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12511 SW 68TH AVENUE-2 REVISIONS B'r" ROTH s T. CONSTRUCTION INC. --- I _v EMENT TENANI IMPROV - 1 (f) I C() 8700 OFFICE BUILDING 6r (31 VE1\/ E (oati o 4 S , W . 5 _ I \o OF oJ \'12 C_:� Q r 2 AS - 11 \ G ON f;RID \ C ON eI3 I OIL V —A OUJNER / GENERAL- GONTRAC.;TOR: BUILDING DE5IC_:;NER: CN !P0J. T. Roth Goretruct i on Inc. F1)uj e 1200 5UU 12rol Ave. 5uite 200 13600 5.E . Talar Court y � Ti ard, Or, 9-1223 Rortlard, OR 91233 � g q - - ( 503 ) (o3e - 2 (o39, fax . C503� � 2 - 023 ( 503 ) 252 - 8015, 1=a >. C503 � 25�i 1892 �4 00 100, 100' _11 -:r, 16,.6} 01 . GV I l&TRVfGT ! ®I l T`I P N I I ' 14� _ g'•9• y-9• y-9• _9'-II }' H' 9' -- NO I �+ �� 1 �� I�� ,,I�� , ��� I �� StE AKS GI��IL ENGINEERING rLANS FOR EROSION CONTROL, � •} I z GRADING, UTIL'"1' ASID STORM WATER FACILITY PLAN, DETAIL lU AND SPECIFiGA ION OGCUAI�G�I' CROUP: B ( OFF I CE ) W Z u � Iar1 TOTAL FLOOR AREA : 7 (034 5r -\ ` STORK: TI I lO EXISTING PARAPING Cx — UJ I � d LANDSCAPING � � EXI T A INC 3—\ 1 VISUAL G \ CRASHu NOLO I tm' x 12' ii A _ CLEARENCE P I RE �PR I1'� L• R 5Y JT,_..1*'l : N0 wi SIGN .)�9 aLAIf�NSEN \ -AREA >\!0 - --- --- --- --- -- --- - - -- - _ - -- � I a a. i R I �- ---- -- - _ --- , 3-SPACE - ——---- BIKE PARKING /' u V Q V t) o EX 5-COMPACT SP CES *IS'-I ' v Z CV __ - --- -- --- - -- -- -- - I CURB C © © © Lu Q � L. L <1LU L MON T � � � �t a y v�Z \ \ 8101 O BASE o _ \ OCCUPANCY CROUP. B (OFFICE) TABLE 5-5 (5,000 5F < 400 WATT Lu p� �+ �+ g QEF 0 400 WATT � WALL LIGHT YARDS: 3 YARD5 = 100% INCREASE 1(0,000 5r LIGrHT I - — - — -- L GNT POLE N � � t MlCADA I � T -STo Y x 2 32/000 5F � o � � - R i � ENTRANCE 5PR!N<LER INCREASE: NONE MUL I R14 g14 0 F=X i � I ------ CURB � U [.� TOTAL AREA A1-LOWED 32,000 5F BUILDING MAIN FLR 3652. SQFT, 0 A d 2ND FLR 3W2. SQFT. (D 00 ---- -- - y, - . - ,634. SQFT. TENANT 11 1PR.OVEMEI T AREA �r`► / © © © �' © 2-STANDARD Ex ---- .F ' s CUA 5 COMP CT SP CES • 9'-I SPACE a 12'-0' CURB CONIC STEPS RISE ,' 1„��4 !N FLOOR AREA AND NOTE : \� �1 - --- -- ---- \ . . . — . — , __ . — , — . — . — . — , — . — , — , - \ - SGONh1=L_OOR �4R Z � 1. SEE SHEET NO. 9 FOR (ON5TRUGTION S_�FECIFICATION , - — ,4r 1 ,4N G N RAL. NOTES G S ECIAL INSPEC..TIDN PRC�GR D E E � n / OUJI'JER TO SECURE ,QL.L. fi='ER'1"11T5 REQUIRED BY \' � EXIST CITY SIDEWALK 2. CEN. CONTRACT R �r NTY AND STATE BUILDING DEPARTI`'1Ei'NTS -. T T LOCAL CIT , COU �1 q �' X 3. DERERRED SUBMITTALS TO BE i=ROYIDED FOR ELECTRICAL, MECANIGAL 0UA 4'-6" AND SPECIAL E ��UlFt 1ENT DESIGN BY OTHERS 5'-0" B'-6" 45'`F ----- 24'-0" IB' 74''0" --------- SEE 51-4EET NO. 9 FOR DEFFERRED SUBI'''IITTALS REQUIREt-IENTS. 51T 74' � z a o 4P 2 = �� I lU 200 _ lV 1" = 20'-0"5� cz III �5EVELAND eTA - Q R��� �D AETr4 : — ---- — BUILDING AREA 1634 SQ.FT. Ca 1.6 x 33= 25 SPACES ALLOWED i SPACES SHOWN 25 TOTAL °A E' __- - - ---- -- -- GENERAL- NOTE5 a O�i2��03 /� �-- /� STANDARD 14 EA. °R'°'� BY` PDI.0 __ —_ ---- — — `, D & I T; DAT ,4 := VAN ACC HC I EA. COMPACT Imp—_A. ' I. 51TE PLAN (o. 2ND FLOOR 'E1LiNG / LIGHTING PLAN TOTAL 25 SPACES NCHECKED BY: 1. EXIST 51TE VACANT OF TOTAL NET FLOOR AREA 1,146. SQFT. a 40go TOTAL LOT SIZE 11,866. SQ.FT. 2. 15T FLOOR PI.-AN 1. 2ND FLOOR MECHANICAL. PLAN TOTAL SITE AREA 11666. SQ.FT. — 3. 1ND FLOOR PLAN 8. CROSS sECTION AND DETAILS ANY aulLc INS. RUILDINC� LOT COVERAGE 3,"i01. SOFT. 20.1 �, � MAX COMPACT SPACES ALLOWED SCALE, LANDSGAPINCx AREA � 3,414. SOFT. 19.1 �o CITXOFTIGARD _ 1° = 2m1-0" 4. 15T FLOOR CEILING / LIGHTING PLAN 9. SPECIFICATION AND TYR NOTES 2. NO EXIST TREES ON SITE. TOTAL CzROSa FLR AREA 1634. gQ.FT. \ a 50% OF 25 SF-;HCE� a 12.5 < 10 SHOLLN Approved.... . •........••.. JOB: - PAVING AREA 1(4.151. SOFT. �o0.2 0 - 5. 15T FLOOR MECHANICAL PLAN LESS IST FLR ELEVATOR - 132 t;ondiLonallyApproved....... glY� PLAN 3. ADURk'SS: 11,8ro6. SQ.FT.a Ic�0.0 9A For only tVIOLA ew rk desc;ribedq� �$- — APPROVED NUMBERS OR ADDRE85ES SHALL 2ND FLR ELEVATOR - 132 .� PERMIT No. L .&-2_- (—.�J—` . ... ): �►EEts r L EG L D Fz 5 --- See Letter to:Follow.................. ........... .. -- BE PROVIDED FOR THIS BUILC�INGS " >^ IN SUCH A POSITION AS TO BE PLAINLY VISIBLE STHI,<WEL.L 2 EA _ 224 — Attach ....• 1 r'fi UZ "r Job Address �Z 5 /� .. � V - � V� �•• AND LEGI6LE FROM THE STREET CaF ROAD TOTAL NET FLR AREA 1146. 5Q.FT. SEE .ATTACH D �,A4Qr,� _Uate: ' FRONTING Ti-if; PROPERTY 8v'��� a BUP2003 00356 1 I ICE COPY 68th Ave. 12511 1 of 9 11111 1 q-, $ IWM!1!lA !l1r1AC_ MgIM ,p. wpm NOTICE: IF I HE PRINT OR TYPE ON ANY II —I1-I1 III ' II II I1�111 I II I II I 1S11 I111--111 I1-1-rI-►S11-I 11-1 IIlt II-II-I r I 11-1-�-1-1I—I I -l—1�111 1I11--'II1I IllI Is� 111 I111 ll Ili I 6IMAGE IS NOT AS CLEAR AS THIS NOTICE. �1l 11II1 il! 111t11011 .11 I 11I' Iltiliilt�IlII'IlI lIIlI ZI I be(,> ?allo:36 � IT IS DUE TO THE QUALITY OF THE - -- �� I I I I III i I I-I ►-I.I-III-II-I—► ►I-I111-111-.II��IzII—�-- , � - Lt- ► -flt- � s�t, -.�-y'I � 1�8IIII��I�IjiI lil11Wr�lll lll-l�llllll-11-1�11-111 J1-�-II�IIIillll�lllll-il-ll-tll�lz111111oI��8 — ORIGINAL DOCUMENT zI► ►IIeIiIIAIIII ►��Iil—l�l�►,1��1!I I �= I I ILII IIIIIIIII�I I�I �II I� • II ►II �►I IIIIIII REVISIONS BY I — '14' 21-011 , 21-011 I1-4' 30'40 9'-0' r.__- I'.4„ 5'-0' I0'-6' 10'-6' 4'-'r. 4'-6" 4'-6' 4'-6' IC'-(o" 0 -0, .r - - - _— - _ -- ---— - ----- --------- -------- --- - I --- -- ------ - ------- 00 --- _ I ---- - -— M UJ 71- 1 E) 15451LITIE5 ACT ( A�)A ) -- _ - -- � -- — ro gra 2ND FLOOR LINE- 2rra rof�2rd 2�„q,m ro 2 0 S62m 2ND FLOOR I_Ir!e - ro�1� m IT SHALL BE THE RESPONSIBILITY OF THE PROJECT ARCHITECT, ENGINEERDESItiNER, - - ?o��� -' - - - -� -- -' C-4- _ - - - - _ �o��� -- -" _ __- - -' ����_- - -' - --_ -�0r�p= -- -' - &��� __ - CONTRACTOR, OWNER, LESSEE TO RESEARCH THE APPLICABILITY OF THE ADA — — — ' — — — — — — — — — — + U.— — 2ro �m � —� — — CIL ' REQUIREMENTS TO THIS STRUCTURE, REVIEWS PLANS AND INSPECTS STRUCTURES ONL-1- — —i — Q ExIT FOR COMPLIANCE WITy4CHAPTER II OF THE O6SC, WHICH MAY NOT INCLUDE .ALL THE I r_. SIrN 'rE1"'if REQUIREMENTS OF AD J OFFICE OFF I OFF!CE I ►- e Q I 1 a a/DX5 II r3/pxaLo / I 8/px�/o co OFFICE � OFF IGE OFF!�_� 1— I� I 9/9 X 13 'Ip Q II/D x 13/7� II/D x 8/4 1MOv ABLE P4, } 10 WALL: -- �I� Q ly N Int — poo( L� �4 w I o " 1� 1 ©'-5 " 11 -43 II'-4Z" 20 MIN. ►-Z IS'-8 - - \ 14'-2�' I (J cv m M I N I a 4 3'-I I' 4 - ��— I 4 N ~� 51-61 j�z .9 W � 8 I 1 zs' 1135 mmi MAX. — TSP. 14 � MIN. TOP if AEFLEPART CTIvE I I - 20 MIN. ►� LAVATr�R MIRROR ° - I I - - DOTTOM n TEMP. - F - �l W - Ili 4) ao --- OFF I CE in I I L1 , m 4 -0 �' p _J 2D MIN. F I L E f� 001"I c CLEAR r - . 13/ro X 8/4 .0 FLOOR `� --- APACE - EXIT SIGN RECEPTION P 8 Y A T F 90'X48 01 . hL 90 (160 mm) I `fl TP.HOLDER - _�'•(230 mm) MIN. I I TE1"Ir-� ►� 411 HAND IL---'/1611 LANDi ip 11' TO 25' e430 TO 635 mm) I 1 UP �r z u i KNEE/TOE CLEARANCE mI 3- 14ro� \ ,�/l X 1/ Z 18 . 