am mm o v- -, \�. \,:. r 54 L*s..�a_��r.:M�i-=s0 �f1■i�>•I�u■��I>•■1 IN 1111 INN II� �� ��INI>. TOS TOP OF STRUCTURE !�{!✓ I��/'I'N''∎* ?f Ze.V'el' ,., l���lAi�Y�l��rMa�i 4w\7i��n�s �'"..^.4� i'S. �■ Ai �i ate:�`�r v,>> ti A4›./W,�9ti0 f`t SS rr/i �"D,�/ •;Oir� ir�`i�il0•� 11111•11111111•1111111111•11111•1111111111111•11111111111111 `1��a11��I�r1M/�'► r.d■u:�l"irk am - -� ms bra .' .♦• ti 0 \ 1A �rrrr11111r■■Irr�■■IN ■■irirrlrrrrer_=.;_ ,. 1 Mr ma ma goo Irr-- TOF TOP OF FINISH .,O//Or t0 {✓/ r r�>r0,\., .O• ✓>!\jii��/i - - ^/ /,. 111�����1•��1���11: 1■�■N1���I•���1a� 41'-rsur,u MAC , I•I• .■� ow ••11�m.r_ /v/,e r I r/✓/fil�rf�/ ti0 .�i1ST.FL,•'v,1- '-.,oN'✓' Ofj; �I��f�rNI■ ��1•�111 Irrlr��I!■�Illrrt�II ∎∎•••NNW CURB 227.00 '■ INN �N [URB 226,50' tail WA 227.00 1sTFL, NGE NATURAL GROUND ELEVATION• •r ? 1 / ai ` MN::: ,_ FFE 0'-0" SOIL TOP OF PLANTING SOIL . f0/ FFE 0-0 / �; v ar ire, -� />' /Ogrjl///D /> !ti fi•rifi`! ; e.,. w�l��ri'�a i%�i i v .-�-�.v����1���1������) ���1•����� �1•�/�!�^ �� �� �1�� S rt■t 1111-_ NGE=227,60' ,• y ��1��` ♦• •1 ♦ .' �' ♦\♦\ `\♦♦\ 1 V ♦♦ ,. - ,. „,4,4„,,,,,,,,,,' 1. 1.`.`. ,.`. 1. V V V V .•Y V l'V l T' `'V ,1-'•'r," ♦\ 1 ti ♦ � ♦. ��,,/, .�♦ ♦ / /rr.%%!`%�%%I'%'7I�. .7`' '%'✓l :J.. . ,.;J„•,%.%.r/3/ r,✓ r•r✓ 7''✓ I%Ir�r/r,,/` r• ✓,,,/,7I / Ill l ,r%Y' ,rI•r i.. r. r r r �. .,. ,., ,,:�,, -/�✓ //D�DrI •// Ir I�P•`� �G!!�♦�t�. . . �.IfOOtDO110J1I ♦•� �!�-� • ��I/II♦//Irr /•G''Q �1�10 Q�Pi/I!I / ! D'!lI•. rr�/♦{DSO /t /f' Ir rr/rr rf,OIG/rfJ'/fJ/♦,♦PrI0✓/r, IOJ{fir�+/�//l rrr♦{r`rririvvv�\,\.fi<\, � _`�. .-� - - -, r !f O r// ,i// 0 rtirD O♦✓♦O / O rri /-i-i* f 7!,it;..f∎,,--4./ r Sri✓iO ri 4ri O t r f O O�. f rD/ ODOf r,/r�✓ f 0 t i r OD/D/r!r 4. . Op , ✓ t . l ! r r/rO r4‘4-,,/,‘„%/‘44 r {✓ ! , \{ ��O� I I 1/ I .0�� .♦.�. l�. { �, .♦ .' ��������� ♦ 1 'O• �''��' �O � � �'d� ���O�♦ 'd � `♦� �"` r, 1`O✓ / / /f/ J r✓`i4J/ ! rr /f,>/ /fOODW✓ \""r/✓, > �i.'i�♦ 4,�;4'..k2,.0 O r0 AN1/ DJ OJ/�?r r/ \ ' / f L. r / D•/r rir/ /JD /. rl♦ ! rD.4/144.O!r/r .,�' /� ✓r I I / / , /. l?{ ////D I/ . !♦ !�!♦N , R� ♦�. . ♦ ,_ L . 1 b 40 -,,,,,,N.,4-„,* .-/- -. Mk' -.��♦' ♦ • � ♦•�'����� ♦• � tit^♦ .♦� ,, � � �. ;�' ,. O�� \\ � O '� �� ♦ , j ..�.». ♦ 4 � � 1111 . �.�• �� •�., r��. � �� � . r �L,� / ✓ i r, ,✓/ MAIN SECTION ` r . �"...*I'c' � � f 04,.�. i. r. IIr r.•r �i !? .rG - � P. � vv-r r/•Jr/I frJ/r/' U --..-.r / ✓ / / r ✓! / / //// O r rsiy N r D �G`�I�r r r r. . 5Vw :--. , . 0. ,('. ♦. I i- . 4 i 'i I,� , I"O`k, r/• LN'♦2r{♦ �. , i . .. ♦ - .♦\ti \•\ %- :,:- {/D � J J ! ! / . L�,♦�♦f�! '� l l♦f I l ti f�� °� .�� ♦ -t� ♦ ♦ 1•�•�• �t♦�•ti� 1 � ''�• � �• Y •,� v �♦ .� v •� ..1 , ,.1 ,..�,,'°, v�\,v, 1• •.fi,fi.`�. .♦ .♦♦ 1�?L �1♦� �♦ � ♦ �'/` r r v r v• '. A-000 : fi��'♦rs / /r// // ♦ �♦♦ > ♦ fir/ rD Sv0 ✓ ♦J Ojl ♦�♦rfti ♦ / r ? 'Or ♦ rj♦♦ r �`r r fDf .O,'o\ .. wf rte ,,,., i y,�rD.✓. .� , ,r ,/,f1 „/,J 4tf y f f p <rr r/ // ♦♦�♦ , "/ OHO' ♦�. v/N.�--. . .-. . , , .,o�sd ♦..•fi♦♦ ♦ ♦♦ 6 / yfi'fi O \• `. 4 ,OAS 4 / 0 O✓l♦Ol D' r O�>fA r� r p✓/r 11,1,1✓ > !/• D O >! / r >r3 / // / // r G >/i / O/ /i l ! r r / /r / ? T•/!`!t✓r..41-#/ r ♦ ♦ , ♦ r1 ♦♦�4 44 se,4 '/0 �♦ ♦��f�'�`,Syj��,��`"•7/�J/'G,O--;9</ . /<i'.,�•. v ,,. , ,< l� ��♦ ♦ I I l ♦ ���� - w♦ ♦ O♦ O � ♦�� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦l♦l\♦♦♦♦r�♦♦♦♦�♦`••♦ry�'�'1���'.'v�v,•.-1111 . fi �♦ ♦♦ O �• Oti ♦ �� ��{� I > I • � O 00♦♦00♦O ♦♦ ♦ O♦�4♦ •♦♦\♦♦♦ ♦♦♦ ♦ ti . . • I I I l III! J I• I I I t ! / I f / 1 �'' /, l ���� r �`%` > ,• S• > > , //J r //' v� v- r ! / r r J D���s�o f/D � / � � �� D�' b` // / / r ! t / / r /?l d �� 1 ll� r ! ?•. {. r ll r ! ? ? ♦•? � ♦ ♦ ,r�l�� ♦ti♦ ♦ Z ♦✓ ♦ �� O / D / � ? >r y?'O✓rr ?�l'. ♦♦ ♦♦•♦♦♦♦'♦♦•♦ Irr ♦•r ♦ �,♦ ti�♦>♦ a�. ♦ ♦ ♦ ♦ ♦ �, ♦. r a . a • . .�, a ��, 0 r�/' �DO��� l♦ - O ♦0?�O`v♦ J D O tifCO- JOr�♦ti ♦�r� O�♦�♦ d���' O JO'O>r \ :DSO♦ ♦ O�`♦1 ♦O ♦� ��,,_ -i;, i\ \ J ' .�♦ ,+ r1 J.,:i r I*J O�l ♦♦♦ 1O �•'♦ O♦♦ ♦ ♦O �♦♦ , ♦ .., �\>S♦j O♦♦' O♦♦' ✓ J y .a,E.. . • ,.: ✓ D D O ♦ / �• ♦ ♦ ♦ ♦ti.ti f > 0 /�{ r` ,�' P ✓r fI1 + ,c �a1 ; ° s ��„ :P'S O♦♦♦ ♦ ♦�♦♦♦ ♦• O Oh ♦ ^ � �♦ ,l♦ ♦ ♦ ♦ ♦♦♦O� � V� ♦ti ♦l�♦ \i♦ti.1♦ /VA.A�0'O♦♦OO ✓ r � / ti• -l D Dt♦r ♦` ,� • l ti / r r r 0� ♦ , r O J�`00 r♦r ♦f♦� ! ��i♦♦r♦tir i tr�� 'r Dti �j0 r�!`' OO f' �>, WALL SECTION N045♦0 . ♦A• ♦♦ ti� ti♦ ♦ ♦ {♦�♦ � r ♦ ♦ \0 ♦� fD r f ♦ • rti f 9`, r0i >;*/ ♦* , .\- \♦ Prrti� 0a000a00 s 1, ✓r• ! f r,/ti/ r r D O ♦ ♦00♦� ♦ ♦ ♦ A-o0o !� ♦♦♦♦00♦ 0 ♦ . S/. .r� ♦0000,O 0♦ ♦ tiD + . ♦ �'S, ♦♦\�O.\.1/\0 'ti♦ ri / / >i r , ♦ titi ? / /- O• ♦lti✓fti� l!f♦♦ fi r 00 ♦ titi4 ♦. 4 { -�..``��C��♦♦ • ti0�♦0�0'O♦0000 tip` ♦r / { ♦♦�♦Q$♦• ♦� /r > r D �i`� Ofi f 0✓l t O / r• r JDSOi ri>i Nirl� ./s/s.♦ti♦•''r >1 ?lr X00 ♦♦ ♦ r ��3♦SOr ♦! 0 O♦O 0♦ti♦�+. ♦ O ♦O.♦O ♦♦♦♦��'00ti♦� !lr! O � rr ! . ♦ J ♦ � ' ' '- �♦� ♦ �♦ ♦ ♦ ti y v•/•41,..444- �' ti♦� 00�♦�4/00 >r'♦�♦DT O1 O>r Jr .r� r / r r D✓ f r ,b.•S ✓ ,��♦ t >r '•�v t / #'y f ti >•> • Al♦0iA , ~ `i J /` i !•r rgi j4j4♦J4r1e sj .A,44.'S`j0r ♦r/,/ /�r4/4f/ti///,\. e ✓4,44.4 !s/4, r•♦ f 4%44,/♦ti♦♦l♦�;4 ♦♦?♦ �v0.0-♦0ti . �Of♦ �.' ;/..s/./,v,0 4 ti, , . ,$,,04 ' ,�O♦W•Atiti•s♦, ti♦�,♦ , �\0.,�0 \,/,40.•*,/,,! p \DD09..1\f/!,� , / �l/ ' ,/f,,? \/,{itJ\,.I i{/ Al{rtll**llt f✓rJ\/l?.!,,lr, Cl* ,.l✓, . 1 O +♦O♦♦0♦00`+00♦ D **.v- �ti♦$ �.�♦O.O♦O,OP 404/04 DETAIL AND SHEET NUMBER ;/'/- '#/#../'4•*#' ,0* -.###*##•//'//# 4 MI DETAIL AND SHEET NUMBER til A-000 Dl NORTHWEST ELEVATION (ENTRANCE) Notes 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE AND ANY APPLICABLE STATE,COUNTY,OR LOCAL REGULATIONS. 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF ANY ERRORS OR OMISSIONS PRIOR TO START OF _ E CONSTRUCTION. 4111) 0 0 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE. F ED B 4.)WRITTEN DIMENSIONS HAVE PRECE •VER RA MN SCALED DIMENSIONS.DO NOT SC' •RN. -. METAL PANEL SIDING �'� I ! I I I I i ! • 8"THICK,CMU WALL �O 1 I I I I 3 � 1 I i I I 1 I i I I I I ' I • A 2 I t i I 1 I 1 1 A-204 I 1 11-29-07 STAIR MODIFICATIONS, ,s � laI< II11A£ GRADE MODIFIATIONS r �� ! � O RDG 34'-0" I D0, I ---- -� L - -------------- -- -�--11.- --- - ----�c \ GE Cr 1 _ I .__L t, 1 12 c a u ft i its •I ..r t0 1 1 .�r IlI111111IIliIl1i1111IIII1 ` `" rn ammonsi al c� :I 111; I r tag Oa COPYRIGHT- 2003 Er ia . j , l r NOTE:JIYANJEE ARCHITECT.ALA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE 3RD.FL. n 3RD.Fl. PLAN$ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED - - -` - , FFE 211-0" IN THE TITLE BLOCK.THESE PLANS ARE NOT TORE COPIEO IN ANY FORM WHATSOEVER FFE21'0" .. .NGE. ... __....,.�---------- ------«--�•.- - I ml NGE. Client O p M I S.W. ELEV. Cr) N.E. ELEV. A-201 `� r A-201 � Y• `' 2ND.FL 1 FFE 11`-011 �y -----------�----- x EioG - - - _ _ .. .. 11 -- -- i 9W E 238.80' rrrrrrrrrrrrrrrrr .,.. • w. 1111 NGE.238,60' .._1....I, jj,-. L_ E..._.-.-_ . 1,,.,..L�...I._.,.._ ...,._...,...i:1111....._.. ,.�J._... .1111-,..L..._.... .-.. 1111..�._. L,,._....._ ._.#_.._i.,._.f,...,.i_....1...,_!,_,.u..__z,_.f,....�._s_...)_..s,.;._t.,.,+....,.1_..«������1•���I•��1•��������I�IS>11���l1�����>r� � •-.,�..,.�:._-.. ...,1111«...,�.,. Y .. I 3. r. _I....-1 ,i_ _L. . .L_ I.'..I',_,. _ i,..I L._..-i..f.. L.L._1.-;..I.....,i...._L.....1 IL I.. i i..._.i._._I. ».i.......Z,,....1....1;..1-_._.t......i.,...-1._.A..._L._L..__l,-,_I_-"1..,..-.1__a._:..1_.:..L .,1..._.._,.L._1....1..-.._.f.;,1„.i_,._.� ■ momam omrmmummo mino11�1�ummmo 1���■I■1 mmum sommar armarrm�■li rmimarr mmiror �� g ,__.il,1-. •...I _.1.1._1 L._i-__t _-x.,......1,..1., .L.,_.i._....t_...s._.--�._,.i__J_._.l._,..i...i_. .1...I,... ..:L__1...,.,1.,,..C...t_..,.1,._..1,."_LA.._..,-,1._;...i_..,,._:.i.._..t,...a_�.., ,_;.+,.Li..a.. i...-...,._.t.. ....,..l�..t..,,.1._.,...,-w�1���■I•r���>•�I�11I■�IfI1I1w■■1���1�1�1•��I�� �������I��II�1���1■Iri•>•■����I�I�■III Eg ..I. .._1.,._L,,,L ..1, I..l__•._3..-..-I_..._L,1. I,_t 1'.w_1..,_.1...?,_._1_•1- .1._..t,.._1_ .J._._. _1..,_.1.._.,L_,_......,_l._._ ,_I ,-4_..�,_..t._...1-_.I,, .,_.( _.I...1. 1_...,a__,.3....i.....d...,....�,,..3._._i,,.s-....c-..1._.,.x...,...1.-._ ..,1._.._1.•.:,,...r.1 .1, ����t��������������r���rtl���1•� �r��IN������i��MMIN������i , 1 .._,!_T.. .�.,.t „.1..... _.,-_. t. •-rr' ,1., L._1 ,1,...1,.,..-I,...1.,_,1.._r«...1.1„......1„J. .1., 1_.,..L 1._.-1._ 1...21 .1_..I-. L..._I__:... _ ,..1..._i. .1,. .,L. .t.,..,L._...c.......1..-_1_1_1 1.,..1.,_1...._1._�1__.,1.�_.i..,•.1..r rl rtrlrlrr lrr 1r 1r 1 r1rrrrlrlrlrlrrlrlrirrlrlrlrirl 11111fIw1 r1r 1rr lr lrrlrlrrlrlrlrlrlrlrlrlr1r1r1r1 Project _.I»...L ;_.E... �,a-L,,1_.,..1...1.. 1.1„-11, 1„.„11.1.'..3. _ . . ,.L._.!,.._1,_ .I_„_.L,,.J..,....C.,_-1...1_._T...T,.A _L._I ,.1..__.1.,..,..1 . ._II,.-,I, i.,.-.1,..,1...1„..1„1-..,1,...1.,,_,1...>1...1....._I..,.L.,-1. - ...1,.,..1._,_.�..,.1,_-,:...,t_,_.L rwm�rom�mmummio1.1■f1■�I■1��11s momm �Iw�m mm1•m1 mmommm�m�mwro1�1�m11mm��� ) .L. x. 1.,,,..„)._,,,J_ ,.,.._-,.x.,... 1. -_1,....1 . _1_._ _aL_,.1 _,L. ._,i' 1,..1... L..�._..1, .-1,- L..I..-.., .._1 .4..,..,,,.E.L.,.I_..,. .. _I.. E,.7•,.,..I,._l_,-..1_..I.,,..1.{.1,..._f _.,�;a,1,..__t..._,i.,,,1.-,..L.,_. .,,L...i monamu �m>wl�t■I■m11111�m�s��1m���1r�����11 mommum�umium�I■�ll�rm11r11mmmo 1�■1■1�m1•w x e- .0 I. ,,._.i,._...I-,_.s_..1..-......_1.. .•_.._i.... .7_ L,._.I _l.-.,1...,.1.-_•'L:.._1.... _...a'...,t_-A,.-,1...I-._.I:.._, ._..C....,,.,...i..«-;...._f,-.,.1...,.c.:.c.,.-,.,€.,..1.,..,.a,._,.,,3,_...I_...t,....;,,.,-..i_,...I_.A ■___moo mm_�Ioif■1111■I■�_____tr___ll�t_r■1_ ,+_1111_111______�ta__________i i- r- e- � j�_�.L.._.I._„4_.._1 ..l'._r ._.,.l_._I,._..I�I",I~ .1..,..t.-�.1.__l.t.;,.;_1..._.i. ...121--, 7,,---,- ._�r•.���+. =��;_.:....:,_�..�__ ._._.__...�..r d._.t J i ...J...,.�-._.l_. Iriw111�■��letrm�manwartllrfr111111■�irtrrf�omrtlrr111111 u Ir�rl�����rf������)•�■�rlr�rl�1� N- _i_.I'E._.L L.-I. 1 1 " L I I �.T 77 -�.y 11,+,1,1} i rl rl rl____rir1r11�1■lrtrt___rtlr__rfrlrt_r11__ >:'____rt_______i_____tritl�■��I. ., »11L......._...a._. 5 .t.,....L., `•,.�. , ,�.., _L £.....,..1 L_ !��?r��-�--y I` t" �.rs_.-�...•..�r..'1_.. ti��:___.� .�_ d 1„_...I_ .i_,,.L.1.. ...-.L.. rrrrrrrrrr rllrirrlirlrlrrrlrrrlrrrllrlrrr r`; rrrrrrrrrrrrrrrrrrrrf--- _� °m� 1 : �» . 1: x i:-�.- .r.. -r1:-r=- :� -�-° :.:=- -.�.-.iE HIGHWAY 99 &217 1ST.FL. I i._._. ...�i..._..1::1:11.11,.__L�.,:x..1•dmo�rt�����Airai� rammor jaoa���i- �g� rt�L���1t��mammam r�� ■/ 1ST.FL. 1...1....1.._t...1....-... rlrr lr rlrlrlrlrlrlrlrlrlrlrlrlrlrl rlrtrlrirlrrlr�rl r rirlrlrlrlrlrl rrlrlrirlrrlrlrlrlrlii r 0 FFE 0'-0" _ , 1 t ����t��I�����1�1���■i���■r>r�w1��lnlr,i�e11.�-a:�w�1� �0��111��1�■������11�1�■I�i U� I -- FFE 0'-0" - d� +•J Fes*' .y,,� 1: S.W. WARNER V s�,..�::• S N AVENUE r. N NGE 227 \• -�'• NGE. \ �,..;1111 i,;,..•. .. NGE 227 .6a s •`... 'STAIR EXIT`' ♦ '♦ . ! I rI//JI -.-rir / /I Dr f �j r !! r Y s'x ♦S Si tom' 4 � 4 � :t� FF 4-0 J�. �'� - `i�z� 22 TIGARD, OREGON / /r N. r f ♦r / / . 111:1,. "H' 1 � I / I I I /✓ ! ! -NG 223,6'' I // / I-. - E I fI II r �r�r tf! / , D//rqi r �i ! l ..k; ,l''',1`.:' Ys, 4 t. 22. L. �. .� ♦ `' 1111. I i i / r //.#.#•./ W• .1. ♦ I I J I! r" _ I I II//- �, -:<•y 1111 it / / ff NGE✓ ✓/ !/r t� u 4fi♦ ti♦ � �' � Drawing Title - w /r l •� J , ✓ IIr Ir .1 I/ l Ir I r'v I I I , r - .. , `w"`.. v 4'r' ~ice`���r\ � <�+� ��-' �, ♦ ��♦•�• C�♦ •♦ ♦ •♦• .�♦�,� � ti v v ♦� ♦�.� ♦ \, .♦�1.•. ��v'.... ♦• '♦ ♦ ♦ ♦ 11 U `♦�♦♦ y1 .. , , o N. ♦♦`>� �' -•i ��'\• S1♦�/�>>O '01 , ` 1 "♦�' • ti•�� "'�ti`' • • ♦ .'♦ ., .�'. � � ,> ♦ . � - -�> y�..,.��.... ,�i ,�i .✓ �ir�i,r/,,,/ r , r /,-r// >/ /f'���/// i�7 / /�//•✓ ///��r/r,// ! > f /r ///// rlJlff/,ft/• fl rp,•., ,, .r, ff• // // r/Orr/,Jr f00✓if✓rK\fe ter?%:4V ✓,6 A✓✓. / Dv✓ tf J. r rP r✓ifrr/ //f/r . V4,4. , 4- .N.. . 0 'V' O. Jr O/ //D �{ 1, /r / • r- 4 4N- 0. , '44•\• J�fr /{l/l4444 ✓r�0• rf 1. . •.•,•,1 NNW♦♦♦♦ ♦♦ r � ♦♦ ♦ ♦' ♦ \\ ♦• ♦�/•��'b`D�j 'O ti♦' � .v ti �. ♦ ♦ ♦� '0�� `♦'♦• ♦ /�'O�♦ 4 '♦♦♦ \♦ ♦ti4 �1�40'♦♦ti♦♦♦♦'O'S' �'♦ �O• �♦♦� �0•� v \��` �/ t I/I ///✓/ /II II / / / Ir I I / I /4N//&&4/4/1//1,-I , IIr I */NS> 1 :,111• 1111 .-r .•,.•.r////f > ✓ f /. / / r/ �,�♦✓ ✓ ✓ / ✓ //✓,/r• •f�r��i N !r r .. ,/of //�O/>ri/ />/S"9`S //r/ / r /! r r f/ / , O / N rr / !`�i/Or /////,r//{/O ��? /✓i!rs. 1'111•' rrr•//'//•,•, /'I/,rrrr/I/I/// I frr fJ♦✓fD I Ir/D/rfIJI/J`%'fr'M l wf �♦�1. I'll/,rlDlr.. .. /.t?,l/.}� lf, �lf .;I,'IIlI/.�r.I .. I �♦� �,. /�� fl`r �� �♦ ♦• ♦ � ♦♦♦ .-;i r♦r!•%{r{ ♦ ♦ Z ♦•♦♦ G♦. - � ♦'� •�• 'ti 'v '1 ♦ ♦•����'C♦ � r �C �b...., �♦�n��, �. ;�� 'C. `♦.O.♦ ♦•♦••it ♦ �♦ �����"♦� L •♦ � '�ti• t d y '1`♦ �1! �• ♦ �� ♦� ♦• •♦�• ti ♦ �`♦ O� y�.p r�i •�i` , / fi 4fi fi ~♦ ♦O ♦ ti♦r'S>r/♦�i J f e♦ /r s>r4r'O‹. J r 44p,// j /ttii O' f 04 / Of rr O �i ,, !f r v /Gv o'O-§O.i rrO/ j/♦ O ✓ ♦✓ r♦♦N••it ` D,f0 t"/. ri0 r > Pr DD! O✓ /I,:✓ te t�/i!"�rir0~/iOD�',.*//DSOi f/ f fiO♦✓C1 rf '.-.-..,...-,�.• -�0005 ♦ 0�� riD //i / //i / ri � / r G r O l :.'�i ■?`.ti. '♦ 4• I / D D ,/ ♦ � ./i4..4' 4 .S . ,\N4.,-7.•,„\•&/ / IIr. ' � ter' ♦ / •f I I J I f I /• ✓ > / • ��y`"�"t I I / I / D /> ! / f ' J/ / t / /rr P / f , f4i r / / r r ! / / >r f����� � / . .♦ f / /!r r r DO /r/r , fr D P - -� � \ �����O a� r fD / r r r / / ♦ ♦ �'� ♦• ♦ ♦ 4 'O •O /,✓� f• S �• •r r �� fi O fi .� . . / / O � O ♦ •4• � O r / •� ��� S S ''y r>r� r \� �ti S , / O S 4 ✓ > O � / ✓ / DO/ 1 /�• • 'P ♦ ti •r , J > i/ r �` /• f Ji /•L O r D D � D ♦♦ ♦♦♦ tiZ ♦ \ ti0\titi?\ r DD , l \iii ✓ / > •♦ �Q ♦ ♦ ♦ ♦ 4/ r♦ i0 / ✓/ � / �� O ♦♦fi ♦ 4.O 4� � � . / r r ✓ p 2 ♦ 4 � O ti°Oti fi � // / / � O'Ol �•40♦ O♦O 4 � •O � err // � . ✓. . ‘Al,. . ,f . , .>, , . . .,, , ,,,/fiJ , ✓ , / ./„ .> ,,,�� ELEVATIONS / �� , l�'�. , > / /, � it ✓ r , P /Z� rri r .S. 4,�5• 4,\�✓✓.i��i/✓• ,f /J, l / l'. l � ♦�\� -` �> i0 , / ✓ r / , / ! / rr / / f / rD' !• rf✓i/ /// r O✓f� /Jd�irr ! O / 2 ti ♦tip ♦ ♦! ♦♦ ♦ y• >✓J rifi' rJir •i ! , / / /, M / ♦♦ ♦ ♦♦ ♦ ♦ r`�i /• f r /r f //f/✓i r , / 1. ?. ? ♦ ♦ // / rrr/Dr/ � frr // / r/ rD / J • 1. 1. . 1. ! l ♦ �.\ti♦ ♦♦ ♦ ♦ r / / f/ J l'. 1. `. �. ♦ •�♦ ♦ ♦ • ♦'�♦ � �Z• � '♦'♦• •- ♦•♦• ♦� ♦ � `, ♦ ♦♦ ♦00✓♦� r4♦♦\�0 ��ti♦ O ♦ 1 ♦ ♦r♦ ♦ ♦� ♦ 1 ti ° ♦ 14♦♦ ti♦ ♦ti ♦♦ O > 4/ rO > /i r >> ♦ ♦ \O • \ \\�ti ti♦ 0444 \ O . , S. ✓ ���Jti •� ♦ O♦ �ti♦ �`ti♦•♦ti♦♦ O X41 ti � O ti r rG� r O r/ r rrr O, ♦ Oti �♦ 04 . .r. ✓^ . .>. , ✓• ,> .>./ ✓ ,» .>. r ���,,,... � ,O ✓ •f •r✓✓✓> > i i / rrr r r r r > Jai r rr0• r O >i //✓ . l ✓• ✓• ✓• ✓r rr r rr > f fr / ! .`. t. ✓ /✓./. •I•>•I r f r I r / rr I r / ■ / / r r r //r I r I r D / I ?. -�-♦ � \♦ ♦�.\ > r• r// / r r r r f r r r , , ,/ 0 , >r Z JrO, r O />/ rr,/r/r/i / ♦. ,. ,,, ♦. . r• r/ •r ✓^ /i r✓, r r rrrr,rr r rf / , , , r .�• ` ` ♦.�� Z�.\• .♦. .� � �♦•��� ✓/✓ rr r r rf r //O /Or rrf r , ! 2 ♦ \ ♦ ♦♦ � �♦ ti f r /r r Or frffr r , ,f 1 . P. r 1. • •ti•\\•` ♦ ♦ r rf / r r , r r frr r / r f . h l l>1 . .♦•♦ r rir r r r Or, r r/ r Or rr r r f O r l •♦ ♦♦♦ 11 t ♦ 1\\♦ `��♦ ♦♦ f /r r/ I r 1. 1. ♦♦ \��♦♦ � �\\ ♦ rr r rf ,frr � .\. ` .♦ ,�. • ♦ ♦♦ � ♦ ♦ ♦ rte//•r• ✓✓ ✓ / ✓✓ ✓/ / „ \` ♦ � � � .� i� A4!* / O / D r r/r0 f, r l , ♦ � .� /, �/ r 1 .S S / r / l D � . .4 . � /• ✓ ✓ ✓ /r✓✓• /r r J, .,. /l l P! .♦• ♦ ♦ rrr✓ rrf , r /, , / ! / // / r✓ D� �Drr Of ♦✓/ >i yi ✓J ♦ ♦� � ♦ ♦ ♦ r / O / /r r r r � A ♦ ♦ ♦ O JJ r , , J ? ? 111 • l . �. ♦ / / / ,/J / , O ,// / O /r // r C ! /l .�, . lam ♦ ♦♦ \♦ O ,// / ,,, ? l ll ! 1 . ♦fiCti♦ ♦ ✓ O r C l 1 R �♦ ♦ �♦��, ♦ \ ♦♦ Off' r ..A/NA 1 . 4 ♦� �♦ l 1. ♦ .�.♦ � ♦� G � ♦ ♦ ♦♦♦ ♦• ♦ � ♦. ♦♦ ♦ O ♦ S S ♦♦• N♦♦ � S ♦✓ ,ti ♦�♦ �,♦ ♦♦♦ ♦ � � 400 O♦ ♦♦♦ ♦ ♦ ���� ti0 ♦ ♦♦'' ♦O Dfi ♦ 0 ♦� ♦♦ � it / ' ♦ ♦ ? ♦♦♦♦ ♦ 444 �♦ ♦�• � ♦ / �O ♦♦♦\ O!♦�♦ti� O ♦♦ •�♦♦ titi�4♦• ♦0♦ 4.40 O MOti\ ♦� O / O/ O �♦♦ ♦ 1 C 4 � / • ♦ •\4 ♦ v / / r 'D•>J✓/�Prr'!r /• � • `D D t ��rrr� r� � O r' \1\4144/441\� � C ! �•. . ��♦♦♦� ♦ ♦ ti0 O P /// r ? ,���♦�'``���� ♦ ♦ � � '�S .� �j > 1,� / I �i �I� � I ♦•-•;��,�jv�♦t�♦♦• �♦♦ ♦1♦ ♦'♦.�♦ ♦♦�♦♦♦ ♦• �♦♦♦�♦ �j ♦♦1 ♦♦t'�♦♦♦• ♦ ��♦`/�♦�♦♦♦ ♦ ♦♦�♦\� ♦4r-l' ♦_,�3♦ ♦\♦♦ ♦ ♦ -/� ♦♦�0♦ ♦• ♦♦� 4�.♦ •♦♦♦♦O♦♦O�♦•4ti♦�♦ ♦O.4♦1♦♦♦4♦�♦� ♦♦♦♦♦♦ �♦���'i4�♦���4♦ �♦ 4♦♦♦♦♦O♦♦ '♦♦'♦ ����♦��♦♦♦ 4♦S♦O�♦♦ti 0�.♦♦♦♦ti♦♦♦0��0♦4♦�♦?0•♦♦'♦WOl4\'♦'♦•♦ti♦♦�♦♦♦�♦♦♦4•(,,,� �,���D?��ll•!�!`�ti�♦✓r�✓N'1���?>��1�1��\'<\�/�''�D�O��<��lr,\ ?�l���Q ��I�Y���l�lr!/�?fir!f?%?Jf`�� 'r/�Jli%Z�I''�?�?!1'l�%�`♦ '1�♦�♦♦♦•♦�♦♦•♦♦'♦•♦��♦1♦�/♦,�♦1• �♦l♦♦�♦1��♦�♦�♦��♦`�♦'♦♦ ♦�♦♦♦♦1■ti "�`�♦♦�`♦♦'ti O��♦���♦O♦�♦♦�♦ti�♦`�♦�♦`♦`i� �♦••♦,�♦ �4�♦♦♦�'�♦0�4♦� ���♦♦i �i ♦ i�'�i i „,i � i i i �♦1 ,. i . ., .i i i „i i . 1 [ Project dumber A-2 02 Saving Code evision u Ix 01 2 314 5 6 7 8•SOUTHEAST ELEVATION scale Date Drawn Design HI 1"= 10' MAR. 2005 SK S.Jivanjee • i,,,,,,,,..:, ,jivaniee i 1 2 3 4 5 6 7 8 — —. — 0 0 0 B adi ,:,Ar, c1tel,P.I,C. PROFESSIONAL CORPORATION AIA , RDG 34'-0" RDG 34'-0" , 11 NGE.261.60' NGE=261.60' IF 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 A 111111111 RoIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ IIMMIIINIIIIIMMmw z? zy) ef, _...._ ...m.rmmuMIIIIIUIIPII-Mil META ROOF 111111M1111 Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.cona t•-• 0 ................ , 0 cN1 II 1 I I 0' III IIII ,111111111111111111 Ill 111 I I „ / lit IIIIIIINI .1- . 4: , .. 0 01 Zuj --) 2 2 cy, y, -." HANDRAIL / // / • o Et, ) / .. • . , ,. . . , ,. .. Immili: * ' I' „ .. .. , . ,---,,,,, .,,,I 0, if 9 = - ... . • f . CI ' X • • 'et- ' :;” na(' ' i: i, .., ,_ _, •_, ,.: ... , , : ,,,,P 'ft'b „„..' ',1 - MIII amihiwiel - •.... B T : -1 I . -11111111111111 S tOalC s'-' WI del& '4iS mom iiiiiiiimm mom amiummim -.....•--... IVE ALTA E SIDI\JG Key Plan 3FRFER211-0" FFE3;(1);-(i" .... ■mil.ii.o NMIH"-iil _ 000mI I --_ r r - - - - 10 NGE=248. 60' NGE.248.60' 0 1 ,,, :IVANJEE t : I C.".- CS ,. 91.4" 4 : 4" 91.411 _....., 4''' ... i r E-- - 1 _1 : r- .' ir, _3 ,C ' : Win 411111 111111111 111111111 1 I 1 1 ro. ,‘.- i FFE LANDING FFE 161-0" 2tz-:) 00: m"-* FF 0 \ rli j .._:: ICIEIC : 'r •ggt\. 11-' r //// mon= MooIMMo1 loMM NoMoMmoo INMIN moMoMM MIM IIMMIIMON MUM INMMMM MI I I MI III I 1111 II I i 1111 I I 111 I III I I I I I I II 11.11111111111 == 1 I D5 > 1 H1 > Legend 11111111111 30'44, C < H5 111111 C 1IIIII 2ND.FLi ii.o. 211.FL. i 111111111111111 - - litit Ain-11 ithishimiiiiiiiiiiiii ii ii ins iiiiiiiiimmiummonimimm"aiirawrissis NGE.238.6CY NGE.238.60 r."-- 11=IIMMINI. M11111111111111111111111 I > ELEVATION DIRECTION r- IMMIIMIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIINIIIMIIIIIIIIIIIIMIMMIIIIIMNIIIIIIIIIIIIIIIIIIIIIIIIIIIHINIIIIIIIIIIIIIIIIIIIIIIIIIIfillidilliMill 1 ,111111 1F-j l' I 1 1 1 1 1- 1 1111111 I [ 1 ' DIM FFE DATUM POINT FINISHED FLOOR ELEVATION•IIIIIIIIIIIIIIIMIIIIIIIINIIIIIIIIIIIIIIIIIIIIMIIIHIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIOIIIIIIEIIII 11111111rji --( 11111 ' 1 111111 11111 . TOS. . TOP OF STRUCTURE IIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIMIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIEEIIEIIIIIII 11IIIII 1---1 ,,'T L i 1 F 1 i I I I I I I 1 1 1 1 TSS TOP OF STRUCT.SLAB IIIIIIIIIIIIIIIIIIIMIIIIMIIIIIIIIIIIIIIIIIIIIIINIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII r - TOP TOP OF PARAPET IIIIIIIIIIEEMEEE!IMPIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII•1111IIIIIIIIIIIIIIIIIIIIIIIUMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIMIIIIIIIIMiiiiiiiiiiiiliHll I 111111111111111111111111111•1111111111111111111•111111111•111111 '. illE111•1 8" REEIEMSTEM 4%. I TOF TOP OF FINISH 111111111111111111•1111111111111111111111111111111111111111111111111111111111111•1111111111111111111111111=111111111111111111111111111111111111111111111111=111111111101011110101111 LANDING IIIIIIMIHIIIIMIIIIMIIIIIIIMIMIIIIINIIIIIIINIIIIIIIIIIIIIIIII \ , 1111 1 •IIIIMIIMIIIIIIIIIMII NGE NATURAL GROUND ELEVATION _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIMIIIIIIIIIIIIIIIMIIIIIIIIEIIIIIPIIINIEIIIIEPJIIII , FFE 51-6* .- --3=• ------ IIIIIIIMINENIIM11111111111111111•11111.1111111111111111 \ 1111111111111111111111=1 MIMI -f-j SOIL TOP OF PLANTING SOIL IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIEIIIIEIEIZMIIIIIIIIIIIIIIIIIIIIIII , ....- IIIIEIIIIIIIEIIIIIIMIIIIIIIIIIIIIIIIIMIIIMIIIINIIIIIIINIIIII \ HH111111111111111111=1111111111111111111111111111111 MIII=-17:1 11111111111111N11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111112112Eiiiiiiiii I 111111111111=1•11•1111111111111111=1•1111111111=111111 \ 1111111111111111111=1•111111 MIMI MEM IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVMMMIMIIMIIIIIIIIMIIMMII!IPiiWm•mm''m•u''''` /\/\ - --- --- - ---- - - - IIIIIitIIIIIIIIMIIIIIIIIIIIIIIIIIIIII■1I•1IIIIIIIIIIIIIIIIIIII \>IIIIIMIIIIIIMIIIIHIIMIIIIMIMIIIIIIII II B5 A-00 SECTION \ IIIIIIIIIIIIIIIIIIIIIiiiilMEIIIMEIEEIIINIIIIII n _ / 1 1 I MIMI 511111=111111111111111111111111111611111111111111111111111111111111111111111111111111111111111111111111111111111111111WP•c\yfi \ IIIIIIIIIIIIIIIIIIINIIIIIIIIIIINIIIIIINIMIINIIIIMIIIINSIIIIIMIIPRIIIIVIIEIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIS! ,\,2, ,. ..,/, ,, ,,,/, Al \,/, , ",/ \ \\ IMIMIIIIMIMIIIIIIINMIIIMIIIIIMIIIIIIIIIIIIIIIIMIMIIII 7/' L. _ D IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIEiiIIIIIIIIIIIIIIIIIIIIIIIIIMIIINIIIIIK/--Oz < // NI MIMI / I 1111111M11111111111111111161111111111111111 / 1 1 E -1— - - - — ___ ____ ___ ....... .____ ..__ r•-• - --) DETAIL AND SHEET, 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111r ',/\ \/4". ` V \ V //` 4 z,/,\ , . \ /\\„ \ NUMBER '2,;:.:_'•.:-'. I 1 1 I I 1 I II 1 I I I _ ..___) LA 11. .1101111111.1.111111111.1.1111.110-11.01.110111111.11.1111.1 .01111111111111011.11111117 -,,,,\„4,4,\7/\,/ ,\ /4/ -.\/ AZ '46-441/1 ' 2 Kff=e3o ••i ,' ' ' I 11111111MIIIIMIIMIIIIMIIMIIIIMMIIIIIIIIIMIIIIMIIIII taIMIN I II low -: -,.--:. .... . ., :: :. -:. ,.. - i., .: 2 ,,, , ' : ., :- :.=-:-, . ,- ..-'.- , _ 7.7 : '.., : .:.! -I': ,. . : 1- T‘;''. .? ..,..,...27.'. \\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - ,- - s' ,- • „ • -,. , - . - - -, ' , '; ‘- . • ' •‘ , . •s : , '- , • ' 1 ''••1 ; 2 1 0 2 4 6 8 1 1 D1 STAIR# 1, ELEVATION DETAIL D5 STAIR # 1, 'ELEVATION DETAIL am N. Notes MINI 0 0 (I,) 0 0 0 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE AND ANY APPLICABLE STATE,COUNTY,OR LOCAL REGULATIONS.-$ RDG 3447 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE . \ \ NGE.261.60' PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF _ ANY ERRORS OR OMISSIONS PRIOR TO START OF E M AL 'I,OF CONSTRUCTION. VERIFIED EEDEN SI 3.)ALL DIMENSIONS ARE TO BE ON SITE. I 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 "c4, ..--- 4.)WRITTEN DI SCALED DIMEN MENSIONS HAV SIONS.DO NOTEsPcRAEL DRA CE VER C WIN 0 GS. 3RD.FL. FFE 21'-0" 3 _ _ _. _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ — 12-2 V-0" 1 . \ ($) NGEF.248.60' #$C9 1 1 1 1 11 111 1..P II 111111111111 III 11 11 2 ,4104 IPII F 1 IIIII_ -e:, -E , -lei G / 1111011111 0 17) eX= il 0 6- 46 Iv- ... al 1111111111 I 11 4 1 1 1 1 1 \ 5 . 11111111111111111 1111111111111 ..i. 2ND.FL, FFE 211-0" 4114 NGE.238.61 `19.1 (I) (1) rt C SP Lt in ARCHITECT, SHALL HOLD ALL TO THE PLAN OR IDEAS AND CNOOT4:PjivYAN JREEI GVITTC;AFA.01314061. DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED E I IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. 2NFL)F-.11,-0. MIUIMIIIMIIMIIIIIIIMIMMMIIIIIMIIIIIMMIIIIMMIMIMIIIMIMIMIMIIIIIIIIIIIIIMIIIMIIMIIIIIIIMIIIIMIIIIIMIIIIMIIIIMMMIIIMIIIIMMMINIIIIMIIIMIIIM IN INIELLIELLIELLII I I IIIIIIII I I I I LINIELLIELLIELLINILL INLIINLIINIINLLIIIIIIIMIIIIIMIIMIIIIII . NGE 238.60 e ' * ient im im um ii MIMI aionommonommoommi Nommionommommomo 1.1111. monomounor■mil NMI Mill. NMI MEM . .1111111.11111 M irage NEI INI• - ImMINIII G MIN EMI IIIM11111111111111 ;i THI KG. LI ALL S torage _a ims Ima _ ami im mailam :-..... Project _a • _I 111101111111111•11 ,-- NMI NMI MI MIME 1 INN MIMI - NMI 1M • =N•M , HIGHWAY 99 &217 NE _ I M___ S.W. WARNER AVENUE NM I_ MINEMINE - TIGARD, OREGON MI _I MININIMI1 1ST,FL. EMI EMI ASPH 226.50'oliii IMP MINIIIII 1ST.FL. FFE 0'-0" NGE.227.60' 0 MIIIIIIIIIIIIIIIIIIMIIIIIIIIIMIIIIIMIIIIIIIIIIIIIIIIMIIEIIMIIIIIIIIIIIIIIIIIIIIIIIIINIIIMIIIIIIIIIIMIIIIIIINIIIIIIIIIMIIIIIIIIINIIIIIIIIIIIIMIIIIIIMMIIIIIIIIIIIII Drawing Title _I an Irk- MIIIIII iik, FFE 0'-0" 11011401 . . . .. . ,- ... ,. MIIIIIIIIIIIIIIIIIIP:''. ''''''':; --1.:" :::::- .?:::-;:::::':1::''' \ \ vur 227.60' ENLARGED ELEVATIONS \AAAAAAAAAAA \ \ \ \ \ \ . \ \.. ... --. -,., - , ..,-, .:-n. , - •. . ... , • ...„.., --. -. \/ \\/\ ...: -.. ,.. - • ,. -_-, \ \AA/ < H .t. . • ripen 4 iri 6 ri I I 8 H1 NORTHWEST ELEVATION - ENTRANCE DETAIL H5 SIDE ELEVATION Scale Date Drawn Design 1/4"= V MAR.2007 S e , . , , . 1 2 3 4 5 rm. 6 ,,,.., 7 ,,,.., i B Jlvan ee - - - - _ Arhitect,P.C. - _ __ _ � �, A•301 _LI PROFESSIONAL CORPORATION ATA • �i■■��� ■ 9055 S.W. Beaverton-Hillsdale Hwy. Partiand,OR 97225 111111111111111111111111111 III !11111111111111111111!.! 1I I Tel.503297 5160,Fax.503-297-4635-jivanjeeeuropa.com A1 � •' , `ND' ` ti .-----,,k) tOrAC.1(.-'?:"- - -- ) ''''' \\ °o CO � CO co � il,r:::1 \ A . 1.11-11 11 a� ., �1 iCl 9(.1c:7) ., 0 n, an 3RD.Fl. 3RD,fL, I —- — -—- — —-._ - - —-— ---- - - -- --- —_ — — — --�-- - ---' NGE=248.60' = . i FFE 21'-0" FFE 21'-Q" � li � ;P:i: y , � }may .. Q. e F o r___ 1, II -- rt 9.4 --- - , 9-4 �- ,- ( =1 A_ P=N .ID I, ! ! - \\ Key Plan B � LANDING LANDING \\ -__— FFE 16'-0" FFE 16'-Q" _-- \\C%) :=1-......cir, $ ,, s \ 1■IIIIII 1 1 1 �� ii D5 1 1 1 1 ii 1 1 1 1 1■ 1 1 1 1 2ND.FL, 2ND.fl. 0 •�� { I 111 __ FFE 123860" N E�238.6U Q" (� ILIA=11 tr i w 1 IIHIIIIMIMIMIIIMIIMIIIIIIIIIIIIIWIPI rill MIIIININIMMIIMMI •111•111•11111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIININIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIII•NNIIIIII_111111_111111_NIJHII_IHN:__WIMAIE__tal IINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIRIIIIIIIIBMIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIAIIIIIIIIIMIIIIIIIIINIIIIIIIIIIJIIIIIIIIINIIIINNIIIIMIIINIIIIOIMIIIIIIIIIIIIIIIIIMIIIIIIIA MIIII__111111_111111■11_all_ . IIIIMIIIMIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIII --�����- -�����- -- ___- I ����1'�i'���� H���___-- -e- -- --- �---����—_I__-- Legend C ��������_��������������—��ii___I_1�_�� I EEE __ ����������������M�������� ���� ELEVATION DIRECTION -�������---- ---- _ --�- _l__ si LANDING LANDING ���� ��������������������������� I �� ���� g.. M I 1 ' �����— ---=���---��IIIIU � ---- FFE 5'-6" FFE 5'-6" 0 -- —- --- 1��� �������� ���� 8'�I iP!U ���������I DTM DATUM POINT �������������������������� II!!._����� ���ii����������� �1�������������=_I����� FFE FINISHED FLOOR ELEVATION —������=— --����������������i � �� I____�- __ --mmmmmm ��m - ___—_—__.