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7090 SW FIR LOOP L \ Iii �1 N w, ST, EVANSEU ,► I i Robert SW N P se+ I i i3;3 TENANT IMPROVEMENT TO EXISTING BUILDING Evenson S-r 7 000 >n cn I Lp DAYCARE FACILITY FOR NOBEL LEARNING COMMUNITIES Associates SW - S CRESTVIEW gas' wa Architects AIA 7200 p Location - 7090 SW Fir Loop, Tigard Site Area - 20,750 Sq. Ft. (Approx.) z Building Area - 61750 Sq. Ft. (Approx.) (33%) Architecture Planning `� Sf Paved . (Approx.) g - 5490 S' q" FT (26%) Inier�nr Space Pl�nninR Pad Parking \s P'% U. L/) I �SW Landscaped Play Area - 11500 Sq. Ft. (Approx. )(7°/° ) SW CHERRY DR aANoe�R� General Landscaped Area - 7,010 Sq. Ft. (7010 Sq. Ft. (Approx.) (34%) 510.N W Third Ave ` J Max. Landscaping Required - 31112 Sq. Ft. (Approx.) (15%) 509 22108g0Ron 97209 - I SW TECH CENTER Building Code - Oregon 1998 Structural Specialty Code - U. B.C. DR - Occupancy - E-3 Daycare ,;,��, Occupants - 110 Including Staffand Children Allowaale Floor Area - 9, 100 Sq. Ft. (UBC Table 5-B) De RT EVENSON VICINITY PLAN Construction Type - V (5)N Unsprinklered POR NO, OREWN Distance to Property Lines - 10 feet minimum all sides Window Openings - Allowed unprotected all sides Existing Exterior Wail Construction - 6" Relnforced Concrete PROJECT NAME i--� 11 72ND �I�I��S GT};, (LIAR D Building Height - One Story, No Basement nRv ISN T Parking Required - 11 Spaces (5 + 1 per Classroom) • Existing Parking Provided - 17 Spaces TENANT cnnE 1MPROVNT FOR Provide approved fire alarm system throughout MECHANICAL & ELECTRICAL BIDDER DESIGNED. UNDER SEPARATE PERMIT S.W. VARNS ROAD NOBEL LEARNING COMMUNITIES Ilk �D , 001 LEGEND OF DRAWINGS 'o A-1 SITE PLAN l -- A-2 FLOOR PLAN ! LANDSCAPE y- !� LANDSCAPE SHEET TITLE � 0 I A-3 ELEVATIONS - DETAILS A-4 REFLECTED CEILING PLAN log-Ott �oI_ ot, gyp'-�11 A-5 SCHEDULES --•-- -_-•-- �---•------ ._ _ I , I 0 5'•of S- 1 STRUCTURAL PLANS o EXISTING BUILDING PMJSE OF DOCVMEN-M I_ This docm uenane t, the ideas and �j 6750 SQ. FT. �, d0jr% I"C*rpomed herein, ass an Irtorumem o( proftukxul serve. IA the popcM a( Aubert EvenKm S-2 STRUCTURAL DETAILS & NOTES - a Atsocizes wW is rrot to bt used. in Whole,X in pg^kv arty«her PM _ kn withvA the wrluen auftwitil- tkin of Robert Ewrrow Assodata =O ti emosuT rwaom AgMIATU REVISIONS — Date Description dL— _. � SI a�wAt•.K �/ 51.011 0 LANDSCAPED -I OF TIGARD In PLAY Appro'1e�............. .. . mt Conditionally Appr ..... ............... , For only the work r in: _ i ( PERMIT NO See Letter to:Fol ( ) -3� _ --- -- - - Att Job Address: r, J — JOB NUMBER DATE 4 I• i m S.W. FIR LOOP r� SCALE ac�� o � 2aoo OVERLAY CODE EXISTING SITE PLAN SHEET NUMBE14 I 'I = 11- � II NORTH Fir Loop. 7090 DUP2000-00493,MEC2000-0049: w 1 of a CASCA""t .i NOTICE: IF THE PRINT OR TYPE ON ANY �I I III III III III III III I I III III III I I III III III I I 1 III III III I I III III III III III III III I I III III I I 1!III III III III I I III I I I(I III I I I I I I I i l l l l l III III III I I _ IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 --I--�� __. I-----�J--- - L---- 4�---I--....