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7090 SW FIR LOOP-2 •i. t,,, a r y `u¢ tl NNW 1 Robert Evenson Associates - - — '—— - Architects AIA - -. -j0 r o G�.R� 0 W AU. C.jw 11 - r -� - 1 I I J ii -: Archua eure L Planning Effi Interior Space Planning 510 V*1 Third Are Punland,Oregon 97109 CLASSROOM ELEVATION221 0890 CLASSROOM ELEVATION I/ II 4 = 1 -o , r' aim rz�R PROJECT NAIVE F1 - TENANT 3 , IMPROVEMENT FOR I r[j nAw� � b ►�7, o SOUTH ELEVATION It - 011 NOBEL, LEARNING COMMUNITIES DSHEET TITLE I 9 o P'tTl.., ✓TUDti .? I(o" W/ � IZ 13 EAST ELEVATION TOP a ou+R RAL . -- V-3 11r CHAN RAL - OAK NC44 PANO PC" NCS= 1811 11_ c, I I REUSE OF DOGUMEM3 Z W Him I r'IA'1 E 9/ This dot unem. and time ldeata and Hxi� C2 P, WAIL CAIIPET 1=t Cr psW ty ftben btrucin r Hb,ICDI g U Amcbm who+e,or innppw%Is w tt►�po Ia > t,K Co x(o COL, um d mean Eve"Aaaodon f r _ * DOM lV1tJ"OON Asx)aA= L1 I REVISIONS DOOR HEAD/JAMB WINDOW HEAD/JAMB/SILL CHAIR RAIL DETAIL 11 milli _ - ElEl ate Deuription �� r^ ( W7- I r6b u Q 21 I NORTH ELEVATION 1161 - it- oil 11 S FI�LMI r MTL STUD'S C Ka '� , II WAIL CAIIPET 1 W MTt. STUB+ to r1TL Ux6t '"- y�'' P•� arW r� — Cow" wa,A, - _ ----- JOS NUMBER DATE4AIL U1 . 5 ��r OAK IE 2 �o41 �c NailN�uL, I ( 1 E:1 2 M � (40G° Ary Qa'0) SCALE OVERLAY CODE ' DOOR HEAD/JAMB WINDOW HWEST ELEVATION HEAD/JAMB/SILL BASE DETAIL Sa+EEr NUMBER I I. , 2 - - o ( �Z _ - � �i 311 = If - oil CNet A an A 3 I 7090 SW Fir Loop SUP 2000-00417 r11. ,....... ..-.....w. s� 1 of 9 Cm 111{IIIIII11111111111lII11111!II ! 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IIII fIl t11 II'jj�i}jlllli!IIIII', _ LEGIBILITY STRIP 2 b i 3 a 5 Q ; I , tOia�rlpl 10 11 12 13 14 i 18 17 18 19 20 21 212 23 24 25 28 27 26 29 30 fill N0111 d� 111 . oa T 4' mp - l J! t. t F I Robert LIGHT FIXTURE SCHEDULE EVemon Associates A 2 x 4 Fluorescent with Prismatic Troffer 4 o Q d p p E,A . �— •• , Architects AIA 1 � AE Same with Emergency Inverter Ballast ` Archneaure Sn A A A I Planning R�� Flwres lent Downlight I Interior Space Planning -� -- -- --�-- _�— SIO V W Third Awe C, 2 x 2 Fluorescent with Prismatic Troffer I - - --'— 510 NJ.Oregon 97209 _ -- - - _ -- ------ - - I I -- S03 221.0890 Same with Emergency inverter Ballast � Coe At� At AI i p, A It- Exit �+ Sign with Battery Backup --- --- -- - — _ -- �' 00 RT NC� OKOON !� Exterior Fluorescent Surface Mount 9 E.S,m Exit Sign _._ -- _ - _ __ ._ . _._._ --� PROJECT NAME �i- Emergency Light A A , A I A A - TENANT IMPROVEMENT - O — « —�-- - -�-— -- FOR A A aNOBEL- �� - — -- -i1 -- --- �,� LEARNING COMMUNITIES 2lHOLLOW Mn- f''Kki t: I oP �.L , fids ---- -- -- ' O e) 11 E.S. I° -- — ----- -- - — --i �,�• --- -- 06 c�1.68-10 bQ - — 150 bo 0 C c,L�aB•I� 15 0 �O O6 O IGL6 10'-0 SHEET TITLE At f5 Q 60 � � - – : o� - - CGI..(' 8'-loll HALLWAY ELEVATION - AA/ II l II I — A _ A At, H, rl. "Ant - - - - - - -- -- REUSE OF DOCUM&M A a tris e�x Xa " I*n a"a a ,4 , __._ ._ _ _ �w 1 .an Waim 7tt1P — –-- _ C.tb 1-1011 A A a � fit.• G A At, - - -- __ — AMCUS WW is=a ee u"ed,In ') O �7 -- - --- -- -- or in �tx��e 0'o- � .`. lea vrt� d+te rAnn aMAorfar A I -– -- — bop 6BOBtQ WRhOM AMKX3Mf W t Iv 170 W 7 --- — �•5, REVISIONS ill --- -_. _ _ I Date Description -- — 06 �05 � 13- 0 50 - 5 ' loll '-toy 3�-011 A A� ---- • - --- ------ A - - A / A� A L CA,&10'-oil A HALLWAY ELEVATION — --- - -- 05 0 & 60 BO 1/4 C. - — a � ---- -- 0.5 06 60 .60 A I'3M 1 3r — _ _ A '�-- — _ r------ • — U JOS NUMSEII 4 N 1 Z , c^ DATE IF SCALE 3 ; OVERLAY CODE HC TOILET HC TOILET REFLECTED CEILING PLAN I I� 11 1 O II �, I II _ I- 1/4 - IIA4 SHEET NUMSEII � w 4 I �` I Q w Ca�C�M aY 7090 SW Fir Loop I BLIP 2000-Mli 2 of g .w.�r,..rr.M 0 cm I ,, �' .- VIII 111111 111t " t OMAN- 3 LEGIBILITY STRIP 0 2 3 a 5 s el s - -'- iO�n.i�m 10 I I 12 13 14 IQ 17 18 i9 20 21 22 2� 26 27 28 29 30 ml al „ • �. s 'Y E 17� i r nuor Schedule Door Types • • Yp Room Finish Schedule Rembert Frame Door No Size Floor North Wall South Wan East Wail West Wall cern Evenso[1 Matl Fin Matl Fin Type Hardware Detail Remarks Room Base , '•o" '- " a Matt Fin Mat'l Fin Matl Fin Math Fin Matl Fin Mat'I Fin Hgt Remarks Associatm I I 3 X1 o LU r'1, �I,IJ t1/6l. p. �xIST. R C.,p•Tl`D Lvb�Y SFT oAIC 6YP ISD fl /GA 6LA� 6YP, 50 Pr/op 6YPtiv, FT/oa At-T- lo'-o'I � MT, Um FoR F5At&_ I 2 -011 )LIST x,1-011 O.L'111 _ H,ti , f T H.r i . PT" f--.) 