__-__I TOS TOP OF STRUCTURE ���������������-���������__I_��i 1 El I. —• ���L--- -���� M � E::::: ����ar- — TSS TOP OF STRUCT.SLAB _������=—_-- ---_--��— =__� __1_ �. I _ �--�...... ......--..—��__■____■ TOP TOP OF PARAPET �e�∎� "UU�������������������� .•. ��� vv v i I i TOF TOP OF FINISH �������������������������� ���� �� NGE NATURAL GROUND ELEVATION ������������----���—������������ vv H H_ ___ �— ���������������������� SOIL TOP OF PLANTING SOIL immimimmimini ono ..........milim v �FEO EO0. ._-„1 — ——-7—, 1 $vv FFE '-Q" FFE " - NGE-227 . 1111111111111111111.1111.111111..., . 111111r170111111,NGE-227.x' f. q liii } L y J 3' .. SECTION -fry`' • t• , S C t t 9 'r G - „. �. . z.... �. �. . ., .. , . .., ti ...: ... . ... .. - .. ... ,..,,. .. .. . ,.. mod- �t �� / / / / /� I. � . A•. .. _.� ,.... - .:.,.� . . ._ ... .. �: . . ___ DETAIL AND SHEET.� ., . . ,._ .. .� .. :� �� � �; , ,� i � � ��i��������i��i�ri�ii��i�ii��i��i ii �i��i��i ii ii �i ii �i ii �i �i �i �i �i �i �i �i ii ii �i ii �i ii ii �i .: , . .. ..., . .. .. - -- ,'-4 T. . .._; FFE - 4.0 . i ! ... / -_: �.. � . ..:. n,� .. ��';� . ,.. �.. . . . . ..,.: . ... O . . . / � �� \�\� �.✓ \ \ \ \ \ \ NUMBER ., .- ,, -` . <,: .;,.-. ,'' .., ...,;,. - s .. ,. .,. :. •:� <.'. � =. . :'..::: :... . ... a..... .. .., � NGE 223.5 �� .,,.�. .. 223 \ \ /� � � � �` � � � . - . _ - . .._ - �-�-- . � � � � � �i ii �i �i �i �i �i� - � - ii ii �i ii i i ii � ii i i � i i ii � ii � ii ii i ii ii � i i i i i i i i i i i i i i � i i i � � � � � � � � � � � � 2 1 . 0 2 4 6 8 11 D1 STAIR# 2, ELEVATION DETAIL D5 STAIR# 2, ELEVATION DETAIL am MI 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE AND ANY APPLICABLE STATE,COUNTY,OR LOCAL REGULATIONS. 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF ANY ERRORS OR OMISSIONS PRIOR TO START OF E CONSTRUCTION. 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE. 4.)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.DO NOT SCALE DRAWINGS. 3 . 01 2 .2S) crib 1 t- F a i vii au Et in COPYRIGHT- 2006 NOTE:JtVANJEE ARCHITECT,AEA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. Client M i iraqe ioratje Project HIGHWAY 99 &217 S.W.WARNER AVENUE TIGARD, OREGON Drawing Title V ENLARGED ELEVATIONS H Project Number A-2 04 Saving Code Revision Suffix 0 ©©© 4 © 6 © 8 Scale Date Drawn Design H 1/4"= 1' MAR. 2007 S.Jivanjee 1 2 3 I 4 1 5 1 6 I 7 8 . Jivanjee _ ._ Architect,P.C. PROFESSIONAL CORPORATION AIA c, 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 te ,Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com A 4 (:1-42,) CD 10 • 9 8 8 • CD N M Z I .' I I I I I I I i ► I Z it 0 /440<IIIIIIIIIIr, w t�s vl . W �'• Li.- f OF 09431A X I I I f ! I I I I . I I w Arai F7 B A-602 EAVE FASCIA 3RD.FL. .�- • .•-...... A-602 '- rt Key Plan RDG 341_0" _ 1 2 3 4 5 6 7 8 ‘ di Ji_.v-anjee Architect,P.C. diPROFESSIONAL CORPORATION AlA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-iivaniee@europa.com 0 A 0 B 00 0 4tiosi) 44410,000, 00 0 0 CN1 c..., 01 ill Z 3094 Ni ...., : / VA' i Z- 0 • • ,,), , g: * a) ill it _a. X I . I . ., 'i IF CO ill B H3 Key Plan A-602 gith gal/ A-602 E D A-602 , RDG 3410" RDG 341-0" _ „____, .!i_ - 1 ,, 1,. ..,.s,,,,,.., ,.,,......\_‘.,:!,,,,-,Y11,4 %,I, ,,i,.....,F ,,.. 4.. t,„ ,, -,,, - ,,; - .,„...................... — — Am. ..„.....,..,_ \ I NGE.261.60' NGE.261.60' 4114 - - -- / --s 1 I / I L_.... 1 I . 1 1 1 , I / . i i ink 1 li ,/ ilk Ili 4• r I 11 I iy) J I, 1 1 1 k .. il• I V I I V I . .,-- 1 !. 1. .. > 1 I I ' II , (\l.,/,,,,,„,,,,,,,,A,•,,,,,,,,,e,,,,,,,,,,,..t,.,,..,,,vv,..,!,,,,T4...tpt...i, w;,:\.,21,,,,, fi,F4•';',.--4-'1.1(-4''" "3'' -- T. ji' r - r .Is/ GI I AD: 3RD.FL. 3RD.FL. I I I! ' .1' , , 1 ‘'r FFE 211-0" idik i 1 ._, ,i _ 1 ...., s_,i 1 L A-602 Afillik_ :44.[1111.-—— NGEn 248.60' V i I 1 1 1... t I .I 1 1 I i NGE..2411.60 1 I HI [ li I 1 i •II, •V •• I 1111, •• V• •116 I V al li r 7. \ ) S.W. ELEV> b.i). • 1 <N.E. ELEV. N.W. ELEV> A-601 i b 'St LS:E. ELEV. A-201 cn ; ;.- , ,,-? I 1 A-201 A-202 -- 1-- I T"'" A-202 : --; I I , I limump I ' i I 1 1 ' Legend i I 1 1 I , I I / L 751- b ce) Aill 2<FNFFDEE.Frit _ C 2ND FL. FFE 111.-0" 6thi i i I Jii 1 . 1 , ,111 .1 ± 1 i - .. . t IPA 1 .. ... . _ ...,....... ..... 0 FNGE.238.60' I > ELEVATION DIRECTION _ \ ....lap i ter NGE..238.60' Iv -4,..,.........). . -..--T...r.=/.......i.....r.r...r.....r...r.• ii •• • a --11 .1 _I.. -L.-1,..:Ls..Es A .t. .L _ ..1 11 _3_,. __I 1._A, I,L. 1_,A„.„1„.„A. I.I 3,.1° N mil .-......- , immilliralliallagralranraillaratrillailimil L. 1, L. .1....1 i A.1 .1_,-1,.1-1„,„,[.1,a 0 Ili i ELEVATION -- 1- 1 1 1 f -I 1 1...1_ 1 .1. ,i ...t. 11 8 V: ;1) .111, , 1 111111111111121111111.111181111ranalt1/411.11/41111.14111.171111111114.1.1111311.3 611111111.11.11111111111r Lt HMEPDOLN:(1;c1R :a-.....A: •fi ..-f..11.1.:1- :i..- J. .1 I.'.i 1 J. 11 II I , 1 MIIIIIIIIIIIIMIIIIIIIIIIIIIIIII1111111111101111111111=:11 IMIIIMIII NO INIII111111111111111111M111111111111111111111111111111111111111N311111 Ma I :I"- , Iliviul - _L._ ,I 1 _1.1_1 :1,17:t..1. 1 „L.11„.A, 11 11 11114 i e•-• TOS TOP OF STRUCTURE I x- 1 .1 1._7( _I 1 _I _1 -.1 _L, .1_,J Alan ' - - il a v-- II NIIIIIIMIIIIIIIIIIIIINNIIIIIIIIIIIIIIIIIIIIIOIIIIIIIIIIIIIIe-•O MIMI NI 11,111111111111111111111111111111111111111111111111111111111111111111111111111111 I e-- i TOF TOP OF FINISH ....L..1._1.. ..i....L a.A il 11 11 b) . ,.............. i monommou DATUM IANTI SU 11 I 4..e-'w N'N'N' . , Z'Zel'/V' / ' ''' Illir 1 I 1111111111M111111111101111O1111011111111111111111111111111111674111111111111 I IONO1111111111111111111111111110111111 .111•11111111111 I 1111.111111111111.211111111111111111111 1ST.FL. NGE NATURAL GROUND ELEVATION ...;,1! .....,,, .- ....\ - ' /" • • ' '■ • •‘‘NN%*—\V\ 1./\#\'' />rf\'( I MI IMO I OIIIIOOIIHIIIIIOOIOIIIIIIIIIIII I, FFE 01-0" SOIL TOP OF PLANTING SOIL . . ,- -.-Nev-14.1v,,t,. 0,„, ..„..„„, ..„„.„„t„,,, ,\„1„,„ •\\„.„N. '•`,.•?•••'st.\.\‘'tl*N •\ /\ '\/4 4, /, . 41,.#/..//. /,/#, 1111101111111111111111111011111111.111 . NGE..227.60' Vir I law.y.n.u.r■Juo.o..00.oy■aanoat..... '''''. .......,p......ry..... .v.um • ,>..7 •'Zio.' ,oN,Yr,\,03.,• ,I\■• ' 40,14•\■A\*,,,',0\ • ,fr\.\N>, , ,,,,. ,,,,..*V• ,,,.. , \#\/ \ ' ,', /*/I,4. 4#4.0*li "..4e4,1'.41W V....";',9-•Nr'fArK,14 I - , , . - - .,. i.N.i.'I,N ..N.•■•N.V it..il, `i,',.4,..:,.,,,,....,,,,,,N,,,,,VNV r.,,...Tvr,;,..--,-;......;,,,,,,-,..pw.,,,,,,;44fo- •,,-N.-N--,...-•,,,,,->. . - 4fr■N .• ' ' ''A. .• * •#'* * • `/N>i`>`›v/WW/■W`./WrWvN/ * - - • - , ,, • - .i.\ .\,$% _- ii—.................1 ill NOE.227.60' VP7/‘‘v\'‘/N%''"•1ViViN>N>N>Vr r.:"W4IriCr#V.M V1-N-N'‘)P4'N>NVN)1 ,'N'1WV>Aelli'1.1-1'4,'I•',- - Ile I,iV" , . iv,,iv,,,',',iv,„so.,4„........„,..44„,,,,,i,\.,.. ..4r\ ••r,.,,,c. ,I, 4,,,, ...... A,■,,,,,,..,,, i,,,,, ,,, 41, # .4.4■\'.//\\ . A' "•?.. N /' N*N 4\ \\'\\'\-`.44 4.4\'4\'4 %. \ \,/ / \ / \ es, / 0., ..4. ..es. ../. , .4.7.#,..e,\ \/,\ ev\, .e\,, , e\e4, •*-e.` NV • "*iNe\ . •i'' -. .• •' %• .•%es#A,-\7,-. # . . Arilk .- • •Ve,e-e,\ev • • ,0 •..N\ ,I\ # I/O./0 .I# . ./A.,/////4"/I ./ 4,.•• .P.1 .1/# \I ./Nf 1/1 \I/ \I /I /,s, \ I \. . . . #II /I' \-v 4.v - *■-■.- A \L 4- .■ 444 - 4 . 4.■,* A N /VW/ ';•/#4/'0A•VVN\V iI..0".•/ • /—/ # MAIN SECTION 44. ./`. WN\e\Ne•4•\-•*\4 Nv ••••• \N• *\- ,`\NANA'A•Ae•Ne*•” e.\•*.se`.V.Aev *\`#, .• W\A • ••••• \Ne .iN , e . .#* /.p#, .. . A, \\N v4,4. \i\ \ew.„..f.Akev.4At 4 .4• :*,AY s/Ww ■"*./•I -*'-/* /41 .N./' *N*4(/• *N*,4*<.INININVkV.41,‘ ././4.</N<.\. 4.,.., 4%.\ev. \44e,,,,.441 mg ' \* '\/ \ \ \ 4 . ‘' 't/ • ' ' • ' • ' ' "#'4' iV. 4/\''''''/N- ''l. ' •.4*- t */ "' 1 r‘s-W94 N.V V WN.4:"'v.V Ve.y■>■ N>V/V N.'■,,,V.\ ■Z V' '''.1* '# .' ''v v v-' I '00.°:**7 V ry '\ flaw . .*'\' N\N'"4'\'‘• 4 '\' \/\/\/ ' ' '//AI./. /, .// # . ,.4./* 1.7..*'• ■• \14/,V4,#4//4// 40' //*V4‘41\A/\/./\./42\\•\/\\A/4/44: '4/\44/4/\\^A,\ /.\\ *\ .4/\ ,‘,4/*!?$/$4/N#4:/..*.\\/- ..,,v.N/\///sNAI*. * ''"4"VVN>VI ./. ., ''/././.4'.//// 1 / IL# . •#//####??' -.M. st .// Af\e.\e.\eA ..■/-4.4 4.\ 4. \..,N.44.4.4.44,44.\.., 4.,-\.*k,, \ \ , N N N. . / . 4//, ./ . .,/,4, ,4,./ i /..,./ //./ _/ / . . . . „A..„ 0444/\1**W 141V..,frj\/.1. 'N , ."N/,i■jN' '/''-er''‘ gr''NN \\.\. \*"V 5t6 v\\444\4 \/\.\'/\.\AA.Afr \\/ /\"'1\ -/\/\/\/\/\\/\/\ /\~*'// I'**/• /* 'I* /******/*I/ /** ' NIINI N'4*.N/ ,11"‘4. 4,<N4.44 IN.s.i<4\,,i*AiN",N\. N.N,i\ ,‘ ",\.0..vIll, ,,„i,s _.., v#..44 4,, 44.4 #./ . . ./"#.#./...(,, // w „,,,,,,4 ;4 ,,,,, , . ,,,,;,,,,,,,,,,444 ,4**„,.,,44.„ , . .„4 N. N s.*.N,,N,\.N .,*,i\ „.k., „ \\. // */#./"## ##<-'' ' "e.'' ' /' Ae ''.4%*44. -•- 4■4 NNN NN ' 4N 4AN 44N,>\.*N \iN/\A# * WiN , N,4,,N\ ,N '\e\'` 4``'W V* A`'*44 " N\•N/*N*/*/'/*/'/ '/*/N/*4*VP'/.*' *`/N. /4'.**oN'`-#' fre'`.`1".$ \ ''/"*-1.` ..N. . e`-',-'Ne\AN4/NeN/* .,\A .,0,.// 4",P /I I 1,I //\/ / \/\/, 4,\ZfrAle\,efeN,644,-"A.01,0.A.,1,,N.4%,'\,,r, A\13,4.44,./ 0/(\l,>/".444.• \le44.,e• '41,, ,,4\Zo•./ ›../IN4N/V:• ./\/"\/›.; li 1,>1■0 d■-•\,,,A\/4\/...,,,N%.>....•.'/e/N..■ / .I.,0** .#,t### ,O'' , **/ ' # 4#) '/#?e./i e-e #. .. \/ i„ ,,\e N. O'N*W N we,,,,ewe\e\ew.:, #.>.s/.//',..e: st r/,.N.,.8e\eNe\,e\y‘\e,,‘e e\e\e\,s ., ',N ',fr'4"44 ,fr4oN,/*N`N' ,e\* eN /`‘z eN//N/ •t '1*•. '/t/* /*/* 'I'I I/ ' * ,1\4/'/II II,/IN4N N. Ii ,N IN N. ., , , v,, , ***///' /*It 'IN/'INW' * 'I <, • •,'.\„, ..', „' •. .' .'.. .'. '.. . .,N.' N„N.N,N.io, ,iv ■,'■,r'■iv:s,iv iv iv,, ,,,.<,,,iv,"iv.Sv.iv i,v,,..1v.N,iv-.1,4", ■,iv., ,N.,,,,,,,,5,„S,,,,,,,„■,„N.,,,,ii,,,,,, "4,„..1,,,I,,,■,,, , N„■,.\\,N, \ , , .., , , , x , ,\,,, \\\\\.,\\\\\,\\\,\,\\\\- \ , . • , >,, . „ ' \' 1\V\\\,.''\ .*'\\‘\*' \\*`■\\,\ V\A•444**4-.*- - A•-*• **\-4 \,\ \o-7"4,4,4VAWA,V>.\,0,0\'N 'W,1/\//, 7," ,,,/"C/,#,•'•/"•,0 ..../ki.?■'N\,,,*\.;\,37,,,#:,'*".,;.ZA,\,,,,,:4.0,1'\/ >*1.,e,eNS*,/,,N24.;/*■*.14,..\./.14.,-..7'*A\, • • • • . . •(#://#'/\#*\'/44.-/./..1/4"./####1'.1/# #'/./#..•,// •I/#e**#/w/*#/.*,/ • ,/, -# /,#, ,4 e e,.- .e/I/.e•e 4 •/4e e, .,/ . • , h., Ileakb. WALL SECTION A-000 r r 413.1 4 DETAIL AND SHEET NUMBER D A-000 .111 DETAIL AND SHEET NUMBER eilk A-000 r).."1".1 SECTION D-D 1"=10. D1 SECTION G-G i".10. Notes .1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE AND ANY APPLICABLE STATE,COUNTY,OR LOCAL REGULATIONS. 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF ANY ERRORS OR OMISSIONS PRIOR TO START OF E D B 0 0 0 CONSTRUCTION. 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE. 4.)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.DO NOT SCALE DRAWINGS. _ (1.0° 1 3 2 CIC) F A-602 LTA AA 0 A-602 A-602 RDG 34'-0" _ / -■4-- ...... , RDG 34'0" , - --- ----- -----r-- ----- .----,----c -.7..."4.„;,-,,,..,,,y;,,,, ,,,:,..„,,. .:.....,..i.„:,...,,,, „ , , , ,. , i- ,..„,,„,z,,,,zr.,::;,-.1,t. ..,.. ..ivii4,...,..4..,:-:.....;."ri• -- i 1 II 1 1 / \ •••"!.....V. V.-.,--,,- ---,,4',./.'.,..•,••.,-,*,', ,:"1 --- -- — riii 41 NGE..261.60 C 0 .0 X 76 ,ii , . ,.. , 13 a',I.■•.,,,,,r,1-.:,+ , .F.§ e m 63 1- 1 F 1 Its.-1 '\'' 1 ,,,I 1 1 I II• 1 t \ ,,,,,,,t.•A .1;;„..,..,2:, ...:.•,........- 7*, I > m 0 tn iii c E a> e, , 1 . 1 , , .V I k .... .., / •Ii yr Ilk ,,Il V F`-- i`') Ce CO .00 fr 'Ir T" 1 ' I ;kr' COPYRIGHT-2003 DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE 1 , I NOTE:JIVANJEE ARCHITECT,AIA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND 3RD,FL Alt . 3RD.FL. PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED WITHOUT THE EXPRESSED wRirrEN PERMISSION OF THE DESIGNER. IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER 4 N.E. ,...— or) A-202 FFE 2V-0" 1 l 1 •• 1 1:1 IP; A-601 i 1 ■,. I I ....-- ;:t 2ND.FL. ,. .", . 'tor (1P . cc, ,.... „„ A-602 jakk, ,ik, FFE 2V-0" - r II -,- 1 N. NGE.246.60' Client — —....- I ' Ahl 1 ., II 11, \ •P" 1 N.W. 2LEV> alli I li II zia I ..wA:2wiLEv> .,...b < < 1 1 1 .. . S.E. ELEV. 2ND.FL. 1 I Immo IMP \ - rage ii i c,..... G FFE 111-0" , ,,..... • .., ,..._,______. ..,,,,,_,, __ 1 ;.• „.. ,L,, s FFE 11s-0" - 77171., 1.7.717-i ,-.T 71 Mi. 7- .-1,__ I 1 ---- _-.1 _i_.1 i.„I ..1._ i 1 _L.a.,.1...1 A.._I.A...._1 \ imommen,ii r NOE.238.60' :{A 1„,....L Illy ilit.T.L...1„II Li_I ILEA fLi I 11 I I me IIIIIIIIillSIIIIINIIIIIIIIIIIISIIIIMIMIIIIIIIIISIIIIIIIIIIaIII.aim IN an IIIIIIOIOIIIIIIIOIIIIMIIIIIIIIIIIOMIIIIIIIIOIIOIIIIIIIIMOIIIHIIIOOI IMMO III MIIIIIIIIIIIIIIIIIIIMOIONIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIBIIIII III_ r if■ 4 lh, I I__L...I.-.1- ..L7-1...-L.1_,I.A....ILL,-..i. i„..L. a ,, ,, I -.......- IIIOIIMIIIIIIIOHIIIIIOMIIIIIMOIIIIIMIIIIOIIIIIOIIIIOIIIOI NOME Project I L_..1__E21„,..17_1,.1 .1, _i_ J. .1._1 A.. A I ' I imailassaummommuimmommsammom -1 LA_ i J. ,L I.1- ._I 1._La,_I_ 11 • , IIIIIIIIIIIIIIOIOIIIOIIIIIIIIIIIOOIOIIIIOIIIOIOIOIOIIIOIIIIIISIIIIIMIOIII I 1 TA, t. F.3 I. I. "L I_ i 1 1 11 I I . 1111 1•1111111111•11011111111.11111111111111111111111111111MMIII.1111111 IIIIIIIIIII NI '- ' `" .' .... - .L I:ra a::1 I . 7,- i.i.....i.. I *I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIe'1. NIIMIll MI v... .. _.1 .1. .1 ..._. ._ 11 ri I -,/v.Y.'.r".4sriV/WYVVY.,',-/,-/-,, .. ,immsualmol maillimmismaimmill1111.0111.00.111■1111.1:117agulassiman: 1ST.FL. _L :1__r_.1" -1 . . • --vvr v'v N'N#4(4•N* N 4N 4N AN /**N. i\•\4/N/44,8,/,,,. /</</4.'/</q".VVV'7VV*\/4,4*\Nd.N4•*N/S/ 4/ .*N/4*'N 4.//N•''.//A' 'N' 'N 4 41-V4‘.. "•\• • • • • V\\ V ' .1 V V V VV./V.I. V. V-//V #.44./. . V V V •./ V',if..? I . , I HIGHWAY 99 &217 FFE 01-0" ak 1 't r• Il II se<!‘e\s",fr N 'NA/N\V 1:,*■\\A V•e•e;*, *N4' • ' '‘• '. ,. , /..14."4.1.■■„,. \ • '•. '0'..k•/4*(‘-.'4< ."t ' /* .''''/N,1" , —I' 4/ # ''A'44 / '\,-c.e• -\e\- Nl \4- OIN111111111•111111•111111. 1111111111111111111111111111111111111 S.W. WARNER AVENUE . • *• N• -• • *-•N"\.\ * *\"\I , •I ', , $/t"I\ I I•I '',e •I'i, NGE.227.60' ND W''.------------"-----WifilDr7=-77-7:"==="7 "lan'v, ,/'/.// • • #■( /\ /N/I ,A /\ /\ /v *I I • ' "N . -N • • • N- - '\/4. 4/N 444•4'. ,.•.• - • • • • • , , • •. ....mummomm.._ „ '\4 W .#. '* . .',..•- .. I 41 NGE..227.60' ••• \•\4 A•%4* • , •\ \/A0, \,0 e'•/•/' '/'/' ' '#•// _,,,,,,,,- y 700,— '•;,"" 1,- ''''.21(`4',,W'''."\v„,,W,0).S.Y'S`■,/,,,,W,„6.V''',' ''`Ar/V1+4,".:$.1;7'Vtv),A„;:‘ 110,".011.7;97.1.-Iv,", ,1■. ,, ./4,4„. ,,, /# /// , . , .„/// _ ,. \ , , , s, ,..„ 4, ,...„. ...„.,..., Z-*-..1''''.N-," ' 4., ‘,4;,,,,,.- '4,,,,, ‘', 4,' & ..,&',,,k.,,,* . ,''',4.„„ &,'4,s....S.4 ...S,..SA.A.4,,A,‘ ,t.k„,.4;.s.cs,..,. .4. Ar. . .s.s ,,,t, ,■.,,,,,, ..1,.>41.....A.A.,,,,,....,/..S. ■ • As•,,,,1...,,,,S, .i.,,,SIS A.....•......, .,,,,,,,, A. 1..4.,., . , ,,. , , . , ''V VVVWVV\VW N'S N.■ ; ',.',V1,. .:-'.....". , ...,, V ''' N, A, f I k TIGARD, OREGON , • , A4.Si/\'6 I....-4 .''.\•y ' ' - '-' --. /''-s -.\'' --\-'''''\l" A-''s '- '*\1\>***1 1*11* '. #'#*#1//#1(/'#-I• . # ## I',/• • # 4'//I/',/ o' 4'I\Is#.(r.Vs/N #</q.•. ,<W.N<NNA,444/UNINI./4",*" 4. 4N1.\r,,•4\14‘444. 4,\.N,444,**W\,., WVV\ ''4 ' -#' 4'4'1-V4"/A. . - - . - - . . .., '..'w..1V4•V-S■7<fOrree‘r Y.A.'"?' . -/1.-V.;440 '4e\ \'''.V.4.A•ekA.e. •v • • • •V V VV.V V.V.V V 4444''. ..''' '4 4<r4P"l'# \../ .410'e'II"t'\4'\e\ e4/\''AVI,P1"1A..4,1 4-4441;\444'444r4.4444444444:4444.4454-44A:.011W14`10>'164 1,..>A10...1,,..1.4'..4 441/\1,41..4'./.\14,41.41/4V4P4V-N'.0 .V .?0 4 *\4>' (>1; 4% V \*\N,V4%.\I\.*S.WN:e\#~V\4.\'\ 4.,44,AVA,,■ 4,..4..,:‘,,,I4.'4,-V•4..S.4i'''''''>4.41V,,t 4.4',,I.t>,,,,,„,,..*A>4.41).41\•.„,.4,?>, ../.,,,e4okkikiki>.41/4\4241/441k,V,1,44 44'4 44,&44.44.014‘44s..1.4,...,,%sess..4,......ekes„..14.4k,,,,,,,,•,...,,..,4,4„,,,,,..,4 4 4.4.,:,,,„4,41,4y4 44,4 4 4.4 4 4,,,,,,,,4 4 4..4,44.4,4.44,44 4,..,...,„4 4..4.4 4.4 4.4 4„N....4444 4 4,,,,,,,,s,444,,,,,,,„,,,„,, „,,.,...,„,.,„„. ,. _ _,,,,,,,s. - -\V N''''.W\N.s.WV-'04'0.II \'''\":vwwwWWW%+'''b;`,' -1•1 ' /\/•1 ,•••1•• NiN1.1// PA/,./ N•■,/, /„e-- ,,/,.*:\i/W• /./, ., -,4.•,/j,/,•/ IAA/%4‘44 44\A'' 'S/is/VW\44' '''''V`'"`e\'"4"••"'"'"." `4"' `' `i"P.v` "N`'`,/''`\"V.,\,VWV. `i -'' ..*,* f.4,' - ## , ., ,, - -/*.-* * ..*•, *, #v.,,, '''"A,4"V""‘4'`"--• .•/`'*.`/./,`"/\`A/\>'"i `1 - ,,-,--/- w?"'#v**'•:"0.V.V`P, ••■•/,4,, ,/#4 , \■</ ,f,,<fr,4,,,*, \/\/ ‹ ./.w. A A ,vvkAe, 44,A"\4444,.4444 4 ,.\,*, ,,A,) 1 1 if:,v.-/),•-.0.›....),-'. ‘ •xv/•:.‘.-/■;,■:/v/v/■xv/\/\ •/\i■/\/W•..›..e>. e.,'W.`'. ..,,,.(...*, -, /,/vv*-sz-.■,vw-.4,w/t;r;.7/,`;;■r*.z..3wi\e4,A,w/, 4'x-c■?<///,'Vr4'i,r''VW•4,Ve<eW\e.4■■.%%■••:V■ S'." ;n4W 4-;.(,,,r1svc4.0msysmoges. .:-/- ,-;-4-y,:,-.."--,-,-,,o,v,o-,o,,,r4;--fr...f,.tt 4 4•,...., 4,,,4,4,,„,,,,,,, „,„,„..,..„/„,// „„....„..„,,,,,,,,„,4.,-$4,44 4„,..„4.44,4-,„4.4,,,...k„...4,,„,,,....,,,,,,„„,,,,„;,,,„ -„,..„ ,.„,„. „ .„, .„,,,, ,,„„ . .,„, .„,„ 4.„4„..„„/..4„/„4„..,„.„,.4, ..„.„. . ..„0„4. . . . .. . .../..„„,..„4„ .,„, . ...„,.„ .,„,„,..„,.„ .., ,./.,,,,:.,,./„.,,,,,.■,,,,_,_.,„_,,t), .....,4,4s/),,,,,,,-,..›.4\-k/4.Vs,,,,k.O.„4>.,,,,,.-4,,,,,4›.,\ -,4,-.0,,,,,,,,tek4,.,,i,.‘4,4,,,,e.,,k_4c#,,,-.P.,1,,,,,-.4*.4*,,,,,*4,4,4*..„.e,4*4.4„e4/.4e,AN(44e,4e4e„..,,,,,„.(4e,,,e,4.4,,,e4/44e4e4e4,,,,,4.1 im 4,4.„4., "oit,..,„4,4 4,4,4,4,4,4,„4 4 44.,N._,A,,,,AA N„ ,A,_. .,,_ Drawing Title v<''' '*' `"`Ae\eVe/\44,4\44V\4\ \ *\•A'Al4/N\)\.,,,\AAA,,,,*. A' fr.frA,M.A4`P ,/..• ./. \\./.0."*>.?> /:\V./. .4'.*,/.‘*. 4\#' ,e,'‘,\- \' 4* /„1/4/ ,e.4,\4/4.#4\A,#.444,\\4.**W,A,\.\\4., .z,•,,,.&,.44,tric,Atztztat,,,, .4,,Ne.%,,N,,,, ..„N..&.&:,,N.A,&&.,,,A A </#'W•#'•#"'/'//#'\1\4'\ /#i/ILT/1,/7/''#- /''#''" /*#YW\/# #' 0'/'0'##W##4'#.4.4A4W•S# /se/4'. /./.?#\( \4'V'' .W''\.e.\ / ‘,.•..S'#.4#<frA44N,w,,.4#,.,4#,‘,*//4/,#$#$#\#$# el.\S#474#4# 47.'fi.9#4r,< / • •4...,' ,,,, 4/./..,„ N.+,/,,/ ,,, \ 44,N.N.,- N.-1.„.N.,.., N.,",-,„A,.N., .4,..... N.A.,-4..4.,.4 .. . . „... , , .. . .. i ,„ ../...„..„ „4,„ ."...,\440..,"'''.'..4,444 ./4/..., ,,,..,..,•44,Alle.4/4/4./. "411.416,44■A 44,..IA,'44 .4,...14,4,./.6e.,..4.,, ' 4,„,,,4., ,...,,4,,,N.,N„ ,,,,,,i, N„,,,,,..,,,,,,,,,,„A,. ,,,,,. ,,,... 4.,, , .4.,„„„3„..4..,„4,s.„4,1,„.Is.„AA.,..,,.,„,„4...A A„A„4.. .,„.„,„, ,,„4...„„„ .. ,, . . .. ... . . . .. .. ... Nh4A./44*444\444%44'N N 'N '44:I —4.'' '\ ‘4.\.. I A NI\I■INNI■N/I V.N> /N>.N NN/F 7e#N‘e# /‘ #N/N##N,N # ///N"IN / / A / /,#//########NI4/4 4#'.##N'# #$#,s/I\4#' II,'I, I4/. \..x...,;"*.smr....,..-.., +37,..,,,,,,,k,,wr...VorwAvAvliN,,A...A.AL...1.0N......I.X.. ..................NX IN IN X.1.IN:.X.N XN...S.S.',0■41%,,,ANA,.4.2,4\ANA)..S...,,....A XN,.........,....X.X.X.I.V.IX. .X.X.7.7.0,4...,,, NAN,I...., ...IN. \NN' NNN44NNN ■\N ■\,■N .N:•.\ , . . \4 i '4N4N 4\N' 44'N' 44 444444A**-444.' . ' \\ N, . N4 * • *, SECTIONS H Project Number A-302 Saving Code Revision Suffix 0 1 2 314 1 516 17 8 H1 SECTION E-E 1"=1 0' II-7151 SECTION H-H 1"=10. Scale 1"= 10' Date MAR.2005 Drawn Design S.Jivanjee ,., . . 1 2 3 1 4 5 I 6 I 7 8 M Jivanj ee Architect, P.C. PROFESSIONAL CORPORATION AIA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee®europa.com A � . (B)--- ® 0 0 0 0 N oD A. cs c, . W Z I I I .� SPLI 'NJ - Z 9* e O • ,,- i.,OR 4' , CO I i I I i I I � ,', i 'r tC .5 X w B AI Key Plan I I I I I I I A-sot E D RDG 34'-0" ��■����o� ■� RDG 341-0"-_ .,,,. ,.�,. EAVE 31'-9" - �. . ------ - EAVE 31-9 1 L_. ow I 1 1 i i Q o GI 3RD.FL --- - FFE 21'-0" - 3RD.FL. FFE 21'-0" \ MINE - H N.E. EaLEV. M a o M <S.WELEV. Legend C 2ND.FL, 2ND.FL. -- -- ' FFE 11'-0" ( ELEVATION DIRECTION 0 I - FFE 11`-0" ■ i DIM DATUM POINT II FFE FINISHED FLOOR ELEVATION g TOS TOP OF STRUCTURE i,WY?, V ZIr'%I,ore„♦. r • t-.. - •r \ QQ�<<QO`., TOF TOP OF FINISH ,P•00\\ �> \�\� \�f\,����j,> /N. \�Qr\\ `a?`�Q`�1.; --`-- k- 1--- AAUND ELEVATION 1ST.FL. NSN',V). / \\A\\ O/Or ��\� � `�O\\ ; \A.N FFEVp-0 ,S Q O••�'��\r�✓\ \ /r � / � \ \ `� f '�.. ;. _ I I, ----- FFE SOIL TOP PLANTING SOIL 4269 I >r`�o I `�'� I NaE 227 . r c c c ! r � I Ir c .. � ♦\\•♦ \\ ♦ ♦ • \, C\+. \ -�•�����•\� •����.�• �•��•�\•\\\\\\•v\ \\ \\-\P\\•\\\�\ . 'rte \\ -W\\\� - -�v\� \•*S- ,.00\ \ \\ n\ \•\\ \\\\\00\\\\\\ ,• > O \\ O\O\ � \� ♦ N>�+ ♦ � >til > \ >` \ \ :. .. ,\\\\>>\\\O\\\\�\\�\\ .\t1>\\ ^�>\\4\ O�\\>\\ ♦`\HMO\1� . .r .� ♦\ �>'� > �\r,\ . ,'�,\ >5`�j��.\�✓i✓�� \ ✓J> ✓,>.!> I✓-!• ! • i < � O! AP ' ✓ i. r� S �i �N4 V �lr r dQ r rr�rrrrll r p✓ 1!r p r > r pry✓ ✓ ! G�✓r r rG ! ✓r�rP• ✓ >�� 100' \\\lQ?�\#\\QQ\•\\ \\ y�,`l\ /N#N . \\ \\•\\\\\\\\�O''\>\\\w N •/*N,N•* �e \ � \`Q N/ 41\\ \• �ti�/N Q\/.4/ - ��\� \ 4/ \\ \`OQQ\ 1 ,\ + p / r ./. ti\,;' *.Mr.. .� > �� Pf fi✓i G• ��fi�VO � ✓/�/�� z�r✓ry^��`.�/✓/�'� >• rr� ! � !� ✓ ?✓ � �i �r� l ri � f�i r�rr�✓i•� ri✓�� �f�� >N� 7,,#\‘:". f.li.�1���✓� ! r -;✓. ����o:�r� — \ \\ r\ \* ? \\ \\\ \000000\\\\ \ \\o\\o\\\QWo\\\ Q\ \ �\\ \\ \'�\\\\ \QQ\\\QN Q\\Q\ *J \ O\ :\'N \ \\\\ \ Q \ •\ \ Q\\>\Q\\O`\OQO\goo O 4/I /N Q> \ " 4'*'"a, MAIN SECTION ,,. . \ >�'�� •> \ . .�\s>> .>. . .r�� .,. . ✓\pp���\\ r `✓A:�lf\.r.r . �/�. > \✓ rf\i,� > !✓� . r rte✓ r rr�lr�i r/�`ir/ !. _ _ __ O ��O r G r Wr?>,\#? �/ >! ld 1 L^!ri�� � 1r✓r~i 0 �J✓r f�����/� rC�� r r r r •D r✓r %��7`�r r O��? r !r � r %!�� O P r✓r>r >r f r ?� r / !4 rr O� � � � , --._._....,._.._.,,,. A-0o0" \ \ \\ \`-?-\\ \ /�. \ \\\ \ \\ \ \\\\\\ \\?\\. \ \\\\\\\\\\\\\ \ \\ \. \\\ \ *.\� \\ \\\ \\\\ \ \\ \\ \ \ QQQQQ\Q\\\\\\f\ \f\\\\ \ \ \\.Q\ \\\ \\ ',.., V\w\,.,... , . r r� r - ! rr// / G�� r Ar z r r � r � r r r r r O/ �O rr >f � / O rr r r•?✓ ��� �! O r/r! � APO r ,, , ,-. . . . . . . �r� ��p• rr G�� �� l ./. %�����. ! / ✓• r✓>✓ �� / / /ter � \ >rr r /r>i• rM/rr r /r!` /%�i ! •>r � �� rr ✓r� ! \ \ \ >\�\ •\> \O \O \ > O >\ >\> \ \ \Q>> \ \\ O\ �O > d 4 \r0 > 0 \ >\> >\ j ',�,> > r��>> r� >` r7 AA> > \i rG r` p r > �>� //>/ pr� rfp !/d / / r r / r M > f > >r r 0.///\ r r r rl\ o o d�/o/ ! r / \G / G??/, • / l •,. Q' \ \.Q *• \ g--.v O Qom\\ \\\O \ \\ \\\ \\\ \♦ \\ \ \\ �\� \ \ \ O\ \ \ O \ti �\, \9Y \O\\ \ !� /> ti ` r. .> . > � > > ��� / / r\f� r >y � O O r>i �• \✓r•>r � ✓r ��?•G� 0�r r0, / > r � r / � r r� O r �'�y rr r r r r ! / >r > � ?r z• B5 ��� / � r > a� \a oar � / � a o � >r \ \�\ \����',��\� ,� \ Off\ ! •O \\ \ \ \\ �� \?Oso 0 4,.\\ \ \\ \•\ S\ \ \ \\ \> \ • > > > � � r r• rW✓ �> .r��\`> r��> / > r > WALL SECTION !��`f�• / //S / \`�>•> r�� r r r\✓ r r / T ,x,,,,4', �� r ! r O r rr r r r r r r r �� r r>irrrr rrl >r. r frr •? ?O.•r r ?/ / r // O•r rrr r r / r >r r/! r rr O >r4 G ����� ! r � P >r l \ \\� \� \\\ � y\ r r ? N./Y. \ \ ? �/ f.� s SS\ ti\ `\ Q• '� V\ \ Od �\ \�\\ �\\', .. 4 N � > > >\�\ •\\\\\fi\. '4. /�-- A-oUo \�.r�> . \� > \���\\4Q \� �,�c�� \\4> \ \> . 4. >0> > > .> ,/� \>>\\\>� 4\ 4 \� � Q\ � 4 r�i • , , / - , r4�! !�>, >�/ r �` r r/.� � // ,/ r >• ✓ >�>>lf r� rrr'\lrr�r��✓�i />1\>\✓r //// // \/„/ ,/ , `y��`i�>, 5���r' r�>�✓���>/,�r r,,>�r.r�•�i'�� lvi,��7�r ,r,r'\>r\�, ,r Q,�� ���,�; .?�, .✓ ,� r ,�r� F`T✓, `�;�,��i r •fir r� ✓ >,1 r�r i,,� �r• ,r >,r J,, r '��✓�7\��'".S , ✓, �c � •. . ., . . .� ,.��c . . . LAM A DETAIL AND SHEET NUMBER D A-000 MI DETAIL AND SHEET NUMBER AtA A-000 D1 SECTION D-D Notes • 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE AND ANY APPLICABLE STATE,COUNTY,OR LOCAL REGULATIONS. 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF ANY ERRORS OR OMISSIONS PRIOR TO START OF - E CONSTRUCTION. 3.)ALL DIMENSIONS ARE TO BE VERIFIED ON SITE. 4.)WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.DO NOT SCALE DRAWINGS. 1 3 OC N.. 2 ,o F 1 c$(... O .> = © Co E Q 2 (I) in tr COPYRIGHT- 2003 NOTE:JIVANJEE ARCHITECT,AIX SHALL HOLD ALL TO THE PLAN OR IDEAS AND DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED IN THE TITLE BLOCK.THESE PLANS ARE NOT TO SE COPIED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. Client M I ra•A Cl ,,.. G Storqe Project HIGHWAY 99 &217 S.W. WARNER AVENUE TIGARD, OREGON Drawing Title SECTION F-F H Project Number A-303 Saving Code Revision Suffix 01 234156718 Scale Date Drawn Design 1"= 10' MAR. 2005 S.Jivanjee 1 2 3 4 5 6 7 8 Jivanjee Architect,P.C. .........I 4J PROFESSIONAL CORPORATION ATA / 6' / 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 It ,� Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com A 'J 1 0[ W z f t i 0 Z' CLEAR _ 4- y Di M FLOOR z 12" 12" 12" 12" 12" 12" w �. SPACE _ .. 1 00 I , z LAV. ) f N t' ,.f' a� w 4 # i 4 _cco W 1 t x / 66" MIN. / ) (0 i B � Key Plan i 3 __._--------lr \ / IN - ADAAG FIGURE 28 / \ I B CLEAR SPACE AT WATER CLOSET (CODE REQ.)/2.. . 1.-o- / AQA TOILET t /A\\\'. .. O M 5--'' IRROR ELEV 1 i �/� 3 \ :,---.1 LEVER VALVE I 1111' co .. Legend C - /19" AX./ ; _ I > ELEVATION DIRECTION 8" M I N . i r- DTM DATUM POINT \ FFE FINISHED FLOOR ELEVATION TOS TOP OF STRUCTURE TSS TOP OF STRUCT.SLAB --� �1���� ? t TOP TOP OF PARAPET TOE TOP OF FINISH ? i cV NGE NATURAL GROUND ELEVATION Z 1111;011111111 `it' SOIL TOP OF PLANTING SOIL N " _ % `1 ���� \ .. I. . (---- i A-0o_ G \ SECTION _i \ &T \ \ � 7 ; (V 6" \ TT1TT1T � r- ` -) DETL AND SHEET D PROTECTED PIPING a r \I _ t [I)I ADAAG FIGURE 31 : I LAVATORY CLEARANCES (CODE REQ.) 1/2" = 1'-0" _ _ ........... Notes f. E � t I WM \ .L E Z 0 2 D3 RESTROOM LAYOUT 1" = 1'-0" B7 -1, .6" ), v ., .-- / Z q '... I CLEAR FLOOR SPACE C�N''‘" 03 ,,'?4°° . . 3 S- ., , 12" S 12" 12" 12" 12" 3 12" 12" 12" 12" I 6" 12" 12" ? 12" 12" 12" 12" / 2 „-- 30" 1.5" c\RAI L r 3o MIN. 1 (SS OR CHROME) O N ? —} T.P. ZN ' _ a? �, N I 42" 1`�" 4" 36"F ` - _ c1 . ) - ; ADAAG FIGURE 32 CLEAR SPACE 4 _ N cL —c : G3 /�I F AT LAVATORIES (COD REQ.) 112" = 1'-0" !! 18!! i ) i 36 MAX. �• 1$" COPYRIGHT-2003 j ; S / — 1 2 ) / NOTE:JIVANJEE ARCHITECT,AM.SHALL HOLD ALL TO THE PLAN OR IDEAS AND { DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE (y f ! N } PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY,AS DESCRIBED IN THE TITLE BLOCK.THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER r ? ; WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. .!! ) t t � I i Client i S I i RAIL �• s ► � '• T- 1.5" 0 I i f ; - SS R CHROME) co ? r _ f .( - 1 l'''. r G T.P. MN , fa E l 7 } Stor ;.its 7----= i 12" 42" , 36 ,6 .� Y,. ._... \ u . _ .... _..._ ._. ._... .. ...___. Project I U U 5. . 