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9000 SW DURHAM ROAD-22 owner T 'i ard H 'igh School9 0 Add 'it'ion Re odel Phase I Tigard-Tualatin SD 23:i 6960 SW Sanaburg St. I igLrd,OR 97223 Durham t: (503)4314000 f (50 3)4314047 9000SWRd7224 R 9 project manager Cornerstone Management 5410 SW MacAdam Suite 250 - Portland,Oregon 97201 t: (503)295-0108 f (503)295-1896 CONTENTS architect - Dull Olson Weekes Architects 319 SW Washington Street ' Suite 200 Portland,OR 97204 survey architectural structural mechanical electrical t: (503)226 6950 f 1,503)273 9192 A0.0 SURVEY A0.10 CODE SUMMARY S1.0 STRUCTURAL NOTES M1.11 LOWER & UPPER FLOOR HVAC DEMO PLAN E1.0 ELECTRICAL. SYMBOLS LIST civil engineer M1.12 LOWER FLOOR HAVAC & PLUMBING DEMO PLAN SJO Consulting Engineers A0.11 PHASE 1 EXITING PLANS S2.11 FOUNDATION PLAN / DETAILS-SCIENCE E111 OVERALL LOWER FLOOR ELECTRICAL PLAN 6650 SW Redwood Lane. Suite 360 CIVIL M2.21 LOWER & UPPER FLOOR HVAC PLAN-SCIENCE E1.21 OVERALL UPPER FLOOR ELECTRICAL PLAN Portland,OR 97224 A0.30 EXISTING LOWER FLOOR PLAN S2.21 FLOOR FRAMING PLAN /DETAILS-SCIENCE t: (503)226 3921 f: (503)226 3926 A0.40 EXISTING MAIN FLOOR PLAN S2.31 ROOF FRAMING PLAN /DETAILS-SCIENCE M2.41 ROOF HVAC & PLUMBING PLAN E1.31 ELECTRICAL DEMOLITION C1 GENERAL AFRANGMENT M2.42 ROOF HVAC & PLUMBING PLAN-CAFETERIA landscape architect C2 DEMOLITION PLAN A0.60 WALL. TYPES S3.0 WALL ELEVATIONS 1 DETAILS E2.11 FLOOR PL.ANS,SCIENCE-LIGHTING ATLAS Landscape Architecture C3 TEMPORARY CONSTRUCTION ACCESS ROAD M3.10 TUNNEL H\/AC PIPING PLAN I C4 CIVIL UTILITY PLAN-SOUTH320 SW Sixth Ave.,Suite 300 A1.11 DEMOLITION FLOOR PLANS S5.0 DETAILS M3.11 LOWER FLOOR HVAC PIPING PLAN-SCIENCE REMODEL E3.1 I LOWER FLOOR PLAN-SCIENCE-POWER Portland,OR 97204 C5 CIVIL DETAILS M3.21 UPPER FLOOR HVAC PIPING PLAN E3.21 UPPER FLOOR P'_AWSCIENCE-POWER t: (503)224 52.38 f: (503)224 5239 A2.11 LOWER FLOOR PLANS-SCIENCE M4.21 BUILDING SECTIONS E4.11 LOWER FLOOR PLAN-S�IENCE-SIGNAL structural engineer A2.21 UPPER FLOOR PLANS-SCIENCE M4.22 BUILDING SECTIONS E4.21 UPPER FLOOR PLAN-SCIENCE-SIGNAL Nishkian Dean 319 SW Washington Sl. A2.40 DEMOLITION ROOF PLAN /ROOF PLAN M5.1 MECHANICAL CONTROLS E5.1 EXISTING PARTIAL ONE LINE DIAGRAM Portland,OR 97204 E5.2 PARTIAL ONE LINE DIAGRAM t: (503)2741834 f: (503)273 5696 A3.11 BUILDING ELEVATIONS 1 BUILDING SECTIONS M6.1 MECHANICAL DETAILS & SCHEDULES E5.3 PARTIAL ONE LINE DIAGRAM M6.2 MECHANICAL DETAILS &SCHEDULES E5.4 PANEL SCHEDULES mechanical engineer A3.31 WALL SECTIONS M6.3 MECHANICAL SCHEDJLES MFIA Inc. ii n7 SE Ash St. A4.01 ENLARGED FLOOR PLANS Portland,OR 97214 A4.02 ENLARGED FLOOR PLANS t: (503)234 0548 f: (503)234 067 plumbing A4.11 FLOOR FINISH PLANS-SCIENCE electrical engineer P2.10 TUNNEL PLUMBING PLAN A5.01 INTERIOR ELEVATIONS P2.11 LOWER FLOOR CEILING & UNDERSLAB PLAN MFIA Inc. 207 SE Ash St. A5.02 INTERIOR ELEVATIONS P2.21 UPPER FLOOR PLUMBING PLAN-PLUMBING PLAN Portland,OR 97214 A5.03 INTERIOR ELEVATIONS t: (503)234 0548 f: (503)234 067 A5.04 INTERIOR ELEVATIONS P4.21 LOWER & UPPER FLOOR FIRE PLUMBING PLAN A5.05 INTERIOR ELEVATIONS A5.06 INTERIOR ELEVATIONS P5.21 TYPICAL CLASSROOM PLUMBING RISERS P6.10 PLUMBING DETAILS& SCHEDULES LOWER FLCOR RCP 1 UPPER FLOOR RCP A8.01 FRAME TYPES, EXTERIOR DETAILS A8.02 ROOF DETAILS -'� A9.01 INTERIOR DETAILS A9.10 INTERIOR DETAILS t: i n TIGARD HIGH SCHOOL 'r TAX LOT#: ZS 114 AA 00100 Y r$ _ U/ CD N t - � r o , as .o rd High r a; chool ■ - E/ c, C: J. O Q Ar►Ro f7V1!p n.ANs c1r) NCI,I nF UN-ATt'Ar"rat o ATIONn(I 1 RUC -URA!. 'AITS 0 W() H RGPORT C� lk)CUMr:N rS vI � VICINITY MAP a -- - -- - - ---- - --- - - _ -- - �---- � o i�pproved.p.V� RECEIVED �/ .. ' Conditionally Approved.. l y U v MAR 2 2 2004 2 For only the wo e- ascribed in:0 ��_-' V. i 4 n tr ti n Documents- Februarry 2 4O � � uCO PE{iMIT N0. See Letter to w- --", . . ( 1 CI i CSF f IIiAHU `r� C Attach.,.. . �''l""""' BUILDING CIVISION ,� U -1 9000SN1 I)11R11AN1 ROAD 1-32 `ob/ d %:'�o --S a(e:1'F2 r - - ----- BU P2004-00008 --� _ - -- -- OFFICE CQP NorICE. IFTHEPRINTORTYPEONANY I Iillllltl IIIIIII lill'III IIIIIII IIIA I II1if6ll I I I IIMAGE IS NOT AS CLEAR AS THIS NO i ICE, L I Z� I 11111y1rITI1 ��,�_ I 1 I ( .� �, -- I--L0l -L--1�L - --- 1�� C.'1 L DO IT IS DUE TO 1 H QUALITY OF THE No 1p_ a_= - - -• ORIGINAL DOCUMENT 9�--- -t l l 61Z it El7 Z [IZ o�L^8�t 18t� LTiI eT 9(t ►�T��S�t Z�t T�i--Olt �8 - I L��9 4 IIT1r (ti I IjZ t rnr', (IIIIIII VIII Illl�llllllllllilll IIIIIIIII Illllll,hll l IIIIIIIIIIIIII IIIIIIIII 111111 ,I IIIIIIIIIlIIIIIIIILIIIIIIIIIlIIIII,JIIIII IIII�IIIII IIII ILII ILII Illllllllll1lllllllll1lllllllll�llllllll�lllllllll�lill IIIIIIW�I�lllllllll�lIJ11illlW1l�lllllllll111lllllllll� IIIIII�II I l2 Ib 21 -04q / Ib � , Ah�L�P �_ l I AICD -FUME HOOD, 21 - ARCHITECTURE • INTERIr,RS•PLANNING (4.5) EOX50X14 PL-1 (5) EQX3OX14 ALT. ql _ ---- - - - - -� � - -- - / ! P-5----- lb / TI 28 - I • FC1IT! OPEN _SHELF; TYP, (7.5) EQ�C30X14 W/ LOCKS•" i - - � IEll - - I I � I L DM -_ 0 ❑ i 63 ,©-..._� 54 I 45 J 10 63 62 { w rn o _ o C EN I ��' OP'N - OREN �- CSF j = I w "r i J o „ 51 - 11 42X36X24 42X36't24 42X36X24 12X36X24 Q A B �- 13 / 24X3h ;30 ll 48X3bX30 48X3bX3op EQX36X30 o 0 -0 �' c,r tC, EN W/ LOCKS W/ LOGK:5 W/ LOCKS ° ry u N a LABINET k!/LOGK5 fi J C Q I SCIENCE LAB 101 = gym N r a .O SCALE: I/4°=1'-a" - -- J 4 cu N J 3 N � � o rn �, i g6" A.F.F P-5 TO CENTER 24 TOG CENTER P-3 ' LIFT WWII V I' ' 1 (1) EGX3OXI4 PL-2 (3.5) EQX3OXI4 ADDM I( VII �- -- - -- - -----_ T- r T - --- --- PL-2 F 717 Ig2X48 - _ — D-U62 1/7- ® 54 -- _. _ --- -- Ig2X48 -, o - / I - OF1EN CH) -- — p I ADDM 42X36X24 42X36X24 2X36X24 42X36X24 ll 51 E A I ADDM 0 : O - 12X36X24 B b SCIENCE LAB 101 CONT. SCIENCE LAB 103 5.0 SCALE: I/4"=I'-O" O LC) 5.0 SCALE: I/4"=1'-O" �� : M z� p M 15 15 P-5 � � t 4GG O I6 12 44 O I: c - I ADCM 21 � PL-2 OPEN 5H LF, / P-5 FUME HOOD, O V J (e) EGX30X14 W/ LOCKS r LL_ 28O 31 TYP. ALT. #I 1' I-- Ll 63 -- E--- bL - - - -II -. - - J --�-- -= I li _ b3 I I � M '© PL-2 i aSx48 - 45 I I � LCA Q cu CN T, 11 . Lm E X36X3 G W/ LOCKS V 1/ LOCK50 W/BLOGK50 24X36X30 D F SPEC I MEN CABINET I 0 O N W/LOGK5 �� O m # 2 SCIENCE LAB 103 (CONT.) ---- ---- - - - .. " SCALE: 5.0 IS - 15 2282 4€.; S 16 l4 16 C. L s' PL-I J , o (3) EaX86X24 PL-I (2) EG2X30Y14 (2) EOX30X14 �, PL-I OF ADJUSTABLE ` 63 SHELVING, I - _ TYP. PL-I I'd 62 I 7 V I N © DD A \\ E3 -aX36X24 48X36X24 o /1 \\ /� EQX36X24 G - `� 0 `0 d F 0 I n 3 PREP ROOM 102 o j 5.0 SCALE: 1/4''=1'-O" k e y p l a n � v GENERAL NOTES LEGEND }' KEYNOTES phase I CONSTRUCTION I. MATERIALS, WHICH ARE IN SIMILAR LOCATIONS NOT KEY NOTED AT OI BASE, B-I 18 CORNER GUARD - SEE FINISH 31 FIRE EXTINGUISHER CABINET WITH 49 UNDER CABINET LIGHTING 66 NcT uScD DOCUMENTS . o EVERY OCCURRENCE. FOIL FURNISHED BY OWNER, INSTALLED BY GONTRAGTOR FLOOR PLANS FOR TYPES ---�-- CU BASE, B-2 BLANKET SEE DTL. 4/ALI.01, TYP. ; I O 61 NO USED d8t@ 02.23.04 � 2. INTERIUP. ELEVATIONS ARE DRAWN IN TRUE DIMENSIONS, UNLESS NOTED FO10 FURNISHED BY OWNER, INSTALLED BY OWNER ^ IG TACK SURFACE, TS-I 32 NOT USED 50 NOT USED Z OTHERWISE (I.E. ANGLD, GURVED). ( � , NOT U5ED C! �`'EWORK_pIM NOTATION: WIDTH X HEIGHT X DEPTF! 20 TACK SURFACE. T5-2 68 NOT USED ---u 33 NOT USED 51 TEACHER'S CABINET revisionS 6 3. SEE FINISH FLOOR PLANS, REFLECTED CEILING PLANS, INTERIOR WIDTH X HEIGHT X DEPTH L^J !_OC.KS �4 WSC,I-I 21 1�AG!:BOARD SEE PTL. 21/Aq.0I, TYP. bq NOT USED v ELEVATIONS AND INTERIOR FINISH LEGEt,D FOR ALL FINISH 34 NOT USED �5 NOT USED 52 NOT L5ED 10 NOT USED INFORMATION. - ---- c -_--- ------ I,_ l 22 MARKER BOARD 3g NOT USED I AGGENT PAINT COLOR (P-X) O NOT USED 53 LIGHT FIXTURE- SEE ELECT. i a. CENTER ITEMS SUCH AS FIRE_ EXTlNGUlSHER CABINETS IN WARJSGUT - - -__. 23 HORIZONTAL SLIDER MARKERBOARD 36 NUT USED 11 SC,IENGE LAB 5TA110N5 PANELS. O HOOD TRIM - WT-I O SINK SEE DETAIL I/Ag,10 - e �.� 'o � � --- ACCENT PAINT COLOR (P-X) 24 PROJECTION SCREEN - PROVIDE 31 NOT USED ( l2 GOGGLE CABINET ' a` 5. ALL WAI_.L� IN HALLS AND CORRIDORS RECEIVE WALL FINISHES AND � OC•KING � NOT USED N CONTROL JOINTS TYPICALLY SHOWN. CONTROL JOINTS OCCUR AT ALL 38 REFR16. W/ICE MAKER (FOIL) T3 FIRST AID CABINET 8 NOT USED BL DOOR AND RELITE5, TYPICAL. TACK. 5URFAGE Oq CONTROL ..IOINT 25 WALL-MOUNT TV/VCR BRACKET - O NOT USED _ T" PROVIDE BLOGKIN6, INSTALL TOP 39 DI5HWFcaHER (FOC) „. b. SEE DOOR AND FRAME TYPES FOR ADDITONAL INFORMATION AND 10 NOT U5ED OF BRACKET I" BELOH LINE OF K1 NOI USED 14 DRYING RACK REFERENCE TO DETAILS. �;/ /j TEMPORARY KALI. FINISHED CEILING. SEE SPEC. FOR 40 NOT USED 'i II NOT USEF) ,1 75 GOR.NER GUARD z BRACKEI TYPE. 5� NOT USED O T. ALI. WALL5 MEW AND EXISTING), INCLUDEING WALLS NOT ELEVATED, 41 NOT U�,ED project# 02054 TO BE PAINTED, P-I, UNLE55 OTHERWISE NOTED. ALL WALL BASE TO BE WAIN5GOT, FINISH PER 12 PLASTIC, LAMINATE SILL 26 CLOCK - qb" A.F.F. TO CENTER U.N.O. NOT USED lb ELECTRICAL PANEL, SEE " a B-I, UNLESS OTHERWISE NOTED. REFER TO FINISH FLUOR PLAN FOR 42 NOT USED ELECTRICAL 0 SPEGIFIGATIONS 13 NOT USED 21 WALL MOUNTED SPEAKER - qb" C ADDITIONAL INFORMA'PION. O A.F.F. TO CENTER U,N.O 43 NOT USED h0 NUT USED 11 EMERGENCY GA5 SHUT-OFF INTERIOR ELEEVATIONS 14 NOT USED O 61 NOT USED VALVE, SEE MECHANICAL o b• PROVIDE KEY LOCKS AT ALL CASEWORK NOTED "IW LOCKS". P X PAINT COLOR (P-X) 28 EMERGENCY HORN STROBE 5EE 44 EYEWASH/SHOWER 15 HOLLOW METAL FRAME - PAINT ELECT. 62 PAPER 1OWEL DISPENSER (FOIL) )k. `I PROVIDE EPDXY RESIN COUNTERTOP, WORK SURFACE AND b" FI -y PL ASTIC LAMINATE COLOR (PL-X) (P-2) LQ 45 FUME HOOD - ALTER.NATE #I, TYP. ° NOT USED h3 SOAP DISPENSER. (FOIG) p BA:5K5PLA5H, UNLESS NOTED OTHERWISE. (8" ADA LDC:ATIONS) Ib DOOR - SFE SCHEDULE � O METAL LOCKERS A5m03 w 'w b4 NOT USED 11 EX15T!NCI FRAME - PAINT (P-2) 30 FIRE FXTINGUISI IEK CABINFT 41 NOT U5ED 1 9000 SW DURHAM ROAD 2-32 1 �'� NOT USED 48 NOT U5ED BUP 004-00063 F ' NONCE: IF THE PRINT OR TYPE CPI ANY T I l i III III S I I I I III I I III III S I I I I III III III III III III III IL I III III III !I I III I I I�I I I I I III IIII 1 1 1 1{1 1 1 1 1 I I I'I I I I I III III III III III i I I I I I I 1 1 1 1 1 1 1 1 1 11 1 11 11 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I' I I �I I I I I I 14 I I I j I I Gil I I I I 18� I (-I I I (� I 1 1_ I ( `� J(i T _l1� -1� _l I t IT IS DUE TO THE(QUALITY OF THE _ ll, ill 11_ _ _ ORIGINAL DOCUMENT �£ �(Z afft LZ 9L �Z fZ s �L tL oc � I I �I T Illllllll�lllllill lilllll{1111111 Ililllllll�lllllllllll IIIIIIII II IIIIIIII C!;IIIII IIII I!II IIII IIII IIIIIIIIIIIIII IIII IIII IIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII Illtlllllll� IIIIIIII IIIIIIIIIIIIII�llllt �111111I1�11T11111J �lllllllsliJllllllll11111'ill II�HIII -12 [ 5 j - 15 15 --- /--0 / 21� /_ -0 Ib -� - ---- - AODM I I AG�Dh1 1 -- 44 2l � ARCNITECTURE + INTERIORS+PLANNING AD r�l �1 (b.5) EQX3Oxl4 OPEN SHELF, TYP, - _ PL 2 (2.5) EQX30X14 ` / - 31 P_5 �- l6 ll 28 � - �--- r- - I � O (8) EQX30XI4 W/ l_OGKa — PL-2 63 IT "u 63 62 D — � / I _I - - - -- - 63 � -� 62 - - � '= - _==—� _->>"1�-J CIO f3 ® - - - _ _- 48X4 . - - 3 11 Ty UJI A 1- OPENS w ---- — -- , --- .�-- -- _- — -- - — - --- Cr � o 42X36X24 42X36X24 42X36X24 42X36X24 C / 24X3bx30 ll 48X36X30 48X36X30 EQX3bx30 Z N A 12X36X24-- B - T3 J OI -J SPECIMEN W/ LOCKS W/ LOCKS W/ LOCKS 0 c, -0 CABINET o W/ LUCKS N r `� kn J Z i O _ C3 SCIENCE LAB 104 JCh S.O SCALE: I/4'=1'-0" ; N J N C { Q � P-5 rr X16" A.F.F q6" A.F.F 2� TO CENTER % -- 24 �- 25 I 25 -� 24 ---\ TO CENTER P-4 , / � I I ADDM V (4) EQX30X14 FL-I OPEN ELF, 'YP. (7) EG1x30X141 r VlII�i P-3 ----�---� �7 *,y --. -- -- �I — - --- 1a2X4854 0 - - II I I I P-' i - c - - - Ti 0 D n / 1 AE E A 24X36X3.7 42X36X24 42X36X24 42X36X24 11 (3) EQX36X24 B 1 I ADDM 51 - 0 ,/ ' 5PEGIMEN 12,X3bX24 CABINET W/ LOCKS SCIENCE LAB 104 CONT. 2 SCIENCE LAB 106 � a S.O 5GALE: I/4"=I'-O" L� 5.0 SCALE: I/4"=1'-O" 0 � � DM 15 15 r-- 15 P-5 0 / I6 O ADDM / O -— _1 ll-J 28 7� , P-5 44 a (l.5) EQX30XI4 N/ LOCKS PL-I - �— - 1 h3 - - -.- I - -- - - - -I - -- I---- -- - �-F el r (52 cu 62 t ( '© PL-I L_ 48X4.8 L, - I �n LO \ / * '� E N m CV cr) G Lm W/ LOGK S W/L LOCKS ?I - O U 1 f3 - E I � 0 x 2 Cu SCIENCE LAB 106 CONT.) f5GALE: �F� C� 15 F-6 15 22821 i X0'7 Ib 14 Ib • it (3) EQX8bX24 PL-I (2) EQX30XI4 (?a EQX30XI4 .- F'L-I OF ADJUSTABLE 63 SHELVING, 62 - TYP. »I I PL-I a Q u� y ► A B � / G EQX36X24 D 48X36X24 - O `J J 38 EQX36X24 d o o- I ` 3 PREP ROOM 105 _ o ,L. SCALE: I/4"=1'-O" o k e Y U I a n 4 - — — phase I CONSTRUCTION GENERAL NOTES LEGENU KEYNOTES a` _ i I. MATERIALS, WHICH ARE IN SIMILAR LOCATIONS NOT KEY NOTED AT 1 BASE, B-I 18 CORNER GUARD - SFE FINISH 31 FIRE EXTINGU'SHER CABINET WITH 4�i UNDER CABINET LIGHTING O I� DOCUMENTS o EVERY OCCURRENCE. FOIL =URNISHED BY Ul^INER, INSTALLED BY CONTRACTOR O O O O bb NOr l QED - L.___ FLOOR PLANS FOR TYPES BLANKET SEE DTL. 4/A9.01, TYP. - � 2 BASE, B-2 N F,iIO FURNISHED BY OWNER, INSTALLED BY OWNER O Iq TACK SURFACE, T5-I bl NOT USED date , 02.23.04 .2. INTERIOR ELEVATIONS ARE DRAWN IN TRUE DIMENSIONS UNLESS NOTED 32 NOT USED � NOT USED _- -{ OTHERWISE (I.E. ANGLD, GURVED). 3 NOT USED 68 NOT USED = GASEWOkK�lM NOTATIr)N.• WIDTH X !; - .X DEPTH 20 TACK SURFACE. T5-2 33 NOT USED 51 TEACHER'S CABINET r@VI810n8 3• SEE FINISH FLOOR PLANS, REFLEGTED GEILING PLANS, INTERIOR WIDTH X HEIGHT X DEPTH W/ LOCKS 04 WSGT-I SEE DTL. 21/Aq.01, TYP. bq NOT USED - - - I 21 TAGKBOARD ' ELEVATIONS AND INTERIOR FIN15H LEGEND FOR ALL FINISH 34 NOT USED O5 NOT USED 52 NOT U�,ED iU NOT USED INF OR.MATION, - 22 MARKER BOARD 35 NOT USED IN J ACC-ENT PAINT COLOR (P-X) O NOT USED 53 I.IGHT FIXTURE- SEE ELECT. 4• CENTER ITEMS SUCH A5 FIRE EXTINGUI5HER CABINETS IN WAINSGOT --- ----- --. 23 HORI7ONTAI_ SLIDER MARKERBOARD 11 5GIENGE LAH STATIONS 3h NOT USED o PANELS. I -_ - - -- O WOOD TRIM - WT-1 54 SINK SFE DETAIL I/AG.10 k ACGFNT PAINT COLOR (P-X) O 24 PROJECTION SCREEN - PROVIDE 3l NOT USED O l2 C,000LE CABINET a 5. ALL WALLS IN HALLS AND CORRIDORS REGEIVE WALL F-IN15HF-5 AND - - - -- 8 NOT USED BLOCKING 55 NOT USED GONTROL JOINTS TYPIGALLY SHOWN. CONTROL- JOINTS OCCUR AT ALL N � 38 R.EFRI6. W/IGE MAKER (FOIi:,) l3 FIRST AID CABINET v DOOR AND RELITE5, TYPICAL. rAGK SURFACE qO CONTROL JOINT 25 WALL.-MOUNT TV/VGR BRACKET O NOT USED PROVIDE BL OGKING, IN5TALI_ TOP 3q DISHWASHER (FOIL.) 14 DRYING RAGK IU NOT USED OF BRAGKET P BELOW LINE OF 57 NOT USED SEE DOOR APln FRAME TYPES FOR ADDITGNAL INFORMATION AND REFERENCE TO DETAILS TEMPORARY WALL FINISHED GEILING. SEE SPEC. FOR 40 NOT USED 75 CORNER GUARD - _ II NOT USED BRACKET TYPE. 58) NOT USED 4I NOT USED project # 02054 w 7 ALL WALLS (NEW AND EXISTING), INCLUDEN6 WALL5 NOT ELEVATED, y 12 PLASTIC LAMINATE SILL 26 CLOCK - clb" A.F.F. TO CENTER U.N.O. �y{) NOT USED lb EL.FGTRIGAL PANEL, SEE -- -1-- -TO BE FAINTED, P-1, UNLE55 OTHERWISE NOTED. ALL WALL BASE TO BE �, WAINSCOT, FINISH PER 42 NOT USED 1 ELEGTRIC.AL P, B-I, UNLE55 OTHERWISE NOTED. REFER TO FINISH FLOOR PLAN FOR 5PEGIFIGATiON-3 13 NOT USED 21 WALL MOUNTED SPEAKER - Cie)" by NOT U5ED I INTERIOR ELEVATIONS P ADDITIONAL INFORMATION. A.F.F. TO CENTER U.N.O 43 NOT USED TT EMERGENGY GAS SHUT-OFF P-X FAINT COLOR (F-X) 14 NOT USED bl NOT USED VALVE, 5EE MECHANICAL 0 8• PROVIDE KE'T LOGK5 AT ALL CASEWORK NOTED "W/ L.OGK5". 28 EMF'RGENGY HORN STROBE - SEE O EYEWA5H/SHOWER 15 HOLLOW METAL. FRAME - PAIN-f ELECT. 62 PAPER TOWEL D15PEN5ER (FOIL) aI u• PROVIDE EPDXY RE51N COUNTERTOP, WORK SURFACE AND b" PI_ X PL.A5TIG I..AMIN/,TE GOL.OR (PL-X) (P.2) 45 FUME HOOD - ALTERNATE #1, TYP. 0 BACK5PLA5H, UNLE55 NOTED OTHERWISE. (8" AUA LOCATIONS) 2q NOT USED ISOAP DISPENSER (FOIL) I6 DooR - SEE SCHEDULE � METAL LOCKERS 64 NOT USEn A5w04 M Il EXISTING FRAME - PAINT (P-2) O FIRE EXTINGUISHER CABINET ql NOT USED ul n 413 NOT USED 65 NOT USED 9111111 SW DURILl11 ROAD � �2 41 13l'I'2111W-IIIIOhy r s -- -- - - - NOTICE: IF THE PRINT OR TYPE ON ANY I l l I I I I 1 1 1 111 ill 1 1 1 1 1 I !�! 1 1 1 I I I 1 ! 1 1 1 1 11 III Li 1 1 1 1 III III I I III III III III I I I I I I III I I�!I I III 11. III III III III I I III III VIII I'1 1 1 l i l I VIII III III III ! I r IMAGE IS NOT AS CLEAR AS THIS NOTICE, I --1 l I ----`!1 I L.. I 1 -_ 61- I L �IBL. I.- I I -1— ��- I _L 1 ��I TO I ' 1 IT IS DUE TO THE QUALITY OF"I HE _ _ _ _ No,a 'r �`.iQYI : Alt+-:�H•y.r. ORIGINAL DOCUMENT 101 T j ��- �llllllllllllll Illl�llll Illl�ll I Illl IIII yll Illllllllllllllllll IUllll�ll�llll Illl�llll II IIIIIIIIIIiII IIII�Iillllllllllll IIIA IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII 1111111 I IIIIIIIhIlullllilllil!IuIIIIIIIIIIIIIIIIlIia11 Lulllll�11i�1 9 u�l>.111u � Ll�llu)Ili��kll i I I NOTE: NOTE: 1 WRAP WAIN5G0T a ALCOVE ' PAINT CEILING AT ALCOVE q RET11R. N 04ALL5, TYF.-SEE 1 /� TO MATCH PAINT COLOR q.l -3), TYP. ARCHITECTURE • INTERIORS•PLANNING l F 3 a. _ 15 P-4 �4 T 115 N N — - CD_\ I I I I I I f I W 3 L ' rn o W = F Y Q LL! � o > — a 000 ftm MEMO 1 A N (V C y x 0 _J v p y I O ti z l � co I _J 3 :V 7 � � 01 �� I NOTE: NOTE: 3 WRAP WAINSCOT ® ALCOVE PAINT GEILING •\T ALCOVE 9.1 RETURN WALL-5, TYP.-5EE T TO . IATGH PAINT COLOR NI_W GYP. AND PAINT TO GEILING SIM. LINE PREP A P-5 8 15 ' r•�� ' � � I•� � -- L— - --EXISTIN,_• f,_UMINUM FRAME TO REMAIN cc I _ - - - —� ---. 16 15 O A (GONTJB *I% ummo OMENStoo ^Cn cn L,..i M L0 _+ 1 3 O O WITY Cl0 t / q cr) I \ N V I I I �I I I I I I I I I I I I I I I I I I , I I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ch t L0 I I I I I / \ / \ I I I / •e Cu CN { I I I 1 1 1 1 1 1 I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Nil I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lm .. EXISTING ELEVATOR DOORS ` NNW �� I Cu Cn ~ 2292 VE C. n I O ' or 51M. q - -- —EXI5TING GYP. BD. TO REMAIN-PREP AND PAINT 15 nnn •E I I I I I a L / ! / / / G (CONT.) ` a Nona` CORRIDOR 007 k e y A l a n i _ — phase I CONSTRUC 00N GENERAL- NOTES LE=GENDKEYNOTES _ ( DOCUMENTS a -- - I. MATERIALS, WHICH ARE I + SIMILAR LOCATIONS NOT KEY NOTED AT Q BASE, B-I 10 CORNER GUARD - SEE FINISH 31 FIRE EXTINGUISHER CABINET IVITH I� UNDER CABINET LIGHTING bb NOT USED — - i FOIC FURNI5HED BY OWNER, INSTALLED BY CONTRACTOR FLOOR PLANS FOR TYPES BLANKET SEE UTL. 4/Aq.01, TYP. a EVERY OCCURRENCE. date j �2.23.�4 o O2 BASE, B-2 n b 1 NOT USED 2. INTERIOR ELEVATIONS ARF DRAWN IN TRI)E DIMEN510N:�, UNLE55 NOTED FO10 FURNISHED BY OINNER, INSTALLED BY OV+NER Iq T AGK. SURFACE, TS-I 32 NOT USED C NOT USED io — = OTHERW'5E (I.E. ANGLD, CURVED). O NOT USED 68 NOT USED reVISIOf1S GASEWOR.E_pIM. NOTATION WIDTH X HEIGHT X DEPTH 20 TACK SURFACE. TS-2 33 NOT USED 51 TEACHER'S CABINET WIDTH X HEIGHT X DEPTH VV/ LOCKS O W5GT-I SEE DTL. 21/Aq.01, IYP. bq NO USED g 3. SEE FINISH FLOOR PLANS, REFLECTED G'_ILING PLANS, INTERIOr2 21 TAGKBOARD 34 NOT USED ELEVATIONS AND INTERIOR FINISH i-EGF+D FOR 6LL FIN15H O5 NOT USED 52 NOT USED 70 NOT USED INFORMATION. --- -- 22 MARKED BOARD a - 35 NOT USED AGGENT PAINT GOL_OR (P-X) NOT USED � 5 LIGHT FIXTURE- SEE ELECT. �� 11 SCIENCE LAB STATIONS - - - -- 23 HORIZONTAL SLIDER MARKERf30ARD 306 NOT USED SEE DETAIL I/Aq.lO f 4. CENTER ITEMS SUCH AS FIRE EXTIH61JI5HER 6ABINET5 IN WAIN5GOT w -- - -1 WUOD TRIM - WT-I O SINKPANELS. ACCENT PAINT COLOR (P-X) 24 PRCJEGTION SCREEN - PROVIDE 3T MNOT USED OT USED T2 GOGGLE CABINET BLOGK.ING 55 ° 5. ALL WALLS IN HALLS AND CORRIDORS RECEIVE W3B P.E ALL FINISHES AND O NOT USED O _ O FRIG. W/IGE MAKER (FOIL) O T3 FIRST AID CABINET a SHOWN. CONTROL JOINTS OCCUR. AT ALL ALL-MOUNT TV/VGR BRACKET _ 56 NOT USED CONTROL JOINTS TYPICALLY ('� TACK SURFACE O CONTROL JOINT W N DOOR AND RELITE5, TYPICAL. II_—�__ — PROVIDE BLOGKING, INSTALL TOP 34 015HWA5HER (FOIL) 14 DRYING RACK w 51 NOT USED i 10 NOT USED OF BRACKET I" BELOW LINE OF - -- -- 6. SEE DOOR AND FRAME TYPES FOR ADDI TONAL INFORMATION AND / FIN15HED GEILING. 