-�-1 --I - _� g ---------�-----�L_=----I--�U - ---- I--- 11�. IT IS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT E 6Z 8�Z LT�Z e�Z �Z b Z E Z Z I Z O Z e t 8 t Get 91t 9 t- t Tel Z t t t' t 8 9� L 9 4 £T � � �� � �� IIo� � � 1 ��IIITII�llllllllllllll Il 111111►IIIIII1IIIIIiI�L�llllLllll ILW.11Ill ��I I r TIMI 111 � �� lu a �► - I 22 ' l' 'Z2' 'L loll — –. ---------- - loll 2zRobert I tl I_ t 1t t 1 _ II a II 1� �1 . 0 11 �1 011 $1. 411 21.11 �tl 3 � (0 . 011 5 8 35 2 - 10 3- 4 _ �. _ Evenson K,o, 6° X 5• IC,d, I K,v, R 0, Co° x 1:;70 fit,o, R.0, Associates , Ia gat . wINDoL•.I� hJ [J P,JT-� a � Q _ Q I � - - _ - - -- - --- - ---- - Architects AIA O tPl I �X� Po�T � � � cr c 'r E'.XI�r �iT ® `� ALARM CONTROL PANEL (Pu KR O UT A4) 4 . p� I DI PIEZO ANNUCIATOR Ill VL EKlgt, � cats r doorL� -' ® � Mchlt�a�re IOG}L O Infer n Planning pace Planning ® PULL STATION r I X 510.14 W Third Ave l� JUNCTION BOX I I I I o Pun land,Oregon 97109 503-221-0890 TAMPER FLOW VALVE I I I I SWITCHES S SMOKE DETECTOR 0 I I I �A HEAT DETECTOR 1 I i O I O 1 I Q B T S,;.vENSaN rn S J 1 l PART ,�REGOK DOOR HOLDER O CLrL PkTI'I I— L _ — L SO 5 �^— — '� 7 — o Trp.v�L. S t T SIREN STROBE I I I - 0 Z- 8 2 .8 I'- fo O l s PRESCHOOL #1 I PRESCHOOL #2 PRESCHOOL #3 PRESCHOOL #4 13 � 9,�• ��V STROBE O PROJECT NAME i. P 1,L –'k – tc ' - �'°'� TtNANT IMPROVEMENT FIRE PROTECTION SERVICES � �-- -1-- DRAWN BY DAVID M PHIPPS COL. Ln ) I I i �I II I tl 11 nLl- To i l - o' Ito I PA4"I rorl7 s a� i 21, tQ. 5 PAG t,i:� I ` TOILET 2 _i 1 • - 'l l:�i1 i'. �''� 1 I '' TOILET #3 12 PAr�E;. �1Uf'1F3 - QI� 3 EQ. SPAc.eh P �—+ LEARNING COMMUNITIES rtTI- TBI L-1 r• cr _ _� la F'Aru�-n°N5 �' I IWTV �4F:L— I 21 - HAu_WAr (DO I \ J N C–i I�-° 2• �'t HALLWAY - I I PI - Jol I�1r - 11 UPOILET #1 S x O 3 -i ' � sO C7 r SHEET TITLE —_ O v 25 _ Z'i 22 � 3 9G I 5N9O t1 9-o AHC TOIL LAUNDRY.7 PAL 5 • o I•� sI'� 1 II 1 II ��o�►��cw_ 0 -� /� ' TOILET # g LIBRARY ,L �r r W/GOL' V I _ REUSE OF DOCUMENTS Thb doc„menr, iM the kkm and I-- � dalp» Incorperaced herein, ar an _ Y KITCHEN Q tl ,I 1 . 1I - 4 the I 0 2. 