36" MAX. / / 18 / N 7‘.. HIGHWAY 99 &217 Eo Z -v �� L_c` )_ S.W. WARNER AVENUE J r i t o co -- i - TIGARD, OREGON ID e e_____ _, C= x i c � i M r �) I Drawing Title ii .6 ,... i i BATHROOM DETAILS . H -"-N- '4:t. - —1 A '4 Li \ ` f t r',' 3 j ° I I j #'r' ID M I s { \ \ \ \ \ . . Project Number SIDE VIEW FRONT VIEW A-401 Saving Code Revision Suffix . -- 011 2 34151617 8 CLOSET (CODE REQ. „ _ , „ `t — scale NE Drawn H1 WATER CL REQ.) _ _ H3 WATER CLOSET _ _ H6 WATER CLOSET 1/2” 1 0 1 1 0 1" 1 -0 1/2 1 JUNE-2007 S.Jivanjee 1 A 2 3 4 5 6 7 8 4 A-502 di Jivanjee D1 Architect,P.C.A / P��R�AFESSIONAL CORPORATION i ���������`����������������N..\,... �������`, � 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee®europa.com URB 22T FFE 00'-0" A \ I 227.6' - o - - - - - - - —_ - --- /i . CNI ASPH 226.5' 1 i I I i f i i I 1 H ( 410hhhhhhhh'Ø � FFE o'-o" � 1 I j �` 27604 H I °- - - -- -� I- - - - I I 1 I I I , -� \ t A-502 1 DN :I� 1.tl�■u FEE 4'-O' 226.25' O% 'd 2 _ _ _ _ I _ _ 1 1 1 I i l-) /.�//// �//.// / Ar. Ar re ArzA •r ����� Zedi/�/.;/J►��� %� V" 4ivWL��Ai"Ara,"�.�.�.��./.���/���, a p 1 `rr' "' 1 1 1 1 1 1 1 NFE 223.6{ _ /......J//��..// ��.#///Aor A I-, • • 140"��////,�.•I/ .��. ///:%/.//.�fPftLERS T , 4_ _ _ _ _ !�� ► �e L �� �����N^r� / '� M X1.1 �1 I- M FFE 00-0 I I. I. I. i I, �\ `i ! l I�1 I i,1101 I 1 I 1 I I i I , ; , y� �, ct � _ _ _ _. __ .. II I •�► UP env e© ( , � cL 1 / ill NFE 227.6' FFE 225.25' _ � i i ( 1 i ( i 1 I i X t WO .�.... 1� _ '■1 _. _ 1- 1 1 1 1 1 1 1 1-1_ _ — _ �� i�i�► h ( i 1 45O2 I �'! " I I I I ' I 11 1 ! 1 I , B - - - - -I N UP 1 tido 1 I I I I liii , ...Ir.�n.�..r�R� %/ /�///// _ % Key Plan— - - -- - a II I i I 1 ��; ■ *74 1 ////////�% ��/////%/////J%////,/////////%/..�./..f/�:..�.....�� %A., — _ _ _ J _• MEI imIILILIr�.I�.•iI. ...... �, i I I CURB 224.73' A�•••.r"' .1110. STAIR 2 c I I`-4--� �, FFE(-)2- i �` STAIR 1 I I - 'a -q 225' 4 FFE 00'-0" _ ,.�,,.__ ,,1'-o', 4'-0" 23'-7" 54.a" ,, J \ 7 - ASPH 224.23 �/'� 1"-7" t 5'-0" , 11'-0" •r. 4/' --. "" ../.- ,_1H I H 5'-4" 4'-2'� / ,\\, STAIR 3 Legend C Cl STAIRCASE # 1 , FIRST FLOOR C3 STAIRCASE # 2, FIRST FLOOR C5 STAIRCASE # 3, FIRST FLOOR I > ELEVATION DIRECTION DTM DATUM POINT A-502 FFE FINISHED FLOOR ELEVATION TOS TOP OF STRUCTURE D1 TSS TOP OF STRUCT.SLAB TOP TOP OF PARAPET TOF TOP OF FINISH —= --� 1 H ' NGE NATURAL GROUND ELEVATION SOIL TOP OF PLANTING SOIL I I t■ N — — — — I B5 in FFE 5'-6" In \ A-0o SECTION• 1 H I ,kI 10'_10" - I j DETAIL AND SHEET I D — — - ° — — 6'-2" ���r . 71\\� 5'-2" FFE 11'-0" N ` — NUMBER ei, II •� o) !!!! I!! I I NFE 238.6' i :__: i WA III/ i" -502 _ 'towel �• oceeceeeve HHH11H 2 1 0 2 4 6 8 1 _ "'�'-� (i� � �1Ii FFE 11'-0" - r--- ._. .._._. .__. . FFE 5'-6" IH � 1 1 I I I I - UP b I ‘11.11111104_- to oII NFE 238.6' `' I ___ _ !T (i NFE 2 33.1' I 1 I 1 .1 �� �r Notes X�,� iIii 'uIi 1 H °�� r""',\�,'�"�` � �';r i 2,-0„ I 1 1 1 1 1��1�11 1.STAIR DOORS ARE TO BE LOCKED TO PRVENT - -111110-2-: .� - D UI,�Uai� ' M�I I I i I 1 I 1 _ ACCESS FROM STAIRS TO FLOOR LEVELS. IINWIIIIIII _ �: ��r .r- I 1 20 �D6-�_ I i' 2. PRE-FAB METAL STAIRS SHALL BE DESIGNED BY _ ` `�' UP •: I AN ENGINEER REGISTERED IN OREGON.SUBMIT 111111i kill' 5'-2" .0414, PIPPIPI�PIPIPIPPIPI� SHOP DRAWINGS AND DESIGN CLACS FOR APPR- .01 MY r t-1" OVAL PRIOR TO FABRICATING STAIRS. — — — 't �t I t� 3.THERE SHALL MOT BE ENCLOSED,USABLE SPACE o Zv "D I I UNDER STAIRWAYS IN EXIT ENCLOSURES AND-.J. Z A 4 2" 1'-4" 4'-2 y n -542 ua' `, IrR 11$ I� OPEN SPACE UNDER SUCH STAIRWAYS SHALL NOT E _ ����\�I���\11\ICI BE USED FOR AN PURPOSE. - 4'-2" 4. RAMP SURFACE TO BE SLIP RESISTANCE PER'ADA' N FFE 11'-0" � - - - � -`� � - - \ �,®� � GUIDLINS. IH 1 2'-2" r 5'-0" , 11'-0" , �j NJ ---1-____, 1 H çØ: 3 1 ,F1 STAIRCASE # 1 SECOND FLO• - F3 STAIRCASE # 2, SECOND FLOOR F5 STAIRCASE # 3, SECOND FLOOR 2 de-1502 STAIR MODIFICATIONS, 11-29-07 GRADE MODIFIATIONS F a �Liw 1 i 0 E IH ox . N N o m g ED. . -6 FFE I I N u� c Qy Ce in• 1 -� ' COPYRIGHT-2006 -I i NOTE:JIVANJEE ARCHITECT,AIA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND •• _ —1 I I I 10'_1 Q" DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE I — PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDID I ONLY.RM DESCRIBED IN THE TITLE BLOCK THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER I �'� - WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. i ■���� �'-1" 11111111111111111111111122111111111111 FFE 21'-0" - Client 11111110111 ; DN .I�WI�t\�\��\ NFE 248.6 Waugh -502 110,111Mil• Miq S """_ I .i,iIII\ � 1II I 4'-2" „. , H 1�10_411I IIL9$IiII FFE 21 -0 FFE 6'-0' _ FFE 16"-0” 1 NFE 248.6' �' .,.,_._.`._. . NFE ►43.6' 1 � 444,,,,, I = ill team" _._ 1 H NFE 243 ' • j � .- 1 H � ""'^N" ''"I '�1 '�M^1 "' e1e1�1o1�1�1s1�1�' Project ���'�II 11 ��\ "III reijetteeleGICO I _ ri\\mGii�Ii rir it 1 - 0111 �, ,II .�1_ Ill A17/i II!I!!Ii 52 I S.W. WARNER AVENUE -502 ) 1 it TIGARD, OREGON I . 502 r;. FFE 21'-0" I 4`-2" 1 i 4'-o" Drawing Title I mom 111111101\IIIm . H H 1 H STAIRCASE PLANS - - 1 --H , 5'-0" 11,-0" Project Number . A-501 � 1H, Saving Code -evision u'ix 0 1 2 3 4 5 6 7 8 H 1 STAIRCASE # 1 THIRD FLOOR H3 STAIRCASE # 2, THIRD FLOOR H5 STAIRCASE # 3, THIRD FLOOR Scale Date Drawn Design 114"=1' MAR. 2007 S.Jivanjee , e 1 2 . 3 4 5 6 1 7 8 . KEYNOTES: Jivanj e e 1. 1 HR. WALL TO STRUCTURE - SEE DETAILS Architect,P. .di PROFESSIONAL CORPORATION 2. POWER ASSIST ACTIVTOR MA 9055 S.W. Beaverton-Hillsdale_t----_--------- #L------------------_--_�-- ------- I i F i I l j I( t i i i i 11 I; i I 1 11 {' = i I ` i I '# #` =1 11 1 I 1 t f i IIø TeL 503-297-5160,Fax 503-297 46-j Portland, e@europa.com i If : I i t 1 I t t 1i I III '•1� f � 1 4i I1 "i j Ii ;€ ti H t 1p 'i i � •i i � I. � 1' I = ` i € `I s1 f! .1 1 11 f { 1 1€ 11 3 €# ( 1 A i1 ii # I, ii _ g it If; 1 I ii ` # 1 Ii iI 1 11 ,1 1 1 I 1 it i` 1 1 f l 1i N. 3 11 it it �{ f1 ift }f it i tt S II i € t 1 f ,f , o' fl,' 11 I ; 1 H 1: Ii !1 II ii 1 II 14 I 'i 11 i 1 J= 1 f - ` !I4 cV Il ,i 1 1 1) ii 1, ,i I i' .I s1 } 1 ., €# 1 f 1 f 1{ � 1 �'s it ? �' 1 {f It 11 �f ppt I, !' J •� '' i{ i ,1 li � . .4444491. -It ii �� =1 ii tt a ii ' { t} !t s; 11 i'' ;€ ft1 i[, Ell I /� I j1 €1 ffi 1j I• it a t ii 1i i i if1 111 ' i i `, II -/ ' # iI ` # € fr `�y t it 1= t ii -?oN ,k„„„\ o \ 1 " " 1 11 ii li t ;; € j M L,,c,...- me ., ,:....,. z o 1 tn :\.' it to O - --- �. 1 H .. ,f; ,, . CO UJ cc \� \'�\ i` !i i is # It i t 1, if II --- ' " i- bo 00 0411 '., ,F 0 - T--,---.--,.. . t ,.: ���„ �,�:,€ s .. f FFE 21 -0- ;-;` __ . ,4 .. �,� � J k,∎`,\1\1j E f s 1 F48.6 j - Ln N•`1 §, i }{ '�` _�, � `:� ; ifs I - €€ S i i i a 1 I_ }'t s 1. 1—�._—1: i�` \\ >AIM 4 '; # I \ ` % .•o 1 J 1 i j f 7 ; 1 i ! i �J \ \ y/ i i i /_ M M s s i „ . f 1 I 11 €I iii 7 1 i I: i, -1 __, \Ye [.t_I i-1 11 >� I ►o [- i -- --- FFE 21'-011 D "' o r :'a: B / , I r♦ Key Plan ii 1 ; 1 illil i - >� ftli1 ; 1 NFE 248.6 f/ . ' II / j 1 , , i # 1, ,-,i/,�i %��.� ►. I I, i t i �: 0 1 '7--,*'. -' ''' '''';'.; " ' allillin— -'!iiillil• / i i I ;ice ,- ,,• -. - �,- `► J / /■ ■ Lo ow II i ill M I 'i <,c ' - ' -.,, -./ -,-,;." ---".• ,, li 4'. ie, il 'i li / • moibk �e ?'"�7 f 3 { a>t € its f �c 11 1 f i ; 11111 1 5 11, (i g 2 t t 'd \\ }f --� \\; i 's €€ I i i i f j L---77 • , . a• o.d a 111± \ { F NM .��—� �, - FFE 11'-0" —, j / r A.�ll�.��.... .... L___,�b._ ��f\,����IT% NFE 238.6' �' _ i__ M T���—��. i►�;--=� II/% jj. ---- FFE 11 -0 L nd __ it ege C %AET������∎`----,.- .� T 1��11T% i �...... NFE 238.6' ,..,_ ► .:*' ;.► - C7 STAIR GUARDRAIL DETA 1L1' C8 HANDRAIL DETAIL in = 1' ELEVATION DIRECTION Imo. ������►r i,, Tell i -,%�'j! % '■ - DTM DATUM POINT _ 111111111111111111111 RV. : .�„/�•; \ Ella r 4. — FFE FINISHED FLOOR ELEVATION 0 ' ��� `�t—�,E � �' UPPEP,UPPROACH SHALL HAVE CONT- ,'' • � � � ��% "�`�% r m■ — ` / L •TE TO BE WELDEa TOS TOP OF STRUCTURE BASTING COLOR STRIPING A MINIMUM ro �/ ���/%//i1V �P� ��_,__�-� ;: - — -"` EEL STRINGER,SEE -i AIR " V ;;; ; M/%//i1V ! — SHOP r-/ Wy - TOP TOP OF PARAPET 4H / , ■' LANDING\ M. — reil \ o � . �. ` STANDAR\ ' '..,,,,, 4 H ra \ — 1 Ao - °Ill' 11 . CONCRETE STOP ANGLE B5\ .U1■, . TmiusimmaimmwmmTni % ----0- FFE 00'-0" T■ — NFE 227.6' - - n-oo SECTION STEEL RISER RE• >,' ONTiN- ✓ �► — --2Th* "miumem"Wrimmuumummur' \ MI r 1 UOUS WIE D C. ST''CTION ��:� DETAIL AND SHEET �T - - _ — --- 1 FFE 00'-0' JI a rd q . . NUMBER I 'P 1 S L S ' RESISTANT I HECKER •d '° •`e q •►' \.,/ — i NFE 227.6 ;. .A. i l•d STAIRCASE # 1 , SECTION - 1 1/4" = 1' f: P • E TREAD a d' CURB(-)2'-111" ��:'�` ��. \ :� � ��. `�t `.rt ���`��-�\ `` �{ "` •?: co E d '. \ \ \ \` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,. ` 2 1 0 2 4 6 8 1 � KEYNOTES: / / / / / / / / / / / // // // // // // // // // .. • 1. 1 HR. WALL TO STRUCTURE - SEE DETAILS /\\j\\j\\/\\/ ..: \/\/\/\/\/\/\/\ ,\/\/\/\/\/\/\/\/\/\/\/\/\/\/ ., .,,.,.-�. • .: '.,.4.. . Z �. .; `y �y ��/�y/\; ,, �, ,i STEEL STRINGER TO BE MACHINE . / /\/\/\/\/\/\/\/\/\/\/\/ / / / / / // / / / / / / / / / / / / /\/ / //\./ .:\�\,/\)s/> � ,,\/),,\',\(/ -::.,,.,^//\//\//\/\/\ -/■ i BOLTED TO STEEL CHANEL,SEE STAIR Notes 2. POWER ASSIST ACTIVTOR ,\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \`� \\ /\/ / / / /\/ / / / , y\/\/\/\/\/\/\/\/\'y\/ \/\/\/\/\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\//\/ ",4 \\ \\ \ \ \ \ \ \ \ \ \\//\//\//\\//\\//\\//\\//\\//\\//V<:.4 //\\//\//\//�\//�\// /\/\/\//\//'•• //�\ \ \ i SHOP DRAWINGS 1.STAIR DOORS ARE TO BE LOCKED TO PRVENT + ACCESS FROM STAIRS TO FLOOR LEVELS. i i ,�`€ f , °' '1 °^_ , ? ` 1' ;:-s' _; f i` i / 2.PRE-FAB METAL STAIRS SHALL BE DESIGNED BY �� i ,, € � 1 R ,i OVIDE SMOOTH 1, tl I1 it € t :3 1, It 1{ # 1 11 1j l 11 €1 t i i it 1i STEEL ANGLE WELDED TO STRINGER it l l; i, ,'•: 1 i i iii i{i '' ' 't 'i .y1 t` i= ii 11 €' I 11 it i 1 1: ROUNDED OR CRAM- ' AN ENGINEER REGISTERED IN OREGON.SUBMIT 7j ii § E€ i it i ` t F7 3 ;1 ;# f F 4{ f if t ii i i ,, • t I (f 11 3! i :� i It !i it I it '( ft i �! ft II !1 ti .i If r 11 1 € AND STEEL RISERS SHOP DRAWINGS AND DESIGN CLACS FOR APPR- i ; € ; € ,, ,. It { 1 € 11 1, FERED EDGES,TYP. I i€ 1 t I ; 1' 11 11 tit r 41 _; 1' 1 ` 11 1 i f° 11 11 _'-4_'='----i-- /� OVAL PRIOR TO FABRICATING STAIRS. 11 11 1 il i 11 It 1 1= € 1 . t€ i 3. SPACE `, .THERE SHALL MOT BE ENCLOSED, USABLE SPAC II i ;; ?; 1 ;# ; ; € ; ` t 1; ? i i \ �°° " / UNDER STAIRWAYS IN EXIT ENCLOSURES,AND 1; 1 111 S`It 11 11 I f i 1 1 i i ; I; . 11 1 1 I i i 1 1 iy I t /� OPEN SPACE UNDER SUCH STAIRWAYS SHALL NOT i` i i # 11 t .i ;I i 1 3 4 i' i ii i I1 f j1 1 t1 . i? ;, ! ,i f f, €i ` 'i '` 1 ` f= 1 1, BE USED FOR AN PURPOSE. Ili t 1; �i 11 ii f It 1 II ii 1 1' •i 1 1 1f 11 t; i 1, it • E 1 i i I' ,( l= i i i ' ` `f t ' 11 ' 4•RAMP SURFACE TO BE SLIP RESISTANCE PER'ADA' I i ,i � 1 � STEL:L STRINGER, SEE STAIR SHOP } i� € (� i' it € 1€ €� tl € e= € �� it � i1 #€ i; li r?- '�' ,P \ �,. DRWAINGS ;; 1 €i If ti iiti { {1i € •_1 :i 1 1• '1 _ If 11 it i i 4 }i \` GUIDL! 1 11 ii t1 1 l iF i# it €1 if 11 1, ,1 I1 II ii i # is J 1 11 ,, 114i i ;i I it i i ij €i I1 , s, i .�1 1 it NS 11 a s ' 1 it t 11 i` ; 1 It I i An ' :1 11 11 0 il titi t 11 11 1 1 , 1 . / i t i €i s# � 4 i i t t l r s l 1 t f f !i /ttii� t 1; , ' 1 11 1 ii If t1 I1 11 �i i =1 II i 1®i li / NOTE: ' I i 11 €` 1, `1 ' ®i €€ ' 77 PRE-FAB METAL STAIRS SHALL BE DESIGNED BY AN I f- t 1 1' 11 € ! , ' i' 1 I i i 1, 1 f i= !, i i f 1 11 i 1 i 1, jam l it 11 '' - 1/4" = 1' / NGINEER RGISTERD IN OREGON.SUBMIT SHOP I I E i t= I 1! 1 11: 1' i; I 1 I I i€� oitl/.�j=' f '' ' --- '_ 11 E3 3 STAIRCASE # 3, SECTION 1 DRAWINGS AND DESIGN CALCULATIONS FOR APPROVAL i ,, t v ,- - FFE 21 0 PRIOR TO FABRICATING STAfRS. d 1y1 f1 I1 i ,#1 19 1 11 11 1' ,-- - '"= i (i--t.- NFE 248.6'•12 Ii f : € ti—. t ii I 5 i ii 11 41 li tl i li 1 i I i• t�{{gg , f I ii 1 I 1 3 I' If t 1 i "j �ir� '-- -' :i i II €, it I! it 1 i I •.154l :1 1 1 E41(f• i t 1, ' Ir= 111. (___'.j i f 1£ i 1 1 F f{ i 1 l I i (4 i fi . ��\\\]� ( 1 i _,'{i ► 4 -_ t t 1 is 1 1° i 'I Iii 1 ) _ r/ 4 j .- I I t l 1 i( I∎.%4)44, , j 9 € f i I ,7 f i ll[_ S_•1 —_ { f �:. #; 3 ' € _-- — F7 STAIR HEAD DETAIL 2" 1' 0 4 I! ,1 1. I li o f'1 ®`_� {; r i, i ,t -f ii ii : H � �; ;1? "` `--- — 1 t i 1 i+ 1 ` 11 i 1 11 i II II I It 1) 111 11 II ., - 7%4111 *Z!% .1 Cll.) II ' ) 11" C (1) (A ir li #1 s i1•1i fl i1 it i€ ` , 41 ��I l�+�1_,, )\ \\\) , , i 11 N {1"'' ' 'Fi; '1 `1 '' 1111' �',�'e��''-��� / FFE 01-6" ,��. '� eo to- ti €1 ,I (• i i I , i 11 .11 .11= I 1 i; ._ �.� Ims i t , , a� N c a) €# 1 '1 11 t i 1 } €f t/? ��la�[1 ' / \ 0 ' • U' • ''� u=. °-' j jS I € I. # i' ii 1 i 1 .11 i1 <.I1�%%j1t:!'• _ �t�I'. ; d 4' 44 N•l =>, 1 I I i I i ?I 1 -ii-.--- 'r - - t. m T --- FFE 11'-0" a °. ° d d a COPYRIGHT- 2{)Ofi I 1 t € i I i t? 1 ,i/'. i�v� r----i zi --- -- ----- 1 — d - NOTE:JIVANJEE ARCHITECT,AIA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND I 1 I i [ 1 I 1? `�, /-�;-.I'.' '/;• i : 1 j it i' .. 1 NFE 238.6 • © 0 OE8if3N CONCEPTS AS STATED OR ILWBTRATED ON THIS SHEET.THESE• s€ f€ I f 1 ;; ' -.,i�• :�=,f%'�' t <i 11/€° S I ,I STEEL RISER AN TREA ft ONTIN- PLANS ARE FOR THE CONSTRUCTION OF ONE BUILD{Nt4 ONLY•AS DESCRIBED li I:E t ; i / /`i/ / �'i, i/:: € y . r q IN THE TITLE BLOCK.THESE PL AN8 ARE NOT TO BE COPIED IN ANY FORM WHATS VER + € _; i + t E%i_ ¢i i��€'r/r�;� �/! r----' ��r3 �i 5.F. d € • i x 4 d a Q • UOUS WELDED CO yCJ''(RAC ION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. i, f i i, i/, i��i, i f� 1 S • #`s; ,I 11 1 - :��: %�� ---- I _1 i ;= 1! I i �--� ° a , d .,. Client m. •� {' ; 1, i . 1 �• a a•r t 1 i! 1 II to < �''r_ 1 i = I t 1 2 f' f, [ €i t; 3 C' \ STEEL SLIP RESISTANT CHECKER ,- i 1 ;` ,.'� •\!�Pte# €1 1 "5 k , - �' d•: 1 ## i ` ( i 1 , i 1_ E :_ ) v d ° d q LA-E TREAD 1. /V i i i ♦ ,�. . 1 1 t i A Q d �� Mra()(1,, ',''i t 1 I 1 t/ t`��``.�I:``\•�\�• ' 1 : I ', \ d 4 d / O• 4 • 4. 4. . A. ., .0 rt'63 Cie i ; • `�; _f_ I;� �) �� �; 1 1 v d v I. STE LE WELDED TO STRINGER t 1 " 1 f'�?-`l--% -- i��, :�,�� 1 3 a. 4 4 ' �1 ' ' A • EEL RISERS Project ! I= I i ' 11.:-I'-; 1 - i'��4� ( I /' I FFE (-) 31_411 4. 4 bd �, • a PROVIDE SMOOTH I 1 f 1 t�'F �; F-1 i € t . i -{I- / ) `( .4 ROUNDED OR CHAM- f; i 1 1% ; it i 1 , — tiff ' . • 4 • HIGHWAY 99 &217•I€ Iii 1 -1_=''i. ;1 i i 1 i ;; #i ? 4 \ =i / M .� ° • 4 ° ° 4 FERED EDGES,TYP. I "'` [jf f i l' ; '{ ?11 if" # E ° !` f I k i i 'I f f , ' a /� S.W. WARNER AVENUE 3Q,' i,f i, 1. 1 ;. i1 i, if 1' f' € ti g' `i £ i •�.J li . ' ) Q f -1- - i € s: :i,I_{•_�i_-1_; i_• _ .1 ----.1 FFE 00'-0" a ' =: - - —-t r .. . . . . . >< a a d Q I , / TIGARD, OREGON .'_ t .• �!!.� r' 1 4 ° d . . d :4 • • . . . a j o , • , •a • a • d. ` . o • A a r• s = : s: ... NFE 227.6 •. , • • 4 . • • d 4 �. .4:d tl •.;` , as . .•dd. a • - Drawing Title • �. �y r • _ d' ° e o d ° a 1 ` :o. o a d.. o e ,' •' .,', a..'1..'.'''.'• Y^. -.l A• � ~r' •j: 'r H'� a • `' d .) 4• aid, .d t `� Q' • =m a.. .2. :,4...`• Q Q d d a� 'a•'a• d d..` a C 1' d Q • •.od • e. 'oa .. • '� •4 • ••a a 4 4 a�' �.•;. d 4 4 STAIRCASE SECTIONS a H Project Number A-502 Saving Code Revision Suffix ............ � 1 234 56178 1/4" = 1' DETAIL H 5 STAIR HEAD DETAIL 2" = 1' H 7 • STAIR FOOT DETAIL 2" = 1 I Scale Date Drawn Design HI STAIRCASE # 2, SECTION � H 3 STAIR FOOT D A.S. MAR.2007 S.Jivanjee I I 2 1 3 I 4 5 6 i 7 8 ' . . . . • ..., ■1 .11 Jiv-anj ee : Sow METAL PANEL AT • 1 011111.10)1 METAL PANEL AT o 4 4 1 4 1 4 O• 1 4 Architect,P.C. L STORAGE UNITS esiiew I L STORAGE UNITS o 4 1 4 I ■ 4 .11 PROFESSIONAL CORPORATION AIA METAL PANEL SIDING > >: allirli - METAL STUD WALL METAL PANEL SIDING > >: 2' 1/ METAL STUD WALL ...4 -4111 I I 41111-411 I 4 6...411 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 11 le . IZ:117milamp . Tel.503-297-5160,Fax.503-297-4635-jivanJee@europa.com SEE STRUCTURE SEE STRUCTURE 0, ..,,- . . 4. . rlirlpi Fr -, • ,• 11;""; A II SPLIT FACE REINFORCD o . 4 SPLIT FACE REINFORCD „ . , - r i, 1 • ,,, CO 1 1111111111111111r(• R-21 INSULATION ' 011111""er R-21 INSULATION CONCRETE MASONAR ‘,>o , ' ' ..• 4 CONCRETE MASONAR 4 • ., 4 11.01 SEE STRUCTURE DWGS. o . . .. . 4 SEE STRUCTURE DWGS. o . ..110 ' 4 CD I 6.111111 4 '. . • I 4 • • I 4 . . . . I A • 49 ))",,,_ c\i > .4 . 1 I 4 .4 , 1 . &kW) . ONE PERM VAPOR ONE PERM VAPOR SAW KERF FOR DRIP I 4 °' 4 . 0,,,i (4.)6 ' 111111111 I BARRIER . 111111•011P BARRIER o ,10:,* 4 I 4 w 30S4 if ......., ...,_:. ),.... ■ AI& A.A.. . . ,.■ ).,.....:1 Cl -'i, AN e,-1 4** . . . . . _. ,,lt I )1/'•'' ,,....., • • • ./ . - BACKER ROD &SEALANT ,..: - • ' BACKER ROD&SEALANT , •4 I A, • • FLOOR SLAB , .4 I ' ' '1 . • ;<7 -- . . 11„ •::•"j0°R71:t 13•; 6 6 0 •I.441 . • 4' • • A •SEc,STRUCTURE. • .• 1.44 . 4, • - ,;1 . .. 4 <7. 4 .4 4 . . , • 4 • ....; HOLLOW METAL DOOR , u) BASE TRIM----. • - .14 . - 1 • `I • 2 ' ‘N ;', ? i ,- GUN ,„ - ,, , FRAME, SEE DOOR - w . /- . i-: Mk \L./ , • , . .• .4,, \ HOLLOW METAL DOOR SCHEDULE , .. ,, EL- . , s--.'4We.M.VER,?VEMAiawm 1 FRAME, SEE DOOR x 1 i -- Mr ..‘ '.11111.1 SCHEDULE El I ' M■ ' W1,1 B EEI • , ''' ES B3 : . i .. EH , E33 ' i • 138 RIGID INSULATION .1.-■1111111111i , < METAL PANEL AT . . . Key Plan INSERTS 1i...111r111. STORAGE UNITS , Elm. Ei.., 1 V E I F Y REQMTS PRECISION CONCRETE > rd E B3 ' WITH STRUCTURE .1...:._ 1 . MASONARY UNITS EH 133 EE3 133 , : 110 1 WINN wish .NAWSZIMV&,,,w.A "4" Fa gi E .' :'fla 1 ammo < I METAL STUD WALL B3 ,;; - ' SEE STRUCTURE 1M ' .-- ''„ g• ES . I . 133 . 133 , ' ES all :.. -' BE31 ' R-21 INSULATION B3 . ,t • B3 I 0,-„,00111111111111111 EH - • B3 ' 133 allillii , Ea - , ES I ' \ AL A I vett re, a , I ...... 1110i ONE PERM VAPOR my..w.mmmutr BARRIER ma ammormem-..T.411 1 -11111111MMMI.i _ C Legend Cl METAL PANEL AT CMU - SECTION SEE 5/S4.01 2" = l' C3 METAL PANEL WALL - SECTION SEE 6/54.01 2" = 1' C5 DOOR HEAD AT CMU WALL - SECTION ' 2" = 1' C7 . ////iiS///1":40//: /R//+//E4./F//R/4./0 N/. T ,:H..,,,s._:,,,,:.,_.,__,.,,_,E.,:.,,,,:,,,_,,,,,‘A,,,,.,,.,,,.,.,_.,,_.:__D.,..,,,,.,._A,tr_,_:._.,T,.s,_7 ALCOVE .- SECTION 2" = 1' I • < VERTICAL METAL SIDING SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAILS PRECISION REINFORCED CONCRETE MASONARY UNITS I .. SEE STRUCTURAL DRAWINGS METAL PANEL SIDING ) > 6" ROLL-UP DOOR GUIDE i -.. __ ----- ‹ ill METAL STUD FRAMING, SEE STRUCTURAL DRAWINGS ,...--------, ,_„....,..,. P INSIDE 2" 4" OUTSIDE + + . , 311 .e's■ / / LINE OF CMU WALL BELOW .4. 4. 3 0 6 6 12 ‘oo' "I gral N■ \ I 1 Ne Icts 4 T I ....F._ 'lls\I Notes ......-1 ._...\ --I ......_.............-- , R-21 INSULATION r- - - - - -Ip- -I, - - - -1 U) to . - h,.... ...41‘, A. Ilh.41■411.411‘, . • . .__ LU / / kr 4 ' . --' - ES 133 " ' 10 /' / . 133 ES '03 . / / 4- •*.Fa '3' . .- ES 0 ----c--- --1--- < CORNER TRIM • a . °. .- .4- . 4..;*. M ' I / / / / " • • re' Mu . •- ' • EH ' 1- ONE PERM VAPOR , 03 ES 4 ES . / • 141 Ef3, ' • •14:1 -J / / . BARRIER /,‘. _J '.....,,.._.„,.. --- E LINE OF CMU WALL BELOW , , 4 / A ‘1' /1 // METAL STUD FRAMING. / / .....-.... .. METAL PANEL AT SEE STRUCTURAL DRAWINGS RIGID INSULATION // // ,,...,..,.. .....,, .,.._ STORAGE UNITS (01• VERTICAL METAL SIDING INSERTS SLAB RECESS BELOW / / ._ - . r, -0P\ SEE STRUCTURAL DRAWINGS VERIFY REQMTS // // „.......„... . ..,, , ....,,,„.„,. . WITH STRUCTURE -..,„ FOR CONNECTION DETAILS / / Nil / / .:1,-:-.-,."" 4---; • METAL STUD WALL *0 .e / / .. :,:i.,.L,,..,,,..._. ,.‘: _ ,,, , _.,...... ... SEE STRUCTURE / / / / •_".,_,_,.,.„, Fl METAL PANEL CORNER- PLAN SEE 4/54.02 2" = 1' F3 ROLL-UP DOOR JAMB - PLAN 2" = 1 - 2 / / / / 1 4" 4" / / .."-•, .,... F ,, , __...„„,...._,....„ / / . .............,.., 0 • r-.-4 itardillite r 4 0 t11111111111111116, 4 / / ........,... ..-.,\ / / c (1) ■ ' •• . ■ .. / / .0 x ro 42 i ,...,..,--, i5 •• - .. . / / A oo■00 ' 5 m ?i § ■-. - - - -4p- - - - -4 ::: ‘."41111111111111118 :: ri / / . CC (l) th & IX ■ A. 4. AA,. ...4, !: PRECISION CONCRETE METAL PANEL AT . / / Ft-OOR SLAB io ■ 1 REM 41 1 4 1 MASONARY UNITS STORAGE UNITS . ... .. ... ... • .. .- // // ---...-......_...„ SEE STRUCTURE . - COPYRIGHT-2006 NOTE:JIYANJEE ARCHITECT,AIA.SHALL HOLD ALI,TO THE PLAN OR IDEAS AND DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE PLANS ARE FOR THE CONSTRUCTION OP ONE BUILDING ONLY,AS DESCRIBED ESC:01EN°IN ANY FORM■ < i. • . '• 0 41 RIGID INSULATION - -I / / 1 1 - \4 ■ • • , v ■A INSERTS / . wINITTHHE0TuITTLiEHBEL=RTEHEISESEEDPWLANRISTTAIg NOPETRTOMBI I • "447 i• • • '• '; R-21 INSULATION . Ale. .. + 4 //4 4// I r* + I / 7-N. /,----\• 4• VERIFY REQMTS • 4 • 1 k 4 Client 4- I //4- +// I + 4- ' . .4 . . • ME ADA 4 MIR STRUCTURE . •• . / j .-----/ • -.4..,/----"\ - . -• .. . . .. / - - 5/8"THICK. il, ..... .. ....41.Allk GYPSUM BOARD >::: 1'.: . rillEll 11114 4 • / \ 'rge ' ..1.11111111110 G , 4 ■ i I \ S !oracle •.5 ) i I 1 INSIDE ■ 4 k 1 OUTSIDE ' [INDOOR] :.: .. . .. [OUTDOOR] 1 . 1 4 0 4 Project MMEINIMMIfr•4 :..:f WNW A II •. 4 4 I I * \4 1 I kik.e.4„.•4...AL Aii.Ai.A • • \ METAL STUD WALL - ' ::: ,. •.: I 4- 4- I I + ,:, I HIGHWAY 99 &217 ,.. ... .. .... .. .. ... .. A ..0.. A. 4 SEE STRUCTURE Wr iiiiir Mr V 11111/ vir- vir Imr- ir w - S.W.WARNER AVENUE / at . fipmmtrimumut IRMM.NECIMM.111, 4 kt- • .. • .. , TIGARD, OREGON . 4 •.-w. • . .: . 4 1. . , i ti,.4 . 44 , - k .;*-11 :...,, : 41.. 444 lif. .: 1.• 2' "44 1 1 . ... •• .'. ■/ • <.--,-- .. 0, .* ,. • ,. ..• 0 \ \ ..,_.,...40- . .,.............I. .. 1 I. I / / Drawing Title AUMIIIIIIIIIMIltilli,' 1M1111111111181N1 P' 4 kr ONE PERM VAPOR INSTRUCTIONS SIGN ) . •• / , . ... • \ •• ' ,. ..... . . ., /\ N r WALL DETAILS I •• • .._ ---- H .. •. • • S 4.03 ..., ......._ ...._ ..-- . A-601 • . . , ......„ • ___-------, Project Number - I Saving Code Revision Mx 1:1112131415_617 8 Fill CMU CORNER- PLAN ( 4 HR. RATED) H3 STAIRCASE WALL SECTION . ( 1 HR. RATED) Tiil CANOPY AND INSTRUCTION SIGN AT LOADING AREA . . 2" , 11 Scale Date Drawn I Design 2"= V MAR.2007 S. Jivanjee , . . - , , 1 2 3 4 5 6 7 8 . FLOOR ABOVE OR ROOF J ai rvanj ee Architect,P.C. 1 DECK OR ROOF FRAMING- SEE STRUCTURE 1 PROFESSIONAL CORPORATION IV FLOOR TYPE DOOR LOCATE CONDUIT RUNS AT CENTER OF CORRIDOR RIDGE FACIA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee®europa.com STOP/ HOLD OPEN METAL ROOF A ,---- 4T----.. ,--r-ri). i \ HARDWARE , 8' . FLOURSCENT LIGHT ko 0 , t 'i STRUCTURAL r- c., I _ 411) Orly (9,;" cv DUCT LOCATION PREFERRED AREA ROOF ON. z DUCT LOCATION ALTERNTE AREA a..,,...3 ski/. .-t, .--) AI, lrr -40".4 / N. - N/ TOP OF PARTITION WALL , 11111111111 4 41111111■411111111■ 41111111, /NW 41111116. ■ 4111M 4111Ik AIM AM. MOW JEW 41111111111■ Alla Alla, 4111111111. A & •4 Illaull! \ .4, METAL IA r. ::: • ' 1, cn w EL x 4-1 . \III •-war 11111 / •• \ •• •* / 4 „ ' f ` 1 a-. ‘, Y w ,:///77 ,,,o I V 1 1 1 \ ,,,:.::i.:,„,., ci ‘< • 'FICIA 2'-6" 21-6" rOPP7e/yrrr -it / , \ \ / / ... 4 Zo # ti i , iii i , i 1 I t I 11 ai 11 . z f B / f • , \ \ AIVAIPIIIIIPWMIVAIV , 1 i ! . , , 1 1 I 1 , ? = t , tifk, i li li ii 1 Key Plan I , 1 ' 1 I / . / 1 I, ,...i...1.v.:_,...J, 1 t......J ,, (.,, 0 6 — ft --I+ . \ \ / / 06 ONE PERM „..,,...- , -,--__ . B1 ENTRY DOOR - PLAN cn >// VAPOR BARRIER ::,:::::::::, 0 1/2" = 11-0" 06 \ \ .,..,_t _,.., I -g Z A • 0 Z I 1( o( SUp ESTED119ATION FOR c., 'R-19' INSULATION, MIN. _.„..... SHL-- • WALL, )9' BRACING c., ..._ 410 @ PER S\ J9TyRAL DESIGN Z D b VAPOR BARRIER . . ,,,,, ..-__ A / ,-- di , , (9 L.L. oa R-21 INSULATION •....... o: 2\ / ' ,,...__..„„„. - 0 -01 TOS 11' 0" .J W LI I • 0 I / 1 \ \ W LL --X— Legend C ...m. 4,... ,.... ..... ...... ..... AIM. ANN& c' ) < — cz ce / / \ \ LLI 1.-: -: < .../ / EX u) C7 ROOF DETAIL I > ELEVATION DIRECTION U) 11J to —I SA FTRUCt c.) < / FOR C ETAIL \ > ) < ix DTM DATUM POINT FFE FINISHED FLOOR ELEVATION / / \ 2 METAL ROOF TOS TOP OF STRUCTURE N-- .--' / / \ \ ..." :c,"-- , . TSS TOP OF STRUCT.SLAB Eo / / \ \ i..0 1-- STRUCTURAL • ,, TOP TOP OF PARAPET 10, / 4'18" r / / \ \ ROOF TOF TOP OF FINISH TYP. CLEAII.CORRIDOR / / \ \ p NGE - NATURAL GROUND ELEVATION SOIL TOP OF PLANTING SOIL N. / / \ \ ; i"IIIIIIIIIMIII"IMIMIIIIIIIIIIIIIIIIIIIII,, t _pi li i! I! Liiii, i i 1 litH 1 l 71.11111111111.11 '1 Hi'l! A :40 A/// \ \ il/ \ \ I \ \ B5 SECTION (i:// \ \ 1 - / \ 2I-6" li \ . A \ \ I A.00 (— — ----) DETAIL AND SHEET D T-- .......) NUMBER /- 1 \s 5' CORRIDOR / UNIT VAR. ri ii If 1 : -.„. ,--) n r.---,, ,,---,,,i i ) _ METAL illalk N67 c.4 / c.. TYP. CORRIDOR TYP. UNIT III il li i ' it 1 II ; li I GUTTER . , :::. A. I - I , ii : in . i ' ! ( -I N- \ ) D31 TYP. CORRIDOR AND UNIT SECTION . Ili Iiiiiiii i 1 1 , , ,.,...._,, (_..J (._...,, i,_....) i ,,,..„,,_ • \ \' 1/2" = 1.-0" Notes ...,,,,,,.„..,....... \ \ i / ..•.-- /cy.)- Z() ,. ,, ONE PERM VAPOR BARRIER ,,,,-:-. ' --:.,,,,, .. , XY St4, 4 &8883 We> _-,-. ,4><>,44 ,* XX X X*. ,;,--••-.._...,,.:• .g x ro . 22 „, V ' R-19' INSULATION, MIN. „.,...... , ______: 1 . . \ \ , \ .r_ 0 FFE 001-0" . _...-- ._....._ ....a R-21 INSULATION 1 .._.....,..._ ie.__ ONE PERM i■-::5-.,.....• Dl ENTRY DOOR - ELEVATION 1/2" = 1'-O" . VAPOR BARRIER I--„„7:-.72,,,,: „.,... - .,... , ,,...,,, • lo .e‘ v ----......•__ 3 F71 ROOF DETAIL 2 1 L 01TOS 11-0" METAL ROOF 1 F 3 , :::„. r-,--1. RECESSED METAL STRUCTURAL 0 ,.-..-- < ROOF HEADER PANEL -2 .,... AI . •-_-: FA .- 0 = co -,... 16 E ...'7,•--. L • Mr . '5 0 0) c .--,.--"" ft 2). 'c3e) -_-.,- -,.... cr) ..-.4. , -,..-------- . COPYRIGHT-2003 ..„......- - -...-.--- NOTE:JIVANJEE ARCHITECT,AiA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND , , ,,..,,) 1 i 1 ,i i ,po.wil m In m in m im mu ii C if.DINTEeTSHnl EGst TITLE frIC!1:FNIORECKZ.EST THESE seoreSET;rAiLl STATED ARE l%OR ILLUSTRATED LFTUOTSNOTEst■IAEE LEI,COPIED N ONLY.THIS 08RmAsH SHEET.THESE cR E D •■• , ",..-.1 W ■P"■..4 .. ■•-oh.41, , WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. .N. \ . METAL STUD p.,::::::„„,,, CI 1 I 1 1 : ---) (1 ---) ,•---, ----Th .----, m irage 0 1/ II < WALL (BEYOND) ,..._, ,..„„. 1 ii , 1 l • . 1 I 1 I 11 Li . *. , „ ..__,_,L.L... Li L , 1 > M A P.• •tt-,:.•,:.Til,_:,, . it, _ _ , , . S to rage ;_ G , z , 1 1 . 1 , , i W ::::''--- 1 1 I i i 1 1 1 1- 1 I I 1 i I 1 7-11 , ;t. ----",-,-:::- i # 1 • 0 ROLL-UP DOOR ,,,:..::,.:,) - -----.• -_. (,..._,t) „...,___,1 (L...„, ( i i # I 1 i • „_....„ Project • -- b— . N-- ' -;,-,-1-171) ONE PERM b) di__ HIGHWAY 99 &217 „,..___., • , VAPOR BARRIER . ,.,...._ ., S.W. WARNER AVENUE \ \ TIGARD, OREGON Drawing Title . b R-19 INSULATION, MIN. ......_, io •,,.-,--------,. R-21 INSULATION N. --- <• .„ ” ,•;,,.-::,„,.. ,. 1 GENERAL DETAILS H ,,_:-.:: --JA:- ONE PERM VAPOR BARRIER I , >,. 1--- - - - 40-IFFE 00I-0" Project Number A-602 ......