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9500 SW MURDOCK STREET-4 F� 3 I y. :• :r 4 ,ECEIrrV E V Te eton Ele erita School .., .* Pi ry � Addiutoions 004 � �� OWNER Tigard- I ualltian SC 231 air Oregon 6960 SW Sandburg Street 5 W Murdock St Tigard Tigard,Oregon 97223.8039 9�'22�-�7�9 t (503 43140 0 f 4 7 1 U (503) 31 404 PROJECT MANAGER Cornerstone Construction Management 5410 SW Macadam Avenue#250 Portland,Oregon 97201 t (503)296 0108 f (503)295 1856 CONTENTS IVIL ENGINEER SJO Consulting Engineers 6650 SW Redwood Lane,Suite 360 CIVIL ARCHITECTURAL KITCHEN STRUCTURAL MECHANICAL PLUMBING ELECTRICAL Portland Oregon 97224 t (503;226 3921 f (503)226 3926 C1 EXISTING COND;T10NS A0.0 CONSTRUCTION ACCESS PLAN K1 1 KITCHEN EQUIPMENT/ROUGH-IN S1.0 GENERAL NOTES AND DRAWING INDEX M1 0 HVAC DEMO FLOOR PLAN P1.0 PLUMBING DEMO PLAN E1.0 ELECTRICAL SYMBOL LIST LANDSCAPE ARCHITECT C2 DEMOLITION PLAN A0.1 CODE PLAN K1.2 KITCHEN COOLER DETAILS 51.1 GENERAL NOTES AND DRAWING INDEX M2.1 HVAC PLAN P2.0 BELOW-GRADE PLUMBING PLAN E1.1 ELECTRICAL SITE PLAN Atlas Landscape e,Arcriiiecture 311 C3 CIVIL SITE PLAN A0 2 EGRESS PLAN K1 3 KITCHEN WALK-IN FREEZER DETAILS S1.2 TYPICAL STRUCTURAL DETAILS M2.2 HVAC ROOF PLAN P2 1 PLUMBING PLAN E1 2 GROUND FLOOR DEMOLITION PLAN , C4 GRADING AND EROSION CONTROL K1 4 KITCHEN EXHAUST HOOD DETAILS S2.1 FOUNDATION PLAN M51 MECHANICAL CONTROLS P3.1 FIRE PROTECTION PLAN 320 6th Avenue,Suite 31(, E2.1 GROUND FLOOR LIGHTING PLAN Portland Oregon 9?204 PLAN A1.0 DEMOLITION FLOOR PLAN S22 ROOF FRAMING PLAN M6.1 MECHANICAL DETAILS 81 SCHEDULES P6 1 PLUMBING DETAILS & SCNFDULES E2.2 LIGHTING DETAILS t (503)224 5238 f (503)224 5239 C5 UTILITY PLAN S30 WALL ELEVATIONS M6 2 MECHANICAL SCHEDULES E3.1 POWER PLAN GROUND FLOOR C6 CIVIL DETAILS A2 1 ADDITION R REMODEL FLOOR PLAN S4.0 FOUNDATION DETAILS E3.2 ONE LINE DIAGRAM ARCHITECT C7 CIVIL DETAILS A2.1A FLOOR PLAN - DIMENSIONS & WALL TYPES S41 FOUNDATION DETAILS E3.3 PANEL SCHEDULES Dull Olson Weekes Architects C8 CIVIL DETAILS A2.10 ROOF PLAN 55.0 ROOF FRAMING DETAILS E4.1 SIGNAL PLAN GROUND FLUOR 315 SW Washington Street:Suite 200 C9 CIVIL DETAILS S5 1 ROOF FRAMING DETAILS ,10 CIVIL DETAILS A3.1 EXTERIOR ELEVATIONS 55.2 ROOF FRAMING/CANOPY DETAILS Portland Oregon 97204 A3.10 BUILDING SECTIONS S5.3 ROOF FRAMING DETAILS t (5U3)226 6950 t (503)273 919 LANDSCAPE A3.20 WALL SECTIONS FOOD SERVICE Ra)!SOUGIe ASSoclalea 4.1 FLOOR FINISH PLAN 2305 SE 50th Avenue-2nd floor L101 PLANTING PLAN A4.2 ENLARGED PLANS & MOUNTING STANDARDS Portland,Oregon 97215 t (503)2366 8566 f 1503')233,1'1' A5.1 INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS STRUCTURAL ENGINEER A5.3 INTERIOR ELEVATIONS Nishkian[Jean A5.4 INTERIOR ELEVATIONS 319 SW Washington Street Suite 720 5.5 INTERIOR ELEVATIONS Portland Oregon 97204 t (503)274 1843 f (503)273 5696 A6.1 REFLECTED CEILING PLAN MECHANICAL ENGINEER .1 INTERIOR VERTICAL CIRCULATION MFIA, inc A7.2 EXTERIOR VERTICAL CIRCULATION 2007 5E Ash Street Portland Oregon 97214 A8 1 STOREFRONT, HOLLOW '�1ETAL& DOOR t (503)234 0548 f (503)234 0677 TYPES. ELECTRICAL ENGINEER A8.2_ EXTERIOR DETAILS A8.10 EXTERIOR DETAILS MFIA inc A8.11 EXTERIOR DETAIL: - ADD. ALTERNATE #1 2007 Sc Ash Street Portland.Oregon 97214 A9.1 INTERIOR DETAILS t. (503)234 0548 f (503)234 0677 A9.2 !NTERIOR DETAILS A9.3 INTERIOR DETAILS A9,4 INTERIOR DETAILS A9.5 INTERIOR DETAILS mwpm CD WML- IT exiuinp 0 existing clievinxmns be)"Md . ,�_� M ala . Ip uric Rtxatn cO and Computer I_Hn _¢ _ I • w' I c C'rdet,-na L�.f i --r I I �U (V CD �.;111?JAfV151011 _��++�� `+'.. ��1� i► I !1 � C7 ---_' .yam 'E ` 111111 -O fice Remade Office _ _ YY I S ITT F 'IIGAAD ,,/ r .,'.a•",., •,4 A�,lpttlVPd....Fh4}'fr(lo ��4r-1l1.e.# 1I`j ,�ir. .. . �•-,h;, Cc?nr11ti0nally rove .... .,.. ........ .... ._. _. Fi ,.` '-4, ndxx"I CTI . ict: ' -.._.:._. . ..-... ...., ^ '-- ---.�•.....r �.:r�l: dor on;y thFt work SCribAd in. w-' PERMIT tdb ^-� nt,' See Letter to FOMow . . . . . . . . � ) � � __ w III"" � N + L�R _ ate:. m t cu . 'nr _ � �!f � ��t{,1, .. 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I1.tUi'(i, U'+ I�Irlit',I ,I :;f I;II !!rl?nl i. •u "14 1�, . , ,•.'fie U16MITY STRIP I I t 1 I 1 i (III I „111 f II f. .IIINi Iii tilt !it IN,11 I !I ill !'I, 5'�,t II,sFn r' tr �! 4i t 'y'i .rt�1 t E4 At', t �jt. d44tt' . 3 I4 17 2_ I A 2S 2Ei 27 28 2F3 �.. b 4 A v i I ! i i I I I i I IOMm.rcm 0 le IA n 2 22 23 2 r1 f �' ° ��'��r•� T t r i t��kt J e v�1�� v�' �''k t'.JpM1 4 - '_ Ix ', 9 t i NOMI e ("(fq�>io-�� L'1+i �✓ , ,r. ,t.,„t-:ef :. ,,,.:._ 4i'.. IR�.. .....�: .. �TM'M6�FI.IiY... ';�i A,� r - 1° t I. 4 , - (E) FLOOR DRAIN TO RO-1AIN _..-------------- ------------------ _ ___ ._ _.___. ----_ _."- _-_ -_- ,r- ----------- , \! .. ". •r', •f_ -ISE • ill It410113•PIAkhih - (E) HOSE BIBS TO REMAI -- -- A � I I f w a z t_LJ0 w O f O f 0 J ; 0 (E) DOP045POUT 11 CONNECTION 4 A 5OCIATED DRAIN LINE TO BE REMOVED (TYP. OF 2) RELOCATE (E) CLEANOUT TO ACCOMODATE NEW PIPE CONNECTION ' REMOVE (E) 8" C Se RD J BEYOND THIS POINT FOR REPLACEMENT WITH NEW l_ _ _ _j / FEMOVE (E) b' G5P W / e" G.I. RD -- BEYOND THI5 POINT FOR / REPi-AGEMENT WITH NEW II I GAIA IRON'W-- , (E) 2-1/2" GW IN 6FILIN65v k�, ... 4`` ``b`. / / \\ �_✓ N v (E) WATER HEATER UIl;1 I \ i TO 13E RELOGATEC l 'Q • � _ (E.) I` GW (D) �I G W Y D �I � ._,. QEMQNL� (� H05L9laB �� / G t I %. (E) 4" CSO RD TO / / \ -6-0 0 O -2 ('{ ,` (E) SINK TO BE REMOVED. \ BE REMO\,E'D / / \ REMOVE (E) 4" CSP RU p� n7 t / / BEYOND TH15 POINT FOR o • \ LV-3 t / V GAP(E) VENT LINE P '" I �. `-'-o / / REPLACEMENT W41•F'i i _____� I AP fE) 11/2" GW ! ABOVE <EIL_ING;GA •1.` / / "? REMOVE no ° \ NEW 4" URD k (E) 1HASTE BELOW FLOCK WG"3 \ \ I (D) HW t co \-CAP (E) 2" .e T... 1 I I r,',' `` /�� 08 41 Je \ I REMOVE OND I II I Uj Q ! % CU d I ,_J GAP (E) 1/f2' GW ! I I( I „1 REMOVe BEYOND ) ( �p TO 13E REMOVCD � / / ` 0, HW L /�O BE REMOV�tD ,'; � / � '_ ! � � � 04- 6" C ..kl TO BE REPLACED •� O � REP 3/4�GW BEYONb THIS \ / / `-d`, I ~ OC. i ' r PONT FOR 1NE W G W GQNNE�T I OM 'r \ \\' � t / i � � � N U CH l ` I r YO REMAIN ��` ✓'r' \ / / `Q ' L. PIPIN (E) (E) INK TO 13E REMOVED; FIXTURE +t PIPING TO REMAIN; �� r,S DEMO HW 4 GW PIPING ABOVE GEILINC�;�� GAP (E') VENT LINE \ \ I (E) 2-1/2" GW IN TtMr1EL 015CONNEC7 4 RECONNECT (E) WATER ABOVE GFILIN6;GAP 5UPPLIE5 TO FAUCET FOR INSTALLATION �` �) WA`,iTE BELOW FLOOR OF NEY4 COUNTER SEE ARCH I I r - :k / / `p r i (E) GW BELOW GRADE ,�•' -- -- - ,�� // / / `c rr r •� � G 1 k 8" CSP RD TO BE REPLACED 17 �r--� (E) 6" RD TO REMAIN a"I (E) 3" GW BELOW GRADE `` V-� i' �%`` _ r / (E) RD TO BE REMOVED tv CAP fE) 2-1/2" CY`1 11 RE-ROUTE BEYOND I \\i ^ \ `\ % \ %� / / ', ( /.'/ . > -, \ r* __ _ - _ _ - _ - _ _ ---1 ": / ,/��\ M Consulting Engineers FOR NEW iAONSTF:UG TION \i ( � ..-.._ '- ._ =_ — _ = / r / �i / \� --� 2t' S.E. Ash St. \ ' 1 / �`• � I Portland, OR 97214 ' I (E) SINK TO BE REMC�/ED; �. \ - I / PHN: (503, 234-0548 CAP (E) VENT LINE \\\ \\ ) RD TO BE RE+vw / % t PAX: (603) 234-0677 ABOVE GE IUNC.; GAP \\ \ I / / � � //� INC.M.WU -ENG cow (E) wA97E E3EL6W FLOAk t \\ \� PIPINtS T(7 >3E REMOVED - .. - -.------- -- -- / - - - - - - ---- - / I REMCT/E (Ei 6"650 RD � // / / `� --REMOVE (E) 4' G5P RD f FOR REPLACEMENT WITH R / / / �' fiEYOND THiS POINT FOR " I NEN 6" CI RD / / \ •tet REPLACEMENT WITH NGW / 4" GI RD , I Ub,_ (E) r<D TO BE PEMOVED _ - - ----- -..,...--- _.-..-- --.. ----- i -- (E) 2-1/2" GW TO 13E REMOVED I a~ u` / / i /�� T a AND RE-ROUTED FOR NEW / / f CONS TION;VERIFY EXACT phase Pemut SetLOCA ION. REMOVE (E) ,bC.SP W / / I \�� date .�I1U Y 23,M ` BEYOND TH15�OINT FOR I rr :, + REPLAGEMEN WITH NEW fQVISI(71 1 f � r+` / (f`) 2-1/2" CW TO BE REMOVED , - BEYOND THIS POINT FOR �/ _._.,..'_ ._ ,;.1,_-__ _.._ _._ p;', ..____.-_._____f 1: _ ____ � _ ._.._.-_ r,•. --__ _t�-. --- .�----.✓ RE ROl/TE OF NEW 2-1/2" GW: i VERIFY EXACT LOCATION -� - - (0-) � R r FIMMOVE 6' G51' RD (BEYOND' X15 POINT FOR 'NT WITH NEW It b" C 1 11ZL7i (E) 6" RD ' - RF WE (E) 8" GSi= RD ELTHIS POINT FOR R r EPLAGAGEMFNI WITH NEW \`-(E) G" W RD 0 0xv DEMO R.M ti Murdock Jt 9>tM1 (1r) CLEANOUT PI,M2004-00(199 +q R r41 Pi PLUMBING DEMO PLAN � 2of6 • '.e„ :. .. ". `M - MHa'•,�AM •"ne.rY' ,.YF:finpMeUN7?t arYr..a .._ .. .. ,.M'.+..w., -"♦+e"n Y"♦"►Q4+:wwr+�rwwrws•.ew aw e.wµ ......._.. .. ...,....-•., ,."T.., -,...,,..,. .-e..,. ..,.... .:, , .... «• .... ,. •r ,. w.:'.A 'f. .,.,.. .F a+ai..e .,. *Al�R"`�-'p'», .., *,M'"r!" .. T»nvww-n..+ ..� +,n...r-, ..-«r......,•r'.+"+ .,xa,.. >,..vn+...... ,•:*.71+lrrRnil^.'� -isYa•e .er.w•wpp','w �M�U5�r44L�'�P`1ItYC4'i,.., M1! ' Ae' R: �I ,l t tyy,�t§e> {rY,•g p};wK-,s 1 „ Cm.m"1 em .•. I I: Illt lit � II t 1 1 I AIra I I IP 13 Idis llln 19 ii 1!Ii20 f,!111!2li�1I!Itli".f2ilttil 2la 23 24 2 t 2115 2 2_8 li 29 of W . t ++ �tr1x1E4a t vr,.y {Ygtpq"� t } " i fr r jn ti , d", 11 " y n , , r :, .,, .,. ';:,.', .