5EE 5PEG. FOR 4U NOT USED 75 CORNER GUARD REFERENCE TO DETAILS. TEMPORARY WALL O NOT USED O project# 02051 I. NOT USEC� BRACKET TYPE. 41 NOT USED aTb ELECTRICAL PANEL_, SEE ---- - - - - - 7• ALL WAL'_S (NEW AND EXISTING), INGLUDEING WALLS NOT ELEVATED, 12 PLASTIC LAMINATE SILL 26 CLOCK - q6' A.F.F. TO CENTER U.N.O O NOT USED AIN5GOT, FIN15H PER Q 42 NOT U5ED F_LEGTRI:AL NOTED. ALL WALL BASE TO BE W INTERIOR ELEVATIONS TO BE PAINTED, P-I, UNLE55 OTHERWISE SPFGIFIGATIONS O 2T WALL MOUNTED SPEP,KER - qb" U NOT USED � B-I, UNLESS OTHERWISE NOTED. REFER TO FINISH FLUOR PLAN FOR 13 NOT USED TT EMERGENCY GA5 SHUT-OFF o ADDITIONAL INFORMATION. A.F.F. TO CE .TER U.N.O 43 NOT L15ED 14 NOT USED bl NOT USED VALVE, SEE MECHANICAL cw I °✓• PROVIDE KEY LOCKS AT ALL CASEWORK NOTED "W/ LOCKS". P X PAINT COLOR. (P-X) 28 EMERGENGY HORN STROBE - SEE O E•*'EWA5H/5HOWER 0 15 HOL LOW MET;LFRAME - PAIN"f ELECT. 62 PAPER TOWEL D15PENSFR (FOIL) 45 FUME HOOD - ALTERNATE #I, TYP. q• PROVIDE E PO.XY RE51N COUNTERTOP, WORK 5URFAGE AND 6" PI -X PLASTIC LAMINATE COLOR (PI_-X) (P 2) 2q NOT USED O 63 SOAP DISPENSER (FOI„•) A5mO5 o BAGKSF�ASH, UNL�35 NOTED OTHERWISE:. ('8° AGA LOCATIONS) 16 noon - SEE 56HEDULE 46 METAL LOCKERS I+ 64 NOT USiD 6 Il EXI5TING FRAME - PAINT (P-2) 300 FIRE EX1INOU15F!ER CABINET 4l NOT USED m 65 NOT US':D 9000 SW DURH.ANI ROAD 4-32 4b NOT U5ED W � - - --- -- -� - --- --- __ _ -- - ----- - - - - ---.. - ---- - -- - - -- - BU ..0(14-00068 I �? G NOTICE IF THE PRINT ORT PE ON ANY III 1 III 111 III III III I Illlilll�l lil I (IIII III III III 'll III�III'I III III 111'111 III III '�I I I I I I I I I I I I I I III I�Ilill 1111111 III III IIIIIIIIIIIIIII III III I�jI� IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I --I r1 I- I I I 141 I 1_�l I I GI-_I I I I I 1 I I I-S� L I 1 I I�L" I I �OI I -I 11J_I - �J To 9_ I t IT IS DUE TO THE QUALITY OF THE _ _ _ DOCUMENT iL I L 8T AI I LT 9i SIT 6T IST LT ST T 8 L �9 � S' 12%-u- ORIGINAL lll►lul► fh I{ I�4 �rt :V r PROVIDE 5/8" FIRE RATED PLYWOOD IN LIEU % OF GYP. BD. THI5 AREA i NOTE: / PROVIDE BLOCKING, SEX NUT E BOLT NOTF: WRAP WAALL.. ,T ® ALCOVE FA5TNER5 AT AREA OF DETA(,HAf3LE RETURN WALLS, T>P.-SEE 1 WAINSCOT, COORDINATE WITH MEGH. ACCESS (� TOIMATCH PAINT NT CEILIN6 TCULOR� as / I PANEL LOCA "TION, NP. \% (P-3), NP. � ARCH,1FCTURE - INTERIORS •P4AWNG b P-5 15 _I I !YP. — - - -_ - 1 - ----- -- -- -- ---._ r-----1 Ib (—�----I N � a. rN rn a KXX cj us z Y iF x TYPIh W KOCKx 3 C O m ik A (DJ a a ` �� r wr AREA OF DETACHABLE — z WAIN5GOT C x Cq a J Z c I'� 0 C7 � 10 in 4 J �O � N J l N ,q q O PROVIDE 5/8" FIRE RATED PLYWOOD IN LIEU i OF GYP. BD. THI5 AREA I PROVIDE BLOCKING, SEX NUT I BOLT NOTE: FA5TNER5 AT AREA CF DETACHABLE !4RAP WAINSCOT • ALCOVE WAIN560T, COORDINATE WITH MEUA. ACCESS RETURi,' WALL5, TYF.-SEE NEH GYP. BD. TO GEILING PANEL LOCATION, TYP. LINE-PREP AND PAINT P-5 q EXI5TINCG ALUMINUM FR&,ME TO REMAIN �* W --- Ib U) 4 r, 22 .O • TYP. LJ O A (DONT.) ` ' B AREA OF DETACHABLE WAINSCOT rJ O 0 h 1CD Q 0 3 , 0 C O 51 M. q 00 44% 0 r�^1 CL. v c rn I I I I I I 1 I I I I I 4 I I I I I I I I I I I \) I I I I I I I I I I I I I I I I \ I I V I I I V I I I )t I I I I I ! I I I I �I I � I I LO cu _10 i \ / m LL \ \ \ ■�■ Gcu CN N I I I I I I I I I I r I I I / I 1 I I I I I I i I I ) I I /I I I I I ✓I I I I I I I I I I I I I \ I IVI -E 1` VIVIvI G _;�: O Ocu ■� ,� c �lr 2282 V C. N r I A O + I ' �� _ w w _ w ■r� ` 51 M. EXI5TING GYP. BD. TO REMAIN-PREP AND PAINT _ T\ I I i I I I \ Y 1 I 15 �J i iV / , o 00 I � o G (CONT.) • �� r CORRIDOR 107 o D o 5,OV SCALE: 1/4"=1'-O" k e y p I A n k phase I CONSTRUCTION o GENERAL NOTES LEGEND KEYNOTES I. MATERIALS, WHIGH ARE IN SIMILAR LOC/°,TIONS NOT KEY NOTED AT I BASE, B--1 IQ CORNER GUARD - SEE FINISH 31 FIRE EXTINGUISHER GARINET WITH 4q UNDER CABINET LIGHTING O NOT USED DOCUMENTS g FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR O - r , --.------- -------...-__- EVERY OCCURRENCE. I=LOOR PLANS FOR TYPE5 BLANKET SEE PTL. 4/!,4.01, T'r'P. c, r FOTO FJRN15HED BY OWNER, INSTALLED BY OWNER 02 BASE, B 2 Iq 1 AGK SURFACE, T5-I USED bl NOT U5EP dat@ 02,23,04 2. INTERIOR ELEVATIONS ARE DRAWN IN TRUE DIMENSIONS, UNLE55 NOTED 32 NOT USED O NOT USED s OTHERWISE (I.E. ANGLP, CURVED). 0NOT U5ED by NOT USED GA5EWURK DIM' NOTATION: WIDTH X HEIGHT X DEPTH 20 TACK SURFACE. T5-2 33 NOT USED 51 TEACHERS CABINET revisions 9� WIDTH X HEI&HT X DEPTH W/ LOCKS U WSGT-I --- - - - ----- fff, 3. SEE FINISH FLOOR PLANS, REFLECTED GEILING PLAh.S, INTERIOR 21 TAGKBOARD SEE PTL. 21/Aq.OI, TYP. 6q NOT USED ELEVATIONS AND INTERIOR FINISH LEGEND FORM. FINISH I O NOT USED t a ------ ---- l0 NOT USED � INFORMA"PION. _ � NOT USED 52 NOT USED 22 MARKER BOARD 35 NOT USED ACCENT PAIN COLOR (P-X) b NOT USED 53 1-IGHT FIXTURE- SEE ELECT. N O CENTER ITEMS 5UGH AS FIRE EXTINGUISHER GABI�IFTS IN WAIN5GOT ------ 23� HORIZONTAL SLIDER MARKERBOARP 71 SCIENCE LAB STATIONS -- `-—` PANELS. ----- -- - G WOOD TRIM - WT-I O SINK. f � NOT USED SEE DETAIL I/Aq.lO L ACCENT PAINT COLOR (P-X) O C� PROJECTION SCREEN PROVIDE 3l NOT USED O 22 GOGGLE CABINET a �. ALL WALLS IN HALLS AND CORRIDORS RECEIVE WALL FINI5HES AND - -- - - Q NOT USED BLOGKING 55 NOT USED CONTROL JOINTS TYPIC,4I_LY SHOWN. CONTROL JOINTS OCCUR AT ALL O 3Q REFRIG. H/ICE MAKER (FOIG) � 13 FIRST AID CABINET 0 DOOR. AND RELITE5, TYI'�iC.AL. L. TACK SURFACE q CONTROL JOIN, 25 WALL--MOUNT TV/VGR BRACKET NOT USED -- _- PROVIDE BLOCKING, INSTALL TOP 3C1 PI5HWA5HER (FOIL) T4 DRYING RACK 6. SFE DOR AND FRAME TYPES FOR ADPITONAL. INFORMATION AND 10 NOT USED OF BRACKET I" BELOW LINE OF 51 NOT USED w REFERENCE TO DETAIL5. TEMPORARY WALL FINISHED GEILING. 5EE SPEC. FOR 401 NOT USED l5 CORNER CHARD � I� NOT USED BRACKET TYPE. O U project# 02054 4i NOT USED 5Q NOT USED ALL HALLS (NEW AND EXI5TIN6), INCLUrEING WALL5 NOT ELEVATED, r i '12 PLASTIC LAMINATE SILL 26 CLOCK - qb" A.F.F. TO CENTER U.N.O. 1 NOT O NOT USED 16 ELECTRICAL PANEL, SEE �- �— - -- - WAINSCOT, FIN15H PER I TO BE PAINTED, P-I, UNLE55 OTHERWISE NOTED. ALL WALL BASE TO BE 42 O USED ELECTRICAL B-1, UNLE55 OTHERWISE NOTED. REFER TO FINISm FLOOR PLAN FOR 5PECIFIGATION5 c- I 13 NO' USED 2l WALL MOUNTED SPEAKER - qb" � NOT 11SED INTERIOR ELEUA f IONS ADDITIONAL INFORMATION. A.F.F. TO CENTER U.N.O 43 NOT USED Tl EMERGENCY" 6A5 SHUT-OFF P-X PAINT COLOR (P-X) 14 NOT USED 61 NOT USED VALVE, SEE MECHANICAL b. PROVIDE K_Y LOCKS AT ALL GA5EWORK No rED "W/ LOGK5", 28 EMERGENC r' HORN STROBE - SEE 44 I=YEVIA51-1/5F OHER 15 I,OLLOW METAL FRAME - PAINT ELECT. O b2 PAPER TOWEL DI5PEN5ER (FOIC) r r PL-X PLA5TIG LAMINATE COLOR (PL-X) (P-2) 45 FUME HOUL' - AL1-ERNA"TE #1, TYP. a• PROVIDE EPDXY R.E_ 1N COUNTERTOP, WORK 5URFAC.E AND b" BAGK5PL.A5H, UNLE55 NOTED OTHERWI5E. (b" ADA LGGATIONS) 2q NOT USED 63 SOAP D15PE-NSER (FOIL) I6 POR - SEE SCHEDULE 46 MET;�,I_ LOCKERS A5mO6 IT EXISTING FRAME - PAINT (P-2) FIRE EXTINGUISHER CABINET 4l NC'T USED h4 NOT USED NOT USEP 0000 SW D11RIIAN1 ROAD 5"•.i2 48 NT U5EP 65 1311112004-00068 T�111-III l 111 I I III I II�I.I_I.II I 6l_f1I I III.I_I—II I I_ �1O1!lI I_I I�'1 1 I lll1ll1l!I 1 1 1 I II-I I-I Jill I I I IMAGE IS NOT AS CLEAR AS THIS NGiICE, NOTICE. IF THE PRINT OR TYPE ON ANY IT IS DUE TU THE QUALITY OF THE _ _ No,16 -� A ORIGINAL DOCUMENT ffil t 8lZ LZ 9Z � E1ZI �ZTI 19T F9(T �TfTT PTlll►I �llllleiI IIllil1'.111 lllll!IiJillu11 IIIIIIIIIIII lllllllIlllllllllllllllllll11 ILII ull Ilulllil null IIIUIIIIUIIulllilll!Iu�uufllllt ullull�uuluil uu�lullllllllluliif ullllu�lllll tlllu�►u�Iu �ullt�llllil�i ul�uul(III�Nu► m 04 I GENERAL NOTES ' . 2.813.6 I� I I. SEE ELECTRICAL FOR ADDITIUi'Al_ i INFORMATION ON LGHTING. I I 2. SEE MECHANICAL FOR ADDI l'IONAL INFORMATION ON HVAC LAr;AUT AND PREP. PREP. ACCESS PANELS NOT SHOWN ON ARCwTECTURE • INTERIORS PLANNING 'ROOM ROOM REFLEG LU CEILING PLAN. • 3. FOR RATED CEILING A.%EMBLIE5 REFERENCE THE CODE 5HEET5. CIC-7 � - � - I :; : • r -rt��-- I 4 FOR GEiLINGS NOTED OPEN TO � E • --- - - _- -- 5TRU AND - -- - - -- GTURE 5 T) PAINT DECK � ----- --- ( TRUG E K - A'_L EXPO5ED ITEM5 PER FINI5H W m a - - - SLOPE 5EE 5E TIO '� DULE ELEVATION OF CEILING MAY Y ' - ---- - -- - - - - _ _-- VARY WITH ROOF C 'F� AND DETAILS. Lu L . _ �-'---- - _--- - _-- W 4 - --- -- -- - - - - LEGEND: ; 0 • ; II 4Y- 511 _1 As — - - -- -- /�/� /�/� ._--- --- ---- ----- - _. —..— —. ® 2X4 FIXTURE = o r"- ' r 001 003 �' Y _- 006 - -- 0 `" ft n' . VW 2X2 FIXTURE y ti O f - - z i - - 1X4 FIXTURE — J O -- - - STRIP FIXTURE T C" -- -- - -- - q' 4Y q'-4" q'-4" :.:HI;': -i7" . PENDANT FIXTURE J 3 N --- --- - i► - �____-_ _ -- - J _� -H° ^-- ----- - - - - - 1Yh IC3 ID � _.—. �r-- F—::9 ' y 0 - _ ---` - -- - ":i =`'• ��. PENDANT FIXTURE 13 IN I 8 - -- --- -- - - _ - - - - - - - - q 4 ' - - -- PENDANT FIXTURE. Q 7RD l.vi I q FcG 5 ES ED I TORE _—I -- - - - -- a WALL 5GO1'V E FIXTURE HIGH BAY FIXTURE I - -- - - - - i - - O I O 11 Li SUPPLY /-.IR DIFFUSER I W-4 I I 1 RETURN AIP OIFFU5ER I - -I- - AGGE55 PANEL WITH INLAID - - L� GYP. BD. FIN15H-5EE MECH. • FOR FINAL 51ZE AND III III Ifl NOTE: SOFFIT FURRED LOCATION. (NOTE: ADDITIONAL �. — FF DOWN AT LOCKERS, - •- r REQUIRED-:OOR'D. WITH MECH. AGGE55 PANEL5 MAY BE - TYP. - �' AND ELECT.) c I I I I GRILLRETL)R OR IR DIFFUSER -- - -- --- _ -TT-- _ _ -- iw- — LER SPRI NK ------ -�- - - ----- _ , , HEAD CD, SURFACE TO BE PAINTED, .i I I I I I I PAINT COLOR (P-X) O �� ♦+ Cn M S> � r -_ AG-I LAY-IN M s, ACOUSTIC TILE Ca a LOWER FLOOR REFLECTED CEILING PLAN-SCIENCE �ARDCEILNG -- A2.11 56ALE: Ile" = r-0" - - 0 �T5 OPEN TO STRUCTURE, . r PAINTED WHERE NOTED. �/� •4 / w; INCLUDES ALL V� O EXPOSED ITEMS M Cm Cu PANEL. NOTES .� � N - CO CV I. ALL PENcTRATION5 OF GRILLES OR E DIFFUSERS IN AN ACOUSTICAL CEILING PANEL 13.6 15 TO BE CENTERED IN THE SHORT DIMENSION Em L AND BE CENTERED OR AT THE 1/4 POINTS IN � O I THE LONG DIMENSION OF A PANEL A5 � •.V (/) INDICATED. SEE REFLECTED CEILING PLAN � I FOR ALL LOGATION5. ■� I V l O , ! i I I� ` . 2. A�� PENEIRATI0N5 OF SPR.IIIKLF�'- HEADS ' IN AN AGOU5TIGAl_ CEILING PANEL 10 BE ' PREP• CENTERED IN THE SHORT DIMEN51ON AND BE ROOM ROOM CENTERED OR AT THE 1/4 POINTS IN THE i IO2 - 105 LONG DIMENSION OF A PANEL WHEREVER -_ ! _ II -- -- _--- - - - - -- - -- - '--- _ - --- - -- T-- - - - - _ E ASN67 5KE TED ONPTR ._ _ 5 AGGOMPANYI 5 INKLER HEADS _. -- -- --- --•--- -- - - --- --- - MAY BE LOCATED 6" OFF THE GEN IN 2282 _ - - - --- ANYWHERE WITHIN THE DOTTED 5WARE OUTLINE UP IN A GONTINOU5 RJN IN THE -- _7_- - - - = - - -- - I - AREAS WHERE MORE THAN ONE SPRINKLER • HEAD 15 REQUIRED. OF- ----------- ---- Y - - - _ -- - — -_ --- - -- { -- _ --, - 541 lol Io3 104 ! lob --- L — I ` 00 o —_ -- --- P. 77 X ---- . . .,. ,a 8 .. 1- Y - ... ,, a r., x- . . •' ...'.: 1: rP Y, ' � :'e .�- ....._ I ----► - _:.:_.:. I , �: e'er. b ~ < - • .;.. ..: ': - P- P- I phase I CONSTRUCTION ! - 0 _ DO CUMENTS - - - - - - - - — -- _ 0'1 _. - -- -- -- - --, , -- - ate . 3.04 --- ---_ --- ,_r-----__-- --- _ ---� -- --__- -•�---1 --- — - - --- revision N r- NOTE, 50FFIT FURRED ! - f I �. 10 ! DOWN AT LOCKERS, - — ---- - A TYP. - -- -- -- - JAI.- 14. k --- --- I z I J Imo' -- - roject# 02054 a LONER FLOOR RCP/ UPPER FLOOR t;CP c TRUE PROJECT A6w1 ca NORTH NORTH 1 2 _ UPPER FLOOR REFLECTED CEILING PLAN-SCIENCE 9000 SN 1)UNH:�l�1F20Ab ,_, o A2.'I SCALE: !,t3 _ ''-U. _ � . 2 �� ----- - ------- - --- ---- ------- _ - --- - ----- ----- --- -- K I P1 JOd-001168 -- NOTICE: IF THE PRI14T OR TYPE ON ANY (IIIIIIIII III III III III I�I,Iiii I�I III I VIII III III I!dI�!II I!I III 'i I III III 111 1!! 111 1!1'1!1 I I III III III I�I�III III III I I III III IIIA 1111'111"!� I I III III I!I�I�jII IMAGE IS NOT AS Ci EAR AS THIS NOTICE, - I-I I I I i,��L-I I Il. 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V.1.1=. z o a, v o A N N O O O 6 HEAD DETAIL PHYSICS o i = c� o 1 NOTE: ALL 5LA55 15 GIT UNLESS NOTED OTHERWISE �'•O SCALE5" 1'-O" 0 g fa ALUMINUM STOREFRONT ELEVATIONS J 9 N J 5GALE; I/4"=I'-O" = C3 i - - - 6" STUD WALL WITH BATT 5/8" GYPSUM BOARDt I , PREFI'415HED HEAD FLA5HIN5 ----- -- a IN FXI5TIN5 RESLET-PROVIDE `SPRING" TYPE ANCHORING _+ ( ) _ 3 PLAN VIEW �- LAY-IN cEIUNS � 3,-4" 2'.6" 3_4' 3-0, 4-_0 CAULK 2'-2" 2'-8" 2'-4" 3'-8" ------ ---SEALANT ---INSULATED ALUMINUM WINDOW ` 14 I LL 1� I I — -�---- 5Y5TEM O `I -c -- - — ------ -- - - - V - ` _ �I I 16 rib N r15I `r .0 I'n 'i '• ,2 HEAD DETAIL 0 2ND FL. 19 I Q Q SGALE:3"=1'-0" O �D u �D m m m m O L 6,. 6' .fir Cn C M 1 2 3 4 a rCD 6" STUD WALL WITH BA"' L —� � , � I INSULATION a O 5/811 6YP5UM BOARD O i HOLLOW METAL FRAME TYPES v " -PREFINISHED HEAD FLASFIINC� co SCALE: I/4"=i'-O" O ° " IN EXISTING RESLET-PROVIDE �- "SPRING" TYPE ANCHORING -LAY-IN CEILING V♦ /'!t Cn CD '0 � 6"6" CAULK ` SEALANT T cu N i■ "� 3 -- INSULATED ALUMINUM WINDOW �- SYSTEM w ui p O a. cc N �t ■� rn lu HEAD DETAIL _ 1ST FL. �j-Q 5t�;ALE:3"=I'--O ------ - _------- _ - i I j _GHEDUL HEDUL EVN n 2282 6" STUD WALL WITH BATT INSULATION _-_ OF l� " a " ------5/8" 5YP5UM BOARD r 4 DOOR TYPES F_,Q 5GALE: 1/4"=1'-O" - PREFIN15HED HEAD FLA5HING ° IN EXI5TIN5 RE6LET-PROVIDE "5PRIN6" TYPE ANCHORING CAULK o Q a -- 0 00 SEALANT --- - —INSULATED ALUMINUM WINDOW o o SYSTEM u b a I i ?4 JAMB DETAIL TYP. k A y p I a n 0 8.0 SGALE:3"=1'-O" i 4 --INSULATED ALUMINUM WINDON SYSTEM phase I LCONSTRUCTION o INSULATED ALUMINUM WINDOW I j - --PRFFIN15HED SILL_ PAN PlITH a 5Y5TEM END DAMS, 51.111-1 A5 I DOCUMENTS g -PREFIN15HED SILL PAN WITH REQUIRED END DAMS, SHIM A5 i � � date 02.23. REQUIRED i Q �J -BAGKSPLASH r@VISIUr1S x - -- ---- ----INSULATED ALUMINUM CAULK ---- WINDOW SYSTEM AT WINDOW P--LAM SILL AND TRIM j _ 3 0 � y.. SET PAN IN SEALANT, SHIM a A5 REWIRED FINISH FLOOR MATERIAL -EPDXY RESIN - „ COUNTERTOP AND BAGK5PLA5H, TYP• o --- EXISTING FLOOR SLAB IJ _ _ P-LAM SILL - - —CAULK u " a ~- " — SLOPE AWAY FROM -- ----- - --- ------ i BUILDING. ---PREFINISHED SILL FLASHING PREFIN15HED SILL FLAB INC e SET IN MASTIC. SLOPE AWAY i. a f� SET IN MA5TIG. 5LOPE AWAY project# 02054 EXTERIOR PAVING OR FIN. w GRADE -- SEE CIVIL n FROM BUILDING (TURN UP AT ° E STRUCTURAL E 61VI FROM BUILDING (TURN UP ^T -- - SILL_ PAN) � � SILL PAN) � FRAME TYPES/ \ " -- - --- EXISTING PLASTER FINISH ( - -5/8" GYPSUM BOARD EXTERIOR DETAILS OVER 2X FURRING E^-- -_- --- -6" STUD ALL WITH BATT INSULATION V o A8m0l z8 SILL DETAIL Z,, SILL DETAIL 0 PHYSICS 3Q SILL DETAIL, TY P. f3.Q 5GALE:3", 1'-0" Pj.O 3C.ALE.3"=1'-O" 01100S\% Dt'iRlIAM ROAD 1_12 i -- -- - - -- - - - 111 11211114-00068 F rVi,i�iwwrva,..._��•�,...'-::•7�;°d:'L:`."k r`mi7G.�a: ij.k'1N"�'.',:'..'°".,..',.-.•"..:;:.:.. NOTICE: IF THE PRINT OR TYPE ON ANY n I l f I I I /I L M I I I I I I III ,I I I I I I I I 111 f 11 III rIT T i��. ITT T:j I r I I I I III III III I I I I I I I III I LI III III III I I I I I I III I I! I I III III I I I I I I I! III !I I I I I I III L l l I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I - I I it I-3�- I. I I "'-._ _.-tel _I I l Fj I I ", I SL I I_ I _:_I I 10�-� I 11L ADO S IT 15 DUE TO THE QUALITY OF THE _ _ "°''°_ e'"_= 'W ORIGINAL DOCUMENT [�f; L 8�S LL 9G �Z iZ f.� ti-l-I i"111,, - � '111,1111111111111 �� 9IIIIIII III IIIIIIIII►-III1IIIII /III/III III�III1IIIIlIIII IIII1II11111_91171,1!' /III IIII1IIII IIII1IIII Ilil�lITm�llil/III IIII1IIII1IIII IIII�lllllllll�lllJlll�►l�lllll�lt�l��lllllllllllW1ll1W111111�IIt111�1�►Hill t PHASE 2 PHASE I - - - - --- - PHASE 2 -- PHASE I ---- -- -- ---- ter--- MECHANICAL UNIT --- rT - SEISMIC 24 GAU&F GALVANIZED B.U. ROOFING T --- SYSTEM OVER JOINT - - TEMP. WALL Pk')TEGTION JOINT - (I= = _ ----TEMP. WALL PROTECTION JOINT I-� �- - PREFINI(-HED FLAFMING (E) STUCCO SYSTEM IN FUTURE r� UNTIL C.OMPI_ETIC'N F UNTIL COMPLETION IN FUTURE II TEMP. WALL PROTECTION OVER PLYWS / RIGID INSUL ATION IN , U11)RE / W/ HEMMED EDGES e I/4" �- - 2X6 STUDS ® I6" O.G. I ( I' -- OF PHASE 2 WORT. I OF PHASE 2 WORK II Of PHASE 2 WORK I UNTIL COMPLETION AND UFl RE (2-HR.H HWALLJ I I I _ _.._ c I I - AYERS 5,8 STAINL�-`_�5 S NED W/ � I, Ib" O.G. 2 L TEEN SGREW9 GRf=.VEL STOP (NEW) � 2X6 STUDS A I I � NE WASHERS 1 I. o 12" O.G. ALL SIDES ----- REMOVE/REIN5TALL (E) P T. WOOD NAILER - - ------ -WALL MTL. W/ METAL FLASHING i II -1/2" PL'fWD. SHEATHING I I I I GYP. BD. EA. SIDE l I COUNTER FLASHING _ WALL MTL W/ I I OF SPUD (2-HR. WP.LL) - — B!J. ROOF SYSTEM SHEATHING COUNTER FLASHING -- I/2" PLYWD. SHEATHING ARCHITECTURE + I N T.c R I 0 k S +PLANNING I/2 OVER RIGID INSULATION x ^,� ;•. I I I I - ---- VVA.LL MTL. W/ Z �� • , I - B.U. ROOFING SYSTEM - - OFF5ET STUD TO ALLOW I COUNTER FLASHING - f NEW CURB-P.T. 2X OR 4X OVERRIGID INSUL. 2-HR WALL BEYOND V - - STEEL POST, SEE 5TRUGT. A5 REQ'D joa I F O WALL TO r�LIGN V __� B.U. ROOFING SYSTEM - - --- -- h1ULTl-PLY P.00FING W/ BASE B.U. ROOFING 5Y5TE'-1 _ .L- 4 111A i OVER RIGID IN50L. FLASHING A5 SPECIFIED Cl z t OVER RIGID INSUL w. CNI FIBER GANT ur �' q REMOVE/ z b I f / REINSTALL (E) I ----MECHANICAL I - - -- -- - RIGID IN50LATION WITH W z \ / PRE-PAINTED I PLATFORM-5EE I \ �- i \ METAL FASCIA STRUCTURAL DN65 \ WOOD FIBER INSULATION f S W \ _ - r SPECIFIED ~ �-- GONG. WALL (L-) SOFFIT/ _ -(E) GONG. WALL/ - - I-HR. DLG. -- -- 3 �y �) 1 FASCIA TO REMAIN --OFFSET STUD TO ALLOW ( 2x J015T FRAMING -- DECK o \ I F.O. WALL TO ALIGN VV 2--HR WALL BEYOND I --(E) GONG. WALL/ __ /� _J c i (E) GONG. WALL ----5TEEL POST, SEE 5TItUCT 2X J015T FRAMING j N ,� N o ' ROOFING Co), E PARAPET 1 FASCIA SEISMIC JNT PLATFM. 4 SEISMIC JOINT _ 5 SEIS. JNT. 2-HR WALL 6 CURB DETAIL o 8.0 5CALE: I 112 1'-0 8,0 SGALE: 1 1/2"=1'-O" 8.0 5GALE:3/4"=1'-0" 8.Q SCA.LE:3/4"=1'-O" B,Q� SGALE:3/4"=1'-O" 8.0 SGALE:3"=1'-D" G o L o = n N - N BUILDING PAPER ' C3 _z SET PRIMED LEAD FLANGE - 1 LEAD GAP I IN. Wf,LI_ METAL W/ HEMMED EDGE � IN SPECIFIED MA5TI6 -- - - PERFORATED Ib GAUGE DOWN INTO PIPE �\ MULTI-PLY ROOFING i' 5.5. GRAVEL GRAVEL _ _ - ROLLED LEAD FLASHING I" STEEL SCUPPER TUBE ^• / STOP SCREEN _ DOWN INTO PIPE.I INSTALL K TO 1� % R STAINLESS STEEL 5GREW W/ NAILS 3 IN. O.G. -- � / 5.5 SCREEN 5E N GAUL 26 EL SC PER TUBE NEOPRENE WASHER STAGGERED 2 RiUWS �`ti' - STRAINER ----- COVER OPENING ON ALL I FASTENED • 15" O.G. FINNING l- 4" JOINT OVERLAP •\� / /� GRAVEL STOP \ // METAL_ SET IN , WITH DOUBLE BEAD \ ;, j GRAVEL ROOFS. THE FLA5H�GTTO THE WALL.R FLA5HIN& AND 'r SPECIFIED ' OF SEALANT �`��\,\ 4 LB. LEAD FLANGE BENT CLAMPING RING / Mtm6TIC-PRIME FLANGE / SOLDERED TO 5GUPPER TUBE BEFORE STRIPPING ` � 4 LB. LEAD FLASFIING SET LEAD PLUMBING VENT STACK I �` ` \ TWO-PLY STRIPPING ��`\\\\�\\\ / � bXb STEEL. SCUPPER \\�\� /�-gpE�D1=uND SET MAS ICN SPECIFIED MASTIC 1N '- ALL SPECIFIED MASTIC-� � •��,�• 'TLBE 26 GUAGE � � �/ " TTj \ ` 5TAINLL55 " - ��`�� \ MEMBRANE PLIES MASTIC SEAL AT 1 FELT ENVELOPE - \ �; ` ® I �-AND 41 LB. LEAD I PERIMETER L FLASH N S EXTEND -' �- UNDER CLAMPING 4 LB LEAD / ri MULTIROOFPLY `i�� / TWO-PLY 5TRIPPING -! ITI- � -__�--5 COURSE LEAD -T-LT-L' .} �; PERIMETER l J DF_GK CLAMP..-- o u SURFACE �\\, 000uo /- SURFACE COATING ® p i'-i=i'1='i; '-ll • TWO-PLY STRIPPING °o°o` o°o°o°o A5 SP12CIFIED TAT li�7 i METAL COUNTER FLA5HING t•:. ,•, 00000��-GOATING AS \ °oQ000�/ %_�� ' - 'i 7' '� I l�� KYNAR FINISH VV/ HEMMED O �__ T- EDGE. E SPECIFIED o o _ \ / io CONTINUOUS � , �� MULTI-PLY ROO'=1NG I - k^ „ FORM NEW OPN'G - ALL DRAIN GOMPONENT5 SHALL BE MADE OF CLEAT FASTENED f y k k IN (E) C..ONG. WALL CAST IRON. NO DRAIN INSERTS SHALL BE USED. TAPER)"V INSULATION WITH Ib IN. O.G. '`si>%>... INSULATION WITH WOCD FIBER INSULATION -- ELA5TOMERIG FLA5HING EXTEND NAIL WOOD CANT TO BLOCKING - INSULATION WITH A5 SPECIFIED EXISTING WALL WUUD FIBER \ PRIME THE LEAP BEFORE INSTALLATION[ �, UP WALL MINIMUM 8", MAXIMUM 12" INSULATION AS 2 ROK5 STAGGERED EACH ROW WOOD FIBER ROUND OUTSIDE CORNERS OF LEAD SPECIFIED � �- MULTI-PLY ROOFING /-- FIRER CANT ATTACH NAILER TO - '4 IN. O.G. INSULATION AS -DECK BUR MEMBRANE U WALL REFER TO SPECIFIED GRAVEL ROOF: I" x 4" 5T/`,INLE55 GRAVEL STOP. 36 INCHES 5GUARE O FACTORY MUTUAL DATA WOOD NAILER 5EGURED TO DECK MIN. SET IN APPROVED h1A5TIG AROOUD THE ROOF DRAIN. INSULATION WITH WOOD FIB L SHEET I-49 WITH APPROPRIr�TE FASTENER5, INSULATION AS SPECIFIED , 2 ROWS STAGGERED EACH ROW NOTE: OVERFLOW NOT SHOWN-PROVIDE AS A SINGLE INSTALLATION N✓OVERFLOW TYP. \ _ ♦'^^ f �- DECKING - —- -�' �� °� � • 24 iN. O.G. WALL C) 0 1 i GRAVEL STOP EDGE 8 SCUPPER DETAIL q ROOF DRAIN _ II PLUMBING VENT I2 �•OUNTERFLASHING Q o Qj.Q 5GA1.F_:N.T.5. 