5 5'- 5 CO I -- A�+ocfata�arxJ�b rroe a b!used.In 0 — - `,9 ler, wtawx r the wroen swhorla' «Mk,ur 1n pan,for any pro _ ,[ 2 I I I QS MULTIPURPOSE ROOM 'w" "°°e" E"�"" '�"°`�'a C B A STORAGE s 3 0 '°- 0� •baso �ssocurm dill E4 L_ 9 �( IONS PRESCHOOL #5 = __-_ `� � — DateSDeecriptlon o � to Furr out exterior walls with 2 x 4 metal studs 10 bottom 0 3 of roof joists. Batt insulate to full depth of studs. r I ---+ -� 1 (DO Interior stud walls to T-0 high except where ceilings PPNEL J�eIJT d' p�J�Ll JT. 90 I I extend to 10'-0 above floor. Q - 0,Cross brace top of stud walls to structure above. STAFF O LOBBY s OFFICE LP _ ' 4Q, Wire brace T-bar ceiling grid to structure. T- Tenant ioplied cabinets installed by Contractor. _ -O c _ — 1•�1 See Stevens Industries cabinet drawings. _ X D Q � / KkkJ0tC� txIejr, 5>~o r-r:�I�lJr AS rte' 17, \ 3 -- - — O) , J00 NUMBER _ _.. -__1 _ If DATE Cl1�.1P•l-� d I 71 !v° I SCALE 1-Io 6 0 o -lo to ,• � XSK' O, � Lj0 L,D, �. OVERLAY CODE I o f _ CO II 4 1 I.. o II 17_ I ! 1' — ------ — 1 — SHEET NUMBER FLOOR PLAN Provide approved fire alarm system throughout Fir Loop, 7090 �4 f I A 2 � I I — 19 I I ORT 2 of 4 w /(/ BUP2000-00493, MEC2000- , CABCA02 AA[ i 1 NOTICE: IF THE PRINT OR TYPE ON ANY f 1 I I I f l l l l l l l l l I l l l l l l l 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 11111 I I I I I I I I I I I I I ILL I I i l l l l I l l l I l l l I l l I l l l l l l l l l l l l I I I I I 1 I I i I I I I I 1 I I I I I I I f I I I I I L 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 I I I I I I l i l l l IMAGE IS NOT AS CLEAR AS THIS NOTICE, -------------- 1� -- —21- -- --- 1------- -4L _ _JL - _61 -_ ___.._ 1_ No.9B IT IS DUE TO THE QUALITY OF THE _._ ORIGINAL DOCUMENT E tall 85G8t 0 9i 4t in �������d � � � �► �I I II II �I��IIII�� I►►►hi�l ��►II►��� �i� �IIII VIIII I i I s _— VENTILATION OCCUPANCY LOAD WORKSHEET 4 p ROOM ID OCCUPANCY VENTILATION RATE VENTILATION SUPPLY REQUIRED CFM RTU•1 PRESCHOOL.05 16 15 CFM/OCC 2401 1,070 _ - - HC TOILET 0 50 CFM/WATER CLOSET OR URINAL 501- 30 LAUNDRY 1 15 CFM/OCC _ _ 15 160 KITCHEN 1 15 CFM/OCC �~ 15 260 STAFF 2 20 CFM/OCC 40 220 PRESCHOOL AI a A A ! d LOBBY 5 15 CFM/OCC 75 420 A d OFFICF 1 20 CFM/OCC 20 220STO LIBRARY RACE 1 __CFM/OCC 15 70PRESCHOOL#2 PRESCHOOL#3 3 15CFMlOCC 45 260 PRESCHOOL-#4 LIB I MULTIPURPOSE ROOM 16 15 CFM/OCC 240 1,290 _ _ i TOTALS RTU-2 755 4.000 1.11 I?d �IZ'I ._.. -. IyN 12_" Iz" Y �� TOILET#1 50 GFM/WATER CLOSET OR URINAL 100 50 �ISti TOILET#2 50 CFM/WATER CLOSET OR URINAL 100 50 - -•- -�-- _- _._._. ._ _._ . TOILET 03 50 CFM(WATER CLOSET OR URINAL 100 50 TOILET#4 50 CFMMIATER CLOSET OR URINAL 100 50 14' PRESCHOOL#1 16 15 CFM/OCC 240 900 PRESCHOOL#2 iF 15 CFM/OCC _ 240 900 PRESCHOOL#3 - 16 15 CFM/OCC 240 900 A t 1 PRESCHOOL#4 16 15 CFM/OCC 240 900 N HALLWAY 05CFM/SF 30 200 -TOTALS 1.3 1,390 4,000 'II qac ILII lµ` qvc EQUIPMENT SCHEDULE Ig" RTU-1 Lennox 10.0 ton packaged gas/electric unit(Model #GCS16-12b). IU° 9,11A RTU-2 Air Flow: 4000 QmI!I', I Cuuiiny. 