- a , -. .ir""=, 1tr,r_ ,yea. +ut rm •,a�'«1r4�bn,t-x,�!rs; +w,.,r,,i _ . a;, .,, •,« . ,, s:.,:. .,...:.,... �N„ :,,, tw.•+..rra!•+E+y...:. .,,,e ;k p.y;>rrc^,.r•:Nyen�'uw+rdaw w+r Gx • Y}., s I 1 — I • INV O RIM a 25b.11 _ P_-___-__-_--- ---- --__.__-. __- - -. LAN NOTES . . II _. — _ — -1 -_ --— _ �--- - --_- — —_- ----- ' ,� �- -- • /A�-GHAN6E (E) GLEAN OUT TO SPECIFICATION APPI20Vg , p -_...'- _ - DEVICE FOR FLOOR TYPE 4 I _ 1 - _ C�ENEi�aL NOTE=S .N �1,F + + - +JRF � INIENIORS•VIrNNINCs �✓ 1) COORDINATE 5AN 5EWER REPLACEMENT WITH SGhI00L'— 1 5GHEDUL-E. PIPES TO 13E REPLACED DURIN6 NON- ' E6HOOL DAYS. 4GCUPIED (i=) b' 5AN. SEWER ----•-� E 3 1 N TMEA2 w O CU w H r n o O x to = w W ti iI (E) 8' • STORM DRAIN yg r 1 r • y I r j • . NEW b' W TO (E) b" W,�_ /A NEW I-I/2" W TO (E) b• W i ONNEGT I + APPROX INV- 254,6 AF'F'ROX INV ?55� TO (E) tj RD, ; l r r- LOWER FLOOR q GO � R� FF ELEV. (E)=2620 II �'LC41NIFIR111 PV ' H. 1 5TR XC TUIRAL -- I. 5AN. / . _ 7' ------NEW I-I/2' "l0 4" W `� /. CONNECT / � � � � *•-� � c) C14co N �• O • ------ -----_ __- - L. -T'` —.._.. C` _ / 9" RD ! 3"OD `•�`�. 6" G.I. r .�„I� � Q -v LV-2 IF IN V 1 \\� `� cc�NNt T N)-Iti 4" GI FAD a t„/ a� 1 Roo 1!6 �� .�\ rr It_1 4" � � RD E .� l UJ 06 U) �. , . \ -3` RD a IAS O M Q, a CC jib Ux_'"I ,pq� LO Cn GH J GWI E3El_OW GRADE0. O v, /, • a �_ co c UPPER FLOOR .� ` ,� `� --- - � \•''\,�� . -,c FF ELEV. (E)-263.8d �` �` +/ �� + �+ �..�. 1 Q CONFIRM W/ ► \ ! , / `� / \. Q_ /, ARCH. 4 5TRUGTUR:AL S t�. -`� J _ �`, /�\ f• • \', �; `;, ; 3" �e � ;;` (E) GW E3ELOW GRADE NEW 2-1/3" CW .n RP / 3. Le 114 RD / .� �.w_ I :r' STUE► WITH VALVE IN HAND AGGC55 ` / ,-'-"'� � ++' � -- 1r VAULT: UTILITY VAULT SERIES 11-1671 MB I j ------_..---_.:_---_------- .—'- EXPIRES: 310ECQ4 M Consulting Engineers DOTH CONGRETE LID AND 12' EXTENT!ON RING. 2007 S.E. Ash St. ��Portland, OR 97214 PHN: (503) 234-0548 FAX: (503) 234'-0677 INC.�xWAWIA-ENC.COM Lt R FLOOR I • RD a �► 51.Oft -�' . ,�\ ,'' �''�► : 4 RD Fcp RD O INV=-25b.4' ____ ------_�__ 6�RD , _.I . . . ""r .. • " "'"'• CONNECT NEW 4' GI RD TO (E) 4" G5P RD - - - ----7-- - - - 2" W ry,) / k e 1' a 1 . n t r NEW 61 G.I. W TO REPLACE �.. hese P NEW/3" RD TO (1:) dD ; ` !� (E) 6"G.S.P. W IN PLACE; '' (EI 6" RD -� `� r APF FOX INV. .7�+.O' phase Permit Set -1 date January 23, 2004 1 /1 V �__ _---_-. Mt; __ -,--_---•� �.[. - - - ._ :r�-- ----- _ f� � 1 revisions pine�Q FI-, ^ 1e�1.71,'nW NEW t4' G.I. RD TO REPLACE I Co .P. RD IN PLACE; APPIROx INV- 25 1�' p 6 i ' �'ONN[GT NEW 6" GI RD - a, TO (E) 6' 69P RD FtD a 131 5LOi'E / +i l / hEW 2-1%2" CW _ --- r / •, I 1 L TO (E) 2.1/2" GW; � VERIFY EXACT LOCATION --- 5AN. SEr'4GR -- -- — project# �030211 ,:� L BELOW-GRADE PLUMBING PIAN 1 BELOW GRADE PLUMBING PLAN APPRoxINV 2564 E P2 !7 _S6 All +O T y (E) GLEANOUT; Murdock St YS00 � P2nO PIA-420044MR9 346 ' "r ,IkY;G�.�s"�1', , 5€" �E �! ,A' '.,,u xa 'J':.E .r •3' ,r ;. :4.s ,,:, 4 1 a';:.. . - � _ ' w r iWY LFORKITY STRIP Cm m0 2 3 4 5 �1 7 8 10 2 3 P P 4 20 ?1 22 2,a ^A 2n 2F_> 27 p , IW4 -..r1y +,. !t'i' 1,.-': •`:,':, ',+'.. ` iN( 30 s:" f I lI1+1 I. SCSI -11 `1 `r"' a r+ + t f 1 1 H9N1 0�1�il �� r1 t ! 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" �,, �, ` - �70 � c� v ` e �•? \ I-I/a` GW U1d IN WAk.t► IK O � cq Es / (E) 2-1/2,GW R15ER IN CL05FT ,;� TO 5EP.VE FIXTURE _ I STAFr tE1 I/2" HW O 1" HW ,`, �' \� / I O O ZOOM -+- -r F' �= �r=_-=----_--_--=-==_-- /� G �( �~ -0 .c7 I/2" GW ON 70 REGE�}�E17 WALL ,� �` %i `�, % All � \• -�, i _------_. . __ STC-P, ROUTE 1/4" C.OT'PER LINE TO HATER COOLER -1/2" C.W 3/4' HY4 , ,',{ - - -�,,` • 2" VTR. \ ~ p112, r-Ii / / �% , LIBRARY 3/4" HW 1 78 - NEW I-I/2' V �� , /// OD-I � , e \`, TO (E) 2" VTR <�' \ ` • �i, AIOl�� ," ,�f t ,Y GLASaRUOM • ; RD ONIN OUTKAI L•,� �. Nlb 1` (E) 2" VTR �Y 7 ROOM 3%4" C.W\\ i�� ;` I-1/2' V'rl! Ita Al2S 'i'`�� / 7� �� `�, '� � /r � PIRES• t 11�W I/2" H.^V GW TO HALL M Consulting Rngineers • ;' (E) LINES A801/L�GL�6✓�' AIO°i e - _.-_ _�T_.-__�_ �__. _ � 2007 S.1!. Ash St. Portland, OR 97214 V �` - -I / PHN (503) 234 0548 ��' , FAX: ( 3) 234-0677 NMII MFIA-ENG COY GROUP RM I RK> r1/4" NW -/ 3/4" HH / OOM - i..V2Y V \ L PLOCJNt [A1i5 phase Permit' date January?3,2004 +t- revisions 6C! I ! I ! I ;M ,eC` _ — � \ + rS project#103021 jL---,- ------- I - PL UMBING PLAN t� OR 7- - ED FLOOR "� GROUND FLOOR PLUMBING PLAN�NLARG C)C�► FLAN P2w1 Mutdock St y�Ul) - Pt_M2004-0x084 a�,r�� I I ' f 5�kl'S7r; O t .M"{�yq,..y ;wym.._. -.-...,....._«.....,...., ,. r..... - ._•tw ._. ........ ......., ....w.nw+•Mr•a.+erlYYMnx^..r"....NM,IYIIIIYAlYW1 ':,0., , •.,• ••..r.-. 04.10.4_,1:-fr.F<1 �! 1 4iMkfMflhYllMl�.+i:Altt , fM 'l%'}'f�.T1�fM01Pl9Yir+B.•.WN'�+Y1rv�f,V x�:': ![f �•.•y< ; :..y .,:-0. u.. . cm j�! 1'll'fllf�l!I1 '+III!Iillll':'lill !Ilii ii;' IIIIIIIU:!I' I' " ! I «II, 4 e r 1 A J a I. q 21 c 0 eN' �, mT.l 9 r r• I 1 t i y . -3I t NOMI! 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' �� , HfZ1 \ n ` ` !, NOMORE TW*N 6'-0'CENTER END JOISTS' \ 72 (TYPICAL r C� D it 0 Go 011 THIS AREA 10 BE FIRE SPRINKLED; ``� � \\ \\ \\ � �` ` , \ , ` r � � � � M PARTIAL UNE LOCATION SHOWN FOR \ \ , �` , �� \ ale / e L UX)RDINATION N 51RIX-TURAL ONLY. cn , (�( ' / \ �•_-- -^ _ __..W^ti'`t�� . _ - =� ` 1` ` �+ to \ \ i ` \ \ • �' �`�\\ /, -6MfW1. HE-AD; TYPIC \ �\ \! ~ • ' t� t Itj Ll .� \ \ ------ \ \ / f IXPIRF5. 3t ECO,- FIRE LINE BELOW. C7RADE; � \ `. `� �\ � - ` \ ` -- \ FItZE PRO-MCTI Im \'\ \\ M Consulting Engineer. i SEE CIVIL FOR GONT!�$1ATION 1 \: —r Portland, OR 97214 NLW 1�IRE RI — \ —t 2 S.E. ash St. \ ,) \ PHN 503) 234 058 \ \ FAX. 234 \\. I'\ .>)Xlr NFIA)NGC M77 \ \ THIS AREA TO BE FIRE 5PRINKLFD; \� _ \\• Y \ \ , `-'+ PARTIAL LINE LOCATION SHOWN FOR GOORUINATION WV STRUCTURAL ONLY. 40 � wr wiw wrll w•wwr —ww ' I 1 � \ \ \ phase Permit Set I 1 1 , I date January 23,2004 I revisions 1 , I I I I I w 1 i 1 I 1 1 1 I I I I L ___..----.--__al project 0 03021 -- • FIRE PROTcCTION PLAN 14 FIRE PROTECTI+ Nwi PLAN ___�_._ _-_.-__________� _�_______ _.__ ,_ _._ ___ __.�_� _ _ _._. P3ml Murd( k yt 9)00 R PI.M2004-00089 D 546 .��' �IPrT!Bm,&. a` • T'FP� .tMf4rl,'AF4+ly�fk'CRr. 4CmIwa4: MR., M•cN �l�' °v, a.,{ ' ut. .m,,,w,,._,___., ..... .,,. ,,.. .. ,..«,.....,., ._.......-.. •. «........-.._.. .. ...»,.,............... __ .... _ ,.. ,•wn,w.w—..• .•.......Mla...•e.n.+r.ur...w,+,+1+..'w.sa.w/nn..++a..e..,.,.,. 7 - - �f(� ;!I L.I .1 1 t, f It .Ilt !tl;l�f I!I (I r. ,11. II Irl I ,I, , .r .. i:�,tza4,• ..��r':<;+- _ _.. LI~0191LITY STRIP L a ,, ,1 , ! IObm�lgt <. 4 5 ! �! 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GOMPARTMEN7 rt NEW I" HW 4 i" GW TO&- "t `CONT, CONTICONTINUATION (Y) ABOVE GF:ADE WA.5T(: M • NEW 1" COLD WATER TO o c WATER I'FATFR -� (E) -I/2" GW !N CEILING DF DRINKiWSP FOUNTAIN W V -V -- (V) VENT R a DI DEIONIZED (HATER) flu i �X\ DIA. DIAMETER RD (RD) RAIN DRAIN - - I 5 GAL. EXPANSION TANK ELEV ELEVATION T ATTP.C.HED TO WALL tkv W J f _ ELECTRIC WATER GOOLEr� -ter(OD) OVERFLOW RAIN GRAIN `' ~ FD FLOOR DRAIN ; C a 4 FIRE �15MIC RE5TRAINT - FX151'ING �- E15MIG RE51RAINT b Ff. FI 15H FLOOR !"NT C,ONNEGTIC)N F-- (F) FIRE WATER N A I 3x3 •.,TiEETMETAL � _ 5TRAP5 51RAPS FLG. FLANGE _ - - _ __ - - _ v w ViATER LUWN` - (V) DEMOLISH, (R) Rt�LC'�GATE O N ►iEAIER FT FOOT / FEET p H SEE ARGHI TEG T - GF20U1 G GAS (E) EX15TING wt z u0 F. ( GA GAUGE (E) ASME GLIDE PRESS- OUTSIDE GRADE 4" �. - GALV GALVANIZED NEW ►^IDRK O o TEMP. RELIEF VALVE; GPM GALLON5 PER MINUTE z GLEAN-OUT LC,D}- PIPE TO FLOOR G.V. GATE VALVE 3 ti HP HOR5EP0► R X HR HOUR EOWPHENT MARK Tu1Nit LR '� y ^^„ o IE INVERT ELEVATION � a hn FLOOR LINE ,, kW KILOWAI T LXXX FIx TURF MARK O "' LAV LAVATORY - LB5 PCIRdUS OW EXI5TIN6 3^ Rp MAX. MAXIMUM THOU5AN05 OF BTUs PER 1ti� MIN MINIP1UM NOTE MECHANICAL JOINT N LM NOT IN MECHANICAL caAN. C-01 ib 051 Y OVT5IDE STEM 4 YOKE GUNNEGI TO EXISTING – 1 PRUT" PROTECTION PRV PRF-55ME REDUG INC VALVE i GAP P51, F"5Ki PC)UNDS PFR SMARF INCH _ I RELOCATED ELECTRIC WATER HEATI`R DOWNSPOUT .____._ _ Nrr PRE.7%W / TEMPERATURE TEE RECTO REOIIIRED L ELBOW - RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE 0 CLEANOUT I'YP TYPICAL UR URINAL VTR VENT THROUGH ROOF -q-OR-0- TOP GONNECTION WC WATER CLOSET BOTTOM CONNECTION «-«4-]t� PIPE TURNED UP, PIPE TURNFD DOM �n • -i 11- BAL L VALVE ( �/ O PLUMBING CONNECTION SCHEDULE 1R. 5MIT11 Ita1;Jl VV l' OUTLET - MAK►. ( FIXTURE W V GW M REMARKSCANOPY N I,tOOF DECK HC-I WATER %,LOSET 4'r 2" I" NEW ADA _ __..._-._---. �. •„— O - FIRE_ RULER 1 -Z WI�TtR. CLOSET 4" ?" I" REPIPE W/ NEW ADA FIXTURE ••• it"Ill ( ! PILOW EWTGM - WC-3 WATER CLOSET v REMOVE FIXTURE • a UR-1 URINAL REMOVE FIXTURE •• 0 Q � -\ ` COMCK WASALL UR-2 URINAL 4" 2" 1" REPIPE MI/ NEW ADA FIXTURE ••••• �� o CAIA" r COW IN VAULT CANOPY - � O I WE 611E PLAN 5TRUCTURE -TERMINATE 2' OUTLET IN�yIDE E .s LV-1 LAVATORY 1-V2" I-1/?" I/2" I/2" ADA, WALL MOt)NT �p� � F- 3x9 TUBE 5TEE'L DOWN5P'OUT •••• �i/ P'IPE DEPT. Ct7N� LV-? L•r►VATORY 1-1/]" I-1/2" I/?" 