_ t ,., . , H „__...._.,._.: , ...,..„ ...,...,_ „., . c: sayki;.cc,de-----------rvision t.---rirr( -• • .L. • ..., , 01111•1■111••■ g7 • MINIIIIIIIIIII■ TililirliFiri H1 ENTRY DOOR - SECTION 1/2" = 1'-0" H3 . INTERIOR ROLLUP DOOR HEAD - METAL 1" = h7 ROOF DETAIL ,, „scalq,;', . . Date ' . Drawn . titgl/.2.":0,i JUNE-2007 Design S.Jivanjee. \ . . A ',.•, '.'''';'',.': '''' . ■ ; • ' • . . • . 1 2 3 4 5 1 6 1 ? 8 _1 11 Jivanj eC DOOR NUMBER REQ./ FLOOR OPERATION DOOR NUMBER REQ./ FLOOR OPERATION DOOR NUMBER REQ./ FLOOR OPERATION DOOR NUMBER REQ./ FLOOR OPERATION Architect,P.C. PROFESSIONAL CORPORATION ALA TYPE TYPE TYPE TYPE 1ST. 2ND. 3RD, TOTAL 1ST. 2ND. 3RD. TOTAL 1ST. 2ND. 3RD. TOTAL 1ST. 2ND. 3RD. TOTAL 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com ROLE UP ROLE UP ROLE UP N DOOR DOOR DOOR D-48 27 23 5 D-60 6 14 14 34 D-96 52 62 71 185 - ` W INIIII■1111011111111111111I ,' -9� LI 40 x -_:J ) - 2 48" 60" 96" � 0 r� ♦tea �*~ ' %.:. .., W y�dq a , -r7{r:" .Q:•k Ate./lei C. + 'k5 +`' W \ --', -tea - B Key Plan 310 310 /"\ 310 b 0 6 0 b Ei co 0 CO n co r Legend C c� o r"--", . , .■ - .\ •\ - C 1 DOOR TYPE D-48 C3 DOOR TYPE D-60 C5 DOOR TYPE D-96 C7 OPEN LOCATION SPACE NUMBER REMARKS NUMBER NUMBER REQ. 6 �'\ �� /--N■ �—\ /'��. l�' W-1 OFFICE EQ EQ. 2 VINYL WINDOW . D . LOW E- VALUE GLASS SAFETY GLASS —.-> FIXED 3 2 1 0 2 4 6 8 1 ) 11 1 IIIWIII6M.IIIIIII6MPIIIIII - -. - �r Notes E - M 2 TOTAL REQ. 3 0 2 .2° a F � 1 a OPEN LOCATION SPACE NUMBER REMARKS 0 NUMBER NUMBER REQ. a x m 'v� p ,B 6' E 310 EQ EQ. in 0 cc W-2 OFFICE ' 1 VINYL WINDOW, FOR COPYRIGHT- 2006 NOTE:JIVANJEE ARCHITECT.MA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND INDOOR USE DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE PLANS ARE FOR THE CONSTRUCTION OF ONE BUILDING ONLY.AS DESCRIBED IN THE TITLE BLOCK THESE PLANS ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER SINGLEGLAZING WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. ' Client --- FIXED SAFETY GLASS 0 �- G tofaqe:: -0 Project . N Ln d0' N • HIGHWAY 99 &217 O � S.W.WARNER AVENUE TIGARD, OREGON M � Drawing Title . 1.111 TOTAL REQ. SCHEDULE OF OPENINGS H - \ \ \ -• . ' Project Number A-701 Saving Code Revision Suffix --- 0 11213141516 7 8 Cl TYP. ROLL-UP DOOR ACCESSORY 1"= V Scale Date 1/2"=1' MAR. 2007 Drawn design S.Jivanjee 1 I 2 3 4 5 6 7 8 , . Jivanjee / 5'-4" / , n ArctttPC-4 , .di AIA PROFN AL ORPORATION EQ. EQ. 3' / 3 / / / / / / / / 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.com A A \ / ----\ \ \-- 6\ \ = \ to \ .i,,,,.#,. ,, 0 o ,. \ * _ N / \ 1 ti� M 7 4 \ \ \ b / \ , -.,, Z / \ \ \ \ 144 = \ / \ ILI \ \ / \ Z F-- \ _ L 'D _ . ) co 8 \ ' -- 1 ' OF cti ii: \ / C \ -�- 1. . ' '�' X \ / / \ / Key Plan B / M Key Plan \ / M ) / / en � �1111111111•11.1•11111 /111111111 : . /1M/11■1111111 11111111111111111=1 1 A / _. .= 1 ,/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 4 / \ \ . \ -....—V -, ' LOCATION OFFICE LOBBY LOCATION OFFICE, PUBLIC TOILETS LOCATION ALL STAIRS LOCATION JANITARY DOOR # D-1 DOOR # D-2 DOOR # D-3 DOOR # D-4 DOOR TYPE SOLID CORE, 1 3/4"THK. DOOR TYPE SOLID CORE, 1 3/4"THK. DOOR TYPE SOLID CORE DOOR TYPE METAL Legend C LEAF SIZE 32"X 86" LEAF SIZE 36"X 80" LEAF SIZE 36"X 80" LEAF SIZE 14"X 80" . MATERIAL WOOD, GLASS MATERIAL WOOD, STAIN MATERIAL WOOD MATERIAL METAL NUMBER REQ. NUMBER REQ. NUMBER REQ. NUMBER REQ. ( 1 ) ( 1 ) ( 11 ) ( 1 ) HARDWARE 1-3 PAIR HEAVY DUTY HINGES. HARDWARE 1- 1 1/2 PAIR HEAVY DUTY HINGES. HARDWARE 1- 1 1/2 PAIR BRONZE FINISHED WASHERED, HEAVY DUTY HINGES HARDWARE 1-3 PAIR HEAVY DUTY HINGES. 2-ELECTRONIC SECURITY LOCK 2- LOCKSET WITH KNOBS. 2- EMERGENCY LOCKSET, PUSH BAR FROM INSIDE, KEY FROM OUTSIDE 2- LOCKSET WITH KNOBS. 3-SELF CLOSING 3-SELF CLOSING 3- HYDROLIC DOOR CLOSER 3- FLOOR TYPE, DOOR STOP. 4-FLOOR TYPE, DOOR STOP. 4- FLOOR TYPE, DOOR STOP. 5- KICK PLATE 5- PASSAGE LATCH. D FRAME METAL, PAINTED. FRAME KNOCK-DOWN, PAINTED. FRAME METAL, PAINTED. FRAME METAL, PAINTED. ' REMARKS WOOD FLUSH DOOR SOLID CORE. REMARKS WOOD FLUSH DOOR SOLID CORE. REMARKS 1 HR. RATE FIRE DOOR REMARKS U.L. LISTING-20 MIN. U.L. LISTING-20 MIN. WOOD FLUSH DOOR Notes GENERAL NOTES: 1.)ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED 41 VERSION OF THE INTERNATIONAL BUILDING CODE AND ANY APPLICABLE STATE,COUNTY,OR LOCAL 2'-6" / / REGULATIONS. / 2.)THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY JIVANJEE ARCHITECT,AIA OF ANY ERRORS OR OMISSIONS PRIOR TO START OF \ / / CONSTRUCTION. / / \ 3.)ALL DIMENSIONS ARE TO BE VERIFIE 1 ON SITE. / \ 4.)WRITTEN DIMENSIONS HAV CD= CE OVER / / \ /J \ SCALED DIMENSIONS.DO , SC RA INGS. rk) / / \ / \ iNAN, co. / ( c ,C) ,/ it) \ 4 . \ 0 ZO \ 0 2 \4/ \ / \ / 1 F \ / \ , / M \ 0 \ / \ / C (n \ V V g t ° z in • COPYRIGHT-2003 NOTE:JIVANJEE ARCHITECT,AIA.SHALL HOLD ALL TO THE PLAN OR IDEAS AND DESIGN CONCEPTS AS STATED OR ILLUSTRATED ON THIS SHEET.THESE LOCATION ELECTIC ROOM LOCATION ELEVATOR MACHINARY ROOM LOCATION SPRINKLERS ROOM LOCATION PLANS THE TITLE K.THES CONSTRUCTION NOT NE BUILDING ON Y,AS DESCRIBED IN THE TITLE BLOCK.THESE PLANS ARE NOT TO SE COPIED IN ANY FORM WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. . — — Client . DOOR # D-5 DOOR # D-6 DOOR # D-7 DOOR # M 'rage . - DOOR TYPE METAL DOOR DOOR TYPE METAL(DOOR DOOR TYPE METAL 80" DOOR TYPE G LEAF SIZE 30"X 80" LEAF SIZE 24 X 80 LEAF SIZE 24"X 80 LEAF SIZE S tbrage MATERIAL . METAL MATERIAL METAL MATERIAL METAL MATERIAL Project NUMBER REQ. NUMBER REQ. NUMBER REQ. NUMBER REQ. 1 ( 1 ) ( 1 ) HIGHWAY 99 &217 HARDWARE 1- 1 1/2 PAIR BRONZE FINISHED WASHERED, HEAVY DUTY HARDWARE 1- 3 PAIR HEAVY DUTY HINGES. HARDWARE 1-3 PAIR HEAVY DUTY HINGES. HARDWARE S.W.WARNER AVENUE HINGES 2- LOCKSET WITH KNOBS. 2- LOCKSET WITH KNOBS. TIGARD, OREGON 2-BRONZE FINISHED LOCKSET WITH KNOBS. 3- FLOOR TYPE, DOOR STOP. 3-FLOOR TYPE, DOOR STOP. Drawing Title 3- FLOOR TYPE, DOOR STOP. ( HOOK TYPE IN REST ROOMS) SCHEDULE OF DOORS H , roject Number A-702 FRAME FRAME METAL PAINTED. FRAME METAL, PAINTED. FRAME 0465 METAL, PAINTED. , Saving Code Revision Suffix REMARKS REMARKS REMARKS REMARKS 0112 314 516 17 8, Scale Date Drawn I Design 1/2"= 1' S.Jivanjee 1 2 3 4 5 6 7 8 0 AT JG JOIST GIRDER Jivanj e e STRUCTURAL GENERAL NOTES REQUIRED STRUCTURAL SPECIAL INSPECTIONSRESTI L OR ANG ANGLE JST JOIST INSPECTION Ct CENTERLINE JT JOINT Architect, P.C. SYSTEM or MATERIAL IBC coos CODE or STANDARD FREQUENCY REMARKS PROFESSIONAL CORPORATION CODE: DIA OR DIAMETER CONCRETE: MASONRY REINFORCING STEEL(LAYOUT): REFERENCE} REF�ENCE Continuous)Periodic(a► E EXISTING L L!NTEL AIA THE STRUCTURAL DESIGN IS INTENDED TO CONFORM TO THE REQUIREMENTS CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE 2006 REINFORCING SHALL CONFORM TO IBC SECTION 2103 AND ACI 530. DEFORMED SOILS OF THE 2006 INTERNATIONAL BUILDING CODE(IBC)AND THE 2007 OREGON INTERNATIONAL BUILDING CODE AND ACI 318-02. CONCRETE STRENGTHS BARS SHALL BE GRADE 60,AND SHALL BE SECURELY PLACED BY REBAR Site Preparation for Fills 1 1704.7.1 X # POUND/NUMBER LBS POUNDS 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 STRUCTURAL SPECIALTY CODE(OSSC). SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, Fill Material Verification GEOTECHNICAL LIW LOAD INDICATOR WASHER Tel.503-297-5160,Fax.503-297-4635-'Ivan ee euro a colas POSITIONERS. 1704.7.2 ByGeotechnical Engineer. Fill Placement and Compaction 1704.7.3 REPORT X AB ANCHOR BOLT LLH LONG LEG HORIZONTAL 3 3 P` AND SHALL BE AS FOLLOWS: Lift Thickness A REFERENCED STANDARDS: REINFORCED BOND BEAMS SHALL BE PROVIDED AT ALL FLOOR AND ROOF PER GEOTECHNICAL REPORT.Frequency:Wall backfill& ALUM ALUMINUM LLV LONG LEG VERTICAL LOADS ASCE 7-05 MAX.WATER-CEMENTITIOUS MATERIAL RATIO LINES AND AT THE TOP OF WALLS. PROVIDE A BOND BEAM ABOVE AND BELOW footings:1 per 100 ft of length per backfill layer,minimum inimum of 2 ALT ALTERNATE LONG LONGITUDINAL g Z o E Prepared Subgrade Density 1704.7.1 ASTM D1557 See Remarks ° tests.Slab fill:1 every 2000 sq.it per fill layer,minimum 3 APPROX APPROXIMATE LSH LONG SLOTTED HOLE 411;31iT °' CONCRETE ACI 318-05 ALL OPENINGS AND EXTEND THESE BARS 2'-6"PAST THE OPENING AT EACH tests. ARCH ARCHITECTURAL w E MASONRY ACI 530-05/ACI 530.1-05 f c(PSI) NON AIR-ENTRAINED AIR-ENTRAINED USE SIDE. PROVIDE TWO BARS,MATCHING VERTICAL BAR SIZE,FOR THE FULL PER GEOTECHNICAL REPORT. Frequency:Wall backfill& MAX MAXIMUM � t� ° 11' m STEEL AISC 360-051 EDITION 13 HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS,WALL ENDS AND Fill-in-Place Density 1704.7.3 ASTM D1557 See Remarks footings:I per 100ftof length per backfilllayer,minimum oft BC BOTTOM CHORD MB MACHINE BOLT GI N0 W 1 3,000 .54 .46 TYPICAL INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A tests.Slab fill:1 every 2000 sq,ft per fill layer,minimum 3 j ,�G F� c STEEL SEISMIC AISC 341-05 tests. BRD OR BD BOARD MC MISC. CHANNEL WOOD AF&PA NOS-05 MINIMUM OF 2'-0"OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF FABRICATORS BLDG BUILDING MECH MECHANICAL _ / 1 '262 0 LLI 18.g 15%HIGHER W/C RATIOS THAN SHOWN ABOVE MAY BE USED FOR NON-SLAB THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE CORNER BARS Specia!inspections apply the verification of detailed BLK BLOCK MEZZ MEZZANINE / Z °"�' CONSTRUCTION: ELEMENTS PROVIDED THAT THE REQUIRED COMPRESSIVE STRENGTH IS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. BLKG BLOCKING MFG MANUFACTURER M 18" Fabricators g 704,2 X fabrication and quality control procedures,including a review 1144'. . -- THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION ACHIEVED. ADDITIONAL CEMENTING MATERIALS,SUCH AS FLYASH,SLAG AND LAP ALL BARS AT SPLICES 48 DIAMETERS,WITH A MINIMUM LAP OF 18 U.N.O. for completeness and adequacy relative to code requirements. °THER P E T DRAWINGS SUCH AS ARCHITECTURAL AND SILICA FUME,MAY BE USED TO REPLACE UP TO 20%OF THE TOTAL CEMENT Frequency-Once per each Fabricator prior to start of work. BM BOTT MIN MIS ELL WITH THE O ROJ C BOS BOTTOM OF STEEL MISC MISCELLANEOUS ��� * rii c) MECHANICAL. THE CONTRACTOR SHALL COORDINATE ALL DRAWINGS IN THEIR CONTENT,PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST STRUCTURAL STEEL: CONCRETE ROT BOTTOM MTL OR MET METAL '9' 7, 1 +Q' z WORK,AND INFORM THE A/E OF ANY DISCREPANCIES. REFER TO THE DATA. A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494,USED IN WIDE FLANGED BEAM AND COLUMN SHAPES AND SECTIONS SHALL BE Special inspection applies to verification of proper use of bar 1704.4 BRC $RAC t NG �Q R. R�G' W PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. ACCORDANCE WITH THE MANUFACTURERS'RECOMMENDATIONS,SHALL BE DESIGNED AND FABRICATED WITH ASTM A992 OR A572,GRADE 50 MATERIAL. Reinforcing Steel and Post tensioning 1907.5 ACI 318 1.3.2.0 clear c cover bar sizes,ts,specified d in the design hooks,and ant BRG BEARING . 0 X clear corer requirements,specified in the design documents. NO OR NUMBER c°o INCORPORATED IN CONCRETE DESIGN MIXES. CONCRETE MIXES FOR CHANNELS,ANGLES AND PLATES SHALL BE ASTM A36 MATERIAL,UNLESS Tendon Placement 1907.7 ACI 318 7.5 Frequency-Verify minimum of 50%each type of wall elevation, BTWN BETWEEN NTS NOT TO SCALE iiiii 1914.4 slab,footing,beam,or column type. BUR BU 1 L T-UP ROOFING NG �t° THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL CONTAIN A NOTED OTHERWISE. SQUARE AND RECTANGULAR TUBE STEEL HSS SECTIONS EXPIRES: 12/31/07 �, DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS 5%+1%(BY VOLUME)AIR-ENTRAINING AGENT,CONFORMING TO ASTM C260. SHALL BE ASTM A500,GRADE B F 46 ksi)MATERIAL. Welding Reinforcing Steel 1704.3.1 ACI 318 3.5.2 OC ON CENTER m ( ) + ( y= ) 1903.5.2 AWS 01.4 SECTION 7 Refer to Steel Special Inspections for detailed welding requirements. to BEEN DESIGNED FOR THE COMPLETED CONFIGURATION ONLY AND NOT FOR of Cast-in-Place Anchor Bolts ACI 318 1.3.2.0 X Frequency-Minimum 5 anchor bolt.1704.4 CC CENTER TO CENTER CO OUTSIDE DIAMETER ,r 0%each type of THE VARIOUS STRUCTURAL CONFIGURATIONS POSSIBLE DUE TO THE THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DESIGN,FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE 1912.5 CJ CONTROL JOINT OPNG OPENING B CONCRETE MASONRY UNITS CONTRACTOR'S SELECTED SEQUENCE,AS WELL AS MEANS AND METHODS OF DATA AS REQUIRED,A MINIMUM OF 14 DAYS PRIOR TO PLACING CONCRETE. "AISC SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF 1904 1704.4 ACI 318 1.3.2.A Special Inspection applies to comparison of supplier-provided CM11 Mix Designs to Design Document requirements.Frequency- OPP OPPO51 TE Key Plan CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE BRACING,SHORING,ETC. THIS MIX DESIGN SHALL DEFINE THE DURABILITY ASPECTS OF THE CONCRETE, STRUCTURAL STEEL FOR BUILDINGS",WITH COMMENTARY AND THE"CODE OF Verification of Required MixDesign(s) 1905.2-4 ACI 318 CHAPTER 4 X Verify mix design for each different type prior to placing CLG CE I t I NG TO TEMPORARILY SUPPORT THE STRUCTURE. IN ADDITION,THE CONTRACTOR TAKING INTO ACCOUNT ABRASION RESISTANCE,FREEZE-THAW RESISTANCE STANDARD PRACTICE". ALL EXPOSED STEEL SHALL CONFORM TO THE AISC 1914.2 ACI 318 5.2-5.4 concrete. C CLEAR PL PLATE AND PERMEABILITY. UNLESS NOTED OTHERWISE, 1704.4 ACI 318 1.3.2.0 Special Inspection applies to verification of proper application CNTR CENTER PLYW PLYWOOD SHALL PROVIDE A CONSTRUCTION SEQUENCE WHICH LIMITS DEFLECTION, ALL CONCRETE SHALL BE GUIDELINES FOR AESS(ARCHITECTURALLY EXPOSED STRUCTURAL STEEL). Concrete Placement x TEMPERATURE AND SHRINKAGE EFFECTS TO AN ACCEPTABLE LEVEL TO THE DESIGNED FOR MODERATE EXPOSURE. CONCRETE USED IN ELEVATED SLABS ALL STEEL SHALL HAVE ONE COAT OF SHOP PRIMER. DO NOT PAINT AREAS TO 1905.9-10 ACI 3185.9-5.10 technique. COL COLUMN PJF PRE FORMED JOINT FILLER P Special Inspection applies to verification of proper application CONC CONCRETE OWNER. SHALL HAVE A MAXIMUM SHRINKAGE OF 0.040%AT 28 DAYS PER ASTM C157. BE FIRE-PROOFED OR WITHIN 3"OF BOLTS,WELDS OR HEADED STUDS. Concrete Placement atCom Composite Slabs 1704.4 ASCE 9CHAPTER 3 X technique. PA POWDER ACTUATED CONCRETE SLUMP(AT POINT OF PLACEMENT)SHALL NOT EXCEED 5"UNLESS Concrete Strength ACI Chapter 5 CONN CONNECTION PNL PANEL THE CONTRACTOR SHALL COORDINATE CODE-REQUIRED SEISMIC RESTRAINT CLEARLY SHOWN BY SUPPLIER THAT MIX WILL MEET OR EXCEED ALL BOLTS SHALL BE HIGH STRENGTH BOLTS,A325 AND/OR A490,CONFORMING TO ASTMC39 CONST CONSTRUCTION PROJ PROJECTION Concrete Slump ASTM C143 CONT CONTINUOUS NUOUS PSF POUNDS/SQUARE FOOT FOR MECHANICAL AND ELECTRICAL EQUIPMENT,PIPING,DUCTS AND OTHER PREVIOUSLY STATED CRITERIA. ASTM SPECIFICATIONS. ALL BOLTED CONNECTIONS SHALL BE DESIGNED AND CO COUNTERSINK M.E.P.ITEMS. THIS BRACING MAY CONFORM TO"SMACNA"OR ANY CONSTRUCTED WITH TWIST-OFF TYPE,ASTM F1852(ASTM A325TC OR ASTM 1704.4 Frequency-Each 150 cubic yards,nor less than 5000 SF of PSI POUNDS/SQUARE INCH CODE-COMPLIANT STANDARD. ALTERNATIVELY,THE BRACING MAY BE SLEEVES,OPENINGS,CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON 490TC)BOLTS PER RCSC SPECIFICATIONS. ANCHOR BOLTS SHALL BE Concrete Air Content 1905.6 ASTM C231 x Slab or Wall placed each day,for each mix design used. CTRD CENTERED PT PRESSURE TREADED ENGINEERED BY OTHERS. THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL FABRICATED WITH F1554,GRADE 36 MATERIAL UNLESS NOTED OTHERWISE. DBL DOUBLE R RISER/RADIUS ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE ANCHOR RODS FOR POST-INSTALLED EPDXY AND EXPANSION ANCHOR BOLT DIA DIAMETER RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE APPLICATIONS SHALL BE ASTM A36 MATERIAL,UNLESS NOTED OTHERWISE. Concrete Temperature AST C1064 RD ROOF DRAIN UNTIL THE SUPPORTING DIAPHRAGMS ABOVE REACH THEIR 28 DAY CONCRETE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON 1905.11 DIAG DIAGONAL REF OR RE: REFERENCE COMPRESSIVE STRENGTH UNLESS ADEQUATE WALL BRACING IS DESIGNED CENTER. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES WELDING SHALL BE CONDUCTED BY CERTIFIED WELDERS AND SHALL Tecfication°fCuringTemperature and 1905.12 ACI 318:5.11-5.13 X tospSpecial inspections appiionsvisual verification Once DIM DIMENSION REINF REINFORCING Techniques 1905.13 to specified curing conditions.Frequency-Once daily DWL DOWEL REQ REQU t RED AND CONSTRUCTED. ALL EXISTING CONDITIONS,DIMENSIONS AND UNLESS NOTED OTHERWISE. WHERE NEW CONCRETE IS PLACED DIRECTLY CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING 1914.9 REV REVISION ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE SURFACE SHALL BE CONSTRUCTION. WELDS SHALL BE MADE USING E70XX ELECTRODES AND _ MASONRY EA EACH A/E OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. ROUGHENED TO APPROXIMATELY AT 1/4"AMPLITUDE AND RECEIVE AN EPDXY SHALL BE 3/16"MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE VERIFICATION OF SITE-PROPORTIONED Cl A 530 1.14.x x RTES RETURNS Legend EB ERECTION BOLT c MORTAR AND GROUT ACI 530.1 2.6A BONDING AGENT(PER THE MANUFACTURER'S RECOMMENDATIONS)PRIOR TO PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION OBSERVATION OF REQUIRED PRISM PREPARATION ACI 530.1 1.4 AC1530 1.14x X EF EACH FACE SHT SHEET FIELD-MODIFIED OR FIELD-ENGINEERED DETAILS SHALL BE DESIGNED AND CASTING OF THE NEW CONCRETE. (WPS)AS PER AWS D1.1 ,D1.3 AND D1.4. ONLY PRE-QUALIFIED WELDING EJ EXPANSION JOINT SHTHG SHEATHING STAMPED BY A LICENSED STRUCTURAL ENGINEER AND SUBMITTED TO THE A/E PROCEDURES SHALL BE USED. PLACEMENT OF MASONRY UNITS AND ACI 530 1.14.x MORTAR JOINT CONSTRUCTION ACI 530.1 3.3B X EQ EQUAL ELEVATION S I M SIMILAR FOR APPROVAL PRIOR TO START OF THE WORK. ALL WORK DESIGNED BY CONCRETE REINFORCING STEEL: VERIFICATION OF SIZE AND LOCATION OF AC1530 1.14.x x SPEC SPECIFICATION OTHERS SHALL BE BY A STRUCTURAL ENGINEER LICENSED IN THE STATE IN REINFORCING STEEL SHALL CONFORM TO ASTM A615,INCLUDING S1,GRADE ALL COMPLETE PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER STRUCTURAL ELEMENTS ACI 530.1 3.3G ES EACH SIDE SQ SQUARE WHICH THE PROJECT IS LOCATED. 60,FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC MATERIAL WITH A MINIMUM CVN TOUGHNESS OF 20'#AT 40°F. ANCHORAGE OF MASONRY TO FRAMES, AC1530 1.14.x EXIST EXISTING STRUCTURAL MEMBERS,AND ACI 530 1.2.2.E SLO SHORT LEG OUTSTANDING (WINE),UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED DIAPHRAGMS INCLUDING TYPE,SIZE, AC1530 2.1.4 X EXP EXPANSION SS STAINLESS STEEL GEOTECHNICAL CRITERIA: SHALL CONFORM TO ASTM A706. HOOKS TO BE STANDARD ACI LENGTHS. STEEL DECK: AND LOCATION OF ANCHORS AC1530 3.1.6 EXT EXTERIOR SSH SHORT SLOTTED HOLE THE FOUNDATION DESIGN IS BASED ON INFORMATION SHOWN IN THE PROJECT REFER TO THE DRAWINGS FOR REBAR SPLICE LENGTH SCHEDULE. STEEL FLOOR DECK SHALL BE A COMPOSITE TYPE WITH RIBS AT 12" ACI 530 1.14.x O.C.,OF TYPE,GRADE,AND SIZE OF AC1530 1.2.2.E EACH WAY STIFF STIFFENER PLATE BOLT EXPANSION ON BOt T GEOTECHNICAL REPORT BY WEST COAST GEOTECHNICAL,INC.,DATED APRIL REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH#16 ANNEALED THE SIZE AND GAGE SHOWN ON THE PLANS. STEEL ROOF DECK SHALL BE REINFORCING STEEL AND ACI530.1 2.4 x EXP. STD STANDARD 11,2007. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE SITE IRON WIRE OR REBAR POSITIONERS. REBAR SHALL NOT BE BENT TO 1-3/8"TYPE CP. STEEL DECK SHALL CONFORM TO ASTM A446,GRADE A. THE PRESTRESSING TENDONS ACI 530.1 3.4 STL STEEL GEOLOGY AND SUBGRADE RECOMMENDATIONS AS DISCUSSED IN THE DISPLACED IN ANY MANNER WITHOUT APPROVAL BY THE A/E. GALVANIZED COATING SHALL CONFORM TO ASTM A525 FOR G60,AND G90 REINFORCING STEEL AND CONNECTOR 1704.5.1 AC1530 1.14.x FD FLOOR DRAIN STRUCT STRUCTURAL PLACEMENT 1704.5.2 ACI 530.1 3.4 x FLG FLANGE GEOTECHNICAL REPORT. PROPER SUBGRADE AND BACKFILL WORK AT SLABS WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. PROVIDE A 2"DECK LAP 1704.5.3 ACI 530.1 3.6A AND WALLS SHALL BE CONDUCTED IN ORDER TO MINIMIZE SETTLEMENT, BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED AT ALL SIDE AND END JOINTS,U.N.O.ON DRAWINGS. MATERIAL VERIFICATION OF X CERTIFIED MILL TEST REPORTS FLR FLOOR T&B TOP AND BOTTOM CRACKING,EARTH PRESSURE AND WATER INFILTRATION AT THE STRUCTURE. CONCRETE BLOCKS OR APPROVED METAL CHAIRS,AS'SPECIFIED BY THE CRSI ,.e.-�..---- REINFORCING STEEL FOR WELDING FND FOUNDATION TC TOP CHORD THE CONTRACTOR SHALL COORDINATE ALL TEMPORARY SITE-RELATED MANUAL OF STANDARD PRACTICE,MSP-1. REINFORCING STEEL SHALL BE MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN MATERIAL VERIFICATION OF WELD FILLER FOB FACE OF BUILDING THK THICKNESS METALS AWS D1.4 SECTION 7 X MANUFACTURER'S CERTIFIED TEST REPORTS FOM FACE OF MASONRY ISSUES WITH THE GEOTECH FOR REVIEW AND APPROVAL. WHERE REQUIRED, DETAILED IN ACCORDANCE WITH THE"ACI MANUAL OF STANDARD PRACTICE UNSHORED CONDITIONS,AND MINIMUM PROPERTIES AS FOLLOWS: VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS THRD THREADED BOTTOM OF FOOTING SHALL STEP AT A RATIO OF 2:1 (HORIZ:VERT)WITH A FOR DETAILING REINFORCED CONCRETE STRUCTURES,"ACI 315. SHOP 1 VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS FOP FACE OF PLATE TJ TRUSS JOIST DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL BEAMS AND COLUMNS I(IN4/FT) S(IN3/FT) / WELDING REINFORCING STEEL X ALL WELDS VISUALLY INSPECTED PER AWS D1.4 7.5 FOS FACE OF STUD D TOC TOP OF CONCRETE MAXIMUM STEP OF 2'-0". l ACI 530 1.14.x FOW FACE OF WALL J COLD/HOT WEATHER MASONRY TOG TOP OF GRA T f NG SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS AS REQUIRED BY THE ACI 530.1 1.8C X FR FRAME GEOTECHNICAL DESIGN CRITERIA INDICATED IN THE GEOTECHNICAL REPORT: LAP SPLICE SCHEDULE IN THE DRAWINGS,EXCEPT AS NOTED. MECHANICAL FLOOR DECK: 1 PROTECTION ACI 5301 1.8O TOF TOP OF FOOTING J VERIFYING USE of REQUIRED GROUT FT FEET/FOOT TOJ TOP OF JOIST SPLICES NOTED ON THE PLANS SHALL BE DAYTON BAR-GRIP SPLICES OR 2"-18 GAGE 0.601 0.535 ` ACI 530 1.14.x X ALLOWABLE SOIL-BEARING CAPACITY=2.0 KSF(GRAVITY LOADS) APPROVED WITH A CURRENT ICC-ES APPROVAL REPORT. PROVIDE CORNER ) ,MIX DESIGN FTG FOOTING ,TOM TOP OF MASONRY VERIFYING GROUT SPACE IS CLEAN ACI 530 1.14.x X GA GAGE TOP TOP OF PARAPET ALLOWABLE SOIL-BEARING CAPACITY=3.0 KSF(GRAVITY+LATERAL BARS(MATCHING SIZE AND SPACING)FOR ALL HORIZONTAL BARS IN ROOF DECK: PRIOR TO GROUTING ACI 530.1 3.2D TOS TOP OF STEEL LOADS) FOOTINGS. 1-3/8"-24 GAGE 0.098 0.131 ` ACI 530 1.14.x GROUT PLACEMENT x GALV GALVANIZED ACI 530.1 3.5 GB/GYP BD GYPSUM BOARD TOW TOP OF WALL DESIGN LOADING CRITERIA: MINIMUM CONCRETE COVER FOR REINFORCING STEEL(U.N.O. THE PLANS): DECK CONNECTIONS: FOR MASONRY UN S, RTD AND GROUT REPORTS TE TYP TYPICAL ( } ) MATERIAL CERTIFICATES OF FOR MASONRY UNITS,MORTAR AND GROUT MATERIALS, GL GLUE-LAMINATED THE STRUCTURAL DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION A.CAST AGAINST EARTH 3"CLEAR FLOOR: ` COMPLIANCE 1708.1 X REINFORCEMENT,ANCHORS,TIES,AND METAL GRD GRADE UBC UNIFORM BUILDING CODE CRITERIA OF THE INTERNATIONAL BUILDING CODE. IN ADDITION TO THE DEAD •AT SUPPORTS:(4)#12 SCREWS PER SHEET AT GAGE METAL ) ACCESSORIES GRTG GRATING LOAD OF THE STRUCTURE,THE FOLLOWING LOADS WERE USED FOR DESIGN: B.CAST AGAINST FORMS AND EXPOSED TO WEATHER SUPPORTS,(4)1/2"DIA.PUDDLE WELDS AT STEEL BEAMS. ) PRISM STRENGTH 2105.2.2.2 ASTMC1314 FREQUENCY:(3)PRISMS PRIOR TO CONSTRUCTION GC GENERAL CONTRACTOR UNO UNLESS NOTED OTHERWISE -NO.6 AND LARGER 2"CLEAR •AT PARALLEL BEAMS OR WALLS:#12 SCREWS©8"O.C. STEEL GYP GYPSUM VENT VERTICAL GRAVITY: -NO.5 AND SMALLER 1-1/2"CLEAR •AT SIDE SEAM:DELTA GRIP©12"O.C. Shop Fabrication of Structural Elements 1704.2 X Refer to Inspection of Fabricator Requirements HD 1704.3 ASTM AS,568 HDR NEADEOR WF WIDE FLANGE STEEL BEAM ROOF 25 PSF SNOW(PLUS SNOW DRIFT ON PLANS) C.NOT EXPOSED TO EARTH OR WEATHER ROOF: ) Material verification of structural steel 1708.4 AISC ASD A3.1 a X Manufacturer's Certified hell Test Rports.Frequency-Each type •AT SUPPORTS:(4)#12 SCREWS PER SHEET ) of structural steel LIGHT STORAGE 125 PSF LIVE 2203.1 AISC LRFD HGR HANGER WO MISCELLANEOUS SEE PLAN FOR LOADING AND LOCATIONS -SLAB,WALLS,AND JOISTS 3/4"CLEAR •AT PARALLEL BEAMS OR WALLS:#12 SCREWS @ 6"O.C. } Material Verification of High-Strength bolts 1704.3.3 AWOOD ABC ASD A3.4 X Manufacturers Certified Test Reports.Frequency-Each type HORIZ HORIZONTAL "c -BEAMS AND COLUMNS-PRIMARY REINFORCING, •AT SIDE SEAM:#12 SCREWS 12"O.C. AISC LRFD A3.3 High-Strength Bolt HSB HIGH STRENGTH BOLTS W/O WITHOUT @ Material verification of Anchor Botts and AISC ASfl A3.5 Manufacturers Certified hell Test Rports.Frequency-Each type WP WEATHERPROOF/WORK POINT LATERAL: TIES,STIRRUPS AND SPIRAL TIES 1-1/2"CLEAR Threaded Rods. 1704.3 AISC LRFD A3.4 X of structural steel HT/HGT HEIGHT -STIRRUPS IN PIT BEAMS 1"CLEAR STEEL STUDS: Material verification of weld filler metals X Manufacturer's Certified hell Test Rports.Frequency-Each type WT WEIGHT of structural steel ID INSIDE DIAMETER VW OR WWR WELDED WIRE FABRIC ` SEISMIC CRITERIA: STEEL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD OF 33 KSI FOR 18 AND ) Copy of welding procedure specifications.Frequency-Each REINFORCING STEEL PLACING TOLERANCE: 20 GAGE, I Verification of proper WPS'S x 1 N INCH AND 50 KSI FOR 16 GAGE AND THICKER. STUDS SHALL BE OF THE type. AISC Aso A3.6 " Verification of Welder qualifications X Copy of welder qualification cards.Frequency-Each Welder. INFO INFORMATION . SITE CLASS=D -PLUS OR MINUS 1/4"(TYPICAL) SIZE,GAGE,AND SPACING SHOWN ON THE DRAWINGS. MINIMUM SECTION 1704.3.1 AISC LRFD S A3.5 OCCUPANCY CATEGORY=II -PLUS OR MINUS 1/2"FOR TOP BARS IN MEMBERS MORE THAN 8" PROPERTIES SHALL CONFORM TO SSMA GUIDELINES. PROVIDE BRIDGING IN Complete and Partial Penetration Groove - INT INTERIOR AWS D1.1 SECTION 6 X All welds visually inspected per AWS D1.1.6.9.Ultrasonic,or welds other approved testis required for CJP and PJP welds per 1 \i)el SEISMIC DESIGN CATEGORY=D IN DEPTH CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ADEQUATE ) Multi-Pass Fillet Welds X AWS.Periodic Frequency-ApproiematelyOnce Daily,each TENSION LAP SCHEDULE SEISMIC IMPORTANCE FACTOR=1.00 FOR DEVELOPMENT OF THE FULL MOMENT CAPACITY OF THE STUDS. FOR Single-Pass Fillet Welds>5/16" X Welder. Ss=.951gS1 =.341g SDS=.71g SDI =.39g CONCRETE WALL REINFORCING(U.N.O.IN THE DRAWINGS) : LOAD-BEARING STUDS,TRACK SHALL BE OVERSIZED(1.5"MINIMUM FLANGE) )/ Single-Pass Fillet Welds<5t16" X Welds visually inspected per AWS D1.3.7.1 Frequency-Each .