117,00"00&uh(iARI Stalldold 210j240),9.00 E.E.R• I Heating: Input(low) 170,000 Btuh,output(low) 132,500 Btuh, Input(high) 270,000 Btuh,output(high) 215,000 Btuh,80.0/o A,F.U.E. Electrical: 208/230v–3ph. Field verify all electrical data. 17. f2° TU, `�' Economizer: Factory Installed,fully modulating �F � IZ� I J_. Total Weighl: 1200# (with economizer and factory curb) (� Smoke Detector: Mount smoke detector in supply rir plenum upstrear,of any 12" 12." 0 IZ" supply duct take-offs to provide automatic shutdown of HVAC unit. �{SO 43O 18" 450 ,E Unit mounted on factory curbs p--r drawing. _ EF-1,EF-2 Broan ceiling exhaust fan(Model #L700), 100 cfm, 115v-1Dh,back draft IFI EF-4, EF-5 damper, vented to exterior. t'�`"t qoc o0 w4 EF-3 Broan ceiling exhaust fan (Model #671), 70 cfm, 115v-lph, back draft x damper,vented to exterior. A Co" r'l NOTES � �; - - Ii 1. All work to comply with the appropriate chapters of the latest edition of the Uniform Mechanical Code and 1998 International Mechanical Code(1999 fi Edition, State of Oregon). TOILET#2 i 2 Locate 2 Hone TOILET#3 O Honeywell T7300 thermostats in Office at 48"A.F.F, to comply with i A.D.A.requirements Install remote temperature sensors. Remote TOILET#1 temperature sewc)rs to be arranged in an averaging network. 00 3. Perform complete air test&balance of HVAC systems prior to occupancy. UA � L. H bl.�d v>, II a# 1 HALLWAY I 11 �.�• er-I �,�. O � r �,�. o$ we b-10 150 b 0 z� 5 O O � GLf-a 8.la 150 50 O� 3 O � lf Gey 1 0 1. 0 ti �I -T-1W rz F: LU LIBRARY 1i}c20 T Ott- p Z V) Cn O ` Cke DI IOII �� ` �� De W. o t- HVAC GAS PIPING DESIGN _ _ Q 0% RTU-2(270,000 BTUH) 90' A _j N Q HC TOILET LAUNDRY Q upO IZx IL 5a 0 3/4„ WL— _ 1" ILN • GAS METER _ TOILE 540,000 BTUH LOAD _ .. ....-- - . --—•-- - 104 �"E cf-s A� V 2#SYSTEM IZ'� �Ll% FZ oN Z rn ,4 Q o uD IA IN4 N o 3/a' II Z 0 -4 O O � rN Z IV'' _ IUB , - la" �- M _� --- - - - �, o H C M (15 -� o � W Ilr" I4" 8o IZ" IZxit �,� p Z Q CD O IIr10 � V X -- �t`- I 9� STORAGE _ —.._...... —..- C LL. a 06 OrJ M 012c O yZo ILS oZ3 z � � A L) RTU-1(270,000 BTUH)-90' Z ONi N y oI-oIl A — M�1 (T o �1 E1 l^ Ln qlI q 9" W M o V i 12'I 22o 06 06 50 5 O Z2o i Z M O STAFF LOBBY 4Zv OFFICE W PRESCHOOL 05 G _ 1.4 12. W _ A o A ,� � _._ O f5 C.) � �5 O .150 t7� ,� MULTIPURPOSE ROOM kvA� O v Un/ht +r 1^5/Ire' H6); lic.AO 6cK6v✓ _ aQ FAeYT09-61 ��, culLn, CITY OF TIGARD � �� aTOR�r Approved. . RnoF' _ Conditionally Approved.....................................( ): For only thew rK as deserRTed in: PERMIT Nc?._ t'/�ril1 9WF •�1OF UM I T I is f)c?INA) n �G� b� Follow . .... .................................