1/?" REPIPE W/ NF_W ADA FIXTURE we 61TE MANN LV-3 LAVATORY REMOVE FIXTURE • .' MAkJ DIitAM-� L, - J DP-1 DRINKING FOUNTAIN 1-1/2" 1-V4" 1/2" DUAL-HEIGHT, ADA ` TO OUT6IDR. -- - -- --- POIll DE )' PIPE F106B C4N�CTION S-1 SINK 2" 1-1/2" 1/2" 1/2" I-GOh1P � � �0 Y AT D16C1-1,AA6Ur_ S-Z SINK 2" 1-1/2" 1/2'" V2" CLASSROOM SINK W/ BUBBLER L I � O -OS17 WTN GG � FD-I PLOOR DRAIN 3" V.L. 'J.R�SMITH 2O05A (ROUND) -� - � x TAP9PE14 O UT(a'1 j RD-I RAIN DRAIN 4- JR SM'TH 1010 � f (� 51R1CTURAL TUBE RD-2 RAIN DRAIN 4- SEE 3/P6.1 0 /� 00 R'� STEEL GOLUMN OD-1 OVERLOW DRAIN 46 JR SMITH 10'10 OD-2 OVERLC`W DRAIN 6- -- JR SMITH 1770 - _ �� r , O nt �--� HS-1 H05EBIBB 3/4" NON-FREEZE _ o SEE —P FOR DETAIL • BA5E DS-1 DOY'fJ'3POUT- MSEE 2/Pb.lE Ccu Ia1�P1T pl t -...-_.--__..-__ c ��6 I 05-2 DOP96POUT SEE 2/106.1 � I �PIRE WATR•R V.L. - VENTED LINE -- 'UERVICE GEE 61TE ?ELAN -. p �_.. __ • EXISTING FIXTURE TO BE REMOVED;CAP(E) WASTE LINE IN WALL;GAP (F) VENT 4 WATER LINES IN GEILIN6; � � �Q Q- •• EXISTING FIXTURE TO BE REMOVED; GAP (E� WASTE LINE BELOW FLOOR, GAP (E) VENT 1 WATER LINES IN GEILIN6; FIRE RISER 3 CANOPY RAIN GRAIN ••• MODIFY EXISTING WALL MOUNT ROUGH-IN FOR NEW ADA FLOOR MOUNT FIXTURE •••• MODIFY EXISTING HALL MOUNT RI�UGH-IN FOR NEW ADA WALL MOUNT FIXTURE PETAiLLpE?.I ;GALE' DETAIL ••••• MODIFY EXISTING FLOOR MOUNT RLXX-H-IN FOR NEW ADA WALL MOUNT F'XTURE PUMPS - ------ 1 +17 4 MARK IZF'_ ORIOM NUMBER T SERVICE HMR �`),:it� TYPE - GENTRIF. ,04 [ PIR RErFl ARRANGEMENT_ _ IN-LINE M Consulting Engineers FLOW RATE (CO" 2 m 2007 l E Ash St. I1 I Portland, OR 87214 HEAD (FT) w _ 1S /� PHN (503) 234 -0548 MOTOR HP 1112 ,[ �. FAX (503) 234-0677 RPM 41730 I NTC.WWW MFU-F.NG COY DESIGN WEIGHT (LBS) --- k • y p l a n phase Permit Bet date January 23, 2004 revisions project# 03021 _ PL-UMBING DETAILS & SCHEDULES Murdmk 5t YNH) P6w1 PL 421004-0MR9 6of5 'MMW+ti. , .1•.,. .,,,,,: s� ,.,'. ... ....... .-,..,... ,.ins +.r++r+m.:..«..,,..w. ...,.._......,a•.,u..w..«. .. ... ,. .. .. .- .., .._ ., . "�' ".if„ ,..,e. .._ ,.•,.r...,..w.rr,..,:•.w,,,nnlRy,NFa,.,..,w..^ M,pRt'r..-: ze.+ao„rer!:::..:...,,... .._ ._...n.«n ..+w...»1.a«ra.,aa ,....+n, ...,. .. ._. .. ,., ... .. _ .. ........ten-.,..-.._ „ .... .,......., .........._.....,. .._..__.,...,._.,.,...,...,..r„r,...,..n .rws.. ,..,. s Y+ 1. I 1 P ., Hll, i. r I rr r •`u'..,Ir r. nn . r,.:. w..Y �, LE001_n"Y STRIP v11 1 I ,.a,;; ? 17 16 19 20 :?'. 2'c' ?.3 ra Pi r , 30 Napo llfoe J1 i9i �f✓� ,. , •4, y'.. � ,. �, ..' _ �� XSPi4+,TSA�,E'j Yfwp,�Ot,(dJ�.ghklCt' .d ,s:an x 1 ':X •;;� *,i • 1, - g • , ,. } , „ Uzi,. ..'.:-. ( ,!i Y•: s-.M rl_,.,�. 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GUILD Inc KG Investment Group Mackenzie Group Mackenzie 5212 SE Flo�el Drive 0690 SW Bancroft Street C690 SW Bancroft Street 10240 SW Nimbus Avenue ) 97201 Portland, Oregon 9?006 Portland, Oregen Portland. Oregon 7. 97223 Portland, Oregon 901 Telephone: 503-224-9560 Phore: (503) 788-7778 phone: (503) 598-9980 -- ^= Tel hone: 503-224-9560 Fax 503-228-1285 Fax: 503-22 -1285 ' 503) 598-9982 Contact' gob T-hompson, Daie Poppe Contort:: TimTim FAX: ( Schweitzer, Ryon Baker Contort: Kevin Koser • � Contact: Lynda M. C;orkc o CODE ANALYSIS -- - --- Drawing Index - NO AREAS CALCULATED BASED UN THE 2003 INTERNATIONAL BUILDING CODEINTERNATIONAL 7 �, T1.0 TITLE SHEET { „1 AF 9M t«�:.n- -IN � � ', '' _ � ( CONSTRUCTION TYPE: v-B •� A2,0 OVERALL FLOOR PLANS ` - •..a..r-', - _ - - ' - ' A2.1 ENLARGED FLOOR PLANS FIRE PROTECTION: AUTOMATIC SPRINKLER SYSTEM PROVIDED + 1 TWO STORY 881 O„ - - A6.1 REFLECTED CEILING PLAN a 88.1 DETAILS OCCUPANCY: B (OFFICE) 88 C? \_7n 44 -0" LOAD arc TENANT ImPRV'T AREA OCCUPANCY FACTOR LOAD _ - Orr : I•:,,„ . ., .. � .„,„„ 44 '1 X44 -0— -- '"-i i ~ , >,„_.•»x...•.......� I S2.0 GENERAL STRUCTURAL NOTES 8 t00 -- - 1ST FLOOR 5 SOFT.� 2 80 F y < S2.1 "CANS AND DETAILS �F. 2ND FLOOR 12,600 SUFI 8 oc, _ BY SEPARATE -_ _ 05 SOFT - PERMIT ,LDINc, t - -- - _ TOTAL: 1 r \ OR MEP ,� T7171 f _ - • tis.,: r�' <- fi i N ! I MECHANICAL NOTE: DESIGN BUILDERS F AND a BUILDING 'N' \ _ i -- -----__-''-+^ I � ••. '»»�-n M ��•�� •� " � F.P ARE FULLY RESPONSIBLE F0.? THE DESIGN IBC SECTION 506.1) �• �, ELECTRICAL Aa= At (f + At Is PLUMBING OF THESE SYSTEMS/COMPONENTS, THESE SYSTEMS, — 100� � 100 (EQUATION 5-1) II n r TS ARE SCHEMATIC [ - ,•• �•• ,„.,, `°""`•'»""'",,,,•' "_:""'""„`:' _ I FIRE SPRINKLER COMPONENTS SHOWN ON DOCU AEN - �.. f' �` z r " • { 5 6 ONLY: THEY ARE NOT INTEND'cD TO REPRESENT ORS I' t & ALARM 11 - 6 5 n ., Y„».rte I! FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN Aa-ALLOWABLE AREA PER FLOOR (SQUARE FLET -� DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD At=TABULAR AREA PER FLOOR IN ACCORDANCE W/ TABLE 503 (SQUARE FEET) ®� FOR REVIEW PRIOR TO SUBMITTAL TO C;TY OF 11=AREA INCREASE DUE TO FRONTAGE (PERCENT) AS CALCULATED IN Ij ACCORDANCE W/ SECTION 506 2 ~- i TIGARD. 19 AREA INCREASE DUE TO SPRINKLER PROTECTION (PEPCENT) AS CALCULATED �+ 1, • dl'- orf • I' SIN ACCORDANCE W/ SECTION 506.3 C cRoua ktAcKENZ1E 2Do+ C All RIGHTS RESERVED - .'� '�',` L GROUP MAIV THESE CKENZIE AND F.GS ARJ THE NTPROPER1 aL�1E,t.• y �� ,,�.� I SCOPE OF WORK -•_ _r I , r UW�jTHOUTDR REPRODUCED PRIOR WRITTEN PERMIIN ANY T i,,. N t M .-- r _ _ 3 N W (Tec SECTION 506.2) a THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR If= 100 F .25 EQUATION 5 2) REVISIONS: 1 FOR A 15,405 SQUARE `OOT TENANT [ P 30 3 4 �S A fl TENANT IMPROVEMENT I SPACE ON THE FIRST FLOOR AND SECOND FLOOR. �,� ITHvlslaNs CLOSING ATE ` T _ l 5W THIS CLOSING DATE / o SHEET If=AREA I',iCREASE DUE TO FRONTAGE K Site Information (Unchanged) F=BUIL DING PERIMETER WHICH FRONTS ON A PUBLIC WAY OR OPEN 1 1N PROGRESS SPA":E HAVING 20 FEET (6096mm) OPEN MINIMUM WIDTH (FEET) L �1 ` SITE AREA: PQPERIAETER OF ENTIRE BUILDING (FEET) , 2 4 BUILDING AREA = 43,800 SQ. FT. W WITH OFSECTIONBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE .a 1 PARKING DATA: If- 100 780 _ 44 -�� ' TOTAL PARKING PROVIDED = 63 STANDARD [780 .25 30 ----' �• "_ 2 s� ! 71 TOTAL PARKING 1fm 7 75)(1) SHEET TITLE: 'TTR..E SHEET AlL4YN�1B1.E AREA, . v-N B (OFFICE) U HR RATINGYES - � � _ � n rullN;'fJO�.- (IBC SECTION 506,1 B( TABLE 601 .ITY OF AMP 2 FOR BLDG ELEMENTS PRAWN BY: rnwr;...,fT.. _.(,�iJA) a TABLE 602• 0 HR RATING FOR �4�-== • - 26,000 SF EXT WALLS (>30 FT SEP) Q_ L_-ISI_IE1l._1.�L�4�11- IM !n CHAT-rER 8: FINISHES TO COMPLY CHECKED BY: ftWTNO, 5 32,000 SF CHAPTER 9: FIRE SPRINK SYSTEM EXISTING 43,800 SF TOTAL 4oLeft 10O • -___ --- =-r-- CHAPTER 10: EGRESS WIDTH. STAIRS: 44" - PROVIDED SHEET -FW DOORS: FI .AN NOTES z-- f,��, .-�, 64,OOL1 SF I DOORS: 32” - PROVIDED I�T.� "— .��' .r'�c-._ ____ 64,000 SF 43,800 S.F. �,r./af„I - TAB).. 1016.1 0 HR RATING FOR CORRIDOR eoxvmw� 7.. EXISTING ACCESSIBLE PARKING TO R MAIN (FULLY SPRINKLERED) cxrw=Wrt� T •� 0 HR RATING - - 2. EXISTING TACTILE- WARNING �Gr`t� ^N51�H CHAPTER 12: BUILDING SERVICED BY EXIST'G amwel6e"�1'r's FOR BLDG ELEMENTS - - DRAMIN g • .j•- Y• .z — _ MECHANICAL SYSTEM. n°" �,�..f 0 HR RATING FOR 3 EXI=TING SIDEWALK Y- � �-_ - _.. -S +p> s Chi *~Cob 1TY �"1F T p � r>Iea� a...6 yM'�..0 !?riv.�' �"' C� t nn -- EXT WALLS >30 FT SEP) `Ir... Q Iv rIfl, � bee•MR+�f1 filfu� ES TO COMPLY -1 - --=-- - r � r � rf 4. EXISTING RAMP _ �I r r CHECKED __. c EO • . s,r.'-».,�- � FINISH Vii. EXISTING LANUSCAP( O 10. 0 10�. H!Irhltprovwt SHEET lr +un1} the a I _ FIRE SPRINK SYSTEM EXISTING .� �'�► H T C°) �XISTINC3 A( PAVING ��G� I .9MIT1dfJw .�4�d1✓1 �d� aZ-_. =- AIRS: 44". _ PROVIDED 1 yi _ arc I ehr+Io EO%* J08 NO 2040815.02 ORS, 32" - PROVIDED 7 EXISTING I OADING DCrCK �h.� A s`o s a t I - -------- FULL Rro /�N� � 1'j-•�� ( H!7 RATING FOR C TV 8. EXISITNG PROPERTY LINE - ' ��,� _ -�� -:..._�� —� .-_ :a (� { REVIEW SET "• 10/��0�.+>w,�) OFFICE COPY �ro� BUILDING�SERVICEDDBY EXIST'(= � ---�•--�-_-� „w o.• RIBA o/7 , MECHANICAL SYSTEM. MICE C017 Nimbus Ave R-B. 10450 " JOB N� 91IP2004-00522 , 2040815.0,2 ,� BUIEw.[)►IIVC R - � PLAN____ _ - ,- 20'..0" REVISED PERMIT SET DECEMBER 137 2p04 KIRA „Rnm+ :. R N I • r� '- ., ... ,; ......:: -rd Y- . ...::.,'nn µ.-C.'. 1g7 ..gip:. .:... :"'1� r V♦L p.„.7..m «....m ....-..............—,....,.,....n.,�,wyy},,,,.ne.n .. ..„.,.. .. .. .. ... __ � .� +: Cm •�i•1�.�'. • LF0191LITY STRIP 1 n0 1rc2 4 'O ' Is i7 IP , 2V r q t 7 gyp, t ti$t'YIa 1n fl!' i r • '� ,(,.1, �.. 4M” •d�l'.t.: 14 ', ,, fp I,i t Li I,i. I ,7+1 r I. 7 ,I ,1. 