18 8 e 11 I6 -6' ---- -- 14'-3" -- I 1 �1� 1 ',� � � 1 -9° 4'-4' -- - I 1 1 3 -r sF=.DR ADA OFF I GE 14 � IDENTIFICATION 18' 1Q 13 �Xaia i 1 1 MIN. I HR STAIRWAY CORRIDOR I LO5 ' - , 4'-6' MIN. .3--v MIN. 1 - � -----I \9 � / � � 1 � ao Z r 13 -6 W m' I GLR. 1 0 3 -6 MIN. I MIN. � -- I Sri SF•D m T.ply. SRE AK R001' poi , 0 OFF I CE 5T ORACLE - a 1 0 \Q r- 3- 1.4rog - 15/3 X 13/1 / ' i T� I I�I�Q �. m m �9 N ' I I W _.EL � £�R_ �rolLET SRM GRAB BAR AT WATER CLOSET XIT EQ I� i x 1 @ I EX.FAN ry 1 S 8;p 7 UP _ LANDING 0� I �- al • II' 19'-3'it cc:T[I 4k,=4 TOILET Rrll, ��CTFmeTP.Hoo PER ` T Y 1.4 ro rrd _ /,�� flow I. GRAB BARS PER A.D.A. 3 UBC STANDARD SEE DETAIL INCLUDED `^ I _ I __ e, 2. N.G. LAV. PER A.U.A. E UBG STANDARDS W/ 30' X 48" MIN. CLEAR FLOOR SPACE N I OFFICE \� 3. H.C. WATER CLOSET PER A.D.A. ; UBC STANDARD W/ 4a" X Coro' MIN. CLEAR FLOOR SPACE � RECEPTION I / 4. ALL REST ROOMS ,H4LL BE PROVIDED WITH ARTIFICIAL LIGHT t MECH. VENTILATION 1 I II/5 X Ia/6 TYP. 14rorl> T1'P. 14CoP� 13/rOX!I/4- 9§ PER UBC SECT. 105 -I-Et--IP TEI"r J � 5.THE TOILET ROOM FLOOR COVERING SHALL HAVE A SMOOTH, HARD, NONABSORBENT LL I I e Q e ? •� SURFACE SUCH AS CEMENT, CONCRETE, OR CERAMIC TILE WF4ic.;-4 EXTENDS UPWARD Q I� ONTO THE WALL AT LEAST FIVE INCHES. THE WALLS WITHIN TWO FEET OF THE FRONTf- AND SIDE OF THE WATER CLOSET SHALL 3E SIMILARLY FINISHED TO A HEIGHT OF `� FOUR FEET. EPDXY PAINT IS NOT AN APPROVED WALL SURFACE FOR THESE AREAS. �I^ I ,/,5;xv � � ��� °' w Q SEE OSSC SECTION 801. THE ONLY APPROVED ALTERNATE TO THE ITEMS LISTED I I -� OFFICE OFFICE OFFICE OFFICE � � © � ABOVE FOR A FLOOR COVERING IS SHEET VINYL MEETING THE CRITERIA OF FEDERAL I I e / �m� SPECIFICATION L-F-415 A(3), TYPE II, GRADE A. C� 12/0 X 9/"1 12/0 X 9/7 12/0 X '3/-1 13/% X m I 12'-5�' 12'-5��' II'-8 " wG - -- ----- ren _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — _— — — — — —9m22� — FLO R 111 � `) cv 61 -0' 4,_6 4,_6. ljl 1. ALL DOORS SHALL BE CA? ABLE OF OPENING SO THAT THE CLEAR WIDTH OF OPENING _____ -_____ __._______ ___ ___ - _ _�__.___ _____._ _. _ - --- - -- -- - fin. Ul t- IS NOT LE55 THAN 32' (SECT. 310 (1) 2) OPENING WITH OUT DOORS TO HAVE A CLEAR 1. X WIDTH OF NOT LES£, THAN 32" --- -__-..-- -._._.__--- - _.__ �_-241 6, _-_____.-________ - - g'"m' — - 23__114 2. SIGN ABOVE FRONT DOOR YO READ " THIS DOOR TO REMAIN UNLOC<ED DURING U- 2' ;. 2'-0" 12'.9 " � Q BUSSINESS HOURS' I -<t' -__ ____--_, _ ------__---- - - 6 -- -- `. ' . L �; Z l'� cp 3. OWNER / GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON AP ALL DRAWINGS AND IN THE FIELD, COORDINATE ALL TRADES, CONSTRUCTION PHASES, '7 14'-0" tAW cv MATERIALS W/ UBC.-9l AMENDED BY STATE Or. OREGON AND ALL OTHER LOCAL d -- __-_.. --------- _-- ---------_-- _.__ -_- ---- ---- ---- --- ---- ---- - ---- ------- �______. ___---. - -- -- - STATE OF OREGON AND ALL OTHER LOCAL AND ST4,TE REGULATIONS. FOR FINAL APPROVALS ® � m 4. THE EXIT DOOR AND DOOR FRAhIE SHALL BEAR AN APPROVED LABLE OR OTHER G Z IDENTiFICATION SHOWING THE RATING Ti4EREOF, FOLLOWED BY THE LETTER "S' PER FIRE EXTINGIJ151- ER5_ NOTE : � — • SECTION 10043.4.3.2.1• - c P��.� �=, BOTH PLACEMEP;f AND QUANTIFY PER FIRE MARSHAL. ONE (1) FIRE EXTINGUISHER I. SEE DETAILS TC) THE LEFT FOR T`1"PICAL ADA -� � � f- T 913 FATED AT NOR. LESS TH/.N 2A1OB:C SHALL Eat= IN AN ACCESSIBLE LOCATION AND IN -rO AAT PLAIN 51ES FOR EVERY 3000 SQ. FT. OF FLOOR AREA. THE MAXIMUM TRAVEL TOILET ROCM SPECIFICATION, DETAILS AND NOTES Ul -- G�RR.� pow DISTANCE t0 EACN EXTINuUISHER SHALL NOT EXCEED '15 FT. FIRE EXTINGUISHER 2. EXIT SIGN TO BE CONT. LIT W/ Er"GR"T' EXIT LIGHTING AND DATE! LOCATE-1$ ME454R p-_..ALONG THS PATH OF TRAVEL. STANDARD !0-1 OUFC' 04/25/03 ���,� � I /� -�° O� I ��� � I� ��.� I �� ��pl� S BE PROVIDED l.U/ k�ATTERY BACK-U- �I.UER FOR 1.5 NRS MIN0`1 - l.� f-�t I I I v PER 1003.2.8 115T I I � i I I �I — I DRAuir, e, . PDW r THE MECHANIC4LLY OPERATED vENTILATION SYSTEM SHALL BE - 3. ANYTIME THE �UILIDING IS OCCUPIEC , THE MEANS OF EGRESS SHALL _ --� __ cl•4ECKED BY: FLAME-81`0 2 AG' GLASS OF FINISH MATERIALS USED Oil INTERIOR WALLS AND CEILINGS I r CAPABLE OF SUPPLYING OCCUPANCY VENTIATION AIR IN ACCORDANCE 6HALL NOT EXCEED THAT SET FORTH IN UBC, SECTION 801 t TABLE 8-A,B. BE ILLUMINATED AT AN INTEN51T'T' OF NOT LE55 THAN 1 FOOT-CANDLE AT 1I 1I WITH TABLE 12-4 DURING SUCH TIME AS THE BUILDING 08 SPACE __ �- FLOOR. SEE SHEET NO, Ia 4 19 FOR PLAN 5PECIFICATION AND NOTES >�� -� SCALE! II - I N I/4 - 1 -� C T RU C T�fRA L- NOTE : 4. ALL INTERIOR D IMEN51ON5 ARE FROM CENTER LINE OF JOB: 1 ST r=Looe 8G7. FT. 3rog2. 3�g2 ■ 3-� L0,41 INTERIOR UJAL.LS TO CENTER LINE OF INTERIOR IiJALLs TO 15T LR PLAN 91-4,4LL NOT E3E LESS TNAN ONE-N/S.LF OF 2@ GFM PER C;�GG. Ira. CFM / OcDG. SEE SHEET NO. 11 FOR STRUCTURAL SHEARWALL AND HOLDOWN SCHEDULE OUTSIDE ELSE OF ALL EXTERIOR STUD WALLS - ,AS SPECIFIEC> IN SEr_T. 1@@3.2.2 AND SPECIFICATION AND DETAILS. SHEET. 31. OGG LOAC >% i® GFM 31@. TOTAL CFM MIN. Sr --- 68th Ave. 12511 BUP2003-00356 2 of 9 OF w� NOTICE: IF ThE PRINT OR TYPE ON ANY I r I I f I I III I I I I I I I I I III I I I I 111 III III I I III III I I r T TI 1 I I III III I I III 11111 11 iII I (I III III I I ' 111 III III III III III III I l III III III III III III 11 !11111 1 1 1 III IIIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I---I I �� ILL--I---I �..I I-I gL- I �- Il. I---ITOL- I_ I_..11� ----I_ 1 i-J�CiO y� '7 IT IS DUE TO THE QUALITY OF T HE No 3A +-}---•= `"L `" '�"�"" ,. ORIGINAL DOCUMENT 6Z �11111111JIIIII Z 9Z Z tz SZ I T(z 07° 6t 8i LT et 4t >rt ET Zt T�T I �T 1a 8 I �L I �91 IIIIIII�IIIIIIIIIIIIIIIII► IIIIiIiIIIIIIIIIIII �III�II►III�IIIIII►I►III11111 IIIIIIIIIIIIII�IIIIIIIIIIIIIII►IIIIIIIIllllllllllll►IllII►III►�►IIl�lllill11i111111 tul►llI1111IIIII IIIII111I 111 IIIIII111tIIIIII RE V i 5 I ON S B'I'; 00, - - _ to -�,' --_ _ - - - - - -- - 01 -- -. 00 - ROOF: LINE e,4�2rz) e6.? a oto 2 2m 9Cd2P> ir-6 0 era 1 'v — -- -- m , I FLOOR IST FLOOR LINE - pL o0 -- - ---- _ z OFF I CE OFF OFF I CE OFFICE OFF I CE OFFICE OFFICE N a 11 ,0 X 15'3 10/4 X 1/0 10/4 X 11/0 10/4 X II/0 1014 X II/0 ! 10i4 X I0/3 LU n1ltX1 i I .A 9 e .n X11 0 LL � J Lu --- — lT STORA'.zE " — — — k -MAP — — L 61 1_ ' T.01w. v A r R ,0'x40' MECH a -- - --- TP.HOLDER CLP 1eLR �TCHASE '- 3,_2. ADA - 31-0. --- -- - a TOILET r 01 D 2m MIN. Q SIGN O N � -1/7 X -1/1 � - o i ►� i 0 � LANDING ._.-•- - 0 0 '" B RE Alm. Rr'i r _ .. �i. - J \ a, _ 12/10 X 21/7 �4 7f-0 r D CEN" OFFICE I 16 -m �- ADA IDENTIFICATION y 9 _M 14/3 X 20/10 SIGN ~ rAon P D O EXIT 91GN INR STAIRIJAY CORRID R f - - - c� ,n r- cm g,-41. 