6/ ,�'P. o � I I If 11 �'I V�, �I PT I t I I P r I i Pr I I 10 II �rchicem AIA a, X1I !I I II 4 3'o II II I I I II �T#,r-F x1'-o �ToRAh I Sp.t �tirrq C-Fyp. bo o" K1 Tc,H tj�,J V5 Fi I I II II II I II �� It I( �I II 510 NW Third^v. �0 3-o x-1 -o I I II II I I F� , NDR`r ►I II I� II I I II I �o�rnyoda�o°w°" 1/4" TUR ( � II I II II II .� 1,'-OIX�I.O1� II II II II II (7LA�p� L I P RP, VOT I I I I PT/GA �''►-�i I r r K h• �-- I I /�,. • I( �r/C�'� I I �'T/G�• I( I I _...�. I�I,� 8 3I-o xT -o ALUM , AWr1/" A M5T. RtIJOc,ATto wo r_ ��, �► 1 o � I �!.�1. m HALLWAY GPT 5� DC;f'� $/�� � PSAS 3-O"x,•O1 rl , F'T" WooD C,l_�?,� D i I 11 � H� To I L�,r V5 F 4"v,b. I I PT/, f" I I Pr/FIS I I Pi"/"? I I PT'/FIS' i I I I I a H i W W w#•I N 10 3-0"�.�'-o'' I I I I �1t�/t>L I I G g - `' ' .L... O T°I T' I 11 WOOD 11 D ,^ I� - -g ''f`'' '�` FQ�dbt HOOL I VGT I I 11 FT/LPT I I ri/ I I PT/GA I I PT/GA I I I I PROJECT NAME I Z �'•°j1X-�1•°I II I� II II II �� o0 13 �,ollx,, o„ (I li II II II 6lAh� To LET 2 V��- I I I II TENANT Pr/ II FT/FV II PT/FRP II Pf/FSP I I II •o H I FR.P SP WNINbcoT- IMPROVEMENT I$ 0 x 1 .0 II II II II II ', 13i,}�5,c. FOR OAK PR.Eb4,H00L 3 VGT I WID/6L II Cl -- - PRt;ou- --- I 1• I h loo L 4 I I I(0 3-O �c'1 •o I I I 11 I I C11 ' ToiLt-r 3 \/5 r-' II II p�- 11 FT/W '1 r ! r/ KI Pr/FRP II 4 -o 'HI r-" � vJAW5car JO°� NOBEL, M u Lr l Fu c ver I I I I PT/�` I I F'r'/�A I I r I/�ip► I I Pr/CiQ► I I I I LEARNING COMMUNITIES 8 3'.owx.�l_oll II I) 1) II 11 T ILtT o 4-01, H1 13, V5F' II I I PT/FRP I I FT's p I I pr/FQp I I I i I I Fv FID t kt,,1�Gor -o"x"i'-oI I I I WV/6L I G o�� P �HooL 5 VGT II I I Fr/CA I I FT./GA f 20 31.0 i x,l-OI, I I I I I( !I I SHEET TITLE 23 3'•o''x1'-o'' I I I I I I I I I I -24 �5 31•a,1 x ,1-011 I I I I I I I I I I x'1'•0" � I'�'$I I I I� W o10p 1) 5) 4bOL10 GO!', Electrical Schedule >,°°` '�' Electrical Symbols Plumbing Scheduleam „�,� Is*A p"aw d M*m taruon o Description Manufacturer Number Remarks No Description Manufacturer Number Remarks "� III m.w wA in No Description Manufacturer Number Fittings Remarks .;w„ Ilon d ft6M wiiiiiiiiiitll A�ollna fff� &WOM M PAKKL4 7 REVIS10" �t� OMorlptl0a I , r t i Joe NIMINR DATE SCALE I OVERLAY COOL 1 MISSY INMANtit A5 7M0 SW Fir Loop eww. ..,. ...W,..._.r SUP 2000.00417 —Ink- MINN" _. _.. - __ " •''�xas,;.�.r.....,�.....»w✓,..irri - ....,.,..:,_,... .. .•rauev.... LEIZIAI6I?Y Sip._. `p-0.i T 2 3 4 I Z{ 1 8 7 A I!O III 112 113 ,i14 1i8 II7 II9 �I91 2l0 21 2f2 II12!311 11?I!41 11!I!llulli!Ij!Ijlll(II!0111.11 11111111 ill 25 28 27 28 29 30 4>r al 11 1 MlM11 � ' Jilli I oa w LANNON- r ti, 'I r' L fl - a � EXISTING FOOTING SGNEDULE g LENGTH WIC�I'la DEPTH LONGITUDINAL TRA14OVERSE �y 'L' •W' 'D' RE IPFORC ING RE R#FORC ING n OA 3'-6' 3'-b' I'-0' (4) •4 (4) •4 3 �, H v ® 4'-0' 4'-0' I'-0' (5) •4 (5) •4 r- P u�, O4'-6' 4'-b' I'-0' W64 (S) 04 OD 5'-0' 3'-0' I'-0' (3) •4 W04 INe� O5'-6' 5'-6' I'-0' !'1) •4 (1) •4 (Mtn" �11�pg1� 2 > 3 1 Z 3 EXP: 12/31/00 I I I I 1 i COL. COL. I I 14'•5' I b'-II' � I I NG PLYU0. 6 3 © F• —� 0 R+OOFISHEATHING S? p, S? 1 S? 1 ' > _ - q_j - ' �- z A tVz- q - - - --- - - - --- --- - o -� A © Q ? © � O I C� G ixSZ -� l� C ry S? I OA - - - — 91 S2 PANEL Z U_ cw — Q U io r I EX16TINO COCK LEVELER -. Iyg • 0''0 0 Q U1 }- I IPPILL WITH CONC. W/ •4 I I I I 1 �� ?YP• • --� (E) 4x�-T— I I I I PANEL I J Q • 24' O/C EA. WAY I Garll i O O 4 � S? (2) 21/3 x21/mI6GA, Z I TYP. • GRIDS B 4 C r -I r — -� r -I _ ._i_ I I • I I I .--- - - — - _ _ - -- EXIST. GL 6-14x36 _ EXIST, GL 6.4x21 - L J O L — E `/ J © 10 (?) ?fix?VixIOGA, V C 4025-15A. TYP. • GRIDS B 4 C S? s? 5 SIDE OF GL BM. S? 8? TYP. 5 b �; I INS • 8 -0 8? Z r .j I I I I (E) 4x�b •1 f'u i I I I I S I 4 -- 82 TYP • r 1 r — -� r , PANEL 62 - I I • I , I _ _ — - CQ'11 _ EXIST. GL b3i4x36 EXIS . GL 631,241 TYP. - L �3 Jam` L — � O L J O © C 4025 EA. S2 9? S? 61DE OF GL ®M. (:/ l�- dI I I I axlb DF ��INg • 0'"�, I I I I . c�) cn O O -- PANEL - - -- TYP. 2 cow - - 62 D - r 7 - - — c fixes "cxw-1 - -- Lp2a'-1' 3 6 3 EXISTING SHEATHING ! TYP. I I CrJL. Cpl, FOUNDATION PLANROOF FRAMING FLAN W MA r AW 1W"MMTY OF all 111 11"EV CaOAIM OIOIEQS W. SCALE: Il 1'-0' SASE-11 SCALE: 1ti' 1'-0' M N[NO 10 K UM ON NP 100 M N NIT wma mm 911M it�f1411 WTTEN PEId9SlQI OF T.V. RIPPEI' OONl im DIONFDIS INC DATE FU NAME _02%14 DRAWN BY. DIM _ CHKU BY: JIM _-- 3HEM 61 OF Mill No.: 0296 7090 8W Fir Loop SUP 2000.00417 4 of 9 I� ill IIII IIII 1111 IIII IIII IIII IMI IIII IIII 1111 IIII illi IIII Ilii IIII IIII IIII IIII IIII IIII Illli it Illy! F ...'