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6750 SW BONITA ROAD-5 r{ .q •4 3 K 1. II. 1 Y CITY OF TiC3A.l•i0Approved Fac`'• �� Conditionally Approved' •... , - - �J For only tho w k as dQscri;.a �' I ! PERMIT NV. -�g-"T �---�,� S 67 5 0 S * W * - ` ss. Letter to: Follow , Attach. ............_ ( , Job Address: Date TIG .ARD , OREGON -` o�Jr tt►..x ( j , ry �. Z �C U ,L, a F_ i N h "! sem,• , .t:. . ,, a � cG "• .r,yil�tt.,.: Gf¢- of ►^-.l.G < c C . . .,. . .. rC e W ° Q N O lul Z s N r o I KRUSE MAY BUILDING DATA. INDEX OF DRAWINGS YEADOIrS RpAp_- LINE PROJECT NAME A11YEH RETAIL BUILDING _ _ TITLE D RAUJ i NICs SW BONITA ROAD SM BONITA ROAD 1 ADDRESS` SW BONITA ROAD -� v A B B RE V I A T I ON S: 2 LOCATION TIGARD, OREGON -{ LANGFQRD ,ANE TI.I PROJECT INFORMATION SHEET 3 A 3 CODE UNIFORM BUILDING CODE, 1997 ED. OREGON ED. 1997 T21 EXISTING ALTA SURVEY Q t A.F.F. Above Finish I-�no► F,H.C. Fire Hose Cabinet P LAM Plastic Laminate 4 � R ACOUST. Acoustical F.R.T, Fire Retardant Treated PL. Plate OCCUPANCY A B E F H I M R S U SR < _ O y N E A C.T Acousticol Clg Tile FPRF, Fireproof PWD, Plywood S DIVISION 1 2 2.1 3 4 5 6 7 _ / t/ Imo. ADJ. Adjust, Adjustable FIXT. Fixture PT. Point 6 CONSTRUCTION TYPE I TYPE II TYPE III TYPE Iv TYPE V C I y I L DRAWINGS y ,r< cj9` AGG. Aggregate F.B Flat Bar P.P. Power Pole _ \ �� ALUM Aluminum FL, Flat Head PRCST. Precast 7 COMBUSTIBLE NON-COMBUSTIBLE ,R A.B. AnChC► Bolt FL. Floor PREFIN, Pref inished C ID.I GENERAL NOTES OAxRIDGE ROAD APPROX Approximate v F.D. Floor Drain P T. Pressure Treated 8 FIRE-RESISTIVE �N H.T. FULLY SPRINKLERED ARCH Arch.!ectural FT, Foot or Feet P/L Property Line 9 SEISMIC 4 C 1.0 51TE PLAN g, nR.00D ROAD -� �o & _ A.^v. Area Drain FTG, Footing 0,T. Oucrry Tile - Am+►old`ar < A.0 Asphalt FDS. Foundation R.orRAD Radius 10 SITE SIZE 36,168 S0. FT. / .83 ACRES C 2,0 GRADING t UTILITY PLAN W A.0 Asphaltic Cor -�e!e F.S, Fun Size, Scale REF. Reference w F.O.I.C. Instil heti by Owner, REFR. Refrigerator - C 2.1 STORM SEWER PROFILES 11ARR1NGTON AVE BM. Beam 11 BASIC ALLOWABLE 8,000 SO. FT./FLOOR �+ $ YADR9NA ST r^ BITUM Bituminous Installed by Contractor RE!NF Reinforced 12 FLOOR AREA CODE REF. : TABLE .5=]L _ v1 BLK, Block FURR. Furr;ny REOT. Requirement; 13 42.000 SQ. FT./FLOORC 1.2 S.ANITAL?1' SEWER PROFILES � BLKG. Blocking FUT. Future RES Resilient APPLICABLE AREA \ BD. Board GALV Galvanized R. Risers 14 INCREASES - , BOT,/BTM.Bottom I O CODE REF. 505.1.2. 505.. G.I. Go vonized Iron R.D. Roof Drain C 4.0 DETAIL SHEET C ` I B C. Bottom of C,•h G D Gorbage Disposal RM. Room 15 PROJECT FLOOR AREA 14, SO. FT./Ist FLR NET (N.A.O.P.) - LO I B.W. Bottom of K�1 C 4.1 DETAIL SKEET rT, � I GA, Gouge R.G. Rough Opening 16 FLOUR AREA REGUIRED PROVIDED BLDG Building GLU- LAM Glu- Laminated S.GL Safety Glass RATIO 1.5 MAX. CAB. Cobinet GL. Glass S.N.D. Sanitary Nopkin Dispenser 17 39 N C.P,T Carpet G.B Grob Bar S.N.R. Sanitary ARCHITECTURAL Nopkin Receptacle 18 MAX. ALLOWABLE ONE STORY(IES) � - FEET /45 FT. ZONING LOCATION MAP � CO C.1. Cast Iron GR. Grade SCHEID Schedule - - RCH I TECTURAL, DRAWINGS E C.I.P Cast In PIa,.A GND19 HEIGHT (UBC) �- _ I . Ground S.C.D. Seat Cover Dispenser C.B. Catch Basin GYP BD Gypsum Wollboord SECT. Section 20 PROJECT HEIGHT CLG Ceiling GYp BD WR 21'-5" FEET PROPOSED (SINGLE STORY, / S.P• Semi-Privote ALI SITE PLAN I CEM. Cement Water Resistant S.S. Service Sink 21 PARKING MIN. DISABLED 2 VEHICLE SPACES - CTR Center GYP. Gypsum SHG. Sheathing 23 { C T. Ce►arr;c Tile HDWE. Hardware SHT, Sheet WALL & OPENING PROTECTION BASED ON LOCATION ON PROPERTY A2.1 FLOOR PLAN I CLR, Clear HT. Height SH. Shelf 24 i l CLO. Closer H.C. Hollow Core SHR. Shower F;RE RESISTANCE ONE HOUR(S) LESS THAN _ FEET A2.2 ROOF PLAN COL. Column H.C.P. Hollow Core Plank SIM. Similar 25 OF EXT. WALLS HOUR(S) LESS THAN _ -- FEET A2.3 REFLECTED CEILING PLAN I CONIC. Concrete H.M. Hollow Metal S.G.G. Siob on Grade - ---- -- - - \ CMU. Conc Mason• HOR17 Horizontal _ COND Cord tion > Units H.B. Hose Bibb S.D. Soap Dispenser 26 OPENINGS IN PROTECTED LESS THAN _ 10 FEET S.C. Solid Core 27 EXTERIOR WALLS NOT PERMIT LESS THAN 5 _ FEET 43.1 BUILDING ELEVATIONS CONSTR Construction HR Hour quare CONT. ContinouS IN. Inoh(es) SOF. Square Feet 28 OCCUPANT LOAD j, 0 RETAIL S.F. DIVIDEC BY O_ S.F./OCCUP. OCCUPANTS A4,1 BUILDING SECTIONS VANCOUVER ti CONTR Contractor 1•D, Inside biometer (Dim,) S.&V, Stain and Varnish C.J. Control Joint INSUL. Insulot on 29 4.974 STORAGE S.F. DIVIDED BY CORR Corridor INT, Interior S STL. Stainless Steel __ _-_ �QQ�, S.F./OCCUP. 1 L_ OCCUPANTS _ S.D. Standard 30 1,54-Q OFFICE S.F. DIVIDED BY 1 OCCUPANTS ��'2 WQ`�"L SECTIONS 70g CNTR Counter JAN Janitor STL Steel _Qt,Z, S.F./OCCUP. 31 .3 WALL SECTIONS CfSK. Countersink JT Joint STOR. Storage TOTAL OCCUPANTS -285 OCCUPANTS - - DEPTA4.4 WALL SECTIONS PDX.� " Department K D Kiln Dried STRL. Structural 32 STRUCTURAL CRITERIA DET Detail KIT, Kitchen SYM. Symmetrical DIA Diameter K.DN. Knock Down SYS, System 33 ROOF LOAD 25 + DRIFT PSF A5.1 EXTERIOR DETAILS ,--- DIM Dimens,on LAV. Lavatory TEL. Telephone --- - DW Dishwasher LT. light T.V. Television 34 FLOOR '_OAD 50 + 20 PSF A6.1 INTERIOR ELEVATIONS PORTLAND DIS[)R, Disposal (Garbage) I.KR, Locker TOIL Thick 35 WIND LOAD IL MPH - EXPOSURE B HILLSBORO 26 UR Door MACH, Machine TOIL. Toilet - ----, 84 DBL. Double M B. Machine Bolt T.P.D Toilet Paper Dispenser J6 SNOW LOAD 25 + DRIFT PSF - 405 DN Down DS. Downspout V. Manhole T&C Tongue and Groove 37 FROST LEVEL 1 INCHES DESIGN DEPTH MFR. Hanufocturer I.C. Top of Curb STRUCTURAL DRAWINGS REvI$IpN$ DWR Drawer M 0 �osonry Opening T P. Top of Pavement 38 ZONING P F Draw n� MAX. Maximum T.PL. Top of Plate JURISDICTION CITY OF TIGARD, OREGON 51.1 FOUNDATION PLAN QD v [1 F prinkin Foi,�•, .. EA Each g MECH. Mechanical T.W. Top of Wall M.C. Medicine Cabinet T. Treads 39 LAND USE ZONING IP- INDUSTRIAL PARK 51.2 FOUNDATION DETAILS BEAVERTON 1n E.S. Each Side MpO, Med�urn Density Overlay TYP Typico! - E. East MEMB Membrane UNF. Unfinished 40 USE RETAIL/ WHOLESALE & STORAGE E W.0 Electric Water MET Metal U.O.N. Unless Otherwise Noted 41 SETBACKS FRONT 51.3 FOUNDATION DETAILS FLEC. Flectr;col MIN Minimum UR. Urinal ------�--- FEET FEET PROVIDED • EL. Elevot,on MISC. Miscellaneous V P. Veneer Pluster 42 SIDE INTERIOR 0L _FEET FEET PROVIDED 52,1 ROOF FRAMING PLAN ELEV. Emerq ► MTD. Mounted VFY, Verify 43 (BON1T,4 ROAD SIDE) SIDE CORNER 20 -FEET J6-0" FEET PROVIDED 52.2 ROOF FRAMING DETAILS SITE , EMER Emerge^cy MOL. Mullion V.G. Vertical Groin CLACKAMAS INCL. Enclosure NOM. N,rolnol VEST. Vestibule 44 REAR _FEET JLr� FEET PROVIDED 52.3 ROOF FRAMING DETAILS EQ EQunI N North V.C.T, Vinyl Composition Tile - --- -� --' EOPT. Equ,pment N 1.C, Not in Contract V W C. Vinyl Wall Covering 45 PARKING 32 STANDARD VEHICLE SPACES 8'-8" x 18' & 9'-0" x 18'-0" _- -- EXIST Ex,st g N T S. Not to Scale WSCT. Wainscot 46 - CO_M_PACT VEHICLE SPACES _8' x 15' EXP Expansion 20S DATE 4/10/201 0 p N0. Number WC Water ering _ 2 H.C. VEHICLE SPACES 9' x 19' L,4NDSCAF'E