2,_31 , I �R�5' u / v 9'-I� lO'-9 \ G 1 3-'-II" 5 _2� - - -- 6 ASS UJ�EELCH44 L-Q V/ T'S - 1 18' 3'-D' `-� 7/10 'r/1m PACE C01" f=bTER RM. N�r(l PAPER /-� (L T.DIBP. ID/4 X 13/7 F I`i w T c� ' U = 3'-6' m ME 1 /10 X 22/3 N �! � �'O O � U l 1; � G c nS�i✓G- � '\Q 60AP DISP. s - TC ILET Ri'°I O iv -- ' 1 -rte EX FAN ( — 0 [ LA DINCa O� ' % © 3ol oo % -- HAND RAIL m `tT: �'' oo T1!IaOLDCR I Cep oo N --- ------- ----- — _ "�� 4c r`y- r 1 rota �, z OFFICE OF I CE OFF I CE OFF I CE OFFICE �� 12,'S X 15/r3 12/2' !1'0 12/0 X 11/0 12/0 X 11/0 r 22/9 X Irol'ID Jo 12'-5�' 12'-5 12'-3' \ / (� m QLn 40 L10 1— 1ST F IST FLOOR LINJ R LINE I — — *411 - - — _ �- --- - -- - _E�Eim -0 Z m _ 9 -- - �1 2 m -, -- --- — 'b m aim rd 9 2%0 I 2 2) S0) 0) 9� D gra tO Sap t?.> �: ���o Z N ROOF LINE F• Cp 1 e. �' � �9 . 6'-413 ;'-II i � m '118 II'-0' 6 -l8' 6' 4'-6' $ II'-(d � I C`1 — -- - _ - -- - C'V S X 2 _m. 2'-m' ------ <1 - - - -- -- N m . -r w = r FIRE EX I INGU15HER5: BOTH PLACEMENT AND QUANTIFY PER FIRE NAR3HAL. ONE (1) FIRE EXTINGUISHER NOTE : Z FATED AT NOR LE55 THAN 2AI05:C SHALL BE IN AN ACCE54IBLE LOCATION AND IN Q PLAIN BIE3 FOR EVERY 3000 50. FT. ()F FLOOR AREA. THE MAXIMUM TRAVEL 1. SIrE S4-IFFY "2 FOR T7 PICAL ADA *fz D137ANGE TO EACH EXTINGUISHER SHALL NOT EXCEED 75 N FIRE EXTINGUISHER - ® A • cv — a) LOCA11MEASURED_ '7j� } p�T}� OF T�y�,J.,, STANDARD 10-1 OUFG TOIL. T O # T I I I — "'� -- + a) - E R OM SPECIFICATION DETAI S AND N T S L O E, ca 2. EXIT SICxN TO BE CONT, LIT W/ Ef-IG�RI' EXIT LIGHTING AND 1/411 w 11 _0,1 �'�` � I �L.,�ME -.CiPRE,QD C�A55 BE PROVIDED W/ BATTERY BACK-UP POKIER FOR 1,5 NRS MIN DATE: 04/25/03 Y ENT I L AT I v N 5fE C �� I `�,4-r I ON FLAME-3FREAD CLASS OF FINISH MATERIALS USED ON INTERIOR IUALLS AND CEILING PER 1003.2.8 D� BYt SHALL NOT EXCEED THAT SET FORTH IN UBC, SECTION 801 t TABLE 8-A,15. 3. ANYTIME THE BUILIDING IS OCCUPIED, THE MEANS OF EGRESS SHALL - �� -'--� PDW BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN I FOOT-CANDLE AT � '� a-IECXED BY: 12. THE MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE FLOOR. SEE SHEET NO. I8 4 IS FOR PLAN SPECIFICATION AND NOTES �T Rl.,�C T L, RA 1._ NOTE : - CAPABLE OF SUI=FDLYING OCCUPANCY" VENTIA T ION 41R IN ACCORDANCE ( SCALE- - II WITH TABLE 12-A DURING SUCH TIME A5 TNF_ BUILDING (JS Sf'AGE 4. ALL INTERIOR DIMENSIONS ARE FROM CENTER LINE OF ' SEE SHEET NO. 1-' FOR STRUCTURAL SNEARIUALL AND HOLDOUJN SCHEDULE 1/411 = 1 -0 IS occUPiiED. INTERIOR WALLS TO CF�ITER. LINE OF iNTERIOR WALLS TO I AND 5FECIFICATION AND DETAILS. J0s: — Q 4m OGG LOAD O1�T51DE EDGE OF ALL EXTERIOR 51 UD WALLS ; SEE ORIGINAL B� I LQ INS FZERr� (gr PL,4N5 2 NL:� FLOOR 3Q. F7'. 3SO2. 3��2. I 2ND FLR FLAN OFFICE OCCUPANCY LOA© 1/lta0 5Q. 1=T. — SHEEt: S1- ,4L! NOT BE LESS TN,4N ONE-NL�LF OF 2m GFi"1 PER OCG. ■ Ito. CFM / OC:G. 7 AS Sf=EC:IFIED IN SECT. 10103.2.2 40, OCG LOAD X 10 CFM 4090, TOT,v,L CFM M1N. 631h Ave. 12511 i BUP2003-00356 3 of 9 OF e NOTICE: IF THE PRINT OR TYPE ON ANY III IIIIIII III III tll III I 'I III '►II III I I1 ISI 111 1�rrP 1 �11 ! II 1�1 I 1 1 � 1 II! III Ilf 1�1 111 tll 111�I III III 1� I 111 I� 1 1 � 1 III I I1I1 I�1 1J1It� l I ! 1 1� 1 I�I�II1 III 1 � 1 11111 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - beo IT IS DUE TO THE QUALITY OF THE Nn 36ORIGINALDOCUMENT - _ -- E 8Z 8Z I LZ 9Z I "Z ibZ t1l 911 9i IIIII� I ILII TI oo�� f I I VIII II►IIIIIIIIIIIII I II I � l i IIIIIIIIIII 111111 II IIIIIIIIIIII�1111111IIIIIIIIIIIIIIIIIIJIIIIItlllllllillll II ► � I ►�� � 1� ��►��I��11►��►�►�►111u��1►� ►�llllllllllllllllllllllllllllllllllluullll llI_III►I IN11 r REVISIONS 5'T : x 14'-(d' ---- - - ----- -- -- ---. - --- --- - - -- - - - - - y . -�� 4 I ❑ F-1 El El - -- - -L— I fz 1 a � { Q m ,I � 8 Q a- X U u Lp H ELEVATOR ❑ _ -- I I l OWN F—I O , II O =4- z low i ORA FF \ ry I i (s Q La ❑ ❑ v z 01 m - L 7 C::� 7 EE t NO EXTERIOR L IC=x -4TINC= TO BE Ir4C,,4NDESCENT L IC=I-4TINC=. ~ �1 2. 47, LE .4 S T ONE L 0 2,4 L S�--I U T - OFF L {C�1-4 T 1 N C� C ON T R'.O L el-4,4LL Ev'ERY 2,OP>O. 5 .IZ. FT. CaF LIT FLOOR ,4FcE,4 4ND 5P,4CES ENCLOSED E3Y U,4LL5 CSR CEILING t-4EIC=4-17 �, TfRICTL, fRAL NOTE : LL 3. FOR OF-F=I CE occuP,4Nc! 5 O%I. 2,rd00. SO. FT. OF SEE SHEET No, I-I FOR gTpUC(URAL SHEARtUALL AND 4-l.�LDOWN SC!-+EDUCE - INCADETAILS. - f f I �-!T ,4 ,4 ,4LL It .ITEf�ICR L C� AN AND 1 ��T F OOR �'� D GO NT IC�UOUa Lcn r v-r"STEMS S+-4.4LL E3E EC.QUIPF'ED UJITI-I ,4Lu UTOt"1,4 T IG CONTROL TO SHUTOI^F LIC-c�-IT1T•1Gx,,4UTOi"I,G,TIG _ _ n N GCNTROLSMA�r'" INCLUDE OGGUf='.4Nt�Y SENvDRS, 1'� IUITG4-4 S OR C) -4E: L7E �/IG -6 Gr4F�,4BLE cl'1 ,4UTOM,4T 1 C T I E S E QQ z � aC � C>F .4UTOh'1,4T'C-,4L-L'T- SI-4UTTIN(:= 04=F TI--4E LIG4-4TINC- DURING � NORM,4LLY UNC�C�GUPIED PERIODS. �UTOM�TICr -- j • l7 ;oNTRvLS S�-I,4�L INcoRf�OR�4TE 1._oG�L ovERRIr:>E _ _ DEv{CE5 T4-4,4T: ,4. �`�RE READ tL,r ,4cGESSIE5LEt B. 4RE I, ALL5 ,45OVE GEIL. GRID "'s I- 1 LOOTED 30 ,4 PES250N U31NC T4-4E L�E�/iGE G,4N EE'T4-4E <E T' NOTES: _ EFFECTS Oi= 'T4-4E CONTR .SLS t G. ,4RE M,4NU,4LL-T- OPEf@ ,4TEDt D_ ,4- LOU) T4-4E LIC-s4 4TINCi IC., REMAIN ON FOR WALL••'" SELOW GEIL. GRID �- DA7�.�4�25�(d3 NO T4-4,4N Tl.UO 4-4oUtRe r4FTER T4-4E INITIATED t ,4NU E. n.I BY: GONTRCDL6 ,4N ,4R;=,4 NO � � -) T �au � CEILING; ON 2x8 CE I L INCA JO 16T y PD I.0 EXCEEtD1NG 20�� gc�. FT. LOc,4L o�/ER}i'1DE SuJITC4-4IN2- 1 11-10 VE 14 15LE PARTITIONS L ALL5C=KED� -- KED ,. CNEB7: `1� DE�/IGE� ,n.fi�E NOT REC�UIRED UJI-4ERE JGCL. f=,4NC=Y /� SENSC>R Ai2E U:3ED. - — — - 2x4 GRID SIJSPL ENDkCEILING Or- = 0 4, E->''rE1;21G�R I_ fC4-4TINC� GO1�iTROLg" EXTERIO�i' BUILI� INC-� I /� _. C-sC= SED _— L. I +-4TINNOT INNE=) FOR 2� - I-+OUR GONTINUC3 USE OPEN TO 2ND FLOOFR 45OVE _ goes: 54-4,4LL BE ,4UTOM�,TIGALLY GGNTROLLED 8Y ,4 711" Efl— OR I'--,T FLR CEIL/LGHT F'I-4c�TUCELL OR Bc�T1--I. TIi"1E5 X34-4.4LL 8E G.4�'.4E_'�LE G>F ,4UTOM,4TIC �D>JUSTMENT FOR SE�/EN D,4YS ,4ND FOR 2x4 FLUOREJC NT LIC �-I� FIXTUREgNEe7: SE: 4� GN4L D!�~''L IGc4HT �/4R1,4TIONS ,4ND 4-4,4 `E t A(,-< - UP G�,P>4BILITIES To Pfi2E'✓ENT T4-4E L056 CDF= T4-4E UEVICE '8 f='ROCR,4M ,4Ni� SETTING FOR ,yT LE4T 10 +-SOURS IF Po�.uER I� 1NTERRI..�PrED. !x4 FLUORESCEN�I LIC->:,I-4T FIXTURE 68th Ave. 12511 BUP2003.00356 4 or NOTICE: IF THE PRINT OR TYPE ONANY r11 11 { � � { ill 111 11 { 111 I 1111 111 III Ill 1111111 ,.-1Tr lir I�r III I I III III III III III III III I I III III III I!I III Illlill I I' III III IIIIiII III III I �IIIII III III III � III 1 I I I i !, i l I I I I I I I I T 1 1 1 I to I l I 12 1 .�f 3 4 4 6 --_ - 7 -- - 8� 12 IMAGE t'r� IMAGE IS NOT AS CLEAR AS THIS NOTICE, � 1 _-_.._. l ��_____ -_�______- ___� _. . — .W. ,,r�• ., IT IS DUE TO THE QUAL►TY OF THE —,I,, N� ORIGINAL. DOCUMENT s sz ez cz- 9z sz bz sz - z__ ><z oz s1[ s�t—t�t g(t st - Ibt ��t zt tt t s eT t, �allill 'lll llJl1111111ll1111i1111 u11�►►IIi I►I � III li II1�1�II illi{llllllul�l��lllllllll�l�l�ll�l� {�� � � I►►IIIIIII1�1IIIIIIIl�1IIIIIII{�IIIIIIIII�IIII�IIII�IIIIII Ill ` I I �u� 11.