.. . s ,a '" Cm1 f 2 I 3I I I aI I I I I I I I I I I I I I I '-"1Y�ulllunlnulnn1fill IlInIIIInI�nIIIuIIIIulnlrl�llllllllunlunlunlln11111nIlIU11 1111 if III (0wmLI68ILITY STRAP 0.1 cm I3 14 I1f! !4 1II2e 1I1111111111�n1�� 27 2e 29 30 !!1 r 111111 Jill 111,6111111111111111111111111 I'll 111,111111 JI 11111111111111 111 OE �;.. FACE OF CONC. 3' 4, a C7 WALL PANEL O l O Z .I� I j, 7 GENERAL STRUCTURAL NOTES: CODE REQUIREMENTS: MIALL -' CONFORM TO THE UNIFORM BUILDING CODE, 1991 EDITION, AS AMENDED BY ALL STRUCTURAL AND MISCELLANEOUS STEEL: A8TM A36(FY-36,000 PSI) PLAN THE STATE OF OREGNOTED O g ON. T.S. COLUMN (N-46000ASTM A500, GRADE 'B' l -4600 PSI). NEW TS STRONG U DESIGN CRITERIA; ALL BOLTS: ASTM A301 UNLESS NOTED OTHERWISE. �BAGC SEE PLAN DESIGN WAS BASED ON THE 6TRENGTH AND DEFLECTION CRITERIA OF THE 1991 WELDING: PER AWS STANDARDS. El0XX ELECTRODE AND 15Y CERT,FIED FURL IN UNIFORM BUILDING CODE. 1N ADDITION TO THE DEAD LOADS, THE FOLLOWING WELDERS. TTYP. 3/16 2 LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: ALL STEEL TO HAVE SHOP COAT. c 14 ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC ti ego 04 x 12' DOWELS L 2x2xI/4 ROOF: 25 PSF. PAINT PRIOR TO BACKFILLING. M • 48' O/C W/ 4' (3) SIDES (NS/FS) vi EMBED. W/ HILTI L 3X3x'/2x0'-4' • 24' O/C ALLOWABLE SOIL BEARING PRESSURE: 2,000 cQ DESIGN, FABRICATION, ArID ERECTION SHALL 13E IN ACCORDANCE WITH THE 'HY-150' EPDXY / STAGGERED W/ 9/Ib' HOLES -�-� 'RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF \ - EXIST. L '�c3 FOR e4'• A36 THRD'D RiODB ---- Ie 6 TW -2 W/ l2) SEISMIC: ZONE III, R + STRUCTURAL STEEL FOR BUILDINGS. WELDING SHALL CONFORM TO THE AWS CONC. INFILL W/ •4 EDGE A36 TNRD'D RODS W/ W/ 3�' MIN. EMBED W/ 4,5 (SOIL PROFILE: TYPE G) , CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL • 24' O/C EA. WAY I P/4' MIN. EMBED W/ HILTI 'WY-150' EPDXY C 6x81 x 8'-4' W/ 3' TOL 3x3x'/3 • WIND: 80 MPW - EXPOSURE B BE 3/16' MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS 4� HILTI 'WY-150' EPDXY %Ab'• HOLES FOR / TOP OF TS COL. CERTIFIED� WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, a• • . ' LAG SCREWS EXISTING CONDITIONS: AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGINEER CLR- a EXIST. GONG. SLAB 1 THE CONTRACTOR 5►'ALL FIELD VERIFY ALL EXISTING CONDITIONS, PRIOR TO FABRICATION. aq • 4' (2) Vv'♦ LAG SCREWS W/ I DIMENSIONS AND TOR SHALL 140TIFY THE ARC41TTECT/ENGINEER OF ANY DISCREPAION5. THE NCIEA S FROM CONDITIONS SHOWN ON CARPENTRY: 4' MIN PENETRATION =3 • CENTERLINE OF PURLIN THE DRAWINGS PRIOR TO THE START OF THE WORK SALIN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL C.c7NFORM t0 WEST COAST LUMBER EXIST. EXIST. TEMPORARY CONDIT GONG. WALL CONIC, SLAB NEW TS STRONG PANEL THE CONTR<GTOR SN�A�LL-BE RESPONSIBLE FOR. STRUCTUF,:,L STABILITY OF THE IRiJLESCTAaL�L LUMBER NOT SPECIFICALLY NRGTO DU TO BE GF I�tOR BETTER ALL BACK, SEE PLAN NEW AND EXIVING STRUCTURES AND MALLS DURING CONSTIR ICTION. THE WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRE55URE �AlEiiplL�'� STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY TREATED UNLESS AN APPROVED BARRIER IS PR:.)VIDED. FRAMING I INFILL SECTION 2 SECTION 3 -SECTION UNDER THE FINAL CONFIGURATION ONLY. ACCESSORIES AND STRUCTURAL FA8TENER5 SHALL BE MANUFACTURED BY EXP: 12/31/00 SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE S2 �-' DC-4 $SIBMITTALS: SIZE AND TYPE SHOW) ON THE DRAWINCs8. ALL FRAMING NAILS SFIALI- BE SCALE: I . I 0 S2 SCALE: I' . I'-D' S2 x-e SCALE: 1' + I'-0' SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/EN31NE�--R PRIOR TO COMMON NAILS. NO BOX NAILS ALLOWED. FABRICATION A,0 CONSTR7ICTION REGARDING ALL STRUCTUFAL ITEMS. MECHANICAL, IF THE SHOP DRAWINGS DIFFER FROM, OR ADD t0 THE DESIr-*: OF THE THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL to STRUCTURAL DRAWINGS, THEY SHALL BE CLEARLY IDENTIFIED. ANY EQUIPMENT, MECHANICAL, PI UMCING, FIRE SPRINKLER MACHINERY, AND ul CHANGES TO THE STRUCTURAL DRAWINGS SHALL. BE SUBMITTED TO THE ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO � ARCHITECT/ENGINEER AND ARE SUBJECT TO REV AND ACCEPTANCE OF STRUCTURE NOT C * ORMING TO SHEET METAL AND AIR CONDITIONING Z WALL PANEL EXIST. CONE. THE ENGINEER. • CONTRACTORS NATIONAL ASSOCIATION (SMAA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED rY AN CL Z EXIST. EMBED IE EXIST. GL BEAM, DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATION; FOR THE DESIGN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED (31 SIDES SEE PLAN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHER, INCLUDING: TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. WINDOW WALL AND ALL OTHER GLAZING SYSTEMS SHALL BEAR THE SEAL AND / SIGNAIURE OF A STRUCTUI'a'AL ENGINEER REGISTEIft-b IN THE STATE OF INSPECTION: V C 4025 - OREGON, AND SHALL BE SUBMITTED TO THE ARCA TECT/ENGINEER PRIOR TO SPECIAL INSPECTIONS: IN ACCDRDANCE WITH SECTION 1101 OF THE UNIFORM � � Q FABRICATION. DESIGN SHALL BE BASED ON THE QIIIREMENTS OF THE 1991 UBC. BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT SPEC'rICATIONS. Z -- - --- - `/4'• A301 BOLTS 9' 9' SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING • 1'-6' O/C EXIST, ��T-iN-PLACE CONCRETE; •� LABORATORY EMPLOYED BY THE OWNER FOR EHE FOLLOWING AREAS OF EXIST. PANEL PURLIN - CONCRETE WORK SHALL CONFORM TO ACI 301. we WO ; COMB. II! — Q i i p VERIFY CONDITION OF _ _ • • IL �/ EXISTING lir-.LD ANn 30 - O O SIM%'# 3* TW8 D PURLIN EXIST. SLABS: f'c-3,000 PSI AT 28 -JAYS: MAXIMUM BLVD 3' PLUS OR MINUS 1'. A. EXPANSION ANCHOR PLACEMENT W-1ERE INDICATED ON DRAWINGS. V Q ADD AS REQ'D TO W/ e7'• A36 THRD'D ROD W/ CONC. WALL ''77 -- -� 3%' MIN. EMBED W/ HILTI PANEL �1 ACHENE SPECIFIED 'HY-150' EPDXY SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON B. EPDXY ANCHOR PLACEMENT. Q (� SIZE AND LENGTH Ie 1x21/4xl'- THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL -1 CENTER ONN r ENGINEER BEFORE POURIW-s. CONDUITS EMBEDDED IN SLABS SHALL NOT BE C STEEL FABRICATION AND ERECTION. Lu SPLICE LARGER THAN ONE THIRD OF THE THICKNESS OF THE 81-AB AND SHALL NOT BE ca VOL ICE SPACED CLOSER THAN THREER DIAMETERS ON CENTER. PROVIDE 3/4' D. FIELD WELDING. Q CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. Z 4 SECTION STRUCTURAL OBBERVATIONS: S SECTION !NF01?C!N+r- STEEL: STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED �O SECTION REINFORCING STEEL SHALL CONFORM TO ASTM A415, GRADE 60 AND FOR REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING TIMES DURING S2 SCALE: 14y' - 1'-0' S2 DC-2 SCALE: I' • I'-0' S2 DC-7 —'iSCALE: I' m I'-0' DEFORMED BARB, UNLESS OTHERWISE NOTED. 4K CONSTRUCTION: REINFORCING STEEL SHALL BE DETAILED iN ACC4711�DANCE WITH ACI 315- AFTER THE ROOF SHEATHIMG AND ROOF STRAPPING HAS BEEN INSTA..LED, LATEST EDITION ('DETAILS AND DETAILING CONCRETE REINFORCEMENT'), PRIOR TO COVERING WITH ANY MATERIALS. REINFORCING STEEL SHALL HAVE PROTECTSON AS FOLLOWS: AFTER THE STRONGBACKS HAVE BEEN INSTALLED PRIOR TO CUTTING OPENINGS IN PANELS. CQd121710N: MINIMUM G01/ER: SIMPSON 'A35' EXIST. SUB-PURLINTHE CONTRACTOR SHALL NOTIFY THE ENGINEER (4)FOUR DAYS PRIOR TO THE Ib' O/C (2)) SIMPSON 'A35' N0,5 BAR, 11131 OR 031 WIRE AND SMALLER 1 1/2' COMPLETION POINT REQUIRING SITE OBSERVATION, • S (� CONCI�I RTE .F,00RIE5, W V J NELSON HEADED WELD STUDS SHALL BE AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN STRICT ACCORDANCE WITH —j THEIR RECOMMENDATIONS. EXIST. T EXIST. J::�EXIST, '(2)SNIP" CONCRETE EXPANSION AND EPDXY ANCHORS SHALL BE BY HILTI SUB-PURLIN PURL IN PURLIN '�, EA END INTERNATIONAL OR ENGINEER APPROVED EQUIVALENT. t- Ko SIMPSON 'LTT19' • 48' O/C — - W/ 24'! A36 THRD'G ROD W/ 3%' MIN. EMBED W/ HILTI EXIST. �� `- EXIST. 'WY-150' EPDXY M 7 PURLIN 1 PURLIN NEW 4x16 NEW 4x16 RIP TO FIT RIP TO PIT z Z LOCATE 'HU5.:1' ;'o r SIMPgON 'HDSA' W/ EXIST. 7-1 MAXIMIZE EDGE DIMS (2)4n'0 M.526 CONC- WALL SIMPSON 'HTT22' • 48' O/C W/O MTERFE111041$ o.W 1 i e/4'• A301 BOLT PANEL EXIST. EXIST. EXIST. v GL BEAM CONC. WALL PANEL 8 SECTION rcJ SECTION cJ2 oa-e SC--ALE= I' + I'-0' S2 oc-e SCALE: V °C'II SCALE: I' - I'-0' EXIST. HANGER NEW SIMPSON 'HCSTR2' (NS/FS) H L 2Vjx24yx0GA. X CONT. EXIST. SUB-PURL IN ►3' 11,18 j I I (2) J6SCR1' ''3 W/ ME DRAMM AK ert PfMsnlrf OF NO ME Mor Io K USM a leP1TWU m tl' PENETRATION I IM frl WY OOMnK ENCPF Rs W. • 4' O/C 1 fM ANY MAND ENIM WIN M PROM fild"EN PER10113" OF T.M. RIPPEY X CONI, L 24yx2 xIBCA 8d • 4' O/C 1 - - - - omsanK Y: 01011111m w- DATP- Od • 4' O/C PRE NAME: 9-2&32 --- EXIST. GL BEAM NEW 2x DLK'G EXIST. c i)BY: -LP DRAWN BY:.DLM EXIST. GL BEAM 6R•1PSON 'A35' • 12' O/C GL BEAM sum MK (2) PER SEGMENT Im SECTION / 11 SECTION 2 oc 10 SCALE: I4!' 