1 ! I s !ul• � I �y:- .,•�&F. f ,��w^�,aw�., 1 5+ , } !. a. .1�. I I' 1- � r II I 1 .I �y„1. n��'1!Phr)p"!7eb,%{f�f♦',1.=a.-.s,',,"�'',*.kI1�,r.,:µ�;J��lki-: �.,. .. r';.,a� ` I :..',� \,.f,n..:.. A ��.eii�•bi �YA� •�, I,.�I,IS L!. �.,. •.+.._,,I�J rl�. )t�{.�rtl'lr..1•., .a..:�+�rl �!��e.��tdl+��:�•+,t.e<Jf�a-,e�LA.« .^�-�, IIrIa.II a"F34 A #� �..r.•�,�axrIA., N.w.:«✓:' t {i SOFTWARE PROFES I NALS TENANT IMPR VEMENT 23 711 sate,t:�t 1 :,,..:..r ,,6fr r•.., :.::. �I .. ,:.. _. ",h .. .5. , � �• Sa .: , 't:, it IFT, . .m 1.9�IMT'Iplwl1 .. , M •... #N.__—.ViwSW1.:�.1.,.,... ' .-, a.Y811d.e.L.:f.iGa'i�k,:sS..^v_.,Sou.Lri .:�r..u. JMt r.....,.:_•_.•.-. ;:v.:L;v.,ww..u:...:: - _,--..; xu::r...u.,.:,...u.......:...•au.:n.i:.:.-..-i.-.-,_:_ .:_..:..,..:- ..,.z._...4;- iWJYYW ; to 5 fi 7 8 9 10 11 12 13 00 270 1 I -71 20' D" 20'-0" 20'-0" 25'-U' 25'-0" 25'-0` 25'-0" 25'-0" I _ 25'-0` 20'-0 _ 20'-0" 20'_0' .. U m C 4 G � SHIPET A.21 ` .. LEGEND � c .y E FOR PLAN _-_- - ____ o mto P I I I I I Ii ;�. I I I 7 NEW UNDER GPID WALL. SEE DETAIL 3/A6.1 '4 a C 1 NEW FULL HEIGHT WALL WITH SOUND ATTENUATION. SEE DETAIL 2/A8.1 p 3 n EXISTING WALL. ADD SOUND ATTENUATION INSULATION p C EXISTING WALL WITH EXTENSION TO STRUCTURE AND d0 °n co ADD SOUND ATTENUATION INSULATION. SEE DETAIL t3/AE' 1 I p a• e \ - -' - ID L._.�- EXISTING WALL TO REMAIN Q q S� A _. Lk �� ,�.�-:::_::�-: BUILDING COMPONENT TO BE DEMOLISHED/REMOVL•D � LLI 44" MIN EGRESS PATH w C <� , o FIRE EXTINGUISHER CABINET LOCATION tj a N i s-a w•a::c— I y . (L V) s I I I s FD FLOOR DRAIN r- _- I �I ! ;j Client KG 1nV**rm1 '777' �--��7 V2,W $W Nrtlb��e Avec Ports L-3 artlertd, or 972.2:] a 7777 777�I I :_• •r-s s9uassatRs' :u.usrr.r-et uu.,r r"I F KEYNOTES I N v , i I� } I� M A N AG F M I I a I "1 --- —--- O ; � I C 1 44" MINIMUM WIDTH EGRESS PATH. ' 2 DISABLED ACCESSIBLE LEVER HANDLE AND DISABLED ACCESSIBLE F.9 � N ,� t I� r—__ �• / � __ !• '......_'�---.... —._ _ SYMBOL ON DOOR 3. WALL MOUNTED LAVATORY. INSULATE DRAIN PIPE Project/. YP • ,I G 4. 4'� ".H PLAM 1 ATE W�i11WSCOT. SET ON TOP OF 6" RU9BER 9SOFIWARE G I oin I C '-� BALE AT BOTTOM. SEAL ALL JOINTS. TOTAL HEIGHT 4'-6" AFF TYPICAL. TENANT IMPROVEYEr VCL' ncy+rav:.c ra.. .-._.mra+r<:ra,:"!!G.'•"`-_:ir"__.. .��-./'•v�...�-.f / 6. PAPER TOWEL DISPENSER. H tvl I 7. TOILET PAPER DISPENSERO�"1 Si �USINF 8. FUTURE 36" GRAB BAR, MOUNTED AT 36' A.F.F. PROVIDE BLOCKING AS REO 0 (ANTER BLDG h 9. FUTURE 42" I+ J GRAB BAR, MOUNTED AT 36" A.F.F. PROVIDE BLOCKING AS REO'D 10 WATER HEATER. 1 ,� 11. DISABLED ACCESSIBLE SHOWER 60"x37",r79" BY FIBER FAB OR EQUAL <:J> _�_ __ -- .J 12. PLASTIC LAMINATE CABINET WITH SINK. INSULATE DRAIN PIPE AND ` r we T ��/ HOT WATER SUPPLY PROVIDE WHITE MELAMINE INTERIORS ----- -- I I 13. REFRIGERATOR W/ ICE MAKER 14. SINK WITH GARBAGE DISPOSAL 15. DISHWASHER, ADA ACCESSIBLE 16 ROD AND SHELF 20'-0" 20'-0" 20'-0_ I —25'-0" I 25'-0'_— 25'-0" I 2S'-0" ,25'-0" I 25'-0" I_ 20'-0" 20'-0' 20'-0" --- � 210'-0 60'-0" 270-0" � 2 3 � 5 �16/� 7 8 9 <13> 0 1 1 012� 13 NOTE: SEE DETAIL 9/A8.1 FOR ADDITIONAL FIXTURE MOUNTING INFORMATION. ♦ MAIN FLOOR PLAN 1 2 3 4 5 fi 7 8 9 10 1 1 <,/,12 43\ -�_--- O ✓ --' _._..270—0` w w r w R r w w 20'-0' 20'-0" 20-0 25'-0 25'-0 25-0 i 25'-0" 25--0- _ —25-0 _ 20'-0 20'-0 20' - o — 60 ' I 9 12 16 � 5'001 �• � 09 1 6 N OF 14 O GROUP MIACKENZIE :Jtia j 148 I (� ALL RIGHTS RESE.PA' M1 A8.1 N o I THESE DRAWINGS ARE THE FR'iF' 10 l 15 I GROUP MIACKENZIE AND APE USED OR REPRODUCED IN Ali O O sFE} ` WITHOUT PRIOR wR11TEM cr:. REVISIONS: DELTA `\ 1'r THIS Q15 REVISION ATE I / 'i J THIS CLOSING DATE �o SHEET <D> _._._ 1 X IN PROGRESS I �y (;,��y 4'-4" 5'-8" _ 3'-0" -I.:k + _ o ;n ,.•. � VERIFY y --- - to -1J'A *,—Or I _►--- _ _--__ _ - 1 i.. -Vii"-�j -"_' 7 / ' '; / ^ I ( �1 - •—#7 Ci L_ ..� / -�_ _ -- -- - F I SHEET '11TI.i - F / ' -bJ G rT J J� ' a I OVERALL , I I FLOOR PLANS I `t �-- w L <G\ I I / _ tel_- _ OH � \ DRAWN- -rlY. � I CHECKED 8Y: aL f L 1I_ SHEET 20'-0" 20'-0" 25'-0" 23'-0' 25'-0" 2S'-0" 25'-G" * 29'-0" 20'-►1" 20'-0" 20'-0" L I I I - f pp x sr, �ti 210-O -00 so, SM SHEET A2.1._ A2.0 -r• ET PLAN PLAN 44w, y , } 270-0' r ENLARGED TOIL F 1 {t , 10 11 12 13 04511 ,- ___— -- �'. t t ate. 1l11r�txla-cwsz2 Jog No. 204Ut315,02 - , ,�SECOND i LOC�R FLAN REVISED PERMIT SET - DECEMBER 13, 2004 � 1/'1fi"•1'-0` _.___ _._..._ mros,sat�Albi�6f,7--�-oallo -r.M n. ::.Q•r+.r'•,.. - :.'_,r.0 ,.-.. .. 4r,:+, 1!IP,tRit?M'>�. . 9t;A", eMxx7tMA4 ,...wn 'u;rAh'H�'MY• Cm _��1�ILIT 1 a71� M I .d: 1 ,I� 1 .r "4,:::. ,::: tm. x�,., .,., :: :,:... 11'•,' -1, .. F.I � !A 9 I'O It 12 I.3 14 I Fi 7 :o �;"� IE1 ._ �.. ?,I 2r 2,.r pa v r '} *tr, :ryin 1^�'� 11 �C�I ynk) '.'a • , ' a o .� �i) I � ,i W aal x" )+ ��I, >�'�° I w� �Y 4��In'�''a�J v'tt:� 1t psis iii � x u,'�i ,� I �Y�: 911 a � .. .!i f.'.,�b1�9i+(f„' aS �} f' ��. ,:.. kkl , :+,,'', r:; i ,}rl r1 ,5 1 ,�"g t*: rf "� �N�#Cr^ �� I xry ,�y ' ra r; T.`rt r c 1d tk 4 �s k. . .t, . 30 Hank r �p y 108 '- •}r ;��L •..c�,A{!Y^. y, ! 1 ��.�•,... yA }e ti l G Y> 4 d 1 .,.`:. .: 9:w 4. ': �. � _,..,,��., ,.a; ]r '°n.= �Iz'• dh�f. +ath,.}A e7 r` r q �LT�: ➢.. , r '':�' •; ..:.1 :h �. i ll&'?.�. 'Fr1.I:L" :. _xt'{`3�',: � , 3iNOT,',:3ah1'4r ..I•.uYs:.�....r,.. ... gql,'A+.:a,IRIY T��.......:.,.:A.,h...,...._. ..-.A.. .............+_, _4'.....SA.i .t i.u..—, :I.. ... '•7-'! , , : t'' )__ i'"1F o` y u SN M. Y i�IT'�{tr1', ;'_ . ' ! ' ^ � al AL1: rkay��p•�� } Jar;:Et �, �.,L> . 'k, � ,t dr:•- : � � Int � a , F �i r#v v ! r i rA="! :; 72�" �� 4 a ' ,�� ararirr• . , � a�h, �R;..�� ; , i.l .e .,, ,:i, .IsXMi °»„i,: KG i ,..'. v. � :n:'•A:'1..'l,7�•{.n}":i. .:.41,4-'RAI:" Yr� ,:','�j.. '... .:. . .. .its � ". . +1r w � i {0 C (All 2 ZsLEGENDm C00 o:1 138C NEW UNDER GRID WALL. SEE DETAIL 3/A8.1 11-at NEW FULL HEIGHT WALL WITH SOUND ATTENUATION. SEE DETAIL 2/A8.1 < u 3n C.---� EXISTING WALL. ADD SOUND ATTENUATION INSULATION. o c o F -_•_a._ _-.�.._��; C EXISTING WALL WITH EXTENSION TO STRUCTURE AND oci _ ADD SOUND ATTENUATION INSULATION. SEE DETAIL 13/A8.1 m ci c c 6'-0' 3'-0" IF !� 1 13 1 (- 1rilla � ('� �•1 �� I--•�� EXISTING WALL TO REMAIN , ` �y C >�r BUILDING COMPONENT 7 m W «� �{ 3_0. I ! 0 BE DEMOUSHEO/REMOVED o C 5' 0 c IlunI V EXISTING DOOR iG kEMA,N W C C o © -- - I �f '0 r: I1 A 101 NEW DOOR. SEE SCHEDULE. 123 II i57 � Client - 2 LTA I PHONE/DATA JACK LOCATION SEE ELECTRICAL KG hireehrielrit A8.1 1Q24G $W Nrribt� Ares -6 + &Ae L-3 19 �� ® O DUPLEX OUTLET, SEE ELECTRICAL. Pordwid, Oregon 97223 1 i VERT 28 -_ 13tJB 153 � 0 � QUAD OUTLET, SEE ELECTRICAL. 1c3 f NEW SWITCH LOCATION F100R JUNCTION BOX FOR ELECTRICAL AND TELEPHONE VERIFY' LOCATION WITH TENANT PRIOR TO CONSTRUCTION. - - �1INVES1 C L/ i' __-�•-� 1 '' MANAGE M ENIT 18 141-4" C oR 139 �! ;! GENERAL NOTES 134 1f I� _- ,) ,,-� =- ---- - �� - - _ , A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR Pro - »»- » -_ TO START OF WORK. NOTIFY ARCHITECT/ENGMEER OF ANY 1 DISCREPANCIES PRIOR TO START OF WORK. 1 159 1 (17 O 14 B. PATCH AND REPAIR EXISTING WORK DAMAGED DURING TENAdNT IMPROVEMEN O I NEW N. I CONFERENCE I C COORDCONSTRNATF"OELECOTRICAL, TELEPHOONE AND DATA REQUIREMENTS SC•I}" O LS BLONES53 160 ' I 331 SF 1 27 - • ........_...._.,._.. WITH TENANT PRIOR TO CONSTRUCTION CENTER BLDG R THESE DRAWINGS FOR TENANT MODIFICATION WOPK A,JD OCCUPANCY ONLY. (20 r { , �_ 1� E. OCCUPANCIES 8 (OFFICE) 1 �: : 1 "" BUILDING SHELL CONSTRUCTION V-N, TENANT BUILD--OUT" V-N. 1 S2 1 I F. MECHANICAL, ELECTRICAL AND PLUMBING DESIGN/BUILD BY OTHERS ____ G. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT 1N �� "�� it-1-'-" , ACCORDANCE WITH THE LATEST EDITION OF N.F.P.A. PAMPHLET 13, BY SEPARATE PERMIT ---- {:a 1 p H PROVIDE (1) FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 2-A:10-8 FOR EACH_ C 3,000 SQ.Ff. OF FLOOR AREA. 4 TRAVEL FROM ANY PORTION OF BUILDING NOT TO EXCEED 75', • T�� 1 - , �22 J. PROVIDE R-11 SUN ATTENUATION SOUND INSULATION A7 ALL NEW -JI~- v ____._._...-•� K. WALL THICKNESS LLS DARE NOMINAL NCE �40UN�ESSSNOTED OTHERWISE. L. SEE SHEET A20 FOR EGRESS REQUIREMENTS. 1 - - M. FURNITURE BY OTHERS,VERIF, ALL REQUIREMENTS PRIOR 3 � ,� I� TO START OF CONSTRUCTION. CONFERENCE I E I N. PROVIDE VINYL REDUCER AT ALL FLOORING MATER E .AL TRANSITIONS. 2 P. SEE SHEET A61 R REFLECTED _ _- -� TYN R, REUSE ALL DEMOLISHED COMPONENTIS WHERE POSSIBLE. SERVICE OR LING PLANS. 319 SF ��-'' , • �. •� ---� -� i- I ' --" '""-3 REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. KEYNOTES Ilia F• �--- - ----- "'`"==" ""' ^"•�° •'� •�- 1. EXISTING STOREFRONT ENTRY WITH PANIC HARDWARE. - 2. EXISTING STOREFRONT HARDWARE 1 4 3. EXISTING ELEVATOR TO REMAIN 4. EXISTING CANOPY. 5. REMOVE EXISTING DOOR, RELITE AND PARTITION. MAIN FLOOR PLAN Typ 6. EXISTING ACCESSIBLE TOILETS/SHOWERS TO REMAIN. _ - 7. EXISTING TS COLUMN TO REMAIN. �1�081 A 8. EXISTING 3'-0'x7'-0" HM DOOR WiTH PANiC HARDWARE voi:i I f TO REMAIN. 