DRAWINGS _ I E.J. Expansion Jo.,,! OBS. ObscL1re W.C. voter Closet 47 FILE AI-TI EXPO Exposed O.C. On Center 36 SPACES PROVIDED MAX. ALLOWED PARKING (ZONE B) EXT. Exterior W.H Water Heo;. r 48 PARKING RATIO I OPNG Opening WP. Waterproof -- `-- - - i- - JOB 991550 F I F S Exterior Insula` Ar Opp, Opposite WT We ht 49 1,540 S.F. OFFICC 4.1 / 1000 S.F. = 6..31 _ LI.I SITE LANDSCAPE PLAN t DETAILS 4 fin sh System O.H. Opposite Hand W Weil 50 2,800 S.F. OFFICE 6.2 / 1000 S.F. - 17.36 - t DUN MAM CuK FP F O.C. Face of Concrete OZ. Ounce WpW, Window -------- N • O F. Face of Fn,sh O.D. Outside Diameter (Dim.) W/ With 51 4,830 S.F. OFFICE 1.8 / 1000 S.F. - 8.69 F O M. Face of Mosonry PP.R Pair Paint/Private W60 Without F OS. Face of Studs S2 4,974 S.F.SFOFFICE 1.2 / 1000 S.F. = 5.96 VICINITY MAP FIN. Factor Finish 53 _ TOTAL MAX. ALLOWED PARKING,� r y s P.T.U. Paper Towel Dispenser W,W.F Woven Wire Fobrir` 0 ED o - 38.32 s I W/R Water Resistant 54 LANDSCAPE MIN- 20__ff 7,234 S.F. i 55 _ PROVIDED 20.2 7L 7,310 S.F. I v 56 PAVING PROVIDED 35.3X 12,769 S.F. T1 * I lu 57 SIDEWALKS PROVIDED 5.4 X 1,945 S.F. - - CONSTRUCTION DOCUMENTS --- ---. _-� _ OF SWEETS J:'�ATIYEH\991 550\ 6750 SW Bonita Rd. „4 BUP 2000.Ou139.3172000.00015 ( ' 1 of 28 IIIIIIIII IIIIIIIII Illlltlll IIIIIIIII IIIIIIIII 1111111 IIII II+ I IIII IIII IIII 1111 IIIIIIIII IIII II11 IIIIIIIII IIIIIIIII( T LEGIBILITY STRIP I I 1 I I I I 11I 1I 1I I Ip I 1I I I 1 � I 13 IIIII4 I Iiomm.,cm II I 1111I 81111 I IIII�I7 IIII SI IIIIIII IIIII IIIII IIII I IIII�I jlllllll{I I11111111ID I IIIIII I il IIIIiIIIuII�inIIInIIIIIilillllll lA Ili !O QI $>>: 93 24 25 287 1YE11 R E rAll 3U1LD1 ,N G 2 28 29 30 1 2 ,56 81 1 1 OI NORI • lOt,W"61111 Jill I 111WIIIJI111111 11 , OLP Aii M f t I '..Ir-.�_r�......,......A. . ._...�._._.I:.0 .. ..-•..u.-s.�ueai,..,..e�..n.i wu.L_.m....r......a ....a....A:....11La...,YS,..:.r..wbM1e:n,.wr.a v._ i.;...nae....y...........w.i....__. - ..�.u.._...� .___......... .�.......... ....-.....�.w...._....a._..,. ._......-.._. .-._...._._......�..�.._.--..-......�._..-._.. .-...,._...____....-..__..__... .......-,.__ -..._......_.....-_......,_.. - ..-_.......__..�..... _ __ _ _ - _ - _ _ _-. ____.__ �._ _� _.. ___-. _-_ _-.__ _,__ .-........ - 17 6' CA FENCE _ 1p_ a - - - -- --- — GUY 4 R B O N I TA R D . PED — 102 PUMP STAIII W �{� 8 9�ED RE D \ N YPG N g5.12SW E q 90.29° HU5 HUB 311.00' Yd Fp EP 3 C/ 30' EPSEM NT PAI H B V d i J B a�aqq R D BS 100 L z Lam. M IIYT AINT PANT 417 U W ,ASVAL E 20.0 / r�P = • S 9 �6 10' W) 3 G O qS � ec fl 00 0 00 luli d p GAS METE O < W LL G° ! rn u U 0 1 D Zp\ Z 1n < 8 D z L O W D z O I 0 �3 7 RES U O ? rr W Y ' k V N C) E, Al T � � • v CO L0 rn UEC( (D I 4.11 � (� L O N /SIGN i G`O BPAI T I a / oJTO REVISIONS / DATE 3/25/2000 FILE 911415 Q ` Joe 991550 SI It E SUR Y E 1�/ SIGNPO 'T � DWN MAM CHK FP G` W / SCALE I' . 20' '� GILBER.TSON 41P FL g FL FL FL {—rL FL 7MM CREENIO. AVE. T2 , 1("� a 270 26g g2 9q\ 96� S 89'38'00' W LC Fa IAKE os�Eco, oe 1 / 970.N2(1103) 6J6-7S90 ENGINEERING OF 644EETS 117e03VIIII ene. J:\ATIVEH\991550\ 9UF 00000017!eRe0004001e Om..in iqi Ini .np,i - LrgIll I II IIIAii 11dill11111ll llti Ln��I(iiltlV. W Ills LEBI111LiTY 3T0.iP s e -� io i I I! 19 u ! is i� i�e is 210 21 22 23 za z5 25 217 28 29 s'o IL C " Loa—ao , Mid 4 i r i; GENERAL NOTES EROSION CONTROL NOTES EROSION CONTROL ` `r,EjE DESIGN DRAWINGS PRESENT THE CIVIL CONCEPTS OF THIS PROJECT AND ARE WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE PROPOSED NOT INTFNDFD TO SFRVF AS CONTRACTOR'S SHOP DRAWINGS. CFRTAIN ITEMS MAY AND LOCAL ORDINANCES. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED Sl TE- NOT BE COMPLETELY DETAILED ON THESE DRAWINGS. SUCH ITEMS SHALL BE AND MAINTAINED TO CONTROL AGAINST EROSION. THE PROTECTION FOR L CONSTRUCTED TO THE CODES AND STANDARDS AS INDICATED. THE SUPERINTENDENT SHALL SECURE THE JOB AT THE END OF EACH DAY. ON-DUTY THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE TO CALLING FOR FINAL APPROVAL. AND OFF-DI_ITY CONTACTS AND PHONE NUMBERS FOR THE CON TRACTOR SHALL BE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF ALL EXISTING UTILITIES FURNISHED TO THE OWNER'S REPRESENTATIVE WHERE NECESSARY, TEMPORARY EROSION CONTROL DEVICES SUCH WITHIN THE CONSTRUCTION AREA THROUGHOUT THE CONSTRUCTION PROCESS AND AS GRAVEL BAGS, CRIBBING, RIP RAP OR OTHER DEVICES OR METHODS AS APPROVED BY THE ADMINISTRATIVE AUTHORITY, SHALL BE EMPLOYED O Q SHALL BE RESPONSIBLE FOR REPLACEMENT OF ALL EXISTING UTILITIES WHICH ARE ANY OFF-SITE IMPROVEMENTS FOUND DAMAGED SHALL BE REPLACED TO THE y I TO CONTROL EROSION AND PROVIDE SAFETY DURING THE RAINY SEASON wY DISTURBED "IN KIND" AS PART OF THE CONTRACT. CONTRACTOR SHALL COORCIrJATE SATISFACTION OF THE DIRECTOR OF PUBLIC WORK;. C ., ALL WORK ON UTILITIES WITH THE VARIOUS OWNERS THEREOF. PAVED STREETS, SIDEWALKS AND OTHER IMPROVEMEN r5 SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION FREE OF LOOSE SOIL, BONI A �.�. r++++ SITE CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH OSHA REGULATIONS. .,_.•�-..- RD � 1•:_ CONSTRUCTION DEBRIS AND TRASH. STREET SWEEPING OR OTHER EQUALLY "-' r I !.00ATIONS OF PROPERTY LINES AND EXISTING STRUCTURES, SITE FEATURES, AND '¢ `- ` -�`- 7f)l)( _•_ _� CONTRACTOR SHALL MAINTAIN ON-SITE, LEGIBLE MATERIAL SAFETY DATA SHEETS EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO PREVENT STORM � , l,( ;. r" NUERGROUND UTILITIES ARE DRAWN FROM BEST AVAILABLE AS DATA FOR ALL HAZARDOUS MATERIALS USED ON-SITE. FLOWS FROM CARRYING SEDIMENT AND DEBRIS OUTSIDE THE PROJECT -I ,7 I 8 ;;t 'HIS DOES NOT GUARANTEE LOCATIONS, ELEVATIONS ARE EXACT OR COMPLETE, BOUNDARIES, WATERING TO CLEAN STREETS IS PROHIBITED. THE CONTRACTOR SHALL GIVE THE APPROPRIATE INSPECTION AGENCY THE CIVIL ENGINEER OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE CONTRACTOR SHALL VERIFY LOCATION AND INVERT ELEVATIONS OF ALL EXISTING TWO (2) WORKING DAYS ADVANCE NOTICE WHEN REQUESTING INSPECTIONS. FOR INSPECTION AND MODIFICATION OF THE DEVICES, AS NECESSARY, DURING E'ARTRIUQ ; ` O l3 UTILITIES AND FEATURES IN THE AREA AFFECTED BY PROJECT WORK. NOTIFY THE RAINY SEASON. cn s RR E NGINEFR IF LOCATION OR ELEVATION 'S OTHER THAN INDICATED ON PLANS ANY REVISIONS Mt,DE TO APPROVED PLANS REQUIRE SUBSEQUENT APPROVAL BY THE EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE i t`` ca I �I c PIPE LENGTHS SHOWN ARE ESTIMATED. FINAL LENGTHS DETERMINED BY FIELD APPROPRIATE AGENCY. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS �W SHAKESP[• SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS f `�~ I LN 5.'t1 CONDITIONS 5PECIAL INSPECTIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CONTRACTOR SHALL REQUEST LOCATES OF ALL UTIt 'TIES AT LEAST 7 H R IN UNDERGROUND PIPING PRIOR TO TRENCH BACKFILL 5 / ,ISI �P EFFECTIVE PLANTING AND LANDSCAPING SHALL. BE INSTALLED, FULLY 0 , SW ADVANCE PRIOR TO COMMENCING EXCAVATION, INCLUDING THE FOLLOWING: COM°ACTIOPJ OF SUBGRADE AND BACKFILL GERMINATED AND EFFECTIVELY COVERING THE REQUIRED AREA PRIOR TO FINAL I f� REINFORCING STEEL PLACEMENT APPROVAL UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. i i RrDkl� 1 PUBLIC WORKS DEPARTMENT POURED IN PLACE CONCRETE ELECTRICAL UTILITY ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT � SW �� � COMPACTION OF ASPHALTIC PAVEMENT I KABLE ./P �.