1'-0' S2 OC-9 SCALE: V I'-V' OF PRO)Wr No.: +a29F� Togo 3W Fir LOOP SUP 4000.00417 S of 9 ,- cm 111 ILII Illi IIII IIII IIII IIII IIII IIII IIII IIII11111 IIII IIII IIII III, IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII IIII 1111 11 11 IIII IIII IIII IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIII 1111 Illi IIII I LEGIBILITY STRIP oTo-i cm 1 1 3 1 4 1 1 I� 11 I I II0 I III I IIS I II+, I Ila I I , I Ild I I� I IIS I Ilp ( 2l0 I 2�1 ( 212 12la I (4 i �;: I �InIIIIII�i IlIi11111u1llulluul 2 23 28 27 28 20 30 : 1l�t wl I ll OLS ..,^.*,.-,win,..•. .1, i' I: 1 S.i Gk• p a aZW � 5 E-" 0 8 EXISTING- FOOTING SGNEDULE LENGTH ui DEPT14 LONGITUDMAL TRA'N16vERSE a ,: RE bFORG MG RE R*ORC MG U. O4 3'•6 3'-6' 1'-0' (4) 04 (4,104 3 CB� W-06 4'-0' 11-01 (5) 0'4 (5) 4 O4'-b' 4'-6' I'-0' W64 W04 3'-0' 1'•0' (3) 04 (5) 04 1 t OE 5'•b' 5'-6' 1'-0' (1) 64 (1) •4 uaa -i7n .� Z. pT 19. \4 of 1 2 3 2 3 EXP: 12/31/00 40'-6' I I I I C � I COL. COL. w i to I W4, I I EXISTING PLYWD. 2 3 I 3 I Z © I ROOF S+�Ef- I ATNRi - o A © 0 ? - `-y fd1 O O - - -- - - - C 6x92 G ix02 4 V J O TTP. 92 Q I O _ .-- _ -- Q 9? TYP- • LL (Y O I — - --- -- PANEL Z �! d Cow EX19TWj DOCK LEVELER ��,M9 • p'-0' uJ V t� r J "ILL UT14 CCNC. Uu u _ _ I I I I I (E) 4x16 I I I I OA PANTYPELv • ?4' O/C E4 UJAY G r O coaW 0 l?) 2'%x2',',x10GA, Z r 7 r — r , TYP. • GRADS 5 A C 8 _L J I 0 I I I _ EXIST. GL 6J4x36 EXIST. GL 0/4x21 _ LJ - -- — - - __ - - - - - - - © (2) 2'%x2'/;xISGA, '1 II ^'P. • GRIDS D 1 C 92 92 b? SIDE IOF GL 5M. g? TYP. INS • '0 9? I i I I (E) Ax16 O A a d 61401 QL 52 TYP 0 C r _1 r -1 PALL _ �Typ-- L 92 -4- ( I • I <c = CONK - EX19T. GL b��ix36 EXIS . GL 63441 - - �C �,_0, 1 11 C 4x125 EA, r S? 92 g? SIDE OF GL 5M. U n� � lL r I I ! I Axlb ! I I I I U Q TYP.} 1. PANEL 2 e fiCM 92 ® 4 —-- - — -_ - -- 1 10-I8-00 s? - - -- - - - - -- R£VIEwa�r+ cENTs C bxD2 -1 5 EXISTING A PLYU , O '1, 3 b 3 ROOF 914EATWNG 9? 92 g2 I TYP I i t C'm C.M. o� FOUNDATION PLAN ROOF FRAMING PLAN 9Ag-1 ON 1K Pi¢ tPPC`/c0AJ11610 DIVA IS W_ SCALE: 41r' 1'-D' I °A -' SCALE: 'ti' I'-0' W#A Nor Iota UM N tvMPM M IMT woo Dar AIN 1K Poe off m000ssm or tat wi COMM olmv S W_ DAM ��_ PRE NAME MA-32 DRAWN BY:AN CH"BY: LPL S1�frT PRINTED OC 2 2000 OF rRb1EU'1'No.: 0296 7090 SW Pig Loop SUP 2000.00417 6O1 g I r I111 11�1111111111111111111111111111LEGIBILITY STRIP I 15 12 13 14 b 111�11111�}2�!I0}!}Illr 21 I2At 23 :;.2,..4 rrr .2..;5r. 2E }I}i2fl17llr�I I;il :r11 2'9 2'9 30 �t 11 01 1 11111 fill 11111111111 11 '�1ptt4� r 4, n y,.7 K r 4 FACE OF CONC. 3' 4' a D WALL PANEL O b I 1� GENERAiI STRUCTURAL NOTES: . � F CODE REQUIREMENTS: METALS: CONFORM TO THE UNIFORM BUILDING CODE, 1951 EDITION, AS AMENDED BY ALL STRUCTURAL AND MISCELLANEOUS STEEL: ASTM A36(FY-36000 PSI) PLAN THE STATE OF OREGON. UNLESS NOTED OTHERWISE, O DESIGN CRITERIA: T.S. COLUMI•I: ASTM A500, GRADE 'B' (Fy-4(b,000 PSI). U 2 NEW TS STRONGALI_ BOLTS: ASTM A301 UNLESS NOTED OTHERWISE. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 1551 WELDING: PER AWS ST4NDARDS. E10XX ELECTRODE AND BY CERTIFIED PURLINN NG BACK SEE PLAN EXI13UNIFORM BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWIWELDERS. r- e g Tly,p• 3/16 2 LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: ALL STEEL TO HAVE SHOP COAT. gg 0 T4s A ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC ti ;.