- F+C - 3000 PSI TENSION LAP SPLICE LENGTHS (INCHES) - TOP BARS 1,2 SEISMIC RESISTING SYSTEM: TO PROVIDE FULL STUD BEARING. TRACKS SHALL BE OF THE SAME GAGE AS 1200 SF decking installed,minimum Once Daily.Verify - Floor and Roof Deck Welds AWS D1.3 SECTION 7 X e endicularto supports,sidelap connections,drag strut SPECIAL MASONRY SHEAR WALL(R=5.0,Q=2.5)@ 2 ND FLR AT OPENINGS,PROVIDE A MINIMUM OF(2)#5 BARS AT ALL SIDES,AND EXTEND THE STUDS. SCREWS SHALL BE ELCO DRIL-FLEX,HILTI KWIK-FLEX,GRABBER, 1704.3.1 P P BAR COVER(INCHES) 3/4 1 1/2 3 LIGHT FRAMED SHEATHED WALLS(R=6.5,C2=3.0)©ROOF&3 RD FLR THESE BARS A MINIMUM OF 2'-0" PAST THE OPENING. PROVIDE(1)#5 BAR FOR OR AS APPROVED. WELDING SHALL BE PER AWS D1.3. connections,and boundary e laments. BAR SPACING(INCHES) 2 1/2 4 > =6 2 1/2 4 > =6 2 1/2 4 > =6 3 Welding Stair and Railing systems AWS D1.1 SECTION 6 X Welds visually inspected per AWS D1.1 6.9.Frequency-Once ANALYSIS METHOD=EQUIVALENT STATIC METHOD SINGLE-LAYER REINFORCING AND(2)#5 BARS FOR DOUBLE-LAYER Daily,approrimately50°, completed installations. REINFORCING,4'-O"LONG,DIAGONALLY AT EACH CORNER OF ALL OPENINGS. CONNECT ALL DOUBLE STUDS AND BUILT-UP MEMBERS WITH A MINIMUM OF(2) Installation of Composite Slab Decking 1703.42 ICC REPORT x Special Inspections applyth decking type,minimum span #4 29 29 29 29 29 29 29 29 29 WIND CRITERIA: SLAB BARS SHALL BE HOOKED INTO WALLS,OR HOOKED DOWELS SHALL BE ROWS OF NO. 10 SCREWS AT 12"O.C. SECURE ALL STUD FLANGES TO TRACKS 1704.133 ASCE 9 CHAPTER 3_ layup,depth and gage.Frequency-Each 1200 SF decking /""� PROVIDED TO MATCH SLAB REINFORCING. PROVIDE(2)#4,4'- G Special Inspections applyto decking depth and gage, #5 36 36 36 36 36 36 36 36 36 0"LONG BARS WITH A NO.12 SCREW. CONNECTIONS TO CONCRETE SLABS SHALL BE AS minimum span layup,powder fasteners,screws, BASIC WIND SPEED=94.5 MPH(3 SECOND GUST DIAGONALLY AT EACH RE-ENTRANT CORNER IN SLABS. PROVIDE HOOKED SHOWN ON DRAWINGS. Installation of Roof Decking 1703.4.2 ICC REPORT X proprietary side seam attachments and button punches. WIND IMPORTANCE FACTOR=1.00 DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING SIZE AND 1704.13.3 Frequency-Each 1200 SF decking installed,minimum Once #6 43 43 43 43 43 43 43 43 43 Daily. 1 EXPOSURE=B SPACING. PROVIDE HORIZONTAL CORNER BARS TO MATCH ALL HORIZONTAL STEEL SHEAR PANELS RCSC #7 69 69 69 66 63 63 66 63 63 F DIRECTIONALITY FACTOR=.85 REINFORCING AND EXTEND THESE BARS 2'-0"PAST EACH CORNER. STEEL SHEAR PANELS SHALL BE 26 GA."U-PANELS"AS MANUFACTURED BY SPECIFICATION FOR - - - NCI BUILDING SYSTEMS,L.P. SEE"CFS SHEAR WALL SCHEDULE"FOR STRUCTURAL JOINTS Connections to be Visually Inspected.Frequency-Once Daily, #8 86 72 72 86 72 72 SURFACE ROUGHNESS CATEGORY=B Snug-tight bolting 1704.3.3.2 x 11/1/ia�€ PERMIT 'EY�SIUI'�I�.a' CONCRETE ACCESSORIES: ADDITIONAL INFORMATION. USING ASTM A325 OR approximately 50%completed installations. - - - SHOP DRAWINGS: EXPANSION BOLTS SHALL BE HILTI KWIK BOLT-II OR APPROVED WITH aria BOLTS #9 109 81 81 109 81 81 `�\� _/ SECTION 9 SHOP DRAWINGS SHALL BE SUBMITTED TO THE NE PRIOR TO FABRICATION EQUIVALENT ICC-ES ALLOWABLE TENSION AND SHEAR VALUES. PROVIDE Verification of steel frame details including Connections shall be visually inspected for conformance to C to AND CONSTRUCTION REGARDING FOR THE FOLLOWING ITEMS: LONG THREADED STYLE ANCHORS(THREADED LENGTH GREATER THAN 3 application,component locations, 1704.3.2 X Design Documents.Frequency-Once Daily,approximately NOTES: .2 l 0 - L e co hi and stiffeners 50%of completed work. 1. "TOP BARS"ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE ��---e ., r -e----e-,-,e-��.-e-N,.-Nr"--,�-��.-v.-� BOLT DIAMETERS) Material verification for Weldable Reinforcing x Manufacturer's Certified lirfitl Test Rports.Frequency-Each •CONCRETE MIX DESIGN �l Steet,otherthanASTMA706 type. CAST BELOW THE BARS. a` Q' o CONCRETE AND MASONRY REINFORCEMENT / PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE Material Verification of Weld filler metals for X Manufacturers Certified Mill Test Rports.Frequency Each 2. FOR BARS OTHER THAN"TOP BARS",DIVIDE DEVELOPMENT LENGTH SPECIFIED IN A HOT-DIPPED,G-90 GALVANIZED AFTER FABRICATION,UNLESS OTHERWISE Weldable Reinforcing Steel type. TABLE BY 1.3. COPYRIGHT - 2007 •STRUCTURAL STEEL 3. INTERPOLATE FOR SPLICE LENGTHS AS NECESSARY. •STEEL STUDS NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ACI 318 3.5.2 These computer drawings are an instrument of service and are the property of AAf ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. Verification of Welding Procedure 1704.3.1 AWS D1.4 SECTION 7 X Copyofwelding procedure specifications.Frequency-Each 4. TENSION LAP SPLICES ARE BASED ON CLASS B. FOR CLASS A,DIVIDE BY 1.3. Engineering. They shall not be duplicated,disclosed or reproduced without the •STEEL DECK Specifications type. written consent of AN Engineering. Copyrights and infringements will be enforced 1903.5.2. UNLESS NOTED OTHERWISE IN DRAWINGS,ASSUME ALL SPLICES AS CLASS B. and prosecuted. •MISCELLANEOUS STEEL ITEMS INCLUDING EMBEDS Verification of Welder Qualifications X Copy of welder qualification cards.Frequency-Each Welder. 5. IF SPLICE DIMENSION IS INDICATED IN DRAWINGS,PROVIDE LARGER SPLICE LENGTH. Client ,.,..i,,...�-.-s►.✓�e•,��.•,.,1 ,, _/,..i.��...�.✓-.-../ EPDXY ADHESIVE SHOP DRAWINGS SHALL BE SUBMITTED IN A TIMELY FASHION TO THE A/E FOR PROVIDE HILTI HIT HY-150(OR EQUAL). EMBEDMENT REQUIREMENT AND Welding of Reinforcing Steel,Unless Noted x AI Welds to be visually inspected per AWS D1.4 7.5.Periodic 6. LAP SPLICE TABLES ARE BASED ON ACI 318-02,SECTIONS 12.2.2, 12.2.3&12.14.2. APPROVAL,ALLOWING 14 DAYS FOR REVIEW AND COORDINATION. IF THE CAPACITIES ARE BASED ON THE ICC-EC REPORT,AND ALL SUBSTITUTIONS Otherwise Frequency-Once Daily,appro>amately 50%complete work. 7. VALUES SHOWN IN TABLE MAY BE LOWERED-WITH KTRIF TRANSVERSE REINFORCEMENT Mi SHOP DRAWINGS REVISE THE DESIGN AS SHOWN IN THE STRUCTURAL SHALL MEET THESE VALUES. EPDXIED RODS AND BARS SHALL BE INSTALLED MAGNETIC PARTICLE(MT)OR AISC 341 EXISTS PER 12.2.3. ra DRAWINGS,THEN THE REVISIONS SHALL BE DESIGNED AND STAMPED BY A IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. SPECIAL ULTRASONIC(UT)TESTING OF 1707.2 Mt-AWS fl1.1 6.14.4 ra ge LICENSED STRUCTURAL ENGINEER AND SUBMITTED TO THE NE FOR INSPECTION IS REQUIRED. EXPOSED ANCHORS SHALL BE STAINLESS STEEL. EACH WELD COMPLETE PENETRATION GROOVE WELDS UT-AWS D1.1 6.13& 6.14.3 SHEET INDEX Sto�� GAPPROVAL. S-100 STRUCTURAL NOTES COLD-FORMED STEEL FRAMING vv REINFORCED UNIT MASONRY Manufacturers Certified titili Test Reports.Frequency-Each DEFERRED SUBMITTALS: CONCRETE MASONRY UNIT ASSEMBLIES SHALL HAVE A MINIMUM Material Verification of Weld Filler Metals X type. Project DEFERRED SUBMITTALS ARE ITEMS DESIGNED BY OTHERS. SUBMITTALS COMPRESSIVE STRENGTH OF 1,500 PSI. MASONRY STRENGTH SHALL BE Verification of Welding Procedure X Copy of welding procedure specifications.Frequency-Each S-101 STRUCTURAL INFORMATION Pro 1 SHALL INCLUDE SHOP DRAWINGS AND CALCULATIONS FOR THE DESIGN AND VERIFIED BY PRISM TESTING BEFORE CONSTRUCTION. CONCRETE UNITS Specifications 1704.3.1 AWS D1.3 SECTION 7 type. o FABRICATION OF ITEMS,AND THEY SHALL BE STAMPED BY A LICENSED SHALL COMPLY WITH ASTM C90,GRADE N-1,MEDIUM WEIGHT,AND SHALL Verification of Welder Qualifications X Welds to be visuallyi Gabon cards.Frequency-Each Welder. S-201 A FOUNDATION PLAN (PARTIAL) t3 STRUCTURAL ENGINEER AND SUBMITTED TO THE A/E FOR APPROVAL. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. LINEAR SHRINKAGE Welded Framing Connections X Welds to ae IyOne inspected per AWS D1.3 7.1.Frequency- -` APPROVAL A MINIMUM OF 14 FOR UNITS SHALL NOT EXCEED 0.065%. MASONRY WALLS SHALL BE Approximately Once Daily,each Welder. S-201 B FOUNDATION PLAN (PARTIAL) HIGHWAY 99 &217 SUBMITTALS SHALL BE MADE TO THE NE FOR POST INSTALLED CONCRETE ANCHORS DAYS PRIOR TO FABRICATION. CALCULATIONS SHALL INCLUDE REVIEW OF REINFORCED AS DEFINED BELOW,UNLESS NOTED OTHERWISE IN THE Special Inspections apply to anchorproduct/type,dimensions, 1703.4.2 ICC EVALUATION S-202A 2ND FLOOR FRAMING PLAN (PARTIAL) S.W. WARNER AVENUE © LOCAL STRESSES ON STRUCTURAL ELEMENTS DUE TO THE SELECTED DRAWINGS: Installation of Concrete Anchors X hole preparation and condition,adhesive expiration dates, N CONNECTION. ADDITIONALLY,CALCULATIONS AND DRAWINGS SHALL CLEARLY 1704.13.3 REPORT installation procrocedures,embedment tightening torque,etc. 5-2028 2ND FLOOR FRAMING PLAN (PARTIAL) TIGARD, OREGON INDICATE THE LOADS IMPOSED UPON THE STRUCTURAL SUPPORT FRAMING. MORTAR: Special Inspection/Testing Program Footnotes: Drawing Title z° DEFERRED SUBMITTALS ITEMS INCLUDE THE FOLLOWING: MORTAR SHALL BE TYPE S,WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 S-203A 3RD FLOOR FRAMING PLAN (PARTIAL) DAYS OF 1,800 PSI AND SHALL CONFORM TO IBC SECTION 2103. 1.The special Inspector shall be a qualified person who shall demonstrate competence to the satisfaction of the Building Official for the inspection of the particular type of construction or operation stipulated. 5-2038 3RD FLOOR FRAMING PLAN (PARTIAL) 0 •STEEL STAIRS 2.If necessary,the contractor shall anange a pre-construction meeting with the Architect.Engineer,Building Official,and Testing Agency to review the special •RAILING SYSTEMS MASONRY GROUT: inspection requirements. (PARTIAL) STRUCTURAL NOTES GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 3.Duties of the Special Inspector include,but are not limited to: S-204A ROOF FRAMING PLAN ( INSPECTION I TESTING I OBSERVATION: DAYS AND SHALL CONFORM TO IBC SECTION 2103. FINE GROUT SHALL BE A.Acknowledge and conform to the Special Inspection requirements of Chapter 17 of the 2007 Oregon Structural Specialty Code and to the requirements of the City of Tigard,Oregon. S-2048 ROOF FRAMING PLAN (PARTIAL) REFER TO THE ATTACHED TABLES FOR QUALITY ASSURANCE REQUIREMENTS USED EXCEPT WHERE PERMITTED BY ACI 530. ALL CELLS CONTAINING B.The Special Inspector shall observe the work for conformance with the approved permit plans and specifications.All Discrepancies Shall be brought to the H AND OBSERVATION SCHEDULING. VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. C.The Special Inspector shall furnish Inspection Reports for each inspection to the Contractor,the Architect,the Engineer and the Building Official as a 5-3.01 FOUNDATION DETAILS minimum.The reports shall be distributed in a timely manner. AAI Project Number D.Inspection for prefabricated components shall be the same as if the material was installed on site.Continuous inspection shall not be required during the prefabrication if the approved agency certifies the construction and fumishes evidence of compliance. 5-3,02 FOUNDATION DETAILS A07072 S 1 00 E.The Special Inspector shall submit a Final Report stating whether the work requiring inspection was inspected and whether the work was completed in cS conformance with the approved plans and specifications and in conformance with any applicable workmanship provisions of applicable code. S-4.01 STRUCTURAL DETAILS Saving Code Revision Suffix ., PF P P Y PP P P PP 0 4.Special Inspection and Testing requirements apply equally to all bidder designed components. S-4.02 STRUCTURAL DETAILS 1 1213 [4 516 718 0 Scale Date Drawn Design N S-4.03 STRUCTURAL DETAILS AS SHOWN SEPT-2007 MT 0 Q 1 2 3 4 5 6 7 8 Jivarijee Architect, P.C. PROFESSIONAL CORPORATION AIA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com ,I! TRACK TO SHEAR $1 1St)C T"Alt ; Z •I 1.1 PANEL FASTENING PER 0 PRO, - o I I I Si-IEARWALL SCNED., c' c, G It tit ��'i 2 W •T —11— IT • �' TYP. 4 11, `�4' 1 W 8 I. I o� • . • ' TOP TRACK PER CPS I.,/ ° Z M . (. BEARING WALL SCI-IED. T ."• ,� -(D C7$..,. 0 l �'R' Z ' • • _..--JAMS STUDS AT ENDS '9��0 p��`� W o TD ✓'' OF WALL PER PLANS R• M PANEL END FASTENING . "M 0 PATTERN AT EA. END . EXPIRES: 12/31/07 OF WALL AND SPACING T T �,� TYP. STUD PER CPS PER S1-4EARWALL I I3EARINC WALL SGI-QED. B SCI-ED., TYP. ( Key Plan I I I • I . I • I I I A AN•INTERMEDIATE SUPPORT • I I • METAL W LL P EL FASTENING PATTERN PER 5l-4EARUJALL EA, STUD PER '--— H H +1-x -- SCI-4ED. SkEARWALL 5CI-4ED., --I�-- - - --- TYP. • ' .I BOTTOM TRACK PER BEARING EARING WALL SIDELAP FASTENERS I SGI-ED. PER SI-EARWALL •I SCI-#ED., TYP. AT ALL PANEL JOINTS. ( SLAB ON METAL DECK, I TYP. + • • • --I.}- • • • -H • I -- _. - _* • +; Legend =, • / _ AIIIIIL / • 4..■ r--\ I` . = PANEL END FASTENING PATTERN SPACING PER CF SI-EARWALL SCI-4ED ' BOTTOM TRACK TO CONCRETE SLAB ANCHORS PER I CF5 STUD S---TEAR/BEARING WALL ELEVATION S14EARWALL SCI-4EDULE, 51.02 01210201 TJD SCALE: N.T.S TYP. D CFS BEARING WALL SCHEDULE CF5 SHEAR WALL SCHEDULE AN PANEL FASTENERS MARK LEVEL WALL LOCATION STUD TOP TRACK BOT TRACK STUD BRACING NOTES TOP TRACK TO BOT. TRACK TO MARK WALL LOCATION WALL SIDE PANEL END INTERMEDIATE PANEL TO STEEL FLOOR CONCRETE SLAB NOTES LOCATION SIDELAPPACENG PA I I ERN SUPPORT TOP/BOTTOM DECKING (8) WEDGE ANCHORS EXTERIOR(@ 6OOS250-68 60051 62-54 GIRT @ O SPACING (5} PA I ERN (6) TRACK(7) ( ) W I ROOF-3RD PURLIN) @ 5'-0"O.C. 600T300-54 600T300-54 WALL MID-HEIGHT 2,3,4 - - EXTERIOR(BTWN 60051 G2-54 Si ROOF-3RD INTERIOR EITHER 20" O.C. 10'-0 O.C. 5'-0 O.C. 8" O.C. - 1/2" DIA @ 5'-0" ° 1>\‘'. E PURLINS) @ 5'-O"O.C. , - EXTERIOR(NOT ROOF-3RD EXTERIOR INSIDE FACE 20" O.C. 20'-0 O.C. 2`-6 O.C. 8" O.C. - 1/2" DIA 2'-6" ` 60051 62-54 60051 62-54 GIRT @ S2 ROO 3 @ W2 ROOF-3RD SUPPORTING • 2'-6"'O.C. 600T300-54 600T300-54 3,4 WALL MID-HEIGHT PURLINS) (2) PER LOW DECK 4005200-54 2"x 16 GA STRAP @ S3 3RD-2ND INTERIOR EITHER 20" O.C. 7-$ O.C. 2-6 O.C. 8" O.C. FLUTE OR @ 8" O.C. 1/2" DIA @ 2-6 W3 ROOF-3RD INTERIOR 400T300-54 3,5 S\31e) @ 5'-0"O.C. — WALL MID-HEIGHT EXTERIOR S4 3RD-2ND EXTERIOR INSIDE FACE 20" O.C. 7'-6" O.C. 2'-6 O.C. 8" O.C. (2) PER LOW DECK 1/2" DIA @ 2'-6" ' GODS 162-54 60051 62-54 GIRT @ FLUTE OR @ 8" O.C. r� W4 3RD-2ND (SUPPORTING @ 2'-6"O.C. 600T350-54 600T300-54 WALL MID-HEIGHT 3,4 3 DECK) (2) PER LOW DECK S5 2ND-1ST INTERIOR EITHER 20" 0.C. 20'-0 O.C. 2'-6 O.C. 8" O.C. 1/2" DIA @ 2'-6" 2 EXTERIOR(NOT 6005 162-43 60051 62-54 GIRT @ FLUTE OR @ 8" O.C. W5 3RD-2ND SUPPORTING 3,4 @ 2'-6"O.C. 600T350-54 600T300-54 WALL MID-HEIGHT DECK) CFS ShEARWALL NOTES: 1 F 4005200-G8 2"x 16 GA STRAP @ 1 SEE CF STUD ShEAR1BEARING WALL ELEVATION FOR ADDITIONAL INFORMATION 0 11/1/O� PERMIT REVISIONS w6 3RD-2ND INTERIOR @ 2'-6"Q.C. 400T400-68 400T300-54 WALL MID-HEIGHT 3'S 2 SHEAR PANELS TO 13E 26 GA. "U-PANELS" AS MANUFACTURED BY NCI BUILDING SYSTEMS, L.P. 3 WALL SIDE LOCATION REFERS TO FACE OF STUD WALL THAT U-PANEL IS TO BE LOCATED. o x 0 6005250-68 2"x 16 GA STRAP @ 4 PROVIDE # 12- 1 4x3/4" FASTENERS AT SPACING SHOWN AT ALL PANEL/PANEL SIDE LAP CONNECTIONS. .> 0 o E its- W7 2ND-1 ST INTERIOR GOOT500-57 600T300-97 3,5 Q) U co E @ 2'-6"Q.C. WALL MID-HEIGHT 5 PROVIDE A PATTERN OF (6) # 12- 1 4x3/4" FASTENERS (AT EACH PIECE OF PANEL) AT EACH END OF PANEL AND AT SPACING SHOWN in CFS BEARING WALL NOTES: 6 PROVIDE A PATTERN OF (3) # 12- 1 4x3/4" FASTENERS AT INTERMEDIATE STUD SUPPORTS AT SPACING SHOWN. COPYRIGHT - 2007 7 PROVIDE # 12- 1 4x3/4" FASTENERS AT SPACING SHOWN FOR PANEL TO TOP/BOTTOM TRACK CONNECTIONS. These computer drawings are an instrument of service and are the property of AA) I . ALL STU DS * TRACKS TO BE PRODUCED ACCORDING TO STEEL STUD MANUFACTURER ASSOCIATION'S (SSMA) Engineering. They shall not be duplicated,disclosed or reproduced without the 8 PROVIDE # 12- 14x3/4" FASTENERS AS SHOWN BETWEEN FLOOR DECKING $ TOP TRACK. written consent of AAi Engineering. Copyrights and infringements will be enforced and prosecuted. STANDARDS. 9 PROVIDE WEDGE ANCHORS AS SHOWN BETWEEN 1301 I OM TRACKS * CONCRETE SLAB. Client 2. BETWEEN ROOF * 3RD FLOOR (AT EXTERIOR WALLS SUPPORTING ROOF PURLINS) ALTERNATE STUD SIZES SHOWN SO THAT FINAL STUD SPACING IS 2'-6" O.C. 3. WHERE SHOWN, TOP AND/OR BOTTOM TRACK SIZES ARE NON-STANDARD AND SHALL BE PRODUCED ACCORDING TO \jirage TA L 60051 62-54 GIRT BETWEEN ALL EXTERIOR STUDS AT MID-HEIGHT OF STUDS. SEE G 4. AT ALL EXTERIOR WALLS, INS to rage L DETAIL G/54.02 FOR ADDITIONAL INFORMATION. 3) 5. AT ALL INTERIOR WALLS, INSTALL 2" x I G GA STRAP * BLOCKING AT MID-HEIGHT OF WALL. SEE DETAIL 1 2/54.02 FOR HEADER SCHEDULE Project ADDITIONAL INFORMATION. FLOOR FRAMING H R o FASTENERS HIGHWAY 99 &217 OPENING SIZE HEADER AT SUPPORT S.W. WARNER AVENUE o (#12x3/4" SCREWS) N TIGARD, OREGON Drawing Title 0 0-5 FEET (2) 1000S162-97 14 0 STRUCTURAL LL 5-8 FEET (2) 12005162-97 18 INFORMATION H AAI Project Number S-1 1 A07072 a, -v Saving Code Revision Suffix G 00 1121314151617 8 0 Scale Date Drawn Design N. 0 AS SHOWN SEPT-2007 MT a 41111„..1_,,//000111,„..00 _ . 1 2 3 4 5 6 7 8 , ,.. _1 0 (3) C4D CIO 6 ii ii Architect-. PROFESSION/ AIA . KEYNOTES- 0----. 9055 S.W. Beaverton-Hillsdale Hwy. Tel.503-297-5160,Fax.503-297-4635 11I-3" 20'-V 20'-0" 201-Ou 20'-0" A / / / / .1, 1. 4" CONCRETE SLA5-0N-GRADE WITI-4 *3 6 1511 O.C.0C EACH WAY - I AT CENTER OF SLAB OVER W (MINIMUM) COMPACTED FREE DRAINING SAND AND GRAVEL (OR CRUSI-4ED ROCK) OtUCTUR 44 %I I I 410 ..4.5.. -I I r-Trer-rreo r Ar ACCORDING TO RECOMMENDATIONS INCLUDED IN THE A.41) PRO,4, .. -6 I I I $00 r 00 0 0 0 0 0 0 GEOTECH REPORT cip4N, e N 0 /a + fo 1 '4 i 2 4",' 012 , CM U., 2. CONSTRUCTION OR CONTROL JOINT (AT CONTRACTOR'S 1 ..., )I i io - . . ,.......„ ..ro > Mini Z , 1 S , i I g o DISCRETION) AT MAXIMUM SPACING OF 121-0" O.C. EACI-1 WAY. t 11 - 6 ! 53.01 i ' , . or SEE DETAIL 1/63.01. 01 41 7 N t..9 . (1). IT 4411 7 0 %%la+01 Z L I - .4-' 4- 00 ; 1 00 3. 0 INDICATES CONCRETE SPREAD OR STRIP D R. IsS.C1' Li ..q.. .., - 0; .reztororzzlzf' 402-.1.17...."-:-.---------107..--z.reil- .(41,--..core- .draa--...rdri.7-- zemr-loreir- zezzow- 40=11119:0" ..,--4140=0•01, "'W.V.Vral ......47 .0::•,:y• FOOTING. SEE FOOTING SCI-1EDULE FOR SIZE AND RENFORCING. e, o 0 r- T r 7 r r 7-1 1" ''n or 1 "I : 11 li 1 : 1 i cgic(c2 8 I : I I i i: 4. SEE SECOND FLOOR PLANS (SHEETS S-202A AND S-2045) EXPIRES: 12/31/07 1 , N.0 53.01 # 1 I i i , ,, $ ,i co 0 1 1 FOR COLD FORMED STEEL (CPS) 5TUE) 5EARING WALL AND .t. t F-1 i t i : ij ., 00 r T3 . ) • SI-1EAR WALL CALL OUTS, AND FOR MASONRY WALL 13 4,...,4_0 ,........ ..* 41 .- 1 : '•--- P; 4, , ,,,,.:;,,,-- CALLOUTS. Key Plan 00_,_I__ L.,...,,,,„,,,,st:. : i 7'-• -----iii 11-0' 1-! , i r 1 it (1) T (i) (i) ci) T . 0,-.---, ...„.,,,:„., 6 00_ „...... .,„,..1 11,&:,+:,:-.441: : 4-1---„---i -&-..,„i::„..,.11 ; 1-1554x4x1/4 , I : 4, : !, : 53.01 I 1 0 L L IL- _,i. ,.,., ,,,..“,.,.. -1, , i i „ ,.,,,,,,,c . . ----o 0. 0 --I- . t-----1--tt,,, ,,„ „., . „„ ,. ., .. . .. , 1 ._ \ IL:_ +,...i__„:.:_,..,..,..„4.,,,,,,,,.......=„,„,„,„.„==....._.„,„..._,4_,,..,,..:,_,...,_, , _._.._,,,,"_.,z,L7,1====-1), 0% , 1 11 0- 7..,,,....- ,,. 1 j/--I 1-1654x4x /14) 11 i i __,,C),,,,,jr;r7; i 1 id L-0 ---1-. --- / r MitM1 i e_ ,. --0 ,, „ :.., I 7-A / 00 ii ,_ i 0 A 1:1 i , i i , i - „.„4.,,,,,...„ _ akott. ® \ - .,4...„.._,.,,,.....,4 ro -L.m.,,,-sr ..,, ,. •;,_ 1 , - ,„....,,hi • 4-1664x4x /16\. 1 i I , 00 1 II 0.__ 00 i I i ,„,,i::::.;:).;.,..,ic.:,,,,,,..,,,,,i,::.:.:•,.,.:::,,, $00 i . \ 53.01 1 ! li ..4 i.i. 00 1-- ! ? Legend 0 0 L.....i. \ i i 0 C v " --- 0; -N. .0 ,, 11 , -.. CMU WALL 6 TYP.' ie.o ,o Agat' . 0 L -1 0 Ogg. r •,,.. . .0 ./ 53.01 11- 1.,6....„:„.i 1 ,nsg- CFS STUD EXTERIOR 1-456,h x5/16--'1" I\ 01,.I ' , r----1:.-I---1 Ns." • /I. li\ 1 i \ I l' \ i 1 ROOF I RIDGE Al5OVE 4 53.01 I 0 SHEAR/STUD WALL I CFS STUD INTERIOR I , SHEAR/STUD WALL ri 1 1 1 11 I 1 4,,,, ,-4, , li L. , --1.1 I. -I- J. 1- -L. J. - - - -I L I I I i_l_. A,), '',:i is\ i it -if- -k.it.77._-Itt., 4'' 4 \ \- 1, „ , I A j ,Ar.",.7‘""7:,..7-if ttr_ ' 'a..1= - , -.aminimaim 4 ill I ill wil RI Pm a I I i 0111 11.1 I I I I.1. . ';::- -1021.',..1561 ..,-.17:41=7,e- ....,......119=77 -.910."-1,AVAr ..111.40177740=.1.4,.....-........02TAW -1 r -IA% i' -'1- r 1 A r i 1 1 ,.,,,,. 6 C.J. L__ --J I I- ;,. /0 1 I i---'-‘,-- i! #0 0 I 4, a L J ii I 53.01 /i 1-15S4x4x1/4 010 1-4SS4x4ix5/1 I _4_1 0 -n #0 _t D r 74 .,...,,,,,,,,-.4 i 797---- 4 a S b, w , - al n 00 0 1 , .., g> 00 f-I ._ ,„ T )-- /0 -6 -6 '55.4 ''''' , I-- /0 /0 10 STEP FTG. il ,,, Nt. " r.l.t,r 1 /I ..1 il r" ... I.!A C) r I Ti b 41111■ 11 0 SS il 53.02 1 011 li ,°1 CO CO \ vr i I i i i 1 I I H 1 0 li 1 . 0 t ' g d . It i.,, L J I 1==L.,,,,,,r---.;-.;;11 K \I (2 - - ' L -1-1 53.01 4 r -1 .4 Vi 20'-OH 2Ø'-Ø "L' TY0*). ' Si /0 , , / LONGITUDINAL oo RE NFORCING t I OC c>••' ... E b 3 or oo t, EP INIIII El 144/Cla* <c, 30 ._ rA,--1 ST FTG., PI GI C6) III .6 illt o 53.02 oo /0 TYP.0 r, ,t,,, , WA --.: c03‘5?)‘\1\\ .., ,, --' .1 11 0 Ark TRANSVERSE I r --1 6 00 "i i 1 53.01 RE INFORCING FOOTING SC1-Er)uLE -F--.......1 , t I # oo TYP. 411 . (F) \ li ''-- 4- ,....1 + 1 H li li / 4 '0 n _ -rypE LE.N.L.F1-4 WilpuiT,1-1 DE,,D71-4 LIREONINGFI0TURDcININAGL RETRANNF 50VERCRIN5GE REMARKS 3 1 1---- d 1 i ,0 #0 E L J I il '01 0 0 CONT. 21-0* (3) 414 - L ,---I---I L, /0 , T 3 14J-0" b ® CONT. l'-0" 1'-0" (2) *4 - 53.02 / 2 • . . , 8 SIM. 53.02 (11) CONT. 2'-O" 11-6" (2) *5 TOP *4 STIR 6 1Sli O.C.0C aNN .4 9 F .6 elm. 530 ( ) *5 E5OT 00 0 11/1/01 PERMIT REVISIONS ...! 6 @ O. 6 6 6 Y.7-...Y CONT. 3'-0" l'-2" (2) 414 TOP *4 * 18. O.C. 00 c 0 WE3x31 TYP. az-LUF3x31 TYP. 00 6 , , 0 x al :(25. ..-- 0 =12 (3) 4.4 50T ...g`n _ AT GRID 2 0 0 CONT. 31-0' l'-an (2) *5 TOP •4 STIR 0 lei O.C. > = cu E AT GRID i 0 0 (0) c a) 0 _____ r 1 ir-ri... , .., ___..1 4 ro 0 . (5) *5 50T ct o) in x 6 (11) CONT. 1'-2H (4) *4 - COPYRIGHT - 2007 (ill \ ,,,, . .,,,L.I_ /.. I i I------I i 1 1 -1 /0 /0 /0 /0 Io 10 - - - e . 0 ESI-0* O'-0" , l'-4" ., (9) *6 (9) *e, These computer drawings are an instrurnent of service and are the property of AA1 Engineering.They shall not be duplicated,disclosed or reproduced without the written consent of AAI Engineering, Copyrights and Infringements will be enforced and prOsecuted. *1 L -.I 1 r 4 (1) 5I-0I 10" 10u (6.) 4'5 (6) *5 I I 6 Client L -J 4 0 CONT. 3J-6." 11-2' (3) *5 *4 * le* O.C. M i ra g e 3 0' Ali 0 00 #, _ 53.02 r $:_ STEP FTG. 0 CONT. 4`--(2," l'-0" (5) *5 *4 6 10' O.C. 53.02 2'-0" 6 G 7a . 0 4 53.02 , ■ oo oo oo 0 NOTES: Storage r- ----I 1 1 73-) 10' CMU 1 1 Ark 1 "---- .4 L 1. CENTER ALL FOOTINGS E3ENEAT1-4 COLUMNS UNLESS NOTED OTI-1ERWISE. Project g \ \ I 1, 1/111111111111MMIll' IF -74- A . #, 53.01 2. PLACE FOOTINGS DIRECTLY ON UNDISTURBED NATIVE SOIL, COMPACTED ENGINEERED FILL OR A5 OTHERWISE NOTED IN THE GENERAL STRUCTURAL NOTES. 0 cii 4 --.---..rd ozir;0ZdisredYiZ0 ,0Yjv.e.~.eZeAeeefe-e7: 7....- $1 Li 1 1 ' R.L' 1 1 1 14, , do TYP. 3. UNLESS NOTED OTHERWISE ON DETAILS, PLACE BOTTOM RENFORCING 3" CLEAR FROM BOTTOM OF HIGHWAY 99 &217 - 0 r--,, t-T-t-i-f--- t-1--r-rt. r „ , „ 0----- 1 /1 FOOTING. PLACE TOP REINFORCING 2" CLEAR FROM TOP OF FOOTING. PLACE ALL REINFORCING 2" CLEAR 1 1 i--- .6 i 4-+i-t-4.-t-----1-1.-÷t1 , 1 n i 1 01 1 p J 4 FROM SIDES OF FOOTING. S.W. WARNER AVENUE 1... L--Ff.+-t--i----1-4--i-!,1-i--r- -4-:-,-,-14- ! : , - : , 1 , , ,:i c, TIGARD, OREGON c, _ _ P.11,-.9:feeeirlir ."";#1.--,,,,,,,,,14z.r.a"-•■•-■...rezeicrar """ArArf..1577.,,-41 1.4 - ___N 41110 c\I 01 \ - -- 'N. \ L-1 0 Drawing Title 0> z S c., 1 FOUNDATION FLAN (PARTIAL) © 53.01 FOUNDATION PLAN , ._ 0110, -20iA SCALE: 1/8" = 1'-Ø" it ) I 10" CMU I ( (PARTIAL) H 4"Al, 111-3" / 2Ø'-a A. 20'-0" , NORTH AAI Project Number 0, A07072 -201A . .. , .,,E 4111 0 Saving Code Revision Suffix 0 1 1 2 1 3 14 1 51 6 1 7 1 8 ... C.; 2 0 cv cv Scale Date Drawn Design 0 1.... AS SHOWN SEPT-2007 MT a . . • . . . : • 1 I 2 3 4 5 6 7 8 11 1 1 v- Jianjee -0 Architect, P.C. N CORPORATION AIA 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.com A ...i 6 0 ® 9 ("-- 1 10 1 ..___I 0 0 0 KEYNOTES: C)".• L 4' CONCRETE SLA5-0N-GRADE Wm-4 *3 0 le" 0.C. EACH WAY 400211244 fatO S PROfto n. 8 .42 0.cli Ct e a! AT CENTER OF SLAB OVER 6" (MINIMUM) COMPACTED FREE '' t N 0 / v. 2311-3' / DRAINING SAND AND GRAVEL (OR CRUSHED ROCK) .1 + kr as "fr, L L.I 8 A 4' 201-0' / 201-0' / 20'-0" / 20'-0" / 20'-0" f 20'-0° 2Ø'-Ø ACCORDING TO RECOMMENDATIONS INCLUDED IN THE i 6' °41 t . / ....• Z ,8 22 f GEOTECH REPORT I i ' Aq - - 9.6 40 -8" I I ), I' , yi , -E iN (9 I I 2. CONSTRUCTION OR CONTROL JOINT (AT CONTfRACTORS ox`a * 1 .... 4), i A_ 11%.. Z •?-•- DISCRETION) AT MAXIMUM SPACING OF 12'-0" O.C. EAC14 WAY. - • 74 I s COI- . 6-6 ° * W -E 0 SEE DETAIL 1/ R. P I I I 53.01. 9 e..oi ci 5301 3. 0 INDICATES CONCRETE SPREAD OR STRIP I EXPIRES: 12/31/07 I ,.... FOOTING. SEE FOOTING 5C14EDULE FOR SIZE AND R.EINFORCING. .:,• B C.J. 0 I -1 Key Plan 4. SEE SECOND FLOOR PLANS (SHEETS 5-202A AND 5-202E3) 1 a \ \ FOR COLD FORMED STEEL (CF5) STUD BEARING WALL AND ? ® (-1) ® (i) T ro,r iu- _ -.Iv '.:0 lUI / r -r t-r •: --I _ . 0 t ' , , i 4,:> i t 1\ ' i -----... PI:j ,1 i h it 1,; I . , l'-- "1".-rif 53.01 II 514EAR WALL CALL OUTS, AND FOR MASONRY WALL CALLOUTS. . . L_i________il___ . . . ____ z I ,, : I it* .11„. bi 7.4- 0 :: „ .-t f3 0 I -, it J ro 0 i 00 . .., ., ki 53.01 i: C..) L'LT-r-TTr-rti- . *--i 00 00 I-- : 1 t---, 00 4,„,11,4_.„.„21,1 ile.,45 1 1 i 1 1 0 pittitlaapopost,toottnNt 4 C.J. ' ,.. IT, ,I! 't fir: 1: i!'s, ! I 00 0--- - -0 E r ....1 L ...1 ' , 4 / 00 .,,i,,,‘.,.,,,_,a,,,,t1744, 4,..t.„.,, 1_4_ 00 I - -I '0"4,',02" 4.07=0"../1' ..:::.-A, , - \ \___ 4 . r. 11 r--------h----^r- -1 --f ,- -,-- 'T 1- --1 ' r L. '1 3 a- --I . $4. i 1 ,, „ 1 I /I .' 0 ; , • o i 1 i t 11 . '1) , , ,1 i I I I 0 00 b 8 fl 11 ,, i i H 1 i :t 1-1S54x4x5/16 00 oo 53.0 0' li i 11 II , 1 ! 0, 0 0 0 0 444 .4; t, 11 . 1 : 00 Legend C C.J. C.J. 0 C.J. A 11 il ...I 01-- ---di' - ' ' 1, 11 il ' -"I - - 'Ili!' v ' 11 'II! ' L , ! : -1.4.,--,-.-7 -4 $$ $0 b r- A, ; 40 16. 1 CMU WALL 0er /Or 4r A Or Ag.7.if, Aa t 1 '?.11 -L..;! I- 4.A.::11 ._. --.....1., -I A00 I _. 71 U ,0 r -r- '7 r -r- "T r -I- -1 r -r- ft, 1 r 00 , 00 , 0, ,, 1,11-0' 1 ' 00 00 r i-' 00 NEWERfamos c,Fs sTuz) EXTERIOR 00 1 f.1 TYP. i 00 00 1: i L .1 i 00 SHEAR/STUD WALL , -,_ oo 00 • 0 0 , i ,. , , - ! r 1 0°B I 5 I 0 1 it C) 0/ 1! rri,f0.1 o 11 , rrp. oo go . • CF S STUD INTERIOR 0 :i ,,,, , _,_,._ , ,,,„.„„ _..„„„„,„..„,___„„.„,„._ ,, :, li L 4- i-- . 1-''' -7-T 'I 51-1EAR/5TUD WALL --,--- . :1 ,„,,,, ,,, of \ ii: ,Fac....: - -,14:1- - ------F- '.