( ): See Letter to Follow...... '�► T'1PIGaC. Ate_ ti. REFLECTED CEILING PLAN `� r.o p_N6 g-._) 'l 48OU RG S1 Job Address: �y ------ -- Date:ZAP. �s AITII 112-31,1_011 I I _ I I O TYF'IGAL ;�rsM1G Hc,�l_p C�UV1/N ANCHOR rn FAcroR'{ cu)lP+ Fir Loop, 7090 f3UP2.000-00493, MEC2000-0049:3 3 of 4 CASCADI MI _., ..,.qq„r-:-'"FNM^"".. �. -. ..,.e.. ,.... ew.,a..nv:.y,.., ,,..,. wq. v .. r �4M9LtA JT!tlfFIPNR•tl1RbM�pY .,. --._.... -,..,. ..... ......_ _._...�.._. . ..- �.... ._. _.... .dYvk, '/t .. _ ..— n`M".r". i .,.-tquYlpel6 ._ .l ,.,...,. , ,. NOTICE: IF THE PRINT OR TYPE ON ANY lir lliIii IIl Ill Ill I iI Ill1� I jililll IMAGE IS NOT AS CLEAR AS THlS NOTICE, Fl-tj ___.. _..__1-- _- IT IS DUE TO THE QUALITY OF THE No.JB (�'^-r ORIGINAL DOCUMENT -- , — - ---- --- ----_ __. _._ .._� _ ._ --_ ._----- ----- -_ __ _---- ---- -- __.- ..._ , (�� 8�Z 1312 I L�Z 19iZ 8�1 �S 1 L�I I 4 TI 6 T S I Z T i t I 8 1 B L 9 4 it S Z II III ��J1���►I IIII�IIII IIII�IIII III. ILII IIIIIIII) IIII�IIII illl�llll�IIIIIIIII IIIIIIIII IIII�IIII�IIII�IIUlllll�lllllllll�lllllllil��l ,II , I i :n oG W w FACE OF GONG. 3' 4' p u Z WALL PANEL O O - a' w C7 ! I GENERAL STRUCTURAL NOTES: � 1'-2' y C!? i REQUiREM�NTS: nETALS: CONFORM TO THE UNIFORM BUILDING CODE, 1991 EDITION, A5 AMENDED BY ALL STRUCTURAL AND MISCELLANEOUS STEEL: ASTM A36(FY=36,000 PSI) PLAN THE STATE OF OREGON. UNLESS NOTED OTHERWISE. O T.5. COLUMN: ASTM 4500, GRADE 'B' (Fy=46,000 PSI). DESIGN CRITERIA: ALL BOL.TS: 45TM A301 UNLESS NOTED OTHERWISE. cn � NEW TS STRONG - - DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 1991 WELDING: PER AWS STANDARDS. E10XX ELECTRODE AND BY CERTIFIED CL BACK, SEE PLAN I EXIST. UNIFORM BUILDING CODE. IN ADDITION TO THE DE,-'D LOADS, THE FOLLOWING WELDERS. 1 I rr, LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: ALL STEEL TO HAvc SHOP COAT. I I —�TYP. 3/16�� 2 O t 1�4 ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC 1 l/ 04 x 12' DOWELS I L 2x2x1/4 ROOF: 25 P5F. PAINT PRIOR TO BACKFILLING. 3 G 6 48' O/C W/ 4' 1:3.1 51DES�--- 1 t 1 (NS/F=S) - n v i L 3X3x�2x0 -4 a 24 O/C ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF. DESIGN, FABRICATION, AND ERECTION SHALL BE lid ACCORDANCE WITH THE EMBED. W/ NILTI STArzGERED W/ 9/Irv` HOLES 'AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF Pc w 'HY-150' EPDXY - t 1 FOR 3/ 'm A3fo THR.D'D RODS SEISMIC: ZONE Ili, R = 4.5 (SOIL PROFILE: TYPE D) STRUCTURAL STEEL FOR BU LDINGS.' WELDING SHALL CONFORM TO THE AWS EXIST. L 3x3 � 3iBx4xl'-2' W/ (2� 3ip'0 i � a 1 CONC, INFILL W/ M4 EDGE W/ 33%' MIN. EMBED W/ CODES FOR ARG AND GAS WELDING IN BUILDING CONSTRUCTION ANL) SHALL A3ro THRD'D RODS W/ t l2) L 