^, 04 x 12' DOWELS ROOF: 25 PSF. + 48' O/C W/ 4' L 2x2xli� PAINT PRIOR TO BACKFILLING. (3) SIDES}- ;- — L 3X3x�x0'-4' + 24' O/C lNS/FS) a g, EMBED. W/ HILTI ALLOWABLE SOIL BEARING PRESSURE: 2,000 P5FDESIGN, FABRICATION, AND ERECTION SHALL. BE IN ACCORDANCE WITH THE C NY-150' EPDXY STAGGERED W/ 9/16' HOLES 'RISC SPECIFICATiCN FOR THE DESIGN, FABRICATION A ID ERECTION OF. F ' FOR 314'♦ A36 THRD'D RODS SEISMIC: ZONE III, R - 4.5 (SOIL PROFILE: TYPE D) STRUCTURAL STEEL FOR BUILDINGS.' WELDING SHALL CONFORM TO THE AWS EXIST. L 3�c'i CON'. INFILL W/ 04 le 6 THR-2 UI/ l2) ♦ CODES FOR ARC AND GAS WELDIW_s IN BUILDING CONbTRUCTION AND SHALL EDGE A3b THRD'D RODS W/ 0 W/ 3'>� MIN. EMBED W/ I + 24' O/C EA. WAY HILTI 'HY-190' EPDXY TOL OF + BE 3/16' MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS PI4' MIN. EMBED W/ C 6x82 x 8'-4' W/ 3' TOP OF tS2GOL. WIND: 80 MPH - EXPOSURE B _ HILTI 'HY-150' EPDXY 9/16'0HOLES FOR EXISTING CONDITIONS: CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, LAG SCREWS I UNLESS AWS QUALIFICATION 15 SUBMITTED TO THE ARCHITECT/ENGINEER CLR ° A ° I�'0' I THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, PRIOR TO FABRICATION. EXIST. GONG. SLAB I DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE leap 4• l2) ��'♦ LAG SCREWS W/ ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON CARPENTRY: �n ��; 4' MIN. PENETRATION + CENTERLINE OF F'URLIN ' THE DRAWINGS PRIOR TO THE START OF THE WOW SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, EXIST. I I EXIST. LATEST EDI'ION. SATIN LUMBER SHALL CONFORM TO WEST COAST LLPICER i 0"" y `( NEW T5 STRONG T� JPOOO Y CONDITIONS: INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING ;0 a Ty `qe --- X. CONC. BLAB BACK, SEE PLAN PANEL WALL THE CONTRACTOR 5HALL !3E RESPONSIBLE FOR STSUGTURAL STABILITY OF THE RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. 4 OR BETTER ALL Q►� NEW AND EXISTING STRUCTURES AND WALLS DURING; CONSTRUCTION. THE WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE AI ipIL�- STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY TREATED UNLESS AN APPROVED BARRIER 13 PROVIDED. FRAMING EXP: 12/31/00 3 SECTION UNDER THE FINAL CONFIGURATION ONLY. ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY INFILL SECTION 2 SECTION SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE -- CJ2 SIZE AND TYPE SHOWN ON THE DRAWINGS. ALL FRAMING NAILS SHALL BE -� SCALE: I' - 1'-0' S2 "4 6CALE: I' - I -,'�' S2 oc-s SCALE: If - I'-0' SHCP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO COMMON NAILS. NO IU)X NAILS ALLOWED. FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS. MFCu uiQnl IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE THE CONTRACTOR Sy,ALL.. COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL (� STRUCTURAL DRAWINGS, THEY SHALL BE CLEARLY IDENTIFIED. ANY EQUIPMENT, MECHANIc.AL; PLUMBING, FIRE SPRINKLER, MACHINERY, AND UA CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO EXIST, GONG. ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF STRUCTURE NOT CONFORMING NG TO SHEET METAL AND AIR CONDITIONITHE ENGINEER zWALL P.�IdEL CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGN_D BY AN DESIGN DRA�UINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED Q O EXIST. EM®EL' R EXIST. GL BEAM, O ♦b (3)SIDES AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: t0 THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. —1 SEE PLAN WINDOW WALL AND ALL OTHER GLAZING SYSTEMS SHALL BEAR THE SEAL AND O - SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF INSPECTIC N: U -� C 4x125 OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR O SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1101 OF THE UNIFORM FABRICATION. DESIGN SHALL BE 5ASED ON THE REQUIREMENTS OF THE 19'31 UBC. BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. Z LL Q - WO A301 BOLTS 9' 9' SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING EX13T. LABORATORY EMPLO•rED BY THE OWNER FOR THE FOLLOWING AREAS OF (k + i'-6' O/C _GAS'1'-I�•LACE CONCRETE• � � � EXIST. PANEL PURLIN CONCRETE WORK SHALL CONFORM TO AGI 301. U10�: L� CONN. R — Q ; — VERIFY CONDITION OF _ — EXIST. SLABS: F'c■3,000 PSI At 28 DAYS: MAXIMUM SLUMP 3 PLUS OR MINUS I . A. EXPANSION ANCPOR PLACEMENT WHERE INDICAT � O O SIMPSON T'tTT28B EA. PURLIN , ADD A G WELD AND 3' W/ X�'♦ A36 THRD'D ROD W/ GONG. WALL EL ON DRAWINGS. � � J ADD AS REQ10 TO 3%' MIN. EMBED W/ HILTI PANEL ACWEIVE SPECIFIED 'HMBED EPDXY SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON B. EPDXY ANCHOR PLACEMENT. J Q SIZE AND LENGTH THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL IE CENTER ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE C. STEEL FABRICATION AND ERECTION. Lu q4 CENTER ON LARGER TH4'N ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPLICE SPACED CLOSER THAN THREE DIA 1ETERS ON CENTER PROVIDE 3/4' D. FIELD WELDING. O SPL Ice_ CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. z STRUCTURAL OBSERVATIONS: 4 SECTION 5 SECTION C BE1I�IFORGING 9�EE� STRUCTURAL OBSER`,/ATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED SECTION REINFORCING STEEL 5HALL CONFORM TO ASTM A615, GRADE 60 AND FOR REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING TIMES DURING 52 DC CONSTRUCTION: SCALE: 14y' . I'-(a' S2 �-� DEFORMED BARS, UNLESS OTHERWISE NOTED. SCALE: I• . 