-----------------;...-: 72.1-=:::',.:=7, ; ''"- 10 .„....1. -3 0i' ,• i t , f- 00 77.77ti-* --I 11 r -irm 00 00 i: 1 1 'i,.. 1._ li i 00 00 0 0 " 1 ,! I 1 1 L II 00 Cei 1 .; , il $0 r":":1 _ L, 1 , c-f2.--i d -6 4 - :it 11 ii r , 11 t- t, 1,1 . 1 ::,t,,,,il• - : 53.01 i 1--"r ii , 00 D i 1 ii L , ...4............., -i 00 00 00 t -J ' L. -I L. -1 I I- -I -J t, 00 I t; I t II - 1 00 -6 it 1 1 r --1 r i I r 0 i t r i r i r. r_ -t-r-L -1 •0 0, 53.01 / , t r , ': „ 1 STEO:' 100T. 00 : !! I 00 11 C.) OF F,Td,;., TYP. 11 k Allili , 1?, i = L 5301 L. _I ' L ..1 L. ...a I._ ...1 L. .J I t__ _if!___ @ 1 : t.17 7171 11 il 121-0" 04 r- -1 r -1 r r --t r -1 r-- -r.---- I / 00 1 c) r ! 1 00 , li 1113111 , 4 , i , i i 00 ---P e.Ø1 63.01 TY . I 1 1 i 0°$ 00 1 1 : L ' I- -11- -r TYP. - L,,,1 \_ $/ _ 0 • r 0 L„1„ 1 1 ..i. i 11 00 „ : „.,__,_,„ „,___„ „_„,_.„,_„,,„,,,, „, __„_ 111 I 1 5301 0 r - 0 0 LIBIEEI5OT : 0/ , . . , i''''''''- 27X.P. _I ' A-..-..4- •-f,„::' .4- 1 OF FTG., , 53.01 _trt,...471., t 00 1 0 i 0 0 : i i r I-IJ I 00 L____ L.....J L_J TYP. \ 1 L---1 F-I : to E Ar- -- 1 0' L TYP. 74 „. ,. - - -1- - -Ti I i ek N , 0 11 VP 1 0 0 I 11 0' 11 ,, h ram.: 1 i i h II il .i :, I 1 c030e. 1$ 0 0 1 44 1 %i , il J $0 r g I • 11 !I ,, ,, , I 04 Fil d ,i I li I P , ' 1 P: I : 1 ii I , , 0400 C.J.I_ J L .L L- J .L L. ._1 .1. L. ...1 J. 2 I. L ii ..1 1 -ij i_ J____41 ____.1. -i / A I 1... 1 1, 1 I i 1 ei ID LONGITUDINAL .....,-----..=:::::-....coitv.tar ..r."44----,74- ..."./..a.-- .4.-;.-.=. .welly ...- 'ZZO'./..at" 1' ..0502:1,'OW 4' .0:41"...1.7 ....,...............f=0"411V" .217==:107.4:-. L r 1 REINFORCING ----- --- -1 \ 3 C.J. 0 C.J. e C..). 12 WALL C.J. TYP. 10 401-0' O.G. e , J =Ill 2 Ili f3 53.01 3.ØI UN.O. MI 53.0I 1 _4.1 $3.0 TT . I a WI 1 F i9 I \ TRANSVERSE 0 11/1/01 PERMIT REVISIONS I I I I I E 1 FOOTING SCi4E UL E REINFORCING . c a) m I I TYPE LENGT14 WIDT1-1 DEPTH LONGITUDINAL TRANSVERSE REMARKS . 0.0 x co i.i 122 = .x "L. "W" "p" RENFORCNG REINFORCING a) (0) co c En) w co ® CONT. 2'-0' 1' Ø' (3) *4 - CO ct , . 0 CONT. 11-0" 11-0" (2) *4 - COPYRIGHT - 2007 . . I 0 CONT. 21-0' 11-6' (2) *5 TOP *4 STIR. e lam 0.C. These computer drawings are an instrument of service and are the property of AAI Engineering. They shall not be duplicated,disclosed or reproduced without the written consent of AA!Engineering. Copyrights and infringements will be enforced and prosecuted. (5) *5 50T 201-0' 2Ø'-Ø 2Ø'-Ø 20'-Ø' 2Ø'-Ø 20'-0' 20'-Ø' @ CONT. - 3'-a' - 11-2' (2) *4 TOP *4 * len O.C. Client Mirage (3) *4 BOT G 6 0 a tr, 1,11e-D N. 0 • • 0 0 CONT. CONT. 3'-O' 21-0" 11-e3" l'-2" (2) *5 TOP (5) .5 E3OT (4) 44 *4 STIR 6 1e3" O.C. - Storage g 0 f3' 0a 51-0" 11-4" (9) *6 (9) 4'6 Project c) e 51-0' 5'-0li 11-0" (6) *5 (6) *5 . c.-- s' 1 0 CONT. 31-6" 11-2" (3) *5 4 6 .5" .0 1 O.C.0 . • • IGHWAY 99 &217 N. .W. WARNER AVENUE o 0 CONT. 41-0' 11-0" (5) *5 #4 6 10" O.C.0.C. co TIGARD, OREGON c., > Drawing Title 2 NOTES: c..) %PI p.°44k 1 FOUNDATION PLAN (PARTIAL) 1. CENTER ALL FOOTINGS E3ENEATH COLUMNS UNLESS NOTED OTHERWISE. FOUNDATION PLAN .. .... SCALE: Ite," = 1'0" 2. PLACE FOOTINGS DIRECTLY ON UNDISTURBED NATIVE SOIL, COMPACTED ENGINEERED FILL OR AS II: i -201.: OTHERWISE NOTED IN THE GENERAL STRUCTURAL NOTES. (PARTIAL) H WORN .3. UNLESS NOTED OTI-IERWISE ON DETAILS, PLACE BOTTOM REINFORCING 311 CLEAR FROM BOTTOM OF FOOTING. PLACE TOP REINFORCING 2" CLEAR FROM TOP OF FOOTING. PLACE ALL !REINFORCING 2' CLEAR FROM SIDES OF FOOTING. AAI Project Number 13) A07072 S-20 I B cci Saving Code Revision Suffix , ---sa 0 1 I 2 I 3 4 1 5.3 6 1 7 I 8 Scale Date Drawn Design ca r■ AS SHOWN SEPT-2007 MT -cc _ . . . . . . . , 1 2 3 4 5 6 7 8 • al Jivanj e e 0 0 0 4 0 Architect, P.C. PROFESSIONAL CORPORATION KEYNOTES: 0-"■ AIA 1. "W2" x18 GA. METAL COMPOSITE FLOOR DECkING 5Y ABC, Tel. S.W. Beaverton-Hillsdale Fax.50 -29 Hwy, vanje @dump .cor Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.coin 11'-3' , 20'-0" , 20'-0' 20'-0" I 20'-0" TOPPED 5Y 2-1/2" THICK CONCRETE SLAB (4-1/2" TOTAL A SLAB THICKNESS) REINFORCED WITH 6X61 - W1.4 X W1.4 6" 0 o E I WELDED WIRE 1'"1ESI-I PLACED AT MID-DEPTH OF SLAB. ; z ,a> e� � trm °1 ( t I } I »»»'»» 2. SEE FLOOR FRAMING HEADER SCHEDULE FOR HEADER 0/9:35 ���D PR plc�t` § �, a 3x8 BOND BM 8 AT •, e t N ` 't = W >- �! (2) I I 1 SI .E AND CONNECTIONS. �► 4 4 TOP OF U1f4�L UJ ( i 1 2 W 8 A "5 1-10RIZ. EA. BOND , g 8M © 3. INTERIOR SEARING WALLS CONSIST OF CF METAL STUD ••� Z M 4 f ' '� 5 I r SUPPORTS WITH CORRUGATED STEEL PANELS. SEE / - w° . N 7 54.01 TYP. 54.01 STRUCTURAL WALL KEY, SHEAR WALL SCHEDULE AND Gt s�~ ,,I M1 / r 1 0'► P z - (5) '� 7YP. YP' _ SEARING WALL SCHEDULE FOR ADDITIONAL INFORMATION. / . �,r o_ L1 J 6_.., w wi rte►.r wi/�r awi�I, wi Iwi wi wlii- ,.�rwi>.�.� .�ii>��, iii�Ari��i.► si12iiJ�.iw.ri wi��i.17A: __..,,...:.,.: M^ 're irr���w>1�wwt m Jr1•w>.II:•∎∎ 171:177.4>1I ♦rw��Iri>��wiiii Q N ,r ""�" "' " {.._. 4. EXTERIOR SEARING WALLS CONSIST OF S" OR 10" CMU R. fi O Ir MASONRY WITH ALL CELLS GROUTED SOLID. SEE EXPIRES; 12/31/07 i. I ' MASONRY WALL SCHEDULE FOR ADDITIONAL INFORMATION. !,,,,,11 co in r' 1 E Im.,_.,.:.:...» ._„;, >,:w:..»,::,.^.»„ ... 5. INTERIOR JAMS STUDS AND HEADER SUPPORTS: Key Plan ra B ", ^.., :, I 54.01 .,jil ...., (2) 6005250-68. I 3 6 9 if L3 ABOVE i i .i t TYP. , I Q ;, �w I % 6. WX INDICATES SEARING WALL CONSTRUCTION. SEE CFS t t t p --� Ij . .W (3) 4 I I BEARING WALL SCHED. _I _Li _--_ - to ✓ :` I oflP ' M1 0 t t ,- -0 . 1 z k ,..._-_. _ . : ;r / �' -1. S CFS METAL SHEAR WALL. SEE CFS SHEAR a .. A A INDICATES t D E Q i r {3 .,..mw.-,:,.»..... „`. ...:., :C......:..w»».-,.,...:.,,.^..,»..:........:............... ............. ..,.,..,.....»»w ..:. ,.:..,..:....,.."$:':,."■1::, ...`t.. �.:.ill.. x 84.01 �' ..w:m..:,_. .:. ....w 3 / WALL SCHE t,) i, �:W1 x)42 - / L D. _ -- �..�: 12A � � ilk :.. TYP. .�St,;:{.z,. � i 6 ------ W.TYP. % ' i • 2 �� c',-, . ';LYE S CvS.`R 'a a��£bJS•J.�2Fo.a D '-0 4.0 I :::.... ,, .,, (4) 0020-68 JAMSTUS. :• CC) • -. :.,..._....._,.w TYP.-6 Txp w. 9 HS4x4x1/4 GOLUMN r ». 1..• 3 : ' <3 1 Mi y 124 1= % E_.,,......... 10. EXTERIOR JAMS STUDS: (2) 600162-54 0___ r::**,., or ! \ 4.03 10 / .,..,_..............» --.,--`.r-. r-�.--, ;I (4) 4 \ it , 3E Legend Ir �� £ \ 12A i ,� E IL EARING WALL SCHEDULE AND DETAIL 12/54.02) rrm. .. .. wwm s ,. . :H.^ .,..:,w.... , TYP. E SEE CFS B C ALIGN 5aW :Iu 1, TYP. ', 0`.,, ABOVE " (� 12 TYP. g 53.02 .�.�_..� 6� olb..... .. W12x65 4.0' _M,. .�,. w r,_ . �_: m..�. ,..._m TYP. 1 »».. ....�. 4 » 1. '1 CMU WALL :w.. 1 g 54.01 e* 1 \� ROOF TYP, I� L € © m :mm_ STUD EXTERIOR { x RIDGE TYP. CFS STU I ..,r�,�i ,�1 Q i t ABOVE SHE AR/STUD WALL i 3 j: \ f 1 12A (4) *4 (5) *'4 / ■�� it I , _ CPS STUD INTERIOR r) \ r 1,4 �/ / 1 i /M'.w::...... Y..�. .. ,:' `.a,.....,.5..-.,,-..w.....w aw..c. H........' 46,{,�ti■ 1 ; 'rw>' I '`_>' >'Y i. , • / Y > i- .� �- z->is- .�i>r>is- .�i>r>i�:�.- -_J.i�w.�.�- �..� Ji>.:>ir .,~iyzw.> SHEAR/STUD WALL � �-W12x��o a. . ..5x10 U,1 01 r� i w M::°.::.wv:,. I �i ABOVE TYP. TYP. 5 1 x p-' ii 54.01 t� ix X (24) 411.41, // D I a N I Nt E - W2x26 .....�.. #, (24) *4 I # 6 (3) 112x40 �� MASONRY SCHEDULE 'fi c.. ,0 I REINFORCEMENT INFORCEMENT N MARK THICKNESS NOTES ink »»»»»»»»>� I I ( VERTICAL HORIZONTAL f 11 /1 LP % f 1 M1 8" #5 @48" O.C. #5 @48" O.C. ., r 1 gIM. << � M2 10" #5 16" O.C. #5 48" O.C. cr_ 12rx26 Hx26 / I 0 - - � := fI NOTES (3) *4 = : ...a ,, I I I . GROUT ALL CELLS SOLID i: viioiiii n 201-0" 20 t-0" /1 , , 2. PROVIDE STANDARD 180° HOOK (AROUND VERT. REINF.) FOR ALL OC NV ci-(11) *4 X I $I IIORIZ. REINF. AT END OF WALLS. E to i 54.01 3. PROVIDE 2'-6"( MIN) LAP SPLICE AT ALL #5 REINF, fc;) 1(k;L .0<c‘ W12x26 ._.. W12x26 % 4. PROVIDE MIN. OF (2) # VERT. @ 8" O.C. AT ALL ENDS, CORNERS 0\ 0 C r I OR INTERSECTIONS OF WALLS W12x40 0 8 ».^..,.m_..,..,.:.m.».m„ ii 5. PROVIDE (2) #5 CORNER BARS W/ 2'-6" LEGS AT ALL CORNERS $ Co•Ole) ......... . . . .... . G �� 1 4 INTERSECTIONS OF WALLS AT CANOPY r 3.02T _1 4P G. PROVIDE ADDITIONAL HORIZONTAL REINFOCING IN GROUTED CIO 0 , ,1 H ` I BOND BEAMS WHERE SHOWN ON PLANS. ._i 3 I Wi2x53 / 1 ;. 1 %r 2 H �%i U >- f it 0 I-- W12x40 0 I N / I • F U b to WI2x26 W12x26 TYP. 11/1/07 PERMIT REVISIONS Allk 0 /I It to 2 I rr T.. ,� x W12x40 TYP. ei m co i / in 0. COPYRIGHT- 2007 Ir• 1 These computer drawings are an instrument of service and are the property of AM Engineering. They shat)not be duplicated,disclosed or reproduced without the 0 - "'- •� -w•'•- -m-^-'^�^w^ '^� �°'^-'^ written consent of AM Engineering. Copyrights and infringements will be enforced and prosecuted. 4 3 A I Client 0 4.03 . 4.0 TYP, _ 0 ALIGN W/ CPS STUD y'� r' WI2xI0 ,;r 5RG WALL ABOVE x x 1 - TYP., UN.O. Ml rag e cv X (2) '4 /1 = 3 3 0 Q 'J W12x26 ABO _ �� r Storage W12x26 I 10 (4) *`4 - 0 Project Vim.»._._..}Q".>CMI:! ,..,,_.................:.»,. ,. ,w.»........^.»^.........:,,ABtivE0 /1 �� 0$ n .,,:.,:_�mm t��.��drefir©e 4.�����. 140..���.���.17:40!"X.. Ad., HIGHWAY 99 &217 o v M2 1 lin i /' W12x19 r s - - S.W. WARNER AVENUE UE a L ` - - I - .... �� %i..i.... ': .i. ......i��ip......5��.i::,� TIGARD, OREGON N 'o _ W10x12 M2 Wi0x12 0 Drawing Title z 4 3x5" BOND 5M'S AT TOP OF ° 54.01 WALL W/ (2) .5 HORIZ. EA. 2ND FLOOR FRAMING I I 10" CMU SoND BM PLAN (PARTIAL) H 4"4, 11'-3" 2O'-0" f 2O'-O" '‘..1.41k4 1 2N1D FLOOR FRAMING ELAN (PARTIAL) AAI Project Number . „ A07072 5-202A b kat,/ -202 4 FIRST FLOOR WALLS BELOW 51-4OUJN. SCALE: I/5„ _ i,-0 Saving Code Revision Suffix N NORTH 0 1 2.1 3 4 516 718 Scale Date Drawn Design o AS SHOWN SEPT-2007 MT o I , 2 3 4 5 6 7 8 11 Jiv-anjee Architect, P.C. 11 PROFESSIONAL CORPORATION AlA 0 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 A 6 a ,a 0.0.._iTh 0 0 CO KEYNOTES- (1)-----. Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.com ,g (9 Lo 0 E 2311-3' 1. "W2" xis GA. METAL COMPOSITE FLOOR DECKING 5Y ASC, d.1 SU - CTURA, i Z "04 .). 8 t c. - , s TOPPED 5Y 2-1/2" THICK CONCRETE SLAB (4-1/2" TOTAL 0.0 PRO, k 20 -0' A 20-0" / 20 -0' / 20-0" / 20'-0' 20-0" 20-0" 51_445 T1-1ICKNESS) RENFORCED LUIT1-1 6,X6; - W1.4 X W1.4 \‘' I% Ct e N Ch / G 1 N e, % ,., -8 = Lu 0, } f b3-- 40 43' UJELDED WIRE MES1-4 PLACED AT MID-DEPTH OF SLA5. ' 47'. 1,262 ‘*-40 . w / I I Z 8 m i- --1 Kt E E FLOOR FRAMING HEADER 1EDR 1-EADE R 3xS T " 501\10 5M'S AT OP OF I' I- 4 2. SE 5C4 ULE FO in SIZE AND CONNECTIONS. WALL W/ (2) 05 1-10RIZ. EA. 1 41 I A t3OND E3M 0 2 9 Z 4 , 4 _ cit%+Vb 0 ...,TD 3. NTERIOR SEARING WALLS CONSIST OF CF METAL STUD "ie--`--- 0 u_P 2 i° R. & u..1 :...s. Arlik ) A c... .t-ij ) 1 fa 0 c, .. }- N5.... 4 SUF'PORTS WITH CORRUGATED STEEL PANELS. SEE STRUCTURAL WALL KEY, SHEAR WALL SCHEDULE AN I I D . 4 , -o r) 6 . 54.01 0 65 x }.- -. 14-1 !BEARING WALL SCHEDULE FOR ADDMONAL INFORMATION. EXPIRES: 12/31/07 (2) *4 4130vE cf) 1 yer7.4, 49v 1; _ ._____Ac. ,•,--, 4. EXTERIOR SEARING WALLS CONSIST OF f3" ORIO" CMU B / 4 FAr 401A trAtOPMWArg Mr miiiiill•11•••••••NIN11•1111111110 c,I,'•'IT T.-2,,T1,-' •--- .., ., ,; A's 1, Key Plan LUI :4 : :i ___L,-; -, ii Ai MASONRY WITH ALL CELLS GROUTED SOLID. SEE Z :1 ,...., '-..: -,,77, cup .. MASONRY WALL SCHEDULE FOR ADDITIONAL NFORMATION. I M"lrYP. , ., Qi T , , ill OW:, 5. INTERIOR JAMS STUDS AND 1-1EADER SUPPORTS: . 1,,,,,,,•.w<•ur..1-a-, ',K..- 0 Arlik '1. i7,40,- •• 'L. "I'-: - 00 0 &., w(x2) ØØ '2Ø- -, -L L IL_ ..,.., ,,,,.-,,tso;: _43 t , ,„. . A 0,, Faxfo,.5:,-;01,4 5401 , • , , , 4 .,'I 5 :: 0, 0, 0, _ -.), \--. 4 0 E !SEARING WALL CONSTRUCTION. SEE CF5 I ,:4-swevpstwara.we i.mittw4,444 ,<AANNit-,..4,,,,,44 ,v,t.4.304.woar,;:."Ms -„tt,Wim -1------ ,....„, ,, .....rx....); Ariz:: 4,--...................-"Arave .../.121.17! 4 . 5 I ' ' ' ' 1....... --, -I dr-- 4 si fa a a FA 59 pa al rst Er 1! i : J i I 1, • !I H ,, i II(5) *4 ;; ,. 1 i I 1 1 i I .„ ,„ ., t 0 , 0 i i = (2) *4 go r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i'S) I -6 .6 . -,„ E3EARING WALL SCHED. -1. AS INDICATES CF S METAL SHEAR WALL. SEE CPS S1-1EA R WALL SCHEID. cs. ---, • r . C • ,,,,,,,..,,,,,,,,„,,,,,,,....,..„.,,„,,,,,,,,,...,, .....0 ...' _ 0 TYR ,..o,r a : < 1! ii i 1 5 ' 00 00 tO - S. (4) 6005250-6a JAMS STUDS. fa-- ''-!1, -, ; 1^ , , , tt:,.! ---.,,,-;-...,i-------,--P„,,-!------------I j,---------0 L.4----- -4,i- • -411;-- ,o _ ........_,., I , I' , i' 6 9. HSS4x4x1/4 COLUMN. Legend C or 00 • ,. ii 0 1. •i...,,,_ 0 OBI 01 ■""v"---..0-■■•","*"--,e-v."---.4.---Ne"----se"---,e---."--.#",e-Y-ve--,.."\e"---e• e"---, 0 0 !. : 0 0 0 0 #.1...,0. EXTERIOIR JAMS STUDS: (2) &001&2-54 •0 (5) *4 I TYP. 00 0 i' i 0 0 1... 1 CMU WALL o' Ull i 00 TYp. 00 1 r, H. SEE CPS SEARING WALL SCI-4EDULE AND DETAIL 12/34.02) TYP. i $4 4 - i i, 1 FO STUD E3RACING AT ALL INTERIOR WALLS. 0 1 i TYP. o ) 0. 4 ; t, A ...... ovevomotmtm CFS STUD EXTERIOR 0. : (5)•*4 : . MI , -.......■,....../ 00 i : i __ 00 = ; 1 it S1-1EAR/STUD WALL . 54.01 .L._,.! TYP. t 0 t \_ 1' .................),. .0 J., ' ._ . A 1 t ' TYP. ,/ ' oi 11 Ml 10111111111110 in 1 I ( M 1 ) 1 I 1 Ii .I',!' . , - < : - ,i t '- -;, 1.--;-;--1 V ' , . 0 0 0 0 0 0 0,0 TYR ZO • ( CFS STUD INTERIOR - 1 . Int 1 Alli . *3 * 24* O.C. il ; P , SHEAR/STUD WALL 0 . , ,. • .i.. 1-•-•-•-..= . ,e *4 (5) 1 ,; 54.01 ADD'L i 0 •!' ° 1111111111 LI link -6 1 1" --. . 5, .d i, _.... r- TYP. - 1 : Pt 54.01 Ttr. 00 ., r-',' : 0 ; ,, ' • 1 -■ - Url „ i i i I 'i Gt*II:> 12 00 00 A <I TYR 1 i ; I ( I N.. .----...--, • , • Tr... (5) *4 ., , :i! ,i, 111111•1•11■111■1111•111111i' ; Z 0 0 0 0 0 0 0 0 0 0 I -6 D ,.., ( mi ) _..... _ 0 •1111111111111111111111•Nl 1 1 ; , : P Anik Pl. 0 TYP. : . t 1 0 :. ifilk 00 t 0 'Ift 1 A INNINIIIMINNIIMI I WI W 54.02 , r r TTP. 54.01 , '-...,......."----/ - !'l i ,.......,.......,,.... ., / -4- ti TYP. TYP. I :, • • ,. P (2) *4 •I 1 , 1 ,o J . TYP. t „ . , 00 Aink , , - . I , .! Ai , .. 41% 1 ; . , _ , . 21 TYR W1 TYP. •01 01 01 ( ) *4 54.01 i f i 54.01 V , 4W1 0 0 P; \- • , TYP. , . . . TYR TYP. i _ • • 0 , i, 1 - ',11 . i . 0 - t 0 ,i i , P • 0 • 1! I I , i 1 IIIIIIIIIh‘*,, 00 MASONRY SCHEDULE 00 00 . 1 Ala 1 1 1 1 1 /elk 1 si5y3-D2 ,I, 10.„..'CYR ,. . :-.,...i ..0 i *3 6 241,N oz. A .L. \s/55 TYP. 01.e.1 , 0 Aff4.02 I MARK THICKNESS . vERTIRcAEILNFOrEHMOERNIZT HORIZONTAL NOTES 1 5302 3 7 \\1\ P.S#' r , ,, 1:&, ,!i: 1 IL, ..;: ,,„ , J :I, ,...", p, „„,.. ,,.„, 1,,. , _,........4, ,....,:...,),„ ,to ,5,5 , , , „: , , 0 i -6 ml 8 #5 @ 48" O.C. #5 @ 48 Q.C. dligc. _ .; 0; ,v, ,..4,1 . ;,„., ;in , 1 , „..i I. , - 1 - , . „„ , I' %., .0, V*.. 00 M2 10" #5 @ 16" O.C. #5©48 O.C. E t 02 r4i rea 12 *I p.21 1 I! >, $, 11 1 i , 1 , . ,1 11 00 0 ! . „11 *cIS ° 0° 11 !! CI NOTES: 1! Milt WI ; ,, , or to ... (4) *4 ye 1741 S2 i I I 1 i 1 ,5 TYP. I! TYP. I i . ( ) *4 r I . GROUT ALL CELLS SOLID g g ii ,I ] 4.0 7 11 0 4 AI. r". rii 11 ptYP. • 0,0 r4 i ... 1 2. PROVIDE STANDARD I 80° HOOK(AROUND VERT. R.EINF.) FOR ALL .r. Ir i, ,.....MI6 I::riAVIZAW:ir Ar m."40,V,r ''' ICOM, .1."'"'" /AZ,'" ..147.1 - --1., ,,,,,..... .., ..www.A.....„, a, ,I,,s,,, amimiliiiiiiiiiiiiiiiiiiiiiIiiiiiiieir..,.... .4..., a •, lir 7,,,,.... I aii.,,,, ,,..1r■ir j ein■maAiorr ,,iinor ,! ...........„ , Airiliw,,,- ,....w ,,,0 4.V' ...V' 4.41,1,..,: \.....‘ @ 1-10RIZ. REINF. AT END OF WALLS. \,....,1 _ MI 0 TYR 3. PROVIDE 2'-G"( MIN) LAP SPLICE AT ALL #5 REINF, TYP. Alirk 5 I 4 54..(Z)1 4. PROVIDE MIN. OF (2) # VERT. @ 8" O.C. AT ALL ENDS, CORNERS I 3 • ILI 54.02 OR INTERSECTIONS Of WALLS Typ. 5 4.01 ....1 2 5. PROVIDE (2) #5 CORNER BARS W/ 2 " LEGS AT ALL CORNERS * 2 0 INTERSECTIONS OF WALLS f--. 4 I El G. PROVIDE ADDITIONAL HORIZONTAL REINFOCING IN GROUTED F BOND BEAMS WHERE SHOWN ON PLANS. I 0 1 1/1/0 1 PERMIT REVISIONS C a) in .0 x Ta. iP.. ..e.. -ii = Co › = CO E a.) cn c Ce .cm a) I I I I I I I ce C0 I COPYRIGHT - 2007 201-0I 20'-0" 201-0" 201-01 20'-0' I 20'-0" .1, 20'-0" J, These computer drawings are an instrument of service and are the property of AAI Engineering. They shall not be duplicated,disclosed or reproduced without the / / / , / written consent of AAI Engineering. Copyrights and infringements will be enforced and prosecuted. Client 0® 10 M i ra e 40 CD G StOg rage g Project c) HIGHWAY 99 &217 ...... 1..._ 1 2NE;) FLOOR FRAMING PLAN (PARTIAL) S.W. WARNER AVENUE 0 , S 1 - k 1 -202= FIRST FLOOR WALLS 15ELOW 61-10UJII. SCALE: V " = 10" , TIGARD, OREGON 2 1110. Drawing Title c\I WORN o 2ND FLOOR FRAMING Lt- PLAN (PARTIAL) H AAI Project Number CA . A07072 S-2 0 2 g „,,, , eci Saving Code Revision Suffix cv c:3 cv y El 1 _ 2 1 3 14 I 516 I 7 I 8 Scale Date Drawn Design 0,... 0 AS SHOWN SEPT-2007 MT ..cr • 1 2 3 4 5 6 7 8 ,di Jivanjee Architect, P.C. 2 4 0 PROA FESSIONAL CORPORATION AI 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 / ' M KEYNOTES- (1)------... Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com I M 201-0' 20'-0' 201-0' 20 -0 it -3 � � k A / 1. 'W2" x 18 GA. METAL COMPOSITE FLOOR DECKING BY ASC, TOPPED BY (9 o E I I 2-1/2" THICK CONCRETE SLAB (4-1/2" TOTAL SLAB THICKNESS) Z a, W4 I mm µ V REINFORCED WITHX6 - W1.4 x W1.4 WELDED WIRE MESH PLACED AT '-, x,13 PRO, y "7 o• -� �- MID DEPTH OF SL B N 8 _ y O Ltoxtox3/S L5x5x5/1 W I 2. SEE FLOOR FRAMING HEADER SCHEDULE FOR HEADER SIZE AND EAV) ." ,/ 4. 'n R DETAIL 11/54.03 W f 2 CONNECTIONS. iV / �� o Z •� '� p '-.--#--`�^ — W�' I t� 3. INTERIOR BEARING WALLS CONSIST of CF METAL STUD SUPPORTS WITH it 1 oN ° 8 AI 54.01 ��� TYP. CORRUGATED STEEL PANELS. SEE STRUCTURAL WALL KEY, SHEAR 9 e N Igo,i A TYP. -. ...w.,.•.....,_,.M - WALL SCHEDULE AND BEARING` WALL SCHEDULE FOR ADDITIONAL I •; , 1 - z y TYP. J,,, I 1 �/ �� s W - " .. .. . . ._.. :_... .. . . 'i _ ,.-_ _ � . .�....� :..._:.......� .._.._ ...:..........»._.,.�_...�._. (NFORh1ATION. R. La 15 0 +-_' '^ CONSIST OF CF ME LO M � � .� I ;.°. 4. EXTERIOR BEARING WALLS METAL STUD SUPPORTS �N Q ii.,• .: > WITH CORRUGATED STEEL PANELS. SEE STRUCTURAL WALL KEY, EXPIRES: 12/31/07 o j ` % 2 SHEAR WALL SCHEDULE AND BEARING WALL SCHEDULE FOR a"'• LA .- I i i< ADDITIONAL INFORMATION. z Key Plan > 1 . ...... . ,�MIA ,4- ,,».. . ) 402�822�0 B *- TYP. 53 .v ,.»• .,, 5. INTERIOR JAMB STUDS AND 4EADER SUPPOR •_ ut e • rl T1`P. Q 1 I Q X Q : ,.., ' ,,,,,+.w:. _ (o. EXTERIOR JAMB STUDS: (2) 6005162-54. , I �4 (L/ `4 I < ._.K !BEARING WALL RU a -t--�- - -- -- 0- o '` >.:... u,. 9 I �. WX INDICATES BE R C L CONSTRUCTION. SEE BEARING WALL -I-- a N .at y , O I t ` - OW i SC4 , { w 0 , z s t 4 _ > N° » w S. INDICATES CFS METAL SHEAR WALL. SEE GSF SHEAR WALL II I g TYP. t £ f 3 SG4ED. �- t= .: --0 CiI S' - III-el CO p , ® I ABOVE / i i S. HSS 4x4x1/4 COLUMN. --- ....... H . ..,.»..,.». ... �._ RO01' � M ..A.:,..,..,.».,.. ..,»......».. ., `s 10, (4) 4P�05250-�08 JAMB STUDS. r. ;...... ... :...,:. :M .. I RIDGE YP. < 111611, ilin BELOW � ' ,G�gO • o R € ,... 11. SHORE FLOOR DECK AT MIDSPAN AT INDICATED AREAS ONLY Q-- ~ 12A �.0 TY , (12. SEE CFS BEARING WALL SCI-1EDULE AND DETAIL 12/54.02 ) Legend if ._ 0 12A 1 TYP. I ... FOR STUD BRACING AT ALL INTERIOR WALLS. ) I 61 (4) *4 ._...._ i-� .r�„_. __ AB VE TYP. ��..�..,... , CFS BEARING WALL SC+-IEDULE AND DETAIL to/S4.02 1 A_ .._.._........_.,__..... ,...... .... .._.».._.».._: .. ._ � � TYP. . � :... _ SEE e 1 .,..........,a . FOR STUD !BRACING AT ALL EXTERIOR WALLS. CFS STUD EXTERIOR Al, . , cv it -{ 4 I 41 i ;i 444., ell =ELoW SHEAR/STUD WALL 3 F \ (3) *4 12A : x 1 , \ ,, , TYP. I STUD INT 10 P. ` I CFS S D ER R evayTy €.: (2)2) *4 (2) *4 SHEAR/STUD WALL D \-- ....._ _ . .1 I .. . .,w .,ems., 111 II f.. . 3 54 WS f --f I TYP.I` OW ABOVE t ( 1 BELOW 54.01 . ii lU (2) 10 162-S1 _ i� TYP. Z I IF D IP h.---I 1 (i.....)1-6 U (3) * f 2) 12005162-91 11110x12 I 1 ' -� TYP. z € i I l it ` 5 ii zl» 2 Y (3) *4 f I ! II i 0 li f2) *4 , ' f 5# I _; ' _ l;i J ' 0 o t.,:• ii o :, 1:: i. {dm. ii4 1...„„,sj w !!!! € If / / PS". E - I (2) 1000516 2-9 054.0 <iTyp. ..: ;� W10x12 f, , . ..:......_........ ... ow li 0\ II 0 N ` ,, li„ . ,, r- F TYP. 0 �� � f ' . _ ,, 40 I - I 0 0 Soy?) ii Ask 0 - 0 3 - ' €,TYP. ;_... TYP. 54.01 A. il TYP. ce . : e (4) 04 . TYP. , } _ 4 I 3 i (2) 1000516'2-91 s1.,: TYP. 0> II Wid i i; F Q f ; ;- (.,. TYP. -1 TYP. 0 11/1/0-t PERMIT REVISIONS I is i €F TYP. 53 .� _ o x m 0 co It E I� co tY 1= (2) 120051tot-97 _ _ "--,... ----\\ i �' £� y 54.0`} >` TYP. °flP. — COPYRIGHT - 2007 U.N.O. :,,,y (9) These computer drawings era an Instrument of service and are the property of AAI fsi ; Engineering. They shall not be duplicated.disclosed or reproduced without the j written consent of AAI Engineering. Copyrights and infringements will be enforced i ; ;�,�., Q and prosecuted. II,4 i _; 1 f, „ , Client 0 I cal 54.0 J 54.0 I i i11 5 ( � i3 �; 1 i> # „ i ! f ��n.�z� irage L . I 0 € Q t . ,, +1 to ra e s g - W12x22 __...__._ gi I M Project .:_... �� TYP cv I t 1 Xe _.. o •T f2) *4 :�I .. :# ..IL. HIGHWAY 99 217 ii ,� E S.W. WARNER AVENUE / TIGARD, OREGON N t _ o W4 I f Drawing Title z 0 i N 1111 4 c2) 3RD FLOOR FRAMING ,0 7 �a4.0 P. I L .xtox3/S L5x5x5/'- I PLAN (PARTIAL)T'( -E12 DETAIL 11/84.0 4M H 4'41, 111-3" / 20'-0" 20'-0" / AAI Project Number S-203A 1 3RD FLOOR FRAMING FLAN l (PARTIAL) A07072 -203' SECOND FLOOR WALLS BELOW Si--4OU N. SOLE: 1/ = 1'-0" Saving Code Revision Suffix ... ;� / E I'- Di 2 3 4 516 7 8 N NORTH Scale Date Drawn Design o AS SHOWN SEPT-2007 MT ti c� Q I 2 3 4 5 6 7 8 Jiv-anjee_iii f ®I 9 10 122 0 Architect, P.C. PROFESSIONAL.CORPORATION ' KEYNOTES: AIA 231 -3 / 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 20'_O, 201-0" 201-0" 20'-0" 20'-0' 201-0" 201-0" I. 'W2" x 18 GA. METAL COMPOSITE FLOOR DECKING BY ASC, TOPPED SY Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com ,� � � / � . , m 2-V2" THICK CONCRETE SLAB (4-1/2" TOTAL SLAB THICKNESS) A I I 4P.1 -S' �Q REINFORCED WITH 6X6 - W1.4 x W1.4 WELDED WIRE MESH PLACED AT ,6 (9 8 E I I LA MID-DEPTH OF SLAB. au c T uR o Z � W4 in . p PRDq` o - L�xtox3/S LSx5x5/1�.-, _..t ...1 2. SEE FLOOR FRAMING HEADER SCHEDULE FOR HEADER SIZE AND fat, ` N F o . PER DETAIL 11/54.03 •,► -- CONNECTIONS. �,� +G ,' / W I I -� I 3. INTERIOR BEARING WALLS CONSIST OF CF METAL STUD SUPPORTS WITH -? 11,'6 W M CA I 54.01 I X a CORRUGATED STEEL PANELS. 5EE STRUCTURAL WALL KEY, SHEAR �. Z M E I I QL �-n n,,... 11/5 0 WALL SCHEDULE AND SEARING WALL SCHEDULE FOR ADDITIONAL )144, ., '�N 0 .m 4. EXTERIOR SEARING WALLS CONSIST OF CF METAL STUL> SUPPORTS rl,�ID �C' Z o`�, W �o WITH COATED STEEL PANELS. SEE STRUCTURAL WALL KEY, R. �► M W I 4 1 - SHEAR WALL SCHEDULE AND BEARING WALL SCHEDULE FOR . ' (2) *4. q N EXPIRES: 12/31/07 u,M Z I I b ADDITIONAL INFORMATION. co 0 U '� 0 - 5. INTERIOR JAMB STUDS AND HEADER SUPPORTS: (2) 4005200-6S. t- Key Plan B <[ `S�/ TYP. ( F '� 6. EXTERIOR JAMS STUDS: (2) 6005162-54.: , . V TYP. W5 A, / 4.03 E 3 6 9 li T Q Q A I - -- -- - - -" - �. '1 ""- � ''" - - _� �- �. WX IND IGATES SEARING WALL CONSTRUCTION. 5EE SEARING WALL I i ' _ SCHED. � I j t I 54.0 /!�, ( -�---�-- --4--------- ',14:V45,-441 TYP.b S. j� INDICATES CFS METAL SHEAR WALL. SEE C5F SHEAR WALL yk 1 -� 54.01 i 1 e 9. HSS 4x4xi/4 COLUMN. Jrgg1 �' � t�5 TYP. _... ,...,..r...... ..�,........ �..., T,�,, I�D i p p F d F ,.....,......_.,.,.,,..,.»...,,»..» „_...n 10. (4) 4005250-6E3 JAMS STUDS. I.,�.,,......»........................_......,»...,��.:,,�....�,...,.......,....».�....�....._..,.., ,..».mh , . �-- - -mot �.r , tV N IL SHORE FLOOR DECK Al MDSPAN AT INDICATED AREAS ONLY. r ._ (1) �'4 x .--.--- .--ter-, --,�, I TYP. (2) 4 on-P. f 0--- ,1 i E Ti 2 . A 12/ 4.02 12.„ .,.,.:.,......,.....»....,.,.,...,.........:.:.:.....,,..,.::. . - .:_.:..,,..:.,,:.,.,:,:w,.w».,,....,.,, ,. .....,.» ::M.w . n: :. M.,.: ....,,N._w_..,, ...,, , -9A € I_IllizL TYP. I r I YP. FOR STUD 53RAC11�CC� AT ALL INTERIOR WALLS. < Legend : i 7 i £,. .1, i i a H ii Or -p.C ,,. ....,. m..... ,w.. »»,_.. a 13. SEE CAS ESEARINC WALL SCI-1EI�ULE AN DETAIL ro/S4.02 z. ;;; ,, , GRID 12 ,,K zw.,.. ... ;....�.. r 3 _ � ------� FOR STUD C INCx AT ALL EXTERIOR U1 LLS � 3 - � O SRA A ),441012 I .� TYP. _ � • C1=S STUD EXTERIOR zo 5 YP. W5 _ S L E iii f t ', »,..�.» q Vi 54.0 < ' �., .,_�,..... . ........,»,..._,� :. .:...... .:...,...,.. ..,._._ ..... , ......» .._,w....._...�. �..» .»..._,.,,..».,,..,._.,.,,.._....F ..w.:_.....................�.,..,»„_.. TYP. _"�.' 1111111111111 r '' I TY E _ _ I 1 C1=S STUD INTERIOR 0 � = i , . 51-IE4 /STUD WALL I \ alk -I : : 0 _...... 4 1 \ 1 J i. {: I il 0 TYP. i r f TYP. € TY . P P , f,� T <1TYP. E .w. (3) *4 v---1W6 I 53 g D 1 i x 1 TYP. - TYP. 1 t 1 54.0 53 _ \---- 1 TYP. TYP. G : ! 0 , 54.02 y 5 * 3 3 E i 1 < TYP. � j _ , > .. .z 5:5-1• we a:Mxr ...,.M.»., _:M M�.,_, �,,-„_.,._ _ . 3 s »v..,..n..._,.,.,......,.:,.n..,,..- rn,v..n.:,,n:.w�,...w.....,.,..:._,.,�,,.:,,.........v.t.v ....�n,».............v:..ww...v,...n,.,r.mw.w...,,.«..mw.,» :.,..(,..,. :.:,µr..,...' i..w,�..»�"- � .L..„.„.i ;Mr ... ..� ,,..a�r� ..... ,.,�_ � �q�.. ,»:ar'a,.„ ..wa �.urxoa°^ � t 54.0 ,, 54.0 1 3 TYP. TYP. 1 TYP. TYP. 0 r TYP. . I 1 0 F y r. ,- 4411/11k m 7 :».,......,..w„M.,,,...,:,.�. ,,...,.:..w...,,,.wr..,»:,...,,....,.,....:..,:..,... „w,.. .,,,... ,,,.E, ,.M.,.,».............w......,,...,.,,.:,,.,h,,,..,.»».,w.».,�,,.,j -d»,-crwy # i� <, I . < r z 'sue~ .,.,....,,� �,..,, .,,._�,..,,,,_,..,._,... .,.,w.,..._.w............,..�...,,..�.,_ TYP, �.,, i i : 0 TYP ,i E `►* . 1 TYP. IC2:°\■<c> P.'\/ L ° (2) *4 1 N.. {. .. ...�. » .. ....... .... ........�,......,:y,,..», _. � � 1w�' _- r •ter r - ���_� My-v w Vr 'W - >....... \_, SUS .1 TY 0 TYP. TYP. F'• C-rj) 4c) 0\ . +6 h \SI z1 ' 54.01 I I 54.01 I I I I TYP. I I vii 2 U 1 W4 ` El 3 I I I I I I I I 2 1 F 0 11/1/0-i PERMIT REVISIONS I I I I I I I I 201-0' 20'-0' 20'-0" 20'-0" 20'-0' 20'-0' 20'-0' '° I, / / o = if) Ce COPYRIGHT- 2007 0 CO el i /•� 1/'J� These computer drawings are an instrument of service and are the property of AAI +tG//✓_� (yJ� (x//) Engineering. They shall not be duplicated,disclosed or reproduced without the written consent of AAI Engineering. Copyrights and infringements will be enforced and prosecuted. Client irage G storage Project co 0 6. . HIGHWAY 99 &217 S.W. WARNER AVENUE 0 TIGARD, OREGON 0 N o Drawing Title 1 3RD FLOOR FRAMING PLAN (PARTIAL) ° 3RD FLOOR FRAMING -203'- SECOND FLOOR WALLS 'BELOW SIkkOUJN. SCALE: 1/s" = II-011 4. 