3x3x1� +� ® 24 O/C EA. WAY -� —_ , O - HILTI 'HY-150 EPDXY , 2 WIND: 80 MPH - EXPOSURE B LLE 3116 MINIMUM UNLE55 OTHERWISE NOTED. WELDING SHALL BE BY AWS — 'I'l MIN. EMBED W/ 3 6x8.2 x 8 -4 R 3 I I TOP OF T5 COL. �. NILTI 'HY-150' EPDXY I I 9/16'd" HOLES FOR I CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE "TO BE USED, \ 41' LAG SCREWS I EXI —Tl NC��O-)11 _ UNLE55 AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGIr,EER Nc;� / 2 --�E 1'-0' THE CONTRACr'OR. SHALL FIELV VERIFY ALL EXISTING CONDITIONS, PRIOR TO FABRICATION, CLR EXIST. GONG. SLAB I t DIMENSIONS AND ELEVATIONS. THE CONTRACTOF SHALL NOTIFY THE Ii.ua,, 46 (2) 1/2 0 LAG SCREWS W/ ARCHITECT/ENGINEER OF ,4NY DISCREPANCIES FROM CONDITIONS SHOWN ON CARPENT�cY_ 4' MIN. PENETRATION 1 THE DRAWINCs5 PRIOR TO THE START OF THE WORK, SAWN LUMBER DESIGN 15 BASED ON THE NATIONAL DE51GN SPECIFICATION, im CENTERLINE OF PURLIN 1 crit[curl �. LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER �� r -- EXIST. EXIST. TEMPORARY CONDITIONS: INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING ;' �'T T9. �a Q NEW TS STRONG I I CONC. WALL O ��_� Q GONG SLAB — THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE DF. "2 OR BETTER ALL BACK, SEE PLAN - PANEL NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY TREATED UNLESS AN APPROVED BARRIER 15 PROVIDED. FRAMING E;IF': 12/31/00 T UNDER THE FINAL CONFIGURATION ONLY. ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY I INFILL S CT I ON 2 SECTION J SEC I ION SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SUBMITTALS: 51ZE AND TYPE SHOWN ON THE DRAWINGS. ALL FRAMING NAILS SHALL BE S� Dc-' SCALE: 1' 1'-0' S2 °c`a SCALE: I' I'-0' rj2 Dc-s SCALE: 1' 1'-0' SHOP DRAWINGS SHALL BE SUBMITTED 70 rHE ARCHITECT/ENGINEER PRIOR TO COMMON NAILS. NO c3OX NAILS ALLOWED. �A$ARICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS. M CHAI�A- IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL (n STRUCTURAL DRAWINGS, THEY SHALL BE CLEARLY IDENTIFIED. ANY EQUIPMENT, MECHANICAL, FLUI-15ING, FIRE SPRINKLER, MACHINERY, AND U I Ann n... ...�.� ,.r��•i�.,n +� C' .ANG I O THE STRUCTURAL DRAWINGS SH,4LL 5E 5051-Ii T T ED TO THE r..d:.000;A 1 ED FiFiNG WITH THE STFRUCTURE. AN'i C.ONNMEC I 1---1 3 10 }_ - 4Rr.H I TECT/ENG I NEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING z EXIST. CONG. THE ENGINEER. CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED �3 WALL PANEL ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DE�+IGNED BY AN Q- DESICsN DRAWINGS, SHOP DR>aWl'NGE, AND CALCULATIONS FOR THE DE51GN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITY'=;D — U EXIST. GL BEAM, AND FABRICATION OF ITEMS 1 HAT ARE DESIGNED BY OTHERS, INCLUDING: TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. EXIST. EMBED IE (3)SIDES BEE PLAN WINDOW WALL AND ALL OTHER GLAZING SYSTEMS SHALL BEAR THE SEAL AND 0 SIGNATURE OF A STRUCTURAL. ENGINEER REGISTERED IN THE STATE OF INSP€CTQ: U � Ul G 4x1.25 OREGON, AND SHALL BE SU5MITTED TO THE ARCHITECT/ENGINEER PRIOR TO SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1101 OF THE UNIFORM 14- (� FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 199 7 1 UBC. BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. Z LL 3/4'0 A301 BOLTS g' g" SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LU T� a 1'-6' O/c' —�_ _ _ EXIST. CA6T-IN-PLACE CONCRETE: LABORATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS OF � V D Q EXIST'. PANEL r PURLIN CONCRETE WOR! SHALL CONFORM TO ACI 301. WORK: Q/ -4 Cn CONN. RO 0 VERIFY CONDITION OF - /_- _ O O SIMPSON 'MTT285 EA. PURLIN — EXIST. SLABS: f'c.=3,000 PSI AT 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MINUS 1'. A. EXPANSION ANCHOR PLACEMENT WHERE INDICATED ON DRAWINGS. U EXISTING WELD AND 3' __ — -- W/ 3:;'� A36 THRD'J ROD W/ GONG. WALL W ADD AS REQ'D TO VIV MIN. EMBED W/ H11 PANEL ACHENE SPECIFIED SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOV1 ON B. EPDXY ANCHOR PLACEMENT. — - �- SIZE AND LENGTH 'HY-150' EPDXY THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL -1 Q r fE Ix21i4x1'-0' ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE G. STEEL FABRICATION AND ERECTION. Ill b CENTER ON LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALT_ NOT BE (o SPLICE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4' D. FIELD WELDING. C., SPL ICE _ CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. BTRUG7UAL.0 S , z C VATIONS: SEC TION r5-N� SECTION REINFOF.:.ING STEEL: STRUCTURAL OBSERVATIONS 5Y THE ENGINEER OF REC:URD OR AN APPOINTED �O SECT ION REINFORCING STEEL SHALL CONFORM TO ASTM Aro15, GRADE 60 AND FOR REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING TIMES DURING S2 DC-3 SCAL.E 11/2' = I'-0' �J2 DC-2 SCALE: 1' = I'-0' UC-7 SCALE: I' I'-0' DEFORMED BARS, UNLESS OTHERWISE NOTED. CONSTRUCTION: rJ2 = REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH AGI 315- AFTER THE ROOF 6HE,4THING AND ROOF BTRAPPING NAS BEEN INSTALLED, LATEST EDITION ('DETAILS AND DETAILING CONCRETE REINFORCEMENT'). PRIOR TO COVERING WITH ANY MATERIALS. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: AFTER THE bTRONGBACKB HAVE BEEN INSTALLED PRIOR TO GUTTING OPENINGS IN PANELS. CONDITION: MINIMUM COVER-. - E.KIST. SUB-PURLIN THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE 5IMP50N A35 /� NOB BAR, W31 OR D31 WIRE AND SMALLER 1 1/2' COMPLETION POINT REQUIRING SITE OBSERVATION. g 16 O/G (2) SIMP50N 'A35' CONCRETE ACCESSORIES: L 4� NELSON HEADED WELD STUDS SHALL BE AUTOMATICALLY WELDED WITH THE _ `� MANUF,4G''URER'S STANDARD EQUIPMENT IN STRICT ACCORDANCE WITH � �I THEIR RECOMMENDATIONS. 