9. PROVIDE LOCKING EGRESS LEVER HARDWARE TO MATCH f'OOhI EXISTING BUILDING STANDARD. �i;'Oil � 10 PATCH AND REPAIR EXISTING FINISHES AT DEMOLITION 7�f►y 3' 231 i fry - MATCH CH ADJACENT FINISHES. �� {2 ROOM h 17 NEW POWER POLE. VERIFY EXACT LOCATION WITH TENANT 1 33.1 PRIOR TO CONSTRUCTION. PROVIDE 10'-0" ADDITIONAL �- - /\ GROUP MACKENZIE 2004 WIRING LENGTH ABOVE CEILING FOR ALL UTILITIES. (c� I � _ ALL RIGHTS RESERvEI) 12. RELOCATE EXISTING RELITE TO ROOM 211 SEE DETAIL 6/A8.1 I - ------ - --- / THESE DRAWINGS ARE THE PROPER' - 13. INFILL EXISTING RELITE TO MATCH EXISTING PARTITION GROUP MACKENZIE AND ARE NOT 10 EI Y I 14. RELOCATE E.XISaNG CABINET, SINK AND DISHWASHER TO ROOM 211. UWITHOUTFD OR RPRIOR WRITTEN PERMISSID IN ANY ON 24 �! �- 15. INSTALL WATER HEATER OVER CEILING FOR UPSTAIRS TOILETS I / 9 BRACE SEISMICALLY TO STRUCTURE. REVISIONS. ROOM 16. EXISTING WATER HEATER TO BE REMOVED 17. EXISTING JANI FOR SiNK TO BE REMOVED in a REUiSiANS REVISION DELi A 5-� THiS CLOSING DATE 18. RELOCATE EXISTING DOOR. INFILL EXISTING OPENING TO �; �+� I O RUM R Y�?S;i�t j I { f t,I I I �7RSM 44 �-h1hT�plT�v-v L20!_ 2(17 > 12Ci9 �1 t"� i 23 '�I r 230 R -' C 'l E" -1 i"1 - 1 X iN PROGRESS lin _ fllyvvll 1- -� MIN", 19. INFILL EXISTING DOOR. RU'1+0 ROGM ROOM R rr-�� + • 1 1 �� S 212 ( 2ia ROOM Zi5 ROU i e CUt. i lR�f A TBS^EXPOSED. - . - 14� r_� �_216-1 UE 217 J �-_ -_ T•YP !__.___J I• l_.__J LL-__1 , 21. NEW COLUMN. SEE STRUCT. LEAVE EXPOSED _ �- 22. REMOVE EXISTING COUNTERTOP. ►-TT! fT _ 71 / - I 15 1111 11 - 36J 23. INSTALL NEW DEDICATED DUPLEX. VERIFY LOCATION/ ' - REQUIREMENTS WITH TENANT. -.- - 24. EXISTING CABINET TO REMAIN. 20S ;' X30 10-2' 10'-Z" 10'-2' 4 - i 205 Z 13 EQ: 18'-5' E0• 30 A IGN -�_ i :��.� �� L w I - 25. REFRIGERATOR BY TENANT •f_ E �0, SP. C2, C2 4D 242 1 243 I -. 11 _ _. .___.. ! 26. PROVIDE ACOUSTICAL SEALANT AT EXISTING WALL TO _. -- n I .r -• r_--_ _ ____ __._ _ Q 4.41 tiil, :¢ij i i 1 MULLION N EGT1.7N. _- - DN CON SHEET TiTI_F ,1 20.3A .1 '� ;' �` 27. RELOCATE EXISTING 4'x7' DOOR AS SHOWN INFILL EXISTING I i""--1 (- '"1 r - I f i + I ROOM x 3A I ( ft I I'ri �-' L - 437 OPENING TO MATCH ADJACENT FINISHES. ��- L� 41OFFICFI ; 110 ;, I OVER I _. ___ �I 20 C L �'' I � L -! L - _ r >� � I� j .I. Fes: NN- !� :-ti- --�, FLOOR PLAN" ;j I 210j ) '40 24'J ZTZ 243 �� 29. EXISTING FULL HEIGHT WALL TO REMAIN. 1 469 I I 'I N > �� ,- �� '� '� "'� L� 30. ALIGN TO EXISTING WALL AT EXISTING STAiR. n 11 ROS -I' OPEN 1 a 203 3 TO BELOW POOH R m -_- 201` TOBELOW TIT 1r-r-T .__.•_. 1 L223 [224 [_225 222 202 i I co I 712 4 s, 12 12 f \ ` I L_�J ( 1 _J I L. _I I - I 1 \ I 1 28 R00 10 RU M `jy PENA 203 11 �^,� DRAWN BY: ,,20 1 -J o► F4 10 i ` 201 CHECK _ ED BY i 'T- T _ f% I / SHEET • Ail.t ; I1 --- `- AS.1 I ( ROQM _ROOM.. hC 71.1 ROOD.! I� - A2.1 17 121-3' ,1. Nlnlhus Ave R-H. 111450 5►EOOND F=LT PLAN 1/1!i'-1'-'0" ...._.__- _-,.._._ ..-_...r 3(if ,roe rro. 204015.02 REVISED PERMIT SET _• DECEMBER.. ...w EMBER 1 200 1 1 �1l�,r 1f1, I��{;{�I � ,.nom+ - •1, .. JfHOR1507`.AR�u\4(',J.4J�100 IrR1 11/01/04 1720 IND ••, I ..' b'rq'Nr'#IMMKk'.VrfN'tlWM*t9 ,.,_i �.(�"!; 11 tll ifl. . II IiIY�il1 II'I IN11.11,i'; I.'ll�t IIIISS'tinl"IIIl,�N� `� I i I 1 I ul r: '•' LE01Q11LITY STRIP ! I 1 .. .r IO�Im�"l em � � '.'i r� 7 � 4 IU I I B 9 19 i�C1 21 22 ?_� r,i �:' 2(3 ,?E "�O lr ' { � A • 30 1IL��Mlsltl�# 'I 1 r ' a � .� if or _ Y.:, .,. ,. .. .. . .. ,r WL A will'I'M WON ill „r1177 7-7? ,' , :." ". .: P r . , :: to .. Y .- .. ",e,. •u' ,,:. ,,: .:. r `t••a�l ,, - Lary; 'V„ '. 'r ^, •{. - ,•,1„r.;; ,.. 1i. V, .y . • fi •>+..r1.....�..un- ..�:.�.._,., ..,. .. .,.., -n„_:.. .. ... ,,.. .. -,,.-._.,4_.mr,�o.ua s. -.......... �.._. _.....,-,d.-..._ •...-.. r1. T s i ti IF.. ; A6.1 f LEGEND '� m � � m 11 C:—____=] NEW UNDER GRID WALL. SEE DETAIL '/A8.1 z 0 C ` .•' 1 1�. ._1 ' f - 1~� � x i-x - y x w - , ' ELI - — - ' { T 1111L�J NEW FULL HEIGHT WALL WITH SOUND ATTENUATION. SFE DETAIL. 2/AB,, < E- 3 9 � o o •Q Y= EXISTING WALL. ADD SC+UND ATTENUATION INSULATION. E � _ VT r - -Te I _ __; I - _- ADD SOUND ATTENUATION r N � t . EXISTING WALL WITH E?'TENSION TO STRUCTURE AND i 1 1. T■ o - x- x x ■ r - ATION INSULATION. SEE DETAIL 13/A8.1 - • ?—� , ■ - ,1 - - .- __. .. ■ -----r— — t-- EXISTING WALL TO REMAIN. ; m _pq -- rt - ,a r ■ - - - x `- :,� o •_ 'i n r f TF_ - i--_-- _.»___.. ID BUILDING COMPONENT TO BE DEMOLISHED/REMOVED C o - - c ! . .r t !{1;� i ■ -Y_r - --�'� a — - - GYPSUM BOARD CEIU14G AT 9'-0" i. v co � � ro - 2'x4 SUSPENDED ACOUSTICAL TILE CEILING c d >`o �� i- ■ -`1- r r _fin o - _o _ a r o 0 0 0 0 0 0 0 0 - - - _ • , • - - - - _ )7 - - -I� _■ _ r -._ ' r _ { + I r -� _ 0=1 IN m I - NEW 2'x2' FLUOESCENT LIGHT FIXTURE * -- _ d V p - IC - - - -- - - - - - I !� NEW 1'x4' FLUORESCENT LIGHT FIXTURE c� - — . ■ MV , O i -.._�_ li:l ■ ® F- 0. ,.1:is :. r W � NEW 2'.4' FLUORESCENT • '-'-w5. ,,; <: - +. „1 _tom _ -- - LIGHT FIXTURE k _ AF r , _. r x . er,! - -- ^ -- - CENT STRIP UGH --•- - — - ;� T FJX I URE _.. - ; -- - - — 10240 84118W Nhtoie Avec _. tKG inVedMWd �. :» f-"7 FLUORESCENT LIGHT FIXTURE TO BE DEMOLISHED/RELOCATED s L-3 ■ ■ y - _ - _. .. _ r . - - ■ , _ _ ,a .- x r _ ■ - -r-- -. - -._ ._ a ._ ,. P4X11AJ1CI, �1 97229 ... .. .» OI' I . EXISTING RETURN AIR TO REMAIN - - ■ • ■ r EXISTING SUPPLY AIR TO REMAIN M r - � Lam. _ - -_ . -- „ --�--- � - - � K —_ - •• �-• ■ -- _ ` 1 1 -"- +•+�r•�'+ — - - - "1 RELOCATED RETURN AIR TO REMAIN 419 44— RELOCATED SUPPLY AIR TO REMAIN INVESTM EN'I > ...W EXISTING SPRINKLER HEAD _ —4,, fi,-f _ _ _— ■ w —'- "-'"--' �� (S) EXISTING SPEAKER LOCATION MANAGEMENT EXISTING EXIT SIGN LOCATION 3 ENLjkRGED RCP PLAN Project eSOFTWARE MAIN FLOOR TENMIT IMPROVEMEM GENERAL NOTES SCHOL_S BUSNESS A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PR1C'�e CENTER BLDG R FIRST 1 C LGGR REFLECTED CEILING PLAN 70 START OF WORK. NOTIFY ARCHITECT Y ' /ENGINEER OF AN DISCREPANCIES PRIOR TO START OF WORK. 8, PATCH AND REPAIR EXISTING WORK DAMAGED DURING CONSTRUCTION TO NEW CONDITION. x C. SEE DETAILS X/A8.1, X/A8.1 FOR SUSPENDED CEILING BRACING. D. VERIFY ALL ELECTRICAL AND MECHANICAL WITH RESPECTIVE DESIGN/BUILD SUBC014TRACTORS PPIOR f0 CONSTRUCTION. r pntml .m _41 KEYNOTESmid -- r S I. EXISTING SUSPENDED ACOUSTICAL CEILING AT 9'-0" A.F F. ru__ RE . M+- 2. EXISTING GYP. BOARD CEILING AT 8'-0" A F F 3. IW ILL SUSPENDED ACOUSTICAL CEILING TO MATCH EXISTIN3 4. EXISTING ELEVATOR. 5. NEW SUSPENDED .ACOUSTICAL CEILING AT 9'-0" A.F.F. CENTER 'cr_i 1a - �•�i. �. -- -- ON ROOM AS SHOWN. ' 6. PROVIDE .SUPPLY AIR AND EXHAUST FAN AT NEW TOILET ROOM/ 1--im ' ,_r, _'_ . __�.-• SHOWER ROOM AS REQUIRED. ° a ENLARGED RCP PLAN RECESSED INCANDESCENT CAN LIGHT FIXTURE. 8 — ' . RECESSED INCANDESCFNT CAN LIGHT FIXTURE. WET AREA RATED. MAIN FLOOR — 9• DEMOLISH CEILING, LIGHTS AND MECHANICAL AS REQUIRED FOR REVISED OFFICE LAYOUT. ENLARGED RCP PLAN P. �1 I OF GPOLIP MACKENZIE 10()4 --- -- ALL RIGHTS RES[P14D - -- — �- _ _ - I - - THESE DRAWINGS ARE THE PROPP- -- _ - - T _ ,ROUP MACKENZIE AND ARI; N r _ - -- - -- USED OR D N UAr M I • yS 1 ■ • I Y 4 I • WI KOUT PRIOR Wt•E' ,I rEN PEPM ',!0; - - — -.. • -- _ _ ' _— ■ REVISIONS- ---- _ _ ZAti RrMSIONS REVISION DELTA --- - , CLGSING DATE 3332= & I � u v4FT b -1` - - - - _ ■ - -- -__ _ r _ _ 1 X IN PROGRESS 6 ARM ----------- T _ ■ a, r - - . v » r H EET TITLF _ - --� - � - - , • -- _� I — __ - __ REFLECTED I JIL • _ , . - �- cl - - - - _ - _._ _ __ r: • — , _. • CEILING PLAN MON. k — _ • • r - •I- - ._ __ -._ • - ■ `�j-. r�' ------- , _ t _ _ - __..1 _ f r r , _•e..www_ .w w r ••..w. w w w n_w_w DRAWN 8Y. — _ _-_ _-_ _ CHECKED 8 C5 J-1 b( ` 5 4 SHEET ' � 5 SECOND .. POR DEFLECTED CEILINGPLAAN /T� , �• ENL -3"D RCP C}EM!C PN_ s ENLARGED RCP PLAN A6.1 x A6.1 %s~-1'-a" SECOND �.00R �AE�.1 =/8 -1,-0- SECOND � . _—_ SEC ONiD FLOOR Ninthus:l%r K-H. 104511 HUP2004-0522 �-- ---------_ q J08 N0. �r� �--- 2040815.02 REVISED PERMIT SET DECEMBER 13, 2004 f : ti • .:.,... S'•.k. c ':., .. ..r ;. ;-:,: .':;, .•.-, �+', fit."."':t4,. waxa�wie :aM,,.�,� ., __ _ ... ._.„, .�.. . ...:.. . § ,. A ,,.. ,; , .• .. i. ..: :rrI,I Ill.fli'i.il•i I 1 11 {•. , I {,p I f I, r,{iAGYdYllw:-:, - ..•"�^•••,Ipi '14:9:.Sw„k.W q::�p;a:r._ ,; . , s.� : _ .. ;.+ .:, + ,I f,,,, .,r1, $ ± •tfs,: . u,:. f,l , t , I I I1(t Ilii),N 11511+I t.L. II' illi IIlI 111 ll'.II .r: u ,I. , �� c i I f I '`fir$.+ �."�,,k�'{ � A,} {�, t1 Iri � a ,,5� 5,. &5:• ,y. .�, '>',��"' ..rT'Y ! I rr'JtA01h LEtA° •t , ;... ; h 1 1 J 0 B !! ® Ir0 7 I :2 I' {q ' r , t. -. ��. til x�a tn� 4�'s #x• Oa�n:,{c• �I�r 2 0 ?+ 2r 23 2n 25 <N 29 29 .:10 'Si4..P fil ,.I:Jf _ •f I t ��4} 4r 71r` � ` �.�.'y ;!'>"rl �. I - •. I r��' HON{ 301? 30 e V- rn,y'.x .:.k •C': d7sr Y .. . p..: 1 yr r. tv' •,?T ,.