� GAS UTILITY THE END OF EACH WORKING DAY NHEN THE FIVE-DAY RAIN PROBABILITY ''"�i` '= II I 291 j FORECAST EXCEEDS FGRTY (40) PERCENT. I LN SW FIRE DEPARTMENT CODES AND STANDARDS WATER DEPARTMENT GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM ! � ;� + HARRINGTON I¢ . .. _._.__....1.. - AMERICAN CONCRETE INSTITUTE ACI 318, CURRENT EDITION THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. \Q� Cj TELEPHONE COMPANY ` 41 � -a ONE-CACI. UTLITY NOTIFICATION THE ASPHALT INSTITUTE MANUAL SERIES, CURRENT EDITIONS DUST SHALL BE CONTROLLED BY WATERING !� 31 C7O� (� �� uj, CENTER 246-6699 O.D.C.T. STANDARD SPECIFICATIONS, CURRENT EDITION �^ v) SW�� SEV11cc: _LE O.D.C.T. EROSION AND SEDIMENT CONTROL STANDARDS I r j �� ,.:�.EV J.] I;OWNTIME FOR UTILITIES SHALL BE HELD TO A MINIMUM AND TEMPORARY BYPASSES MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION `,HALL BE PROVIDED WHERE REQUIRED TO MAINTAIN PROPER SERVICE. UNIFIED SEWAGE AGENCY DESIGN AND CONSTRUCTION STANDARDS JULY 1996 ��� 1 ��� �� � "u' N►� r CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS JULY 1998 PROPERTY DESCRIPTION ALL EXISTING UTILITY FEATURES (VAULTS, BOXES, RIMS, CLEANOl1T5, ETCLOCATED IN THE SE 1/4 OF THE NE 1/4 OF SECTION 12, T 2S, R .) IN CONFLICT WITH PROPOSED GRADING PLAN SHOULD BE RAISED OR LOWERED 1W, WM; IN PORTIONS OF LOTS 3 AND 4 OF BONITA GARDENS, CITY --- --- —` " - - - ACCORDINGLY, OF TIGARD, WASHINGTON COUNTY, OREGON. ' SNORTHAWCUT STRAIGHT MATCH LINES WHERE EXISTING PAVEMENT MEETS NEW PAVEMENT. VICINITY MAP ',AND SEAL JOINT BEFORE NEXT RAINFALL. NTS u.0 GRADING AND PAVING PLAN SHOWS FINISH GRADE TO TOE' OF PAVEMENT AND TOP SOIL IN LANDSCAPING AREAS, SPECIFICATIONS DIVISION 2 -- SITE WORK DIVISION 3 - CONCRETE ' E EARTHWORK IN AREAS TO BE GRADED EXITING PAVEMENT AND ORGANCIS SHALL DE GENERAL TRANSPORTING OF READY-MIX CONCRETE SHALL BE IN ACCORDANCE WITH I ASTM C94 "STANDARD SPECIFICATION FOR READY-MIXED CONCRETE" AND CLEARED AND DISPOSED OF OFF SITE, ANY REMAING ORGANIC EXCAVATIONS SHALL BE SHORED AS REQUIRED TO PREVENT SUBSIDENCE STORM DRAINAGE CODES AND STANDARDS: ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE PLACEMENT AND CURING SHALL BE IN ACCORDANCE WITH ACI MATERIAL SHALL THEN BE STRIPPED AND USED IN LANDSCAPED AREAS OR DAMAGE TO ADJACENT EXISTING STRUCTURES. CONCRETE FOR BUILDINGS": ACI 318, "BUILDING CODE REQUIREMENTS FOR 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". OR DISPOSED OF OFF SITE. PIPING: HIGH DENSITY POLYETHYLENE PIPE WITH CORRUGATED EXTERIOR REINFORCED CONCRETE"; COMPLY WITH APPLICABLE PROVISIONS EXCEPT COMPLY WITH LOCAL CODES, ORDINANCES. AND REQUIREMENTS OF FILL MATERIAL USED ON SITE SHALL CONSIST OF SOILS FREE FROM AUTHOR111E`.i HAVING JURISDICTION TO MAINTAIN STABLE EXCAVA71('NS, AND SMOOTH INTERIOR PER ASTM F-405 AND F-667 OR AASHTO M-252 AND M-294 AS OTHERWISE NOTED, CARE SHALL BE TAKEN TO CONFORM TO THE FINISH ELEVATIONS AND SLOPES SHOWN ON THE DRAWINGS.,,PVC PIPE AND FITTINGS, ASTM D 3034SDR 35FOR SOLVENT-CEMENTED OR ORGANIC OR OTHER DELETERIOUS MATERIALS AND SHOULD NOT BE CONCRETE TESTING T EXISTING UTILITIES: LOCATE EXISTING UNDERGROUND UTILITIES IN E E ES NG SERVICE: EMPLOY ACCEPTABLE TESTING 10 CONSIDERED HIGHLY PLASTIC. IF GRADING ACTIVITIES ARE TO BE GASKETED JOINTS. GASKETS ASTM F 477, ELASTOMERIG SEALS. j R ACCOMPLISHED DURING THE WET TIME OF YEAR THEN AN APPROVED AREAS U. EXCAVATION WORK. IF ',JTILITIES ARE INDICATED TO REMAIN OR APPROVED EQUAL LABORATORY TO PERFORM MATERIALS EVALUATION, TESTING, AND ' W LL GRADED GRANULAR OR GRAVEL MATERIAL WHICH I-A`; NO MORE IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DESIGN OF CONCRETE MIXES. REINFORCING STEEL THAN 7" OF MATERIAL PASSING A No. 200 SIEVE SHAL_ BE USED. DURING EARTHWORK OPERATIONS. SANITARY SEWER CERTIFICATES N _ SIGNED BY CONCRETE PRODUCER AND CONTRACTOR, MAY UNDER PAVEMENT AND STRUCTURAL AREAS: SCARIFY AND ALL EXCES`; MATERIALS RESULTING FROM THE CONTRACTOR'S WORK PIPING: PVC PIPE AND FITTINGS, ASTM D 3034, SDR 35, FOR SOLVENT EMENTED OR BE SUBMITTED IN LIEU OF MATERIAL TESTING WHEN ACCEPTABLE TO REINFORCING STEEL DEFORMED BARS SHALL BE ASTM A615 GRADE 6n. COMPACT THE TOP 6 INCHES OF EXISTING GROUND SURFACE TO SHALL BE DISPOSED OFF-SITE, ACCORDING TO THE LAWS ESTABLISHED GASKETED JOINTS. GASKETS ASTM F 477, ELASTOMERIC SE/ -S. ENGINEER. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP--1-86 "MANUAL OF STANDARD PRACTICE" AND NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMIJN' MOISTURE BY THE GOVERNING AUTHORITIES. CONTENT PLUS OR MINUS 2 PERCENT ALL GRADING ACTIVITIES SHALL BE IN ACCORDANCE WITH THE MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH CHAPTER 5 OF ACI '101-89 "SPECIFICATIONS FOR STRUCTURAL CONCRETE AS MEASURED BY A,TM D1557. RECOMMENDATIONS MADE IN THE SOILS REPORT PREPARED BY WATER DISTRIBUTION MIX DESIGN PROCEDURES SPECIFIED IN ACI 301. FOR BUILDINGS". CARLSON TESTING INC. DATED DECEMBER 2, 1999. PIPING: PVC CLASS 150, FIRE SERVICE PIPE USE JOINING MATERIALS CONCRETE REINFORCING STEEL LAP SPLICES NOT OTHERWISE INDICATED SHALL BE INSTALL FILL IN LIFTS NOT EXCEEDING 8" LOOSE MEASURE AND ASPHALT PAVING PER AWWA C900 WITH ELASTOMERIC SEALS AND LUBRICANT PER ASTM ACI STANDARD CLASS B WITH SPLICES STAGGERED BETWEEN ADJACENT COMPACT TO NOT LESS THAN 95 �- RCENT OF MAXIMUM CENSITY AT D 2774 OR ASTM D 3139. CONC 7 BE A 5 1/2" SACK MIX WITH F'c=3000 PSI 028 DAYS. BARS ONE LAP LENGTH MINIMUM. OPTIMUM MOISTURE CONTFNT PLUS OR MINUS 2 PERCENT AS MEASURED THE AGGREGATE BASE MATERIALS SHALL BE UNIFORMLY SPREAD OVER THE TYPE "K" COPPER PIPING SLUMP RF 3" PLUS OR MINUS 1". CONCRETE SHALL BE AIR BY ASTM D1557, WATER METERS, BOXES AND THRUST BLOCKING PER CITY OF TIGARD STANDARDS. ENTRAI: _D �- •..,R ''ONTENT OF 4 TO 6%, CONCRETE SHALL UNLESS OTHERWISE INDICATED, MINIMUM CLEARANCE_ FOR REINFORCING AREA TO BF PAVED AND BLADED UNTIL_ THE MATERIAL_ SHOWS A UNIFORM CONTAIN A Rt JCER. CONCRETE MATERIALS AND QUALITY SHALL STEEL. SHALL BE 3 INCHES FOR CONCRETE CAST AGAINST EARTH, FOR PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER GRADING FROM COARSE TO FINE. THE SURFACE SHALL THEN BE ROLLED BE IN ACCC I" tivITH CHAPTERS 3 AND 4 RESPECTIVELY OF ACI 318-89 CONCRETE EXPOSED TO EARTH OR WEATHER MINIMUM CLEARANCE SHALL FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNTIL THE AGGREGATE BASE COURSE IS THOROUGHLY COMPACTED TO NOT LESS THAN 95% "BUI'- NG CC"_,{ REQUIREMENTS FOR REINFORCED WNCRETE". SUBMIT BE 1-1/2 INCHES FOR N5 AND SMALLER BARS AND 2 INCHES FOR y6 AND OF MAXIMUM DENSITY PER ASTM D 157. UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTHWORK ASPHALT MATERIALS SHALL CONFORM TO ODQT STANDARD SPECIFICATION 00745. COP " OF THE CONCRETE MIX DESIGN TO THE ENGINEER 7 DAYS PRIOR TO LARGER BARS, CONCRETE PLACEMENT. ANCHOR BOLTS SHALL