8,O SCALE:N.T.S. pj,Q 5GALE:N.T.S. Qy,Q SCALE:N.T.S. 8.D SC.ALE:N.TS. 8 O c TOP OF COLLECTOR BOX TO BE GL05ED-TUCK UP TIGHT TO UNDER51DE OF --SEISMIG JOINT EXISTING SOFFIT I REMOVE (E) GAP �/♦ cu u/T/ 4_1� /! FLASHING A5 M /� < NECE55ARY TO -0 Lo II '' \\� INSTALL FLASHING �, 5TAINLE55 FTEEL Y /� �� U? STEPPER TUBE , STAINLESS STEEL FLANGES, SOLDER ALL I I � � FOR NEW 2--HR WALL SEAMS I I I �� I ASSEMBLY M N BUILT UP ROOF, LAP 5GUPPFR \ I I I i I 3 0) CONTINUOUS SEALANT BEAD _ -�` - -_ __ `� I I / I _ I -IGE AND WATER " " Q OVERFLOW OPENING -- UNDER (E) CAP 5HEILD TO ND L 0 J FLASHING AND I OVER WALL �\ _ i ii ii i /i ri ii ii ii ii yi iii J ■�' ■� � � CC3 12" WIDE GONDUGTOR HEAD I _ REMOVE (E) 11 -- GOUNTERFLA5HING AND INSTALL METAL SKIRTING OVER 22$2 _ STUGGO FIN15H AS Cr' CT E OUTLET TUBE, LAP DOWNSPOUT I S WALL INTERSECTION o ' --- .._.,__ �RooF BOARD OF 3" MIN., SEAL ALL AROUND 8.02 `SCALE:NO SCALE 2' 5" / RIGID INSULATION SPECIFIED POW'J5POUT PLYWOOD DECK / - - 2X.'5 CONT. ri 1 *� Li fV LEDGER, TYPE e O 00 EXI5TING CONCRETE WALL -__ -_— / 51ZE VARY a % BASED ON LOCATION - SEE 5TRUGTURAL o ROOF PLAN cs t i NOTE-VERIFY COLLECTOR 51ZE WITH EXISTING GLEARANGE5 Iq SCUPPER/COLLECTOR BOX DETAIL k e y p I a n � 8.0 SCALE: 3"=I'-O" phase I CONSTRUCTION DOCUMENTS a S date 02.23.04 revisions1 x r Cr O q k .—.---- O a` Y N V project# 02054 a ROOF DETAILS g A8m02 '! M N O w O NIIIIU SW DLIR11�1i\I Kl);\D 8-32 W -- -_ -- - __ .. - —--- - ---- - ---- -- NL!1'LU04-00068 _ ' r n,{.., ,.•+•.-..,,„ ""Ysf/'""^'• ---_ "' _.. '°eve.a■Irw. .rN.k 1 ,. NOTICE: IF THE PRINT OR TYPE ON ANY 1111111 III III III III IIl i i i11 III III I III III 111 tIT !I! III (IIII 1111'111 III III III IIIf11i I I III III IIII IQIIIII rlt�lll I IIIjI III 111111 III rIt tIT IJr III III '111111 C IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I -I I I I I I 6 I I---I-�--I—I .-..I-�--I I ( 3 �OO J IT IS DUE TO THE OUALITY OF THE v°�° ORIGINAL DOCUMENT �5 L 8G LL ! 9Z Z 6S R . L TjL L (31 Bt L�t t 9t ft i fii FT t�t��1 �8 L�9 TI9 I f I ISI f Z I t�+l� III IIIIIIIII fflillllllllll IIIIIIIIIIIIIIIIII IIII IIIIIIIII (III IIIIIIII IIIIIIIII IIII ( II IIIIIII IIIIIIIIIIIIIIIIIII IIII�IIII IIIIIIIIIIIIII�I{II II!I�IIII IIIIIIIII III IIIIIIIIIII111111III111111I�111IWlllllll111ll111�1111111111111�Wlll�llllllilllllllll11111 IIIIINiII Iy, u Y <'yl 1'} M. CONNECTION DEVICES TO BE - GOUNTER5LOPE HANGERS IF VEPTIr•AL STRUCTURE 0121 Eh'IAINTAIN OF AN APPROVED TYPE AND MORE THAN I:6 OUT OF PLUMB OG EACH WI HR. FIRRATINE- 5/8" GYP. BD. AY GYP. BD. - EXT7=ti") FRAMING HAVE 100' CAP RATED WALLS — f IHR. FIRE RATING � TO STRUCTURE 1 - -�' 2 LAYERS OF GYP. BD. - . - MAINTAIN --'�-'� - RATED WALLS O FIRE RATED ALLS �- SEEE PLAN W LAN FOR T WALL fPES J SEE PLAN FOR WALL TYPES 5Er.URE ALL Ic~- _- � � LINE OF WALL _ / -` I HANGERS TO CABINET EXTINGUISHER PANELBOARD J / --�•�-- ELEGTkl(-,AL STRUCTURE - BUILDIf G STRLJGTURE - -- SHELF REFER C FLIT. PLAN ELECTRICAL VE BOX-SEE MEGH./ �\ - _ FOR LOCATIONS •I- c ADDITIONAL_ TRAPEZE DUCTWORK _ I �- GYP. BD. ELECTRICAL DWG . ARCHITECTURE�INTERIORS�PLANNING HANGERS ALL / d OTHER LARGE _-�. V .. -- FOR LOCATIONS I i I Nom, NO rE: - -- GYP. 9D. --� MEMBERS W/N OBSTRUCT O L16HT, SEE ELEGTRIGAL 8" OF PERIM. (WHER2E 15 OCCURS) E ,�— VERIFY R.D.,FOR - l -- AGOU5TIG TILE / REQUIREMENTS MOUNTING NOTE: 4s�m�1 VERIFY R.O.,FOR B AREOUFOUIREMENTS VV o 0 LNG d MOUNTING MANUF. N N V MAIN RUNNERS FRAMINiv A5 REQ'D. SEE w m 3 GROSS RUNNERS FIT ;4'-0" OG - 1 GYP. BOARD SOFFIT f-- STAB BAR BETWEENEMBLY iNF ASWALL TYPES FOR FRAMING Y S ® BETWEEN MAIN _ T W/«12 WIRE L-- O - -- - SO. AS REG'D. TYP. o (FRAMED OR 5li5PENDED ALL MEMBERRUNNERS ®44''-O-O"" OG OR V41#10V41#10 �f -- �- -- _- c SYSTEM) PERIMETER WIRE o5'-O" OG F_" MIN. 4'-O" OG (5'-O" OG) 4'-O" OG (5'-O" OC) 4'-O" Or, (5'-O" OG) - -�— W _J IX2 HARDWOOD TRIM WITH �� c 3 TRANSPARENT FINISH, �. W ~ N WHERE APPLICABLE ; o. 6'-0" MAX KING 2" MAX. FROM GRO5`5 MEMBER 12'-O" DG EACH KAY, TYP. - _ PRE55BOARD WITH 2X BLOC Z o 2 CITY CO TRANSAPARENT FINISH, WHEE APPLICABLE O NOTE: SEE RCP DRAWINGS UNDERCABINET GAS VALVE E0Xi - " r FOR CEILING HEIGHTS BRACING FOR SUSPENDED CEILING NOTE: THIS DETAIL TYPICAL AT 4 LIGHTING s FIRE EXT. CABINET ELECT. PANELBOARDS �' SOFFIT DETAIL � ALL SUSPENDED GRID CEILINGS f� "� `" � q.C� SGf,LE: -I/2" = I'-O" 40 q.Q SCALE: NO SCALE q,Q SCALE: I-1/2" = I'-O" q.p SCALE:NO SCALE q,Q SCALE:NO SCALE i cn cn x N SEE WALL TYPES FOR WALL A55EMBLY y o E VARIES " Ln INFORMATION p o, I VGT -- --- INSULATION WHERE OCCURS SEE WALL TYPES - _�__ - --- SCHEDULED FINISH - SEE ALUMINUM "L" TYPE ;I _ -- ALL TYPES DIVIDER STRIP / PLAM SILL, PL 3 IV W 3 1/2" METAL STUD 1/4" SEALANT JOINT HEADER - SEE WALL DOOR AS SGHED. CARPET FRAMING --- MET/,L STUD AS REQUIRED EACH END I TYPES d STRUGT. - SCIENCE COUNTERTOP AND S.V. OR V.G.T. A5 SGHED. -- SAWGUT EXISTING SEAL / /�� CONCRETE WALL BAGKSPLASH -- SEALANT, TYP. V.G.T. A5 5GHED. _- LIrHT, SEE ELECTRICAL (V I I l HOLLOP I METAL FRAME i - LOWERED HORIZ BLINDS CL EXISTING DOOR A5 SCHED. LEVELING FROM V.G.f., SHT. VINYL OR SEALED 1'-0" AWAY FROM NOTED D. CEI!LNG A`-i - -- SHIM AS NEEDED TO = WHERE NOTED e. GONG. A5 SGINYL \ DIVIDER STRIP I AL16N PLAM SILL WITH HOLLOW METAL STOP O i0 MATERIALS REDUCER STRIP in I _ O - �? T.O. WINDOW MULLION i OB EXISTING CERAMIC TIL£ CONCRETE FLOOR SLAB 1 � NOTE: SEE RGP Di•^.AWIN(�5REL1T7=5 d 51DELITES -_- _ FOR CEILING HEIGHTS LEVELING FROM ` WALL ASSEMBLY, SEE RECITES d SI5GHEDS I'-6' AWAY FROM ��, WALL TYPES GLAZING A5 SCHEDULED ® ;' TSIVIDER 5TRIF O MATERIAL-o WAIN5GOT WHERE - OPENING IN EXISTING SILL a� COUNTER ELEVATIONS i2 HM HEAD � THRESHOLD DETAILS 8 CARPET VCT q VALENCE DETAIL �Q CONCRETE WALL �� .,� 5GALE:3"=I'-O" Q.O SCALE:NO SCALE q,0 SCALE: = I'-O" �q,Q SCALE; I-I/2" = I'-O" Q,O SGALE: I-I/2" = I'-O" q,Q 5GALE:3"=1' O" -- CO e Q.O O L WAINSCOT HARDWOOD SEE WALL TYPES FOR �� +� SEE WALL TYPES FOR SEE WALL TYPES FOR GAP SEE WALL Ti PES FOR WAP SGOT HARDWOOD ■(n CV') WALL ASSEMBLY WALL_ A55EMBLY WALL A5 EMBLY WALL ASSEMBLY Q _ INFORMATION INFORMATION WAINSC. — 22" J015T ® I6" O.G. O VARIES � 'FORh1ATION ----- WAINSCOT WHERE OCCURS INFORr•�ATION OT WHERE OCCURS �,,� - SEE ELEVATIONS _ _ - SEE ELEVATIONS - ----- - �-- -- INSULF,TION WHERE OCCURS � --- INSULATION WHERE OCCURS ---� - GLAZINv AS SCHEDULED V -- ---- INSULATION WHERE OCCURS - SEE WALL TYPES _ - SEE WALL TYPES 2X BRIDGING - SEE WALL TYPES _ - GLAZING AS SCHEDULED ® � � C { - SCHEDULED FIN15H - yr_E ___-_` O i ---- SCHEDULED FINISH -- SEE � � ! WALL TYPES REI_IT�S d 51DELITES — SCHEDULED FINISH - SEE � " WALL TYPES --- WOOD STUDS - SEE WALL I WALL TYPES 2X BLUGKING 5GREVIED �■ _ HOLLOW METAL STOP � HEADER - SEE WALL I N - _ - TYPES d 5TRUGT. HOLLOW METAL STOP ® --- WOOD STUDS - SEE WALL TO NAILER-MIN. 4-3" O U �� f — WOOD STUDS - SEE WALL RELITE5 d SIDELITE5 TYPES d 5TRUGT. SGREWS EACH END TYPES 6 STRUGT. 1 - -- 'i O TYPES d 5TRUGT. SEALANT, TYP. SEALANT", TYP. SEALANT, TYP. HOLLOW METAL FRAME �'' ~ --- 3/8 DOUBLE LAYER 5/8" GYP. GHAMPHER, GHAMPHER, - - BD. PAiNTED BLAGK, WAINSCOT - HGLLUW METAL FRAME WAINSCOT i \t ]G` SEALANT, TYP. (ENTIRE CEILING) U) � Cr) �- HOLLOW METAL FRAME AND HOLLOW METAL FRAME AND - HOLLOW METAL FRAME _ �• - WAINSCOT - WOOD 5TUD5 SEE I'IALL M W<,INSGOT -- HC-L_LUW r,- TAL STOP AP RF-..ITE5 d 51i;ELITE5 _� GAP ��J�_ TYPES d 51RUC.T. REGEPTAGLE-SEE � � / I '40LLOW METAL FRAME -- N k• C - SCHEDULED FIN15H - SEE ELECTRICAL DVJG5. --- DOOR AS SCHEDULED WALL TYPES CORD REEL MOUNTING DOOR A5 SCHEDULED ----- 6Lf 7_IN6 AS 5GHEDULED ® ____ T RELITtS d SIDEI_IT-ES INSULATION WHERE OCCURS BRACKET ATTACH TO + � ` r1_ WAiNSGOT HARDW00L - SEE WALL TYPES 2LS" LA6 BOLTS IN. -0 GAP BELOW / ! L_ LAY IN CEILING AND fw a1r GRID BEYOND Cu � CORD REEL SEE RCP � -2 - - - - WAINSCOT FOR LOGP.TION5 .VJ Cu T E ILL (WHERE OCCURS) zQ CORD REEL DETAIL �' �" Cn HM HEAD ,5 HM JAMB 16 HM JAMB �, HM JAMB ,Q RELI S q,Q 5c;.,L`:3"=1'-O" q•Q SCALE:3"=1'-O" Q•O SCALE:3"=1'-O" q,Q 5GALE:3"=1'-O" Q.O SCALE: 1-1/2" I'-O" —-- - — q,Q SCALE:3"=1y �� AI?(f Iw � l i -- ---- ~ ,y. 2282 1 —WAINSGOT EVEN OL r 4'-0" _- HARDWOOD GAP —WALL ASSEMBLY, • P SEE WALL TYPES / \ ADJUSTABLE SHELVING 5/6" FIRE RATED Or / PLYWOOD ____--- ,-- -- -- --------- ------ ------- I _ -- ---f----- --�------- BLOGKINC2 AS ----�---- - -------�__-=-- � � REQUIRE? , GOAT ROD - MOUNT O / 1 \ 5'-4" A.F.F. I - --5EX NUT d BOLT 6"x6" MIRROR ON IN51DE OF DOOR MOUNT O W-10" A.F.F. \ ACCESS PANEL, -SEE MECHANICAL O 00 P, I o \ . (2) PLAM LEGAL FILES — — -�- / BEHIND DOORS W/ RLGF55ED --SEE INTERIOR PULLS. I- — — — — -- •— — ELEVATIONS FOR. W5CT TYPE NOTE: �--- - I/4" REVEAL, t PROVIDE LOCKS ON GABINET PAINT P-6 a DETATCHABLE cr 21 TEACHER'S CABINET 2� WAINSCOT DETAIL k 8 y p ' q,Q SCALE: 1/2" I'-O" q.O SCALE: 3"=I'-O" phase I CONSTRUuION EG1. EQ. 11-011 1 1/2 I.D. PAINTED GALVANIZED —� - ITE I.G PAINTED GALVANIZED STEEL &IJARD RAIL DOCUMENTS a STEEL GUARD RAIL - '-6" — r-�-�- date 02.23.04 o DOOR FRAME BEYOND feVISIOf1S TOOL EDGE TYP. AT _ T �j ►u ----- -- LINE OF THRESHOLD NICHE �- NOSING ��C��VI-D `oma BEYOND =� ----- -- } I J- 1 1/2" I.D. PAINTED N In MAS? 2004 ��'- GALVANIZED STEEL GUARD i- N RAIL - - CITY OF 1!CARD -- -- o � _ -X141-�I�A L3t1L�sION EXISTING GONGRETE SLAB a � 11J tll r 41 - !`.-- WELD GUARDRAIL TO - SLEEVE s - CONCRETE STEM WALL -- CAST IN STEEL _ _ pfOJeCf# 02054 a 4 IW j �� SLEEVE-5EE 5TRUGTURAI.. W CONCRETE STEM WALL `Q a a GORE DRILL PGST 4" MINIMUM - WELD POST TO CAST IN AND SLAB-5EE R REINFORCING INTERIOR DETAILS a AT EXI5TING GONGRETE SLAB STEEL SLEEVE-5EE" STRUG'URAL, ALIGN STEM SEE STRUCTURAL DRAWINGS FOR AND EPDXY STRUCTURAL, TYP. 2 , WALL WITH THRESHOLD ° e LOGF.TION5 NICHE EDGE o WELD POST TO CAST IN STEEL SLEEVE-SEE I - GORE DRILL P 05T 4"SLAB ANINIMUM a STRUCTURAL, TYP. 2 AGOG A9001 LOCATIONS GUARDRAIL ELEVATION EPDXY 28 GUARDRAIL_SECTION 2q STAIR DETAIL M 25 GUARDRAIL ELEVATION - 2 a q,p 5C ALF ,-i/>" - I'- 9111111 tib►' DURHAM ROAD '►-�? M q,p SCALE!3/4'*'-O" q,0 SCALE:3/4"=1'-n" q,p SGAL 3/4"=1'-U" Bl'1'?IIII I-1101168 -..i.�M r.-•._::4i.:«ice. NOTICE. IF THE PRINT Elf:TYPE ON ANY (11 11 IIIIIII IIIIIII VIIIIIII i l l l l I I I I I I I I I I I'1 I I f l I I I I I I I I L I I I I I I I L I I I h I+�I I I I I I I I I I i I�jI�I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III 1 I I I I I 11111111 I I I I�I T l�J(J C IMAGE IS NOT AS CLEAR AS THIS NOTIC'= I �.r I �'L -I - fI— -I 14L- I !�l I -_tel --I- !1---I 81 -- I - �l =--I �11 N.3#1 -+ --11 " a/►2 j v(�J IT IS DUE TO THE QUALITY OF THE _ -'-ORIGINAL DOCUMENT a�8- G B�G L�G 9�G s�G i i>G S� �G t�G �L �8t 8�i G�i 9�t 4t tt St Gt ii q1 6 18 L I 9 f S L toi�u� (II�Iill�l�►II��IIIIIII�III� II IIIIIII�IIII��IIIIIIiI�►II�IIIIIII�I�IIIIII�ILII iI IIIII�IIIIIII�IIiI!IiII��IIII��II�IIIIIIIIi_II�IIII_I�_I�I��I IIIIjII��I�IIII�I�I►�III�Ii�►Illllll�ll►IIIIII��I►GI��I�I�I�I�I�lll�lil�11��<<11W1111111111.1111111 II�I«� IIIA►NII r�. 5 :DIY ti:. fr ' r 5CHEDULED SINK - OPEN TO DELOW AT - EPDXY RESIN 3'4V 3' 3 I/2" / SINK GOUNTEKTOP d CABINET BELOW, TYP. BAGKSPLASH, IYP. 6A5/AIR., TYP. GA5/AIR, TYP. GAS/AIR, TYP. 701 I I d I I 6A5/AIR U \\ — UTILITY CHASE, — UTIL.ITY CHASE, UTILITY CHASE, — I BEYOND t3EYOND BE-7ONU \,\ AacN,TFCruae • iNrER Gas PLANNING _ EPDXY RE51N EPDXY RESIN EPDXY RE51N ` COUNTER, TYP.UTILITY COUNTER, TYP.UTILITY COUNTER, TYP.0 fILITY \,\ Q Ui ILITY GHA515, CHASE CHASE CHASE \ — — -•— BELOW POWER/DATA POWER/DATA POWER/DATA �t POWER/DATA \ I /i I I ♦ / / �.. 7 / \ \.•\\ � N C � n W rn v _ RN o or, 00 0000 —q GPLAM-I OR PLAM-2, - PLAM-I OR PLAM-2, PLAM-1 OR PLAIN-2, - W <MATCH CAPINET MATCH CABINET MATCF? CABINET WFACES IN ROOM, N FAGE5 IN ROOM, FACES IN ROOM, o SEE INTERIOR - SEE INTERIOR SEE INTERIOR ELEVATIONS, TYP. m N _ N ELEVATIONS, TYP. ELEVATIONS, TYP. \N - m z n °' G 1 N A �\ B C _j `' o q 22X36X25 22X36XIb 22X36X25 ` o p o zf" - BA5E-I, TYP. - BA5E-I, TYP. BA5E-1, TYP. i v' co S1nd N N 1/." L 1'-5' 3'-3" o G.L. G.L. itis' 1 TYPICAL STUDENT SCIENCE STATION ' EPDXY RESIN - EPDXY RESIN EPDXY RE51N �- EPDXY RE51N �� ---i ---�- G�1WER, TYP. COUNTER, TYP. GOUNrER, TYP. COUNTER, TYP. j PLAM-1 OR PLAM-2, �- PLAM-1 OR PLAM-2, PLAM-1 OR PLAM-2, jPLAM-1 OR PLAM-2, ' e MATCH C,ABINcT FAGES IN MATCH CABINET FACES IN MATCH CABINET FACES IN j' / MATCH CABINET FACES IN ROOM, SEE IN RIOR ROOM, SEE INTERIOR. ROOM, SEE INTERIOR / ROOM, SEE INTERIOR c ELEVATIONS, TYP. / ELEVATIONS, TYP. / ELEVATIONS, TYP. ELEVATIONS, TYP I-- — _717 HEAVY DUTY 4 -o HEAVY DUTY cv I m m GA5TER5, TYP. m m j CASTER-5, TYP. I —�-- -- I -- —� —— - -- n In .i CD O L_ 1 A A (3) EGtX36X�J B G C1i W/ L.OGK5 d CD Q O p C TYPICAL DEMONSTRATION TABLE _ Aq.lO 5GALE:1/2"=1'-O" cu Co -0 ■ = N r, M 04 !� Cu � o -- - --- 4 --- ��METAL LOCKER, TYP. ■� I -� Q � <H, - -.. ACOUSTIC TILE/GYP. b BOARD CEILING- SEE LOCKER DEFTi RGP FOR HEIGHT SEE SPEC. EXTEND FRAMING TO - WARDROBE - 2282 STRUCTURE ABOVE j LOGKER5 N / LOCKER N015E 0 TLA ISOLATION BUSHINGS % --WALL ASSEMBLY, BASE, B-X - -` — (BY LOCKER MFGR) WALL ASSEMBLY, SECURE LOCKER TO SEE WALL TYPES J OF SEE KALI "!PE5 CONT. FURRING '�� r_._ - - Gl'P. BOARD-- - --WARDROBE SEE WALL. TYPES LOCKERS BLOCKING AS 3/8" LOCKER / WALL A55EMBLY, OVERHANG �r-1RIM BY - - FACE C`= WAINSCOT REQUIRED I i SEE WALL TYPES - i LOCKER MPGR BELOW 5 WARDROBE - r _ - 1/2" PLYWOOD LOGKER5 ` I c / PLANS FOR LOGATiONS [� o --- SECURE LOCKER. TO :r - ---- BLOGKIN6 A.. i- CORNER GUARD BELOW. SEE _ \ 1 ° 00 � CUNT. FURRING � / REQUIRED ----- ��'�- - --- i - HARC�WOOD GAP TYPICAL STUDENT LOCKER ELEVATION 1 \ - LOCKER N015E ALIGN CORNER.. o q.iJ SCALE: 112 =I -O" ISOLATION B'J5HING5 -- g (BY LOCKER MFGR.) - TRIM BY LOGKER a` MFC-R. i "t q. LOCKER SOFFIT DETAIL 5 LOCKER BASE DETAIL 6 JAMB DETAIL LOCKER , WAINSCOT CAP CRNR k a y p l a n q IQ SCALE: 1-112" = 1'-0" `i.10 5GALE: 1-1/2" = 1'-0" q,10 5CALE:3" = 1'-0" q.10 5C.ALE:3"=1'-0" fi 1 phase 11CONSTRUCTION DOCUMENTS 8'-0" TYF. iY - - - - - ----- - - cN g HARPHOOD GAP 3/4" -- - - date 02.23.04 -_ 2'-O" 2'-O'I ------ 1/8" RADIUS — revisions G - _ "s'_.. _ �--PAINT P-6 Al ---I/4" ROIJTERED 3 ' REVEAL REVEAL ) WALL ASSEMBLY - -- WALL ASSEMBLY - �` - - -- -- -- ----- HARD WOOD GAP-5EE SEE WALL TYPES SEE WALL TYPES o - - �— r' r 5PEGIFICATION5 FOR P45 -SEE SPE-65 FOR cV / FINISH TYPE 1/8" RADIUS ' °• �--- SEE INTERIOR - 4 - —�-u - ---- _— ELEVATIONS FOR WSGT i --- NOTE: AT RETURN TYPE - BASE, 5EF INTERIOR ENDS OF � ELEVATIOi 15 FOR WAIN5GUT/GAP-NOTGH project# 0205.4 c TYPE WAIN'_�COT AND OMIT" ��- I,'4" REVEAL, J RABBET IN WOOD GAP PAINT P-X, TYP. 5EE It�TERIOR SEE INTERIOR " EI-EVATION5 FOR " ELEVATIONS FOR INTERIOR Ah-- - � -- ,� 50 END OF GAP IS �� I/4 I/4 I 0 0'-0 v SOLID-CHAMFER CAP --- BASE, SEE INTERIOR W5GT TYPE W'��C T TYPE o A5 SHOWN ON DETAILS ELEVATIONS FG Z TYPE DETAILS 0 9.1 RUBBER WAINSCOT WAINSCOT 8 TYPICAL WAINSCOT ELEVATION _ _ a WOOD CAP (aD' WSCT 1� BASE WSCT 1, REVEAL DETAIL 12 REVEAL DETAIL A901 0 �G.10 ��GALE: i/2"=1'-0" q,l 5r-ALE: 3"=1'-O" x.10 SCALE: 3"=1'-O" .10 SCALE: Nor TO -,C.ALF q,ICJ SCALE: NOT TO SCALE w 9000 SW 1)URII ill It l) 1) 11►-i! lil'I''11I1J-11111161, NOTICE: IF THE PRINT OR T YPE ON ANY r�r 1 1111 i l i l Ii IMAGE IS NOT AS CLEAR A'3 THIS NOTICE, I I l 11111111 I�I I I �� `tl-I I �l �'l I•.-) 171 -I 8�- I- -_ I �1_ I I��I I I 111 I — �I 'TCS.;ti 1. I � I � IT IS DUE TO fHE QUALITY OF THE _ _ _ _ "__°'" __�__'= ' ORIGINAL DOCUMENT �1111111111111t'll -�o�E L B��L LL 9�7. L +�'L 8 L 8T 81 �LT 9 ��4T 6[ ��8TPjjTT�Tc�ll8f8I �9 �9 � 6I �S � IIIIIIIIIIII lllllllllllllllllllllllllll IIIIIIIIIIIIII IIII11111 1 IIII IIIIIIIII IIII�IIII�IIIIIIIII�II11111111111 IIIIIIIL''I�IIIIIIIIIIIIIIIIIII Illllllll�lllllllllIlllllllllllllllllilllllllllll�lllllllu II1111111W1ll!►ll IIIIIIIllilll111 lllll1�11 STRUCTURAL NOTES GENERAL FRAMING LUMBER 40a 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1998 "OREGON 1. GLUE LAMINATED MEMBERS - STRUCTURAL SPECIALTI' CODE" (1998 OSSC), AS A MINIMUM STANDARD OF PERFORMANCE. A. BEAMS AT CONCEALED SPACES - SPE,AES = D. FIR-LARCH 2. THE CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS AND ELEVATIONS ON THE Fb - 2000 PSI - DEPTHS LESS THAN 15", COMB 20F-V8 STRUCTURAL DRAWINGS WITH EXISTING CONDITIONS AND ALL OTHER DRAWINGS AND SHALL Fb - 2200 PSI - DEPTHS 15" TO 311', COMB 22F--V8 ARCHITECTURE - I N T E R I 0 R S P L.1 N N I N G NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES, PRIOR TO STARTING CAMBER = SPAN/400, EXCEPT AS NOTED STRUCTURAL DRAWING LIST CONSTRUCTION. B. COLUMNS Fc - 2100 PSI, [b = 2200 PSI, COMB 4 . THE CONTRACTOR SHALL COORDINATE ALL BRICK VENEER, OPENINGS, SLEEVES, INSERTS, C. USE WATERPROOF ADHESIVE ISSUE LOG DRAINS, SLOPES, DEPRESSED AREAS, AND RELATED EQUIPMENT WITH ALL OT;1ER DRAWINGS. D. MANUFACTURE PER ANSI A190.1-CURRENT EDITION, WITH THE ADDITIONAL REQUIREMENT THAT 4. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE SHALL NOT EXCEED 12 R. d t NOT INDICATE. THE METHOD OF CONSTRUCTION, UNLESS OTHERWISE NOTDD THE CONTRACTOR 2. FRAMING LUMBER GRADES - 1998 WWPA GRADING RULES - STRESS VALUES SHOWN ARE BASE O SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO PROTEA: THE STRUCTURE, WORKMEN MEMBER VALUES. ►'� a AND OTHER PERSONS AND PROPERTY. THE CONTRACTOR SHALL ENGAGE, AT HIS OWN EXPENSE, 2x4 STUDS N " - QUALIFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT (NON BEARING PARTITIONS) - ----------- CONST. GRADE, D.FIR/LARCH, S.DRY, Fb-10C) 04 w SAME AT JOBSITE. STRUCTURAL LIGHT FRAMING -- ----- - ------NO. 2, D.FIR/LARCH, S.DRY, Fb=875 -- - _ STRUCTURAL JOISTS & PLANKS N Y73 DESIGN LOADS (INCLUDES 2x6 & 2x8 STUDS) ----------- NO. 2, D.FIR/LARCH, S.DRY, Fb-875 w Z r n 4x & 3x MEMBERS ---------------------- NO. 1, D.FIR LARCH, S.GRN, Fb1000 q 141 a I. SOIL BEARING PRESSURE - 3500 PSF, PER SOILS REPORT BY URS DATED JAN 30, 2004. POSTS & TIMBERS ------------------------ NO. 1, D.FIR/LARCH, S.GRN, Fb-11200 2. ROOF LIVE LOAD - 25 PSF (DRIc ED SNOW PER 1998 OSSC CHAPTER 16 APPENDIX) •+�w�rws�.4x & 3X MEMBERS IN EXPOSED LOCATIONS SHALL BE FREE OF WANE 0 3 o 3. WIND LOAD - 80 MPH ,EXPOSURE B, 1998 OSSC AND SELECTED FOR APPEARANCE 1- a 4. UBC SEISMIC ZONE 3 U 5. FLOOR LIVE LOADS 3. PLYWOOD SHEATHING ---- NOTE ALL PANELS TO BE OF 5 PLY CONSTRUCTION (MIN) x o A MECHANICAL ROOMS - 60 PSF (REINFORCED LOCALLY) A. GRADES - 0 B. STORAGE ROOMS - 125 PSF 1. ROOFS -- ANY OF THE F'ILLOWING V) H N o D. CLASS ROOMS - 40 PSF 0. 5/8", "C-U PLUGGED", GROUP 1, INTERIOR APA WITH EXTERIOR GLUE O n E. CORRIDORS - 100 PSF b. 5/8", "UNDERLAYMENT" GROUP 1, INTERIOR APA W.TH EXTERIOR GLUE U 4 c SHEET NAME C. 5 8", "STURD-I--FLOOR(', GROUP 1, SPAN INDEX 20, INTERIOR APA WITH EXTERIOR GLUE --- i---- - -- - - STRUCTURAL ENGINEER-5 SPECIAL INSPECTION PROCR M 2. FLOORS PLYWOOD WITH PLUGGED FACE UP) i X S 1.0� STRUCTURAL NOTES 0cn GENERAL a. 3/4", "C-LY, GROUP 1, INDEX 48/24, INTERIOR APA WITH EXTERIOR GLUE i b. FLOORS NAILED & GLUED PER APA GLUED FLOOR SYSTEM. GLUE TO CONFORM TO _j 1. SPECIAL INSPECTION IS REQUIRED PFR CHAPTER 17 OF THE 1998 OREGON STRUCTURAL PERFORMANCE SPECIFICATIONS AFG-01• FOLLOW MANUFACTURES S?JECIFIC X S2.11 FOUNDATION PLAN/DETAILS - SCIENCE a o SPECIALTY CODE (OSSC). APPLICATION RECOMMENDATIONS. rn ! 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE 3. WALLS --- 1/2", "C-D", STRUCTURAL 1, INDEX 3206, INTERIOR APA WITH EXTERIOR CLUE X S2.21 FLOOR FRAMING PLAN/DETAILS - SCIENCE c M COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE B. NAILING REQUIREMENTS X S2.31 ROOF FRAMING PLAN/DETAILS - SCIENCE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REr'UIRING SPECIAL_ INSPECTION. 1. NAIL- SIZE -- USE 0.148 X 2 1/4" GUN NAIL (RG GRED TO AS 10d IN PLYWOOD NAILING C)FTAILS) 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT(OR ENGINEER) SHALL CALL 2. SPACING - SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS A PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, a. PANEL EDGES -------- 6"o.c. X S3.0 WALL ELEVATIONS & DETAILS CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION b. INTERIOR BEARINGS - 12"o.c.