�1Il�lllli�Ill�llll� Illlll III � � I III I III I ILII Illll��llllllll I Ll ( I I II IIIIIIIIIIII � II �I I I I1� illlll REVI5ION5 BY: 3'-II" 36'-10' I. EACH FAN USEL7 FOR MECHANICAL VENT:LATIJN SHALL -- - --------------------- -- --- _._-_ _ _ _ -_ BE PROVIDE WITH READILY ACCESQ+IBLE SHUT-OFF SWITCH LOCATED NO MORE THAN Orr " ABO`✓E FINISH I FLOOR. GAS FIRED ROC?i= UNITS SHALL HAVE A MIN. COMBUSTION EFFICIENCY RATINJs 01= -15 g. AT MAX. CAPACITIT' ANh 12 n ( 1 AT MIN. — I 3, COOLING DUCTS IN WALLS ANM ATTIC SPACES SHALL 13E 7-7--! --_ — - INSULATED WITH fR-5 INSULATION W/ .5 PERM VAP01R (Y I m 15AF2RIIF1R. I g• I N r - 4• HEAtINCx DUCTS IN WALLS ANU ATTICS SHALL 8E INSULATED WITH F-z-S INSULATION WITH .5 PERM VAIFOR BARRIER. 5. HEATED SPACE SHALL F-�AVE A THERT"-'IOSTAT WITi-1 A 8• — Q N RANO-sE OF 55 C>EGREE3 TO 85 DEC�REEB. IT SHALL BE m ADJUSTAE3LE TO 1`'ROti'IL7E A TEMPERATURE fRANC-sE OF UP B I TO Im DECxREES FAHRENHEIT BETWEEN FULL HEATING _. ._ I�B... .__ - --r - - --- --- __I _. - --- - --I ----- - - - - - -- -- - _- — — -- -- -- --- - -- 1 ( I O a. AND FULL �`OOL INCA X 6- HVAC SYSTE'"I SHALL BE EQUi�PED WITH BETEsAGK AND "` 0 U SHUT-OFF CONTROLS. EAC�4 THERMOSTAT SHALL HAVE A o� __- 8' _ DEAD BAND TO ALLOW FOR ZERO +-4EATINa OR GC�OLINCa- — - - — I.. _-- —.._.___ I0 _ -- _ — -- _-- _ __—_- -1. L.AVATORIEB SHALL 13E EQUIPPED TO PREVENT A FLOW j Q c OF MORE T"AN .5 C%AL. / '-LIN. ANU BE EQUIP1ED TO h v PREVENT AN OUTLET TEMPERATURE C=REATER THAN 110Lu n- EDECzREE02 FAHRENHEIT. / -- r _ e 8. WATER NEATER SHALL NAVE A AUTOMATIC TE"f E:RATUf� GO TROLS CAPABLE OF ADJUSTMENTS FROM LOWEST TO r-� ---- - -- 1-1ICsHEST ACCEPTABLE TEMPERATURE SETTING-sS FOR IL-11 EACH INTI-NrUSE. S. AT H -R. HA "AVE .5 TON yr ELY OR 12®,0�D0 BTU - 1 WATER EATS. S LL VE A °SWITCH TO TURN OFF THE WVATC ROOF TOF 10X2 ELEC't-RICIT`t" TO THE WATER HEATER. 1©. INFILTRATION RATE f=C FR WINDOWS TO BE .31 CFM PL=R i FOOT OF SASH CRACK (AST" 20B) n 11. INF►LTRATIC)N M.,ATE FOR DOORS TO BE 11 CFM PER 1=001 10X1® I OF SASH C=R��GK C A13TM E 283 GsENERAL r !EC�ANICAL NOTES: 8' 1. CONDENSATE WASTE P PES FROM AIR-COOLING COILS SHALL BE SIZED IN A'-CORDANCE WITH THE OREGON MECHANIACL SPECIALTYCODE, SECTION 3102. ---- --- -- --- ------ --- -- - I - - - - ILI- 2. WATER H=ATFRS SHALL BE ANCHORED OR STSRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. - _ STRAPP NG SHALL BE AT POINTS WITHIN THE UPPER Y3 AND LOWER Y3 IOX24 �.,. OF ITS VERTICAL DIMENSIONS. z 3. GA8 PIPING VALVES SHALL NOT BE LOCATED IN ABOVE CEILiNG SPACES WHETHER USED ASA PLENUM OF NOT, AN ACCESSIBLE 120,000 a ® W SHUTOFF VALVE SHALL BE INSTALLED IN GAS SUPPLY PIPING (� HVAC TOP- 8, OUTSIDE OF EACH APPLIANCE AND AHEAD OF THE UNION L_1 CONNECTION THESZFFTO. PHUTOFF VALVES SHALL BE WITHIN 3' OF THE T APPLIANCE: IT SER\'ES tiND IN THE SAME ROOM OR SPACE WHERE THE APPLIANCE IS LOCATEDI- z 4. WHERE UNIONS Ar,,D NECESSARY, IN A GAS SUPPLY SYSTEM, RIGHT AND LEFT NIPP:.ES AND COUPLINGS SHALL E1E USED. UNIrN5 MAY ct1 BE USED AT IXPO:'CD FIXTURE OR APPLIANCE CONNECTIONS ANIS - - - -- --- ---- - - -- - - -- - i1� cv TIONS IMMEDIATEL EXPOSED EXTF'�IOR LOCA �' DOWNSTREAM FROM ; I -- - - - _ -- - 1 --� THE BUILDING SHUTOFF VALVE I 0 _, } (j1 5. AIR MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CR-1 Z SHALL BE EQUIPPED WITH AN AUTOMATIC_' SHUTOFF. THE POWER = Q SOURCE TO THE EQUIPMENT SHALL BE INTERRUPTED UPON --- ----- --.__- -_.. _ _ _ _ _ __ _�__ _ _ - _� �i1� z 11-- 0 DETECTION Or SMOKE IN THE MAIN RETURN AIR DUCT SERVED BY ' SUCH EQUIPMENT. SMOKE DETECTORS SHALL BE I.ABLED BY AN APPROVED AGENCY FOR AIR DUCT INSTALLATION AND SHALL BE U INSTALLED IN ACCORDANCt WITH THE MANUFACTURER'S "® INSTALLATION INSTRUCTIONS. WHEN i IRE DETECTION OR ALARM SYSTEMS ARE PROVIDED FOR THE FSUILDING, THE SMOKE �- DETECTOI,,�S SHALL BE SUPERVISED BY 6U(-,H SYSTEMS L(1 �. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE _ i 0 11) SECURELY FASTENED IN PLACE. SUPPORTS FGR APPLIANCES ❑ 40 SHALL BE DESIGNED AND CON;:TRUCTED TO SUSTSIN VZRTICAL AND HORIZONTAL LOADS WITHIN TNF STRESS LIMITATICNS -L[:-] f SPECIFIED IN THE BUILDNG CODE. SEE SHEET NO, 21 FOR DETAIL AND NOTES, 1. HORIZONTAL_ DUCTS SHALL. BE BRACED AND GUYED TC PREVENT z LATERAL OF HORIZONTAL SWING AS PER CURRENT SMACNA RESTRAINT MANUALCIA Ps. METAL DUCT SHALL BE SECURELY FASTENED IN PLACE AT EACH ,4 �, 6i CHANGE OF DIRECTION AND AS SET FORTH IN TABI E 6-E OF THE - - --------- __ __. _... ....----------------- - ------_-.-- --- -----..-..- -- - --__-___ - ---_------- ------ --_-_ U _--_____ 2002 OREGON MECHANICAL SPECIALTY CODE'. G � Cal) 9. OPENINGS FOP. L?�� Tg PENETRATING FIRE RESISTIVE MEMBRANES S T fR�(---T L�f;;;PA L NOTE : ARE REQUIRED TO BE EQUIPPED WITH SMOKE AND FIRE DAMPERS. Ul SEE SHEET NO. 17 FOR 5TRXTURAL SHEARWALL AND HOLDOWN SCHEDU-E (X H FACTORY MADE AIR DUCTS SHALL NOT PENETRATE CONSTRUCTION AND SPECIFICATICN AND DETAILS. O ' WHERE FIRE DAMPERS ARE 'REQUIRED. 1 u_ = < -z_ 4 J 0 U- Ira. MATERIALS EXPOSED WITHIN DUCTS OF PLENUMS SHALL HAVE A _ - J rj Z �j d� FAME SPREAD INDEX OF NOT MORE THAN 25 AND A 81". EKE I ® ��j - -E f _- 4 _ 1 DEVELOPMD RATING IF NOT MORE THAN 50 WHEN TESTED IN K�� NOTE,' ---� - � !AL1 ACCORDANDE WITH THE TEST FOR SUS'::ACE BURNING N p C44RACTERISTICS OF BUILDING MATERIALS, UBC STANDARD 8-1 G45 HEATING/ELECTRIC COOLING 1/4 � 1 ' -o" n f 01 ROOF TOP PACKAGE W/FRESH AIR DAh'1F'ER �' 11. ALL HVAC REGISTERS SHALL BE MIN SIZE OF 8" DIA. WITH A MIN. -1 AIR FLOW RAPE OF 200 CFM 580 lb- MAX. UNIT WEIGHT. SEE ENERGY NOTES SHEET NO. 20 LF.L`:END � '0 51E5MIG ANCHORS CONNECT HAVC UNIT TO WALLS ABOVE CEIL. GRID CURB W/ YDAtE:" MIN. WIDE lro GA. TIE DOWN STRAP �_ i� 08/23/02 VENTILATION AT EACH CORNER W,4LL5 BELOW CR IL. DRAM 13Y, - MWL -- I. THE MECN �r'ANICALLOP. RATED VENTILATION SYSTEM SHALL BE MOVEABLE FARTITIO��S WALLS CH-ECKED BY: E' J,J CAPABLE OF SUf=FLYING O,1 CUF'ANCi' VENTIATION AIR IN ACCORDANCE SCALA: WITH TABLE 12 -4 DURING SOC'! ; TIME A5 THE BUILDING 05 SPACE S�F:'}�!_`I' 14IR 1/4" = I'-0" 15 OCCUPIED. roe- 15T MECH, 1 5T FLOOR SQ I=T. 34aS2. 3&&72. 31 OGC� L0.4D RETURN AIR _ OFFICE OCGUPANC'T- L0,4p 1/1@@ SQ. F-T. 1@@. S14EET: 5+-N, -,LL NGT' E5E LESS T�-44N ONE -HALF OF 20) GE=T"1 1- E-:IR OCC. = 1@. CF-t-1 AS rvPECIt='IEI� IN SECT, 100)3.2.2 5UFFL�T' LINE - --- 3"1. OCC LO�.I� >c 1@ GFT"1 _ 3-1@. TOTAL GFT"f T"iIN. 68th Ave. 1251 RETURN LINA ---- --—---- BUP:003-00356 5 of 9 OF ,1 NOTICE' IF THE PRINT OR TYPE ON ANY 1-11111 I I 1 I I 1 1 1 11 I III I I I III 1 j ' III l III III► I I"I I�1 1 1 1 III III ► I III I I. III III III i I I l I l i ! III III III III III I I l III III III III ' i I l I l I i III 11TI I I I I I I I I I I I I I I ' I l e lIIII I I I I I I I 1 1 1 1 1 1 1 1 >' IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I 4 I I 6 I I $ I I 10 ].1 l� IT IS DUE TO THE QUALITY OF THE No. �C� .� ORIGINAL DOCUMENT E 8 Z 8 Z G Z 9t, Z O Z 16 t 91t -OT - 8js - - 19 _. 