1 CONCRETE EXPANSION AND EPDXY ANCHORS SHALL BE BY HIL71 EXIST. EXIST. EXIST. - l2)SIMF'SON INTERNATIONAL OR ENGINEER APPROVED EQUIVALENT. �— O O = O O SUB-FJRL IN PURL IN -- -� PURL IN10435' EA. END 1 ' 511"fP50N 'LTT19' * 48' O/C W/ 3/4'0 A36 THRD'D ROD W1 As' 'i IN. EMBED W/ NILTI - EX15T-7. EXIST. 'HY-150' EPDXY NEW 4x16 J _�r FURL IN PURL IN / RIP TO F11� � L LOCATE 'HD5A' TO SIMPSON 'H1�5A' W/ EXIST. RIP TO FIT / MAXIMIZE EDGE DIST, / (2) 3/4'0 MB 'S CONC. WALL SIMPSON 'HTT22' 48' O/C J w 11/0 INTERFERING W/ J - 3/4'-0 4301 BO,-T PANEL EXIST. '- !ANGER EXIST. EXIST. GL BEAM GONG, WALL PANEL SECTION 3 SECTION g SECTION 10-18-00 S2 DC-8 SCALE: I' = I'-0' S2 DC-6 SCALE: 1' = I'-0' S2 OC-11 SCALE: I' = 1'-0' REVIEW COr IMENT5 EXIST. HANGER NEW 51MP50N 'HG5TR2' (NS/FS) 7 L 21/2x211/2x18GA. _ X CONT. EXIST. 5U5-PURLIN -� 11/2' IIS, NEW MECH. . UNIT - _ -- A7TATCH MEGH CURB WITH iM RIPPEY ©CONSULi1NC ENGINEERS INC. — --� (1) 3/e'-041/2" PENETRATION 2000, ALL RIGHTS RESERVED 00 O O O O O O J LAG SCREW EA. CORNER THESE DRAWINGS ARE THE PROPERTY OF I (2) N(o SCREWS W/ ATTACH DECK W/ rod w 4' O/C, TYP. AANNDRAREENOT TO CONSULTING BE USED EOR REPRRODUCED 112' PENETRATION IN ANY MANNER EXCEPT IMili THE PROPER 1 4' O/C EXISTING ROOF WRITTEN PERMISSION OF T.M. RIPPEY ---•— I CONSULTING ENGINEERS INC. L 2'/2x21/2xI&'tA. " I SHEATHING X CONT. 8d 4 O/C __� bATf:: 09-29-(x1 1 FILF,NAME: QZ%-52 8d im 4' O/G /� !-- EXIST. ROOF okAWN BY: DLM NEW 2X BLK G E xIS"r. GL BEAM ST.BEAM / `,� FRAMING CL{icu BY: 1PR EXIST. GL BEAD' SNEE'i StMPSON 'A35' 6 12' O/C GL BEAM MIN. (2) "ER SEGMENT V NEW FRAMING FOR — -- MECH. UNIT, SEE PLAN 10 SECTION >> SECTION 12 SECTION OF 2 DC, 10 SCALE: 1!/2' = 1'-0' 52 Dc-y ,GAL.E: I' = I'-0` S2 DC-12• n J�� 1 ' ' SCALE: 1/ ' = 1 -0 i 2 Fir Loop, 7090 PRl)1E,('[-N�,.: % �.- ._ �'�./`�,✓ -% BUP2000•04 00493, MEC2000-0049: 029(o NOTICE: IF THE PRINT OR TYPE ON ANY IIII III I ; I I I 1 I 1 I 1 III III 1 i I I I I III III I I III 11 I IIT I TTI I I I III III I I III III III III III III I I I I I IIIII . I I III III III I I I III I I III III I I I I I I I I I I III I I I I I I'I f III III I I I�I�I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L-�..- -I -1 11---I- --Il I ( Il_I I I 4 _I�I I �1 I I I bl-- I I �rl l l 8[_ IT IS UE TO THE QUALITY OF THE No 30 It _ ORIGINAL. DOCUMENT (I�1F 8Z 8Z G�Z 9Z Z 6�Z 8Z I Z iZ O�Z et 8 [ Li 9T 8i �►T $T Z—.1T -_t�? I �T I 8 R I L- �! 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