1111110' PLAN (PARTIAL) H NORTI AAI Project Number o, 3 A07072 S-203B .. -0 cxi Saving Code Revision Suffix N 0 1 I 2 3 45161718 CZ4 Scale Date Drawn Design 0 AS SHOWN SEPT-2007 MT Q 2VA-00 i 16,, I 2 3 4 5 6 7 8 0 0 0 (4) 0 KEYNOTES. 0--- , li . 11 Jrvanj ee. Architect, P.C. PROFESSIONAL CORPORATION AIA 1. 'CP-32' x 24 GA METAL ROOF DECKING BY A5C, 2-SPAN MINIMUM. 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 / ' 1":(ad; (9:i 1W---- 81eis(12: Tel.5032 9 7-5160,Fax.503-297-4635-jivanjee@europa.com Iii-3" 20I-0" 20'-0" 20'-CV 2. 6'x2-1/2'x 16 GA. CONTINUOUS ZEE PURLINS: 0 5'-0' O.C. SPLICED A5 A / , , , / SHOWN ON PLANS. MAXIMUM PURLIN SPAN = 1T-0'. I I s ucT74 I I ,- " -:..:-.- 3. 6005162-54 CONTINUOUS STRUTS. sill) P Rare c c, (D \It. I N 4) 6 I ,,f .1 I 4. TYPICAL HEADER, UNLESS NOTED OTHERWISE: (2)6005250-54 = u..i ? - , W/ (10) 492 SCREWS AT EA, END. 4., ' 11 ' ;, 0 . , i:: ...... -,, - 6 ,, : MOM Z a 4/,'1 e ......---, 5. INTERIOR !BEARING WALLS CONSIST OF CF METAL STUD SUPPORTS WITH A 4 de - 112 0 - WP' -N I TYP. 64.0 .: , ,, $. CORRUGATED STEEL PANELS. SEE STRUCTURAL WALL KEY, 51-1EAR WALL 1! . f ftoN a)0 W g TYP.) Z --,-- .- W2 • I .: :- f SCHEDULE AN BEARING WALL SCHEDULE FOR ADDITIONAL y. . 6 le- \ 1.... - , INFORMATION. 0 RA*C1 w ,,,0 iiiid 0,-1 i 1 11111 , 'Ill .1111111111.11TYP. :12 TYP. 1•1 6. EXTERIOR BEARING WALLS CONSIST OF CF METAL STUD SUPPORTS WITH 1 EXPIRES: 12/31/07 1: : : 1:i , ! 0 , . , , - : CORRUGATED STEEL PANELS. SEE STRUCTURAL WALL KEY, SHEAR WALL i 5401 :- : 1 ; . SCHEDULE AND !BEARING WALL SCHEDULE FOR ADDITIONAL B - , 0 , .... , p. ,,,„_,, ;...„ „I, ..4 . _ I I ! 1 „ ., 1 I , INFORMATION. Key Plan VO, CI_ 0 l 11 ' 1 - 1 11 5142D1 I 4 .... b , . - r '11 r'-'4'.---"Iii , - -44 >,' I 'i 44k - -41 F----1--ir : , ---"." ."---- --'1 , I 1 i. INTERIOR JAMS STUDS: (2) 4006250-54 WITH 1/2'. ANCHOR Al BASE ? T T ? T T ...„. _,.., ,e.c.,. _,,, -,, . , gc„_4_,.,,,,,,,f, . illi I I 1 I ' ' I PER DETAIL 1/S4.02. I ! I---- ' - ' 1."'.-, , ---: ; ,q111:1 , : ; k. .,, ' !, I a, EXTERIOR JAMB mos: (2) e.005162-54 WITH 1/2'0 ANCHOR AT BASE 0 LL____11,_ i i 4-1558x4x1/4 ; (NI I ; . A . . . .. , . __// L.,,,,,,,t PER DETAIL 1/54.02. 0"-- , ---":0 - 0 1 i 1` 1 I :1! 0 . ,„.., ',.,'.‘e:4e,-skA4,:v.: ,'Z.,':'''''',4T",‘: 0 TYP, I 0 111111) 1 1 54.01 ,Ai;.1,A: Aligft4 0_,_ ow,,,,_._.„-.„. ...•-• ,•‘,. 9. ANCHOR INTERIOR STUDS DIRECTLY SUPPORTING ZEE PURLINS WITH 1/2 . --e ANCHORS PER DETAIL 1/54.02. ,.-- -,•. .. - • 0 'cn 1 ' -6 1- , . Oak ,H... , .„....,,, , ,_.,, ,,. _.......„tt-...:: !Alliii_411)i -((lt_) . li , ... .„„....„__ „ . ,---", dill L..„ „j ' " ,„__„,„,___ _„__ ___ -,___„„.._ ..... , , I t- 3 I 1 / ' , I , GR 10. ANCHOR EXTERIOR STUDS DIRECTLY SUPPORTING ZEE PURLINS WITH 1/2 0 „ .., . .-„, • ,,.... , „,, • '; 11 I A ,„..., ANCHORS PER DETAIL 1/54.02. (6)) SPACES 6 2`-6" 1 I 1 i `C)I IEI1TYP. 0___ t! 1-155 E3x4x1/4 ill 1 . • - !I I I , i 11. (2) 12006162-el HEADERS WHERE SHOWN. C io Ea gni i _ Legend I CI) 54.01 Tr'''. 540 I j?TY_ ,P. ' ; I 1 12. UJX INDICATES BEARING WALL CONSTRUCTION. SEE BEARING WALL . b 11 TYP.GIRJ :. TYP. 1 ,......,--- . SCI-1ED. 1 i- I I li I , ,e; ,, ,,iL,,, .1-155 ex4x1/4 I 10 i 1 i ,. , 1 13 Aiti, INDICATES CFS METAL SHEAR WALL. SEE CFS SHEAR WALL SCHED. tiw,;,,rei,Awesio CF S STUD EXTERIOFR .,: fa 0 TYP. 1 54.01 : „. „, , 1 TYP. I SHEAR/STUD WALL 1 I Mo. GRID 5 1 10 , p _..4. I I 14. 1-166 4X4X1/4 COLUMN. , 1 j‘. I 1 1 , I I I , ii .-, ,,,i I I CF5 STUD INTERIOR 15. (4) 4006250-54 JAMB STUDS. ' 1 TYP. i ;1 I 1 1 GRita r), , ,? I TO 3 ' -i' 1 1111, 111,11 L„.11 . 16. SEE CPS BEARING WALL SCHEDULE AND DETAIL 12/84.02 FOR STUD ) O ' \ \ - ir----i:- - - _ _ . - _ , -_ - Umil . II ::1 :-' le I W2 ) it •1 i Nir eh 0 BRACING AT ALL INTERIOR WALLS. ii . . A\ i 1 , WO e I A 1-1. SEE CF S BEARING WALL SCHEDULE AND DETAIL 6/64.02 FOR STUD i'3 1 i 0 -"---.--2"-:"."----- , „ • ,• : , S4.01 UI BRACING AT ALL EXTERIOR WALLS. , 'J Z.1 ,......."-.."...-."......",..... ."--",......"--"-."-,._■,-."....-."-./............."--0.,......".--"-/‘,-.■,-",-."-.■1 Typ. , .,.,i i II ' .. , D 11 ':I :i __I a6 ii ,,.., , zi Pi r w El I ,,f Ailk 11 , il %V ill fi 11 f 1;:til „1I TYP. 11 1,I 1 i Fr- i' '1 . , < II 1 1. . , !I I: I I 1 t 11 1 i: , . , ti 1 1 ii 1 li , . , , , . I I !''' 0 \ , ij , , '- 1 . 1 „ , . .. all f f' i fl 1 i I i 1 , ,' . b.' _..._..„,..11; ___ to\ gc 544i i ,. / 2ØIØ1 / 20'-0" / rrp. '1 1 1;:a n 1 , E b 1, ii 1 . , . , A Ing , , ' ;., „ PS°' .,I W10X12 -i 0 4c) . AN .. r--'aik 6 •, . 11 i iiiirrio. MB 0 - : INNIMIMMIIIIMIMI cil\MSSI I W2 i ...----....-- AI"! 11 W2 ili■ ii wo, ! 8 --_-_-_' „{ V I ii Z.4 I t TY-. • 3 • , i _.. , , „ (,--'') \ , -', , ,a- ,.... .. „ ti ,-, :•:,1 1.6 s'.. 10; q! , TYR l' ' 64-01 i 2 ii ; rh . ,, „ 11 1,1 GRIP F 1 1.1 sii iill . . , , 0 F .6 , ,:, ,,„„ , 6 i:1 TYP. i 0 0 , TYP. 0 11/1/01 PERMIT REVISIONS u ,; TYP.1=, 1‘1 : I I: , TYP. , c 0.) u) 11 r t :,. 1 .0 x l 54.01 0 A o z cu i 1 \ 11 5 z co E 0 AI ,:i m . 0 cc c cm (2 il 1 pi I , 1 in . , et ,, rivl ; +Tr*. b ,•,1 fl WO i COPYRIGHT- 2007 ii J Engineering. They shall not be duplicated,disclosed or reproduced without the written consent of AA'Engineering. Copyrights and Infringements WV bee nfomed ,, el \ , tl I ,, „ ,,i 0 r; - '''L-driliA.BA- P gag? . t: fil Client Mirage and prosecuted. ) Id ,.ii :,{ kl Li TYP. ! ii , i„ii II 7.." li i TYR 4 , , .. ; ,, , ., el tl. :+-,- ,, •: ,: , , ,, I, r----1 ! 0 :, , G 6 1 TYR ,! .1 1 1.010X12 , {i 0 i I '-'1 i'' 1 / :1 Storage , 1 b 01 " ,, ....._ pl , , , 1 : :: t ,'.1 h irk i il , 1 i , H 1.: Project . , ,1,-, PI •I I; 1 : 1 in i 4.0 Pi .Si Pi TYF6--" s' .‘ -,--! c) 74- id = 1 HIGHWAY 99 &217 „, ,, ..... , . i- ., i ,., „ „, ,,, i! ! i . i ' i 11 : ; i . ' , :,. - , i , I S.W. WARNER AVENUE (.1 ® • *- \ - - _ _,, , .. , , , . . .. ,. , ... , . - - T IGARD, OREGON 52 0 ! a Drawing Title cv TR 40 o TYP. ; ..... 0 ROOF FRAMING PLAN , Lt. T I 1 i , ...I (PARTIAL) H 4'41f 11t-3' / 201-0" / 201-V / C.1111 1 ROOF FRAMING FLAN (PARTIAL) AA1 Project Number A07072 S-204A ) , 4111 o o N / .-204 A THIRD FLOOR WALLS BELOW SHOWN. SCALE: 1/6" = P-0" Saving Code Revision Suffix -4- D , .. 4 o cv c\I NORTH 112131415 6 1 7 1 8 Scale Date Drawn Design r.- tz) AS SHOWN SEPT-2007 MT <t 1 2 3 4 5 6 7 8 ® 411 0 10 CIO ___i_j Jiv-anjee Architect, P.C. PROFESSIONAL CORPORATION KEYNOTES- O Al A 231 -3 _ i 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 1 ' 20'-0r 201-0, 20'-0' 201_0. 201_OW 20'_0' I. 'CP-32' x 24 GA METAL ROOF DECKING BY ASC, 2-SPAN MINIMUM. Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com 20 -� f / ` I I e , . . 1 . c V of A 40 'S 2. 6x2-1/2 x 16 GA. CONTINUOUS ZEE PURL(NS: 0 5 -0 D G. SPL ICED AS o S I I I 1 r VCTU SHOWN ON PLANS. MAXIMUM PURLIN SPAN = 12'-0'" $t it Rq< z a ��o PRO�� C ° q Ch C 3. 60051&2-54 CONTINUOUS STRUTS. �e 1 N t / W 1 UJl 1, .2 0 W h# At (il— I I 4. TYPICAL HEADER, UNLESS NOTED DTI-LE .WISE: (2) 6P�0S250-54 ' �► -4 I 1 > 9 0 S W/ (10) +12 SCREWS Al EA, END. Err z °E 1 54,01 54.01 o �� ,7, " ® 5. INTERIOR BEARING WALLS CONSIST OF CF METAL STUD SUPPORTS WITH O 17 1Q$b �* z ;, S EQUAL SPACE _ \ \ L -- CORRUGATED STEEL PANELS. SEE STRUCTURAL WALL KEY, SHEAR WAL ��D G�SCI-IEDULE AND BEARING WALL SCI-IEDULE FOR ADDITIONAL R• E M 9„,,,,i,/, iti u_I INFORMATION.I g�N Z 1 — .� EXPIRES: 12/31/0?-11 i -' (o. EXTERIOR BEARING WALLS CONSIST OF CF METAL STUD SUPPORTS WITH ZU � ! � Cl� 1 @ CORRUGATED STEEL PANELS. SEE STRUCTURAL WALL KEY, 51-TEAR WALL B 3 SCHEDULE AND BEARING WALL SCHEDULE FOR ADDITIONAL Key Plan UJ2 E< E 3 6 9 II 13 l 1. INTERIOR JAMS STUDS: (2) 4005250-54 WITH 1/2'0 ANCHOR AT BASE I I „ ,,,-..,,,,,,,, I _ l'''.. PER DETAIL 1/54.02. Q i 1 I a a I I S. EXTERIOR JAMS STUDS: (2) 12008162-54 WITH 1/2 ANCHOR AT BASE a;:vicJw s Ik I Y 1` @ PER DETAIL 1/5402. � �� I 128 [ 0----- a P 1 Airli 54.01 0 TYP. 52 4.03 ,.. N �,.,,,, - Y I � s . ' 'vJ S ra f X. � W2 �� g NS WITH 1/2 TYP >{ I _ _ ,...... _....._, Y ; , _,..,_... , , _ ANCHOR INTERIOR STUDS DIRECTLY SUPPORTING ZEE PURLI a, K Y —-r-iz;�T.!z�,a,,.zt,,.,;a",r,"?r,F''3 a.�d`#z<•,,:--ski"«-.:'.w?::?.,:m e'.b.;t'?.v.hz ,, s.¢,,,,,, vs> .,. .,..�E.,a.,i i,..,'..�..a..2az.4>,.s'...;t„.. —..':,..2..1 .-t;','. `� ' TY-. r. - t�.,`k`�,i.�K4."�Ci• i`i2” sx x� - .,. ...,,,,,,:::,..1.-... ..... ..,. .. ... .,,,.. w.,. ...... ...._,,., ,,. w ....... ... �'�� ........_.. .. ...._...:„w. .,.. Vim...... ........ ......__.,....,,......_..,.,... ..,..._.,...,..,...»,.-..�.,_......K... ....,. ..., m. w:,-. it Q ANCHORS PER DETAIL 1/54.02 I1' 10. ANCHOR EXTERIOR STUDS DIRECTLY SUPPORTING ZEE PURLINS WITH 1/2 0 1 "-]. I , 1 T �- ` _..m.,._w..,...::_,....,.M ,I-P ANCHORS PER DETAIL 1/$402. r d > € x I I I I I t.... ........... _ ,.....,,.,.., , ,,. .,... .f 1 ,,.M..,.,,_,_, .,,, ,...,,, ,...,k ,:.,.....,..,...h....,,..:..... ..,,.. z t Legend g (2) 120061&2-e-1 . ^ } t EM i 11. HEADERS WHERE SHOWN > C I GC�?1D - -- W i -- -- --- - 12. WX INDICATES BEARING WALL GONSTRUCTfON. SEE BEARING ALL k:; ,>,f 1 L I � ..F_. : " ® U12 SCHED"i , II TYP. SHEAR/STUD S D UJTEARI OR I ? ° _ _ 1 �� INDICATES GFS METAL SMEAR WALL. SEE CFS SHEAR WALL SCHED. ! I I 3 1 L ,.,,, I;1�i 1 £. ., .,:. 1 i. ,. I I i t 54.01 I r- 14 HSS 4X4X1/4 COLUMN 0 STUD T > 54.01 , ;�I I '� � 1 =3 GFS S UD IN ERIOR I TYP. I i SHEAR/STUD WALL ;. r GRID 9 I I �.:_..._.:_..,,:_..m.� w..,.-w .,......,,I „�.,,�.:._:.....�.�..,_.�,_..w.,.,..1 �...�...u.:..._,..,....... f _— —_ _— —' 15. (4) 4005250-54 JAMB STUDS.I L.. I I I I I t"" i 10 _ s N fro. SEE CFS BEARING WALL SCHEDULE AND DETAIL 12/54.02 FOR STUD 1111111111111 54.0) TYP. I ; I e TYP" BRACING AT ALL INTERIOR WALLS.0 1 i 62 ; 1. GRID "L5 Ix I ... ,,...,; TYP � I i i II i _ tl .,.,. _ 11. SEE CFS BEARING WALL SCHEDULE AND DETAIL 6/54.02 FOR STUD I I 12 10 I 10 x BRACING AT ALL EXTERIOR WALLS. i . I 54.01 i D 54.01 54.01 i TYP. _ x 54.01 -- -- TYP. TYP. T . .�...s�-.....,i✓ TY ! T . i ; — �_.o...i.�✓�� � .. I -- ,' i. I GRID 11 1---- - - -— . ,v.—— ,,� i GRID 6 I I I I i _ ; ; ® (O TYP-..,...... _. TYP. T ! I l TYP. "3 I 3 I F TYP.I I I I I I i It.. -.w I s ( j 1 1 I 1 1 I i 1 1 \i / f 1 } t I I I ` I {A .M. ,. : > I I Z 1„> i aZ I i g 1 { TYP. U TYP. 3 TYP. TYP. TYP. �.b-- I I f j I I i 1 i I I f pi\o'°. E t 2: i l i — \ �xzecr<a,a:a xcws�.;a-axnA�'.>.;,::.<.ttc�i1k,4,rxv.�w,c_ ...:c.,n.,�z..,a...3YNF�,,...,. :.:;,.:....�,�>.-,::;-�s..+..,w>1�.,.....c....�.�rz.,,.<. ,:..�„U.,,...:.�.FZrl,..e:::•:z��t-<.,.�. o.x:.,.,.. ....�;,..�.fir, ..' ...,,..,...,,. � x ,.... .. .. _ _. ... _ ..... ... _ E" 0\ __. W2 A I 0 T 0 YP. TYP. 9 1 (1i) TYP. TYP. 54.01 W co,\ASCe) 1!!L 1 , /• TYP. I I 1 I I 1 I I I 2 1 F 0 11/1/07 PERMIT REVISIONS i 1 1 I 1 I I 201-0" 20'-0 20 -0 q 1 M 20'-0' 20-0" 20'-0"_20'-0" 20'_0' x = I ce rn a) in ce COPYRIGHT- 2007 �� These computer drawings are an instrument of service and are the property of AAI /'� I Engineering. They shall not be dupticated,disclosed or reproduced without the 0(�///_'� }vf+ written consent of AAI Engineering. Copyrights and infringements will be enforced and prosecuted. Client irage G storage Project co 0 HIGHWAY 99 &217 a S.W. WARNER AVENUE TIGARD, OREGON 0 N Drawing Title O z N lb 1 ROOF FRAMING PLAN (PARTIAL ROOF FRAMING PLAN ;� ! ;1 .-204; THIRD FLOOR WALLS 1 EL.OW 51—IOUJN. SCALE: 1/S = I —� l� (PARTIAL) H NORTI AAI Project Number A07072 5-2048 Saving Code Revision Suffix 0 011213 4 5 61718 cv Scale Date Drawn Design o AS SHOWN SEPT-2007 MT 0 *I 2 3 4 5 6 Xref E:1/220011/2A010121/2CAID,Jo1/2 Sv J1-4Tof,( 0I1/2,e:123 01 104.clui4 g, 8 1...1 Jivanjee SAUJCUI CONTROL JOINT Architect, P.C. 1' DEEP di PROFESSIONAL CORPORATION AlA WHERE REINF. OCCURS DISCONTINUE AT JOINT *5 TOP 4 50ITOM CONIT. 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.com Al '' 1- 41 SEE FIG. SCHEDULE FOR -4-i , ' ,3 A -13E , -o QUANTITY .g 0 ci E I :....? , s U C TIJ44, ti Z 7 ,,,,...1 (,>,,,1., 1„,..„,...., ,,,1 (,,,,,....„U (2,,,..„,1.3 (2'...,,U (.2. 0 , ,,-.,U i .>. :\S'.;/ C;',-\, `,!t''■2N1€.1C,), `‘i o 00' ,\J 1)(70`c\\\I o<?<.,,q f)c's,,c' )Eg,,, Cl-k:(2, -\..';.1 uo ds,., 1-:(,,f','\),',4 ;\''i‘,"1,,,70c). 1',(3P,,,'•q',-rc;:gq 77:,of,71., S ,-` ,,-.,.., „,,... ,,,,-.., (:: _,,, $1,),-.‘' , ca 0*as C:,‘`;..`:::-,,J ,;‘,::-.,,C/<.",,i‘,-:,,3,,-;:,..--._C t.,2-:,),,\:: ,.,.,>,,,,,,C,,,..",:,,,,::, „:>,....,„•i, ,,2',::,,,,...4$,:.”v,:=„,-.- ,s;-:-,--;,,:,/,',,,,,,,,,,„CI,,,.,.,?..,,,,,s3,,,-.),`„,,,,,u,,,,-,,, '.. deatO PRO,4C6 0 CX e `.->\,z---)^ (.,(.'‹,' ,\----›,,s,:,\•&s'C)c•`:>\.0°0 )\,oc.V\,8° ' '( "J')C)0\."1° ,<',,,',\`)°('',-.. \GC`8 ,\•1°°;-\ \1°C),:> \\1°C?C`,,, V +GiNto % :,. ,,, .e . w g: , - 4 , cc co— 4 A 11,i 2 # -.T. w sas! ,,, SITE PAVING .... _ .. 0 0) a )1, 41 ii 2f CRUSHED ROCK 5ASE 1 1 . ' 4 4 0010 . iNi E , , % 4 .,..4 ".4 , IV ee IGL:st:% PER GEOTECH. REPORT , , w 1---\_ \ I- 1+ n, sgt z >8 CONTROL JOINT s , ,,, , ,, L ,7 • :1 . i° R th*C$ g R N , EXPIRES: 12/31/07 !02 61 1/6" RADIUS (TOOLED EDGE) ,. ..,..,,..,—"-- , , - 41k, :fr . ak co 10 ,,1 21-3" SLAB REINF. 2 1/2x3/4 KEY z 4 , 4.1‘.€ ',1 45 T45 / -.-- 40 • B -7 , ,, , ' Key Plan 1 2 -3' \ (2) *4 CONT. 01 111P,F... ..,,i' , <, 4 .0 - 71)\. i 1 0 is T45 CONT. ' r i e,fti. , ...^; ,40 4 wu \ 4 , jC; )\`'GC\ "''' .,...s ( 41 \(0: ,c,, ,{, 0. 0 0,% ' •, 1 - (,),-00„p,„--,.., c,),..<10,,,c jc' 40,/'..a\.) 09 ' ov Tc.,_C)--..,,,,,t >,..„a C.>C),t..• 0.;,,,Ci (I>', MN, ----; S CRUSHED ROCK 5ASE, PER GEOTEC14 REPORT CONSTRUCTION JOINT 1 SL AE3-ON-GfRAE)E JOINTS 2 FOOTING STEP 3 THICKENED SL.415 EDGE Legend C S3.Ø 01230101 CLC Lli50005 SCALE: v. ,.... 1.-Ø.. 3Ø 01230102 TAD Le0040 SCALE: 3/4" = I'-0" 53Z 01230103 TJE) SCALE: lit 2 11..011 CMU WALL " Tr:). CMU WALL a f,.. DOWELS LEJ/ GTE) I-400K. INTO Plir .. ,, ., 0 1 0 \ FOOTING, SIZE AND SPACING polo is Pe riem, 0 TO MATCH VEST. REINF IN DOWELS WI STD 1-1001< INTO 4 EN UP COLUMN ______ , CMU WALL PER PLAN u- rap 4. IIIII o FM nig FOOTING, SIZE 4 SPACING TO . 1 MATCH VERT. REINF IN CMU WALL 211 r ip F HI 0 . T-05(2'-‘2,' BLOCK * c 1 1/2' OUT AT COLUMN " e.... TYP. -1.0, II 1 Nri 111/4 iP A di 7 N EASE fE 3/4x12x11-0' SITE PAVING F 1 I 11 PLAN LU/ (4) 3/44' EM5E0 1/4 v PLAN . ',....___N____4tre 1.1, WEDGE ANCHORS A) "z-CONC. SLAB 1-ISS COLUMN PER PLAN 1 i-.4 CONCRETE SLA5 -s. 1 1/2" NON-SHRINK GROUT CFS 5EARING WALL BEYOND\ D 4 CONC. SLA5 OR 2'-01x21-0" 5LOCK OUT AT }- SITE PAVING SEE I I/S3.01 FOR OLUMN - 1-- a ,1 - • • ADDITIONAL INFO. , ---- 4 . , < 4 , .) Ul 2 --\\--ri\f-ri//(5ASE , . v<,)0\io ;61)4( ' cf) 0 ..i, 4) 3/4'0 EM5ED LUEIDGE cs) \__,• 111, ‹i /(12 d61P.0:4--4°::111 1-:-,eml::::---::,:::::,-diCI°:114:A A \\)"..\ ,,, ./ 1/4 V I ANCHORS X I A ,-,, ,. \°) ,\,',,,;-t\ L, C>".,0 C.>'''',., a C.-->-'- pc) 0 r1/40 -1■ \ 1690Q 0 tle) ,sk p 0 1,,c),:,:,-) 1/2" NON-SI-IRINK GROUT PAD I 1 7--CONC. SLA5, PER PLAN ImcS'IQ: < (2) *4 CONT. AT TOP el _i 3" CONC. FOOTING \\ - , <'..I ,---, et,< .,-,, ,•. 'n „ 11, . ,c7 - in A.4 _ 4 , .3., 3 i 3., 3., . ... ■c) Qi 0 ,i 4 \ . it.......4.1 , , 16" ,3.. ' - . / •,-,, - CLR i1 41 L II u t‘1 L 1 u 01 • Z , • *4 6 IV 0.C. W/ 1-1001< LU '..,I. 4 .,1-4 ig ____i I ui a z:41 Al r , .. ;.' ,, '----S , 1 ALT. I-400K LOCATIONS SEE SCHEE) U1 0 . '‹ cl --I,, / / (f) 0 a • el .7k V \\ 4 imaiimiramorraiss CC% ,f• \ ' /............ .,.........•"CONT. FOOTING \ -1 r.,.‘.1.12,, ...4-,ti,-',-- ,, . \ (r° 0. \ .<1 A. A . 4 ., (.2 0,CI c> <1 zi. Ll la A di, \ 0 / , CI 43 , J■ ' __N. 111 III ,,.4? . ,4 , CMLI FOOTING SECT I 01\1 3" 11.1 2 cD 0 1 4. 41 1 , CI —I,, v.) III z cf) 0 ,,Sq 00 ,,Qcc-, , „:„c>,,-- ,...k.:\c„,,s1 . 2, ' za 0\1°.1C• .90.C;7 ■c'c. C>\'. E / / CL R ci) tl 4 ti) (1,..,<...>c.::::,)\.1 c,,,,,,,, J0; , . „,,,,,,,,,...4,',■",,,,,, ' 1 53.0 01230105 TJD L 1 evoiec SCALE: ii. = 1.-03, SEE SCI-IED -s. , 4 —.-..1,.. 7, 0 C>,.7>„,i.:1 (7) \\*Q.,r) r.<ii (2,../1 / ..,.- ff MAX WALL FOOTING !DIMENSIONS REINFORCING 3ff / /CLR = , 1-1EIGHT 'W' 5 5T FT KT A 5 C r) PEFRIMETEFR DRAIN---/ / / CL R cfl -6 3l-0" 2`-0" 0'-81 1'-0' - *4 6 P-0' *4 * 11-0" - (3) *4 6 FOOT INIG SECTION SEE SCHEID PER ARCH. SEE SCHEID , , / / 6I-0" 3'-2' P-3' V-3" I' 01 *5 * 11-4' *4 * 1,-0' - (4) s 53.0 01230106 TJE, SCALE: 1" = 11-0" , 9'-0' 51-6' 2'-0' 1'-3' 2'-O" *5 6 Ø'-&' *5 6 1'-4' *5 * P-0" (10) *5 01 FOOT INC SECTION (73) FOOTING SECTION li] 53.0 01230101 1-11500e5 SCALE: 3/4" = V-0" 53.0 01230108 TJr) SCALE: 1" = p-0.. 3 Ottlir . 11E, 2 '0111.0 *5x4'-67" DOWEL F TO MATC14 .4/110 A - A) NOTE: OMIT CMU WALL AT ‘ 0 11/1/01 PERMIT REVISIONS SPACING OF r—i 1—i . , PA DOWELS W/ ST E) 1-400K TO MATCH CMU WALL VERT. I -CV SIN. COND IT I ON. CMU WALL ' ''''''''. ' ir ,..,.,:.. ..., SIZE 4 NUMBER OF TI-41CKENED g CD 0 . A i 1-) RE INF. "II . ——- .0 x "---'',--, F-110 61.-A5 FOOTING 1-10RZ. REINF. ii. 0 = ki 17. cCMU ----..........." 1 0 41 d ,, --. 7. " L.: -: , , .-: -> = CD o X ea a 0 in E C4 '''' '' Nia., Ilia, 1 (2) *4 \ e-.-:-.. y 0 4 '7-.,': s .7 ' ''' ink tuoi COPYRIGHT- 2007 These computer drawings are an Instrument of service and are the property of AAI 2'-8" /,-, -, ::: „ Engineering. They shall not be duplicated,disclosed or reproduced without the .. ,i., \,, * ..._11111111 I 7, .... ., written consent of AAI Eng in e e ri n g Copynghts and infringements will be enforced < 4er",07 >,/,',('.. j/. I *4x* 18' 0.C.-1 2'-as SEE 1/54.01 FOR STUD WALL CONN. ;Ai ' ., /\'''';''',=. ' and prosecuted. .;."-\\ ":;,`,,,,'..\\../ .,... \to 11.\ . .; ', >, ''0 Client xx,,,/,, . CL (2) *5 UJ/ 5TD 1-100K.S AT EXT. WALL . -• ,A P rage A , FZE INF 'A' AL EXTEND 21-3H 5EYON1D END OF ' , ..c, ,4 44 .43 , .-- 4..-.,..---„,....\ 1 ..-,e—,1"---,1—,,,----,,—,,e-"Ne"---,1---‘ to X FOOTING AT INTERIOR OF BUILDING , ( *4 * P-0" O.G. AT 8' CMU 8 AT f3" CMU WALL ) w 4 (Y. .4 G ( *4 6 10' 0.C. AT 10' CMU ),, lif 10" AT 10' CMU WALL ) \ ii. E , :7_ .....1 \ \ / r„7- 4 2 'j'-3", ,.AT *5 ,,,,, ci #1, ,. ,4 StO rage .__,......„........,......,..........................,......,,,.....,........„- C:;./... 6 a AT SIM. COND. 4 b , i 0 CLR • 4. i ma 1 A ,...FOR 1-1 <61-0' ) > I ,..v • E 4'0 PERFERATE1D . IN Ea \..-.■-.--■,..../N..-/........._.."._#,,-, - ip A- 1104 .1 Project 0 ip 7 .., = : '4' z A , , - ______,„.0 EXTERIOR CONC. " 1-.... DRANAGE PIPE DOWEL W/ STD 1-400K L l ul I\,4' 44 ' 4 ' , 11.1 o II 2 WALL ,..,,, ,..-., , 4 f- , 4 DRAINAGE MAT TO MATCI-1 .,‘ v<,'4<Z.<(''sv`-' HIGHWAY 99 &217 IP„ SPACE OF WALL -i 4 2 d) ,.\-,(/``,s, ,, r.... RT REINF. I „4 4 ILI 4 \ S.W. WARNER AVENUE c) EINF. '5' W/ ,;..':‘,..1:.:CL ''..-.,`, ',;k<...) ' \i I Ill TI-IICK.ENED SLA5 FOOTING ‘ • , ,.., / ,,, "Z•L TIGARD, OREGON 1-400K -c,,,p ,,, . 4 t,,<2...„ k.',,,i Y/;,‘,V.,>‘,4\ 7:":77,2'A , tO '.,...( r. AT 5EARING WALLS EA END ,,,,,„, ,,,,, c ' ''\''' "-,--,,--.,-Z,, „,., „„.. ...\\,,....\y\„\\ . .„‘„\\.. .,.. \\\..„.......,,,,,,,-.„‘,..\ ,......, .1 0 ,-,,,N.:,s v......,\i;:o,.., , ., ',‘ ':<,-i- '",/,.. ' ',/>\4 i',7.7>•-, Drawing Title >'>;.-c--()r.j‘ >.\.>; >`.,: :'\ >: -; ., ,- .'' , .\\'\,\s, .\ 1--,,-4\?§),,, MN EXIST. GRADE \- cv 1 , ELEVATIONS. c. *4 STR. 6 IES" 0.C. fy • >,,X i..... le , ''''''..'2 ,.... SEE SC'sm1-1-1(4°E1: ‹I s' FOUNDATION DETAILS 4... 0 , ., , ..,. - \ Li- -*4 6 IS" O.G. W/ STD. / / SEE SCHEID. PROVIDE DOWELS INTO NOTE: SEE 9/53.01 FOR INFO NOT 51-10LIN zL EXTERIOFR WALL TO MATC14 SIZE , \ 1-400K * EA. END H R.E INF. 'C' a. (y ',"\ ..._ i..... AND SPACING OF REINF. , / r" d SEE 12/83.01 AAI Project Number REINF. 'ID' (1) *4 - 0 ', • 2' CL -)1 A07072 S..3.01 , .5.(.., \ , 10 NOT USED 0 INTERIOR FOOT INC 12 WALL CONNECTION Saving Code Revision Suffix _ c) C--- IBUILIDING RETAINING WALL 53.0 _ ,..., SCALE: 1" = 11-0" 53.0 01230111 LSA L1154044 SCALE: vi = 1.-0.. 53 0 01230112 LA L1150062 SCALE: is. = ii-Ø., [31121314 1 516 1 7 1 8 c\1 - . Scale Date Drawn Design c) SCALE: 3/4" = 1I-0" _ 0123010.5 TJI) 53.pji AS SHOWN SEPT-2007 MT -1E30043 ..cc ■ ,_y ,,,„. ,■■r, .....,.,,s8,.11 en.,,,,,__ ■ v,+. ,.. ._. .... . — -‘■ c.. , .....,,.. .a.,...... 1 2 3 4 5 6 7 8 : CMU WALL _II Ji-vanjee , 41 , iw. • \ Architect, P.C. 11.—...-4.• __ o______ 1::.;!„,':1 .,‘. 1 •'.4,-, ,,,, 1......J PROFESSIONAL CORPORATION L3x3x1/4 AT TI-IRESI-IOLD 7:01- ,,,7 LIF COL [BEYOND SEE - - './., AIA LU/ 1/210x4" WELD • ),'<—: 6/53.01 FOF2 SIM CONN. I-7717P DOWELS TO MATCH SIZE MN STUDS 0 21-0' 0.C. *4 * 16' D.C. CONT. 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 øt r 0 TO OPP WALL (4) 3/4'4) I-4EADED 1 1/2N 11,:;,.:1 ,,!1, \/1/.1\:FTS. REPAICNIFN.G OF CMU Tel 503-297-5160,Fax 503-297-4635-jivanjee@europa.corn A mho 8' CMU WALL A W/ a" EM5ED -tt ft 1 1/2' *3 * 12" D.C. i---L:1- V:41 I 4'-0" - I! OM _ 21-6" in, tt in, 40:0117•Itkitt 'a Z Iiii$ SLA5 (2) *4 .- gsill 04 0 16' D.G. -\'? 4' " 1 I,-,,,-,,,-, L *10,4x126." ,k140.0 PROPt .52 ....... mil, , i:. 1 I 4 I 1 • 41 ' I tx et;igio ' . r ,Alli g th g tr) 4 • I I I I • --I \ ‘+e t N e % : LU .1 Psi *4 AT T..0. ac. "11111117 V-01 \ . *4 0 12' 0.C. III E 1 1 .., .1 I • i i g ;2 °I' *, . 2. w R: C4 r ,,,i A _ ' UJ/ STD, HOOK iii i 1 i'. , 4%4 "i' t4,,,,,v,,1,,,27,,,01 1 "6 .44 A 44) \/-7,7 - , Q 4 ALIGN FACE OF .....* z -, -- iv • . re-," ' > to. $1) .... >)8 *4 6 12' O.C. SE:. FIA22E.C. *4 AT l'-0" OC. ELU ''? ' WATERSTOP SEE ARCI-I. "t 1 0,r `i aN -1, EQ. EQ. ta .0 v -47,s.- 4'4) PERFORATED - o c,o. • DRAINAGE PIPE 4 in - SITE PAVING --\\ TYP 4 0 ' ,Y1,‘" ' 1 1 1 I l s'.4<V< ,,, A -5"Z CD .4 Ili E .,,,, ,,,,, uiCAOLNLCRAE5T0EvWEITI-1 ' • 4 4 , " FACE OF CMU fp R. OG 6 Is LLI -..s. ci> iti o cl ift . . .,., 415 612' O.C. EA. FACE .1- - , , , .-,.. 3' wo. - C EXPIRES: 12/31/07 Lo CO 3 il. -- o 4000 , 0 DRAINAGE MAT 4 *6 '. ,, . .„,. co-°. ot *4 Al V-0" D.C. EW SITE PAVING E ' - > 4 ( , $ 0 C. 0 ' Ot 4-C1 0' 4. ,:/: 4 CUR > ...,,I 4 4 4 . ..- I, i ':! ih - ,, .a B _..1 0 AT TOP 4 BOT ji, P-0" I, 11-3" TYP '70 ,,, , ,• L ,- , • -I -I • t *4 6 12' D.C. EA. SIDE Key Plan•T ,,,i .% ' '\ - ,cl 1 1 4 , -1, WI STD I-400K 4 ::-...-_-:-.: it 3 i- *4 0 11-6m O.G. , ,,. ob\.......,. , . _ • • • \ :41 4 a b liw „, , :3 1117,4, ,A,s.:::::,,iitc,.30 . .4 4 4 17,7,7 \--„.„. .\--,y--,,,, ,7 • </, 4 4 • AL Mr ,, ' •zi 1— :0,,,,,, /,< , . \ • • , <, • - , • 0 • 4 (4) *4 SITE PAVING malimilik imprior (3) *5 . *6 , .c.., d „ .--w- ./.\,„ , - , - GRATE SEE ARCH. . ° \ LUATERSTOP ' FOr0 SEE ARCI-I. 4 \ _ . A 11 4 4 4 , ez • _ 4 . 3” CLR 4 ' 4 '6 r 4 „ . <, *4 0 leo" D.C. ,•, *4 6 II-01 D.C. EW , \ \ -1 4 1 4:1 1 P-61 1 4 fi — 4', (6) *4 zi *4 6 Il-6` 0.C.--/e. :,6: 1,:ittl b 4 4 —I A 41 0 , o ' et <6 ea ctI \ V 2'-0" 9' ....-3s. st- *6 4 • 4 NOTE: VERIFY ALL PIT DIMENSIONS WITI-1 1'-6* r .f r r , 4 ' / / ELEVATOIR MANUFACTURER RELOCATE ,I, SEE 1 ''`'') -1-1 if I:=5N 11 Legend C SUMP PIT AS R.EQUIRED. 2'-9" r 31-6" r F)LAN 9 0 / / 1 ELEVATOR FIT 2 LoADING DOCK WALL 3 LOADING DOCK WALL 4 LOADING DOCK WALL SCALE: 1'1 = 1'-0" 3,0 01230203 TJC) 3.0 01230201 TJC) L150060 SCALE: 1/2" = 11-0" 3.0 01230202 TJC) SCALE: 1" = 1s-0" 3,0 01230204 L5,4 SCALE: 3/4" = SEE ARCI-4 (41-0" MAX) (.0 11.1 4 400T125-43 TRACK WI E (2) *12 SCREWS AT A. STUD TYP. > "1" , • _ !II ,, 6005131-43 5LKG \ 1 CONT. la GA. 2t,_ 2" Or Ar *12 SCREWS * 6' 0.C. D STAINLESS STEEL DW-10H5 MASONRY 0 1/4 V • • 1 olo r-1 f--1 ao =2■11 / . . / . ANCHOR (BY 1-101-IMANN 4 5ARNARD, i / / / / • • INC.) 6 8' D.G. WI 12 GA. BODY ::1C, : i ';,- ‘:,... • • 1 / • • / s , . . • k.....:4;...-....- s , , ----'- t \-6005131-43 / / 'I .0._________p,..... (2)I*5:CONT. * 21-6" O.C. // // 0 / / L2 1/2x2 112x1/4 (x3 3/4') WI \ 11 WP COL SEE PLAN -'&11 , 1/2' .'" 2 X / / / / i (4) *12 SCREWS 4 1/2"4) nil IN' 1/2' F '.4 16,110 1/2' , , ,,71111 E 5/e3x10x10 WI (4) 3/4'0 A $ U 4 CY E 4 , ,' ,'/ / / / / / / / WEDGE ANCHOR PER U 0 i iii ■ .. CMU WALL ,,,,:s 0 0 ... it----LUEIDGE ANCHORS i 00 004 i 1 / 1/64.02 .-4 . .0 I-1 ITI 9 OM 3 I Rig a 6, 0 • , cfl ..,...,.,:,':,•:.:;k ,____ ir it *4 0 16" 0.C. WI 1.0 U / / 1 / lig —1 t-- to S1:.. ,'''.,'- '',`, I b z r STD I-400K EA. END ILI . 4 (Y, "Att kli66 1111111 ,....... n I-155 COL -c.4 E d) -1..t. / / / / 4005131-43 0 D tti -- ella 4-.. 1 oil ads It...11 ''- ',, ■ , , Ef , -,s, ,,, d A , , , , L5x3x1/4 CONT. WI 1/2"4,x2'-0" n ITisra el It 11111111111 2':` -,!1: , / / 6 21-6" OZ. 05A 6 24' 0.C. (TRIM VERT. r 0 -4- .1----1„, = th,..vjgom. I • oilmA . , , 1:, , , '4 TYP. UN.O. ip, . V LEG AS REQ'D) 0 * ir_• :4 baiiiiii: oir (2) .5 EXTEND MN. OF 21-6" / / --, --, 0 Q ■ 0 / 5EYOND EDGE OF OPENING / /A doe 0<c ZO :1-1 `', 2 0 lam" E lina-1 t I il cA , , MEW I www ., .,, , II it, i I hilb11011111141 -1E 3/4x12x12 - ..._t 1 0\ 1, 4' .1, 1 1/2" • • . 1 TYP. EXTERIOR i JIIIIIIIIIIIIMII AMIN I I iv - - II. S\I 1151° NOTE: SEE /33.01 METAL PANEL EXTERIOR 3/16 r• 312 POIR INFO NOT SHOWN MIL PANEL 11 NOTE: SEE 1/53.01 FOR INFO NOT (4) *12 6CR..EW L TO L, \ SHOWN TYP. (3) 5IDES/ 3/161/ 4005131-43 CONT. L2 1/2x2 1/2x1/4 (x3 3/4") 3 , NOTE: 1:3RACE TYP. WI (4) 412 SCREWS SEE 5/54.01 FOR INFO 2 (4) LOCATIONS (AT FAFR SIDE) 51 COLUMN 5AS E PLAN 6 COLUMN 5,45E PLAN 1 TYPICAL CMU 3-1EADEIR a CANOPY SECTION NOT 401UN. i F 3.0 01230205 SCALE: 1" = 1'-a" 3.02 01230206 L5,4 SCALE: 1" = P-0" 3.0 01230201 L5,4 L1154009 SCALE: 1" = 11-0" 3,0 01230205 CLC SCALE: 3/4" SHEAR 1E 3/8x(L) WI (X) "1/8"4, 0 1111/01 PERMIT REVISIONS 1 3/4" A325-N BOLTS IN HORIZ. SHORT INSIDE FACE OF WE 1/2' / 1 3/4' SLOTTED 1-40LES _he CONNECTION SCI-IE i DULE .0 x al i E C3 = i6 5 I - - -. a) u) c CD — - CONN. X L SERVICE LOAD x 0 cc TYP. NIEFRIOR TYPE (50LTS) (LENGTH) SHEAR CAPACITY in \------\- I 0 — ..___,„,.. 5EAM CONNECTION COPYRIGHT- 2007 :_f- 10 ..... ,I: z 2 2 6* 1123K These computer drawings are an instrument of service and are the property of AAI Engineering They shall not be duplicated,disclosed or reproduced without the written consent of AAI Engineering. Copyrights and Infringements will be enforced and prosecuted 0 Co) >-- Client I— 3 3 ca. 22.9K (3) SIDES \ AT FULL hi. c=3:21:=3 DEF,T14 TAB/ 5/16• 4 4 12' 30.1K M irage 1 3/4' COPE BOTTOM FLANGE - G AS REQ'D Storage INSIDE FACE OF WE 5 1/2' 4.,/ 1 3/4' 5 5 15' 52.4K Project 6 1 8." 6513K >_ isi (1. - ),- i-• HIGHWAY 99 &217 NOTE: qr _ N,• \-r.. UNLESS OTHERWISE NOTED ON PLAN, INFRAMING S.W. WARNER AVENUE C3 I 0 \- TYP. PERIMETER c.- SEAM CONNECTION. TYPE SHALL 5E: TIGARD, OREGON 5EAM CONNECTION > :".c\ir 1 0 st- El FOIR W10 AND SMALLER 0 0:. 2 SEE INTERIOR SEAM Drawing Title El FOR W12 AND W14 z I 0 l'n >,- CONNECTION FOR i--• 4 FO IR LU16 AND W18 0. A!_L ADDITIONAL- _ g FO IR W21 AND W24 -- , A. INFO. ... 