BE CAST-IN-PLACE. OPERATIONS. COMPACT LAYERS OF ASPHALT CONCRETE MATERIALS TO NOT LESS PROTECT SUBGRADES AND FOUNDATION SOILS AGAINST FREEZING THAN 98 PERCENT DENSITY, ASTM D1559. TEMPERATURES OR FROST, PROVIDE PROTECTIVE INSULATING MATERIALS HERBICIDE: COMMERCIAL CHEMICAL FOR WEED CONTROL, REGISTERED BY AS NECESSARY, ENVIROMENTAL PROTECTION AGENCY (EPA). PROVIDE GRANULAR, LIQUID, OR WETTABLE POWDER FORM, SURVEY ADJACENT STRUCTURES AND IMPROVEMENTS, ESTABLISHING EXACT ELEVATIONS AT FIXED POINTS TO ACT AS BENCHMARKS. THE PAVEMI.NT MATERIALS, MIXING, APPLICATIONS, FINISHING, ETC. CLEARLY IDENTIFY BENCHMARKS AND RECORD EXISTING ELEVATIONS, SHALL ALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL DURING EXCAVATION, RESURVEY BFNCHMARKS ''WEEKLY, MAINTAINING GOVERNING AUTHORITIES. ACCURATE LOG OF SURVEYED ELEVATIONS FOR COMPARISON WITH ORIGINAL ELEVATIONS. PROMPTLY NOTIFY ENGINEER IF CHANGES a IN ELEVATIONS OCCUR OR IF CRACKS, SAGS, OR OTHER DAMAGE IS EVIDENT r n b O r— v FD PROF PROJECT NO. M ���o, NE Fsf� DESIGNED: MHO GENERAL NOTE MOFFATT NICHOL & BONNEY , INC . 6149 ---- P5950 N ConsultingEngineers �wN: EJK eers ATIYEH RETAIL BUILDING DRAWING NO. B � OR h0 CHECKED: MHO 1845 Northeast Couch Street, Portland Oregon 97232 °� <� i9 x'4,/05/00 ISSUED FOR PERMIT g FiQr 2 ���� 6600 SW Bonita Road ,503) 232-8023 A. B ISSUED: 10/1/99 6750 SW Bonita Rd. l Telephone X503) 232-2117, Fax (. TIGARD OREGON SUP 200"0139,N0. DATE REVISIONS EXP. 12/31/01 SCALE: 1"=20� 3o, 2e Cm IIIIInIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I i I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII"II Jllllllllllllllllfill llll IIIIIIIII fIIIIIIII Illllllll Illllllll 111111111 IIIIIIIII Iln�llll IIIIIIIII Ilillllll IIIIIIIII IIIIIIIII IIIIIIIII LEGIBILITY STRIP o J2�I 3I 4�I S�I J�� �� J�y I� II 12 13 14 � I I � I I I `-` 16 17 I!1 1� 91 90 $3 2425 26 27 28 28 30 CDZI II CI M0141 of on Y oZ 25X r i, t '. ._ _.... ,. .. MAS{ v.uN,•wyq•.p .4nf,whMnw +MryV{rM yr :. s„ t` ,)Y t N 1065.5165 BONITA ROAD I " E 1091.5200 \ PROJECT COORDINATE Fpump sranory BENCH D4 MARK _ N 89'38'00" E _ _ _ _ _ _ -� N 85'2'56" E N B552'7�f---- � 90.29 BGLLARD t6 311.00• DEMOLI -fION NOTES N 1867.5067 O.Ofi • LIGHT E 1402 5135 _ PROJECT O EXISTING CURB IN CONFLICT WITH NEW CONSTRUCTION TO BE REMOVED e LB 6 COORDINATE ' 18 5 F. 3125 — = — ==-�-a — — — -- — - — — — — — — BENCH N C H ie `.°,4` i o L '� a = = s = — — — _ — — — _ _ y MARK I O EXISTING ASPHALT AND CURBS IN NEW LANDSCAPED AREAS S w 10' WIDE WATER TO BE REMOVED a LME EASEMENT II O REMOVE EXISTING BOLLARD LIGHT IN CONFLICT WITH NEW CONSTRUCTION y i, wvl 1 I SPC O 9' 16.00' 8' 8.00' 5�S (,� �=43 754 7 SPC O 8.75' - 61.25' 4 �--- — — _� _ I 4 RELOCATE EXISTING MAIL BOX IN CONFLICT WITH NEW CONSTRUCTION a — O O 'T U 153.B�r- 4 ` 99'?6'10' W O 23 � 5 R,,s I I � � �_ — II SITE NOTES � N I I I I N L.S. p L.S. 164' �(NIr � I 10 CONSTRUCT NEW CONCRETE CURB AND GUTTER PER CETAIL 4 ON DRAWING C4A I, I _ BASALT ROCK WALL 14 CONSTRUCT NEW ASPHALT CONCRETE PER DETAIL 7 ON CRANING C4.0 II I IO CONSTRUCT NEW 4" CONCRETE SIDEWALK PER DETAILS 5 AND 6 I 15 Y I I II I W%TTTING 10'R LINE EASEMENT O ON DRAWING C4.0 "��I WAT 21 c 11 I 13 PROVIDE HANDICAPPED PARKING AND SIGNAGE PER DETAIL 8 AND 9 ON DRAWING C4.0 O CONSTRUCT PARKING STALLS ACCORDING TO LAYOUT SHOWN NEW 11' WIDE N 1a USING 4" WIDE WHITE PAVEMENT MARKING MATERIALS a Irill, SEWERJEASEMENT II I 15 PROVIDE FLOW THROUGH CONCRETE U-GATTER PER DETAIL 6 oa I I // I O ON DRAWING C4.1 0 I ; I I y I I 16 PERSDETAIL 3EONPDRAWNG ISLANDS. USE 6" STRAIGHT CURB ' CONCRETE WALKWAY- . I PROVIDE 2'fII I I I 17 SOUTHWEST PARKINGRBOTUCORNER STORM WATER RUNOFF AT 13 r •a II I I I INSTALL NEENAH MODEL R-4977 CAST IRON AREAWAY GRATE OR FINISH FLOOR I2 ' O 1 I I 18 APPROVED EQUAL OVER FLOW THROUGH FLOW U-GUTTER AT ENTRANCE ELEV. 93.09 I III I SAWCUT EXISTING ASPHALT ALONG NEW PAVEMENT EDGE. PROVIDE CLEAN 15 ;� .� 11 I I 19 STRUCTURAL EDGE, SAND SEAL WHEN WEATHER PERMITS. W I I 20 PROVIDE NEW 5' X 5' CONCRETE PAD NTH BICYCLE RACK SEE DETAIL m 1 I q I O 8 ON DRAIMN 3 C4.1 L.S. INII 21 PROVIDE DIRECTIONAL SIGN AT ENTRANCE IDENTIFYING BICYCLE PARKING aWI II ( 4 I O LOCATED AT THE SOUTH END OF THE BUILDING. I I 12 TYP.c oI II I i I I 22 13ROVIDE NEW ON DRAWINGPRECC4.0AST WHEEL STOPS AT ALL PARKING STALLS PER DETAIL F50W 23 TIE NEW CONCRETE WAL!'WAY INTO EXISTING WALKWAY AT THE NORTHWEST 1 58101 III I O CORNER OF THE SITE. W u' LEGEND 79'-0" 18.50' n 24.50' S X0' I IE INVERT ELEVATION MHO EMSTING MANHOLE y,= I (E) EXISTING CB Q EXISTING CATCH BASIN L I (N) NEW CO O EXISTING CLEANOUT 1 SIC( I RE RIM ELEVATION PP 0 EXISTING POWER POLE 0 LS. LANDSCAPE AREA FH C( DIS11NG FIRE HYDRANT o M I 1 I I I 70 - EXISTING TRENCH DRAIN MHe NEW MANHOLE z Q O FIRE HYDRANT TO BE - -STS- - EXISTING STORM SEWER LINE CB ■ NEW CATCH BASIN/ YARD INIEt • }o 16TYP L F� RELOCATED = - SS - - EXISTING SANITARY SEWER LINE CO O NEW CLEANOUT . a I - W EXISTING WATER LINE 8--� RIDGE LINE E EXISTING ELECTRICAL LINE .n wI I � � BOLLARD LIGHT 1 AREA SPLIT LOA IVIG O 11 n l I I E= MAIL BOX - -FO - - EXISTING FIBER OPTIC CABLE TYP / ` F 16 I NEW AC PAVEMENT C - - EXISTING GAS LINE np I 58'-7" 2D I — NEW STORM SEWER LINE N q o aY — ss— NEW SANITARY SEWER LINE NEW AC PAVEMENT 20'-5' — W — NEW WATER LINE Q -a- _ -SE 0— SILT FENCE FENCE LINEEMSTNG CONTOURS o 20CIII NEW ROCX WALL 3 SPC-27it S -910— NEW CONTOURS L.S. T N89'29'57"E100.00' I NORTH I a I II I D I I 0 S 10 ZO 40 I SCALE 1'= 20'-0' ti I' I W m II II I 1 n I /�� SITE PLAN PROJECTP950 ^^ MOFFATT NICHOL & BONNEY , INC . "y�ED 4o�Fq Y DESIGNED MHO � DRAWN; EX DRAWING N0. N - Consulting Engineers ORE H ATIYEH RETAIL BUILDING B 05/17/00 REISSUED FOR PERMIT a CHECKED: MHO 0 04/04/00 ISSUED FOR PERMIT B 1845 Northeast Couch. Street, Portland Oregon 97232 °efRt` 96�a`�, 6600 SW Bonita Road A. BD ISSUED: 10/1/99 4�Ad SW Sol Rd. .0 N0. DATE REM90NS Telephone (503) 2.i2-2117, Fax (503) 232-8023TIGARD OREGON PUP 2000-001 21172W-0"15 EXP. 12/31/01 SCALE: 1"=20' AIM 4e 1 LEGIBILITY STRIP Cm " 2 3 4 5 6 7 8 9 10 1 1 12 1 3 14 11B 117 fs 19 20 21 22 23 214 25 28 27 28 29 30 a CD CI ROMI . 1062 5X Qi4 tl6 1111011 out A . : r - -- NTA RQAD - -- - -- - - -.-- .- -- - - -- --- KEY N 0 TE S - l - _ - - -. _- _ _` - • .- a • 7 7 � J _ - - -- _ -- -' - _ -- _� - - -- - _• _ - _ - ' ._ • _t __ -s_ I 1 _ - doh"'.. _ +�• _ --1d _ - _ _ - - _ __- - ^--�' - - - •.ter-- -- -- — -... �.-_ :-w `-,\� --__ - I SOME VV __ _� _ / —�-- t• _ ,y �S s s as s ams s i s s s _x � I ;V -__• - -: - _ IMF/ _ •�W _ - -_ -7 u ILI - C> _•t --CPS _, - - -- --_ - - OX 2': - - _=_- _ loop Ln - Z1. _ 7 77 v Lo 4v �' tt a �-- 0- 7 - - _ L- GRADiP�G AND UTILITY PLAN o �- MOFFATT NICHOL & BONNEY , INC . .� �j •_ �� .,� � �� N Consulting Enginoers - ATIYEH RETAIL BUILDING - - - - - - east Couch S.-ee�. Oortwd a 9-2z � - . �.#-�� 6600 Sal Bonito Road _ -� - -- --- --- _��� 2�y . c- -vY-7 IL _ = -�� - 'alp-%'e ' .tZ,' 22-2T• - :�x / T 232-K2ii C2e0 :maw zp LECIeItIn Sm► � - - AL25X C D 'I Ni oil III p t....•'*eMw...i.w.m...