� rh w «.. '�.u. k,r,�1JF1 ♦ ,.'h,. 'Aid ..., ., : 1, i : ... .- a .., y .. Mimi"Ill ip 111111,11116 11,11,00101000 16,11 .. ♦ , i r Q C C 4 / , FLOOR OR ROOF- STRUCTURE "�-----EXISTING DECK � � STABILIZER BAR BETWEEN ALL MEMBERS � � �--` -'-- EXISTING PLYWOOD ROOF v o � 0 AT PERIMETER INSTALL BRACING SYSTEM DECK ` .. o EVERY 128 SQ.FT MAX. , ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8' OF SUSPENDED CEILING -- - EXISTING S+JBPURLIN v • �> -- \ OF PERIMETER w - BLOCKING AS REUUiRED �- -- 1 ---t--- LATERAL BRACING WITH APPROVED VERTICAL STRUT o --- - / -- BRACING PER 38/AB. - AT 12'-0' OC. EA. WAY. SEE DETAIL 2/A8.3 I 'I-COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB r c - ----DOUBLE TRACK DEFLECTION SUSPENDED CEILING a HEAL) W/ 1/2" DEFLECTION �. J-WOULD �� I ; m �---•- TOP TRACK. DO NOT ATTACH ` -�— c c TO CEIUNG GRID `,t � 1 ----- EXISTING TRUSS PURUN o °n 0 -- —350S125--33 STUDS O 2'•-0" OC / \��J I OR TRUSS GIRDER G a' :$ 5/8" GYP BD,-- . 0 G >0 TYP EA SIDE �.., A - • W SOUND ATTENUATION - _ r a BATT INSULATION ��_ GYP BO EACH SIDE - C a ,-.�� ---350S125-30 METAL STUDS L-_ - \ C u1 C F N BASE AS OCCURS I �r AT 2'--0" O.C. (5005125-30 AT GRID A.3) --- - - - 5/8' GYP BD - ----BOTTOM TRACK TO FiNISH SEE REFIECT�D-_C�_PLANS --- BOTTOM TRACK TO FINISH CROSS RUNNERS FIT BETWEEN -- 010 SHEET METAL � - 12 GA. WIRE SUPPORT, a o EA SIDE ` FLOOR WITH POb►W, DRIVEN FLOOR WITH POWDER' DRIVEN 8` MAX. MAIN RUNNERS SCREWS AT 12' O.C. EACH WAY INSTALL TAUT ANCHORS AT 4'-G O.C. I -- -- ANCHORS AT 4'-0" O.C. FOR ENTIRE LENGTH METAL STUDS- --CONT AIN RUNNERS AT 4'-0" O.C. --- CONT ACOUSTIC SEALANT _ `- a CONT ACOUSTIC SEALANT SUPPORT WITH 12 WIRE AT 4'-0" r' SAT CLG ? " 1 -1/2' 20 GA. :� �--�• �r BELOW TRACK, TYPICAL 6'-0- MAX. O.C. OR WITH /f0 WIRE AT 5'-0" K� hvesBneM EACH SIDE AGAINST TRACK --- ° O.C. EA WAY /� METAL STUD 1 ATTACH VERTICAL BRACE 10 FIRE SAFING SEALANT, TYP �� \ y ~ 10240 SW NhtKm Ave CONCRETE SLAB LATERAL BRACING AT 12'-0" O.C. BRACING 7-BAR GRID W,/(2) /10 "o L 3 W SIDE OF TRACK O RATED I 1 - EA. WAY MAIN RUNNER TO STRUCTURE (CONTINOUS) / METAL SCREWS P�1U1d Gregor, 97M ` l WALLS - BEGIN BRACING WITHIN 6'-0" OF 1 PERIMETER AND 2' FROM CROSS 2 MA SUSPENDED CEILING CUT TAPER OFF GYP.Bn CONCRETE SLAB FIN FLOOR-- ` MEMBER. I ``� SECURE ALL HANGERS TO BLDG J 1 AT WALLS WHICH RELIEVE STRUCTURE. TRAPEZE DUCT WORK � -�-'�-i"'"'�'�" .. '...,.... . . .'. . .... '...........'..'.,.. . " FLAT BASE -___--- -- AND OTHER LARGE OBSTRUCTIONS. KG NLN-BEARING WALL AT FLOOR _ Q 2 FULL- HEIGHT WALL � ~ 4 BENDED CEILING BRACING , 3 WALL TO SUSPENDED CEILING _ _ _ N s SU_SPEN_DED_CEILIiVG BRACING A$. 1 3"=t'-0' o A8,j • OFFICE PARTITION3"�1'-0" A$ 1 3" +� i'-0" A8.1 NOTE. ALLAPPROVEDNN TYPOS DEVICES AND HAVE TO OF AB1uTY i'-0" 1'-0" �' A8.1 BRACE LENGTHS TO 25'-0' ,- -_- --- 1 1/2' 1'-0" _ AIN A�LIC-ABLE`---- - ---- -EXTEND TO 6" ABOVE SUSPENDED CEILING I N V>~S I M f '� f ---6" X 22 GA. METAL STUDS + r-� MANAG E M f N I TOP TRACK - SEE TYPICAL j AT 1'-4" O.C- WITH PARTITION WALL DETAIL R-19 BATT INSULATION FOR LATERAL BRACING - % o c) - - /---5/8" P. BOARD) FASTEN ? TO s nS wfTH TYPE 'S' SCREWS A T 8" C.C. A T ' ' PANEL EDGES AND 12" 0 C. g _4"A 3505125-30 METAL AT INTERIOR SUPPORTS * 'Ic---- Project STUDS AS REQUIRED BLOCKING i -- FLUORESCENT LIGHT FiXTURE DISABLED SEMI-RECESSED SEAT COVER DISPENSED DISASLED c' TWARE. VERIFY OORDINATE WiTH ELECTRICAL A B C 1--5/8" WATER RESISTANT �i TOWEL DISPENSER SEAT COVER DISPENSE? TENANT IMPRO'� -= ,i{ " GYP, BOARD GYPSUM BOARD AT _ �,-0„ WA TE RECEPTACLE TOILET ROOM SiDE - ,EE SCHED 3'-0" 1'-0' 3'-6' GYP BD PARTITION SEE PLAN SCiOLL_S BUSINE: ., L 5/8` GYP. RD., EXTEND 6" D -� C.ENMR BLDG R • ABOVE SUSPENDED EIL.NG Q Q W' -s�A• GYP. BOARD TYP �i� , VERIFY WITrI LINE OF SILL AS OCCURS 1 1OI f WHERE OCCURS ELECTRICAL 11 ATT INSULA A n '1 0 0p DRAWINGS - SILL BEYOND ( B INSUL ON T ",.� -- ALUMINUM TRIM PIECE ALL PERIMETER TOILET I ----} - WITH 1 112" RETURNS ROOM WALLS. (R-13 AT CRAB BARS' GRAB BARS ELEV. TO `WITCHES FINISH 1'0 MATCH WINDOW FRAMES �--- --. TOILET ROOM WAREHOUSE WALL) niunctui itunniYurnunAi -- __. A �AT BACK WALL E AT ;IDE WALL F AND OU JTS (BRONZE ANODIZED) - --S 1/2" 25 GA. METAL STUDS I -3 1/2' 25 GA. METAL M AT 1 -4" O C. STUDS AT 1'-4' 0.C. ACOUSTIC SEALANT 0 ~ OT TOM TRACK TO SLAB WITH 2'- y POWDER DRIVEN ANCHORS CORNER BEATS, 7YF' c p RELOCATE EXISTING AT 4'-0" O.C., PROVIDE CONTINUOUS ACOUS, SEALANT 8E.L0* TRACK, 1YP `x___1/2' X 1/2" PARACUBE LENS 'n NEOPRENE SEAL RELITE AND FRAME 1OI N;� 1 ,----a" BASE AS OCCURS CHROME FM:SH W 111 �,/ _EXISTING CONCRETE SLAP DISABLEC ELE-V AT TYP. a`' I - (D WATER LOSE1 _ H CnUNTERTOP - STOREFRONTSYSGLAZING ------ -- -^ �! -_- ---MiRROR. EXTEND FLUSH TO 'k- UNDER SIDE OF LENS s RELITE JA�VIE3 - ,` . a TYPICAL TOILET ROOM WALL _ -_ _ _-._ __ " . - � 9 ' TOILET ROOM ACC AND FIXTURES_ - _- - _--_ _-- -- I ---- - $ TOILET ROOMOFEIT z 1 o WALL AT EXTERIOR MULLION I ; 0 O3' i U o Ag 1 1/2 �1 0 L A$,1 MOUNTING HEIGHTS AN6 DIMENSIONS 1/4' 1'-0" A$.1 3" 1'-0" �+ EXISTING GUARDRAIL _-� -� PLASTIC LAMINATE - i-EXISTING ROOF 1S FACED UPPER CABINETS TOPPING SLAB TO STRUCTURE B._t0. MTH AD/LISTABLE -MATCH EXISTING _ SHELVING AND WHiTE S CABINET'S E0, SPA(:' MELAMINE INTERIORS - --- 'O PLYWOOD DECK TO MATCH + ' -� i7 -- EXISTIN^ - ` i UNDER CABINET-\ 15 - LIGHTING BASE TO MATCH EXISTING 3505125-33 STUDS A8.1 r --- -•� C �! �.. 2" FASCIA LIGHT 5/8" GYP BD, '� AT 2'-0" OC 1 1 - VALENCE ' GYP BD PARTITION SEE PIAN NEW TJI JOiST, TYP EA SIDE , COVED INSIDE CORNER 2'-1 ---- � MII "wrSEE STRUCT \ T A i; ALT ACOUSTICAL --LINE OF SILL AS Cr.CURS /--- NEW GLU-LAM BEAM SOUND ATTENUATION -�, -- T } � �, PLASTIC LAMINATE c __ __ - SEALANT • � INSULATION _ SEE STRUCT r' C I I \ I AND BACKSPLASHFACED OP 17 m p • 9 --ALUMINUM TRiM PiECE +* WITH 1 f/2" RETURNS EXISTING 2X4 PARTITION PLASTIC LAMINATE - C4 1 FINISH TO MA iCH WINDOW FRAMES ----- '� FACED LOWER CABINS FS N (BRONZE ANODIZED) " BRACING AS OCCURS AND DRAWERS WITH_ 16GA x 4"x4"x4"- --_--2X4 BRACE AT 4'-0" OC 1 1 � PULL OUT SHELVING _/ — i i GROUP MACKENZIF. -ALUMINUM 'FkSE MULIJON' MAX / ANGLE EDGE TRIM P-LAM AND WHITE MELAMINE ALL RIGHTS RESELJ TO MATCH EXISTING STOREFRONT LIGHT GUAGE CLIP ;_✓ EO, ECL. FILLER INTERIORS (BRONZE ANODIZED) ` /� THESE DRAWINGS ARE SNE PRGI'i W/ (4) /12 WU SCREWS 1 /' GROUP MACKENZIE AND ARE NO' EACH FACE SUSPENDED ACOUSTICAL - 1'-4" 3'-0` 2'-6" USED CR REPRODUCED IN AN', VA',' 1 -� EXISTING TOP PLATE--- \, 2•_2•f -- ---,� KICKSPACE•-/ WiTWOUT PRIOR WRITTEN PERM;' --NEOPRENE SEAL I -y CEILING VERIFY CLEAR CONT'iNUOUS 2X - - - -- __-__ SOUND ATTENUATION-- , �"` \� 4" BASE, TYPICAL- INSULA YPICAL REV1S10NS; -- -' // }�•• (NSULATiON -BREAK GRiD AS CLEAR SPACE UNDER SINK, STOREFRONT GLAZING .l`!'s ---FINISH '10 ALIGN TO NO KICK AT BASE W/ 180' �� RtvrslaNs REVISION DELTA REQUIRED HiNGES AT CABINET DOORS 5_ TMS CLO%tNG UATt SYSTEM ��j SOFFIT BEYOND � � iSHEET - -I-y-�- CA DEMO WALL. BELOW a - --EXISTING 2x4 WALJ_ � 1 X fi i PROGRESS WALL AT EXTERIOR MULLION _ x 4, � 13 OFFICE WALL EXTENSION " " z .aOFFIT " ------__ �___----_---- - -------------__-_- .,__., W 1 a CABINET ELEVATIONS 15 CABINET ELEVATIONS ' A$.1 1 �1 —o A$.1 ; =1 —0 A$.1 3/8 1'-n" a A8.1 / _ 1S J 3 B A8.1 �- EXIST CABINET SECT1AUGN TO FACE OF COLUMN _ I ROOM FINISH SCHEDULE __ _ DOOR _SCHEDULE _ SHEET TiTLE: I FiL'OR BASE N. WAIL. E. WALL S. WALL W WALL CEILING __ NOMINAL SiZE FRAME DOOR GLAZING LJG I ALS ROOM ROOM NAME MATERIAL MATERIAL_ MATERIAL_ MATERIAL MATERIAL MATERIAL MATERIAL CEILING REMARKS ROU. MARK WIDTH HF_IGHT THiCK. MAT'L FINISH MAT'L FINISH TYPE MAT'L FINISH SIZE REMARKS MARK � N0. HEIGHT N0. ! FINISH FIN[SFi FINISH FINISH -FINISH FiN1SH FINISH 123 3'_0~ 7 -_0" 1 3 4 HMK F - W SC S - NONE - - EGRESS LOCK, CLOSER, WS 123 138A HALL CPT 4" R Gt? _ GB Gra C+E� SAT 9'-O" 138A 1J4 3'-0" 7'-0" 1-3 4 HMK P W SC $ - - NONE - - 15 SEC. DELAYAPANIC, CLOSER, WS 134 1386 HALL CPT 4" R GS GB GB GB ;AT 9'-0" 1388 1380 3'--0" 7'-p` 1-3 4 HMK P- W SC S - NONE - - t ;�`?L9SER �MrS. 138C o , -138C HALL CPT 4" R G(3 GB/P GB GB -SAi 9'•-0" i38C 139 4'-0" 7'-0' 1--3 4 HMK P W SC S - NONE. _ - EGRESS LOCK, CLOSER, W5 1 139 163 ELECTRiCAL CPT }'R GB ' �C-P/ GB GB SAT- 0'-0" 163 1`�7 3'-0" 7'--0' 1-314" HMk P_ W C S - NON_E - = �_�E' S-�M�E3C6� -VbS� ' 157 201 OFFICE CPT -4"W GO G8 GB c;B - SAT 9'--0" ____-_____ 201 163 3'--0" __L_0' 1-314- _HMK P_ W SC S - NONE - - LOCK SET 163 _ - _ _ - - _ - 202 OFFICE CPT 4"W GB/'E' Ls8 GBP GB ,AT 9'-0' 202 2U1 3'-0" 7'-0" 1-3 4 HMK P W SC S NONE LOCK SET 201 rl 0 1 � ( I -i 1 , 203 OFFICE CPT 4'W GO" GB - GE1 P -1P SAT -9'-0" _ 203 202 3'-0' 7'--0" 1-3 4 HMK P W SC -S - NONE - LOCK SET _ _ 201 j 203A COFFEE BAR CPT _ 4"R Gf� G8 GB 7F' G(3 -SAT 9'-0" 203A 203 3'-0" 7'.