9 £___-_- -- -T IIII I III II II ILII► IIIIIIIIiIII►I�IIII H 111� I rrI II l I I' IIIIIIII I I II III ILII►I.IIIIIIIIII.IIIIIIIIIIIIIIIiI �III��IIi�III11� 1111 ILII III �� II 1 �i I III .I►I ,11111I1llllllllL llll�Illlllilllllll�l►� Lllllllll� � .I� II►1111111 REvISiONS B�"": li I --- — Q N (P iL LU ELEVATOR UGA.10 6F'l.A7tl� buf°T' CQMlnRE�sION P05T -_.----- [PAT,PENDMG) i I � nt I 1 N irk ill �.'GortDUIT(C�►�i .p G.i$UPP'OW upC- MAIN DEAR I 00 Li „ NOTE: ` --- at v LIGHT FIXTLM Ur. 21 LBS. MAXIt W LOAD 334 Leo.L.AMTAL TIM5 11516 —� SUSPENDED CEILING STRUT •• • • - ` -- � CIA � iia:.•. I r The suspended acoustical ceiling system shall be anchored to resist lateral / w fe seismic forces [Section 1630.2 and Table 1601. Provide suspension wires not — _— — - — smaller than No. 12 gauge spaced at 4' on center, perimeter wires on terminal q ends of cross and main runners at a maximum of 8' tram each wall, four No. 12 DI ~ 1 gauge wires splayed 90 degrees from each other at an angle not exceeding 45 __—__._. _- _ ____. ___ �._ `___-_- ___ _ ' -- -- — - -- — co W degrees from the plane of the ceiling with a strut centered and extending to the structural members supporting the floor or root above and spaced 12' on center in both directions starting 6' from each wall. AU lighting fixtures weighing less --- ---- - ----- _-- - -- --- - - - - �� � � than 56 lbs. shall be positively attached to the suspended ceiling system [ASTM C635-94]. When using an intermediate grade system, No. 12 gauge wires shalt u O Q[ be attached to the grid members within 3” of each comerm of the fixtures, W - _ Q f lighting fixtures weighing fess than 66 lbs, shall have two No. 12 stack wires 40 coy tnected from the fixture to the structure above. Ceiling mounted air terminals 40 or•services weighing less than 23 lbs. shall be positively attached to ceiling runners. Provide an lilustration. 1 r Z � 63'-ml66' E A C 14 wA li' ----- - ----- I m N M U I CG�.1f~''1'FiZ.Si.UQ� i-ih�•k.�RS _ . .--- - --- _ - - - -_ ------ _ - - -- - ------_ --_. - - _ - - _-- - -- - ----- - - - - � � � W � X CUl*ai�c�c1"IoN YX�/IG2S If 1,An2E 1"AAH 1:4 OUT ew ro W. GeA44 Ar"Av� LL�.u►�n - � � 0 � r I 6AeA0L1'Y ��R IC � ' L, NOTE : - I _ v z TYPO ayv Have I cn m SEE SHEET NO. 11 FOR STRUCTUFAL SHEARWALL AND HOLDOWN SCHEDULE" W r �-- -G"mC'i'tJl AND 6FE:IFiCATION AND DETAILS. O �"" -i � /� 1/4 1 ' �-O O cn br7DITioNb�., lJ`,/ (otxui2b 4l L Z McM5E2s W/Ih! \DMAC *20 H11a"t �+ad�.s To 6 C)� f'E;Z!Me1FK 12u vq � """ - "" 5TR1.yGTUt�E LM M CX r — � N� L ST.1 t►t-+'z E iZ i'sl�. C�Ir p TWt I .`_'"�, T�'P-7.� �' t[1 ep-TV1 -N �u� K WALLS 45E GEiL. GRID DATE: .:� ' t.�eat�. ori' pea IM2rER. !�fwhl �UNN63 "'�1 --"� � ;�ul'Pt> t w/� wlr�Q� •k, S 6'rw4"ncNa,, m�l2��m3 ''�'� 0f, w 4rtcl w► � els' o% I + WALLS 5ELOW CEIL. GRID ---- -_J er-- DRAUN BY: PDLU i' _., ---•---G, -' lr.,l. ____ _ ._.._�1 2�dc.�_._._ ,,�r______ CHECKED BY: �'r•�� , 121 n°�'� „ w�Y MOVE,45LE FARTITION5 WALLS t.:A•mAL 00"NG'' IZ'°A t�►i w�Y, M-NN EUNHt:Gt V tTixTuR-a , kV61N 0K.4--owe IN 6I0P pv4Mr- o- sc;ALE 1,'4 4'-2� " " 4 V F-rrm.l CX00 mw''M 2x4 GRiD 5U5PENDED CEILING JOB! 2ND FL Ct:IL/LGHT SHEET: F-...1,R/4CiNG AOR 6U5F=ENeED CE IL INS _ _ 2x4 1=LUORE5GENT LIG�4T FIXTURE I ♦ I ix4 FLUORE5GENT LRUP20 IGHT FIXTURE �� Ave. 12511 F_iUP200?-00356 6 of 9 OF e ,....., _ _-...^M ;R.1^LGurlwr!!1�.+�F�.w.>ttiv,w. r:.: M .•- ..R......:r.r:. �z.m!rr.. .• <^n.,.-„q'�.,�m+.KM* °mr,:n,rNe�..�uhcanMkK?f.+w17Yn. "'.WNId1�k'4T ., _.-......._...-.-.-��.........wa.�-•.. a .. .. ,. .. ,., NOTICE: iF THE PRINT OR TYPE ON ANY �I I f I I i 1 1 1 1 1 ! IIIIIII ( I I I I�I I I 1 (1 1 1 III (IIII 1 1 !IIII IIII 111 1 1 1 1 1 1 III IIII IIII 111 IIIIIII V I I I I'I ; IIIII I IIIIIII IIIIIII IIIIIII I I I I I IIIIIII 1111111fi I I I I I I 11111111 I I I I I I I I I I I II I j,I I i 1 I ,G I 3I 4 5 I 6 _- ' - 7 --- I -g�__—�_ :--_I_ ..l. l _ IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ 1 _1 ---- --L-----.. _------� - --- 1--- -- -- --1---- _ L - 3e IT IS DUE TO THE QUALITY OF THE T No. � •�'�� � °"'�`'�� ORIGINAL DOCUMENT V111 III1-1, z O � e� 11 T I�1II VII 111�gzIIIIII �I1bz1IIIIIIIZI 2 44X REv1510N5 B -- --------- -- I LuN 8 \ t- -0— _47 8'-- --- JUNIT DIMENSIONS3 TO 6 TON [10.6 TO 21.1 kW] MODELS QGAS HEAT t ELECTRICCOOLING PACKAGE � \ 7bl 1/32 BRACKET --- - - ----DISCONNECT -- 11- _ U FL11E OUTLE"- SUPPLIED W/UNn' \ � (� Q1 � \ /./ \ Q SUPPLY:3AS � '' -- - - --- - --- - --------- - - - J OJ ENTRY _- _ _-__- .- ____ _-_.---_._.. _ _ +1p"I'M mrr=]Nt l 0 Q tV v 1183 rnr COMBUSTION - — -- - - Qlp INLET \_ - ! - -- - ` I ' - �ivAG t IT I I m Q- a POWER ENTny . BURNER ACCESS --�/ / \(�'-' �� AJC ------ ---t------- � — --- - \ CONTROL ENTRY 0 —�� g• - COMPRESSOR/�I 18" - 1 CONTROL BOX I457 mrr,, `� ,tom -1S �i r (21 mml ACCESS . .9 1233 mrn] \\ ' RACE ELECTt11CAL dNTRYN BASE GAS ENTRY , 1� �1&1011 -� - ---- _� \ I I low (BOB.. \� `. I- _._�.—__--- -- �!''" /'�.�.-' �'•\ �`` ` (333 mm]/�/�j-/i ,� �� ISI mm] I 4 ---- / / oro �- / /r . `G� Imm o/ ,ln �, %;%�// 1367 mm] TIP' -- - HVAC ROOF /S�• \ //// UNIT ...................... i \ \•�, [243 mr-i[ 6�) �\\\\ i/j/ , / I ear 173mn]'\ \ '2 !4" I BOTTOM fib cel �. 4411n \ /els � (1835 mm A '1121 mm) N i?' eern Manufacturing Conlpalry 151 mm] [ ]DoslgnaMa Metric Conversions FRESH AIR DAMPER --- ----- ------------ I ----_ __--_ _ -_ _- ----,-. - - - - -- -- - - - ---- � � LU 3 to 6 Ton [10.6 to 21.1 kW] Models RXRF-FBA1 (Manua[) :=' � . --------__—_ --____.._._..__-_ -I------- -- ---------_ _-_--.- — — --- — — ----- - - - --- -- - — / RXRF-FBE31 (Motorized) 7.5 Ton [26.4 kW] Models \ ---- - ------- --- --- ----- — - - — — - --- .� (n RXRF-FCAl (Manual) U 1[> RXRF-FCB1 (Motorized) ,�' [� 40 ol -- -- 0 Ln 9140 CI CAULK INSIDE OF CORNERS-- ` 'Il °y j 40 (TYP 4 PLACES) "--_ - _-... ------ - - ---_ -- -- — _ — /4 .�'\ 20rl�^ -------- -- ---------- - [19 mm] .i� -[5 30 mM] 1h7�. -,} - 1319.DGN -------- --- f SHIP HOOD REMOVED--7,, '� �- [354 mm] Z 61 GASKET Ve"[3.18 mmX t/2"[12.7 mm' \'1 SU CV S!e";15.9 mm) FLANGEON BACK SIDE (4?_4 mm] �C X103/e" O 6] (264 mn,; 63'-fd�' 13 -�16 � U-I � FRESH AIR DAMPER --- - -- -- 4 SCREWS REQUIRED 7� rir m ------ ---- - - - -- N In r (Y l r co x 32 Rheem Manufactoring Company ( ]Designates Metric Conversions _ - _ Lt_ Z _ ",R: 4 Q Z 0N� HVAC GOOF TOP LN I T - 11 _ 1/4 = 1 -O �� �- 0 1 NTs NOTE. SEE SHEET NO. 5 FOR ENERG`t' NOTES 4 MECHANICAL NOTES U 9 Z dl Q @ m VENTILATION SPECIFICATION -� ►�� <E"T" NOTES: LEN1� m GAS HEATING/ELECTRIC COOLING WALLS A50VE CEIL. GRID --- DATE:04/25/03 1. THE MECHANICALLY' OPERATED VENTILATION 5Y5TEM SHALL BE _- GAPABLE OF SUPPLYING OCCUPANCY' vENTIATION AIR IN ACCORDANCE ROOF TOP PAC<AGE WA=RESH AIR DAMPER DIRAWN BY: PDQ WITH TABLE 12 -A DURING SUCH TIME AS THE BUILDING rJ' 5 5PACE 580 1b, MAX UNIT WEIGHT. SEE ENERGY NOTES HEADER �— IS OC;GUPIED- SHEEN- NO. 20 _ CHECKED BY: SUPPLY A I R 2 ND FLOOR SQ FT. 3�r82. - 3982_ = 40 OCr L0,4D � ScAl_E= - OFFIC�E OccUfP'�' 1c`r LO,4rD 1/100 e(:P. f-T. 10©. SIESMIC ANCHORS CONNECT HAVC UNIT TO 1/4" - 1'-0 Si-4,ALL NOT c>r LESS T+-4,4N ONE -+-4,4LF OF 20 cl-r-I PEFR Occ. 10. cFt4l i Occ. CURS UJ/ h" MIN. WIDE 16 CSA, TIE DOWN 5 RAP RETURN AIR JOB! ,AS SPF_CIFIEI� IN SECT. 1ta03.2.2 2ND FL. P'1ECH. >G,T EACH CORNER -� 40. OCG L0,4D x 10 CFi`�' e 400. TOT,4L CF1"I MIN. !SHEET: SUPPL' ' L INE -- -_— RETURN LINE ------ -------- --- 681h Ave. 12511 BUP2003-00356 7 of 9 •-�.