-i-waw+kN..w.,_, Ir .... .,. . .. t .; w Y i t, r a Wa W as as M 8N2 pn N 0�� NOD Oi O°f0 nn^"Sa Z8 UNKW $�y.WW O�� UUI O:W W Zno a 0- a 0- 0+109 dl O^09 __ 80 ^og � N,� 4NW JO� XF�ZO <mz z< 0LjW FINISH GRADE FINISH GRADE PIPE - SSR ' _S=O.0030tt/ft pIA10in. PIPE —� — — — — PIPE I. L-36' t 90 S=0.0025N/ft s=o.00zsrl/n DIA72in. DIA121n HYDRAULIC GRADE LINE HYDPAULIC GRADE LINE — PIPE — — — PIPE — — — ` z— — — — — — — — — — — — — — — — — — L•242' t � S=0.00251t/!t — — — — — L-49' t DIA12in. S-0.0025lt/ft DIA121n. II f 1 DATUM ELEV DATUM =y 60.00 80.00 m m m m m rn m m rn m m 0+00 1+00 200 0+00 1+00 2+00 3+00 I i WEST STORM PROFIL.E EAST STORM PROFILE HOR, 1"=20', VERT. 1"==2' Q--Sm y grt HOR. 1"=20', VERT. 1"=2' S ti 0 ii -ROJECT N0. PROFF� DESIGNED: MHO STORM SEWERS PROFILES P5950 m MOFFATT NICHOL & BONNEY , INC . 6149 fA� RAYM: EJK -- DRAWING NO. N Consulting Engineers ORE ATIYEH RETAIL BUILDING _ •r � ee � CHECKED: MHO I oe/os o0 ISSUED FOR PERMIT 6 1845 Northeast Couch Street, Portland Oregon 97232 oeFRTrA. Bp��4 lssueo: 10 1 99 6600 SW Bonita Road eTeDswe4rc.Re C2 .1 ° Telephone (503) 232-2117, Fax (503) 232-8023 TIGARD OREGON 00P0IX'001'9 SIT2NO40015 e of 2e • N0. DATE PEVISIONS EXP. 12/J1/Ot SCALE: 1"=201 fI i _..'.�.i.. . . _ LEGIBILITT STRIP Cf- 2 3 4 s 5 i2 rio i�iw un�uu ry— ��: '�"^• ^ 13 14 i6 17 i'e 19 -0 2i 22 23 24 25 2�° 27 2B 29 30 CD =I _ . �� � W11- , 11 , , , ,Y•�� q aoMl '�{'ee Mi1WK WWJ14j, � IIhIIIIIIIIhIiIII�hIiIIIIIII�I�ulildlhhllhh�lhl hllhhhidll O° pMtlw :; --.w,r�, .fRn,.�n+-.��..-..�......,..,.......�..,.pM..,k�....�.T.....r.+w.--,-...,.,,a„+�r.,.,..w,,,.-,.a....n�-...n+I.P}rr�lw► r 5 e4; 7 •� 1, r? 'r IU I _I SS MH — — (j \ - -RE .5 — — -- EXISTING 1 C' C E IN�83.92 � — — — — — I WIDE SS MH #1((E) IE OUT-83-82 8" D.I. WATERLINE EXIST. WATER LINE RE= .11 EASEMENT — — — IE OUT=84B0�L I r--- ---� x-•{ �_ -: -- --- CLASS "9" CLASS "A" _ _ -- _– _ — — _-• — W � KCU� Yt,:vE Mr•[Ni,. [ — N00'_26'19 W Es:ES7f _ _ G . , �—__ ___- — _ —�•— — —� --.�—� T_ rs.MFICES-E5;JI•j'Jn 0E IRFh. 0 OL -- --- _-- I �J / cJa 5E- tErte- ---+— SS S SS SS - U-) o y pI HT1 - -- _ -- - -- _ � �, _1 I _ _ � ,r.• ; STS STS —+— STS 4S -1 — — ,5j K' , / ',.ti: •, �,�. REMOVE EXISTING SEWER LINE T , jj lu I _ AND PROVIDE 196 LFt OF NEW ANEW 15' WIDE ,:ErE= — E.F .. --- NEW 15' WIDE '-NEW 8" PVC O S=0.01 BETWEEN I I SEWER EASEMENT O EXISTING MANHOLES \ "o�• `� �• -L�I I SEWER EASEMENT IN TRENCH PER Ln I f DETAIL ONELo ` •• C� �� Co r- c� o o �� c� o I o C� ROVIDE �� o."``"t' ';' :r;•E D.C. CONNECTION INTO — I� 12+5 EXISTING MANHOLES'' ►/ 7SI�IMILAR TO DETAIL '.`:E° o' ti � i •o 0 /l 1 ; i I r ,it rIK L.D. Rl3 s• •IN. AOR v.a:, SO--.,EQ •r,N ,[• J III CX � I � It '•t PIK G.C. h:.i i• 011%. r0a:+;FE IP• At, _r.:•Fa 1 r [ azi I \ p I WNII � II I j WI I I TRENCH BACKFILLUA �roge DETAILS ® agency 1 I I I O I URAW14G N0. 0200-CHS --- II +100 --- �! I i III � I� I FS 1 TYPICAL TRENCH DETAIL RE= 4.40 NORTH NOT TO SCALE 1 , IN=pe.651 I I I 1 SEWER PLAN x I I SCALE: 1"=20' X-STE p (1J -•A1640lE 0F.5101. *0 CONFO"r .11w •51" C-08 I +NEI DP•YINO NC OIO-S• I LAJ 2 N n. N 00 Of Prj � e 00 00 e { NIIN P,..iP 3 tec,� r r� � II EMC•rf/� ED e O g it �2Z 1f)�•N • .A. NFrWW OrnOp6 5 9 00 rNl 4 pips 9Eu rl"Iti0 PVC SANDED BELL ' II / ee y •. •• C• r'N. TCk I 0 C S'AIK-FSS 101114 AL /' ,•eo p • o� Cn ro•1�� �$II t'CC, nnND\ ' • • • r O - _ WD-9-0 11RIM ;.KV• CONS'c JC' Cw•NN['_ •IPE ANC ErEtr IN nC.O Ih,[Karl / PIPE III E I rtEl1101E C[rw•ECrOP ` I I KORNSEAL BOOT IIL=196 LF± II II s=0.01 ft/ft PRECAST CONCRETE unified " TM 3034 SDR 35 MANHOLE BASE I go a � PJC AS ORAYiNO N0. 020-SA UfAQO "er&7_— _ -- --------------- D =0V LNNECTION DETAIL NOT TO - - - - NOTES 1. SANITARY SEWER IS TO BE CONSTRUCTED PER UNIFIED SEWERAGE rn rn AGENCY MANUAL "DESIGN AND CONSTRUCTION STANDARDS FOR I SANITARY SEWER AND SURFACE WATER MANAGMENT" JULY 1996. - -- ----- CONTACT THE UNIFIED SEWERAGE AGENCY AT 503 648-8621 TO 1+00 0+00 OBTAIN A COPY OF THESE SPECIFICATIONS. 2. SAWCUT EXISTING ASPHALT 6" BEYOND TRENCH LIMITS ON EACH SIDE OF TRENCH. PROVIDE CLEAN STRUCTURAL EDGE, TACK ALL S`WER PROFILE EXPOSED MATERIAL AND PATCH AC TO THE GREATER OF 3" OR EXISTING THICKNESS. e� x-SITE a PR�FFS DESIGNED: MHO PROJECT N0. M ��A., INE spy SANITARY SEWER PLAN AND PROFILE P5950 MOFFATT NICHOL & BONNEY , INC . 6149 DRAYM: EJK DRAWING N0. �� Consulting Engineers OREGON ATIYEH RETAIL BUILDING IG 60 -X, CHECKED: MHC _ ® 1845 Northeast Couch Street, Portland Oregon 97232 ° `TYf2''oaa� 6600 SW Bonita Road 12,'00 ISSUED FOR PERMiT A. B ISSUED: 10 1 99 9 67SOSWSonitsRd. C292 Telephone 1503) 232-2117, Fax (503) 232-8023 TIGARD OREGON UP 2000-00139,SIT2000-00015 NO. DATE REVISIONS EXP. 12/31/01 rr 1 28 SCALE. 1 =211 ..� [. CM IIII I Iu�III IInIIlI 111111n�u111nl1jlnljulljlliijllil;llulllu In111111 IIIIIInIIIlu�llulln1111u11nI�IInInII�llnlull�ul '171 11111111 1111111IIu1�11I1 llnliul iin�lnl I�Il�lnl Inlllll iiii�nli iiij�iii �ullllll IIII�InI lii� i111 1111 lul LEGIBILITY STRIP o 10 I I 12 13 14 �} Iomm.I Cm ( le ly 19 19 20 21 22 23 24 28 28 27 28 29 30 r tLL 1 81 1 1 01 , $40tH . l or11111111 Jill / 49 fir �. Moll 118011 ON 100"No L , I • N .d , I TRENCH WIDTH 2'-0" PLUS PIPE I D. NEW A.C. OR CONC / PAVEMENT FINISH GRACE BASE COURSE / J I -' 18" SOX6" a Y 6" r C CLEANOUT COVER do FRAME CONC PAD Q 6„ 3/4" RADIUS TOOLED CORNERS In VALLEY IRON NO 202 OR EQUAL M ,`no 1" R 25" R APPROX WEIGHT 90 LBS FIN GRADE DETECTABLE COLOR Z o TRACER TAPE — 1 4" SIDEWALK WHERE � 1/2" EXPANSION JOINT ° N __ __APPLICABLE __ AC PAVEMENT 2 d. _ " _ _ _ AT 15' 0 O.C. FILL WITH _ _ Q JOINT FILLER LJ 4 0 ° a 4" CONC SIDEWALK APPLY ACCORDING TO ; ° SLOPE. 3/8: 12 12 0 I I—III—III I ' I—III—I I Q __j_____________________ MANIUFACTURER'S FINISH GRADE - ' _ a � ' �. d'. RECOMMENDATIONS -- PIPE ZONE MATERIAL � ~ — ` — G'. G �. C. G 6" PVC SCHED 40 3/4"-0 GRANULAR _ v ^ _ _ e ..� ca 4'. °. °. r,'' , . °. ° °; e a a .. 4 . :° - BACKFILL Cr w �n 4 . G', ° ° e ° ° e e ° °. °',e ° a 6" PVC SCHED 40 o ° �' o ° ° �I� N Q t, 2 CLASS B BEDDING—` a F- 12 °CL Lh ° 12 2'-0 G _ r- NOTE; 0( PLUG — NOTE: 1. CONCRETE TO HAVE STRENGTH OF 4000 PSI —_ IN 28 DAYS, 2" TO 4" SLUMP �I I I^III-I �— - - — PROVIDE 112" PREMOLD 0 NOTE NATIVE MATERIAL MAY BE USED FOR BACKFILL IN JOINTS 0 16'-0 O.C. 2. TRANSVERSE EXPANSION JOINTS TO HE CONSTRUCTED INVERT ELEVATION LANDSCAPED AREAS. AT INTERVALS NOT TO EXCEED 12 FEET. USE 1/2" �, PREMOLDED EXPANSION JOINT MATERIAL FOR SIDEWALK ONLY TYPICAL TRENCH TYPICAL POURED DjTYPIc,� AL CLEANOUT DETAIL SECTION — PAVEMENT TYPICAL COMBINATION CURB TYPICAL CONCRETE CURB DETAIL CD02-' NO SCALE �YI°-' 3 11,2" = 1'_o" CYO° AND GUTTER SECTION EXPANSION JOINT DETAI L 4 1 1/2" = 1'-0" CY22 5 , _ ,' 7-7 I INTERNATIONAL SYMBOL 7" OF ACCESS ON 22 GA REFLECTORIZED SIGN, WHITE LOGO AND BORDER a OVER BLUE BACKGROUND - 4" WIDE PAINTED 1/2" HIGH WHITE LETTERING STRIPING PAINT WITH BLUE TO READ: STRIPING PAINT 4" CONC SIDEWALK 1;2" EMBEDDED CONTROL "STATE DISABLED - —1/2" RADIUS `v �- JOINT AT 5'-0" O.C. MAX. PARING ED MIT —"VAN ACCESSIBLE" AT VAN STALLS ° - �-2" CLASS C ASPHALT ° e a a 4 e a �- e" e a a e ° ,4 2" CLASS B ASPHALT o �j e e ° co °. /� 1 1/2"0 PIPE - -i i ) f )n 4" CONC. WALK -- A A d ]C l 10" MIN 1 MINUS BASE ��+ U COMPACTED TO 95% OF J 111---- -_ -_ ASTM D1557. �- 1 1/2"0 PIPE � I �� =�-�� SUBGRADE COMPACTED TO 'I�%�� ° ' ' '°. . r'111 1/2' EXP. JNT. 0 1 -llll-' ,��\ i i ��r\\ MATERIAL. 