- WALLS & ROOFS REQUIREMENTS. - 10"o.c.- FLOCKS 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: c. GLUE LAM BEAMS, SHEAR COLLECTORS & ETC -- - 6"o.c. X S5.0 DETAILS A. ACKNOWLEDGE THE SPECIAL INSPECTION AND TESTING AGREDMENT PROVIDED BY THE 3. PROVIDE 2x SOLID 3LACKING AT PANEL EDGES OF WALL_ SHEATHING. LOCAL JURISDICTION. 4. SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE C. PANEL LAYOUT �� _.--�.._...�____-_________._- _____ _ __ APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO 1. LONG DIMENSION OF PANEL 10 BE PERPENDICULAR TO FRAMING, EXCEPT PANELS AT 4) WALLS MAY BE INSTALLED VERTICALLY. 6 TOTAL DRAWINGS THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF 2. END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. 3. MINIMUM PANEL WIDTH SHALL BE 12" - - - --- -- - - _----__-_-- -- - ---- C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER 4, EDGES OF ALL PANELS LESS THAN 24" SHALL BE BACKED BY BLOCKING (2x4 MIN SIZE). DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE 4. PLYWOOD UNDERLAYMENT CONSTRUCTION MtETING. A. GRADES - EITHER OF -HE FOLLOWING D• THE SPEI.IAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK 1. 5/6', "UNDERUYMENI" GROUP 1, INTERIOR APA WITH EXTERIOR CLUE a� REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S 2. 5/3 . "STIJRD-I-FLOOR(', CROUP 1, SPAN INDEX 20, INTERIOR APA WITH EXTERIOR GLUE KNOWLEDGE, IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS (INSTALL PLYWOOD WITH PLUGGED FACE UP) 4) AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. B. NAILING REQUIREMENTS 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: 1. qAL SIZE -- USE 0.131"0 x3 1/4" SCREW SHANK GUN NAIL (REFERED TO AS SCREW SHANK NAIL IN DETAILS) 0 A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 2. SPACING - SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS 24 HOURS BEFORE SUCH INSPECTION, a. PANEL EDGES -------- 6"O.C. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE A'!D EXPOSED b. INiFRIOR BEARINGS ---- 10"o.c. UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE 4. SHEATHING CONNECTORS SHALL_ BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. SPEC.1L INS?ECTOR AND APPROVED BY THE BUILDING OFFICIAL C. PANEL LAYOUT C. PROVID'_ THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED CONSTRUCTION 1. LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING, EXCEPT PANELS AT DOCUME JTS, INCLUDING SHOP DRAWINGS, AT JOBSITE. WALLS MAY BE INSTALLED VERTICALLY, D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL 2. END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 r"EEE. INSPECTOR. 3. MINIMUM PANEL WIDTH SHALL BE 12" 6. DEFINITIONS 4, EDGES OF ALL PANELS LESS THAN 24" SHALL BE BACKED BY BLOCKING (2x4 MIN SIZE). .L A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL 5. JOIST HANGERS AND FRAMING CONNECTORS e:• TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. DETAILS ARE SHOWN WITH SIMPSON "STRONG-Tlr. CONNECTORS. NAILING SHALL BE PER IC80 B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR iS ON SITE AT TIME RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICBG APPROVED LOADS. THE MAXIMUM GAP BETWEEN r � M INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL. INSPECTION END OF JOIST AND SUPPORTING BEAM SHALL BE 1/4'. IS IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. USE....."U" SERIES HANGERS WHERE 2x JOISTS FRAME INTO THE SIDES OF MEMBERS 7. TYPES OF WORK THAT REQUIRE SPECIAL INSPECTION "HU" SERIES HANGERS WHERE 3x OR 4X MEMBERS FRAME INTO THE SIDES OF MEMBERS 0 c j A. SOILS "HU" SERIES HANGERS WHERE 3 Illi" & 5 1/Er GLUE LAMINATED MEMBERS FRAME INTO THE CD 1. GRADING, EXCAVATION AND FILLING - REf FR TO PROJECT SPECIFICATIONS SIDES OF OTHER BEAMS, EXCEPT WHERE OTHER HANGERS ARE DETAILED L B. CONCRETE SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICBO APPROVED LOAD 1. PLACING OF REINFORCED CONCRETE - PERIODIC CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON "STRONG-TIE' CONNECTORS. O C 2. TAKING OF TEST SPECIMENS - CONTINUOUS 6. WOOD ABUTTING MASONRY OR CONCRETE 3. BOLTS CAST IN CONrPETE - PERIODIC A. SILL PLATES - PRESSURE TREATED - SEE SPECIFICATIONS 4. PLACEMENT OF REINFORCING STEEL - PERIODIC B. BEAMS ------- PROVIDE A 1/2 INCH AIR SPACE BETWEEN SIDES AND ENDS OF BEAMS AND rl 5. WELDING OF A706 REINFORCING STEEL FOR EMBEDS - LARGER THAN #5 -CONTINUOUS ANY CONCRETE OR MASONRY SURFACE. D. STRUCTURAL WELDING AND HIGH STRENGTH BOLTING 05 AND SMALLER - PERIODIC C.7, FABRICATION RRS PRESSURE OF TIMBER CONNECTORS TREATED OR BUILDING PAPER PER DETAIL AT FIRST SHEET O 1. FILLET WELDS EXCEEDING 5/16"- CONTINUOUS A. FABRICATION SHALL BE IN ACCORDANCE WITH 1997 EDITION "NATIONAL DESIGN SPECIFICATION 2. GROOVE WELDS - CONTINUOUS FOR WOOD CONSTRUCTION" 3. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16'- PERIODIC 1. A WASHER OR METAL PLATE SHALL 9E PROVIDED BETWEEN THE WOOD AND THE BOLT HEAD 4. FLOOR AND ROOF DECK WELDING - PERIODIC AND/OR NUT, cn 5. WELDED STUDS - PERIODIC 2. LAG BOLTS p� 6. WELDED STAIR AND RAILING SYSTEMS - PERIODIC a. LEAD HOLES FOR LAG BOLTS M 7. WELDING OF A706 REINFORCING STEEL FOR EMBEDS - LARGER THAN #5 - CONTINUOUS SHANK PORTION = SHANK DIAMETER 'a LO - #5 AND SMALLER - PERIODIC THREADED PORTION = 70% OF SHANK DIAMETER � � � L' &HIGH STRENGTH BOLTING- PERIODIC b. LAGS BOLTS SHALL BE INSTALLED USING A PROPER WRENCH CV G. OTHER 8. NAIL LAMINATED WOOD COLUI•A`4S 1. ADHESIVE ANCHOR INSTALLATION PER ICBO EVALUATION REPORT OR EQUIVALENT - CONTINUOUS A. PLYWOOD FILLERS TO BE FULL WIDTH OF STUD AND FULL DEPTH OF BEAM 2. EXPANSION ANCHOR INSTALLATION PER ICBO EVALUATION REPORT OR EQUIVALENT - CONTINUOUS B. NAIL LAMINATED AT EACH PLY WITH 16d O 12"o.c.AND BOLTED TOGETHER WITH 5/8" DIAMETER BOLTS AT W-O"a.C.MAXIMUM WITH THE FIRST BOLTS A MAXIMUM OF 12" FROM 0 EACH END OF THE COLUMN. HANGING OF SPRINKLER LINES AND OTHER EQUIPMENT C. NAIL PLYWOOD WALL SHEATHING TO COLUMNS WITH 8d O 12"o.c.EACH EDGE. D. NO NOTCHING SHALL BE ALLOWED. U) -p SPACING OF SUPPORTS FOR THE SPRINKLED, LINES AND OTHER EQUIPMENT SHALL BE SUCH THAT THE 9. COMPOSITE LUMBER AS MANUFACTURED BY TRUS JOIST p Q cc MAXIMUM HANGER LOAD AT JOISTS OR BEAMS IS LIMITED TO 150 POUNDS. HANGERS FOR THE A. (AMINATED STRAND LUMBER (LSL) " ` © 1 SPRINKLER LINES SHALL NUT BE LOCATED AT THE SAME MEMBER AS HANGERS FOR OTHE" ITEMS. 1. MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES UNIFORMLY THROUGHOUT THE t.NTIRE COMMITTEE REPORT NO. NER-481 FRAMIN(; "YSTEM. 2. MODULUS OF ELASTICITY ... E = 1,500 KSI WHERE SPRINKLER LINES OR EQUIPMENT ARE PARALLEL TO THE JOISTS, DISTRIBUTE 3. BENDING STRENGTH ... Fb = 2250 PSI WEIGHT OF PIPE AS FOLLOWS: 4. SPECIES ... ASPEN N ' S H K'A N B. PARALLEL STRAND LUMBER (PSL) PIPE WEIGHT (I CLUD,E$ WEIGHT OF_&TER) MINIMUM SLED 1. MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC LESS THAN 7.9 POUNDS PER FOOT ----------------- ONE MEMBER COMMITTEE REPORT NO. NER-481 DEAN BETWEEN 7.9 /ND 16.4 POUNDS PER FOOT -------- -- TWO MEMBERS 2. MODULUS OF ELASTICITY ... E = 2,000 KSI OVER 16.4 POUNDS PER FOOT ----------------- - APPROVAL OF STRUCTURAL ENGINEER 3. BENDING STRENGTH O = 2900 PSI ENGCONINEERS SLTING AND STRUCTURAL111119 4. SPECIES .,. DOUG FIR/LODGEPOLE PINE ENOINlEItf LING[111! � STRUCTURAL STEEL PWLAW MOON IM NAILING SCHEDULE 3N SW WASHWTON S slmE 120 TEL SM.V.W FAX 50"?3 5690 1. ALL STRUCTURAL STEEL WORK SHALL C01''f'O;-M TO THE REQUIREMENTS OF THE "AISC MANUAL OF STEEL CONNECTION NAILIN CONSIRUCTION". JOIST TO SUPPORT - TOE NAIL ---------------------- 3 - 8d 2. STEEL PLATES, SHAPE: AND RODS - AS-'o :k BRIDGING TO JOIST - TOE NAIL EACH END •------------- 2 - 8d 13 �R'4G 7. ALL WELDING PERFORMED BY CERTIFIED J4:Lf; ? , ')SING E-70XX ELECTRODES. BLOCKING TO JOIST -- TOE NAIL EACH END ---- -------- 3 - 8d /•��Q PROFF�� 8. WHERE WELD SIZES ARE 140T INDICArEr). 051:. !'iF FULLOWING AS A GUIDE: BLOCKING TO PLATE FIR BEAM - TOE NAIL ------------- 3 - 12d A. GROOVE WELDS - FULL OF PLATE THICKNESS 2" DECKING TO SUPPORT - BLIND & FACE N/'JL --------- 2 - 16d C� B. FILLET WELDS - UNLESS 007D 1/11F." N41N SI'.E STUD TO PLATE - TOE NAIL --------------`--_-__---- 4 - 8d p �-IONS Al 9. BOLTS OR - END NAIL 2X6 & 2X4 STUDS - 3 -- 16d AE B R G VpC�/IA 0 L V S �„ 1 A. STEEL TO STEEL CONNECTIONS - A.'-;"TM A':_5 (B!_;A oNG TYPE CONNECTION WITH TI•;READS AND - END NAIL 2X8 STUDS -------------- 4 - 16d oxaooN ` AL.LOWI D IN ?.;r_ SHEAR 'LA"4C MULTIPLE STUDS OR LAMINATED COLUMNS - .=ACE NAIL ---- t6d O 12"o.c. AB ANCHOR BOLT EA EACH JST JOIST SAC)SEE ARCHITECTURAL DRAWINGS �� '?'tr N v B. ALL OTHER - ASTM A307 F�I;riVl.,•r 4ASHEk UNDER HEAD AND NUT AT ALL WOOD CONNECTIONS TOP PLATES - FACE NAIL --•----------- ------ 16d O 12"o.c. ADDM ADDENDUM EB EXPANSION BOLT JT JOINT SCH SCHEDULE �tY C. ANCHOR BOLTS - 3/4" DIAMETER, >•STkj F i 55:A, GRADE 36, MINIMUM EMBEDMENT 12" TOP PLATES - JOINTS & INTERSECTIONS - FACE NAIL ----- 4 - 16d EACH F.ND ALT ALTRENATE EF EACH FACE SECT SECTION <O L QdS Cj 1" & LARr;E`•< DIAM�'1=R, ASTM F1554, GRADE 36, MINIMUM EMBEDMENT 18" LAMINATED HEADER -- FACE NAIL ALONG EACH EDGE ------ 16d O 12"o.c. ALUM ALUMINUM EJ EXPANSION JOINT Lbs POUNDS SF SQUARE FEET �_-� D. ALL BOLTS AND ANCHOR BOLTS - C' J THREADS ARE REQUIRED JOISTS, LAPS OVER SUPPORTS FACE NAIL --- -- 4 - 16d (4-12d) APPROX APPROXIMATE EL ELEVATION LH LEFT HAND SHT SHEET EXPIRATION DATE:- c 0 05 BUILT-UP CORNER STUDS ------------------------- 16d O 12"o.c. ARCH ARCHITECTURAL ELEV ELEVATOR LL LIVE LOAD SHTG SHEATHING 10. PAINT AVG AVERAGE EN EDGE NAILING LLH LONG LEG HORIZONTAL SIM SIMILAR A. ONE COAT SHOP APPLIFr) ;"_7 INHIBITING PRIMER ES EACH SIDE LLV LONG LEG VERTICAL SQ SQUARE B. NO PAIN1 ON SURFACE TO BE EME!EOD'CD IN CONCRETE. NAILING SCHEDULE AND THE STRUC,uRAL DETAILS ARE BASED ON THE USAGE OF "COMMON" WIRE BF BRACED FRAME EF EACH FACE LSL LAMINATED STRAND LUMBER SPECS SPECIFICATIONS 11. GROUT ... COMFORM TO A 'M C11'/ GRADE A & CORE'S OF ENGINEERS CRD 0621 NAILS, EXCEPT THAT 16d "SINKER" NAILS 0.148" DIA x 3-1/4" MAY BE USED WHERE 16d IS ( ) BLDG BUILDING EQ EQUh LVL LAMINATED VENEER LUMBER 55 STAINLESS STEEL USE IN STRICT COMP, AN,^.E WITH MANUFACTURER'S WRITTEN DIRECTIONS SPECIFIED. IF "GUN" NAILS ARE USED, THE CONTRACTOR SHALL SUBMIT NAIL DATA FOR REVIEW PRIOR BLKG BLOCKING EQUIP EQUIPMENT STD STANDARD 12. POWDER ACTUATED FASTF�!�.,�, (F-AF) -- AS MANUFACTURED BY HILTI INC. AND INSTALLED IN TO BEGINNING CONSTRUCTION. BM BEAM EW EACH WAY M.AX MAXIMUM STGD STAGGERED ACCORDANCE WITH (CBO f--PORTS NO. 1290 & 2388. MAXIMUM SPACING AS NOTED IN DETAILS. BO BOTTOM OF (E) EXISTING MECH MECHANICAL STL STEEL FASTENERS BY OTHER MA'•IJFAC rURERS MAY BE USED PROVIDED THEY HAVE EQUIVALENT ICBG POC BOTTOM OF CONCRETE EXIST EXISTING MEZZ MEZZANINE STIFF STIFFENER APPROVED LOAD CAPACII iS. SILL PLAjFS AND ANCHOR BOLT SPACING BOD BOTTOM OF DECK EXT EXTERIOR MFR MANUFACTURER STRUCT STRUCTURAL A. WOOD TO STEEL CONNECtIONS -0.177 INCH DIAMETER, SPACING = 24%.c.MAX BOF BOTTOM OF FRAMING MIN MINIMUM SYM4 SYMMETRICAL B. WOOD TO CONCRETE CONNECTIONS - 0.145 INCH DIAMETER x 3" LONG, SPACING = 32"o.c. 1. PRESSURE TREATED .... SEE SPECIFICATIONS BOS BOTTOM OF STEEL FDN FOUNDATION MISC MISCELLANEOUS K 1 y P I a n 13. EPDXY ANCHORS --- C'AMETEF; AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS. 2. THE SILL PLATES ARE TO BEAR FULLY ON THE TOPS OF THE FOUNDATION WALLS. THE TOPS OF BOT BOTTOM FIN FINISH MO MASONRY OPENING T&B TOP AND BOTTOM SOLID BOND HST •200 ADHESIVE AS "AANUFACTURED BY ADHESIVES TECHNOLOGY CORPORATION AND ALL FOUNDATION WALLS SHALL BE SMOOTH AND LEVEL. THE TOPS OF FOUNDATION WALLS SHALL BRG BEARING FLR ?LOOR (ING) MS META_ STUD T&G TONGUE AND GROOVE , 8E CONSIDERED LEVEL WHEN THE MAXIMUS, DEVIATION FROM GRADE IS -/- 1/8 INCH AND THE INSTALLED IN ACCORDANCE WITH (CBO REPORT N0. 4398. OR SET-HIGH STRENGTH EPDXY AS BRK BRICK FO FACE 0 MTI, METAL_ TEMP TEMPERATURE MANUFACTURED BY SI�;PSON STcJNG-TIE AND INSTALLED IN ACCORDIdVCE WITH ICBG REPORT N0. DEPRESSION BETWEEN HIGH SPOTS IS NOF GREATER THAN 1/8 INCH ALONG A 10 FOOT STRAIGHT EDGE. BTWN BETWEEN FOB FACE OF BRICK THK THICK (NESS) phase '�, OCUMIENITS ONSTRUCTION 3. THE SPA.;ING AND SIZE OF ANCHOR BOLTS SHALL BE AS SHOWN IN DETAILS, CUT THREADS FOC FACE OF CONCRETE N/A NOT APPLIC'kBLE TN TOE NAIL --ER 5279. REQUIRED AT ANCIIOf� BOLTS. FOF FACE OF FINISH NIC NOT IN CONTRACT TO TOP OF � j 14. EXPANSION ANCHORS -- DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS, 4. LOCATE AN ANCHOR BOLT AT 6" MINIMUM TO 12" MAXIMUM FROM ENDS OF EACH PIECE. CIP CAST IN PLACE FOM FACE OF MASONRY No NUMBER TOC TOP OF CONCRETE _ �1_--_�_ I KWIK BOLT II AS MANUFACTUREC BY HILTI INC. INSTALLED IN ACCORDANCE WITH ICBG REPORT -- NO. 4627, 5. EACH LENGTH OF PLATE. TO HAVE A MINIMUM OF TWO ANCHOR BOLTS. CJ CONTROL- JOINT FOSH FACE OF SHEATHING NOM NOMINAL TOD TOP Or DECK (ING) 6. INSTALL EXTRA ANCHOR BOLTS AS REQUIRED, WHERE PLATF IS CUT OR NOTCHED. (1, CL CENTERLINE FOS FACE OF STUD NS NEAR SIDE TOM TOP OF MASONRY date 02.23.04 7. SILL PLATES SHALL NOT BE DAPPED AT BOLT HEADS. CLG CEILING FOFW FACE OF FOUNDATION WALL NTS NOT TO SCALE TOPL TOP OF PLATE ----- CAST IN PLACE CONQgET 8, BOLTS TO BE ASTM F1554, GRADE 36 WITH STANDARD BOLT HEAD OR 90' HOOK CLR CLEAR FT FEET (N) NEW TOS TOP OF STEEL reVI8100S-- WITH 4 (BAR DIAMETER EXTENSION IN THE EMBEDDED PORTION, CMU CONCRFTE MASONRY UNIT FS FAR SIDE TOW TOP OF WALL --I. ALL CONCRETE WORK SHALL CON70RM TO THE REQUIREMENTS OF ACI 301-99, COL COLUMN FTG FOOTING O.C. ON CENTER TS TUBE STEEL SPECIFICATIONS FOR STRUCTUR/1 CONCRETE FOR BUILDINGS'. REQUIRED EMBEDMENT CONIC CONCRETE FP FULL PENETRATION OD OUTSIDE DIAMETER TYP TYPICAL 2. STRENGTH - F'c - 3000 PSI C 28 DAYS ALL OTHER DIAMEIE$ 1.F.Q.Qr' _...SILL PLATES & COLUMN TOPS -- --- 3. REINFORCING STEEL - ASTM At'15 G / �S" CONN CONNECTION OH OPPOSITE NAND RADE 60 3 8" 4 6 GA GAUGE OPNG OPENING UBC UNIFORM BUILDING CODE - - ASTM A706 -- ALL REINF TO BE WELDED 1/2" 4" 6 CONT CONTINUOUS GALV GALVANIZED OPP OPPOSITE UON UNLESS OTHERWISE NOTED 4. THE RCUGH0ED SURFACE SHOWN AT HORIZONTAL CONSTRUCTION JOINTS LIEANS THAT THE SURFACE 5/8" 5" 7 COORD COORDINATE GL GLU-LAM SHALL BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH. THE 3/4" 5" `/ CP COMPLETE PENETRATION GYP GYPSUM PAF POWDER ACTUATED FASTENERS VERT VERTICAL ALTERNATIVE WOULD BE A KEYED JOINT OF ACCEPTABLE SIZE, 7/8" 6" 8 CSJ CONSTRUCTION JOINT PL PLATE VLF VERIFY IN FIELD 5. MIN.MUM REIN`-ORCING REQUIREMENTS - UNLESS OTHERWISE NOTED 1 7" 9 CSK COUNTER SINK HD HOLD DOWN PLOD PLYWOOD A. '20VIDE CORNER BARS AND 42 BAR DIAMETER LAP SPLICES. CTR CENTER HDR HEt.')F_R PNL PANEL w/ WITH B, STAGGER HORIZONTAL SPLICES. AT FOOTINGS AND FOUNDATION WALLS STAGGER LAPS AT HORIZ HORIZ6NTAL PP PARTIAL PENETRATION W/O WITHOUT LEAST 5 FEET. DBI DOUBLE IISB HIGH STRENGTH BOLTS PRT PRESSURE TREATED WD WOOD C. FRAME OPENINGS WITH 2-#5 BARS EXTENDING 2'-6" BEYOND EDGES PLUS 4-04 x W-O" O 6" DEMO DEMOLISH HT HEIGHT PSF POUNDS PER SQUARE FOOT WP WORK POINT - o.c.DIAGONALLY AT EACH CORNER. DET DETAIL HVAC HEATING VENTILATING & AC PSI POUNDS PER SQUARE INCHES WS WELDED STUD project# ND432,00 6. MINIMUM CONCRETE COVER FOR REINFORCEMENT DIA DIAMETER PSL POUNDS PER SQUARE INCHES WT WEIGHT ------- A. CONC'.ETE CAS F AGAINST EARTH .., 3" DIAG DIAGONAL ID INSIDE DIAMETER P/T' PARALLEL STRAND LUMBER WWF WELDED WIRE FABRIC B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER ... 2" DIM DIMENSION IN INCHES C. CONCRETE N01 EXPOSED TO WEATHER OR IN CONTACT WITH GROUND DL DEAD LOAD INFO INFORMATION R, RAD RADIUS YD YARD STRUCTURAL_ NOTES s ' BEAMS AND COLUMNS ... 1-1/2- DN DOWN INT INTERIOR REF REFERENCE SLABS, WALLS AND JOISTS .... 1 DO DITTO (SAME) REINF REINFORCEMP4 r DTI DETAIL REQD REQUIRED DWC DRAWING REV REVISION RH RIGHT HAND RO ROUGH OPENING sino 9000 SW DURHAM ROAD I1-32 111112004=00068 NOTICE: IF THE PRINTORTYPE ONANYIt�tlr Ili IIIIIIi i�1ll 11�LIfItI1 II1I1I-IIT1T I11111flIllr I IJIIII1 1�11'IT11(Iltit IIIA�I�I�I�r�L rI1�1 II�TIi�I lull�I�IIt1I1iII I11 T111III,rpr �UU 11T'lII !IIII�I III I I '�" I IMAGE IS NOT AS CLEAR AS'T HIS NOTICE --- �-11_T I --_`-'1 I I I I I 1- -- �1-_- - I I-- -�I . I I -��1 _ 1 - I 'd a vk � 5 IT IS DUE TO THE QUALITY Or=THF: "" ORIGINAL DOCUMENT IIs I T �j I I I 8 VIII I III �9 �� ;11 ►►II ��►� ►1-1III ►I�I �1►I,� ►�I ,�i �II� 1, I► l��II �II�� I �� ► ,►� lf ��►I►, ��tI��I �'�I�t �� t�� ►��►►� �� ►�t��► ��► ►�►ILW I l�l�� Ul►Illllilla1W1 StlllWlllULLI►��IIIS� 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 i _ 17'-6"t 19'•-0"t T.O.W. GL 5 1/9"x15" 18'-0"# T.O.W. ARC HI!E(.TJRF. � INlERIf)RS �,ANNING / GL-5 1/6-00 1 2'. GL 555 $ x15 15 / / &31 (4) i�5 O EA, ENG OF WALL GL 5 1/8"x 10 1/2" � 1 (2) ir5 EACH END OF WALL - - 2 - 1 S2.31 S2.31 S2.J1 - 11 11'� 1 15 S2J1 2 S2.i1 5'-U AFF_ S2.21 I 15 1/8-0j ' w rn i 0 -- 5'-0" AFF Y " GL 5 1/8"x10 1 r GL 5 1 x 15" - 90' HOOK AT END OF HORIZ BARS TYP / / w c / GL 5 1 8"x10 1 2" I CS2 - 90' HOOT. AT END OF HORIZ BARS `(P OS221 X11 7 W1 U2.21 a22} I 12" CMU WALL w --8" CMU w/ 5 032"o.c. a 4 6 016"o.c. VERTICAL VERTICAL do �2) #4 048"o.c. (E) 2x6 STUD WALL 012) #5 032"o.c. HORIZONTAL � I (E) B" CONC WALL1 1111 11 11 1 I HORIZONTAL = 1. c" O r' (V K • v op - - -7'-Q' FF --0 -- -- - _T�8" FF_� J T E) TUNNEL - --- `_- O J z N o II (E) TUNNEL = _ 1 � 3 ,o I N C O! 1(7 20 _ WALL ELEVATION _ 2 WALL ELEVATION S2. 11 1/e„=1 ,-•0„ _- S2, 11 1/s11=1'-0" (2) #4 CONT � �(E) 6"CONC. WALL E-A GRID 3 1J-0- 8" �- (E) CONC SLAB 8 4• kL) 8"CONC. WALL �!/ A4 016"o.c. (2) 05 VERT AT END OF WALL 7 - - - " g X14 CON'.-�.. I I {�4 016"o•c. �p 12" CMU WALL w C 4N 016V-B. b (E) STUD WALL 6 X11 bo.c. VERT. AT (L WALL / I t2) X15 032"o.c. HORIZ. a F.F. - - -- � J ---'--- � 5 x '-8" EPDXY W 5 032"o.c. VERT AT It WALL 0--� b 2 E 0 DOWEL 032 o.c. 4 � 9" !:MU WALL � b F.F. (2) 4 HORIZ w/ 90' HOOK 012) #4 OWo.c. HORIZ (2) {�5 CONTINUOUS • (4) DOWELS 08"o.c. AT 5'-0' A.F.F. (2) iy4 CONT I � N (2) 04 CONT. 1'-0 --� "� E CONCRETE SLAB Q I, 8' CMUL (E) CONC. SLAB ( ) SECTION AT STAIR 7c E ALTERNATE CURB - / HANDRAIL SLE' iE T� (E) 8"CONC. WALL (2) X14 CONT -(E) 8"CONC• WALL 7 (E) CONC SLAB 8" CONC, WALL 7-�' - - - -- - 4) #6 VERT AT END OF WALL �� e � L-- --: { CD �E S.O.G. - X14 016"o.c. . CD ( 5 0 7S.O.G� z E�-D TOP & BCIT0 1 X15 016"o.c. Q �'..i u; •I N tO TOP AND (n I I .�� iv BOTTOM 4" CONC. SLAB (9) co �14 016"o.c• q" w/ {�4 016"o.c. EACH WAY : " ___ _ 'b ch 4 CONT. __ - N --- TOP AND ` c� ---- BOTTOM \� -� #5 x2'-6" EPDXY DOWEL 032"o.c. d (2) #5 HORIZ w/ 90' HOOK (4) DOWELS 08"o.c. AT 5'-0" A.F.F. (3) X15 Tor AND O r �� 60TTOM 5" _--EQ-- EQ 4 CONT. (2) #4 CONT _ k k ) +M 12" CMU WALL 2-o" ----- -- 8'=�- ------------ Q V � - LL= Q v� 19 DETAIL 15 D ETAI L 1 1 D ETAI L 7 D ETAI L 3 DETAIL c 52.11 3/4"=1 '-0" 52.11 3/4,._1 ,-0,. 52, 11 3/4,.=1 ,-0" 52,� 1 3/4"=1'-0° 3/4!'=1 '_0" . f S2.11 � -4--a CIO ' (2.8 6.3) 9.8) (136) 15 'C c L '� �"� cu N cu 26'-2"t --- 40'-7# 44'-4' - - _ - Il- 42'-2" 42'-1" = O') E- - ----,^*r`^-z-rz �=, -- --,- ---- ---- - - ---- - ----- -- UE 8" CONC WALL-- - - -- - - -- - --- - -- - - - - - - - --- --- - --- - - ` L.. Q O' -- ., - ---- -r-` T . .. .,.------- --- - - - T cu Q 3 b w 3 al 3 a .I -rn I:I � b rn H- I J b 04 LIJ ( N I 1.1 I I --- -- - - I I 12 Zy r 20 � b b 11 S2.11 3 52.11 3 20 tv I 2152.,, -- 1;0 52.,, S1.,, sz I, i`; -.:.. ..... N 1f Irl K I A N -- - -, L)ZD 3I -6"t 3 a 31; 1 Iii DEAN P`r I CONSULTING AND STRUCTURAL ENGINEERS SINCE 1011! a,-0" (E) CONC SOG ,_cr 3w SW WAsHMTON STRUT SLATE 720 I; I +1 RUC-UR / ,1r( ' W �.. I b / 1 1 I'I I�'I \� INC� 1 4 / D PRO[,\ I QS'f 2 � S3.0 • II 1 L-------- _ jr r - --- ----- - -- -- ----- - .._ .. --_ - -- ORSO L - E TUNNEL DEPTH 4'-8"t VERIFY I''I I o Q^` - _ r J L.- _____--_.-._-...- - --_._ •-- -. - _.L. _'=-'-'?�•e.._'_T'.- .T '..TT'� :Tri- 7 ; ; 2x8 STUD WALL A80VE a- - -._--.- ----- _- ------ _ - - --- - - -^- ------------ . _.--_ - - - --- --- ---- ---------- ---__- s EXPIRATION DATE: B-_30-OS p WALL T 0 ELEVATION �+ ?