2 FOR W21 AND LARGER FOUNDATION DETAILS L.... FULL-DEPTH 51-4EAR fE H A PERIMETER !BEAM AAI Project Number 0, NOTE: 1. SEE 10/53.02 FOR CONNECTION SCHEDULE A07072 S-3.02 -0 •---N-. 2. BEVEL 51-IEAR E AT SKEWED CONDITIONS (25° MAX.) PRIOR TO WELDING. Te'-'•-• A (( Saving Code Revision Suffix in ")E3EAM TO SEAM CONNECTION ( 10 )5EAM CONNECTION SCHEDULE Eli 21314 I 516 1718 (NJ l■. c, Scale Date Drawn Design 1... c 3.0 .1230209 EMO I_I EB000 SCALE: 1" = 11-0" 30 )01230210 EMO L 3000 SCALE: 1" = P-0" o AS SHOWN SEPT-2007 MT -zr w . . 1 I 2 3 4 5 6 7 8 U-PANEL PER SHEA IE RWALL SCI- . All Jivanj e e SHEAR PANEL STUD PER SCHEID COMPOSITE CONC. SLAB 2' Portland,OR 97225 FASTENING PER SCHED. 9055 S.W. Beave PER SHEARWALL 4 DECK, PER PLAN EXTERIOR WALL PANEL-----_ Tel.503-297-5160,Fax.503-297-4635-jivanjee@europa.com SCI-4W A . 2' Z CONCRETE SLAB PER PLAN A 4 ; TOP TRACK TO DECK 1 STUDS PER SCI-4E WEDGE ANCHOR PER SHEARWALL SCHED. C *4x2'-6" 6 24' O.G. TYF, 6 16'10.C. AT GRID 13. 2'-gp" 21-6," Architect, P.C.Hwy. , II PROFESSIONAL CORPORATION 4°111444 0 , , 1 N 0 . rs; Z . - 23 IX (21 G2 LLI fi . (0_ 6. C i *, ,262 . _ i -.§. (2) *12x3/4" SCREWS / / - ADDMONAL FREINF. F'ER PLAN ca MEIN Z g'r2 PER LOW FLUTE '1 , , ._.. . V / . - , •N I° g g -o , (2) 3/45(3/4' SCREWS BOTTOM TRACK PANEL/ TOP TRACK \--16 GA. CONT. SHEET EA enDE AT EA STUD \ // 44 17 OlaN /it PER SCI-IED I -.1 DECK PER PLAN CONNECTION PER ABOVE SHEARWALL ,,,Ar FINISHED 41111, iffi ' dt* 6-6 .. (2) *12x3/4" SCREWS t4 R. 0 iii SHEARUJALL SCIAEDULE All ' ' FLOOR ELAIF 6 c, ...49, EA sioE PANEL/TOP TRACK CONN. BOTTOM TRACK PER SCHEID ' Li--; . - • 0 • . I PANEL TO TRACK r ---*- I EXPIRES: 12/31/07 1 0 , Lc,ct, PER SHEARWALL SCHED. 0 K VERLAP AT DECK TOP TRACK TO DECK 1 A III' ,..0 co L. FASTENERS PER iht. ,/-CONCRETE SLAB 11 SkCICE° FASTENING PER SCI-IED ,, lia. ....‘ ... SHEARWALL SCHEID PER PLAN (2) *12x3/4" SCREWS EA. (2) 4s4 CONT. ...r. ix B SIDE AT EA. STUD D \._.DECK PER PLAN Key Plan --..,1-iik - (2) *12x3/4N SCREWS PA EA. SIDE AT EA. STUD TOP TRACK PER scHED ..... STUDS PER SCHED. I DECK CLOSURE SLAB EDGE FORM 04.. . . ...4 U-PANEL PER SHEARWALL SCI-4E D_YD u_FANEL PER PI 10 (2) X-1NIx1" POWDER ) ACTUATED e 12' O.C. Auk <1 (2) 1/2 WEDGE ANCHORS SHEARWALL SCHED. STUD PER SCI-4ED d 1 4 ( (AT EA. DECK FLUTE) AT 21-6" O.C. AND 6' A FROM EA END OF WALL ---- ....L...A-,-.1-- ..,,....,,,,..... .....,-._." CMU WALL C 1 E3EARING WALL SLAB 2 FLOOR/WALL SECTION (3) FLOOR/51-4EARWALL SECTION 4 FLOOR/WALL SECTION Legend V 54.0 01240101 SCALE: 1 1/2" = -0" 54.0 01240102 L5A SCALE: 1 1/2" = 11-011 54.0 01240103 LA SCALE: 1 1/2" = 1'-0" 54.0 an240104 L5A SCALE: 1 1/2" = WEDGE ANCI-IOR PER SHEARWALL STUDS PER SCHED SCI-IED. STUDS PER SC-4E ., TYP. U-PANEL F'ER SHEARWALL 5CHED. PANEL/ TRACK CONNECTION EXTERIOR WALL PANEL PER SHEARWALL SCHEDULE *12-14x1u SCREWS e 6' 0.C. 4,--,---,■- --,e-,...-- 2,_‘"II ) EXTERIOR WALL PANEL--\\ A CS2Ox CONT. STRAP W./ *4 6 24' 0.C. TYP. 21-6m I ) C WEDGE ANCHOR PER SHEARWALL SCI-IED EXTERIOR WALL PANEL r *I2x3/4" SCREW * V OZ. *10 SCREWS 6 4' 0.C. (OVERLAP 3'-01 AT , ROOF DECK PER PLAN * 16' 0.C. AT GRIDS 13 4 1. ) A a,F,T,Lozi„....... irr6. SPLICE WHERE REQUIRED . BOTTOM TRACK ,.. ,............,,..../......"....."...,...-......."-..."-, ,.......".....--) (2) *12x3/4* SCREWS PANEL/ TOP TRACK CONNECTION PER SCHEE) C Ar,DmONAL REINF. A EA. SIDE AT EA. STUD PER SHEARWALL SCHEDULE FINISHED FLOOR EL.S ,PER PLAN * 3' 0.C. TYR IN 1 D t ADD MONAL RE INF. A k 4:\ • ,0 • ---\-- " • • ■•• (2) .12x3/4" SCREWS E3OTTOM TRACK ::'t_. Al PER PLAN 6 3' O.C. ._._._____---.-----"------'- 0 ,:i. \., 'l • EA. SIDE AT EA. STUD . crli ' FINIS1-4 siELAllik PER SCI-1ED. ra ! SLAB EDGE FORM 11 N__ . • 0 ii A -0 , FLOOR EL. VP, i , , IL. FINISHED iii IlL cv * L j 4 iii 1 4 FLOOR EL.V. 1 1 • N 0 z• 40 (4) I2x3/4" SCREWS *, / ' , (2) *4 CONT. Z- PUR.LIN PER PLAN AT EA. PURLN 4 1 Ihh, DECKING PER PLAN I II Iripil lig: PANEL/TOP TRACK FASTENING (2) s4 CONT A 0° DECKING PER PLAN (2) *4 CONT. '1414 DECK PER PLAN TOP TRACK PER SCI-4W. PANEL/ TRACK CONNECTION PER SCHEID. WEDGE ANCI-40R r ,,..-,...„,-..,„--„----,,,,,--„,-„,..-„----,,,..- PER SHEARLUALL SCI-IEDULE 5/81 I 2 PER SI-IEARWALL A A (i) X-DNIx1" POWDER A SLAB EDGE FORM (2) $12x3/4" SCREWS 16 GA 15ENT STEEL LEDGER CONT. I5ETWEEN PURLINS W/ (2) 412x3/4" k*#c SCHEID. PM Ir . ACTUATED FASTENERS e 12' O.G. DECK CLOSURE EA. SIDE AT EA. STUD ic," INTO EXTERIOR METAL °‘ A 4 ,.........-..,._......?...........,,-..,....,,.......... U-PANEL PER E 81-4EARWALL U-PANEL PER SI-4ERAWALL PANEL (k;1 ■(. ■ CMU WALL RR SID c? \\I‘\ SLA5 EDGE FO TOP TACK PE CHE RM SCHEID. TYP. SCI-4ED. TYR -METAL STUDS, PEfR STUD PER SCI-4E . TYR U-PANEL PER S-EAWALL SCHED. \05?) SCHED. N .0.01 _ CD FLOOR/WALL SECTION OD FLOOR/WALL SECTION - FLOOR/WALL SECTION OD ROOF/WALL SECTION 3 54.0 01240105 LSA SCALE: 1 1/2" = P-0" 54.0 01240106 LSA SCALE: 1 1/2" = V-0" 54.0 01240101 L5A SCALE: 1 1/2" = V-0" \,......_ 54.0 0124010E3 L5A SCALE: 1 1/2" = 11-0" 2 18 GA.x5N CONT. 111/ (2) *I2x3/4' COPE PURLIN LEG AT STUD SCREWS AT EA. PURLIN TOP FLANGE 1 F *12-14x1" SCREWS 0 6' 0C- CONN. PER GENERAL NOTES ROOF DECK PER PLAN / 1'-Ou 1I-0" 0 11/1/01 PERMIT REVISIONS ROOF DECK PER PLAN A Z-PURLIN PER PLAN -mei c a) 0 x ro 2..) cr) -e.. AL_ _.. 1011!.- _ :16.. in > = cp co co c Co -I I + • LL 0) cD TOP TRACK PER SCHED • i • • in ce i . . 2 • • • • • • 2 COPYRIGHT - 2007 PANEL/TOP TRACK FASTENER • • i • • • • 0 0 • Engineering. They shall not be duplicated,disclosed or reproduced without the PER S14EARLUALL SCHEDULE ROOF DECK PER PLAN 41--v \ r--- 1. 1-1 ' 1 (2) *12-14x1' SCREWS AT EA. ._,,, ,,, ,,,• .- .... mi. Client () IIMIPIFAPIPI LOW FLUTE -iv \-ROOF Z-PURL IN PER PLAN *"°- \---Z-PURLIN, PER PLAN ..4- . PANEL TOP TRACK MI rage FASTENING PER SCHEID =4\... A G (2) *12x3/4" SCREW EA. SIDE METAL STFRUT PER F)LAN W/-------------...-1 (4) *12x3/4" SCREWS (4) °I2x3/4" SCREWS AT FUR.LN storage AT EACH VEST. STUD 2' METAL STRUT PER PLAN W/ (2) *12x3/4 SCREWS NTO TO COLUMN AND AT EA. PURLIN © D -- .._. EXTERIOR METAL PANEL5/8'1- 16 GA SENT STEEL LEDGER iø' CONT. BETWEEN PURLIN LU/ (2) *12x3/4" SCREWS INTO EA. STUD EA. STUD TO FURLIN (12 SCREWS TOTAL) Project ° (2) .12x3/4" INTO EA. GIRT. ROOF DECK -\ NNNN„.._ Ei PER PLAN 18 GA.x5" CONT. CL IP HIGHWAY 99 &217 D '"'"------'---METAL STUDS, PER SCHEID STUD PER SCHEID. , ,._ -*In -4-1 S.W. WARNER AVENUE 0 cv METAL STUDS PER C1-4E . D STUD PER SCHEID TIGARD, OREGON > .......-•-. - Drawing Title z U-PANEL PER SI-EAIRLUALL . .... (.1 SCHEDULE D L., .., 0 ..... U-PANEL PER SHEARWALL 'L :IL- STRUCTURAL DETAILS SCI-1ED. U-PANEL PEFR--// ' -) N _____L____Nr_i___ H - _ _ N____ JO- -11A--: IL SHEARWALL NOTE: SEE 10/54.01 AND 11/64.01 FOR METAL STRUT-I ROOF Z-PURLNS SCHEID. NOTE: INFO. NOT SHOWN AAI Project Number ' 0) PER PLAN PE FR PLAN SEE 10/S4.01 FO INFO NOT SHOWN A07072 S-4.01 * -0 SECTION A-A Saving Code Revision Su ix SCALE: N.T.S. .4- 54.0 ROOF/WALL SECTION 10 ROOF/WALL SECTION 11 Z- PURL INS AT SHEARWALL 12 Z- PURL INS LAP SPLICE 0112131415161718 c., Scaie Date Drawn Design SCALE: 1 1/2" = 1'-e," 54.0 SCALE: 1/2" = 11-0" 54Z SCALE: 1/2" = 11-0" 54.0 N. 01240109 L5A 01240110 L5A 01240111 L5A 01240112 LSA SCALE: 1/2" = 11-0" 0 AS SHOWN SEPT-2007 MT -gc 1 2 3 4 5 6 7 8 Jivarijee Architect, P.C. PROFESSIONAL CORPORATION SHEAR PANEL PER SHEAR MA WALL SCHED, TYP *12x3/4" SCREWS 6 8" D.C., 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 -' TYP. STUD/STUD Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com 1/2'4,x4 1/4" WEDGE ANCHOR PANEL END FASTENING (2) 1/24) WEDGE INTERSECTIONS o A . 2'-0" O.C. (2) 1/2". WEDGE ANCHOR PER CF SHEARWALL ANCHORS (2 1/4k T -y 8 E (2 1/4k MN EMBED) 6 SCHED. TYP. MN EMBED) �,iV R�44 = Z g a Z '` 2'-6' O.C. AND Al go" a0 2'-6" D.C. AND EXTERIOR WALL PANEL TYF. s4 PRO, - o /7-STUD SUPPORTING ROOF Z-PURLIN STUD PER SCHED FROM EA END OF WALL STUD PER PLAN, TYP. AT CORNER' d./‘04 11 t No Sop : W 1 112 �r' °' W . CDR JAMS STUDS) 1-3ETWEEN ROOF 1�oGA GIRT CLIP PER •� `° — 4 3RD FLOOfi� �l5402, TYP. � / j � z M (2) *12x3/4" SCREWS EA. //t M ' r ' /// ./ . . SIDE AT EA STUD v G• M/� ; ,� - - - GIRT PER �o/5402, BOTTOM �� ply 17, ��� ,QZ Z / /. ! 41 TRACK SELOW TYP. 9'�1j� p�C�'�' W o L2 1/2x2 1/2x1/4(x3 3/4) LlVAlPIlfIlL ;JlPk$IL.VAV�,� ��`�� ° ' � � � ,:2 / cEW S �o W/C4) *12x1 i/4 SCREWS 'C M r Ad Aar }. `, 1 0 I EXPIRES: 12/31/07 I �.i � BOTTOM TRACK PE .1111111 i r a CONCRETE SLAB SCHED, TYP. **12x3/4" SCREWS I ,•! r!! Key Plan B • • CMU WALL 4 (2) *12x3/4" SCREW EA SIDE �O" O.C. fifty y i PER PLAN • NI . ' • - <7 . 1, PANEL END FASTENING PER . ;� N FASTENING NING BOTTOM TRACK PER SCHED PANEL END FASTENING SHEARWALL SCHED., TYP. PANEL E I PER SHEARWALL PER SHEARWALL SCHED. EXTERIOR WALL PANEL NI STUD PER SCHED. METAL DECK SCI-IED. (2) 1/2'0 WEGE ANCHOR (2 1/4' MN EMBED) 2'47" I 1/2'4, WEDGE ANCHOR SHEAR PANEL PER D.C. AND AT EA. END OF 1 SHEAR PANEL PER SHEARWALL SCHED., AT A. L 2 1/2x2 1/2 SHEARWALL SCHED WALL TYP. Legend C STUD HOLDOWN 2 CPS WALL/CMU WALL PLAN 3 SEARING/SHEAR WALL PLAN 4 EXTERIOR WALL PLAN 4.0 01240201 L5A SCALE: 11/2" = 1'-0'' ,4,0 01240202 1.5A SCALE: 1 1/2" : 1'-0" 4.0 01240203 LSA SCALE: 1 1/2" : 1'-0" 4.0 01240204 LSA SCALE: I 1/2" = 1'-0" EXTERIOR WALL PANEL STUD PER SCHED. BOTTOM TRACK PER SC-4W. *12x3/4" SCREWS �o" PANEL END FASTENING GIRT HEIGHT gip EXTERIOR WALL PANEL PANEL/STUD FASTENING PER O.C. TYP. AT STUD/STUD PER SHEARWALL SGHED, STUD PER SGHED �� SCHED �TYP. PE�2 � NON-STRUCTURAL � ,_` SHEARWALL SGHED. CONNECTIONS i l� �j PARTITION PANEL ' CMU WALL PER PLAN \i'j-- - /r . - BOTTOM TRACK PER ,a, D STUDS PER SCHED SCHED, TYP. I L4x3x1/4x CONT. J,* ,„ . ., 2,: ,: . ,• ,---- ----- - -- --- -- .1 ' / , .,,,,-,: -,,.,,% SECTION A-,4 - - ----- - -- � MIN l :. N (2) 1/2"4) WEDGE ANCHOR 4k IINIIIIIIIEIIMII C2 1/4 MIN EMBED) 4 1/4 ','. 1/2'4) 4 N 1/4" WEDGE ANCHOR '� 21-6" O.C. AND AT ro" `�r,.+ 0 2'-0" D.C. SHEAR PANEL PER FROM EA. END OF WALL. 2(2) 1/2'0 WEDGE ANCHORS *12x3/4" SCREWS ,►�t 1 SHEARWALL SGHED. " A 6 I'-8' D.C. C2 1/4 MIN EMBED) 21-6" NON-STRUCTURAL ! J-TRACK (CLIP 4 BEND . AN AT 6o FROM A OC D R E a .,::, END OF WALL GIRT PER SCHED PARTITION PANEL I BOTTOM TO FORM pSASE *Acc v ° ..., .l- FLANGE) W/ 12x1 1/2 SCREWS : ` � 8" O.C. INTO STUD SHEAR PANEL PER 16 GA. GIRT CLIP W/ _ , E SHEARWALL sCHED, TYP. . . . 52 4*-'4" P'' C4) *12x3/4 SCREWS TYP. (1) 0.145 � x 1 1/2 SHOT PIN .--IN h•,. 1 r PANEL/STUD FASTENING PER 5HEARWALL SCHED �� SHEAR PANEL PER SHEARWALL SCHED. — S BEARING/SHEAR WALL PLAN 6 GIRT CLIF/EXTERIO '. WALL STUD PLAN 7 PARTITION WALL/CMU WALL PLAN 8 EXTERIOR PARTITION WALL PLAN 3 1 1/2" : 1'-0" 0124020fo L5A SCALE: 1 1/2" : 1'-0" /� 01240209 L54 SCALE: 1 1/2" : 1'-0" 4.0 01240205 LS4 SCALE: 1 1/2" : 1'-0" 2 LI,.O 0'1240205 LSA ,SCALE: 4.1� 4.fv I F TRACK 51.-KG W/ 1 1/2" FLANGES. 0 11/1/07 PERMIT REVISIONS SIZE 4 GAGE TO MATCH STUDS. STEEL WALL STUDS z"--- EXTERIOR SIDING LOCATE IN EVERY 6T1-I STUD c a? c) �n SPACE AND EACH END OF :° o m WALL, TYP. ATTACH TO STUDS a) N MS AT EA. END W/ (4) *12x3/4" \*Ild41 in w DBL 800 1Ga2-54 HEADER SEA ;;; JI EARW P PR /` �+}� (� `jON�j �J�,,,AB PER PL AN JAMS jT0M EARW S .TTOM ACR CHE(2) 1/2"� WEDGE ANCHOR IN M ) � DECK PER PLAN 2x4 (2 1/4M E BED *2'-�0" D.C. AND AT ro' 12x3/ EA.AT• FROM END OF WALL , •. •• , Storage G - IJ PANEL END FASTENING PER SHEARWALL SCHED. Ni Project z I I E I ' a • a. • I •N Co L J� E-.; �--o �_ *I2x3/4 SCREWS * 8 D.C. (MIN (4)) SCREWS HIGHWAY 99 $ 217 e°4' °°4 l' 1 I I I TOP TRACK PER SCHED. PER PIECE OF TRACK CLOCKING) S.W. WARNER AVENUE i TIGARD, OREGON DBL. STUDS PER PLAN -FASTENERS PER CONTINUOUS GALVANIZED STL. i IT (2) *12 SCREWS '� 8" O.C. * " HEADER 5CHED. FLAT STRAP, 1(o GA x 2' Drawing Title (2) 12X3/4 SCREWS PER LOW FLUTE —DOULE JAMS STUDS (2) *12x3/4" SCREWS AT EA. STUD PER PLAN STRUCTURAL DETAILS '� HEADER PER SCHED. NOTE: INSTALL STRAP ON SIDE WITH NO SHEATHING. H AA! Project Number A07072 S-4.02 .0 Saving.Code Revision Suffix - d- WINDOW HEADER SECTION 10 D 3L JAMS STUDS PLAN 11 HEADED'./STUD CONNECTION ELEVATION 12 STUD WALL LATERAL E3RACING 011213 41 516 1718 c" SCALE. i" - 1'-0" Scale Date Drawn Design 0 4.0 01240209 LSA SCALE: I 1/2" : 1'-0" 4.0 01240210 SCALE: 1 1/2" : 1'-0" 4.0 01240211 L5A SCALE: 1 1/2" : 1'-0" 4.0 01240212 AS SHOWN SEPT-2007 MT g 4 1 2 3 4 5 6 7 8 c� 3/8' CAI=' i! " WF SEAM TYP. Jivanj e Architect, P.C. PROFESSIONAL CORPORATION 14112" AIA WF COLUMN-\\ ��-. 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 12 GA. 1E x CONT. Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com 1 1/4'y �.-.�r-,� -. --�..,, GF5 TOF' TRACK PER c`�, CONN. PER GENERAL TYP. MATCH SIZE AND SPACING DSL. CF5 STUDS 3 LOW BEARING WALL SCE's D. �� , (,� o $ r -� _ A NOTES � OF ROOF DECK CONN. (2) 4008200-68 AT INT. TYP' � fE 3l8x (3) SIDES TYP �'�a�c T uRgt I _ �C►, WALLS H55 CDL PER PLAN 1 112 - -4 3/16 �,p PRQF ��� TYP 1/4 Pr Z-PURLIN TYP. (2) 6005162-54 AT EXT. W! (3) 7/8"0 A325 0. 1 N 14 - WALLS 1/4 V " (2) L3 1/2x2 1/2x3!8 x " W , DECK PER PLAN. DECK PER PLAN I fie 3/8x4x8 W! (10) *12x 1 114' 3 1/2 01_g" W/ (3) �!8' A325 BOLTS '� 2 1/2 O.G. �iw.���►��. �� i� ��A W�..,►,..► �•._.•�..►._...�, . ------� SCREWS 30LTS TYP. i �` 2 °c/ r .�.. Z g M !�'— to.�� � �_ � � (3) SIDES � - �- � ��— , �v ; I p CONNECTION INTO FLINGS - �!- �' Q�' Z 'itl���ll i i '9' ty 1� >6 13 ilii�ll �ib R. pF� W 1 } TYP EA. ANGLE UJ/ (I a i -�-_- --_ ____ PLAN A 5/16 I 3/4' RETURN a} TOP a. is. EXPIRES: 12/31/07 c PIIIIPAPISAMIIIIMIll 111•11111•1111111 MI 1 fE 5/16x3 (MIN) x6 W! , --- X55 BEAM SEE PLAN(2) 5/8 M.S. T1'P. � l 1l, " WF SEAM TYP. 1�� I-f 1E 3/4xi0xi0 W/ C4) �/8'� Key Plan B DBL. CF5 STUDS BELOW E 3/8x6x6 w/ (10) *12x1 1/4' ----I 1325 BOLTS J 3 1/2' WF3EAM SEE PLAN (2) 4Q)05200-68 AT INT. SCREWS a 3/16 V WALLS WF COLUMN NEAR GAGE(2) 6005162-54 AT EXT. -------, FLANGE NOT SHOWN "re 3/6x5x5-/ WALLS •• FOR CLARITY I. . 5/16 STIFF fE EA. SIDE HSS COL SEE PLAN ��--'���-�'�-'�-'�-'~-'~�' . • CFS TOP TRACK PER r /l � `j HSS COL • • BEARING WALL SCHED. 1 1/2 '�11�_ _�-� 1/4 V UJF COL SEE PLAN PER PLAN (2) L3 1/2x2 1/2x3/8 x M 3 !2 01_g" W/ (3) 7/8" 0 A325 NOTE: �� BOLTS TYP. INSTALL COL. SRG. IE DIRECTLY PLAN 5 ON TOP OF CF5 TOP TRACK. CONNECTION INTO WEB c oar CONN CTION 2 H55 COLUMN S4SE PLAN 3 BEAM CONNECTIONS 4 SE�M/CD I�MN CONNECTION legend E /J�) SCALE: 1" = i'-0" 01240304 LSA SCALE: 1 1/2" = 1'-SL/'I 140 01240301 LSA SCALE: 1 1/2" = 1'-0" 4.0 01240302 LSA SCALE: 1 1/2" = 1'-0" 4.0 01240303 LSA 4,0 1/2" MAX WF SEAM 1 1/ ' 1/4' CAP PLATE AT TOP OF COLUMN *12 SCREWS PER HEADER SCf-TED. 1/4 C3) 5IDE5 TYP .__-_� 3/8 r fE 114x4x10 W/ (16) *12 x 3/4' (112 OF SCREWS EA. 51DE) SCREWS (1/2 OF SCREWS EA. --- 3/8' fie w! (2) 1!8". A325 SOUS SIDE) �-AT W10 4 (3) -I/8" 'P A325 BOLTS CF DOUBLE HEADER PER SCHED 5/16 STIFF. fie EA. SIDE cn 1/2" 1 1/ " =� � � AT WI2. MAX �"-�r-,.--„, I __ __ 1 D � � A 400T 150-54 TRACK TOP 1 1/4 ___ S1 4 BOTTOM W/ *12 SCREWS • _ -- 6' O.C. EA. SIDE • •��; ' \ • Z 1 m I I �/ x(GO . WI TH+2) x HSS COLUMN (SLOT TO ACCEPT E) • fE 8 L D • I/ N._ • •All AN WI TH+1') ll4 �'`--DBL CF HEADER PER PLAN, Ilk \ _ 1/4 V (SEAM FL GE D WF BEAM • TYP.1-155 COL BM WEB. `�- 1 --� fE 1/4x5x10 AT c TYP. •-�,,.� OF DOUBLE 1-IADER WF BEAM TYP. r-_-_.1 TO fE 114-1 3/8 fie w! (2) -/8 . A325 BOLTS"� fE 1/4x4x10 W/ (16) TYP._II_ -EXTEND fE WHERE BM r 114 AT w10 t (3) `il8"� 1325 BOLTS V-." 1>%fr E *12 x 3/4 SCREWS AT W12 v '1" LOCATION ON THIS SIDE e ► fE 1 1/2"x COL WIDTH x 1/4 I BM DEPTH Cloves f? 3/8x3 1/2" LAN + � >�M/ ,4M G ONN E C T I oN ,AM/ Ca UMN CONNECTION 6 SEAM/ COLUMN CONNECTION - E EDAM/SEAM CONNECTION 8 SE SE SE �. SCALE: 1 1/2" = I'-0" 01240306 LSA SCALE: 1 1/2" = 1'-0" 4.0 01240301 LSA SCALE: 1 1/2" = 1'-0" 4.0 01240308 LSA SCALE: 1 1/2" = 1'-0" 3 4.0� 01240305 LSA �.� DECK ATTACI-IMENT 2 ROOF DECK PER 2 r PER GENERAL NOTES. 1/4> C1NGL PLAN BRG GOL.�NOTE NO. 3) i e �_� 0 11/1/01 PERMIT REVISIONS LSx5x5/16 (TRIM VERT. LEG A5 ' • 1 3/8" STIFF. fie EA. SIDE 1 1l2" 1/2" REQ'D: EXTEND 2' BEYOND EDGE OF SLAB AT OPENING) • • "1!2' 4' l WF BEAM PER PLAN. (2) 4 VERT x 3 -0 / TYP � � �co �in �4 (2) *4 HORZ. x 6'-0' 1/4 V3612 I — 18 GA. fie PER 10154.01 ►� AT EA. SEAM POCKET -•r COPYRIGHT- 2007 BOTTOM TRACK PER (2) 1/2'0 x2-0" DBA 6 3" D.C.3/16 SCHEDULE AT END OF L6x6 EMBED IN .J a e 3/16 D STIFF fie 3/8X6 AT EA. SIDE rj 1/2T-I J.� Engineering. They shall not duplicated,disclosed or reproduced without the' SLAB i "! written consent of AAI Engineering. Copyrights and infringements will be enforced Z I /. '� 2 112" " .._.._, Client 5/16 5 fie 1/Sx5x1'-2", TYP. 112 [ iV l r �� ■po fie 1/8x5x1 -6 AT W12x53 t W12x19. .::'I fE 314x3 1/2x1'_2' AT 5IM GOND. - - �ra g e I ..._.._.. ,. ROOF E 3/8x5x1'-8' w/ (2) '"5 (A-106) w - / I" N.S. GROUT _ . ____ �! 5 storage r r . G x2 -6 (fE 318x4x1 -4 1 L.. SLAB 4 DECK �° *5 HORIZ. TOP TRACK PER SCHED. AT 5IM COND.) 1" N.S. GROUT r =EYOND y y 2" Project o (2) 3/4 TI-TREADED 3 TO fE SRG 1 DECK PER PLAN ��.- -��-..--,r-��r�rv�� WELD STUDS 0 4' GAGE .. _ �. e e. (2) 3/4'0 THREADED WELD 4 - -A (2) *5 CONT. (2) *12x3/4" SCREW 6 8" D.C. 1- N STUDS (LOCATE OUR STUD /8x5 1/2 x8 1/2 w/ (2) TYP. L6x6x3l8 (TRIM LEGS AS REQ D '' HIGHWAY 99 &217 fE 3 " f CMU WALL EXTEND 8" BEYOND EDGE OF ) > _ 1 1/2 FROM EA. END OF fE) ) o . . / *5x2 -6. HORIZ. (A-106) t S.W. WARNER AVENUE N. ��:{,:: � (1) +'5x2-6' VERT. D81 �..�...... .��...�.�.�L._._ SLAB AT OPENING) o _i __; TIGARD, OREGON c\I d IN o - (2) 8'O.G. Drawing Title a 10 CMU WALL, TYP. I 1 HS5 COLUMN BEYOND N 8' CMU WALL A / - (WHERE SHOWN ON PLAN) o 1--OP ,w �. (� DECK ATTACHMENT AT 51M COND. NOTES: �-,. �.. ...► �.�...,... .,,, ■,�...�,.,•,.,•.��..,■ 1. SEE 6/54.01 OR 7/54.01 FOR INFO NOT SHOWN. PER GENERAL NOTES. STRUCTURAL DETAILS Lit i ! A (1) *5 2. PROVIDE MITERED BUTT WELDS AT INTERSECTIONS OF L5x5 AND L6x6 AT CORNERS. Ak 3. WHERE H58 COL. 15 LOCATED AT EDGE OF FLOOR AAI Project Number = OPENING, WELD L6x6 AND LSxS TO COL. W/ 114" A A07072 S-4.03 FI T WELD. O 3 LLE �� �� Saving Code Revision Suffix K' ql i 10 UJ� 3E,�M GONNNE GT I DN L.00R 5E CT I DN 12 FL.00 './WAL.L. SECTION r112131415161718 g WF SEAM CONNNECTIO `V SCALE: 1 1/2" = 1'-0" 01240312 CLC SCALE: 1 I/2" _ 1,-�„ Scale Date Drawn Design SCALE: 1" = 1'-0" 01240310 LSA SCALE: 1" = 1'-0" 4Z 01240311 CLC 4.0 AS SHOWN SEPT-2007 MT o 4.0 01240309 LSA �.![/ Q 1 2 3 4 5 6 7 8 0 8 8 Jivanjee E 6 Architect,P.C.1 0 ,/ ii 2 1 PROFESSIONAL CORPORATION 4 EøI::: i 8 `4 9055 S.W. Beaverton-Hillsdale Hwy. Portland,OR 97225 Tel.503-297-5160,Fax.503-297-4635-jivanjee @europa.com A +0.3 +0.3 0 PRpF�r N + + + + + + r 1 ,',4 / 0 0.5 0.5 0.4 0.5 0.4 0.4 - w 115- `t z tv vismon• D +0.4 +0.4 +0.5 +0.6 +1.6 +0.6 +0.6 +0.6 +0.5 +0.5 t ' . SBi <40 4Y 20,A99�' Z J!r//!!!! !////A ///!//A...,,.,////A ♦ + tileN i o0, o G-102 +0.4 +0.4 +0.4 -+�_--_ � -- 0.6 0.4 w x �_---�,_." '.. + + EXPIRES 12-31-08 X F. + + + + + + + 0.7 0.6 0.4 0.5 0.5 0 5SB 0.5 0.5 0.4 + w B q /!l,,,,,! !!/,!,!!� s !/l,,,l,A..„„9r/,!!!,! ,. : + 0 w. 0.3 0.4 0.4 1 G-101 G-102 G-107 G-108 I Ke Plan I B-118 I + + + + + +0.3 +0.3 +0.4 +0.5 +0. +0.5 +0.5 +0.4 +0.3 C-106 C-107 Q,7 0.6 0.4 0.2 0.2 0.3 i SB - - - - -J S35°56'45"E 17 rl.32 Piss::::::::::iiiiiiiir...,,.iiiiiiiil,... ...,.,....//iiiiii iiiiiiii.,.... .. /iiiiiiA. //iiriii:;�....,.- ---...' �I I� -I ;; +0.4 +0.4 +0.4 +0.4 +0.3 M. r i % 0.6 0.6 0,4 0 D-102 D-103 D-104 D-105 D-106 I I J L - - _i L J L J L _ J {- I B-119 ++0.65 +� E3 + + + + + + + + + + + + + „ � � G-126 ;; 0.6 •. + + 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 II.• 0.5 0.5 0.4 %', I ;; .3 0.4 0.5 SB 11 i SB I- -- - - -� i- - - - -I �- -- - - -� B-108 B-109 B-110 I B-111 B-112 // !/////// ..,....w.m........Ylr/.%!! //!////....." GAS TR.4) i) 315 ':,ej O i - G Darrell Mulch H OREGON I r 17 I6 �.(p. 18-15.93 s. 6'HEIGHT,CONC.BLOCKS WALL �� NY �� , ,� . O8 .;it:.s ' Os °r1� � °,rl►t s ii♦ #!!!=. \- �a.�"�,,��•o•�:;,,�`�.._'°'�`�"�' r�c1�s�1a�I p cJ�` era�l�a e ) �cl �}�/wO-�C��S'f a fy�•� O Q •?T�r�G]S e�,�ryr�^.O�i E� O F.� •�Q O g,�•'S O S� O S ��� �� �*A;: w-- L `t 1 L r b :.6:11, /�ca§S. 0-" /s.t/ -1C/ i7X��,s A 1,iDo�Gj'r ���� 1I j�� ALL DECIDOUS TREES TO BE 3" CAL AT 4 T. IN NEIGI-IT - , � o' c CD �I� � '>► # SYM BOTANICAL COMMON SIZE �.j CO c o : �/ 126 CDL COTONEASTER LOWFAST LOWFAST COTONEASTER I GAL 6' O.G. P4 °' �fR/i�/I,rGIf1ijiJ.j!/j! N ' : GH Ict EGV ERICA GARNEA "VIVELLII" SPRING HEATHER I GAL w --� m if SEED 3 ARB AGER RUC-ARUM "BOWHALL" COLUMNAR RED MAPLE 3 IN GAL w co'co �z w�� 55 PGG PYRUS GALLERYANA "CAPITAL" COLUMNAR FLOWERING PEAR 3 IN GAL ARB ( Y IIIII :RspOEU EA MI (NI C ; 183 PLO PRUNUS L. OTTO-LUYKEN OTTO-LUYKEN LAUREL 15-15 IN Rs et ';M �� DOT�� • 255 RGEG24 RUMS GALYGINOIDES "EMERALD CARPET" EMERALD CARPET 4 IN 24 "O.G. '� N N a CS) 52 TOED THUJA O. EMERALD GREEN EMERALD GREEN ARBORVITAE 4 FT - 5 FT �,.i • RGEG24 �/_:;�,`` __ i W r`n,. tl ea EGV .:c' 1 JYCLOPARKC I GDL IE TA CI,,, A 010° CID 71 u) Lo ................... _.�0 ~t .� ("\f ��� OS .Q ,•d OB od .Q . BL `_ Zi rLb■:1111P: ><--i. PL. L E���{ : � N INV i +a �, 6'HEIGHT,CONC.BLOCKSW L �I� °Q EXISTING TREES TO REMAIN ( SEE ARBORISTS REPORT) EXISTING TREES TO BE REMOVED REVISED (II-26-01) Cl) " 5 ill Q� ;i3 / TREE NUMBER TREE NUMBER TREE TYPE" " "TREE TYPE" " " " —PLO c0 '�� ° 1 Pseudotsuga menzeisii - Douglas Fir § -,,,,... a p�" 2 Pseudotsuga menzeisii - Douglas Fir Uj co PGG �p� ° 4 Acer macrophyllum - Bi leaf Maple 3 Acer macrophyllum - Bigleaf Maple .46Z g p `► 6�,.�' S Acer macrophyllum - Bigleaf Maple < c\I S c34(9. " , 6 Acer macrophyllum - Bigleaf Maple O p f Acer macrophyllum - Bigleaf Maple a �` 5 Grataegus monogyna - Single Seeded Hawthorn c 4 8')(, 1 Pinus nigra - Austrian Pine 10 Prunus species - Flowering Cherry „r ° II Cratae us mono na - Single Seeded Hawthorn 'c•a °Q'd. TOED 12 Pinus nigra - Austrian Pine 0 b c;3-1'a: 15 Grataegus monogyna - Single Seeded Hawthorn W II)cocR 14 Malys species - Apple sr ::r Grataegus monogyna - Single Seeded Hawthorn 2 i I6 . Cr o i Grataegus monogyna - Single Seeded Hawthorn �( Grataegus monogyna - Single Seeded Hawthorn (8 a b 18 Prunus species - Flowering Cherry J CC 9 la Grataegus monogyna - Single Seeded Hawthorn < Z CC !4• g1 3 � ° 0 & I• ,4 iet l- _ W wog CC •a F7 la* ', i- ) 0 o ologk I .*,4111>tgyi l (3 t6J . 1— cc i •4• ' I ) 0J . F--i a� . ! a� a 0 Q .a a' %#► •lr"r < c3-> ilk C-3 c� • 101::71 .`i Ir O ba reds.) viir : 41 J O Ji<j:Q r,s L uimmr. rik% ►°- lfi 0 ("*.--- „a , o7 a : FLANTI NG PLAN + (1T4 L ".. 'b o Q•d DATE: 11/15/01 *�-, 0g L. "r\ Al DRAWN: DM i a a , j*,a) Q �,a A J` r:i x1.747 t\ Q I CHECKED: L71`� 1011141410 lb ID 4110 04100 O. 7 ow.° 40 FILE: 507102a 882°4708`W 0804' �► ,� REVISIONS: N ---I 1/26/0' +4 ___ ------1 ............. © AFGHAN ASSOCIATES INC. 2005, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AFGHAN ASSOCIATES INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF AFGHAN ASSOCIATES INC. SHEET ATTENTION:Oregon law requires you to follow rules adopted by the 0 10 20 40 60 Oregon Utility Notification Center.Those rules are set forth in OAR 952 -001-0010 through OAR 952-001-0090.You may obtain copies of the 9412 Emmlimmaimmaamiummin rules by calling the center.(Note:the telephone number for the Oregon JOB NUMBER: Utility Notification Center is(503)232-1987). SCALE IN FEET A0501 ,I I 0,.D PROs, : � •. , la I IT r ; i 0 vG4 r ,.t3. N� � RENEWAL 6/30/09 120.000 ° PREVAILING ,,� 1 WINDS C ��� SPECIFIED TREE Q) Si"ET CROWN ABOVE Fl OF NISH ROOTBA GRADE LL 4 (3) 2 x 2 x 8' DOUGLAS FIR STAKES, ATTACH TO TREE WITH TWO STRANDS { STAKING PLAN TWISTED #12 NEW GALV. WIRE & NEW G s ' 5/8" RUBBER HOSE REMOVE BURLAP FROM TOP 1/3 �'! OF ROOTBALL Q FINISH `� 2" Z ii SET CROWN OF ROOTBALL 1" ABOVE GRADE /� 2 BARK MULCH FINISH GRADE / � I� rIlr ril/�/�lL..orrAIi�-� --41% .Ar zArt/ �j/.o'rrirzrrAr I W "1WI11-111=111= °:.:•:`:•.`:• 1=III=11111=III u� ;1Ft' Q ili REMOVE BURLAP FROM TOP 1/3/3 OF =III=11)ICI N1 I ;;;;∎∎∎∎ SCARIFY SIDES AND BOTTOM .� z o ♦•••�►.•.4 M ROOTBALL AFTER STAKING MIN. DEPTH = III ■••❖.❖.❖.' , BACKFILL SOIL MIXTURE _ Q o \ 0 2 x ROOTBALL =1 •`=`�'�`''%`• 1= d o 0 BARK MULCH - 2" DEPTH ; // COMPATED BACKFILL SOIL MIXTURE Z / W 152' m 1'74" 111=--111=-III,.III-111 111 11 III= g FINISH GRADE 0j BARK MULCH CIRCLE SHALL EXTEND "III VIII III= ° fi BEYOND TREE STAKES IN TURF AREAS MIN. DIAMETER = 2 x u) fL //�I�.aririri- '.r/.dlr;A r/.I'f.//I�i _=�►� - •�... _ ,�...,�idll ROOTBALL WIDTH _ .••••••♦• 0 i , III—I1 ,••�.••�•�.�.�•�, - .••`•`•`•••••`•••, =111 ,.••••••••• •• I=I11, BACKFILL SOIL MIXTURE © �i1-1=1 •.•••••• 2 TYPICAL SHRUB PLANTING DETAIL •••••••• W \,�,,!•±•!•!.* X o +ll COMPACTED BACKFILL SOIL MIXTURE N ,; //Ji 2.0 NOT TO SCALE / STAKES SHALL EXTEND MINIMUM OF � THREE FEET INTO UNDISTURBED SOIL 7111E-7-111m---.111F_-.11,-1.._„,_,,. --rni-tl MIN. 2 x DIA. ROOT BALL NOTE: STAIN TREE STAKES WITH TWO SCARIFY SIDES & BOTTOM COATS OF #707 OLYMPIC STAIN w 1 TYPICAL DECIDUOUS TREE PLANTING DETAIL UJ o LI e, 2.0 NOT TO SCALE 3:. ,, -, w M .:c . 0 0 CD I' § w CC COWo O- W � Q LI 06 0 I< CD - CC >-' REVISED FINISH GRADE M CD (1) ALL GROUND COVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING ,,.(s^� AS SPECIFIED ON PLANTING PLAN �..•( ...a U :7 g V voi`• V (2) LOCATE GROUND COVER ONE HALF n �'� �, _ 41 �� ��� OF SPECIFIED SPACING DISTANCE -111_) .,,, ' ` ,. 2 MULCH FROM ANY CURB, SIDEWALK, OR "'-11 OTHER HARD SURFACE, UNLESS ArA T �� ,�'�',� OTHERWISE SPECIFIED ( =111 "'"�4.0---- kill 111=1I EARTH BERM TO FORM SAUCER BEI�ii� �J►� �1'� v1►� _ -111 _ -Ill PLANTING DETAILS t„ 1=111 t, 11 a _ .. _.._,,__ _ 1�_ TTY ♦!',� ��12 LIA111 LTA 111 111+111 =1111 h.4- TURN BACK BURLAP Valergliriffirlydr 2 X DIA. OF PLANTING BACKFILL ROOTBALL MIN. DATE: 05/31/07 Air, A 61)A1 I I kli ►� COMPACTED TOPSOIL '►,,�T r1 DRAWN: l K F ��' 'h11,T 'r11� CHECKED: C N H EQUAL FILE: 5077030 4 SHRUB OR TREE PLANTING ON SLOPE REVISIONS: ''�}��. 3 TYPICAL GROUND COVER PLANTING DETAIL 2.0 NOT TO SCALE 10/24/07 TVWD REV.11/07/07 2.0 NOT TO SCALE ::`' ODOT 11/26/07 C.O.T 12/16/07 C AFGHAN ASSOCIATES INC. 2006, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AFGHAN ASSOCIATES INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF AFGHAN ASSOCIATES PIC. SHEET L2 . O JOB NUMBER: 12/16/07-REViSED PERMIT SET A05077.11