95% OF ASTM D1557. FOR SIDEWALK ONLY — 12" x 12" CONCRETE , FOUNDATION 4'-4" � TYPICAL — -- 60CONTROL JOINT DETAIL NEW PAVEMENT SECTIOfJ H C PARKING SIGN DETAIL Y c"a 8 3 4" = C050 TYPICAL HANDICAPPED SYMBOL DETAIL 1 C. r is FILTER FABRIC MATERIAL 36" WIDE ROLLS USE STITCHED LOOPS i FILTER OVER 2" X 2" POSTS FABRIC MATERIAL-� „ I HOLES FOR #6 BAR � 2" REINFORCING 1 i { u 11 I 2'-6" LONG (TYPICAL) i - - DOWN SPOUT cD ,•t r�� "'� 11� co �, (2) #4 BARS w E CV r 1� I I -Ic - fi , F + , 4 �t•I rs, r�:# thl o ,'. w I I I e tI _ e CONCRETE PAVEMENT DE _ _ _ _ � � � �:• I fV a FINISH GRA `O = _ _ _ __ __ __ -_=I- -__ - - _ _ _ _ -1' ll_�_II _ _ _ \ nl_IIl-tll�lll=III,-111_1111;+111_llI=III-III-III-III-III-III=III=1N-III=III.1'" -III -III-III=III- ..:�. –I I nl nI—III—III—I—II—IIr+T+—TI—III�II�ITI—' III—III_tlI=III' . •-- _ _ _ FRONT ELEVATION SIDE ELEVATION ° _ __ Imo— � ; � � . a'.,d'. ' - : a . . a . a . � �'. —1 I I-�I I-.I 6'-0" MAXIMUM SPACING d'. Q ' G 4 . G'..' 4 ly6 REBAR a • ° INSTALLATION PINS 4 41 4 " ° FRONT VIEW SIDE VIEW _ 4 GROUT AFTER ° , INSTALLATION. 5,000 PSI CONCRETE _ 1E1 I _ NOTES: I -111�1II_:-III _III-1 I I-1 I I-1 4 ANGLE BOTH ENDS OF FILTER FABRIC 1. BURY BOTTOM OF FILTER FABRIC 6' 1 FENCE TO ASSURE SOILS IS TRAPPED VERTICALLY BELOW FINISHED GRADE. 3/4" - MINUS CRUSHED ROCK 2. 2" X 2' FIR, PINE OR STEEL FENCE POSTS. BASE COURSE 3, STITCHED LOOPS TO BE INSTALLED ' H _ UPHILL SIDE OF SLOPE. 6'0 45' ELBOW (TYP) 45' WYE 4. COMPACT ALL AREAS OF FILTER FABRIC COMPACTED SUB-BASE , TRENCH INTERLOCKED PLAN � \ 2" X T P°STS TYPICAL TEMPORARY AND ATTACH TYPICAL CONCRETE 'TYPICAL TYPICAL. DOWN SPOUT CONNECTION SEDIMENT FENCE PAV M CAL PRECAST CONCRETE E ENT DETAI L NO SCALE 0017 12 WHEEL STOP NO SCALE i^ n I NO SCALE co0e-9'70 b 0 NR FSf" DESIGNED: MHO V� A DETAILS PROJECT N0. M MOFFATT NICHOL & BONNEY , INC . ' � 6149 ? -.�--- NGP. NO. N DRAWN: EX ATIYEH RETAIL BUILDING DRAWING N0. Consulting Engineers o �oN B VG<r ^ ,91.0 CHECKED: MHO 1845 Northeast Couch Street, Portland Oregon 97232 0, `� 6600 SW Bonito Road C4w0 L�- 04/05/00 ISSUED FOR PERMIT _ Telephone 503 232-2117 Fax 503 232-8023 �T A. 1B ISSUED: _10 1 99 6760 SW Bonita Rd. p TIGARD OREGON SUP 20800000139,S�IT2000-00016 I • N0 DATE REVISIONS - EXI�P 12�.3i;01 SCALE: 1"=2 0 !� E Cm IIIII IIIIl, IIIII 11!111111 111 LIIIII�IIII�IIIIIIIII�IIII�iIII�IIIfIIlll�llll�llll�llil�l:�I�IIIII1111�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIII1111'IIII�III+II�IIII�uIi�IIII�IIIII LEGIBILITY STRIP O 2 3 4 l 9 10 11 12 13 14 I 18 17 IS 19 20 21 22 23 24 25 28 27 28 29 30 IOnm.l cm ZI 11 OI NONI • lOt 9 i I I OZ __. `n I j 4 a CITY BATFR DEPT STANUARos-� PLJu91NG CDOE 20 SIDEWALK ADJACENT TO CURE +— — THRUSi 131'%!( Orr APPROVED 8' CAST IRON 910a, _ t2' BEHIND SIDEWAIx ° • ° a IIII&OULOW OEMCE I _ VA-VE BOX TOF I OR BEHIND CURB A (o-- R F+— WHEN NO SIDEWALK , RETAINER CLANG, ADA TOR la. L^ BREAK FLANGE SIDEWA!K I I ` a •u — MN �• ASN L...� , _J 6 MAX. P'-Ural) ILL PLUGGEC CRO55 BEND PLUG ON CAP 2- OR 1 1/2' FLOW 1Y MIM METER MEW r.G ' • , :ES 0,;- .NL, FIRE DEPARTMENT e . ,; A r-G SYR EOUA� .' r FC- r ANC 0-,Ali CONNECTION '/' 4' URAIN Re �`A I.� ,'r•. .r a' 0' \ OPTIONAL AT TH'5 ° OSHA AflPR W I 21 MW LOCATION I - TAR PAPER (MOISTU "T- W TH+ A.uMINUY ,ADOEDRR 1.t 8' OJGT LE IRON PIPE lL RESTRAIN ALL RANTS W/ VA ITILAIIJ,7 I::N B• JfUTEI � 'FIELD LOVE' OR EQUAL CASKETS P ---T' FLG X COMPRESSION ANGLE PLAN VIEW VA J, 7-� -- i-- LATfRAI PLUGGED CROSS TEF - CONTRACTOR TO SEA. ALL __ STOP (FITS 1 1/2 - APPLICATIONS) FLAN OPENINGS N VAULt WCr" NC11N SnRINK GIII PRIOR CONCRETE THRUST BLOCK 5;ft1LV TU BACKFILLING — b' MIGALUG RETAINER MJ X TAPPED J' WAr a' MAX. CL ANC (EBAA IRON) (BEARING AREA Of THRUST BLOCKS N SQUARE FEET) 2' TTE P A •1 • ' T A DRAIN TO CURB OR -CONCRE rE PIER 6' GATE VALVE FITTING 901sFiro. TEE. ON 45' 22 1/2' 11 1/4' 2' TYPE 'K' °' ° •• GftOFiNC LINE --_ DAVLIGNT Bl0(J( RC A M J - SIZE (s4WHES) PLUGGED CROiS BEND BEND BEND I COPPER PIPE • •'•' v•.r SIDEWALK WITH PLANTER ?0' Y.J : a' FLc. TEE s o40 ozs 01.3 - r r =s-- ]• MIN CLEARANCE STRiP AT CURB • ON OPENED a 071 03.9 02.0 01 3 p ,• , , • , US&Y VALVE MAN ONE NT GI r,; OR [WAL SIDEWALK 12 a 0 Oa B 04.5 02 3 COPPER BEN75 r 3' MIN INLINE CHECK VAL VIL I I - MAX WAX FLANGE to 28 4 1s s da o 04 0 AS NEEDED) -f '• -" I4 84.0 344 tie.' oy \� •• CONTRACTOR TO MIS IA.: -- --- ROOEh+ .• ("PLIED BYY TIO E'SI Y) CORP 1 CONCRETE BA.L.AS! 3 GU 110 SCREEN NOTE -C • ABOVE BEARING AREAS BASED ON TEST PRESSURE OF ll P.S.I AND AN ^ a / °, .L • 'v s, 'TANOON ALLOWABLE SOL BEARING STRENGTH OF 15W POUND PER SUUARE FOOT Tn // • v �' WN WMiIRI fLWI>'yG ON t HYDRANT$ TO BE MODERN MUCLJ-[R CENTIMION, A-442,(OR APP'D EQUAL) 8' MJ, � 1/4- 144H GROUNDIVill LIOST MVO 3 PORT - TWO 2 11/2' PENTAGON OPERArI NUT, OPEN LLr WITH THE FOLLO:VNG: COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARINC A, — ( DRAIN TO DAYLIGHT OR ON STESgS. USE THE FOLLOWING EQUATION WSTALI SUMP PUMP A ORL RESERVOIR K .a ` I' ,r r e r CONTACT City FOR B BRONZE ACTUATION NUT aA►•.b maAs• (TnT misuftAlaa)■(,Bra/raL at~r as)r(TAU WAILE) •`'a P S A • • -=J. CONTACT R ELEVATION PUMP SPEdFICAn3e15 C BRONzf SEAT RING NOTES NOTE Ls '� ' D WTATHER SHIELD CAP I. STRADDLE BLOCKS REQUIRED Wl LINES WAY BE EXIEll IN FUTURE \ E. SArETY SI EEVE COUPLING SEE DETAIL NO 70+ 6 .-+- - - -- c � 1. CONTRACTOR TO INSTALL MJ X TAPPED 2' TEES AT 90' ANGLES TO METER t" -� i�a•al� a" a F. THREADED NOZZLES Ill '0' RINGS 2- CONCRETE THRUST BLOCKING TO BE POURED AGANST UNDISTURBED EARTH� LOCATIONS. HORIZONTAL k LEVEL 12*�-12' MIN G. NATIONAL STANDARD THREADS 3 .(E7!P CONCRETE CLEAR Cr JOINT AND ACCESSORIES. SECTION A-A SECT ICN 'B-8 24' MAX 2. SAFETY CHAINS TO 9E REMOVED 4 THE REQUIRED THRUST BEARING AREAS FOR SPEOAL CONNECTIONS ARE SHOWN 2, DTIV TO PROVIDE T' THREAD By COMPRESSION CpftPERATIOM STOP TrJ BE FIRE DOUBLE CHECK VALVE AES[11MT FLOOR TO BOTTOM 3 ENCMCLEO ON THE PLANS s g. 15 FMICA1'ES 15 SQUARE rEET BEARING _ HYDRANTS TO BE PAINTED USING R--1317 SAFETY YELLOW OR AN ALTERNATE APPROVED INSTAL-LED BY CONTRACTOR. CONTRACTOR TO TEST MAIN W/CORPS INSTALLED Np'FSt ^ ^ T a /Eco DOOr 05 DEW[ BY DISrwCT roc MARSHALL. AREA REOU'RED. ( ) 5, if NOT SHOWN ON PLANS REOUIRED BCARINO AREAS AT FITTING SMALL W AS AREA DRAIN CONSTRUCTION It. ACC'.PLANCE -ITN A T" >�E OM FO.0 aMWT IAA a tax ♦ HYDRANT TO BE INSTALLED 1qU[ AND PLINIB INDICATED ABOVE. ADJUST IF NECIES',AFY, TO COr!FORM TO THE TEST 3• CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. S E'N>fB Ir 4 bra-aA 9»-W it-SAL 0 NO OBSTRLCTIUNS WITHIN 3' 0' RADIUS OF HYDRANT. PRESSURE(S) AND ALLOWABLE SOIL BEARING STP-Z(ES) STATED N THE n• a r- B if SUBJECT TO VEHICLE DAMAGED, PROTTCnvtPOST TO BE PROVIDED SPEOAL PROVISIONS 4. CITY WILL INSTALL ALL COPPER PIPE a FITTINGS FROM MAIN To METER LOCATION OF 3114• :OwhcTtc SASE nA•EoIA_ has - 7. VALVE BOX TO BE IN ACCORDANCE III STANDARD DRAWING NO. 503 OR AS APPROVED e. BEARING AREAS AND SPECIAL BLOCKNC DETAIL'S SHOWN ON PLANS TAXE G.E[AST, 'rINI1IJR VALE IH•«ntFr'E 110 eE T' -_--•Gry rre,[OI iirw-. -.I:F's AL By ENGINEER PRESDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON '41NIkM VALL r, 9F IICtTR OFP'fI)AJ A?t� •E�b 5°•;�E 6G Crt VE�CtD B TInRUST HLOCK% SMALL NOT BE Pt ACM AT HYDRANT LOCATIONS THIS STANDARD DETAIL BEARING AREA Of THRUST BLOCKS ARE IN SQUARE VIRE ME-E711,113 ATTR E SLE —_ FEET 1111 Millions w \ A7aarar r.BICE ib 1sAil •r-�a•:! iq aR+u arrr r a0 ataz _—� Asi„ra,ra DONNA*INIMP T -- DOUBLE CHECK DETECTOq osum^a1OYe -- axN rs ,prA, P` A IIIIIIIAL �� waw sa ro ear s^ LIRE HYDRANT 7F, aNrweKF "41s�'F.avow Urn P.sew p FBBa�7fi soar Fw VALVE ASSEMBLY "�"'�"'� — a""' Ilw ra STANDARD THRUST +rr�IaraanPNlan _-- anorttBr.a 533 ` lea.fx1111. ASSEMBLY "-� '""`� °�� I!