+ _ ► .I ; ; II � w I , , 11 II i,l I l -J - --- s _-- A" CONC WALL - _ _ -_ _ _(� 8" CONC WALL I t --- - -- _-- _. _- _..__.--._- _ - .- ..'„_'f. ;.''•'^"..o.__i�T' - .".-^'=rt^T-sv :� !-„ .a .tr• - r.- c -i C N -F = I� , _ _` -I I - - - �-- ---- ----------- -------------;-4------------------,..._-_._ I I ;I ( I II K e y P l a n _.WALL 9 ELEVATION phase CONSTRUCTION I I I 7'-6"t . P -� _-- 1 F.F. ; i DO��J�. , r ' I ELEY PIT I •� I r- I ' I' ,' I I I' I� I±.� `I ]rte-.- ------- ' date 02.23.04 19 1 15 � NOTES: II I r lo-_ - - - _�J ; r - - - - _-_ _-_ _ _ - _ _-_-- - - - - - - - - - - - - - - - - •- - - = - - - - -=-_ _ __ JL _ - - - - - - - =- - --- - - - - _ - - _ _ _ _ - - _ � --- r' I --- - -- S2.11 92.11 --- _�.i 52.11 I _. revisions J -2' �_ ___-- r 1.- - - ---- II ! � ; _1__ - �iF -;) r fir- ------------- ---- ---•� f`•�.•�� -_- I. DIMENSIONS AND CRIDS TO FACE OF WALL - 11 II III I EXCEPT AS NOTED, CON SLAB w/ I I -------__...----------- 4 O1 o.c. EA. WAY r 2. C � INDICATES CMU WALL. SEE PLAN FOR THICKNESS. _ I III IIQ 4P do I 3. INDICATES EXISTING CONCRETE WAI_I_, � _ - - j ; ' L _ ...-I - - _ - --- -_ - ' I. I 'i +� SEE PLAN FOR THICKNESS. # ---- --=_:._- - - - - - - --- - -----. ;+ I •, -- - -- - _ ._- ---- - --_ __ 4 ❑ THE SYMBOL DENOTES A BUILT-UP WOOD COLUMN U.O.N. I ;I �' ;I I; I, II I I; li i; y �--------------- -_-•- - I %� I:I I REFER TO DETAILS ON SHEET S3.0. - _ "� I•'I I - - - -- - - 5. REFER TO DEMOLITION PLAN ON SHEET A1.11 FOR _1 r ;I I'"'I r "� 11 I; � - ,� H II H H- H --T--- -_ i� ADDITIONAL INFORMATION. I L-1-�� __� ��-� ^-`� 7-6„ o I d I, ! p ! II II o �;' o - - o o a o 0 o I o l J I I I I Ill project# I !VD432.00 ' I ' -�--- -i.�_ -�L.i.-l�__L.-----L_-L--,L.i. -L-..-L-�-�,-__L-._l_�._-L.-.�-----'---•'-_--1.6. I 6. �F - INDICATES FINISH FLOOR ELEVATION �_�-1 L. iU L....J I I L-J y I; i i, I I I I I I 7. INTERIOR BUILDING WALLS TO BE DEMOLISHED PROVIDE .I I. ;+ I. I I; 'I +I FOUNDATION ALAN LATERAL SUPPORT FOR EXISTING STRUCTURE. I I, .I II N I. ;, I; I I,I ''I r CONTRACTOR TO PROVIDE ADEQUATE SHORING FOR I SCIENCE it I it li it �� .I II ,�I L� LATERAL STABILITY OF BUII-.DING DURING CONSTRUCTION. 1 FOUNDATION PLAN - SCIENCE_ S2m11 �Sj2.11 1/8r1`1 ,.-0" 9000 SNS u�lkn ` M RO. 1) 12-32 I'3 t�P 200 t-001168 NOTICE. IF THE PRINT OR TYPE ON ANY r I I III III III i I I I I III I I I I I I I III III I I III III III I I, III III III l ii I I I I III III I I I I I I I I I I I I I I I I III III III I i�I��I I I III III I I I I I I I i I I I I I�I I I III I I I�jI I'I I I I I III I I I I I�I�I l C IMAGE IS NOT AS CLEAR AS THIS NOVICE, L_ I 111__-. -- 121 _ _I--_.I---�-I I-I�•-_I_-I_I_WilI 161.-I_-I I �--. I _ I-oL I I�h `�-.___L-1�___ J TCL 1 l_ 13 ITIS DUE TO THE QUALITY OF THE No.3e ORIGINAL DOCUMENT fi 8lT, 8t GQ L I L YL s �911111111T171 Zettillili'l F'lr,111�111 l T�II ,,11 IIIIIIIIIIIII IIIIIIII IIII IIII IIIIIIIII IIIIlI!�I III IIIIIIIII IIIIIII IIII IIILIIII_11111T 111 IIII�I I IIII illlll;' IIII IIII�I llllilll11�111 I l lllulllllllillli��llllllll i 10d 06'ox. EACH EDGE REPLACE(w%3 /4"THING PLYWOOD 2J) (2) #6 x 5'-0" LONG REMOVE (E) BLOCKING FOR A706 BARS - I MOVED JOIST AND REPLACE GL 5 1/6'05' GL 5 1/8x11 *----___ -- S» - B" CMU WALL (4) SCREW SHANK NAILS AT BLKG -(E) MOVED TJL JOIST r3 10d 06"o.c.- SCREW SHANK NAILS 0 6" o.c. EACH JOIST SPACE -- - 51T PLYWOOD � LSL SPLICE JOINT 5/8" PLYWOOD OVER TOP CHORD WHERE OCCURS � � � / -� 3 1/8'x9' LEDGER w/ 5/8"0 BOLTS 04'-0"o.c. (E) SHEATHING "� , -� � A4E;H1'ECTJRE • INTERIORS • PLANNING ' SIMPSON SOS 1/axs � i T • bor REWS 012"o.c. PLYWOOD FILLER 4 SEE 3/S2.21 - 2 -�- - -- - zr_� RE+AOVE (E IST_5'-0"± -, �: . -- ------ -- __ 5'-0" A.F.F. J.AfI AT �(E) TJL JOISTS O16"o.c. c CMU FALL -� -` A.F.F. = 17'-0"± BOD AT SIM (E) JOIST REPLACED BY GL BEAM -- - w r - - .I -_ (4) MI6 x F,'-0" LONG __ 4'-0" REMOVE (E) SHEATHING � x - - 2x6 LEDGER w 2 SIMPSON A706 BARS - - -- - - '� REPLACE w/ 3/4" PLYWOOD x � / ( ) GL 5 1/8"x15" '80 '� 1'-8" 1-9, o r SDS 1/4x3 1/2 SCREWS 11 is, \ \ (2) ROWS SCREW -- - -- MAX 10d 06"o.c. EACH EDGE �+ a 012"o.c. STAGGERED _ (E) TJL JOIST TOP CHORD r SHANK NAILS ui 3 1/8"02" LEDGER j NOTCHED GL 5 1/8"05" FF_ - 08"o.c. STAGG. _ `. - S,_A. .F. 3 Q a o zz� C�6 to (2) 16d EACH JOIST ! (E) 2x6 016"o.c _- 1 Z d J�I.-Cr �:Tlo 1 1/2"x5 1/T x4'-0" LSL Inu (E) STUD WALL7 1 1/2"x5 1 2"x8'-0" LSL ("_) t6d EACH END TYP rn z (3) 16d EACH JOIST SPACE V / / pJ�4 AT 12" CMU WALL J c 0 Ln SIMPSON HTT16 04'-0"o.c. 18z N10 NAILS S/8"O THREADED ROD (2) 2x6 STUDS ( '' ; N 1 1 x 1/Z'x4'-0" LSL GL 5 1/8x15" \ r#n C' w/ (6� T6d EACH SIDE OF LSL SPLICE JOINT (E) FLOOR JOISTS MOVED (E) TJL JOISTS 016"o.c. v. a � ' '20 DETAIL 12 _ DETAIL �s _ D ET/�,I L _ q D ETAI L -MOVE (E) JOIST EACH SIDE OF GLULAM 52.21 3/4"=1 '-0" 52.21 3/4"=1 '-0" �4 ?1 3/4"-1 '-0" 52.21 3/4"=1 '-0" 1/7� E-B 5/8" PLYWOOD V) �I 2 1/2" OVER (E) SHEATHING A 3 1/2" (E) 2x6 ST'* WALL / GL 3 1/8'x9" LEDGER w/ 5,'8"O THREADED ROD 032"O.C. (E) 8" CONC. WALL SECTION A-A ,L, 52.'11 SCREW SHANK -- (2) ROWS 1 SCREW SHANK / / �1�1� ' NAILS O 6" ox. NAILS O 6" ox. STAGG. T- / ! " I 5/8` PLYWOOD OVER � 1�) 5/8" PLYWOOD I CMU WALL 10d 06"o.c. (F_) SHEATHING SCREW SHANK NAIL----, ; 9 OVER (E) SHEATHING GL 5 1/8"x15" AT 3/4 PLYWOOD MATCH (E) PLYWOOD O 6" O.C. 1/2" GAP MAX 1Od 06"o.c. GL 5 1/6'x10 1/2" A -- Z" 4" 4" 1/ 1/2" GAP MAX I AT (E) SHEATHING 5'-0 ± -__�_-0'f __ r CUT SLOT FOR STEEL PLATE �_ -_ - ,� N 'a -_ _ � 8 _ -� -_- - AT E BOTTOM WOOD PLATE A.F.F. A706 BARS LOG M -- - A.F.r. A.F.F. A F.F. A.F.f. ( ) \_ ^ --- M -Till I I L - M r\ 2" 4" 4" /�4 4' PL 3/8x4 1/2x3'-4 1/2" M �♦_� ; O '� , GL 5 1/8"x10 1/2" r N 7 1/2- EACH SIDE w/(7) 1"0 BOLTS - - (E) 2x12 BLOCKING SI PON HU5.125/12 HANGER BOLT CENTERED A1' GAP ! 1/4 - �� GL 5 1/8x15" NOTCH TOP 1/4 - TYP. AT EA. M w 14 N10 NAILS INTO BLKG 6- (E) 2x12 016"o.c• GL 5 1/8x10 1/Z" VERIFY BLOCKING IS FULL 1-�- / ) AT (E) 2x6 PLATES 1/4Tf- /e BAR REMOVE JOIST AT GLULAM BAY WIDTH AT GL HANGER SIDE It 1/4x10 1/2x1'-5 1/2 / ch WHERE OCCURS (E) L4x4 LEDGER 1.6x4x3/8x7" LLV -� SIMPSON L50 EACH w/ (6) 1 0 BOLTS C w/ 5/8"0x5" LAG BOLT SIDE OF BEAM BRG R 3/4x5 1/4x3 EMBED It 12" CMU WALL (E) 26" TJL JOISTS 016"o.c. 3/4x8x1'-0 AT 12" CMU WALL Q (E) 2x6 STUD WALL 1 4 3/4x7x1'-0 AT 8" CMU WALL 0 (2) 2x6 STUDS �1/4 BELOW BEAM O U) 19 DETAIL (7�9 D ETAI L 1 1 D ETAI L 7 D ETAI L 3 D ETAI L t 52.21 3/4' 1 '-0" 52.21 3/4"-1 '-0" 52.21 3/4»_1 '-0" 52.21 3/40 -0'1 52.21 3, 4„_1'-0" �-•� Cu Cn � -o 0.4 12.8 6.3 9.8 13.6 N f i f L � 1 TYP WALL ANCHOR 1 SIM (Y GL 3 1/8"x9" LEDGER J50 04'-Cro.c, 4'-0" 4'-0' 55.0 O W/ 5/8"O THREADED ROD 048"o.C, `V E .,. _ _o GL 3 1/8"x9" LEDGER y lYl "'" o rn_ ON �111 � �11 l 1 h zo w/ 5/8"0 THREADED ROD 032"o.c. I o �"" 6 PLACES l-- F_ 3 5/8" PLYWOOD UNDERLAYMENT 3 b 52.21 I I I i 1'-4"f --- - GL 3 1/8"x12" LEDGER I I j 52,21 w OVER (E) DIAGONAL SHEATHING ``' I w 0 3! 1111 20 NAILED W/ 0.131 0 x 3 1/4" S2 21 2.0 N 3GLt3 1/8"x9" LEDGERN1 HK1AN SCREW SHANK NAILS 06" ox. S2.1152.11 EDGES, 10"o.c. FIELD. 12'1! (�i5.0 TMpO b DEAN p - - - J J I 5 CONSULTING AND STRUCTURAL 1n F ¢ -0"± Q r a SF.0 ENGINEERS SINCE 1919 w3 % A-FF. 7 z (E) 26" TJL OPEN WEB JOISTS 016"o.c. TYP WALL ANCHOR 31eswWASre�a1'UN6iE:f s�TL+zo i S2.21 04'-O"O.C. �%mE�u�exsWo�3n.,err ,n to 12 \ x r� 4 0 20 S2.� '80 bo w S2.21 vai $1RUCtUp,,k ! TYP WALL ANCHOR } J G~ I J � tNi�� O i I 04'-0 o.c. I - �` view �{ LS2xS2.21A �+ S2.2.1 oRls INFILL E) OPENING I 'GLS 1/8"x10 1/2" HDR- 1`�. �,y GL 5 1/8"x9" HDR IN 2x4 b18 O.C. _ __._ `�? G _-- 2 PLACES 0 L O� E HEADERS 2 PLACES - -- _ _. _. - � -�----�f_- - "�m'�, -..._-- - - -_ ------- EXPIRATION T. 6-30-0751 f GL 5 1/8 x15" HEADER L '�.1 GI. 5 1/8"x18" HtADER I w o 0 11 /'h1 GL 5 1/8"x10 1 H E GL 5 1/8">,9" HDR �`� r 11 = do S2.21 .. E 2x12 016"o.c. �� o S2,21 - - - - -- -- z (E) CON(, - - ---X - --- - - - - - , i SLAB to to ! r G�h r /-6S221 5 17 - TYP WALL ANCHOR r U w __ 5271 52.21 55.0 04'-0"o.c. u1 w T T I T T T _ T Ti 11 r.,11 7y ---- e. {_,, .r. •.,. K 6CE- y P I 8 0 J N - I I I --�-• (E) S �IR a phase CONSTRUCTION w 1, �UMENTS- date 02.23.04 revisions - INDICATES FINISH FLOOR ELEVATION. I 2. L INDICATES CMU WALL. SEE SHEET S2.11 FOR THICKNESS. 3. INDICATES EXISTING CONCRETE WALL. SEE SHEET S2.11 FOR THICKNESS. 4. ® THE SYMBOL DENOTES A BUILT-UP WOOD COLUMN U.O.N. _ o REFER TO DETAILS ON SHEET S3.0 FOR SIZE. - - \ \ - -_- -� I , project# ND432,00 _ FLOOR FRAMING PLAN 1 SCIENCE 1 FLOOR FRAMING PLAN - SCIENCE __ S2n2l 52.21 1/8,0=1 '-0„ �►nuu tiN% ut'ii.n int lu►,+, ) 13-32 Bi 11'2004-11111168 NOTICE: IF THE PRINT OR TYPE ON ANY rll I r III III III Ili III I-i ill III ! ! ! !1111 Ilrlrlr III Ilt ISI III), I ISI III 11t Ili iii II! I(! I I III !II II! I I II! 1(11 !II I I tll II!'lll II! III II! Illlllirlll I I VIII II l l i I i i I iII i i I I I g I i i I i �I i I ► i Io I _lam !_ I .T I i , X00 5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I m ae -�srr IT IS DUE TO THE QUALITY OF THE _ ORIGINAL DOCUMENT ti; L 9�GL��Z9jLL6 Z 1Z �Si�6 �L 8[t F,I, L�t til A ►t S tL t t�t a�i �8I Tigi, II IIII IIIIIIIIIII!IIIIIIIIIIII IIIIIIIII III�III IIII�IIII IlllllI I IIIIIIIII (IIIIIIIIIIIIII►III IIIIIIIIIIF, IIIIIIII IIIIIIIIIIIIIIII III! IIIIIIIII IllllllllllllllllllllllllllllllllllllIIIIW�i�l llli�lililllllltllllllll!ll �lll llll��IIIIINII , REMOVE AND REPLACE - 4'-d' (E) PLYWOOD 2.8) EACH�EDGE 2� -0-'t 2'-0"t (E) PLYWOOD 1 1/2"x5 1/2" LSL BLKG TYP (4) 10d AT BLKG I T.O.W. TIGHT AGAINST PLYWOOD-� / EACH JOIST SPACE i (2) ROWS 10d 06"o.c. tOd 06"o.a LSL SPLICE JOINT Goa STAGGERED (E) PLYWOOD GL 3 1/8"x9" LEDGER ARCHITECT•URt •INTERIORS PLANNING CUT (E) PLYWOOD & REPLACE RENAIL W/ 10d NAILS 06"o.c. (E) 5/8" PLYWOOL INTO (E) JOISTS AT EDGES 2'-0" 2'i0' _ _. ,. VAR"IS GL 5 1/80 5"-'j \_(E) TJL JOISTS 024"o.c. VARIES _® - - - - _ - - ---- - 8.0.0. r _ -� REMOVE (E) JOIST ROOF JOIST REMOVED •i o r 4'-0" REMOVE AND RFPL.+CE w 8' .,SIU WALL- 'f - -- (E) PLYWOOD Y v (2)" ROWS 10d 2'=0*MAX - 2'-0"MAX 1Od 06"o.c. EACH EDGE w i 1 K Y 06 o.c. STAGG. (E) PLYWOOD w F (E) 2x 10 016'o.c. GL 5 1/8"x 10 1/Y _ (2) 16d EACH JOIST 4 REMOVE JOIST AT GLUCAN WHERE OCCURS t'-6"t ----- 1 '/Y x5 :/Y x4'-0't LSL - p 1 1/2"x5 1/2"x8'-O' LSL " . #3 HAIRPIN� /3) 16d EACH JOIST SPACE N r z � SIMPSON HTT16 04'-0"o.c. I '' (i8) N10 NAILS do 5/8"0 A.B. cL 5 1/ex1r y 1 1 x5 1/2"x4'-Q' LSL ; N >I w/ t/6 16d EACH SIDE OF LSL SPLICE JOINT (E) TJL JOISTS 01E"o.c. �) ROOF J01'�TS MOVED � vi � MOVE (E) JOIST TO EAC SIDE OF GLULAM o "' rl6 DETAIL (�l2D ETAI L 4 DETAIL 52.31 3/4..=��-p" 52.31 3/410 V-0" S2.31 3/4"=1 '-p.. 6 GL 3 1/12-02- PLATE w/ S2.21 I 5/8"0 ANCHOR BOLTS 032"o•c. T - LOCATED AT OUNTFRSINKCENTER2O C U 4) BOLT CENTERED AT GAP- _ / (E; PLYWOOD S22;jSIM CUT (E) PLYWOOD do REPLACE O 16 (E) 5/8" PLYWOOD / GL 5 1/8"x16' GL 3 ,/8" PLATE 2 ROWS 10d NAILS 06"o.c. RENAL W/ 10d NAILS 06"o.c. S2 j1 /2" GAP MAX t a" 4" 11 2" INTO (E) JOISTS AT EDGES E 1/Y GAP MAX �_ - _ - - --. __ - VARIES GL 5 1/8"x10 1/2" _ A 2' 1 1 ? - -- - AUT SLOT FOE'; STEEL PLATE AT (E) BOTTOM WOOD PLATE i . -_ ! i B.O.D. 101 E 8" CONC. WALL \-GL 5 '/8"x10 1/2' ,� 2" PL 3;8x4 t 2x3'-4 1/Y �0 O r a 7 1 Y _- EA SIDE w //7 1"0 BOLTS ; 4 A706 BARS LONG Kcn w/ HU5.12�/12 HANGER / /l ) - - (E) 3x12 LEDGER \ GL 5 1/8x15" NOTCH END TYP. AT EA. / � � SIDE It 1/4x10 1/2x1'-5 1/2 1�4 <,QB BAR �/ E TJL JOISTS 024"0.0. ar p L6x4x3/8x7" LLV� w/ (6) 1 0 BOLTS t Y CMU WALL ( ) aLO - w/ 5/8"0x5" LAG BOLT �-SIMPSON L50 EA. BRG It 3/4x5 1/4x3 _ �` SIDE OF BEAM O (2) 2x6 STUDS �41 � �� - BELOW BEAM �-(E) 2x6 STUD WALL 1/4 EMBED It 3/4x8x1'-0 AT 1Y CMU WALL O CMU WALL 3/4x7x1'-0 AT 8" CMU WAC! �w � NOTE: SEE 11/S5.0 FOR ADDITIONAL !NFO NOTE: SEE 15/S2.21 FOR ADDITIONAL INFO 11 Q 15 D ETAI L 1 1 DETAIL DETAIL .3 DETAIL _ .� S2.31 3/4"l'-V' S2.31 3/4'=i '-U' S2.31 3/4"=i '-0" S2.31 3/4 =� -o C�`3 a, cu v LO X0.4 2.8 (6.3) 9.8 �3.6 15 ■� E N _ca ti rn � E r GL 3 1/8"x9" LEDGER S5.0 TYP � I �" 0 cu cm z CD CD O 3 3 , 0 3 , O .t 1-- w 52.31 S2.31 -1,11.31 W (4) 12"0 MECH. T� w b w DUCT OPENINGS ' _ 20 VERIFY THAT (E) PLYWOOD IS NAILED zp 1 h 20 1 -QI'tNISHKIAN S2�' �I E I �j S?..11 w/ 8d NAILS 06"o.c. EDGES Sp 11 S5.0 52.11 - - - _ & 12"o.c. FIELD. DEAN Q _ b /TMP a bI CONSULTING AND STIIUCTUAAL I ENGINEERS SINCE 1919 H s1A 8W WASIMION STREET SUITE 1:0 / \ 7 -(E) 2Y TJL OPEN WEB JOISTS 024"o.c. '� t rolmAND CFWWN 97204 S2.31 / TEL SOi-2/49ua FNc 59ysnsx9e 12 a a 4 52.31 2.3 '"n 52.31 S2.�1ix 7 � y 55.0 A'�R�UN i• � r. � -_-- -� � � •' TYP WALL ANCHOR TYP WALL ANCHOR x O 04'-0"o.0. �� IN Q \W - C7 w c 7 E GL 5 1/8"x15" , REMOVE (E) JOIST !� v ON 5 1/8"x10 11Z* HDR o 'j ,,L INFILL (E) OPENINGp" _ - _ --I - - S 0 GL 5 1 8"x9" HDR �rL Q �� w 2xn b16 o.c. TYP i --J--J - - I / r I 5 1/8"x9" HDR z T �-� _ EXPIRAi'ON GATE: 5-30-05 t 1 1 1/2 x9 1/4" LSL JOISTS 016"0.c.-___-1 GL 5 1/8"x10 1/Y HDR ABOVE (E) ROOF AT (3) MECH UNITS lYP \�S2 / /Zv 1 1 Yx 9 1 4" LSL TYPGL 5 1/8"x9" HbRE) 2x10 O 'nc.p 2 P5ACEC o Io /-( RTU-3 0 DBL J IST EA SIDE // 3600 LBS OF 50x24 OPENING TYP �-- x - - -_ RTU-2 . - - x ---- " - r-- RTU-1 \ 3600 LB _ 3600 LBS u') 16 I T 11 (-TS3x1 1/2x1/4 12 16_ 12 55.0 55.0 55.0 .� I II _ I I EBI EXISTING - ---- - - - cv F.U.C. ... I- - _ QS15119) I20 I s s5.0 phase CONSTRUCTION 53.1 S3.0 - I L V) 32"x18" OPENINGSENTS 1� I' -_ - -.-- OR MECH DUCTWORK L- I L SEE WALL ELEV 9/S:3.0 date L02.23.04 w. revisions 1. INDICATES CMU WALL. SEE SHEET S2.11 FOR THICKNESS. 1 - - _- - - -- x 2• INDICATES EXISTING CONCRETE WALL. ll, �`� ��` O o SEE SHEET S2.11 FOR THICKNESS. �- H � •� � , - z I project# ' Ng437..00 3• p THE SYMBOL DENOTES A BUILT-UP WOOD COLUMN U.O.N. �- - - w w REFER TO DETAILS ON SHEET S3.0 FOR SIZE. O O O O O O --O---------O- O O- O (E) 202016 (E) z>t,2®,6 k00F FRAMING PLAN ;I SCIENCE 1 ROOF FRAMING PLAN - SCIENCE S2m3 �J�J-11 1/8�,-�,-0" --- �- 9000 S1% I)VItll X11 R(Ykj) 1,(-.t 2 HUP2004-(0008 if tlC:�YZN"C.L�a•::•7`[C_: �a+r.i...w, ....... - .. -,,.,.nr• ."�' "YI�■6'aMC1l7T2nn •r:vre+w. erx..,.-�rewnrrrmn.... .. ,,.,.,rni.wnm.w.•...,,,,w.roMnr.,..,.e,.....m,.....n•,»... ,. .,:.+r-.nary--�.sM.r^-.,,,,m+-swrr.._ -„�pwp.::.. `tA '.F.r..;.:;.uA1►'Fe+ ..bdlca j NOTICE. Ililll11111 ! IllIiillllillll 1161 II 111TiT_h 1111111'I /•�IF THE PkINT OR TYPE ON ANY I I I I I I I 1II T I L 1 11 I II �� 1 1 I _ , 3 �U�jIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 ' ;_j-1� 1-- / L - -- L - - I y ' a IT IS DUE TO THE QUALITY OF THE N".A ORIGINAL DOCUMENT B�L L L 93 Z9,� L t 9 Z 61! 8 Lt T 4 t t S t Lt it t�i_ �� !III I!!I�III!.'!Ill�lill Illl�llli I►��!III IIII�IIIIIIIII I�II�II�IIII�III�I111 IIIIII�ITIIIIIIIIIIIIIIII111�111� IIII�IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIlIll1111111�111► IIII�IIII�IIIIIIIIIIIlll�llll11I1�111llW11lllll11L'11ll1ll1ll1li1lllllllil�IIIIIIN�II : i. SN Ei .µ,I . { ---DBL 2x6 TOP PLATE It 1/4x5 1/2x6" � � •DBL 2x6 PLATE 2x6 016"o.c. TOP PLATE w/ (5) 1 Od I 2x6 016"o.c. b ONE LAYER 30# 3" """--DEL 2x6 TOP PLATE I BLDG PAPER ARCNIT@CTURE INTERIORS PLANNING 410a I KEMOVE (E) 2x8 PALATE "` -16d 06'o.c. BETWEEN WOOD to 2x6 016"o.c. AND CONCRETE 2x6 PLATE --2x6 PLATE I 2x6 PLATE i (E) 2.x8 PLATE E 'r N I W c � - 5/8"0 EPDXY ANCHOR -`LEDGER I Y 4 EACH END OF (E) 2x8 PLATE a — Qe (E) 5/g'A.B. WITHIN W a F 3"T � ? 12" FROM END OF PLATE r, ua ; x 1`~ , 1/r - z F � -- r I CONC WALL 3 �' a y I to 6'-8" MAX SPACING 6'-6" MAX SPACING z o It 1/2x4x9"-��_ 'ti --V 0 # N I Hr 3x1 1/2x1 4X7'-0"-- ^' N Z i i ,� / SEE 1 1/S5.0 5/8"0 EPDXY ANCHOR -� i -- N _ USE EXCEPT WHERE PLA'IS CALL_ 0 (2) 5/8"0 EPDXY ANCHORS — FOR PRESSURE TREATEQ MEMBER . J a un 3 HSS 3x1 1/2x1/4 x7'-0"-��/ � N J N M I 3" NOTE: SEE 16/S•3.0 FOR ADDITIONAL. INFO _ ^ It1/2x4x9" ELEVATION DETAIL Gil SECTION 4 WOOD P LA•T-E AT CONC WALL rl o DETAIL _ ('72� s3.o S7J.O I,/4"=1 '-O" S3.Q 3/4' =V-o" 3/4„=1 '-0" i I TTr 1/2x4 1/201" BRGft—_` 1 1/ ° g' 1 1/2!' (2) 1/4x6x6 SIDE PLATES OPENINGS < 6'-0" USE DOUBLE STUD OPENINGS > 6'-0" USE TRIPLE STUD VA cc » s» 2x FLAT SIMPSON L50 1/4 SEE ARCH DWGS I t/4 SECTION .4-A 16d 016"o.c. 5'-6" MAX I HF=ADER SCHEDULE U.O.N. - � STUD SIZE SPAN O - 2x4 WALL -2x6 WALL 2x8 WALL to 4'-0 2-2x6 3-2x6 4-2x6 w CORE DRILL 1 0 HOLE • AT EACH CORNER - 4' to 6' 2-2x8 3-2x8 4-2x8 DO NOT SAWCUT -GL 5 1/8"00 1/2" HEADER to 8' (2) 16d AT PAST CORNERS 8' 2-2x10 3-2x10 4-2x10 1 � SIMPSON ACE6 EACH MEMBER o GL 5 1/8"x1r COLUMN5 = NOTCH 3" FOR HEADER (8) 16d AT GL HEADER SEE SCHEDULE 0 V O In _-DOUBLE CRIPPLE AT OPENINGS < 6'-0" f.1 M w DAP COL A A _ SPAN VARIES TRIPLE CRIPPLE AT OPENINGS > 6'--0" N / PROPOSED (E) CONC WAL -� M / OPENING F (5) N10 NAILS EACH SIDE LO+++ - DRILL 1 1/2-0 HOLES IN COL Q ++ FOR EPDXY ANCHORS � � C ALSO USE FOR GL BEAMS &--HEADERS NQT DETAILED ELSEWHERE w� c V � (E) SOG/WOOD FLOOR 15 DETAIL DEI AIL _ TYP . WOOD HEADER DETAILS v S� 3/4"=1 '-0" S3.O 3/4„_1 '-0” 53.0 3/4"-1 '-0" Ca CID '_ (U LO U? 0.4 (9.8 13.6 15 �� E N = GL 5 1/8"x9" HEADER r- o} I I ,\- I _I �� iI I', I I , -- I IIIIII� I II II.I I �I IIj•� Iui\/'i T,I _�y— I � II j\/jh V ;iI- � II NIIip IIt 5j IIjI 112" I COLUMN GL 5 1/8100 1/2" TYP 2 PLACES AT BOTH STORIES Lm I GL � 5/I 1/8i"Ijx!I 18II jII HIEAIII,;'Dj E�'R INFILL 5E�OPENINGS L 5 1 8'x10 1/2" HEADER L 5 1/8"00 1/2" HEADER w/ 2x16o.c. TYP FG 2 PLACES AT BOTH STORKS GL 5 1/8"_x9y!j"IMPPP�HEj AIDEI61IRi 1 � f I I 117'-9-± OeL 5 1/ --a/-GL 5 1/8"x9" HEADER 4 PLACES x " HEADER --- oC:)Pll V 1IS HKIAN I ,05,-0 # FF DEAN CONSUMING AND STIU C M- - L SINCE 1919 318 SW WASHINGTON STREET SU17E'20 I PORTLAND.OREGON CM-7 TEL soa.auyu FO 50n-sK _ - -- \ "111 RUCTV I I _ sr-s"# sock1��FFf _ ----... — ---- -— C+ - - / w L 5 1/8"x15 HEADER SIMPSON AC6 TYP \ GL 5 1/8"x12" COL (E) 2x6 016"o.cs: LGL 5 1/8"x5 ?/2" COL L 5 1/8"x9" HEADER GL 5 1/8"x5 1/2" COL 2 2 PLAC S 2 STORIES (E) CONC WALL AT TUNNEL \ 2 STORIES - --� - w/P ISIS PLACES AB U66 BASE L OCG ELEVATION — EXPIRATN tATE 3OEXISTING WOOD STUD WALL 53.0 1/6,I=1'-0" 6.3 9.8 3.6 15 K e y P i a n �) 2.8 j - (!S3.0)-\ 12 TS 3x1 1/2x1/4 16 X3.0 6'-8"O.C. # 17'-0�# Tow-� s3.0 phase CONSTRUCTION " `F JOIST BEYOND DOCUMENTS 2 -0 MIN BOT L '-8" 2'-8" b 18'-6''t TOA-.& - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 _..,r - - - - - - - - - — - -- date 02 23 04 s -r- _ — �' -OPENINGS'FOR MECH. revisions — DUCTWORK TYP ID(E) OPENING '-0" (E) FLOOR BEYOND (E) PILASTER TYF - 2'-0" -2'__8"-- 5'_U#-- A.F.F. d - - - - - - - - - - - - - - - - - - - - - - (E 8" CONC WALL-/ FIELD VERIFY (E) REINF. IIIIIIIIIIIIIIIiIIIIIIIT ISP 012"o.c. EA. WAY i INFILL gE�OPENINGS--\ W/ 2x 16"ox, TYP \ I PE ORIGINAL ORIGINAL DWGS project# ND432.00 T --�' -7'-8t I NEW DOOR OPENING " F.F. a HIM - -- - - WALL ELEVATIONS DETAILS 9 EXISTING CONCRETE WALL_ _ELEWTION _ -- - 1/8"=1 ,-oil S3mO •S3.0) 1)11011 S11' 1)11811 %11 ROAD 15.32 H IN2004-00068 �.,�. .z..,._.,.,u.m^r•. ,-.,. .-!a,:.. .+!....,,:......na,...+++!M,M •,„-..,-�-�*..,-:.. _ .,.Ld1111r rl.rlir[T 111III r III III111 I1f NOTICE. IFTHE PRINT OrTYPE ONANY Ap 'MMPI 'I�K ,AN' ^rrl".....rTw ,wr ,H...r. x•.txy.v.v,, . ..uM..r,w:4Lll' IRk11', �';.. „•.wq}M1pY•..wyw,y,..w..._._,rq"kHrtMF.�Mwwts.^v,,,.....r.m.-... ...m..v.,. .na.a. III Til IIII + III III III III fil ilf III 1 I til li1�111 I I IIIIIII'IIIIIII III III IIII 61 T+ vL 13 aoo-5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ IT IS CUE TO THE QUALITY OF THE I 9L b IIIII ZIIIIIII��8It IIIIIIT9 T IIIIILI��IItIIII IIII iIllllf ll 6 i St II II�ZIIItIIII IIItI tIlllJI ll�olllillllllll�llelllllllllllllllllll L lUll llll�ll'9lTg 1111111-1 IIIIINIlllll IIIIIORIGINAL DOCUMENT ( 11 El II�IZIIIIIIBII�IIIIIH11111,111111111 I7IIIIII1ZIII I E-A, �A CUT 8"t WIDE PLYWOOD SLOT i ,E-B E--B -13 T I (E) JOIST TOP CHORD .+ CUT SLOT IN (E) PLYWOOD + (E 2x8 PLATE w/ FOR NEW WORK THEN REPIACE (3) 16d EACH JOIST BAY ,j 58"0 ANCHOR 9OLTS + 10d 06"o.c. - 04''-0"o.c. (3) 16d EACH JOIST BAY _ VERIFY (E) 8d 06"o.c. • / 2x LOCKINGULL HR 2x BLOCKING ARCHITECTURE INTERIORS PLANNING LSL 10d 6"o.c. L /-10d 06"o.c. w1 BLOCKING 301 4�0'o c~ DEMO E -ROOF 0 ��/ E 8 CONC. WALL (E) 5/8' PLYWOOD DEMO (E, ROOF 2x BLOCKING (E) 5/8" PLYWOOD SIDE + \\ _ U _ SIMPSONL50 EA `w AT EACH JOIST - (E) 5/8" PLYWOOD ,I I VERIFY (E) CLIP DOES NOT CONFLICT o � 5F .