�......,.- .....«.»�_- nn.-......,........... _ _ - - rlElbec su••rmvwcann-- MIG"�-� -+nrmamonrm...m�, "--- .... a_.. .. -. ., _.- - .. ...._._._. .., �._ w�wnw., .....,..n.n.rw+�+�u ..•.Nrpr- 1 1 � illlll ! III [ 11111111-1 �1�i [ IfTfffil [ 1 ] (r[ Illlfllllllltllllfllllllllllfff111111111111111111111111 NOTICE: IF THF. PRINT OR T, PE ON ANY T' 1 1 I I 1 III 1 1 III 1 1 [ l j l I (T I I Ill I I 11 I I I Jill 1 1 III 1 1 1 III 1 1 l I l i l f III III I I I / / IMAGE IS NOT AS CLEAR Ari THIS NOTICE, �._ _. -- -- �1-- - -I --"-� I-- - ,. -- -.. �- - 1. — L-- 1 ---r 61. - ' ---- !1----I- -- � IT IS DUE O THE QUALITY OF THE - -- - -- ,- - - -- - - --- 1111 - 1111 -- - vii - --T-- --- --- .. --- . No 36 �.�•:.�.. Y,,,, ,�, ,. �,..:, ., ORIGINAL DOCUMENT e�ti 8 I ( � II L�Z 8fZ �ZI I �iZ I E1Z IZ�Z [IZ OIZ 8[ Bi Gl 91 QT I bT £[ ZT [T T 8 8 L 9 9 S Z T3Y11N� 1 ►��► ���� IIIIIIIII IIII .III�IIII ►.�� Iill IIIIIIIII II�IIIIII 111111►III►�� ►�,► �IIL�IIII IIII�IIiI IIII IIII IIII IIII��III����II►��I1I1►II1 I�1II���IIII�II��II 11II��►I�I�I,���III�IIIIIIL►lI IIII��► III �III�I►�I►�111111111�11II�ll��lll I li II��IIIIII ►II I I 11 N •r 5 r RrEVISIONS - - '11i'-0' . 00 I-HOUR RATED ELEVATOR SHAFT DRAFT STOP FROM TOP G� _ 1 ONE LAYER %* TYPE X GYP WALL -- _ 3D. ON 2X6 STUDS AT 16' O/C ACOUSTICAL CEILING TO EOTT(.)M OF ------- --- - PER GA FILE No WP 3514 _.—. ROOF SHTG. WOTH �' GYP. U.'41_1_ BD. -- --- SEE SHEET NO. 26 FOR SPECIFICATION SEAL ALL JOINTS AND SEAl` FULL CLASS 'IN ON UP 13ES s ON �/o' GDX PWD -. WIDTH OF ATTIC. PER SECTION -108 � F S 25 INSULATION SHEATHING ON TRUSSES • 24' O/c. / 17 SCUPPER _- COLLECTION [SOX IN R OF: US"� 5 624" /C Ifi /o 22M ROOF RUg ES 24" /C l-NR TED FL( c�IL 8Ye SEE iJ0.26 FILE 64sr✓6 _ - _ (Y � - 2X6CEILAT014'01CSAE civ - - -- Z w _ .._ Q 0, 1/2' Gy WALL -- L NE OF SUSP. CEII_IN's -- LINE OF SUSP. CEILING r 1 Nv,I s�AFT - NEW WALLA _ + ° " [OFFICE 1-1IR Ra WALL SYSTEM K� O I © SEE KNEE 16,GA FILE NO 3614 I�OPI�fV S��I�K.�� r` E 1X4 STUD t IE 0/C � � W a � NEW WALL � s EAR ; ALL -- AS ------- 4��4�.L. RM -- z u �, L --- - FIN. FLR ON 3/4 GYPCRETE ---- i - � 5/8' T t G COX PLY. SHTG. ON TJI FLR JOIST • 16' O/C b_171 M IT-T, Imi , f , -1 !` ul _ _=_-- -^ -- SHEAR WALL 1/2' G WALL - -- __- _— -- -- -- - - ___ -- - -- -- -- ---_.. _ a LINE OF SUSP. CEILING - LINE OF SUSP. C IL INGa LINE OF SUSP. CEILING .,� 10 FILE ROV-1 �- ALL OFFICE j OFFICE CIS'. Oi T - L 4' ONC. SLA W/ 6xbx FIN.FLR ON 3/4' GYPCRETE - - NEW WALL 1 rl0 W ;.^�l. b' Curl 6/e' 4 G GDX PLY. SHTG. — NEW WALL$ RAVEL L - \ ON TJI FLR JOIST • ib' O/C j j �N �r% Nr%i rN sit s IMP I s 1 R-19 FLR INSUL — CRAWL SPACE 8' FNDN WALL —�/ ? ' CRAWL SPACE � 9 I X W/ 04 • 16' O/C } B r� NOTE: W k - NOTE �--- ' SEE FOUNDA'"ION ` FOR PEC. AND DETAILS --� ELEVATOR PIT A ONE-PERM VAPOR RETARDER IS INSTALLED ON NOTE: VERIFY SPEC. \ �. .006 MIL. BLACK POLY VAPOR THE WARM SIDE !IN WINTER; OF ALL EXTERIOR FLOORS w SEE SHEET NO. 26 BARRIER TYPICAL N THE CRAWLWALLS AND S PAGE FOR NEWDCONSTRJCTION.COVER 15 INSTALLEDzip FOR I HOUR FIREWALL PENETRATIONS SPECIFICATION AND DETAILS �• . • . , _ FLAME ..)T=READ CLA55 � -- 1xi ST iN - i l i a FLAME-SPF�AD CLA86 OF FINISH MATERIALS USED ON `--------- .006 BARRIER BLACK POLY VAPOR INTERIOR WALLS AND CEILING SHALL NOT EXCEED THAT SET ar F3ARRIER TY;=IrAL FORTH IN UBC:, SECTION 801 4 TABLE 8-AE:'. 1/411 z �u -LIVE OF R-19 WHIT VINYL FACED _-- CLASS 'A' BUILT UP ROOF ON �/b' CDX PWD OUTLINE OF BUIL�ING FACADE � s j CRICKET FRAMING F $ 23 INSULATION SHEATHING ON TRUSSES • 24' O/C Lu _ F- 0 CANT 1/4' PER FT. SLOPE • 6 5/8' RISE 1/4° Ftp FT. ,`'F SL STRIP Cf� w 1 .1 R SES t 2C4 14 O/ SI C - �---- NOTE a" Item '---- 5-I/8 x 25-112' GLB ��- % -- — - --- __ - - ---- — - -- - - _— — - - __ - _ - -- ` _ _ F - DRA T STOP FROM TOP or- ACOUSTICAL F � ACOUSTICAL CEILINGS TO - LINE OF SUSP. CEILING I I-4R CORRIDCR BOTTOM OF ROOF SHTG. WITH � Z LAYERS 5J8' GWB R-19 INSULATION V GYP. WALL V,0. SHEAL ALL EA SIDE OF STUDS LINE OF SUSP. CEILING JOINTS AND SEAMS FULL IL W'DTH OF ATTIC. SEE 51�4T. NO. 15 4 I6 — • j oFF I CI= SAL L COT` FUTE R ROOM 5 roR. �i,4LL oFF(C v , I- FIN. FLR ON 3/4' G;'PCRETE � � �� 5/8 GWB ---� 5/B' T 4 G CDX FLY. SHTG. a ' ON TJI FLR JOIST • 16' O/c --- NEW WALLS NEW WALLS _ Q cv l � m n •� / TENANT IMPROVIENT INTERIOR CON$TRUCTiON ONLY 1n- ILI - _ -— —-�- --- --� —-- 4' BRICK VENEER W/I' AIR SPACE 6XI8TING BUII.DINCs SHILL AND INTERIOR STAIRWAYS ELEVATOR V Ilk — -- —=-- — u---: --_- ---— _- ..- �-- - ___ ------�--_---____— _ ._�___ - -,-- _--� �_ - �� �.� AND 305 FELT ON�' CDX PDW OR LOBBY, I-HR EXIT CORRIDOR AND RF�TROOM3 ., � N � — — -- j APPROVED WAFFER SHEATHING ON r Lj1 JOIST HANGERS - 2X6 OTUDS • 16' O/C l� PER MFG. EPEC. Q Z Z _ r, cp -- LINE DF SUSP. CEILINGS - �`. Z-!-AVERS OF -- � '----- LINE OF SUSP. CEILING - r NEW WALLS CEILI/15OTTOOMM -- - - NEW WALL _ ul _3 Q ift 1 OF STAIR FRAMING ----- _i BRICK VENEER TIES AT L1 2 OIC HOR ZONTAL ~ I ' p �/ M }M ?4' O/C: Vi�ZE'rIGAL Z Q 5 f`E 4'� �QOI I � _ _� F i L E �.I I OFFICE(CE SEE 9F'ECIfiICATION 1 � _ �v }=- FIN. FLR ON 3/4' GYPC:RETE 6/S' T 4 G CDX PLY. SHTG. ---- ON TJI FLR JOIST a 16' O/C 4' CONC. SIDE WALK DATE: -- ------- ` - 2' AC PAVING -04/ ii 04/2E>/03 IZDW I XX_ --� CHlwC...KCD B7: E:<18TING --- Ft-Iq FLOOR ; JOIST HANGERS -- \ INSULATION CRAWL SPACE PER MFG. SPEC. I,.•'• °;_•, d SCALE: CONC. SIDEWALK ��-- - 00b MIL. BLACK POLY - VAPOR BARRIER TNRU-OUT "+ l/4 n l I It + JOB+ ; ---- -- � A ONE- RETARDER 18 INSTALLED ON PERM VAPOR REt EXISTING THE WARM SIDE (IN WINTER) OF ALL EXTERIOR FLOORS CROSS LUNG SECT ROADWAY �___- -- --- WALLS AND CEILING. A GROWND COVER IS, INSTALLED Sr`IEETf - NOTE. - __-��� IN TI,'E CRAWL SPACE FOR NEW CONSTRICTION. FLAME -5FREAp CLA55 SEE OPEC 4TIETPLAN Y FOR EPEC 4 DETAILS 1/4,1 I'—011 Q FLAME-SPREAD GLASS OF F11�18H MATERIALS USED ON INTERIOR WALLS AND CEILING (� 68th 12571 6HALL NOT EXCEED THAT 6E r FORTH IN UBC, FLECT ION 801 4 TABLE 8-A,�. 68th Ave.Av . 