� """" ` was" Z� aE -��Z� "`� AREA DRAIN an` _ ...... `J42 an v WOARo aFaal 1w BLOCKy60 aTr o.Ws..r ' r 1MA01 ,Pea -_ WATER SERVICE tJ2 unlfiA� I a,f ---w TYPE I Iu ® se enrageag P ------- -- -- —— ------ -- AVING NO. 220-ST I I APPENDIX E - Water Construction Notes greater Then l'xi psi Shall be pnaVsure tested at 1 5 Mmes the atatle pressure for 1 hour I 1 An estimated 12 percent.-;;.e water system coat must be on deposit prior 10 beginning will,a r18X,mur1 Inss of 5 psi Construction On NOW Ines,and to receive a TPW(City of Tigard Public Works,Water 16 Upon satisfactory completion of testing,the new main and connections to existing mains Division)Stamped approval on conslrurlion plana shall be cleansed and flushed with potable water prior to disinfection. Flushing velocities stall be el bast 2 S lest psi second. DWrlectlon shall be In accordance with AWWA 2 The contractor shall maintain one set of TPW stamped al)pniVed plena on the Stancerd C651-92.the Stele Heaah Dhvalon and City requirerTenw The oonllnuous food construction site at all times method of disinfection"it be,Used. Disinfecting m-Mans shall be a Chlorins-water solution having a free chlorine res-dual of 40-50 mgA(miLigrana per%ler) The 3 Curbs mull br in place prior to Installation of water man&wi•hm now subtirinstons d skdecdoil mhrtua will be prepared by In)eciing a cbIvurnimowm hypoddonts laid water solution Into the pipeime at a messured rate while hash(potable)water Ia allowed to tow 4 Nofly TPW Water Division 48 hours prior to COrrFmoncmg conttmclion to 9&,edule a pre through the plpelme So that the c hloorwwaler solution Is of line specified Strength. Construction Testing Telephone 639-4'71 Treated(chlorinated)water shall be retained In trio poelino:ong enough to destroy all nonspore-torr ung bacteria.Ty*al retentlon pained Is 24 hours At the end of(hoe 24-hour 5 All work shae be In arxrrdil w lh AW WA(Arner"n Water Wo,ks Association) porlod the pipeline is to have a free dNonre residual of a least 10 rmgp After sahsfeclory slanderub chlormallon.O.,Ah the water from the line nLi trio water lr,roughout the pipefns is equal Cherrurally and bade noiogicully to'he per ani i source M supply. 6 All work well be Inspected and approved by TPW,Water Division Dispose of the disinfection water In an approved manner. Do not @flow disinfection water 7 All pipe and filings shell be ducUle Iron,cement-kried,of new manufacturer and made in h fbw Into a waterway Without adequate dilution or other salisfsctory methods of reducing bhe USA Pipe shall be"'ylon Jol Ductile Iron,Clans 52 All fittings shall be MJ chlorine residuals to a safe level as,Tandaled by DEO. After disposal and flushing M the (moclianical,oirt)unless otherwise speafied (lsinleclrrx'solution,fhare it be another 24 hour retarlllon perlod prior 10 bactertologtcal 8 Cover for ell water mains In street And rights-of-way shall be 36' Backfill shall be 1:"-0" tes!Fng Bacteriological taste will the taken by TPW. gravel 17 Provi&an Eclipse No.88 Sampling Station m$nUfactured by Kupie to Foundry,St.Louls, MO 63102. The Sampling station shall be 2'-0'bury,With■% FIPT(Fomals Iron Pips 9 NI vaivo-oprrebng nuts shall tie within 3H'o'finisltr!C grade,otherwise valve operating nut Thread)Inlet,SM a K"unthrsodod hose nozzle. All sampling stations shah be enclosed sortanvon4 will tie reglnred In a kxkable,•hon-romovsble,alumnum-cast housing When opened,the npiing slati)n shall raqulre no key lex Operation,and the water WIN now In an all-L as waterway 10 Poured concrete thrust btorks of at Isasl eight square feet of bearing surface are rewired AD working parts WnII be of brms and be remcvablo from above ground with no digging A aI owh lee,rro l and bend locations(sse details for minimum bearing areas) copgor Vent tube(Standard)will orad•the sampling station to be pumped tree of stendift water to prevent freezing,and to nanamize bacteria growth. Trio exterior piping 11 A 4'AT 4'•8'4)' pointed blue.shall be Installed in front of•very 2-Inch water service will be brass,ends '•4'bell valve shrill be provided in place of this'%:pow cork on the vent location,and remaln then until the water meter Is installed NI 2-klcfh water services shall pipe consist of a MJ x 2'IPT tee and 2'IPT■ 110 Oompresslon fling as msnufacturerf by Mueller Company 18. TPW will Install all copper services and sampling ldallons prior tip surfacing of Chests Water meters will be installed by TPW upon Individual request and payrn"by ulhers 12 Fir hydrant assembly consists of a MJ X 5'•Fig (Flange)1M,6"Fig x MLI gate valve,6'MJ (owners). AN water metal connected to an Irrigil l"am must have the proper IT MJ holding spool,and a Modem Mueller Centurion Fra hydrant,A-442,6'MJ,55-114" Oregon State approved backflow Drevenbor device,minimum of a DCVA(Double Check MVO, 3-port(2'211,'NST hose conned-on, 1 etq•NST pumper), 1l,.'pentagon operating Valve Aseaint11y)Instated on the property axle of the water meter. In addition,every K nil,opening loft,colorr:yellow Approved Equal Mueller CeMunah A.423,Welenous melon For pOmrthernial,multi-Ismly.Industrial,and Inslltufonel service,regardless of alzo. Pacer 8790 Clow Me"Iron shall have the proper Oregon Statoroved Do idi ow app prrnvelTtkhn OevKx minimum of B DCVA Installed on Iths property aide of the meter. The backflow,prevention dome shall 13 Each fn hydrwl shall be Installed upon a pre formed concrete dock with 1 SS cubic y,.rds be installed and tested by the Owner,wilh the reriaula forwarded to TPW Water DiVAITin, of crushed 2'-I/V drain rock Tarpaper will be lad on top of the drain rock to sepamir before viola r.arvrirs can begin i the rock hom Berth cover 19. Upon completion Of Installation of the Wsbr aysten,the contractor or owner shsh advlea 14 All sanitary sewer lines within 10 feet laterally or 3 feet verl"fly of a water main shall be TPW of the total GOnalnJetion Coate to Which will be added 10%for TPW Inspeetlone, encased in a reinforced concrete jacket 8'Mick for S distance of 10 feel on both side of s•Teter Irxs,ovefted,administration,sampling,etc and 2%for engineering review, the crossRFg Where crossings are necessary,they must be made at approximately 90 InUuding'arbuilts'drawings•updating master map,Intersection maps,etc degrees with at bast IS"of separabon below the water hos. E O►ERATK)N OF VALVES IN THE TICARD WATERSERVICE AREA IS PROMIBETED t� 15 NI mains with a static procure up to 100 psi(pounds per square inch)shall be tested at 150 psi for 1 hour with a maillmum loss Of 5 psi Water mains with a stabc pressure NWANW AAr•• lase APPENDIX E Pogo 41 Rarasa Aar i;'IMC APPENDIX E Page 42 CV m b b Cd PRFf`S' DESIGNED: MHO PROJECT N0. �� �G t NEE, `r�Q STANDARD NOTES AND DETAILS P5950 M MOFFATT N BONNEY , I 6149 I DRAWN: EJK - DRAWING NO. N Consulting Engineers OR ON,� CHECKED: MHO ATIYEH RETAIL BUILDING B O f � „G 6 , 1845 Northeast Couch Street. Portland Oregon 97232 `'/ 12 T� aa`�-(hone 6600 51N Bonito Road 675pSWBonita Rd. C492 05/17/00 ISSUED FOR PERMIT Telephone 503� � �232-2117 Fax 503 ?