-0"- 1-314' HMK F W SC S - NONE - - LOCK SE f 203 20,38 TOILET SV 6"R NIRGB P WRGB WRGB WRGB GB 8'-0" 2038 203A 3'-0" 7'--0' 1-3 4 W S W NC S - NONE - - POCKET DOOR, WIRE PULLS 203A 203C CLOSET SV &'R� Wf?GB WrT(�8 WRGB WRG1H GB 8'-0' 203C 203AA 5'-d" 7' -0" 1-3 4 W S W IC S NONE - - BI-FOLD DOOR 203AA 205- COPY' AX - 4'R GB GB GB GB SAT 9'-0` 205 1 `% i" xtfGlt �"� 2038 LAZY SUSAN' I P-LAM P--LAM 2030 2' 4" ?'-0' 1-3 4 H.K P YI SC S - NUNS - - LATCH SET 2030 LAZY SUSAN--� I FILLER FILLER 240 OFFICE ____ CPT 4'R GB - GP GB G6 SAT 9'-0` 240 - _ ,� ' - '' DRAWN BY: 1'-•0` 241 OFTICE GPT 4"R GB GB GB GB -SAT 9'-0" 241 240 3 --0" ?'_0 1-3 HMK P SC S - No - = LOCK SET _-i 240 1 \ Olt_1 /� 242 OFFICE CPT_ 4`R GS GB �;B GB SAT 9'-0" ?.42 241 3_-C1" I!_0" 1-3 4 HMk _ F W SC S _ -- NONE - _� LOCK SET 241 / -- 2'-8" J-0" S-4't 3" �! --- ---- .- 243 Of}7GE GPT 4'R G8 GB G13 GB SAT 9'-0" 243 242 3'-a" 7'-0" 1-3 4 _ HMI, P W aC S �� NONE - LOCK SE7 _ 242 1 CHECKED 8Y CLEAR VERIFY 151' CABIF�T SECTION ._��^_� 1�.�. .��._•�_/�. •. ,� �� _ .�:.,_.� _�•��..��._ �,f._ �__^_.�_.--- -1 -� 2�.3 3'-0" 7'-0" 1�3 4 HMk P W SC S __� NOi�E _ - LOCK SET 243 SHEET-_-_-_-_- " CLEAR SPACE UNOE'R SiNK, NOTE: EXISTING FINISHES NOT SCHEDULED TO REMAIN AS EXISTS. PROVIDE TOUCH UP THROUGHOUT WHERE REQUIRED. HMK HOLLOW METAL KNOCKDOWN Fr FACTORY FINISH AL ALUMINUM S STAINED W WOOD A - - (�A ----•------------ NC KICK AT BASF. W/ IDX)' SF STOREFRONT P PAINTED 5C SOfL,D CC-RE HC HOLLOW CORE HINGES AT CABINET DOOR. P PAINT R RUBBER G8 GYPSUM BOARD T.M.E, 10 MATCH EXISTING CEILING HEIGHT A8.1 ; SAT SUSPENDED ACOUSTICAL TiLE WR WATER RESISTANT W Wool) I. VERIFY ALL HARDWARE LLKK AND SECURITY' REOUIRF,MENTS WITH TENANT PRIOR TO START OF CONSTRUCTION. Nimbus Ave K-11, I(/45U $ t `./ABINL l El".& 'VA�.__ A 2 ALL EXISTING AND PROPOSED HARDWARE iS LEVER--TYPE AND OPERATES FREELY iN THE PATH OF EGRESS I31.!F°2(X14(X)522 -^ -. 3. PRIVACY LOCKING DOORS TO INCLUDE OCCUPIED INDICATOR 0 4, EXI3TiNG i:OORS AND HARDWARE TO REMAIN .AS EXISTS. 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'1' ry a �1 e ! , rF Q rs a P _ _ r AB GENERAL STRUCTURAL NOTES BREVIAT10NS aj DES _LGN CRITERIA CONCRETE STRUCTURAL STEEL� - STRUCTURAL OBSERVATION AS ANCHOR BOLT ADG'L ADDITIONAL �r I. GOVERNING BUILDING CODE: 1997 UNIF RM BUILDING CODE, WITH 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. 1. ALL W-'SECTION SHAPES SHALL CONFORM TO ASTM A992. OTHER NOTIFY ENGINEER Of RECORD AT LEAST 48 HOURS BEFORE A DESIGNATED WORK AFF ABOVE FINISH FLOOR F te AMENDMENTS. 2 AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO IS TO BE COVEP,ED. ALT ALTERNATE 2. GRAVITY LIVE LOADS: AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. ASTM A36. _ APPROX APPROXIMATE 'f TYPICAL FLOOR . . . . . 26 PSF PLUS 20 PSF PARTITION LOAD PORTLAND CEMENT SHAD. BE TYPE l OR TYPE 11 AND SHALL CONFORM TO 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR ' (�_ - -- it - ARCH'L/ARCH ARCHITECTURAL a Q ASTM C150. MINIMUM COARSE AGGREGA fE SIZE IS 112 INCH. GRADE B OR ASTM A501 WILL TEST REPORTS FOR STEEL PIPE SMALL BE ITEM DESCRIPTIONAT °1 c a 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER SUBMITTED FOR APPROVAL - --- "- - -- B/ BC'TfOM OF GENERAL SEALING THE MIX DESIGN. ADMBLD/BLDG 6l'iLUING d ADMIXTURES USED TO INCREASE THE WORKABILITY 3 STRUCTURAL STEEL. TUBING SHALL CONFORM TO ASTM A500, GRADE B 1 FOUNDATION - REINFORCING STEEL m c r - - OF THE CONCRETE SHALL NU)' BE CONSIDERED 70 REDUCE THE SPECIFIED (FY = 46 KSI). �--------- CIO - - -- -- BLK/BlJ(G BLOCK/BLOCKING � � � °tl 1. THE PROJECT 5PECIFICATION5 ARE NOT SUPERSEDED !iY 7HE STRUCTURAL MINIMUM CEMENT CONTENT CALCIUM CHLORIDE SHALL NOT BE USED 4. ANCHOR BOLTS SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE. BM BEAM W :• c NOTES CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL. BE AS FOLLOWS: 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM UOTT BOTTOM c ;n �c EACH SECTION. NOTES ANL) DETAILS IN THE DRAWINGS SHALL LAKE FOOTINGS AND SLAB ON GRADE . . . 3060 PSI TO THE AISC 'SPECIFICATION FOR STRUCTURAL STEEL. BUILDINGS - --- -- BRG BEARING 44 b 6- IN G ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN,' 1989 EDITION, WITH C 01 c, PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 5. MAXIMUM WEIGHT OF LIGHT-WEIGHT CONCRETE SHALL BE 115 PCF. CJ CONTROL JOINT W 0 o cie - c 5 2. THE CONTRACTOR SHALL VEIt1FY ALL DIMENSIONS BEFORE CONSTRUCTION. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO AMENDMENTS, AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL --- -- - CENTER LINE -y c THE ARCH!TECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR AC! 304R- 85 AIVD PROJECT SPECIFICA710NS. ALL CONCRETE SURFACES BUILDINGS AND BRIDGES," 1986 EDITION WITH AMENDMENTS. CLR CLEAR rvry cy INCONSISTENCIES. AGAINST WHICH CONCRETE 1S TO BE PLACED SHALL BE THOROUGHLY 6. OPEN WEB STEEL JOISTS AND JOIST GIRDERS WITH THEIR BRIDGING, BRACING, CMU CONCRETE MASONRY UNIT 3. JO t4OT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHI7ECTURAL 6- CLEANED- I AITANCE AND STANDING WATER SHALL BE REMOVED. END SUPPORT AND ANCHORAGE, AND ERECTION STABILITY AND HANDLING - -- - - -- COL COLUMN _- - DRAWINGS ALL REINFORCING BARS, WELDED WIRE FABRIC, ANCHOR BOLTS, EMBEDDED REQUIREMENTS SHALL CONFORM TO THE APPLICABLE STEEL JOIST INSTITUTE CONC CONCRETE trO 4 ALL WORK CONFORM TO THE MINIMUM STANDARDS OF THE 1957 PLATES AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN STANDARD SPECIFIC/. 'IONS FOR STEEL JOISTS AND JOIST GIRDERS, LATEST KCl h1Nw'rierlt ;. UNIFORM BUILDING "ODE CONN CONNECTION 10241 ve PIrTlblls Ave EDITION. TOP ,I,.�RDS OF JOISTS AND JOIST GIRDERS SHALL CONSIST OF _ �A L-3 WI TH AMENDMENTS POSITION PRIOR TO PLACING CONCRETE. PROVIDE STANDARD BAR CHAIRS =-_- - .-J CONST JT CONSTRUCTION JOINT 5 SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED ANGLES OR Tf cS. CONT CONTINUOUS p prem ?2,, A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. 'PULLING-UP' WELDED WIRE FABRIC WITH HOOKS DUR!NG CONCRETE / SUBMIT STRUCTURAL DESIGN DRAWINGS AND CALCULATIONS (BOTH BEARING CORD CXADINATE B- SIZE AND LOCA TION CF ALL INTERIOR AND EXTERIOR NONBEARING 7. PLACEMENT IS NOT PERMITTED. THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CT,'e/CNTR CENTER PARTITIONS. CONCRETE COVER PROTECTION FUR, rcE,NFORCEAtENI BARS S .THE PROJECT) FOR THE DESIGN OF THE STEEL JOISTS AND JOIST GIRDERSSHALL BE AS d PENNY (NAILS) C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, FOLLOWS: APPROVED DESIGN DRAWINGS AND CALCULATIONS ARE TO BE SUBMITTED ---- (SEE A.C.I. 318--95 SECTION � FOR CONDITIONS NOT NOTED.) JBL DOUBLE DEPRESSED AREAS. CHANGES IN LEVEL, CHAMFERS, GROOVES, A. CONCRETE CAST AGAINST AND PE=RMANENTLY EXPOSED TO EARTH 3" TO JURISDICTION FOR REVIEW AND PERMITTING. CONTRACTOR 70 STRUCTURAL DEFERRED SUBMITTALS DBA DEFORMED BAR ANCHOR INSERTS, ETC, B CONCRETE EXPOSED TO EARTH OR WEATHER. COORDINATE ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER DET/DTL DETAIL D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS BARS 06 AND LARGER' . '. 2" LOADS WITH EHE JOIST DESIGNER. CONTRACTOR 70 SUBMIT DRAWINGS AND CALCULATIONS BEARING THE SEAL OF DF DOUGLAS FIR KG SHOWN. BARS 05 AND SMALLER. . . . . . . . . 1 1/2' S. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT TO DIA/0 DIAME-ER FLOORG. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT Wi1H GROUND. 01.1 LATEST EDITION. ELECTRODES FOR SHOP AND FIELD WELDS SHALL ARCH TECTURE/ENGINEER BEFORE SUBMITTING TO JURISDICTION FOR REVIEW DIAPH DIAPHRAGM I ;� V F. S 1 M k N i E STAIR AND ROOF FINISHES I CONFORM TO AWS A5.1 OR AWS A5.5, CLASS E70XX SUBMIT AND PERMITTING DIM DIMENSION F STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. SLABS, WALLS, JOISTS - /Ill BARS AND SMALL.F:R. . 3/4" 1 G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 8 BEAMS, COLUMNS -- TIES, STIRRUPS, SPIRALS . . . OL DEAD LOAD 'W A N Al_i E 141 ! �. 1 1/2' SPECIFICATIONS OF PROPOSED SUBSTITUTE FILLER METAL FOR APPROVAL. 6 SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 AND SHALL 9• SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE DWG DRAWING - -- - FOLI.OWING CONFORM TO ASTM A615 AND A706 FOR WELD TYPE REINFORCING STEEL. CONTRACT DOCUMENTS (S PRO41BITED WITHOUT THE PRIOR APPROVAL OF ITEM E/ EDGE OF A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, REINFORCING BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND - - - --- EA EACH ETC., EXCEPT AS SHOWN OR NOTED. CUT UNLESS INDICATED CMV THE CONTRACT DOCUMENTS OR APPROVED BY CONNECTION TO BE MADE 1 WOOD FLOOR JOISTS EF EACH FACE B ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. 9. THE STRUCTURAL ENGINEER 10 HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE_ - -- EIFS EXTERIOR INSULATION C CONCRETE INSERTS FOR FIXTURES. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. FINISH ,fSTEM Propct D SIZE: AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD ANCHORS SHALL BE AUTOMATICALLY END KL.DED WITH SUITABLE STUD --- ELEV ELEVATION oSOMWARE BOLTS FOR MOTOR MOONTS U1.4, LATEST EDITION. E70XX ELECTRODES SHALL BE USED IN"WELDING WELDING EQUIPMENT IN THE. SHOP OR IN THE FIELD WELDING SHALL BE ELECT ELECTRICAL TENANT 1mpw)VFm1 1 7 METHODS, PROCEDURES, AND SEQUENCES OF" CONSTRUCTION ARE THE 10 A706 REINFORCING BARS TO A36 STRUCTURAL STEEL. IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD ENGR ENGINEER RESPONSIBILITY OF THE CONTRACTOR, THE CONTRACTOR SHALL TAKE DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL. WELDING COMPANY EO EQUAL _8 BUSINE& ALL. NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL„ 1; DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS EW EACH WAY CENTER BLDG R OF THE STRUCTURE A7 ALL STAGES OF CONSTRUCTION. 11. AC! COMMITTEE 315, 1988. (OR APPROVED EQUAL), AND SHALL BE MADE FROM LOW CARBON STEEL EXIST EXISTING 8. THE CONTRACT STRUCTURAL DRAWING'S AND SPECIFICATIONS REPRESENT GROUT SHALL BE NONSHRINKABLE GROUT CONFORMING TO ASTM C1707 CONFORMING TO ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END- ) EXP JT/EJ EXPANSION JOINT THE FINISHED STRUCTURE, THEY 00 NOT INDICATE THE METHOD OF AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD, EXT EXTERIOR CONSTRUCTION, THE: CONTRACTOR SHALL PROVIDE ALL MEASURES 12. 5000 PSI. PRE GROUTING OF BASE PLATES WILL NOT BE PERMITTED. WELDING SHALL BE 1N ACCORDANCE WITH THE RECOMMENDATIONS OF THE F/ FACE -X NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING FORMS FOR CONCRETE SHALL 6E LAID OUT AND CONSTRUCTED TO PROVIDE NELSON STUD WELDING COMPANY. FB FLAT BAR CONSTRUCTION, SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, 13. FOR THE REQUIRED CAMBERS/SL.OPES. 12. WELD FILLER METAL SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS FIN FINISHED BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB OF AT LEAST 20 FT-LB AT 70' F., FOR ALL SMRF AND EBF FRAMES. FLR FLOOR BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE_ THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, 13. THE METAL OF THE BEAMS AND COLUMNS FOR ALL SMRF AND EBF FRAMES SPECIAL INSPECTION FND FOUNDATION ITEMS. UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS SHALL HAVE A CHARPY V--NOTCH TOUGHNESS OF AT LAST 20 FT-LB AT FS FAR SIDE 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE 70' F FOR ALL SMRF AND EBF FRAMES. 1N ACCORDANCE WITH UBC CHAPTER 17, '''E FOLLOWING TYPES OF WORK REQUIRE FT FEET/FOOT UNLESS SPECIFICALLY DETAILED OR APPROVED BY i•HE STRUCTURAL 14 PROVIDED. 14. SUBMIT A WELDING PROCEDURE IN ACCORDANCE WITH AWS DIA 1996 SPECIAL INSPECTION AND STRUCTURAL OBSERVATION UNDER THE DIRECTION OF FTG FOOTING ENGINEER. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE EDITION AND MANUFACTURER'S RECOMMENDATIONS FOR ALL SMRF WELDS THE ENGINEER OF RECORD. SEE THE SPECIFICATIONS AND DRAWINGS FOR GA GAUGE 10 CONSTRUCTION LOAD (MATERIAL_ AND EQUIPMENT) SHALL NOT EXCEED THE BEFORE PLACING. CORING THROUGH CONCREIE IS NOT PERMITTED EXCEPT TO TI-E ENGINEER FOR REVIEW ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTINC. GALV GAL VANIZED DESIGN LIVE- LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ WHERE SHOWN. NO-IFY THE STRUCTURAL ENGINEER IN ADVANCE OF _ GLE GLU LAM BEAM OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH 15, CONDITIONS NOT SHOWN ON THE DRAWINGS. - -_7 HDR HEADER 11, WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL CURING COMPOUNDS USED ON CONCRETE THAT 1S TO RECEIVE A RESILIENT STRUCTURAL WOOD ITEM PER CHAPTER 17 DESCRIPTION TYPE HOR17/HOR HORIZONTAL IN EST'MATING AND CONSTRUCTION TO EVERY LIXE CONDITION WHETHER 16 TILE FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. - - HSB HIGH STRENGTH BOLT OR NOT THE REFERENCE 1S MADE IN EVERY INSTANCE. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS-ON-GRADE' AS 1. THE QUALITY OF AI_L WOOD MEABERS AND THEIR FASTENINGS SHAD_ 1 CONCRETE - STRUCTURAL CONCRETE CONTINUOUS MVAC HEATING, VENTILITION AND SHOWN IN TYPICAL DETAILS SO AS TO DIVIDE SLABS INTO APPROXIMATELY CONFORM TO CHAPTER 23 OF T iE UBC -- - - AIR CONDITIONING RECTANGULAR AREAS NOT OVER 225 SQUARE FEET WITH A RATIO OF LONG 2 ALL FRAMING MEMBERS AND PL (WOOD SHALL CONFORM TO THE FOLLOWING 2 BOLTS INSTALLED - WEDGE ANCHOR INSTALLATION PERIODIC"' HW: HEADED WELD STUD FOUNDATION TO SHORT SIDES NOT OVER 1.5 AND SPACING NOT EXCEEDING 15'-0" ON SPECIFIED TABLES, UNLESS PiTED OTHERWISE: 1N CONCRETE WHERE INDICATED ON DRAWINGS 10 INSIDE DIMENSION CENTER FRAMING MEMBERS . . . . DOUGLAS FIR--LARCH (NORTH) PORTION OF - ALL EPDXY ANCHORS IF INSIDE FACE 1 FOUNDATIONS HAVE BEEN DESIGNED USING THE CONVENTIONAL Ft,AMING TABLE 23-III-V-1 (UBC) -- - --- - INT INTERIOR > PLYWOOD TABLE 23-I11-A ('UBC) 3 REINFORCING - REINFORCING STEEL F '-ACEMENT PERIODIC I JST JOIST PROVISIONS AND 15 O BEAR ALLOWABLE SOIL BEARING PRESSURE. 3. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE FABRICATED WITH STEEL IN FOUNDATION AND TILT WALL L ANGLE 2 CONTRACTOR ARF TO BEAR O NATIVE TERINGUNDISOF EX SOIL. EXTERIOR GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR PANELS LB LAG BOLT 3. CONTRACTOR WILL PROVIDE FOR DE--WATERING OF EXCAVATIONS FROM CONSTRUCTION AND INDUSTRIAL PLYWOOD. LL LIVE LOAD EITHER SUFcrAl-E, GROUND OR SEEPAGE WATER. -- i- -'-� - 4 ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW 4. ALL FRAMING MEMBERS AND PLYWOOD SHALL BE GRADE MARKEV 4 WELDING - ALL FIELD WELDING PER CHAPTER U.V LONG LEG VERTICAL CONSTRUCTION SHALL BE REMOVED 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES. - ALL SHOP WELDING 17, UBC LONGIT LONGITUDINAL. 5. CONTRACTOR SHAIL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, STUDS . . . . . . . . . . OF-L, STUD OR BETTER ---- -- - - INSTALLATION MAS Mi.SONRY SHEATHING AND SI+ORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS PANELIZED ROOF SUBPURLINS . . . . . . . . . . . OF-L. /2 OR BETTER 5. HIGH-STRENGTH - STRUCTURAL STEEL BOLTED PERIODIC MAIL MATERIAL CTU PLATES . . . . , . . , . . . . . . . . . . DF--L, #2 OR BETTER BOLTS CONNECTIONS PER UBC MAX MAXIMUM a'�.= -! 4 6. 1997 UBC TABLE 23-1,-8-1, NAIUNG SCHEDULE, SHALL GOVERN UNLESS CHAPTER 22, DIVISION (V MB MACHINE BOLT MORE RESTRICTIVE NAIIJNG IS INDICATED ON THE PLANS OR DETAILS. - - - - MECH MECHANICAL 7 SILL PLATES, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY SHALL 6. PLYWOOD - ALL NAILING AVD STRAPPING PERIODIC MFR MANUFACTIMER �_�'". 71 BE PRESSURE TREATED DIAPHRAGM OF PLYWOOD D APHRAGMS MIN MINIMUM 8 BOLT HOLES IN WOOL) SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT, - - - MISC MISCEU.ANEOUS DEPENDING ON BOLT SIZE. 7 WOOD FRAMING - ALL SUB-PVRLIN HANGERS PERIODIC NIC NOT IN CONTRAST ` 9, BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND Ax NO/N NUMBER DIA FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. - -- NOM NOMINAL 10. BOLTS USED IN WOOD SHALL EE A307. NS NEAR SIDE rxPltTf� -r, CIO 11. PRE--DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING NTE NOT TO EXCEED 12. EACH GLU-LAMINATFV MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NTS NOT 70 SCALE qg) GROUP MACKENLIE 2004 NUMBER ZINE` SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION OC ON CENTER ALL RIGHTS RESERVED CERTIFYING THAT THE MEMBERS MEET THE 1997 UBC REOUIREMENTS. SUC?i 00 OUTSIDE DIAMETER THESE DRAWINGS ARE THE PROPEF a GRCA)P MACKENZIF, AND ARE NOT ' CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF THE A PA. OF/OSF OUTSIDE FACE USED OR REPRODUCED IN ANY MA.",!' 13 GLU-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F-V4 (DF-L) OH OPPOSITE HAND tM1TNOUT PRIOR WRITTEN PERMI`,`d'• INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON OPNG OPENING REVISIONS: PLAN. P,i PANEL JOINT 14. ALL SUSPENDED LOADS FROM SUBPURLINS ARE PROHIBITED WITHOUT PRIOR Q PLATE REVISION DELTA APPROVAL FROM ENGINEER. PLB PARALLAM BEAM 01n CLOSING DAT[ 15 ALL HANGERS, POST CAPS AND BASES ARE BY SIMPSON OR APPROVED NLYWD/PLY PLYWOOD EQUIVALENT. PROVIDE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR PNL PANEL BEAMS, JOISTS, POST BASES AND CAPS FOR COLUMNS UNLESS NOTED PS POUR STRIP ON PLANS AND DETAILS. PSF POUNDS PER SHARE FOOT -+ _ 16. WHERE DIAPHRAGM AND SHEARWALL SHEATHING NAILING IS LESS THAN 3" PSI POUNDS PER SQUARE INCHON CENTER USE 3w FRAMING AND STAGGER NAILING PER SHEET S1.1 UON. PT PRESSURE TREATED --- --« - REF REFERENCE _ REINF REINFORCING REQ/RFQ'D PEOUIRED REV a REVISION -`- SCH/SCHED SCHEDULE SHEET TITLF SHTG SHEATHING SIM SIMILAR SLV SHORT LEG VERTICAL GENERAL SMS SHEET METAL SCREW STRUCTURAL . 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