12511 r� 00356 NOTICE- IF THE PRINT OR TYPE ON ANY I i f t�1�11� .i11 x.11 _i jell 1 i��i_ �-II til 1 r I�1 rI1 r�T _f�r rIr I�r Ill t IIII Til 1111111 ill 111 11111 1 111 III 111 III 111 � III III I I III SII 111 11 ISI III 1111111 III III VIIIII T � 11 1 � 11� � � � J3 � � � 4 � � � � ! � � 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, $ lO + 11 I 1Z 6 IT IS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT E e11 Z 81, I L�Z els �Z ib Z ti-I I1or 8 8 L 9 9 IIII�IIIIIIIIII 1 li I II�IIIIIIIII11111,1111111I111lllllllll�llllli1 I�IIII IIIIIIIII�IIIIIII IIIIIIII�II I � III II II I it II�IIIII ..I IiIIIIIIIIIIII�IIIIIIIIIIIIIIIIIiIIIIi�Lllul► I T Illillllill it►►�IIII�l1�1Wll.1111��111�1.1 11.11�1�lllll►1�IIl ��► Il REVISIONS BY TEE �F; DIVISION ' GENERAL THESE SPECIFICATIONS ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM 5TANDARD5 FOR MATERIALS. WORKMANSHIP SHALL DIVISION I MOISTURE PROTECTION AND INSULATION BE CONTROLLED AT GOOD QUALITY BY THE GENERAL CONTRACTOR OR ONE PEFZM VAPOR RETARDER 18 TO BE INSTALLED ON THE WARM SIDE of ALL DEVELOPER. CONTRACTOR TO PROVIDE ALL NECE55ARY TEMPORARYEXTERIOR FLOORS, WALLS AND CEILING. cmn SUPPORT FOR WALLS AND FLOORS PRIOR TO COMPLETION OF VERTICAL � C114 AND LATERAL LOAD SYSTEMS. EXCEPTIONS: t- THE GENERAL CONTRACTOR SHALL FULLY COMPLY' WITH THE CURRENT EDITION OF THE I. MA30NR1' WALLS WfTH EXPOSED INTERIOR SURFACE:. 0 UNIFORI"' BUILDING COPE AND ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. ROOF LIVE LOAD 25 PSF (SNOW) 2. SLABS ON GRADE FLOOR6. � THE CONTRACTOR SNALL ASSUME FULL RESPONSIBILITY FOR ANY FORK KNOWINGL-T- WIND LOAD 80 MPH EXP. BQ �? PERFORMED CONTRARY TO SUCH LALUS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR SEISMIC ZONE 3 ALL INSULATION AND VAPOR BARRIER° SHALL HAVE A MAXIMUM FLAME QC z ° SPREAD RATING OF 25 AND MAXIMUM a'10KE DENSITY L 450, I 4 rn SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIE5. ALLOWABLE SOIL BEARING 2000 PSF � 0 .0 lY '•'� WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED CONTRACTOR SHALL VERIFY ,ALL DIMENSIONS AND CONDI'T'IONS ON DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOF' ALL DRAWINGS AND IN THE FIELD. COORDINATE OPENINGS THROUGH DIV1310N 8 X DOORS AND WINDOWS X DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY"' FLOORS, ROOF AND WALLS APPLICABLE TRADES. NOTIFY DESIGN u- � U THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS ENGINEER Cc ANY DISCREPANCIES. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF Q OC LI) KEY OR ANY SPECIAL EFFORT. 0 THE GENERAL CONTRACTOR 16 RESPONSIBLE FOR 'HE DESIGN AND PROPER FUNCTION OF CODES ANLL STANDARDS: UNIFORM 6L "DING GORE - 1998 vSSC EDITION ALL EXIT DOORS SHALL NOT BE PROVIDED UITH A LATCH OR LOCK UNLESS IT 15 AMENDED B`' THE STATE OF OREGON. ALL OTHER LOCAL AND STATE PANIC HARDWARE. i PLUMBING, HVAC AND ELECTRICAL SYSTEMS. T!-iE GENERAL CONTRACTOR SHALL NOTIFY BUILDING R��GULAtIONS SHALL BE APPLICABLE EXCEPTION: THE MAIN EXIT DOOR IF IT GON5187S OF A SINGLE DOOR O A AI ~ N R FAIR � HIS OFFICE WITH ANY PLAN CHANrc3 RE^LiIRED FOR DESIGN AND FUNCTION OF PLUMEBING, HVAC AND ELECTRICAL SYSTEMS OF DooRv A KEY LOCKING DEVICE MAY BE USED IN PLACE OF PANIC HARDWARE, PROVIDED THAT THERE 15 A SIGN STATING THIS DOOR MUST REMAIN UNLOCKED DIVISION 2 SITE WORK T " ul DURING BUSINESS HOURS. THE S16N SHALL BE IN LETTERS NOT LESS THAN ONE THIS OFFICE SHALL NOT BE RE9)PON5IBLE FOR CONS i RUCTION MEANS AND METHODS, ACTS ALL BIDDERS FOR WORK UNDER THIS DIVISION SHALL EXAMINE THE INCH HIGH ON A CONTRASTING BACKGROUND. WHEN UNLOCK THE DOORS MUST BE O � (L OR OM16510N6 OF THE CONTRACTOR OR. SUBCONTRACTOR, OR FAILURE OF ANY OF THEM SITE. THE BITE SHALL BE ACCEPTED IN ITS EXISTING CONDITION FREE TO SWING WITHOUT THE OPERATION OF A LATCHING DEVICE. TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. ANY DEFECT ANC NO CLAIM SHALL BE MADE FOR ANY CONDITION NOT SHOWN ON DISCOVERED IN THE CONSTRUCTION DOCUMENTS SOALL BE BROUGWT TO THE ATTENTION THE DRAWINGS. DOOR HARDWARE: — DOOR CLOSERS:WHERE PROVIDED, DOOR CLOSERS SHALL BE ADJUSTED 70 CLOSE OFFICE B**!' WRITTEN NOTICE BEFORE PROCEEDING WITS-! UJOR< REASONABLE TIME OF THIS OFROM AN PEN POSITION OF %,� DEGREES IN N07 LESS THAN 3 SECONDS, TO A POINT NOT ALLOWED BY THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST STRIPPING: STRIP ALL EXISTING TOP SOIL IN BUILDING AND PAVED 3 INCHES FROM THE LATCH„ WHEN MEASURED TO THE LEADING EDGE OF THE DOOR AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. AREAS AND DISP05E OF IT OFF SITE, OR IN PROPOSED LANDSCAPE AREAS THAT MAY BE APPLICABLE. DOOR HARDWARE SHALL BE MOUNTED NOT MORE THAN 48 INCHES ABOVE FINISH THIS STRUCTURE SHALL BE ADEaUATELY BRACL`D FOR WIND LOADS UNTIL THE ROOF, FLOOR FLOOR, AND WALLS HAVE BEEN PER'"IANENTLY FRAMED TOG AND SHEATHED. FILL. MATERIAL: PLACE FILL IN LIFTS NOT TO EXCEED 8' AND COMPACT TO 95% STANDARD AASHTO T-180 UNDER FLOOR OPENING FORCE: THE OPENING FORCE JF DOORS ALONG AN ACCE5515LE ROUTE 4ND PAVED AREAS. ENGINEERED FILL MAY 15"r UTILIZED SHALL BE AS FOLLOWS: INSTALL POL T ISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS UNDER RECOMMENDATION OFA SOILS ENGINEER I. EXTERIOR DOORS: 8 1/2 POUNDS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. 2. INTERIOR DOORS: 5 POUNDS-FORCE I FOUNDATIONS. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED SOIL, 3. FIRE DOORS SHALL HAVE THE MINIMUM FORCE NECESSARY TO CLOSE AND LATCH INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 70" ABOVE ALL FOOTING BOTTOMS TO BE A MINIMUM OF 18" BELOW THE DOOR SHOWER DRAINS. FINAL GRADES. NOTIFY ENGINEER OF ANY UNUSUAL HANDLES PULLS, LATCH LOCKS ON DOORS SHALL HAVE A LEVEL OR OTHER SHAPE CONDITIONS BEFORc PROCEEDING. GLEAN ALL FOOTING THAT WELL PERMIT OPERATION BY WRIST OR PRESSURE AND WHICH DOES NOT INSULATE WASTE LINES FOR SOUND CONTROL. EXCAVATION OF LOOSE MATERIAL. REQUIRE TIGHT GRASPING, PINCNINc3 OR TWISTING TO OPERATE. E><HAUST ALL vENTS ANp FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 90 CFM ,,, MANUFACTURED DOORS AND WINDOWS ARE TO BE CERTIFIED ACCORDING TO (MIN.) FANS TO PROVIDE 5 AIR GHANG:ES PER HOUR IN BATHS CONTAINING TUB AND / OR DIVISION 3 CONCRETE AND REINFOKSING ASTM E 283 FOR 031 cfm PER FOOT OF WINDOW GASH CRACK AND 11 -fm PER �. SHOWER AND IN LAUNDRY ROOMS. GENERAL: ALL WORK TO COMPLY WITH ACI CODES AND STANDARDS. FOOT OF DOOR CRACK W TOLERANCES: FLOORS 1/8' IN 10'. WAL LS AND COLUMNS, WINDOWS TO BE DOUBLE GLAZED WITH 4 MINIMUM OF 05 INCH AIR SPACE, LOW z ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL. 1/4' FROM PLUMk, E C0.4 ING ,E ,z 0.40 AND TINTED OUTDOOR PANE. W CONCRETE MIX: TYPE 1 CEMENT PER ASTM C-150 OVERHEAD DOORS SHALL HAVE A MAXIMUM U VALUE OF 20. zip FOOTINGS AMC MIS(, 28 DAY STRENGTH ,3000 P51, 5 SK/YD � t FLOOR SLABS 28 DAY STRENGTH 3000 PSI, 5 SK/YD THRESHOLDS AT DOORS: 4 FINISHES: THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT AT DOORS. RAISED z THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAY SHALL "■� INTERIOR SLABS: STEEL TROWEL BE BEVELED WITH A SLOPE NO GREATER THAN I UNIT VERTICAL IN 2 UNITS EXTERIOR SLABS: TOOLED EDGES WITH LIGHT BROOM HORIZONTAL. (50% SLOPE) N } N COLD JOINT5: PROVIDE COLD AND WET JOINTS A5 SHOWN ON PLANS. MANEUVERING CLEARANCES SHALL 5E PROVIDED AT DOORS, AND SHALL HAVE j A COMMON LEVEL SURFACE. EXTERIOR DOORS SHALL HAVE LANDINGS THAT } REINFORCING STEEL: ALL REINFORCING STEF.L TO BE A-615 GRADE 60, WILL NOT ALLOW THE COLLECTION OF WATER EXTERIOR LANDINGS MAY HAVE � � �- I CODES AND STANDARDS. LAP ALL CONTINUOUS BARS 36 DIAMETERS. SLOPED LANDINGS NOT EXCEEDING 1/4 INCH IN HEIGHT TO 12 INCHES IN RUN. RA1°'I INCA SFE G I r I CAT I ONS (LAN{.._E SCJ NOTED O THE f:UJ I CJ' E ) UNLESS OTHERWISE SHOWN. PLACE ALL REINFORCING PER ACI 0 It f PROVIDE 50L1 _ SC. NOTEe '. D D BLOCKING UNDER ALL BEARING WALLS DIVISION 4 MASONRYCb PERPENDICULAR TO JOISTS AND ALL CONCRETE MASONRY SHALL CONFORM TO ASTM C90-90, TYPE I. NOTE: Q OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH 5UFPORT. UNIT DENSITY SHALL EXCEED 110 PGF FOR ALL UNi'AINTED EXTERIOR PHYSICALLY HANDICAPPED PARKING SPACE TO BE IDENTIFIED .