� SIMPSON I_TP4 16"o.c. �o Lu o SIMPSONA3 0 A + + . 016"o.c. �� T.O.W. -- II i �(E) 2x 10 016"o.c. + + " W (E) 2x10 016"o.c. 5/8"0 EPDXY ANCHORS E 8" CONC. [I - -- --- (E) 6" CONC. WALL \\\\, ,��L 1 1/2"x 3 1/2" LSL _ (E) DBL 2x8 TOP PL ; a 04'-0"o.c. - -SIMPSON L70 EACH JOIST -•SIMPSON 1.70 EACH JOIST BLOCKING 04'-O"o.c. i + �+ F � w/ 5/e"0 A.B. 04'-0'o.c. (E) 2x10 016"o.c. = o w/ JOIST HANGER -(E) 2x8 PLATE 1 (8) 16d AT TOP CHORD �-0 - iA"u EPDXY ANCHORS O V x (E) 2x8 PLATE --- - 04'-� - w/ 5!8"P ANCHOR BOLTS 0 5/8"0 ANCHOR BOLTS - ---- o 04'-0"o.c• _ ! (E) 8" CI-NCRETE A4LL a y O (E 22" TJL JOIST 024"o.c. E 3x10 LEDGER ) w% 3/4"0 BOLTS 04'-0"o.c. O i e 9QQ 5/8"0 EPDXY ANCHORS -QQ 5j8"0 EPDXY ANCHORS 6'4'- o.c. 04'-0 o.c. ADD 5/8"0 EPDXY ANCHORS PIS 0 SECTIO 04'- o.c. «+ '� N 8 J � NOTE: SEL 1 1/S5.0 FOR ADDITIONAL INFO -� o ETAI Lrl D ETAI L 12 DETAIL 8 DETAI L —. JI)a 20 D - 55.� 3/4,.=1 '-0" S5.� 3/4„=1 '-0” S`J.� 3/4.,=1 ,-0" S5.0 3/4„=1 '-0„ L6x4x5/16"x1'-6' w/ (2) '�_ 518"^1 EPDXY ANCHORS AND (8) N10 NAILS ''�” (E) 2x10 016"o.r,. 15 114_ _4 i/4"x3'x3" PLATE WASHER -- �� A 1/44 m /- 10d o6"o.�. m } I- 30t ,302 fi(" \ a. (E) 8' CONC WALL. _ { (4) JOIST AT BLKG VERIFY E 8d 06"o•c.� 1 1/2'X 9 111C LSL C;M JOIST o � '�i�+ + -- EACH JOIST Sf--ACE O � b '!v LSL SPLICE JOINT (E) 2::4 LEDGER 5/8" PLYWOOD '� . to I _ 4 O" PLYWOOD PANEL (E) 22 TJL JOIST 024"o.c• ADQ 2x8 LEDGER DEMO � ROCF 1 1/2"x9 1/4" LSL 018"o.c. - - SECTION A-A 1 LSL BLOCKING A '1 AT MECHANICAL UNIT L 8x4x5/16" LI.V (E 2x10 Q,6"o.:. k; MIN. (E) 5/8' PLYWOOD W/ 2) 5/8"0 w� JOIST HANGER �5/A"0 EPDXY ANCHORS 04'-0"o.c. 2'-0" O / - -._ --- -- -_LI r VARIES - - EXP. ANCHORS Lr 5,8"0 THREADED ROD - -- 1 1/2"X5 1/2" LSL PLATE (E) 3x 12 LEDGER P1�N - - ~- ��- yIP w 16d EA JOIST PROVIDE VENT HOLES rLoi 16d OC"o.c. AT LEDGER AT (E) PLYWOOD DEMO._ ROOF 15 ILS .�.s S5,0 VERIFY (E) 8d 06"o.c. 8" / A O 17'-0"t + + + + �1 1/2"x5 1/2"x2'-0" LSL 4'-O' MAX. \`. O T W - + + + wi (6) 16d NAILS \ t. 1i �4 ♦ �� ® -♦ ) �'^ -- ( 2- " -- --- -_ - -- DBM02x8(PLATE -- - (E) 5/8" PLYWOOD (n E 8" CONC. WALL -�l (E 2v.10 016 o.c. - �- 2) 16d EACH JOIST ••� O - L_ _ -- -- -_ _ - ---- _ + + + + E 22" TJL JOIST 1—�� M w/) JOIST HANGER �4! 1T-0"t - � —� -- ' O SIMPSON A35F 024 0.0, 1 1/2"x5-1/2"x4'-0"t LSL OL6x4x5/16 LLV E 3x,2 HANG R 6" t 14 " 6" t T.0•W. + + + 1 1/2"x5-1/2"x8'-O" LSL x3 -6" w/ (2) 5/b"0 O EXPANSION ANCHOR 3'-6" MIN LEDGER LENGTHS (3) 16d EACH JOIST SPACE Q SIMPSON HTT18 O 4'-0"o.c. � - _ - 3 1/2",17 1/4 LSL 6"CATE EPDXY S ANCHORS (18) N10 NAILS do 5/8"0 EPDXY ANCHOR (E) 8" CONC. WALL (E 2x10 016"o.c. SECTION 6- NOTE: p�P ♦♦ NOTE: SEE 11/S5.0 FOR ADDITIONAL INFO SEE 1 1/S5.0 FOR ADDITIONAL INFO L6x4x5/16 LLV w/) JOIST HANGER 1 1/ x5 1/2 x4'-0" I SL O V x3'-6" w/ (2) 5/8"0 E 3x12 LEDGER w 3 4"0 w! (_6 16d EACH SIDE OF EXPANSION ANCHOR ANCHOR BOLTS 06'/8"o c LSL 5 LICE JOINT O cn 19 DETAIL rl s DETAIL 1 1 DETAIL 7 DE TAIL S5.� 3/4„=1 '-0” SJ.Q 3/4,.=1 ,-0" ,E- 5 3/4„-1 '-0” 5�-o / Cu rn M •Ic co LO � E cu 04 2 ROWS 10d O 6' o.c. STAGGERED GL 3 1/8"x12" PLATE w/ E-A; -2 Lm 0 5/8" PLYWOOD 5/8"0 A.B. 032"o.c. - COUNTERSINK 1/2" �j 10d 06"o.c. PLYWOOD FILLER SEE 3/S2.31 SCREW SHANK NAILS + C!) -a 08"o.c. STAGGERED - ..r CD cC 10d O 6" o.c. EDGES (E) 8" CONCRETE WALL � 1 1 2"X 9 1/4- FULL JOIST BAYS MIN LSL RIM JOIST2 -- fi / (5) 10d AT BLKG FA JOIST SPACE I 18d TOENAIL 08"o.c. I 1 1/2"x5 1/2" LSL 8'-0"t -- -� -- - -- BLOCKING TYP.1/2 SCREW SHANK NAILS __ - 4'-O"o.c. MAX __� 5/8" PLYWOOD I -(E) 2x4 FLAT BLOCKING ' 1/2x 5 11V LSL PLATE ---- A _ _ - _ _- _ _ - _ + VARIES 06"o,c. FOR 8 0" 1 1/2"x5 1/2"x 8'-0" LSL OVER SHEA RING --+ �— N'SHKIAIN (2) 16d 08"o..;. - 8"} (E) w = A.F.F. (E) 2x4 PLATE w/ CONSULTIN3 AND STRUCTURAL 1/2"q BOLTS 04'-0"o.c. [N81N[[/3 SING[1111 1 1/r X 9 ,/a" - (E) PLYWOOD _ LSL 016"o.c• J�kANa N17 N g M ?f.120 �(E) 2x6 STUD WALL II- � -- 1_ �- rown�o�aa+9�a G_-_� :I' :-1� _ �1 :1� 2x4x2 0' (4) 16d EA JOIST SPACE (2) 16d TYP. $�RUCTUgq� 1 1/2"x5 1/2" LSL p� � (E) TJL JOISTS 024"o.c. � � 2x4 w/ (2) 16d SIMPSON HTT1 G w/(18) N10 NAILS----/ V AND 5/8"0 THREADD OD 1 1/2"x5 11t x8'-O" 12" CMU WALL LSL 04'-O"o.c. (E) L4x4 LEDGER SECTION A-A w/ 3/4"0 ANCHOR BOLTS 0 a (E) 26" TJL JOIST 016"o.c. SIMPSON HTT16 w/ (18) 4418"o.c. / Brie. r, N10 NAILS AND 5/8"d • �<D L EPDXY ANCHOR EXPIRATION DATE: 6-30-05 18 DETAIL L_ _ DETAIL 6 _ DETAIL F SJ.O 3/4'=1 '-0„ SJ.O 3/4"=1 '-0" SJ.� 3/4"=1 '-0" 1 1/2"x5 1/2"x2'-0" LSL c w/ (8) 16d NAILS STAGGERED (E) 2x12 016"o.c. K • y P I a n 1/4"x3"x3" PLATE WASHER 5/8" PLYWOOD OVER (E) SHEATHING (E) s" cork WALL phase , CONSTRUCTION r-12" CMU WALL SCR�W SHANK NAILS ----- bo (4) SCREW SHANK NAILS O o.c. ��_ SCREW SHANK NAILS 08' O.C. EACH JOIST SPACE GL 3 1/8"x9" LEDGER - -----�-- --__.. - - o T_ 3 FULL_JOIST BAYS MIN __- GL 3 1/8"x9" LEDGER w ` REMOVE E JOIST / / LSL SPLICE JOINT ( ) date 02.23.04 b �5 8"0 THREADED ROD 032 o.c. 4'-0" PLYWOOD PANE!_ bo PLYWOOD FILLER / SEC 3/S2.21 �� _._._.�_._—_--------- __ (E) 26" TJL JOIST 016' o.c. �r , - V .(5) SCREW SHANK NAILS EA JOIST SPACE -1 -� LSL BLOCKING A revision 1 1/2"x5 1/2" LSL MIN. - "" 5/8"0 EPDXY ANCHOR BLOCKING TYP. \ / _ 5'-0'f (3) 16d TOE NAILS - A.F.F. P1Ad --SCREW SHANK SHANK NAILS 06" o.c. - ��-(E) 2x12 BLOCKING / /- , ,/2"x[ ,/rx2'-o" LSL - II w/ (8) 16d NAILS II /�_5/8" PLYWOOD OVER (E) SHEATHINGT TT -- - - _-- t 6d EACH JOIST II r, i _ _ 7 + + + + `O , 1 /2"x5 1 2" LSL- ��; 18d EA JOIST SPACE 1 1/2"x5 1/2"x4'-0" LSL f0 eCt# ND432,00 -- / + + i. + �- -(E) 26" TJL JOISTS 016"o.c. (E) 26" TJL JOIST 1 1/2"x5 1/2"x8'-0" LSL I GL 3 1/8°r9" LEDGER r SIMPSON HTT16 w/(18) N10 NAILS (3) 16d EACH JOIST SPACE DETAILS 3 1/2"X7 1/4" LSL AND 5/8"0 THREADED ROD SIMPSON18) N 0 AILS & 5/8"rc EPDXY ANCHOR (E) ,f CONC. 5ECTION A-A 1 1/2"x5 1/2"x4'-O" LSL WALL (E) 7_x12 O'18"o.c. L4x4 LEDGER w/ 3/4"0 ANCHOR - WS( �6d 16d EACH SIDE OF BOLTS "0 AN c. SLI JOINT S5mO 17 D FTA 13 D F TA I L _ 5 ^_ D E A I L - --- cS.O — 3/4"-1 '-0" SJ.O 3/4„=1 '-0” SS.n 3/4„ =1 '-0” yuuo;NN 1)t Ru %11 �tu;�u 10-32 — - — - - _ Ht"'tuna-onu�,a NOTICE IF THE PRINT OR TYPE ON ANY I I I III III I I i l l l l ,l � 111111 , IIIIIIII'IIIIIIillllllllll 11IIIIIIIIIIIIIIIIIIIIII1111111111 � 1111111IIIIIIII1111 1111 C IN14GE IS NOT AS CLEAR AS THIS NOTICE, I I I I I I I I I I I I I I I I I I �� I I l a I I I I 1� ►l a��U 5 ��!_�_�. .__.—yl------ -�"1-- -�o�_::.::�.�-- --� _ ( � ,; I�.L.w��•:.. IT IS DUE TO THE QUALITY OF THE n ORIGINAL DOCUMENT E Z BZ GZ 9�Z Z 6Z fi �G iZ L 61 8t I LT 9t 9I 6t 6i Zt tt t 6 8 L 9 9 it E L I nu �� i11�� II ��1��1�I�1 II1I1111IIIIIi►I! 1 �� T6�i� i��1��1►T�� i�� I�I�iI►►� ►��,�,iii ►�iii��►��►��I� �<�>�Ilil►�i«l� «[� ��I� II��HI� "r k i a LEGEND i� ■ NEW AREA SEPARATION WALL ARCHITECTURE • INTERIORS.PLANNING iter i :elbid;i, sK:r�l?a ,. i.>A4 EXI5TIN6 AREA SEPARATION WALL A550MED INTERNAL PROPERTY LINE C> E ___ _ ■■■■■■■■■■■ I HOUR OCCUPANCY SEPARATION WALL EXISTING PORTABLE BUILDING r, PRESCHOOL PLAY s ! EXIST. -�-, W � a -NO WORK - -- EQUIPMENT (OUTDOOR) -- F.Xl5TNG PORTABLE BUILDIN65 Vt - _ -NO WORK W v UA < i a — -------� z o CD C W Q 0ca - I 0 EXIST. AREA _SEPARATION WALL5, - T (CONSTRUCTED WITH Iggl BUILDING -..-- J- ------ _— - r-- PROJECT) ' 0 IS-0 p i NEW PORTABLE BUILDING FOR ---- �_♦ I - PRESCHOOL-INSTALLED UNDER II SEPARATE CONTRACT .04115 �4 � -- EXISTING BUILDING (NO WORK) ----� m E415TIN6 BUILDING U 1 - EXIST. STAIR TO REMAIN j- --NO WORK TH15 BUILDING IN PHASE I L-7 I —_-- \ 1 I I PHASE I BUILDING #1 TYPE V-N W/SPRINKLER O E1 E 1 E 1 •E 1• ALL INFORMATION BELOW E - 4� - l I -- EXIST. BUILDING TO REMAIN — _ II._ -- I.-�__ _ V �- CD — L �,�- — --- -- ___ - _ __ o _ ._. W NOTE: THIS PORTION OF BUILD'N6 #1 WILL BE CONSTRUCTED IN PHASE 11. (i�REA 15 No 0 INCLUDED IN TOTAL FOR BUILDIN,i, #I) M Z3 _ LO - L Q o 0 L - EXIST. STAIR TO d REMAIN O v TRUE PROJECT cu M NORTH NORTH r D of L0 LOWER LEVEL PLAN-PHASE IF"� E N O.I SCALE: 1"=20'-O" R3 C4 Ri Cu U) �. CD PHASE I BUILDING #1 TYPE V N W/ SPRINKLER r E-I OCCUPANCY: ~ 2281 -COMBINATION OF NEW, REMODEL AND EX15TIN6 t : EXI5T. /%REA SEPARATION WALL5, -- - -- -I-HR OCCUPANCY SEPARATION BETWEEN FLOOR LEVEL-5 AT ALL (CON5TrZUCTED WITH Igq"1 BUILDING GLA55ROOM5, PRF_P ROOMS, CORRIDORS, AND BETWEEN SPACES A5 OR G PROJ'_CT) SHOWN BY WALL LEGEND TYPE V-N W/ 51✓RINKLER SYSTEM ALLOWABLE AREA: C1,100 5F X 2 (2-5TO11RIE5) = 18,200 5F PER FLOOR OF (SPRINKLERS TRADED FOR 2 FLOOr' CONSTRUCTION) dam: ACTUAL GROUND LEVET. - 13,860 5F < 18,200 5F (O,K) EX15TINO BUILDING (NO WORK.) I ---- I - -—�} ACTUAL UPPER ;.EVEL - 13,940 51= < 18,200 5F (O.K) - o (DO4 0 00 : o , c EXIST. GONCR.ET. WALL a i ° - N a \ Cr E1 E1 E1 E1 E1 k . y p I , phase I CONSTRUCTION J DOCUMENTS \ — _ --date 02.23.04 �,, ----- -- N _ _----. � U U L Ir— NOTE; TJCi \_ _ -__--= - - __ _ THI5 PORTION OF BUILDING #I WILL BE GON5TRUCTED IN reVlSlonS L- o uuuI-'_ lQQLfLT- PHASE 11. (AREA 15 INC LUDED IN TOTAL FOR BUILDING #U - --- A.R.EA SEPARATION WALL WILL BE ---- o -- --- LJUUL ULIULjUIJUULILIL1 CONSTRUCTED IN PHASE 11 WORK N I L y --- ---TQPHASE 11 N BUILDING #2 - - - HF - ----- - - ;, PHASE !I WILL BE CONSTRUCTED CINDER A SEPARATE PERMIT. SEPARATE CODE SUMMARY WILL BE PROVIDED WITH PHASE II PRANIN65 --- Project# 02054 _ -- TRUE PROJECT NORTH NORTH 2 UPPER LEVEL PLAN-PHASE I - , coo. SUMMARY O.I SCALE: I"=20'-O" A0m10y N I 9000 SW DURHAM ROAD 17-32 ' - - - -- -- BUP2004-00068 NOTICE IF THE PRINT OR TYPE ON ANY rI r111 f I I I I I I! I I l 1 1 I l 1 1 l l l j 1 1 1 11 11 V I I I 11 1111 1! 11 f I l 11 11 11111 1 1111VIII III 11 111,I I 1 111 IIII'11 1 1 1 11 1 1 1 1 11 1 1 I I I I I I I I I I I I 11111 11111111 111 I i I I I I I I! III 1 11 1 1 1 1 11 1 1 11 I I I ; IMAGE IS NOT AS CLEAR AE THIS NOTICE, 4� _. e I I _�� I �1` bI ��-I � � :Tc� l l 13 X00 5 IT IS DUE TO THE QUALITY OF THErIIII III_IIII�IIIIIII II!I IIIIIIII! IIII IIII , II ll �llllll� 9l�ll�llu—l9 rfNo.3I 6 ORIGINALDOCUMENT 9 \ llIFzIllivll 181-11,11-I61j"ll 1-111, _1 II8ItIl� tIIJ IIIEIll lil1l89 uulll �E■ L �t��,,. 1lll�lluullllul�lullllJ lu�<<I�Illlilwf!i I F � 1 EXIT F, -----1`► EXI75 1/4 OGGUPANGY --� LOAD MAIN LEVEL - ,f ARCHITECTURE • INTERIORS•PLANNING I � 5 � I W rn c f - 0 .04 2.8 6.3 q.8 13.6 15 W 5GIENGE SCIENCEw r PREP. RM, PREP. RM. EXIT C,LOWER LEVEL 200 {r- It'�9 1/2 OGGUPANT - 3 4 a Q' IU-I L 10-I LOAD--LOWER LEVEL AL o - - — ❑ — _ ---- r �'`I'� - rI SCIENCE SCIENCE 56IENGE IENGE O z �+- F 66 ? 1.324 # I OI I l - w 63-2 bti-2b5-2 E6 -2 = .o J 3 -'- r •M .... ..�... .. I i- EXIT --- ---•'-----'. `. .'.(�:. .��: . . :; - 42- ~-_�-��_._��'. ..�-- -. , EXIT-, I/4 OCCUPANT "t--.0. . . . . . .-. . . --.1-. . . .'-r. '� E -- - -- LOAD MAIN LEVEL . �. . . I. . . . .. .. . . . . . . .�..'.'.'.'.'.' . . .'.. ---- - - --- u -- -- XIT D i/2 OCCUPANT AILD EXIT5 1/2 GGGUPANT LOAD -- - t LOAD-l_OtVER Lt'/EL j LOWER LEVEL_ I I - - ��' �\ r. � � _ :,.• BUILDING .' IENGE f ■_ 5TORA&E STORA6E � i I E-F3171 Iq22 r PHYSIG5 = _) I 51ORAGE _ c� -- 394 TOTAL u OF — I-I OGC•UPANT51_OWER 1 TRUE r'ROJEGT LEVEL = NORTH NORTH 295 O LOWER LEVEL EXITING PLAN-PHASE I � AO.I I 5GALE: 1"=20'-O" cn C� i� I I DLID M 1 ! O O I cu I O Cn I I .04 2.8 6.3 9.8 13.6 15 co SCIENCE 5GIENGE I I PREP. RM. PREP. RM. EXIT C t 200 18q 11/4 OGGUPANT LOAD Im -pt I 10-I 10 ILEVEL . I cu N �:,. I OF UPPER rn • ■O � o , LL L c O GLA55ROOM SCIENCE 5GIENGE 56IENGE x 5GIENGE 1 � W 843I 66 I 24 I I I 3l STAIR#1 42-1 I ,..1 b3-2 66-2 a. 65 2 +.. 62-2 a i ■ V/ �_ p� F ~ r *w. Ib' I $. . . . I. 'I'. . . . . . . . ! 1.'.'. . . . . . . . . . . . . . DN EXIT A ''•_- --,l- _.. .;�... _.- ,-q�:--.4 :. - 1 .:.�:, -1. I. II. . . . . . �I. . . , . . ,I I. . . . . . . 1 ��( I/2 OCCUPANT LOAD .'. . . .'.'.'..' . ...: ` : . ►: .-._r__ ?`F EXIT B _... - OF UPPER LEVEL L . . . I I. 2282 - �- _ — - - E �rrrrrrrrrrn' I/2 Oc.0 UP T LO � _ OF UPPER L VEL GH MISTRY CHEMISTRY EXI5TING -- EXTERIOR EXIT STAIR WILL BE PATH :r 7q ;. . . AVAILABLEOF Q �._ ...,. FOR USE ` y.. ... �.. .. :. v ...... `�..:..:: I - DURING PHASE ` ,!.: .:'� •.•.�. . .. .. I 4 1 4 CONSTRUCTION T \ \✓ �� I CHEM 15TR1' � �1 TORAGE TEMPORARY" WALL- `L_ J GON5TRUGTED TO ALLOW ACCESS TO o 5-1 I PHASE I WORK \ I !i DURING `- - --- -- EXIT G sfi. GON5TR.UGTION OF ----- 1/4 OGGUPANT LOAD ai OF UPPER LEVEL __- PHASE II. (LINKS TO o • - EXI5TIN(5 MAIN �1 R' LOBBY) TRUE PROJEGT TOTAL # OFNORTH NORTH N OLGUPANT, UPPER oJ � � LEVEL 4"12— I 2 UPPER LEVEL EXITING PLAN-PHASE I AO.I I 56ALE: I"=20'-0'- k e y p l a n 0 a C OCCUPANT LC AD FACTOR phase I I CONSTRUCTION a - __-.-_ - _ --------- ----- - -'-- � � MAXIMUM TRAVEL DISTANCE PER UBG 1004.2.5 --_DTS OCUMEN .�. 1 OCCUPANT 2 EX"REODTHI�D WHEN ROOM ROOM NAME EXIT OCCUPANT LOAD FFOUIFED WDTH ONCHM) ACTUAL W (CLEAR N0T6S LOAD OCC UPANT LOAD I" 60 -�----- - - SQUARE FUOTA&E OF ROOM � (NO. OGGUPANT5 X .02) INCHES) d 1007.3 (BUILDING 15 FULLY SPRINKLERED) — N USE F=ACTOR REACHES' bb-2 ----- -- NUMBER. OF OGGUPANT5-REGUIRED EXIT5 date~02.23.04 A 236 4l 136 EXI5TIN6 DOORS � - --►� PATH OF EGR.E55 -- - - ROOM I IU FT revisions I I' XXX'-X" TRAVEL D15TANGE B 236 47 bb EX15TINC5 DOOR5 - rnEDUCATIONAL; 2-HR. WALL.-NEW - 14e 30- 60 LOWER LEVEL GALGUL/~TION - -- N ASSEMBLY: G IIB 24 60 UPPER LEVEL GALGUL;TION - TO AN EXIT OR CORRIDOR 225 FT o GLA55ROOM5: 20 50 2-HR. HALL-EXISTING - LIBRARY: 50 50 D 148 30 b8 EXI5TINCG DOORS AGGE55ORY USE X140 30 136 LOWER LE 'EL CALCULATION WITHIN CORRIDOR +100 FT MAX - - o I-HR. 06GUPANC-Y E I1-1 23 136 UPPER LE\/EL GALGULATION a ADMINISTRATION: i GEILIN6/FLOOR SEPARATION -- -- - -- - ----- - ----- - - - -- - - --- v CONFERENCE 15 50 " " ""' F Ill 23 60 EXISTING DOOR UFFIC-E: Ri=�.EP i ION 100 50 - _._ -- -- -- - - --`- _ --- o m m o m m u m o n I-HR. OGGUPANGY SEPARATION - G - 118 24 60 EXISTIN� DOUR LOBBY: 30 W project# 02054 -HR. , ORIOR OCCUPANT LOAD REOLNED WDTH NCfES) ACTUAL WDTH(CLEAR INCHES) .. . . . . . (NO. OGGUPANTS X .03) OTHER: NOTE: LOWER AND UPPER FLOOR GORRIDOR5 AND LOWER FLOOR. 5GIENGE - - - — - --� e I 23b ?I 82 EXIT5 I/2 OCCUPANT LOAD OF I!PPER LEVEL �/ 801LER: 300 3U POWER ROOMS CEILING GON5-IRL!GTION PER ITEM #21, GHAPTER 7, "MINIMUM PROTECTION --_ _- __ -__--- - _- __, PHASE 1�1 EXITING PLAN N ELECTRIGAL: 100 LOAD FOR FLOOR AND ROOF 5Y5TEM", Ig9l UBG WITH OREGON AMENDMENTS. 2 118 35 48 EXITS 1/4 OGGUPANT LOAD OF UPPER LEVEL c EXCEEDS NEC MAXIMUM NOTE: CORRIDOR AND 5GIENGE/PRFP ROOM WALL PER ITEM #Ib, 1l, (Ib-1.3) - 3 — IIB �- - 35 - 48 EXITS 1/4 OGGUPANT LOAD OF UPPER LEVEL ',`�"• GHAPTER l "RATED FIFE R.E515TIVE PERIODS FOR VARIOUS WALLS AND o PARTITIONS, 1991 UBG WITH OREGON AMENDMEN 15. A0m1 m 9000 SkV U1'R11 %N1 Im.,u) 18-12 m l?( P2004-10008 y .. Ifnis. _. -. .. .. .... .. ..,. 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RR RR ART _ L LOFT MATH yry� Ii —�-� _„ LLPL.....__— OFFICE L11710ES' ' 't T ■O }, L _ STORAGE STORAGE - - CIA � M I� I STORAGE STORAGE MATH I ..T Geo - --� MATH O V O Cn N RR R ■ STORAGE TIGERNET Cu (PAPERS) C7 CU � � Cu -E -0 } MAINTENANCE O -- � CM_ cn_ o CD IL rn i= r I ~' 2 W28 2• — - — -- PO u q� OF k a o ' b 0 00 J c 0' k e y p l a n -� phase 11 CONSTRUCTION DOCUMENTS date 02.23.04 IN —revisions v V Ln ------- CJ O I a / Y N I � w TRUE PROJECT — project 02054 # - a NORTH NORTH EXISTING LOWER EXISTING LOWER FLOOR PLAN FLOOR PLAN O,� 5rAI_F_: I" = AOm3O 9000 SW DURHAM ROAD 19.12 in I BUP2004-00068 w _ __ - -- -- - —-- ----- — - - -- - - --- --- —_� - NOTICE: IF THE PRINT OR TYPE ON ANY 11 lllll IIIIIII VIII ('IIIIIII VIII III�IIIII Illlf IIIIIII VIII II�IIIIIII lilllll IiIIIII�I�III IIIIIIIIII IIIIl�I�IIIIIII )(III II�IIIIIII III I I `illldl IIIIII'Illllilll III I�jI C IMAGE IS NOT AS CLEAR AS THIS NOTICE, I __ IT IS DUE TO THE QUALITY OF f i1E No,Be -+1 ;,- y ORIGINAL DOCUMENT r 8 L I ee e,c ec z be 8e T(G c 8�t 9i GT t sT T� �ST LT L�Ti a��T� ��8 lL 9 9 I f� 6 I Tt��u.Ill�li III► Illlllill IIII�IIII Illl�llli IIII!ul�llll�illl III! 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I I(I III VIII i'I�I III I(I I I Ill I(I III Ill III III I I _ x ► I 1 ilii 4 - � I � � � I � s _ � . i � � � I � �I � I b � I �b � I �1 ► I �� i IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE — _. 3111 ORIGINAL DOCUMENT �E �z 8G 65 9TL �I6 �irL S� II- L �I6 Z �i 9t kt Fillili; IIIII!I II►lllillllli!!IIIA 1 1 VARI ES- * ij 5CE PLAN N �- 5/P" CYF5UM WALL -* 4" METAI _•;LIDS BDARL+ a 16" O.G. V - - AI: b" METAL STUDS AT �' -� - - - 5/8" GYPSUM I^WLL �-- e I6 ^_ " BOARD O.G. ~ , - 5/8" GYPSUM WALL A2 8" METAL STUDS AT �-- (2) LAYERS 5/8" L�YPSUM ---- 5/8" GYPSUM WALL BOARD GYPSUM ALL _- �A� WALL BOARD - - BOARD �'� !I Il-" O.G. ---- -- b" MTL.. 5TUD5 AT 16" U.G. f .._. A3. 12" METAL- STUDS AT ��--- -- Ib" O.G. 6" METAI_ STUDS AT - 3 1!2" METAL STUDS - 2X6 5TUU5 Al 16" O.G. Ib" O.G. AT Ib" D.C., ° _ - - --- - -- 2X6 STUDS AT Ib" O.G. - SOUND BATT INSULATION v� -- SOUND BATT INSULATION - `aUUND BAT INSULATION / ° - --- BATT INSULATION ARCHITECTURE s I N T E k I O R S .PLANNING TAG 5/8" GYPSUM WALL TAG TAG f ' CONCRETE L SOUND BATT INSULATION --- SOUND BATT INSULATIG I SIDE �- -- (2) LAYERS 5/8" GYPSUM ----- 5 I/2" METAL STUDS (E) WAL TAG / TAG r I % BOARD` SIDE rNAL-L BOARD S "~ AT ib" O.G. SIA r a - / - BOARD SIDE BOARL' SIDE / 5/8" GYPSUM WALL 5/8" GYPSUM WALL OMIT IN5IDF LAYER OF 5/8" G'YP'SUM WALL. ° GYPSUM WALL BOARD BOARD Allik OMIT INSULATION �_ OMIT IN51DE LAYER OF o o Al- NON-RATED CHASE _ a U) WALLS Gl PSUM WALL DARD `" BCn ° f A#X: OMIT INSULATION AT NON RATED CHASE ABUSE �� A#X: OMIT INSULATION Y p 3 I A#X: OMIT INSULATION A#AK: BUSE RE515'ANT A#AR: ABUSE RESISTANT ciro I - � G'fP. BU. (ABOVE A#X: OMIT INSULATION 6BDZ 'T"P. . (ABOVE W z r--. A#AR: ABUSE RES15TANT A4.X: OMiT INSULATION WAIM560T WHERF �^ G A AR: AE3115E RESISTANT `- W a # NAIN-a.,OT WHERE EYP. BD. (ABOVE ;l - � _ WAINS;,OT WHERE A4.5: 1.2" STUDS OCCURS) TO 8'-O" ++ GYP. BD. (ABOVE OGGUR5) TO 8'-O" ; Cr W OGCUR5) TO 8'-O" f' - - A.F.F. (CORRIDOR -- (L1 _ WAiN5GOT WHERE A.F.F. (GORRIDOR a A.F.F. (CORRIDOR o a., SIDE ONLY) OCCURS) TJ 8'-O" SIDE ONLY) 71DE ONLY) A.F.F. (CORRIDOR N N WALL TYPE Al /A2/A3 A� WALL TYPE H4 A5 WALL TYPE A5 Ah WALL TYPE A6 Aio WALL TYPE Al O SIDE ONLY) Z Ali WALL TYPE AlA11 Ilk O.h SCALE;1" = 1'-0" Q,6 SCALE:I" = P-O" " P-O" O.h SGAL.E:I" - Q,(� SGALE: I" = 1'-0" Q,h SGALE: I" = I'-O" O o Z a F: i to m i y J 3 . N d eV N M in 8" CONCRETE- MASONRY, - 5/8" GYPSUM WALT_ I SEE STRUCTURAL. FOR BOARD REINFORCING r 1 1/2" METAI GHANNEL5 , -- I I/2" METAL CHANNELS AT ib" O.G. O.G. SIEMENS 9 _ 12" CONCRETE MASONRY, � I SEE STRUCTURAL FOR TABLE 7•B 1197 UNIFORM BUILDING CODE - REINFORCING TAG5/8" GYPSUM WALL TAG 51DE51DE �• ��--- BUARD 1 1/2" METAL CHANNNEL5 AT Il-" O.G. TABLE 7•B-RATED FIRE-RESISTIVE PERIODS FOR VARIOUS WALLS AND PARTITIONSa-t-(Continued) --- MINIMUM FINISHED THICKNESS FACE-10-FACER GYPSUM WALL --Y- - L -,N- -_yF�TI---.._ - 1 BOARD I`EM MATERIAL NUMBER CONSTRUCTION 4,N. a,lr. z Hr. 1 1N. 1 16.Noncombus- 0.055 inch(1.40 mm)(No. 16 carbon sheet steel gage)approved nailable metal able studs- studsl6 24"(fill)mm)on center with full-length s/s"(15.9 mm)Type X gypsum interior wallboard? a`,phed vertically and nailed 7" (178 mm) on center with 6d partition with Il- 1.3 cement-coated common nails Approved metal fastener grips used with nails at 47/a + \ gypsumall• vertical butt joints along studs t' and eacwh side v - ----- 1 _ aide(wmJ / r/ 102 mm) studs 16" 4116 mryon cen 1 its, �/�- m regular wa actF CMe; (cir2,Te- or wallboard +naris j 17 1 111,19 at K'(203 mm)on center first layer,5d coolerly or wallhoardl"nails at 8"(203 mm) 5 on center second layer with laminating compound between layers.Joints staggered. Firs) layer applied lull length vertically, second layer applied horizontally or I vertically. 