1'-D' S2 �-7 SCALE: If I'-0' REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315- AFTER THE ROOF SHEATHING AND ROOF STRAPPING HAS BEEN INSTALLED, LATEST EDITION VDETAILS AND DETAILING CONCRETE REINFORCEMENT'). PRIOP TO COVERING WITH ANl MATERIALS. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: AFTER THE STRONGBACKS HAVE BEEN INSTALLED PRIOR TO CUTTING OPENINGS IN PANELS. CQNQlTiON: MINIMUM C01/ER: THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4)FOUR DAYS PRIOR TO THE + 16' O/C SIMPSON 'A35' EXIST. SUB-PORN0.5 BAR, W31 OR D31 WIRE AND SMALLER I I/2' COMPLETION POINT REQUIRING SITE OBSERVATION. nn (2)) S SIMPSON 'A35' �1! CQNQREM ACCESSORIES: W NELSON HEADED WELD STUDS SHALL BE AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN STRICT ACCORDANCE WITH O r` THEIR RECOMMENDATIONS. CONCRETE EXPANSION AND EPDXY ANCHORS SHALL BE BY HILTI z EXIST. EXIST. EXIST. --(2) 'EA. � INTERNATIONAL OR ENGINEER APPROVED EQUIVALENT. SUB-PORCH PURLIN PURLIN 'A35'EA.END O O O O SIMP80N 'LTTI9' + 48' O/C A Q W/ 2480 A36 THRD'D RDD W/ 3%' MIN. EMBED W/ HILTI = EXIST. EX!ST. 'WY-15D' EPDXY - l� PURL IN PURLIN NEW RIP TO Fb RIP NEW z Z TO Q LOCATE 'HDSA' t0 31MPSON 'HD9A' W/ EXIST. / MAXIMIZE EDGE DIS'. (2) 3%4'♦ MD.'S GONG. WALL SIMF'SON 'HTT22' a 48' O/C J W/O INTERFERING W/ VJ4'# A301 BOLT PANEL V EXIST. HANGER EXIST. EXIST. G+L BEAM CONC, WALL PANEL SECTION SECTION r(35ECTION S2 10-18-00 �-° SCALE: I' . I'-®' S2 �"a SCALE: I' 1'-0' S2 �'" SCALE: If . I'-0' REVIEW GOI"11`1ENTs EXIST. HANGER NEW SIMPSOPI 'HCSTM' (NSiFB) vi L 2V?x2t1x18GA. X CHIT. I EXIST. SUB-PURLIN I IX VOKY ©wwziisw�n � 0 0 0 0 I 0 0 0 0 (2) SCREWS W/ WSW DRAW W ARE 'RIE PROPERTY OF I ' 111 IEERS PPEY C0"KTM 011014 OIC. Ys PENETRATION AND ARE NOT TD a USD OR REPROMM '---�--r-_ J 1 4' O/C I N ANY YAWNER E1lt2PT NTH RE PROPER I WRITTEN PEWS" OF T.Y. RIPPEY L 2 ty x2 4y x 18GA. 6d a 4' O/CI 00 UUNIC 9110011m IIIc. X CONT. —— — DATE: 09 29-00 8d + 4 O/% PME NAME: NEW 2X ISLK'G DRAWN BY: EXIST. CHK'D BY: MR. EXIST. GL BEAM - EXIST. GL BEAM SIMPSON 'A35' + 12' O/G GL BEAM SHEET MRL (2) PER SEGMENT 52 10 SECTION rl1 5ECTION 52 Dc-t0 SCALE: Ili' • 1'-0' S2 Dc-9 SCALE, t' . 1'-0' OF PRO1ECr No.: @290 7090 SW Fir Loop SUP 2000-00417 7 of 9 _ __ _ _ _ r - cm ill III!Illi 111111 IIIIIIIII IIIIIIIII lilllllil IIII�IIII IIII Illi IIII IIII IIIIIII LEGIBILITY STRIP 0 I 2 I I I I I I I I I I I I I I 12 III ►1'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllllllllllllllillllllllllllllllllillllllllllllllllllllllll' 999 7 13 14 18 17 18 19 20 21 22 23 24 25 28 27 28 29 30 8I 11 of ONI 10 0 I' 00 } i a z •. - ..vrauw►� i�i cr C\j ysw •ST � , ; : Robert a3C; TENANT IMPROVEMENT TO EXISTING BUILDING Evenson g lS I PK DAYCARE FACILITY FOR NOBEL LEARNING COMMUNITIES Associates _ 7: o CRESTYIESM a VAIM Architects AIA !20011 PLE Location - 7090 SW Fir Loop, Tigard 9 �► �. Site Area - 20,750 Sq. Ft. ( IR Approx.) " r� Building i g Area ,750 Sq. Ft. (Approx.) (33%) AlchhMure Planninglaved Parking ` 5,490 Sq. FT. (t.PProx.) (26 / ) Inlcrinr Space P e Planning _ �� � � cn � SW o Landscaped Play Area - 1 ,500 Sq. Ft. (A rox. 7 /a SANDBURG PP )( ) SW CHERRY DR General Landscaped Area - 71010 Sq. Ft. 7010 Sq. Ft. rox.) (34%) 510 V W Third Ave ST Max. Landscaping R6 quired - 3,112 Sq. rt. (Approx.) (15%) 22 d� Ron 97209Poj � SW TECH CENTER -" Building Code - Oregon 1998 Structural Specialty Code - U.B. .DR Occupancy - 54 Daycare J In ,;,�L, Occupants - 110 Including Staff and Children �`� y�.�► Allowable Floor Area - 9,100 Sq. Ft, (UBC Table 5-8) a RT Ev NSON VICINITY PLAN Construction Type - V (5)N Unsprinklered I'o MGUN • Distance to Property Lines - 10 feet minimum all sides Window Openings - Allowed unprotected all sides Existing Exterior Wall Construction - 6" Reinforced Concrete BuildingHeight - One Story, PROJECT NAME I '72ND AL41wI 1 cTR, TI&AR v 9 y No Basement OR dN Parking Required - 11 ) Classroom per 1+5 Spaces P ( P • Existing Parking Provided - 17 Spaces TENANT IMPROVEMENT 4004 OPC FOR Provide approved fire alarm system throughout ;�4 y.