� ALL WOOD !',I CONTACT WITH CCUNCRETE TO BE PRESSURE TREATED, EXTERIOR APPLICATION AND SHALL EXCEED 95 PCIF FOR ALL OTHER WITH A SIGN AT LEAST FOUR FEET ABOVE GRADE, NEAR THE m APPLICATIONS. SPACE. SIGN TO BE MARKED WITH THE INTERNATIONAL SYMBOL t Cj FRAMING CONFER: LINEAR SHRINKAGE SHALL NOT EXCEED 065 PERCENT. UNITS SHALL OF ACCESS AND HAVE THE FOLLOWING WORDS IN AT LEAST ONE INCH W J015T / RAFTERSBE PROTECTED FROM INCLEMENT WEATHER HIGH LETTERS. ' PARKING WITH DMV DISABLE PERMIT ONLY. DF-L a2 VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND A FINE Io ALL CONCRETE MASONRY SHALL CONFORM TO UBC STANDARD 21-4tot* N STUDS DF-L a2 4- 4x AND 6x BEAMS CF-L 01 lag AT POI,►;JDATION) UP TO *250 UNDER ORS 811b15.'MORTAR a-- GLU-LAM BEAMS GRADE 24F OR AS NOTED ON PLANS ENTRY SLOPE OF WALK TO EXCEED 1' VERT IN 12 HORIZ. MORTAR SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS ABRUPT CHANGES IN HEIGHT SHALL NOT EXCEED 1/4'. SHEATHING MATERIALS: AND AGGREGATE TO WHICH SUFFICIENT WATER AND APPROVED THRESHOLDS OR CHANGES IN LEVEL GREATER THAN 1/2' • ' ADDITh,`ES, IF ANY, HAVE BEEN ADDED TO ACHIEVE A WORKABLE, SHALL BE RAMPED I VERT IN 12. PLYWOOD ROOF SHEATHING I/2' GDX INT-APA 32/16 PLASTIC CONSISTENCY. ALL DOOR HARDWARE OPERATION HANDLES, PULLS LATCHES, LOCKS Z c� PLYWOOD WAIL SHEATHING 1/2' CDX INT-APA 32/16 THE PROPORTIONS OF SAND, CEMENT AND LIME SHALL BE CONTROLLED. AND DOR OPERATING DEVICES ON DOORS, PLUMBINA (HES,FIXTULO �r PLYWOOD FLOOR SHEATHING 1-1/8 CDX 2-4-1 TtG EXT-APA SHOVEL COUNTS SHALL NOT BE USED. MASONRY CEMENT MORTARS SHALL CABINETS AND OTHER STORAGE FACILITIES SHALL HAVE LEVER OR ' NOT BE USED. OTHER, SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE NAILING SCHEDULE MORTAR PROPORTIONS OF INGREDIENTS TO CONFORM TO UEC TABLE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING TO OPERATE. �.. Lu 21-A 1 JOIST TO SILL OR GIRDER TOE NAIL (3)-Bc! ALL MORTAR TO CONFORM TO U.B.C. STD. 21-15. BRIDGING TO JOIST TOE NAIL, EA. I_ND (2)-8d SOLE PLATE TO ,.1016T OR BLK'G. FACE NAIL 16d 0 16" O.C. GROUT A�IEfRICAN5 WITH :) 1545LITIE� ��� � ���� � � rTOP FLATE TO STUD END NAL (2)-16c1 GROUT 5HALL CONSIST OFA MIXTURE OF CEMENTITIOUS MATERIALS ANp I�/ � � r X STUD TO SOLE: PLATE TOS: NAIL (4)-8d AGGREGAR= TO WHICH WATER HAS BEEN ADDED SUCH THAT T14E MIXTURE _' 0Z <END N41L l2)-16d WILL FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL IT SHALL BE THE RESPON5I5IL!TY OF THE PROJECT ARCHITECT, ENGINEERDESIGNER, t ILL DOUBLE STUDS FACE NAIL 16d 2 4" O.C. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 POUNDS PER SQUARE CCNTRACTOR, OWNER, LESSEE TO RESEARCH THE APPLICABILITY OF THE ADA Z 0 D � DOUBLE STUDS PLATES FACE NAIL 16d a 4 O.C. INCH. REQUIREMENTS TO THIS STRUCTURE, REVIEWS PLANS AND INSPECTS STRUCTURES ONLY '� Z FOR COMPLIANCE WITH CHAPTER 11 OF THE 055C, WHICH MAY NOT INCLUDE ALL THE - N TOP PLATES, LAPS AND INTER5ECTION5 FACE NAIL (2)-16d4LONG EA. EDGE ALL GROUT TO CONFORM TO UBC STANDARD 21-14. REQUIREMENTS OF ADA. W CONTINUOUS HEADER, TWO PIECES 1601 0 16' O.G. PROPORTIONS OF GROUT SHALL CONFORM TO UBC TABLE 21-B Q CEILING J015T8 70 PLATE TOE NAIL (3)-86 HOLLOW CONCRETE MASONRY UNITS GRADE N Fm ■ 1500 Pei DEFE FCONTINUOI.IS HEADER TD STUD tOE NAIL l4)-8d pcfl CEILING JOISTS, LAPS OVER PART IT IONS FACE NAIL (3)-'.6d CONFORMING TO ASTM C-90. MORTAR TO BE TYPE= S, MASONRY CEMENT. CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL !3I-1(od HOLLOW UNITS TO BE FULLY GROU','ED WITH COARSE, 2000 Pei GROUT. PROJECT ENGINEER SHALL REVIEW ALL DEFR:RR,_D DRAWINGS, PLACE A SHOP RAFTER TO PLATE TOE NA1L l3)-8d 1" BRACE TO EA. STUD AND PLATE FACE NAIL (2)-8d DEAWING REVIEWED STAMP ON EACH SHEET, THEN 91.16MIT THE DOCUMENTS TO f-- � f BUILT-UP CORNER 8TUD5 16d 0 24" O.C. BUILDING DEPARTMENT FOR TRIER REVIEW AND APPROVAL UBC 1063.4.1 ca � 2' PLANKS (2)-16d 0 EA. BRG. DIVISION 6 CARPENTRY 1/2" PLYWOOD ROOF AND WALL EDGES 86 m 6" O.G. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS: Flf;�E Fi i SHEATHINCT INTERMEDIATE 8d * 12" O.G. JOISTS, BEAMS AND STRINGERS DOUGLAS FIR No. 2 DRAWN��: 5 �3 1-I/8" PLYWOOD SUBFLOOR EDGES 8d 6" D.G. STUDS, IBLOCKING AND MISC. DOUGLAS FIR STD. BOTH Fl AGEMENT AND QUANTIFY PER FIRE MARSHAL. ONE (1) FIRE EXTINGUISHER SILLS PLATES AND LEDGERS DOUGLAS FIR No. 2 PRESSURE TREATED FATED AT NOR LESS THAN 24105:C SHALL BE IN AN ACCE6815LE LOCATION AND IN INTERMEDIATE 8d -012" O.C. PLAIN RIES FOR EVERY 3000 SQ. FT. OF FLOOR AREA. THE MAXIMUM TRAVEL CHECKED eY- ' PLYWOODt PLYWOOD TO BE CD EXTERIOR GRADE. DISTANCE TO EACH EXTINGUISHER SHALL NOT ExCEED 15 FT. FIRE TINQQ FHER 2x MULTIPLE JOISTS - STAGGER • 15' O.G. W/(2) 0 EA. END OR WLICE THICKNESS AND NAILING PER PLAN. LOCAL Ig MEASURED ALONG THE PATH QI= TSA1/EL. STANDARD 10-1 OUFC SCALE. - (3) OR FEWER 16d NAILS1/4"NAILING SCHEDULE THIS PAGE FOR ADDITIONAL SPECIFICATION I�4i o I _0n l4) OR MORE I/2 DIA. M.B. W/STANDARL NUT AND WASHERS UNLESS OTHERWISE 4E)NOTED ON PLANS D RE 56: -jog, SPCC. d N07E5 APPROVED NUMBERS OF ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDING IN 9NEET, SUCH A POSITION AS TO BE PLAINL'1' V1615LE AND LEGIBLE FROM THE STREET OF ROAD FRONTING THE PROPERTY 68th Ave. 12511 BLIP2003-00356 _ 9 of 9 OF 9 NOTICE: IF THE PRINT OR TYPE ON ANY �111f� llllll � !II lII � III II ! I I IIIIIII IIIIIII 111+111 IIII11f ' lIf 11 11111'1 ! II �III illflll IIIIII IIII 1 '111 �1I1 II!I !I( (IIIIII IIII I Illj(II flI III ( IIIIII IIIIIII IIIIIII VIII I _ FJj II II II I .. IMAGE IS NOT AS CLEAR AS 'HIS NOTICE, _ �_- � -- _1 _-�- �- --- ---___ -_ IT IS DUE TU -THE QUALITY OF THE No.36 ORIGINAL DOCUMENT tt; Z B>i; LZ gg Z ibZ gZ Z tZ o�Z 81[ 8 [ Gt ill 8ilIfll III►II Ilillllli Il�l�lllflllli�l IIII il� I�I I I I I� � 1 Illi ►111111 I�11II (.IIIIII II►►�l�lllllJ.11l�ll �I I� 11�11.11�1��1��1I u I li I I1�I i