82 WALL 2 ;5 WALL TYPE B 5 2"by 4"(51 mm by 102 mm)wood studs 16"(406 Tan on center with two- I- ayers" SCALE:1" = 1'-D" --_ /I) 17 17 Ix J .7 mmrcgula( ypsu y d7 cep Ii4Q vertically or horizontally each side, i 0.6 O.h SCALE: I" = I'-O" oin ered.N la ter with ter w -1--+ on center,face layer with 8d coolerly or wallboard nails at 8"( 3 min)on center. Q a 2"by 4"(5l mm by 102 mm)wood studs 24'(610 mm)on center with (15.9 mud -_� _ --� �_ - 17-1,317,is or w ll g)leum wallboard applied vertically of norizndjoi nailed with fid cooler L■ M___`___ _ __ 17.Wood studs- or wellboard19 nails at 7"(178 mm)an..enter with end joint on nailing members. 43/4 interior Stagger joints each side. ■.tr 1 :nd 2 Hour Fire Rated Through Penetration Firestop for Single �I or 2 Hour fire Rated Throu h Penetration Firesto for Single panition with g p g 7 gypsum wall- by 4" 1 mm b� dant-treated wood sl spaced 24" 610 m) Insulated Metal Pipe through Gypsum Walls v7 'vletAlic Pi through Gypsum Wall Assemblies ° IS on n ter w, la ter of /x (15.9 m is s ■r• � �QI Pe B YP �( board each Y P PP �43146 al d using TREMstop LA. m using TRE.Mstop IA, 5 ® side with[ea paper grain`I9 ng dimension)poral a to studs.Wallboard attached with 6 Q �� 3735 Green Rd. 3735 Green kd. cooler or wallboard nails at 7"(178 mm)on center. Ch F•Rating= I&2 1{r Beachwood,OH,44122 Beachwood,OH,44122 2"by 4"(51 mm b 102 mmj wood studs 16"(4/16 mm)on center with two layers /s" CD F-Rating=1&2 Hr. aruvrxum w,Z,,Cd7 ewrb air. R.a Luw.e.-Ii-1 w.K.Ilio.wA, tri. T-Ratio =I,�& I!2 Flt g T-Rahn =1/4 Hr. I IGeneric f published ratings(thou not ciah noted as PROPRIETARY*r the I tsting)in the Fire-Resistance Design Manual,Fourteen--------Ihdition_dated April O Drawing not to scale g- - Drawing not to scale 1994,as published by the Gypsum Associaton,may he accepted as if herein listed. O IStopics with equivalent holding power and penetration may be used as alterrate f.ten's to nails fe;attachment to wood framing. Q) 2TTickness shown for brick and clay life are nominal thicknesses unless plastered,in which case thicknesses arc net.Thickness shown for concrete masonry and 0 lO - hollow clay or shale brick is equivalent th':kness defined as the average thickness of solid material in the wall and is represented by The formula r• O WHERE: L x H O ♦ ♦ Q' I // = height of block or brick using specified dimensions as defined in Chapter 21,in inches(mm). v I L = length of block or brick using specified dimensions as defined in Chapter 21,in inches(mm). Ti, = equivalent thickness,in inches(mm). Y ® V = net volume(gross volume less volume of voids),in cubic inches(mm3). v. When all cells are solid grouted or filled with silicone-treated penia loose-fill insulation:vermiculite Inow-fill insulation;or expanded clay,shale or slate light- CD METAL STWAFweight aggregate,the equivalent thickness shall he the thickness of the block or brick using specified dimensions as dehned n Chapter 21.Equivalent thickness I I L UD LL FRAMING TO may also Include the thickness of applied placer and lath or gypsum wallboard,where specified. Sin UNDERSIDE: OF DECK 4Holglow brick units unit 4-mch by 8-inch 6y 12-inch(102 mm by 203 mm by 305 mm)nominal with two interior cells having a I I/finch(38 mm)web thickness between � � �- GYF'Sl1M I^ \LL. BOARD TO DECK s cells and 13/4-inch-It k(44.5 mm)face shells&. g Y ��, Rowluck design employs cls brick with all or art of bricks laid on edge with the bond broken vertically. 6Shall be used for nont,earing purposes only. CU -0 LO (I) Pre-Rated Gypsum Wallboard,Stud Wall Assembly - SEAL A -)GATION5 REQUIRING 717or all of the construction wit! gypsum wallboard described in this table,gypsum base for veneer plaster of the same size,thickness and Lure type may be suhsttluted Q! L? if for gypsum wallboard,provided attachment is identical to that specified for the wallboard,and the joints on the face layer are reinforced and the entire surface Metallic Pipe-A) Steel Pi 8''diem. or smaller Sch.to(or heavier steel GOMPI_E I• PtEPARATION is covered with a minimum of 1/16-inch(1.6 mm)gypsum veneer plaster. •lel P ( ) ) Ptd xRatings are for hard-burned cloy or shale lila. E N ) Iron Pipe-8'•diam.(or smeller)cast or ductile iron pipe. s'Cells filled with tile,stone,slag,cinders or sand mixed with mortar. , CV g, Pre-Rated Gypsum Wallboard/Stud Wall Assembly 1�GT tatings are for medium-burned clay tile )) C) Copper Tubing-3"diem.(or smaller)Type L(or heavier)copper Lubin Inc tire-resistive time period for concrete masonry units meeting the equivalent thicknesses required for a two-hour fire-resistive rating in item 6,and having D Copper Pi 3"diem.(or smaller)Regular or heavier)copper pipe. ('� Metallic Pipe-A) Steel Pipe-12"diani (or smaller)Sch. 1 U(or heavier)steel pipe. a thickness of not less than 73/8 inches(194 mm)is four hours when ares which are not grouted are filled with silicone-treated rlite loom rill insulation;vermic. 70 Pl3C ire' gW ( PP P P WRAP OPENING WITH GYPSUM ulite Inose-fill insulation;or expanded clay,shalt or slate lightweight aggregate,sat,d or slag having a maximum article size of 3/ inch 9.5 mm). B) Iron Pi 12"diem. m smaller)cast or ductile iron pipe. P' Y8 6 Pa (�.? Pipe Covering-Nom. I"thick(or less)fiberglass pipe insulation, � ( ) P P BOARD TO MAINTAIN I HOUR 12Fot determining the tire-resistance rating of wncrere masonry units composed of a combination of aggregate types or where plaster is applied directly To the C) Copper Tubing-4"diam (or smaller)Type L(or heavier)copper tubing. CONS'T-RUCTION1J concrete masonry,see UBC Standard 7-7,Pan III.Lightweight aggregates shall have a maximum combined density of 65 pounds per cubic foo,(1049 kg/in-1). The annular space shall be min. 1/4"to max. I-1/g See also Footnote 2.The equivalent thickness may include the thickness of cement plaster or 1 S)rates the thickness of gypsum&laser applies in accordance I `v (n D) Copper Pipe-4"diem.(or smaller)Regular(or heavier)copper pipe. with the requirements of Chapter 25. + I (4 Packing Material 14Conciete walls shall be reinforced with horizontal and vertical temperature reinforcement as required by Sections 1914.3.2 and 191x,3.3, O CU J g (Optional.Not Shown)-Foam backer rod firtnly packed into opening. E)Conduit-4"diani.(or smaller)EMT or 6"diem.(or smaller)steel conduit 1M1Smds are welded truss wire studs with 0.18 inch(4.57 mm)(No.7 N.W.gage)range wire and 0.18 inch(4 57 mm)(No.7 R.W.gage)truss wires. •� '�'� O The annular ace shall be min.0"to max. 1/2"within the Fireslo System.m. 17Nailable metal studs consist of two channel studs spot welded back to back with a crimped web forming a nailing groove O �; TR6Mstnp IA-Min. 12"thickness of sealant applied within annulus,flush with both sides P y' Wood structural panels may be installed between the fire protection and the wood studs on either the interior or exterior side of the wood-frame assemblies in Pipe may be installed at an angle not greater than 45 degrees. this table,provided the length of the faslcnen used to attach the fire protection are increased by an amount at least equal to the thickness of the wood structural of wall assembly. Additional sealant is installed such that a 3/8"crown &anal. TREMs(up fA -Mut. 1/2"thickness of sealant applied within opening. Min.3/8" 184;e design stress of studs shall be reduced to 78 percent of allowable F',with the maximum not greater than 78 percent of the ulculaed stress with surds having is formed around the penetrating item. I a slenderness ratio 4/d of 33. cant bead of sealant to be a,.plied at areas of point contact. 19For properties of r•ooler or wallbx,ard nails,see approved nationally recognized standards. UL/cUL System No,WL 5082 UL,LIL System No.WL 1158 J �N011 f� ,5 FIRE CAULK DETAIL ,4 FIRE CAULK. DETAIL ,5 TYP. DUCT PENETRATION *RLA O.h SCALE: N.T.5. O.h 5CALEI N.T.5. 9?� OF TABI.E 7•C 1997 UNIFORM BUILDING CODE TACLE 7-D 0 '.+ s TABLE 7•C-MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa.1-(Continued) v 0 - -- -- - -- -f THICKNESS OF FLOOR OR ROOF MINIMUM THICKNESS OF CEILING 91A8(Iriehaa) (Menta) r� y x 4S.41amtn o oa RLooR OR ROOF CONSTRUCTION NUM ER CEILING CONSTRUCTION Ilk. a Nr. a Hr. 1 Hr. 4 Nr. S fk. a Nr, 1 Hr. V Base layer S/a"(15.9 men)Tyre X gyp- sum wallboard applied at right angles to r] joist or Wes 24"(6i0 mm)o.c. with 21.Wood joist,floor imsses and roar 11/4'(32 mm)•type S or Type W drywall o.c.Face layer vi with 112" 12 77n 6wood slruc- (15 9 mnrews 4"(610 Xm)psum wallboardof ~-~ 2 ( ) ( ITYPe 8YP• total panels with stertor glue veneer base applied at right angle-to I joist or truss wilt,9d nails. he Frig" (48 turn)Type Type y " n applied a1 right angles to top of joist or truss through base layer Oth Varies 1114 �l•1.1 Sor eWdrwdl wood structural panel thickness screws 12"(305 mm)Tie.at joints and o. shall not be less than 42"(12.7 intermediate joist of truss. Face layer c s mm)nor less than required by joints offset 24"(61(1 nim)from base Chapter 23. Iwa�lrserews placed 2ts,1112' 8'r151)mm back on If B I 8 e-1 4. either side of face layer end joints,12" y p (305 mm)o.c. aL ' aGen94caarpubrshed byrati the Gyptg s Asxu enipattion, d a b aO epled ate If Herein listing)in the Ffre•Restrlance Design Manual.Fourteenth Edition,dated April o Staples with equivalent holding power and neuation tui he used as alternate fasteners ai nails for aunchmcnt to wood framing. phase I 1 CONSTRUCTION ti 'When the slab his in an unrestrained condition, reinforcement cover shaft not be Ices than 13/s inches(41 mm)for four-hour(si ecous aggroate only); %trained conditions. g 11/4 inches(32 mm)for four-and three-hour;I inch(25 num)for two-hour(siliceous aggregate only);and 3/4 inch(19.1 mm)for all other restrained and unre• Far all of the construction with gypsum wallboard described In this table,gypsum base for veneer plaster of the same size,thickness and core type may be substituted - DOCUMENTS for nts tin the ace 4Sin$ gypsum w t h a i wallboard,nimu eta measured( the 1 chment is identical i)gyps for tat Telmer forand at thetopofd,and fire ihe farm furisleel formtuntsayer are reinforced and the entire surface - ------- -i is covered with a mteemum of measured t 6 rpm)gypsum veneer plaster. date 02.23,04 to s(a)T•he maximum allowable stress level for fl-Scries joists shall not exceed 22,000 psi(152 MPA). - -'- (b)The allowable stress for K-Series joists shall not exceed 26,100 psi(179 MPs),the nominal depth of such joist shall not be less than 10 inches(254 mm)and revisions ` v Ile nominal joist weight shall not he less than 5 pounds per lineal foot(7.4 if in r 6Cement plaster with 15 pounds(6.8 kg)of hydrated lime and 3 pounds I .4 kf�of approved additives or admixtures per bag of cement. -_ F� 70ypsum wallboard ceilings attached to steel framing maybe suspended with ft/2-inch(38 mm)cold-formed carrying channels spaced 48 inches(1219 mm)an .t h comet,which are suspended with No.N SING galvanized wire hangers spaced 48 inches(1219 mm)on center.Cross-furring channels are lied to the carryying - N KS channels with Nn.IB SWG galvanized wire(double shard)and spaced as required for direct attachment to the training.this ulterrative is nla�apphcahlr w p those steel framing)assemblies recognized under Footnote a. le with i concreteslab above. "Ft ur-inch(102 mm)thollow collow laylfile with 11/2-inch(51mm) (38 min)concrete slab Above in lanickness measured to bottom of steel fort units. - I IFlve-eighlhs inch I:5.9 mm)of vermiculite gypsum Plaster plus 1/2 inch(12.7 mm)of approved vcrmicultic acoustical plastic. o t2Furring channels spaced 12 inches(305 mm)on center. x I3llouble wood room may be either of the following: 1 e - -- (a)Subfloor of I-inch(25 mm)nominal hoarding,a layer of asbestos paper weighing not less than 14 pounds per 1110 square fed(0.7 kg/m2)and a Inycr of I-inch(25 mm)nominal Tongue-and-guxove finish flooring;or 1 (b)Subfl)loor of 1-Inch(25 mm)nominal tongue-and-gn)ovc hoardin or 11 42-inch(11.9 men)wood sir:ural panels with exterior glue and a layer of I-int (2- 5.9 r / 14T'he ceiling may be omitted Inch tovefront unusable space,and rooting may be omitted where unusable space occurs above. M mm nominal mngue-nnd•µro,vc finish flooring nr ,,/.12-inch( 5.1 nun)wood structural panel finish rtxning or a layer of type I Grade -I panlieboard ---`-- ess Z Is6For cooler or on top of sleelydecklunhe approved nationally recognized standards. ---- - project# 02054 W I M WALL TYPES N t N O O M N A060 001111 SNN DURHAMROAD 21-72 s b RUP2004-09068 race!I•.INV'."i11R1i�aaiAwyasieiaae'.'^+^t•r �.�-"' ..•.wP i li 0"=M m NOTICE: IF TI IE PRINT OR TYPE ON ANY IIT III I'I III IiI III I i IIIIIII III I I III IiI Ii1 Til III III III ) I IiI III III Int III til III ! i til III IT IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 _� _I 5a.,L 13) )0C)'�) IT IS DUE TU THE QUALITY OF THE No.30 &'O>dr.'" .aa„...w. ORIGINAL DOCUMENT g �8 L�l- 9C E f. 8 LI�it 6 �8t BT Lt T QT 1t sjt� LT ! [�T L�ajI�T e� I 9I�� „� z IIII IIII�IIII II IIIlllll IIII�IIIIIIIII�IIII IIII�IIII JI�ll ll lllullllllllllllll I IIIIIIII�IIII IIII�IIII IIII�IIII I�I�IIIIII�II�III IIIIII�I► II IIIIIIIWIIIIIIII�IIIIlllllll►�►II►l� llll �li��llllllllll�llll��lll W lIl IIIN I .04 ?.8 6.3 q.8 13.6 Is GENERAL NOTES A. THE DEMOLITION INFORMATION SHOWN 15 3ENERAL IN NATURE. THE DRAWING SHEET 15 TO BE CLOSELY COORDINATED WITH ALL OTHER DRAWIN65 d 5PEGIFIGATION5 IN TH15 PAGKAGE. -@TYP 18 I B. PATCH t REPAIR AT DEMOLITION AREAS, TO PROVIDE ARCHITEcrURF INTERIORS •PLANNING / COMPLETE t FINISHED SURFACE. READY FOR NEW FINISH. _. -- - / G. REFER ELECTRICAL DRAWINGS FOR WORK RELATED TO (E) �..�.�...�.�.-�..�,.... _ I-----:�-- ..-j~ �--{r- -.,r..�� - � —, _ - _ LIGHT FIXTURES AND OTFIER ELEG'1'R I G r,L I TT:MS. II { { II I II I �/� CONCRETE FLOOR SLAB, WNLLS, CEILINGS, OR ROOF AS 411a �l REQUIRED TO INSTALL WORK. PATCH d REPAIR AT o U) II II II I r DEMOLITION AREAS, TO PROVIDE COMPLETE d FINISHED r- 12 Lu �, d SURFACE. READY FOR NEW FINISHES. c O O 1 SEE r { r'tI { II i II i y 15 r j t I t D. REFER MEGHANIGAL AND PLUMBING DRAWINGS FOR WORK w I } STRUGTURA!- { I I I { I I I I I I I ' ' RELATED TO (F) GRILLES, DIFFUSERS, DUCTS, PIPES i a I 0:5 O ( � DRA W I NGS I 1 I I III I? rl I 15 -� I I 12 I W F 3 I I { I I O I I � O� -.1 I { I I OT1 ER MECHANICAL AND PLUMBING ITEMS. DEMO (E) �-- CONCR.ETE FLOOR 51_AE, WALLS, CEILING5, OR ROOF AS w I - II II SEE II I� 3 c� o 1 I TYP. I I I III SEE PLUMBING I III STRllGTURAL I ) Ir I { I I I I REQUIRED TO INSTALL WORK. P"T1.N d REPAIR AT a. I r I + I I I DRAWINGS I- I Ib I I DRAWINGS I I I I I I I I DEMOLITION AREAS, TO PROVIDE --,E S FINISHED - O I I III I ' L I I SURFACE READY FOR NEW FIN15HE5. _ �I IL N ICn N I 1 5 O I -�- .I L III { II L_•. .:_ II I I .:.:..• _r E. INFORMATION PROVIDED ON TH15 SHEET If INTENDEP AS N N n I I:) SCF TYR "� I I I I SEE L {---� REFERENCE FOR THE CONTRACTOR AND 15 INCLUDE-, TO 5TRLk•IURAL II I STRUCTURAL. I SHOW SPECIFIC CONDITIONS. THIS DRAWING MAY NOT .� p I I I 1iI I { II II 15 I I - DRAWINGS I I I I DRAWINGS DESCRIBE ALL DEMOLITION WORK NECESSARY TO O Z { I III• TYP I { TYP. I I I I I I COMPLETE -THE PROJECT. CONTRACTOR 15 TO PERFORM Q II II I I I - ALL DEMOLITION WORK, PATCHING AND REPAIR REQUIRED .n I ( I I I I I { II I) I I I TO PROVIDE COMPLETED PROJECT AS DE5GRIBED BY (J 12 I I �� 1212 I I I( If-J 12 I CONSTRUCTION DOGUI`11FNT5 WHETHER OR NOT SHOWN ON -� N I SEE PLUJ� I I I III SEE PLUMBING I , II I II �PLUMBINGI I THIS DRAWING. � O�I DPAWIN05 i i SII DRAWINGS i .; II II DRAWINGS I I 3 I __ 15 F COORDINATE WITH DISTRICT PERSOr;NEL REGARDING o J 5ALVAGE OF DEMO ITEMS. DELIVER OR HOLD SALVAGED I I I I I II II I I I TURN OVER TO OWNER ITEMS AS DIRE(ITED BY D15TR!GT• D15PO5E OF ALL OTHER O n F_ n I I � II I .) 11 SAI n--1 -�I ------- - -- -I I n E-�J-._----_-------� DEMO ITEMS AND DEBRIS i —1��—_—r-- LJ — — ---_-_--- LJ —_L-I-------- _ --- - LJ -�- _ G NOT ALL TEMFORARY/DU5T OTECTION5HONN PROVIDE - `CTlU7v1Z'79 -----_---� ----� I ____.-___----_� ---------_-- � ------ ------- -------� r__�z�h�LI1LISL1LIILIZLIZLl7 ALL REQUIRE!:' PROTECTION 0_ . TYP. \.J TTP. 10 4a �- -• LEGEND 4) V �► 5AW GUT CONCRETE FOR PLA OPENING, SEE FLOOR �L �'i � 10 �� [ � -may I i BUILDING CONCRETE FLOOR SLAB TO L'+E REMOVED ULA111 :T1jZ1jT_T1 r-Ji Ll LT�7 T[T I-T`l7 T1ZL1-T T-T 1Z rJ7 r-11 TI LQ_ rrT rrT rl�r S � - ----- --- - - -- - V -- - - -�- a. - ,`` _- - --- -- _-- - -_----- -- -L-- ----- -- _ - --- - --- _-- ---- -- -- - WOOD STRUGTJRAL FLOOR TO EzC REMOVED, O -SAW GUT CONCRETE FOR SAW GUT CONCRETE FOR --T �- �� m GOOR.DINATE WITH STRUCTURAL DR/'AWING5 � DN } 4) - -'- � � NEW ENING, SEE FLOOR NEW OPENING, SEE FLOOR _� PLAN/R(1p I PLAN/RCP `- -- r REMOVE WALL -- - - - -- --- - WALL TO REMAIN I: ................ I:::::: •• -1 I I I 12 KEYNOTES O FLOORING REMOVED BY A5BESTO5 ABATEMENT C U G a' ( CONTRACTOR 0 I I ORARY PARTITION I TEMPORAkY PARTITION 8� s'•. O2 NOT USED �_ 1 u) 'lT REMOVE WALL FINISH, BASE, DOORS, FRAMES AND Q 1 - - - - O M FiTUDS. ul) �i REMOVE WALL FINISH: BASE, DOORS AND FRAMES 40 DOPIN TO STUDS. REMOVE STUDS AS REQUIRED FOR O NEW CON5TRUGTION. .� .0 LOWER FLOOR DEMOLITION PLAN a— O REMOVE GEILING/IN5ULATION TO UNDERSIDE OF IU AI.II 5GALE: 1/8" = 1'-0" FLOOR/ROOF JOISTS O U) O REMOVE WINDOW AND FRAME = V J G REMO\E :ONGRETE WALL •}� :+: O REMOVE DOOR ANP FRAME Cu CD M �q NOT USED � � ' i'ti 10 gr REMOVE LOCKERS AND BASE-DELIVER LOCKERS TO �. E N OWNER y IS II "0 Clf REMOVE LAY-IN CEILING AND GRID .04 2.8 6,3 9.8 13.o Lm 12 SAW GUT AND RE'-IOVE CONCRETE SLAB 13 CD REMOVE FLOOR p I •_ — Cu r _ 14 REMOVE DOOR � I I � f-- ` j I 15 REMOVE CABINETS �,P 18 16 SINK REMOVED ABATEMENT 71 ... Q =_ _= 1"'T--�--— — -_ == �-- — — -- 1 == 17 REMOVE BENCH 2282 II II II II II II 18 REMOVE EXISTING WALL FINISH AND FURRING T E LS N ` II 13 II II 19 II II � 13 II j � TLA �, SEE 5TTRUGTUIRAL I I I I SEE STRUCTURAL I I I I SEE 51RUCTURAL Oti II DR.AWING5 II IIDR.AWING5 II II DRAWINGS II 17 1s I I I I I I I I I I I I OF y1 II II II II II � II -- II II II II II � II II II II �I II II I 5 II � II II �., II II II 5 SEE STRUCTURAL- II Typ II II II II II o - � r' D12AwIN.�S II � � II II I II II II n II II II II II II o 00 II II II � II II II I I II II II I II II I II - ' � I I I I I !I I I I I I I - - '•' II II II II II II ' - � `Ci IT h --a I ,r I T I -�I n---J I R- I rr-•�_ , I -__- ----- -T-=-t-i r=-===_ ____� ==1JL=====-__-� �'__ --___-__-- u=_=ll_===-_=--�r� --________ 3 Cx� 14 L------� T C-------� Z-- --r ` L-------I -- —S L—J It 9 y p I a n TYR i TYP. OF (5) TYP. -- 1 _ SAW GUT CONCRETE FOR -- phase I CONSTRUCTION rr-�� _ NEW OPENING, SEE PHASE I I I --TEMPORARY PARTITION - --1 15 Ii O 10 PLANS FOR SIZE / *�3 10 / 10 DOCUMENTS fir; ------�I II rl7 n7 17 7 �I r17tLZLLZD7LJ D�. �T sl7 -` TClrnrnTnT _ .TnTn � -- �:t 1.� date 02.23.04 -B s -- - -- 7-r_azri —L -- -- sra=- r- - -- - _- --- --- - - revisions ` -_-- f _ - 5AW GUT CONCRETE FOR ON NEW OPENING, SEE PH,.:�E I I L---- - DN 5AW OUT CONCRETE - �jT rrn I - FOR NEW OPENING, PLANS FOR SIZE -J H U SFE PHASE II PLANS — FOR SIZE HL IHL1 . I __ a i U UP DN I Ll T[J -, project# 02054 J I I I I F- i - DEMOLITION I ---- - - L7L - i _ _ FLOOR PLANS \ � �I- /�I O k' TRUE PROJECT, o NORTH NORTH 11 M - UPPER FLOOR DEMOLITION PLAN-SCIENCE � ,,001)"1' 1)tRIIAMPO AllAl 1 au112004-0006; ' AI II 5CALF: 1/8' uj t = NOTICE: ;F THE PRINT OR TYPE ON ANY IIIf�IIIII� IIIIIII VIII I Ii,IIIIIIIII! I IIIIIII 1ITIT�ITII�II111 111II II�IIIIIJi 1111111 11111illlllll l lllllll IIIIIIIIIIIIfII IIIIfI�II�fIIIIiI I�II111 IIIIfII Iilllilllilllll III I C IMAGE IS NOT AS CLEAR AS THIS NOTICE, I —�lI_--�-- IL_- I--- Wil -� 6�I�'_ L------� ----BL-- ._�L.- o� 111 3 i ADO--1 IT IS DUE TO TETE QUALITY OF THE 7� Flitil ""'° 1111ORIGINAL DOCUMENT ��o�J� L 81G LL Z ir�Z S� tIll It g 6t 9t �t9T I 9t ►T S�t LIIIIIIII11 ��1�IIII�IIIIIIIII�IIII IIIIII gill I� IIIiIIIII IIIIIIIIJiII1�IIII 11111 , I�llllll►1��I11��1�1I111111191I 1��Ill�iilil �IIIIII��IIIIII��►�IIIII�►►►illlll►�lllll!I��I ►��II� IIII��illlla�ulllllll�ll�llll;�lllllllll;lll� ' ll�lll I��► 11 s s *A i GENERAL SHEET NOTES .04 -208 6.3 q.8 13.6 15 - — I. NOTED WAIL TYPE5 DEPICT TYPICAL WALL GON5TRUGTION. SEE ELEVATION5, SECTIONS, AND DETAILS FOR ADDIT ONAL INFORMATION. 