•. "'o, ��°;'����o� o"l 00 MECHANICAL & ELECTRICAL BIDDER DESIGNED. iM UNDER SEPARATE PERMIT S.W. VARNS ROAD ,1 �40\ �O O r` NOBEL LEARNING COMMUNITIES LEG � ;o • ool �, END OF DRAWINGS d A-1 SITE PLAN 11 A-2 FLOOR PLAN0 LANDSCAPE I LANDSCAPE r . SHEET TITLE A-3 ELEVATIONS - DETAILS - �n 111 . 1 ell fl A-4 REFLECTED CEILING PLAN lot-011 wOl- 011 • • r" lO1-011 A-5 SCHEDULES 1 1 ; 0 5,•of S- 1 STRUCTURAL PLANS o EXISTING BUILDING R"6 OF DOCUMFNt'S r 11.6 6750 SQ. FT. r„ " `' do�wom. xW " '`k" xW lino Nomipmed 1>we�n an S-2 STRUCTURAL DETAILS & NOTES le dw ;m"` °'f ftb "' 'e"`"`' Y the pto�ertr d Ebben lveneott Q Atwctete XW is no to b!unit N wtole,or N w%fix teed Ww po Iect trldtan the arlai ashorts Ikltl d Hobert Etia m Macim -O 1: 6101M Vv4m M10CIAM REVISIONS Date Description • I 51deW� b1 pit 0 LANDSCAPED U1 PLAY 1 r r111-011 �2�1 -0'' 191-oil 'so, 'O ti• O JOS NUMBER { DATE S.W. FIR LOOP SCALE P R I N T E D OVERLAY CODE OCT o 4 200o EXISTING SITE PLAN SHEET NUMBER w_ CAetAn atm 7090 SW Fir Loop - BLIP 400040417 e of 9 Cm VIII tllllllll 111111131111 IIIIIIIII 111111111 IIIIIIIII IIIIIIIII IIIIIIIIIFT� ' il,234lllLEGIBILITY STRIP o , ilii Ilei iO�im.i Cm B 17 18 19 20 2I �� g3 $4 �� Qd $7 a 29 30 I Jill ON r;. low �K i. a: I -_-__ 171 - loll oll -- — - �jl"� �1-U'I (�'. Q11 �t _ 811 �' . ,11' Z'- ID'' 3'-411 (p` - O '' 31-0'I $I. �II 21-,,111 �tl Robert K.o. -- Evenson (�° K 5' R.O, K'v' �. R 0, (� x c�c (�,O, R.O, JT. -� 2 EQ, ►^111J DO WGj 18 sj �Q . W I IJl70I�� °= Il J I I(o 15 9 OL: Associates - -- O i Architects AIA �X(P Potr ---�E� I'1eGr �'rVol 1 I (F-LJ KK O UT A5 po.N r I OA'12) MATG11 c+n cAwr Architecture r I tire- t �v�,l.f1C I O, Planning terpace Planning S x I I I I 'n pp I e C 510 V W Third Awe 07 I I I V x Portland.Oregon 97209 T S. 90N _ i r u I � .-� OP TRAVEL, r 1- 1 - - � PRESCHOOL #�1 I II'- 0,I � _ �• � car I PRESCHOOL #2 PRESCHOOL #E3 11-o'' zI. 8' 2"8'' PRESCHOOL #E4 tin '— PROJECT NAME tc 0 -j C.AZF Ej [[ TENANT IMPROVEMENT' FOR COI, = `� 11t'L Tot uer pAr-r•I rlo07 41.0,1 �I - ,� It ,I II-�.I ,I , .I - 2�o I , Ig TOILET 2 � ' _ 1 _ TO7 ILET #3 /� I 12 Poul. N�rgl'r.JC Il 3 Eco. SPac,t� 3 Ect, gPAc�� = I `.J NOBEL TTII Lex Q- LEARNING COMMUNITIES F11 Ho•I,Lt�JAY -- - , C-) 0 2 5 HALLWAY © TOILET #1 5Th, Ph�J[l �oINT c:j SHEET TITLE o it - _ \� , y 1. n II I! 51 ,of I �HC TOILET LAUNDRY s'•o'' off►'' [� G�3 LIBRARY r 1_� _ TOILET #4 �. O 6- 3 U � U REUSE OF DOCUMENTS T This docwnen, ani! die wee. arta de.yti hereK n an KITCHEN Q ,, , o� mvke O I _- - _ 2-5 _ b the Evermn -�---- Arotlelee,end k�a bb used,h © I I � *hole.<x In pen,lex„f'oder pm r MULTIPURPOSE ROOM _' I "116M "�'°"""""f1d°" futA0f1m STORAGE 20 t 0 �l to L PRESCHOOL #E5 - - - S1 1$ REVISION$ 9 - - I - I o Date Deecrlption 1� Furr out exterior walls with 2 x 4 metal studs.to bottom of roof joists. Batt Insulate to full depth of studs. rAJet, JT, L O r-- T- 1 .� ©2 Interior stud walls to T-0 high except whete ceilings PPNFl J010T U extend to 10'-0 above floor. STAFF LOBBY 03 Cross brace top of stud walls to structure above. s0 O_ N „® Wire brace T-bar ceiling grid to structure. Tenant itolied cabinets installed by Contractor. See Stevens Industries cabinet drawings. C� 13 '� ® I ,r1--- R .l�orr_ x15r, voo R.�� &5 KfcWoM txleir, 5r0r-tFWl,1r M7 I�10, I 3 s � JOS NUMBER D ® R] ( .. �� '� ® (�J ® o DATE 411 METAL S,ruvb I(o'l SCALE 11-Io� �'-o'' It to I' I�1 �'- o '' VIOL� KJ/ Sib" b'r r PSD, G•x5° IC,o, (0°xyn K.Q, 6°x 5C, , o . �I, OVERLAY COOS $MEET NUMBER FLOOR PLAN Provide approved fire alarm system throughout A 2 CAICJM Aee 7000 SW Fir Loop BLIP 2000-00417 1 9 of 9 V I I ( 1 1 1 1 1 I I I i l IIII IIII IIII IIII Ill�iill Ilii Ilii IIII IIII IIII IIII IIII IIII IIIIIII :19 IIII IIII IIII IIII IIII II I{ IIII I, lull Iill�lllll iIIIIII IIII IIII IIII III! IIII IIII IIII IIII IIII IIII IIII IIII :III IIII IIII IIII IIII IIII IIII fl�l LE6IBILITY STRIP Cho 1 2 I � l I I I I I ( I I I I - lOmm.lcn l v Id I'll (Q I3 14 18 17 18 II9 210 211 212 213 214 213 218 217 218 219 310 . +r �1 11 dI t 111,1', � • ,�11,, 'I ' 4 iF..