2 5 3 • 2. ALL WALL A55EMBLIE-5 EXTEND TO UNDER51PE OF r-'tX I f l NG 8" FLOOR OR ROOF 5TRIJC.TURE ABOVE, UNLESS A R C h T E C T U R E • I N T E N U R 5.PLANNING GOW.RETE OTHERWISE NOTED. I k1A 3. MOISTURE RESISTANT GYPSUM BOARD SHALL BE - - --- -- -- - - - - - - - A - - - - -_ - _. ANDDBEHII BEHIND FOUNTAINS.5, KITCHEN AREA 5, \ O p -- - - - -- E ;. o O A _ A .c> �n. ,n, 4. 5EE FINISH SCHEDULE, INTERIOR ELEVATIONS, AND N ti 1 t FINISH PLANS FOR LOCATION AND EXTENTS OF w w HP I I APPLIED WALL FINISHES. Y v O p I o l , CIL 7HP 14C OOaA i 5 RATEPROVIDE D WAL�S. EXTE" TYPE 1X" 6YP50-1 BOARDND WALAS5fMf3LY,Tp LL FIRE WFIRE-RATED FLOr�RJGEILIN6 A55EMBLY OR ROOFa- Q ® DECK. ; awNOTE: 5EE ' NOTE: 5EE '� NOTE: 5EE ' NOTE: 5EEFOR ENLARGED FLOOR FOR ENLARGED FLOOR FOR ENLARGED FLOOR FUR ENLARGED FLOOR 6. 5EE REFLEG"fEli CEILING PLANS AND DETAILS FDR zPLAN OOIG 0036 PLAN PLAN PLAN FASCIA AND 5C =FIT FRAMINu INFORMATION. ,J a r ]I o SCIENCE ' SCIENCE SCIENCE 1 ��4 PHY51G5 1. 5% OF ALL NEW DOUBLE TIER Lr.GKER UNITS TO BE LAB LA13 �LABu EAB ADA ACCESSIBLE (+/- 1680 TOTAL NEW LOCKERS TU _jPWZ-P = ti O01 oo m11 E o ® I�'* I PRl Pr1 (—ryu� BE INCLUDED IN PHASE I d 2). PROVIDE 24 ADA 0 Z o `l 6 p ===� LOCKERS FOR PHASE I. REMAINING ADA LOGKER5 = I ® TO BE PROVIDED FOR PHASE 2. RFFER TO H iO 2 DRAWING5 FOR LOCATION OF ADA LOCKERS. J ; N I _ I I p D 6 j H o A o R � I � � � � �I� i � DIMENSION NOTES: o —I d d tr m I m v/ d d v .�r •,, 1447 006c -- -- - -- --- - - - $ A DIMEN51ON5 5HOWN ARE TO GENTERLINE OF COLUMN, 003E / (1FAC,E OF STUU, OR FACE OF MASNRY UNLESS NOTED OTHERY4I5E. MASONRY DIMENSIONS ARE 001E _ 004E NOMINAL- DIMEN51ON5 UNLESS NOTED O mERW15CEre_1 k TEMPORARY------ , DOOR BY O.C. 4 3 tY � A _�_ _U� O� �_ O� U_ O � O� O�_ q�_ ( B DOORS NOT LOCATED BY DIMENSION SHALL BE QJ a CORRIDOR Q Q - I CENTERED IN WALL AS SHOWN OR LOCATED 5 I/2" VESTIBULE p 053 O0� TEMPORARY - I FROM FACE OF STUD TO FACE OF JAMB (DOOR q� 013 EXISTING 8" DOOR BY -� fc --\l I �W CONCRETEQ - a- Q - - WALL Q Q Q n d OE-E3 - - -- - - —r - - WALL TYPEI�T�:1_.1.�..;i`;�-ITT]TI�i 1.�I 1-ITT_-IT TT � . EXI5TING 8" UP 7 ;. -- CONCRETE -- - -- - O �\ wo WALL I I I WALL TYPE NOT.. WALL TYPE-- A2-3 sr, ELEC. X = OMIT INSULATION T 0 -- OI2 C� FIRE RATED GON5TRUC,TION DE516NATION (IN HOURS) M I I I I I I I NR = NON-RATED W LEGEND L h U? ♦.+ � NEW DOUBLE TIER LOCKER UNITS S11 I � CD . ADA t OGKER UNI"r I ` 4 TEMURARY PAP fIUN WALL O v NOTE: INTERIOR FRAMED PARTITIONS AT I-HR OGGUPANGY SEPARATIONS TO EXTEND UNDERSIDE OF I-NR FLDOWGEILING CONSTRUCTION (LOWER FLOOR ONLY) - - ---- -•- - -- kHAIN5GOT, SEE INTERIOR O LOWER FLOOR PLAN-SCIENCE ELEVATIONS FOR. TYPE O � a I SCALE: I/8" = I'-0" o c�n CORNER GUARD LEGEND V ., CCS � �- 06-I = 2x2x45L •L I � .71 E C��1 x m CV 1 -E � .04 2.c3J 6.3 q.8 13.6 15 � � � � ¢� CCf a C> " CT co 28-5 1/2 (VIP) 40'-7" +/- I 44'-4" I 42'-2" 42'-1" �. (=) F- VID - - --- -A-.-. - - - --- -- - --- -- -- --- ---- 2 O O - ----® - _ - -- ----®- --- �- ®(-)A - --- - --- ® I -_ 2 8� Cn -.J • 'I Au A A A A A A I r • TE ENC u r� J VERIFY WITH o a I Ii (lt, Q�> p r4 EQIP. MANFR. ._ -TV/VGR BRACKET-TYP. i -- O SKID/ F.U. 5EE INTERIOR O I EEL VATIONS I I - ! NOTESEE ROOK 003 MASONRY -- �p NOTE+ SEE ROOM 003 Q _ I� FOR TYPIGAL DIMENSIONS �' FCR TYPICAL DIMENSIONS - ,� 1 ��`�c--' I SCIENCE I d? SCIENCE SCIENCE I PHYSICS ' ( .' LAB VERIFY WITH �� _ �_-� F _ OOI EQIP. MANFR. 01, _ 1 w�I I Le'9 T_J RO M 1006 J � o Da ' I O I ! v d tr I I m fs b d •d �o► tr I II - _ I LTJ r _ I � �- - _ - -- 1 ® I C77 - GG-2 6G-1 (2) 'GG-I G�' E GG-I G-2 GG-1 (2) I (2J (2) ( ) (2) -EXISTING FACE OF 51VD (2) (2) [5-2-21/2"[ II5'-I I-O' S'-I" 26-35-21/2 I 26'-3" 5'-I" 5'- 1 I/2 5' 3 1'2.1, 5,_I 19'-9 I/2" 5'-I" k e I a n --- 4 E I G-1 COF2RIDOR I'- =00-1 IF.O. STUD/ F.O. 2'-7 I/2" 1/4" Iq'- r 1/4" -- -2— q„+/_ - — - 7'-U'_ 1'-Cl 1/2 -- _... - 34'_� I/4- --- --- - ---- - 5-1 IMASOgR 0„ 5 I 8'-1 3/4 1 1'_3 3/4" _ - ---- --- -- - - - ---- - -phase CONSTRUCTION >,_ " 11 p o i r u �_ �� O I 15'-4 3/4" 8- - _ . __ -- -- �` I `—'� VERIFY I DOCUMEN fS 4 it l ----._.. - -- - ----� - G6-I I GG-2 GG-I (2) A AA AA AA 02.23.04 3 - - ate - - --•-- - ---------- -- - --I '-ALIGN l (n _ 1'-5" VERIFY FIN. x -- WITH LOCKER FACE 4 reVISIor1S MANUFACTURER - - ----- ----- I - o OL2 - - - a • Y I d I' ----- --- -- - -- Z I I project# 02054 LL I OWER FLOOR K' PLANS-SCIENCE o - TRUE PROJECT NORTH NORTH I 2 LOWER FLOOR ACCESSORIES/DIMENSION PLAN-SCIENCE \ '000 SW UURIIAINI ROAD 23-32 A201 S(:ALF: I/8" = I'-o" - - - - - I UP 1004-00068 NOTICE: IF THE PRINT OR TYPE ON ANY TI rI I l 1 IIIIIII V I I I III I I I I I I I I I I I I I I I I 1111 V I I I I M I I�I IIIIIII ;III 1 I I t I I l I l 1 I I I I I I IIIIIII VIII 1 III Jill III 11 1 I I I I I IIIIIII 1111111 1111 1111 I I I I l l IIIIIII I IMAGE IS NOT AS CLEAR AS T41S NOTICE, � I il-- L �� - �1- - I - 4l- _ JI—-- �1- I ��- - I �� I 101 � l l�_� 12� :Tj ! L IT I,,DUE.TO THE QUALITY OF THE _ N.30 id•f,99&- ORIGINAL DOCUMENT t8l, 8Z BL till B 14Z SZ Z tL I Z 8�I IBI LT I i ►I 61 Zi II o�1 I 8 B9 L 9 �I9 I it �S I G I Ionu�l [I, I1111►11►�1i111, 1111111Ii11111111-VIII jiI(,1-1 I►II1I�t►1 SII �I�11�1,111,1"1I►II1III1IIIIIII�II11111111►I►�II1�II�II1111IIIiIII1 1111 111111►I�II�►I1 IIIIIIIIiII1 1111111 IIIIIIIW l�11II 11 111 llllillillll Ill11ti IIII�NII, .04 2 8q.8 GENERAL SHEET NOTES 13.6 I� l I I. NOTED WALL TYPES DEPICT TYPICAL WALL 6ON5TR)6TI0N SEE ELEVATIONS, 5E6TION5, AND I I I DETAILS FOR ADDITIONAL INFORMATION. 2 5 3 «` J • EXISTINcS 8" 2. ALL WALL- ASSEMBLIES EX'END Tn UNDFR51DE OF FLOOR. OR ROOF STRUGTURt RBOVE, UNLESS ARCHITECTURE • INTERIORS•PLANNING CONCRETE OTHERWI5E NOTED. FUME HOOD CHASE WALL - I -_ _-- - -- ---- -_ -- - -- - - - - -- - - -- - -- 3. MOISTURE RES15TANT GYP5UM 130ARD SHALL BE - - - - _—_ ___ T - _ _ _ -- AND BEHIND DRINKING FOUNTAINS, c� ' I A A A A A A A A A A�' r \ 4. SEE FINISH SCHEDULE, INTERIOR ELEVATIONS AND N ry A A A FIN15H PLANS FOR LOCATION AND EXTENTS OF W rn Ms 31 J Am r 1 f J APPLIED WALL FINISHES. Y ° ° L j L 5. PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT ALL FIRE W < s 4 RATED WALL5. EXTEND WALL A55EMBLY TO ur s 1 FIRE-RATED FLOOR/GEILING ASSEMBLY OR ROOF r AT DECK. 3' O NOTE: SEE NOTE: SEE C� NOTE. SCE I� NOTE: SEE 0 LL rn FOR ENLARGED FLOOR FOR ENLARGED FLOOR FOR ENLARj6ED FLOOR - --+--- FOR ENLARGED FLOOR 6. SEE REFLECTED GEILING PLANS AND DETAILS FOR z PLAN IOIG FOOD f03G, PLAN PLAN 1046 106E N ' PLAN FASCIA AND SOFFIT FRAMING INFORMATION. G v „ 5GIENGE CHASE SGIENGEr 5G�' uC E N �> 7. 5A5 OF ALL NEW DOUBLE TIER LOCKER UNITS TO BE LAB LAB LAB TOTAL NEVq Gn 101 0 I M 0 �� D104 M LAB E BED NGLUOED IIN PHASEI6 4 2). PROVIDE 4 ADAC TO C 102 - - LOCKERS FOR PHASE I. REMAINING ADA LOCKERS I 106 TO BE PROVIDED FOR PHASE 2. REFER TOF_IHR r._ DRANIN65 FOR LOCATION OF ADA LOCKERS. s ' s ' L IHR I DIMENSION NOTES: a - - - - - - -- - - - - � - --- - I - -- - - - - - -- - - its 0 ---- - ---- - - O ---- --_-- - ��- - Q I -_. _-� .-.--- - - - - A DIMENSIONS 5HOWN ARE TO CENTERLINE OF COLUMN, _ ---- < . __--_ ___-_ --- - _ _ $ - FACE OF STUD, OR FACE OF MA50NRY UNLESS IOIE 103E 104E 106E i NOTED OThIERW15E. MA50NRY DIMENSIONS ARE _ MEGrIr.NIGAL MEGHANIGAL- NOMINAL DIMENSIONS UNLE55 NOTED OTHERWI5E. CHASE ' � � � CHASE Q o A o o CORRIDOR - '- I O{� O O Q - B DOOR-5 NOT LOGATEO BY DIMENSION SHALL BE —� Q Q- - J Q- - Q` - CENTERED IN WALL AS SHOWN OR LOCATED 5 1/2" I AloC r l - FROM FACE OF STUD TO FACE OF JAMB (DOOR j,, 12 D 1 B EXISTING 8" q _ I _ c' KII GUNc.P.ETE Q WALL Ii 4.6� WALL TYPE KEY = -- - -- CL 00"4 WALL_ TYPE NOTE - - WALL TYPE- A2--3 y is X = OMIT INSULATION TRW— O I FIRE RATED GON`YTRUGTION__ o DESIGNATION (IN HOURS) E 1 NR = NDN-RATED W I +1—"J ----1- d` GOWN ~� V O LEGEND L " co �J NEW DOUBLE TIER LOCKER UNITS Y "� — I -Q�L�TL0 co �( i� ADA LOCKER UNIT 0 -� TEMORARY PARTITION WALL Q 0 -- -- --- --- - - WAINSCOT, SEE INTERIOR UPPER FLOOR PLAN-SCIENCE ELEVATIONS FOR TYPE O V Inti 2.2 SCALE: 1/8" = 1'-0" O CORNER GUARD LEGEND V - cu i L 06-I = 2 x 2 x 48 L .� c tij ,, E CN 4; � jF« 4. .04LM cu � I �_ 0) ocu � CD cy) I" 44'-4 — --_ 42'-2 42'-I" 1 Q) 1- �r 28'-5 1/2" (VIF) 40'-7" +/- ` � v VERIFY WITH o _ _ L �-NNGR WALL RACKET 'YP o c EGIP. MANFR. ° -- - B SEE -- O k INTERIOR ELEVATIONScc) OF NOTE-: SEE ROOM 103 NOTE: EPEE ROOM 10:� NOTE: SEE ROOM 103 r FOR TYPICAL DIMENSIONS -- FOR TYPICAL DIMENSIONS7T -- FOR TYP16AL DIMENSIONS EXISTING SCIENCE VERIFY WITH 5GIENCE SCIENCE - CLASSROOM LAB V LAB LAB o EGiP. MANFR, p}�-P, SCIENCE - -- B41 101 OM - 103 �-- 104 Nj LAB n I � 106 — � a 00 INFILL, PATCH, PREP,-- o PAINT ENTIRE WALL a. b b b ® m �. �, �• � � d d J I I a d d I --_ I I _._ I _ __ -I (2 GG-I SGT FEC, GG-I CG-I J] GG-I GG-I f �f /�� (2) 41-21/2 (2) (2) (2) --EXISTING FACE OF 5- UP (2) (� 2q-6 1/2 l r I�) n r : u n : u : : n6'-3 u 5'-2 I/2/ 26-I +/- -I" 6-q I/2" 5'-I 2b'-3 -2 I/2 5_2 t/2' 26'-3° g'-I" 5-7 1/2 1/2 g-I" 25'-b I/2" rl k e y p I a n y GG-1 I:_ 6'_2° GORRIDOF2 10� phase I CONSTRUCTION q'-I I/2" 20'-5" 23'-6"+/- 5'-!" ll'-11 1/2" IEP'-?" 5'-I" 6'-4" 5'-1" 7'-7 1/4" 5'-1" F.O. STUD 27'-10" 14'--3 3/4" T-3 1/4" 7'-6 3/4" --- P �� _ •' '�----------- DOCUMENTS ' A — - -- _ - _ – – --- - ----– - e 10 R - AA AA date 2.23.04 _ I'-5' VERIFY ., r v 1 I WITH LOCKER El Ll H LI -�- I MANUFACTURER DOWN reVISIOfIS - ILJJ a C — J U H l_— � ] H / DOWN —__ W _— / project# 102054 LJ HUL UPPER U �J��-= PLANS-SCIENCE IF I 0 TRUE PROJECT NORTH NORTHA2m2l 1 UPPER F!�?OR PLAN ACCESSORIES/DIi1/IENSION-SCIENCE n -- -- - _ 90()()S%V I VRfl VNI ROAD 24-32 5GALF: I/(,"~ `' L--- - - ---^'- NOTICE: IF THE PRINT OR TYPE ON ANY � I I I I I I I I � I I I I � I I � I � I I I S r 11t rll III t I III 1�1 III LI t I I I1 IIIjI !I� Ill tfT I III I 1 (1111 I !II I ! 1i1 1 1 VIII I tII I 1 III I I Iltlt I (Ir t t tlllt r tlt 1 1 III I 1111 I�IIIIIII 111 111 VIII L1 �~ IMAGE .S NOT AS CLEAR AS THIS NOTICE, (— -I 4 I CMCJ I.1 IS DUE TO THE QUALITY OF THE __ til _ _ _ORIGINAL DOCUMENT I � �j ( � � I ff I 111 (I111111,1111111 lll1l11111!lll IIIl11lllllllllllllllll11lllllllIII lll�IlI111111 I t'll11111lllllllllll�lllI III!!llllllll IIIIJzi, IIIIIIIII Illllllll I!I!llll! I!lllllll Illllillllll!!�!lllllilllllll 6 �lllll9 Illll9 1 ; tc I Li1LlIII IIl I ----- REMOVE REGLET - APPROXIMATE LOCATION -- REMOVE (E) METAL / OF ROOF SHEATHING TO FOR REUSE SA. (04 AND SAVE FOR 2.B ('�... �I.Ps I3.h FASCIA AND SAVE I5 -- i REUSE BE REMOVED-5EE I STRUCTURAL DW65. LEGEND-DEMO ARCHITECTURE + INTERIORS+PLANNING J�� ® (E) '200FING./INSULATION A ,BE E I� REMOVED. REPLACE DAMAGED SHEATHING AS REQUIRED y g (E) SHEATHING TO BE REMOVED v) N FOR SEISMIG UPGRADES-5EE W a; a --- - STRUCTURAL DRAWING5 : � � a - - W < f , - - 3 n, 0- Q _ y 1 o L c N N - Q y R U) 0 a Z I x � N G m C3 I' T_TI '44 I - II II II I I I III LJLJ LJLJLJLJI ILJLJLJL LJ LJ I I II- --I-I n '7r1`771- - - - - - -Irn -1rrr _TrI- L JLJLJLJI_ JI IL .JL _IL JLJL ! r - --- iIV- --I-I n1r- 7 - - - - - - - - - - -lrf 7F_I- L JLJLJLJL _ - JLJLJLJ I I I � - -I-Irn "-iT- I•T-' -- - - - - - n7r- rT-rl-r— � LJLJLJLJL _ _ JLJI JI- -ILJ -I--IrnlrrT - - - - - - -- - 77r !-f777 - � - - I LJLJLJLJL _ _ JLJLJLJLJ I 41 _ h Q� I I I III I J LLJI ! -'J I I I �'--I-1rn1rIT7f IT TI-IT TI-17n1 rT7F-r 4 I I I II I III LJLJL._1LJL .ILJLJLJLJLJLJLJL L J L J I O • c� M 0 LO ROOF PLAN—DEMO a o 2,4 SCALE: I/8"=1'-O" 7 EXISTING ROOFING TO REMAIN EXTENT OF WORK THI5 PHA5E 2.1 ca I CIO CC 4) 22.8 h.3 A (I� ---APPROXIMATE LOCATION OF 13.6 15 c LO ROOF SHEATHING TO BE REPLAGED, TYP.-5EE E 04 STRUCTURAL DWG5. N Z _ _ - _ A I _� - I '� > _ ROOF PLAN GENERAL NOTES �3 � r --� I -- C A NOT ALL F200F PENETRATIONS ARE SHOWN. c=) .� 51M. REFER 10 MEGHANIGAL, ELECTRICAL, AND TMpMBNE VENT' ---�`b o I ` EXHA115T FAN ON o PLUMBING DRAWINGS, AND SPECIFICATIONS j PLUMBING ® ® �` ® �RAISETI CURB BUILT-UP ROOF �1 J --- COORDINATE FOR ADDITIONAL E k4ORK OF (VARIOUS T�5 EE MECH. SYSTEM IN5U ATION R RIGID r-- / - TRADES TO MINIMIZE THE NUMBER OF y i --I' NEW SLOPE TO MATCH L_____ SEE 5TRUC.TURAL DWG5. PENETFATIONS. �� 1W ! \ MECHANICAL UNIT EXISTING (+/-I/4":12) ---�\ / d NOTES FOR NEW SLOPE TO / ADDITIONAL SEISMIC �i B MAINTAIN MINIMUM ROOF SLOPE OF I/8" 2282 � UPGRADE ROOF ROM'T5. = PER FOOT AT GRIGKETED AFZEAS 5HOr^'N. rN I ! MATCH EXISTING �T ON \ O Q - I 1/4":12) I' d ARROWS SHOW SLOPE FROM HIGH TO LOW CURB, TYP. (TYP. ENTIRE RCOF) —i N POINTS. o p 1 VERIFY CURB --- I I RTLAND, 0 DIMEN51ON5 W/ - G UNLE55 NOTED OTHERWISE, ROOF SLOPES �' 1 \ J EQUIP. MNF'R. J _ ARE GRE/TED BY SLOPING THE ROOF n ._ N STRUCTURE. SEE FRAMING F'LAN5 AND < l/r' tSS� DETAILS. �� I � I I ' I I I, � I• I I I ( I I ( I i I I I I I l - D FOR Gl_ARITY, TAPERED INSJLATION C RIGKFT5 SHOWN HERE ARE r JOT SHOWN EC,TION_, 4ALL_ 5EGTION , ON D L AILS 5 5 I OR DETAILS. – __. __ ,•;. •. . •. __ _— ; __— _ _ E ALL c RIC.K_E S TO E3F_ FORMED WITH a I -- +'::'•'::.' rr �:''.•' �-- _ j TAPERED IN--JLATION I' WALKWAY PAD, TYP. I a �• 0 •H fes._- - :,i,`:L �•. SV � ?I2 10 N x t I - �a nvrw. I PR... 11 O o• ^I. ,n ,.Y,, �fy 5 .N,}I Ot..}M 4t} Q � 7YP �:tr}:i�'a� nfi I 9 • •:��' F PLAN LEGEND ROO L EG 0 J. l 1 v r PA O CRICKET WA KWA D O O O L V, �1 r t / o _ - •r• r r =r LL STRUCTURAL DRAWINGS Lu lima _ k 9 y p l a n j 0 SIM. Z MECHANICAL UNIT-SEE MECHANICAL U_Q El DRAWINGS o phass I CONSTRUCTION I AREA AND OVERFLOW _- -_ -�-. THRU-WALL 5GUPPIE W/ j ------- -- --- --------- DRAIN SET IN LEAD - - COL.LEGTOR HEAD d OC Q a -- AREA FLA5HING, TYP. --" " "- ' I DOhVNSPOJT TO I * DOCUMENTS / SEPARATION -- — i LY d ---.--- L___ o -+ 5PLA5HBLOGK BELOW WALL —��_ 0 date 02_23.04 - - SEISMIG JOINT X O i o BE INSTALLED E STALLED --(E) ELEVATOR HOI5TWAY �~� revisions 1 — TO REAMIN s° -_-- - - - (E) ROOF HATCH - -- -- -- th I 1 N N u 1' o a` Y u w / project# 02054 ROOF PLAN N N N d TRUE PROJECT NORTI•i NORTH A2m4O 90011 S�1 DUttll ��1 ROAD 25-32 Iilll'200�t-011OfiB 2 ROOF PLAN 2.4 SCALE I/B"-i' 0" � u NOTICE: IF THE PRWT OR TYPE ON ANY rttII1 1I1 i�iIIII III Iii i�i�i�l 1II III I I II1 lI1 111..r.i !�! !Ir 111 ! 1111 111 lII 111 111 1�1 111 I 1111 111 !�! III 111 t11 1I1 t I !�! 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INSULATED ALUMINUM STOREFRONT ELASTOMERIG COATING FASCIA o 0 8' O" T.O.hALL-A.F.F.gk Y O b W f o ; , . � II II it = 105'-0" A.F.F. dK - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- 1 # - - -- J o z " 1 1 III III I I r - �T (; ----- - ----- -} -- O ry i a Il II I II v I II ob112'-6" FIN. FL. "r 'r INFILL AT EXI5TIN6 DOOR BUILDING ELEVATION-SOUTH (SCIENCE WING) A3.I1 5CALE. 1/8"=1'-O" 1 FUTURE FU11JRE O WORK � WORK - MEGHANIC•AL UNIT ON RA15ED - --- MEGHANIGAL UNIT ON RA15ED -B STRUGTUkc L PLATFORM - -BE—E3 �' 5TRUGTURAL PL.ATFOkM 2 q BUILT-UP ROOF OVER --- 5 2 3 BUILT-UP ROOF OVER —, 5 }+ p I A331 RIGID INSULATION 1331 I A331 81610 INSJt_ATION A331 = C) M. I 118'-0" T.O.WALL-A.F.F. 118'-O" T.O.WALL-A.F.F .- 2-HR. AREA � I SEPARATION WAIL o I I 5G I ENGE I I I I PREP. GORR. LAB > I I GORR. ROOM O FIO-71 101 I I 10 T I \ I 102 I I O (� II 105'-O" A.F.F. I I \I I 105'_0 „ A.F.F. i I Cn �' CaCn i I GORR. I I 5G I EAB GORR. I I I . 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DOCUMENTS i REFER TO 114ALL SECTIONS D - ---� -- ENLARGED DETAILS. date] 02.23.04 revisions CN0 ?I- 61 y� X O a / -------------- N 4 project# 02054 J BUILDING ELEVATIONS BUILDING SECTIONS 0 0 n 90000%% DURHAM ROAD 26-32 A3ml Bt 1 P 1001-00068 I: r NOTICE: IF THE PRINT OR TYPE ON ANY rTl r I i'iill I I 1 I I I I I I III I I�1 r I fll r1Tft�l�rrr I(1 111 .r i I(1 i(I 111�i1i lil I(I I(I I ►1111 I(I lir 111 I(I 111 111 1 IIr(I I(I til tinl�l(I 1�1 IiT(I�1 1(I 111'111 I I►I r IMAGE IS NOT AS CLEAP AS THIS NOTICE, I I 11L I I � I I - I-�L—�_---� 14-1____._ _ 1_._ I _I..---._ —I I1- I I I1--I I-�- �L---I_ i _I I J yt i �OO IT IS DUE TO THE QUALITY OF THE "°'e ORIGINAL DOCUMENT S ejZ Biit LjL S �L 65 S ��E Tti L 1ilI; 8L�T9T Tllllll 111II1117111m�I91�11111111iIllll��I119, lll� IIII VIII lo�ilol�l�llll 111111►I!�IIIIIII�IIII II 111111111LI1111 LLWlllll�l�lllllllWlllll��IIII�IN�I i I --MEGHANIGAL UNIT- 5EE MEGHANICAL N* } ARCNITECTJRE +INTERIORS PLANNING I _ _J 1_ - SE OF PLAN ROOF SB.0 ROOFING .Ir55TEM OVER RIGID NSU ATTION 2 CD i B.0 ROOFING FIRE CAULK O �' � 5Y5TEM OVER PENETRATION:, T7 P. / w I RIGID INSULATION w w s 4 / 1181?" 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INTERIOR EI-EVA7ION5 ARE DRAWN IN TRUE DIMENSIONS, UNLE55 NOTED FO10 FURNISHED BY OWNER, INSTALLED BY OWNER Iq TACK SURFACE, 1-5-1 32 NOT U5ED O NOT USED i - - O NOT USED OTHERWI5E (I.E, ANvLD, CURVED). CAS-NOR [�I� . NO WIDTH X HEIGHT X DEPTH 20 TACK SURFACE. T5-2 33 NOT USED 51 TEAGHER'5 GABINET 68 NOT USED revisions v r IDTH X HEIGHT X DEPTH W/ LOCKS WSC,T-I O SEE PTL. 21/Aq.01, TYP. bq NOT USED � 3. SEE FINISH FLOOR. PLANS, REFLECTED CEILING PLANS, INTERIOR NOT USED � 21 TAGKBOARD i ELEVAIIONS AND INTERIOR FIN15H LEGEND FOR 6LL FIN15H 5O NOT USED �� 52 NOT USED INFORMATION. - - 22 MARKER BOARD 70 NOT USED 35 NOT USEi? n°r A66ENT PAINT COLOR (P-X) b NOT USED 53 LIGHT FIXTURE- SEE ELECT, lI SCIENCE LAB STATIONS s i `� GENTE iTEM5 SUCH AS FIRE EXTINGU15PE-F? CABINETS IN WAIN5GOT - - 23 HORIZONTAL SLIDER MARKERBOARD 36 NOT USED O c SEE DETAIL /ST T PANELS. 1- - - O WOOD TRIM - WT-I U SINK (ACCENT PAINT COLOR (P-X) 24 PROJECTION SCREEN - PROVIDE 3l NOT USED @2 GOGGLE CA3INET i 5. ALL HALLS IN HALLS AND GORRIDORE, RECEIVE WALL. FIN15HE5 AND r------------ O NOT USED BLOCKING 55 NOT USED ---_-- -�- �I CONTROL JOINTS TYPICALLY 5HONN. CONTROL JOINTS OCCUR AT ALL - 38 REFR16% W/IGE ISI NKFR (FOIG) 13 FIRST AID CABINET ' v DGOR AND RELITE5, T•T'PIGAL. TACK SURFACE CONTROL JOINT 25 WALL-MOUNT TV/VGR BRACKET - O NOT USED PROVIDE BLOI.KIN&, INSTALL TOP 3q DISHWA5HF_R (FC,(,-) 74 DRYING RACK 6. SEE DOOR AND FRAME TYPES FOR ADDII ONAL INFORMATION AND 10 NOT USED OF BRACKET I" BELOW LINE OF 57 NOT USED REFERENCE TO DETAILS. / TEMPORARY NAL L FINISHED CEILING. 4EE SPEC. FOR 40 NOT USED - % i II NOT USED BRACKET TYPE. O NOT USED l5 CORNER GUARD J ALL WALLS MEW AND EXI5TIN6), INGLUDEING NAI_L5 NOT ELEVATED, 41 NOT 05ED project # 02054 TO BE PAINTED, P-1, UNLE55 OTHERNISE NOTED. ALL WALL BASE TO BE t NAINSGOT, FINISH PER 12 PLASTIC LAMINAL SILL 26 GLOGK. - qb" A.F.F. TO CENTER U.N.O. O NOT USED 6 ELECTRICAL PANEL, SEE a B-1, UN'_E55 OTHFRWI5F NOTED. REFER TO FINISH FLOOR PLAN FOR 5PEGIFIGATION5 42 NOT USED ELECTRICAL 0 13 807 USED �l WALL MOUNT-ED SPEAKER - qb" 60 NOT USED INTERIOR ELEVATIONS � m` ADDI'I:JNAL INFORMATION. A,F.F. TO CENTER U.N.O 43 NOT USED ll EMEP.GENGI' GAS SHUT-OFF P X PAINT COLOR (F' X) 14 NOT USED bl NOT USED VALVE, SEE MECHANICAL n b. PROVIDE KEY LOCKS AT ALL GA5EWORK NOTED "W/ LOGK5" O 28 EMERGENC Y HORN STROBE - SEF- 44 EYEWA5H/SHOWER O 15 HOLLOW METAL- FRAME - PAINT ELECT. 62 PAPER TONEL D15PEN5ER (FOIL) a G PROVIDE EPDXY RESIN COUNTERTOP, WORK SURFACE AND 6" PI X PLASTIC LAMINATE COLOR (PL-x) (P_2) �� FUME HOOD ALTERNATE #I, TYP. 0 BAGKSPLA5H, UNLE55 NOTED OTHERWISE. (8" ADA LOCATIONS) 2q NOT USED SOAP DISPENSER (FOIL) A5m02 16 DOOR - SEE SCHEDULE ME"AL LOCKERS ro N 30 'RF FXTINGUI5HER CABINET 4l NOI U5ED 64 NOT USED � Il EXISTING FRAME P DINT (P-2) O Ullilll�0% I)11R11:�M11 12O:U) 12-32 I 48 NOT USE D 65 NO T USED 11111'2011.1-00068 ..,.-. ..•ws,�......�.._,r.y.�,�..,R,��,�--. .,,T,,,..,�...,-._.._.•. .eT +�+x+�6�?atro^"�:x•. ,._.,.._........*. °"' _._.-......r,,.�arrx� ..- a• -��r.. ,.+,. _. .»-.,_ _.,. ._ x.- ._ , . a NOTICE: IF THE PRINT OR TYPE ON ANY I1 Cr 1 l r 11 i IiI III 111 1 i i I f I I I III i l l i'TT1l l i Ill rll J r t I I III 1l�'I I I III III III I I I I I l l 1 1 1 I L I I 111 I'I I I I f I III I l r I l I r I I I I III I l t I I I I I' I I III 1111 III III III I I C IMAGE IS NOT AS CLEAR A,i THIS NOTICE, L. 111 I L- ( I- -I 5L I I I�1 I --I-7� - SI--I 9 �- _1b�-- I-1 i� JCS ! aw ;) IT IS DUE TO THE QUALITY OF THE _ _ 1 _`'J _ _ _ No,311 a�Y� :awwmn, +._. : / rr. too ORIGINAL DOCUMENT �s Z 13Z LL 9Z L 4L s L iE c R1[ 8t L�t T 4i fT s1t I Li I t t 61 ILL GI1111111�1111�1 11�!11i11111l1III IIIuIIII1IIII�IiII llll�llllllillllitlllili �1 *IJ Jill 4II!