_32_-8023 �r A. eo IssuED: 5 9 00 UP2000.M39,SIT2000-00015 ' NO. DATE REVISIONS EXPTIG.ARD OREGON logit 2B B. 12/31/0? SCALE: 1"=20' VIII ILII I IIIIIIIIIIILII ill•I ILII-1111 ILII ILII ILII ILII ILII ILII ILII ILII ILIII-�IIII II;I IIII�IIII ILII ILII eIIII I~I�IIII ILII LEGIBILITY STRIP CTU 2 N1 I I I �r IQmnel cn Ifs I I 12 13 14 + I I'8 17 IIB 1i9 20 21 212 23 24 25 2if3 27 1 28 219 30 i LI tI Of a � NO'N1'I!• TOL WAL - . _.. ....• —. . .. ,...•. .. . «�.,,««.. ,rte rn.....,« A. 111 I s a. ♦. i , . wi• R 1 k I. Ixx K f ----- GUY-1 P 5W E30NIT,4 ROAD PED � -_ o - I� GUY - P o P �'�' \'9 E D PED � # w � � N 89'38'00' E ,N 85.12'5(o' E — — gp.29' HIJ HUB 311.00' 0 ' e p(o, B 113) ARKI K 0 4T - I-- -- - N � I � I C L_ 30 ' E_ ASEM NT P NT - HUB I V) _ it # z 11111111 111will �� I __ BS 100 U N N � PARKING A An 32 T 417 H z Il MH _ c PARKINICa 0 _AMP O � N L i�- �0.�0 �9'-ta:�; S+�4CES =m #I u °r CJ e ' rLLJ _ 0 0 IDO 00 ^ U GAS METE E � N N (I6) ARKING I 1 SPA Eb z � PROPOSED UILDING I 1 1+ 1 ! � I w I 1 i I I ' A a cn frT�1 l L GSI I I CO o+ I CUR TO BE RE VIED 0 0 - REL GATED L NEW URB I I w � ! I ! PAI T FIRE HYDRANT TO B I i�l 5L E REMOVED 3--7 ;CURB TO BE (T • I -- - -- — / REMOVED 1 'RETAININ�a WALL / L NEW CURB 1 I / 51'LIT LOADING � I DS AREA UE EXISTING PAUL SCHATZ � FURNITURE BUILDING 6'-0' x b'-0' CONC. I s • ' �'Ap Wi c?` BIKE RACKS - CB `� _ L 10'-0' 4 20'-0' x 6'-0' wIG►-I / CO RELOCATED \ GRBAGE ENCLOSURE W/ / _N FIRE HYDRANT oO 1 SWING GATESUD - I I 11 I� I /O P I T / REVISIONS � 1 SITE PL �4N — - i SCALE: V 20' -DATEl ILEA110/2000 1 JOB 991550_ J1 DuN MAM CNK FP ' I SIGNPO T �� W L / 0 In FL �/41P o , FL FL 40100' FL FL At I 270 269 �\ '� o� S 89'38,00, W # #ff #- I-C 6760 SWSonItand. A SUP 2000-00139,SIT2"0.00016 - — — _ - - ------ -- _— —_. -- 1 1 . ------— -- 11 of 26 OF -SHEETS i \ J \A IYEH\991550\ ...,.._ Cm Ii fill :3 .IIIII��nIIui IInInI�IIIIIIII�IIuInI�uIllln�l1iullnul'Illllunlinlluu�nllllul nnlnn unll iill iIII ILII II" 'il�Ili� iiilll i nli iliijli"ii illll°iii"I iilllill i�ll�llli ii l j ,; III!Illlllulllliilinllinillni�ll l LEGIBILITY STRIP C ,�i In , is ,I;� ,h j ,h ,I7 IIe II» 2l0 SII 212 213 2l4 2s zls 27 2e 29 30 - Ipmrn-I cm 1 a 1 ' 1 01 q RJNI • lot' 4�1i111��i1 ._ 1 P ... ... _ _ it, y o 2 3 4 J C 5 r � S o __l'-4-' ?0'-0' II'-4' Ib'-0' 6'-0' '-4' -0' 6'-0' 1'-4'4 3 _g. .3,_8. RECESSED -- ? -4' -- --- 36 -0' I - WALK-OFF MAT �60LLARp- TYP. I , I I I I / D OWHIA INS BE 6.1 IbCURB _ T_. . -- - - - - -- - - - - - - -- - ' S ' . YABOVE - I + - Q�P i KNO w BOX -- -- -STL. CA NOP 1 _ - 0 Z o g - -- — - - �CONC. RETAINING U o AF. A51 - --- .T 5. _ {IO�E BBIB A4.1 H I I 9 42' HIGH 42 L HGH RAILING 0 ' -_ - •�( OS BIB ;� t1.1 N D.S. RAILING - - - - --� III -- - - -- --- -- S 1 --- FI B --- - - J H i * 13 CABINETS - .44' I A -- 4' •4 y ah I 9 PRINKL R �� ` '" I ® (N.I.C.) ® ' B TY SIM --24" COUNTERS- a ►►� C 109 ;! N ENTRY LIBRARY/ 1 a• N RA OFFICE 11 'ASI -- `" T - li V LINE OF�'', 110 IUORK RM OFF 16E "kms OFFICE "2-0 a 1@ '°' Aa.l `� OFFIC "3 C 4 wlp -- 9 i 5OFF I T ABONc —_ — 6.1 — — — — _ r ' Q- 106 ` I@8 -IVELE I C RUG DROP OFF I �+ ' 0 TYP. , iO4 I@5 - I I I I ' — -- - fV T ip (` I !? II@ A III c p _ 24'-3 1/2' 9 A i A FILE CABINET ° SIM. 105 $IM. O6 (N.I.C.) V 108 51 A. I II WORK BENCH 1?._0. �101�''m�---- N-i ° - e t I10 abs ® I • _ v _ °b.l TELEPHONE--- 3NELVES TUBES 4 F.E.G. r _ ' \ E fL ,ab l I' A - - - N I BOARD 19'-I' x 13' (N.I.C.) A - c' V - -- ' CARPET U 4, Ab.l , YP. I - I ��, IIIA - ELEC. PANEL _ - -�_._._��_ _ _ ~ INSERT (N.I.G. _ - - - - I — - - - - - II B Q (p. O I BOOK SHELVES U b'- ( 12'-0' b'-00. �- I - tq (L� W.F.E. 7E� I2'-0' r 12'-0' - 0 12'-0' x 12'-0'- o U. Z �__ . , "� �' I IIIA -p A 1M. OVEIRWEAD DOOR OVERHEAD DOOR 1� _ _ ._ � ._ _ _ - z .� rn MAIL SLOTS Era -5$ PATH HOT WATER-- . 4- 6 12'-0 p= I _ - - - -- TYP. N v' 9 P 11 x Ab.l 1 pp Ab'I NEATER ABOVE CLR. 9I _MEN I I TYP. QQ 6.1 AT PLATFORM \113 113 I u Q DRINKING ry l i" 1 m = FOUNTAINS l -b A6.J tYP. r?ECa TIO -b� �o_ I I f 1 ,I� 4r -DEEP UTILITY SINK j ! 1 W/ HOSE BIB ABOVE 'SINK � I [� ` 0 I ON WALL 6 46" A.F.F. - - S Ab.l 1 r RUG VIEWING AREA A I- C I I _A -TILE BORDER- TYP. 0 I 18' x 25' VESTIB E y 1`'IEN� 1 1 ,q I 112 + 14 A I - I RECEIVING/ PROCESSINCI Q I CARPET INSERT- TYP. I 3 I I_ � 114 ,b.1 B Sim � I- SHELF t ROD STORAGE AREA 11'1 Ab.l I 4x6 POST - I 4,g14 S.F, TYP. _� b A �f 0 --- - I 5 I I I I Ab.? 11'.m -._ - � � I D ai •54' GFI I 5 TYP. e -" '� 1 °?1 - •.ta' A I j RUG CUTTING AREA I W i dD i I Ab .� 51M. SIM. ��11 YP- '� RET,�,IL SALES r EXISTING RUG RACK LUNCH RM 3/4 9 I 11' x 35' I RELOCATED HYSTER- CARPET INSERT UJPOLESALE SALES I FROMGREE NBURG A -b. ? t� 102 2,800 S.F. a (N.I.C ) 103 4 F I STORE, CONTRACTOR 'S - '^ I I RECHARGER FROM �--� ,830 5. . I �, 13 CLOSE' I 1 DOWNTOWN STORE H A4.1 TO PICK UP AND �' •54' A I I y � a GK s - 1 INSTALL � 6'I II6 r- 1 t I Aa.1 D FLOOR LIGHTING R' I ` I SHELF ROD (2) 6 x 6' T.S.- TYP. F I I -b � ULL HEIGHT WALL FIXT.- TYF. (3) PLACES (SEE STRUCTURAL) TO STRoCTURE- TYP. III ,0. �� T A� �Oi p I I 1110 L Y Jam_R0�ACCESS LADDER CASEWORK -- I F `NSA. ROVE W (N.I.GJ C I G�\0 0 RUG RAGS- TYP. (3) PLACES , 3 LINE OF GYP. BOARD A 118 18' RAISED PLATFORM Q�00 (N.I.r_..) CONTRACTOR TO INSTALL �.? A1. TYP. (3) PLACES SOFFIT ABOVE CARPET RACKS/ RUG TUBES (N.I.C.) W/ TILE TOP t SIDES pR r �t 'r STORAGE_ A (EQUAL TO 90' LINEAL) O �--� I ; , PST --- � � 35' x 14' x 15' HIGH I I 1 624' I B �I �I� __ Ab.2 E3 12'-0' B11�g lN.f.CJ CASEWORK (N.I.G.. - - - _ _ _ _ - - - v I B - - 11J_ - t[71-11 - - - - - - - - - - - � - - - CLR. 18' �c 4' x 8' HIGH ( E ' - - _ 3'8'L— I?'-b' -I 5'-5' -?6'-4'10 49'-10 1/2' -- 70, (2) 6' x 6' T.S. - -- -- ' TO 12'-C' A.F.F. B (SEE STRUCTURAL) A4.1 C 3 4 5 6 S N FLOOR PLAN UJ/ ELECTRICAL � I 2' i A2.1 SCALE: 1/8' 2 1'-0' 14,155 S.F. (NAIOP) ' ---------------J I A SIM -- •-'---- - MOUNTING POLES _ 20'-3 1/2' _F-' x 6' HORIZONTAL T.S. I I 1 WELD TO VERTICALS EVISIONS --�6' x Co'6x 12'-0' T.S. TYP. EACH SIDE I I I I I I I MOUNTING HOLES WALL 11A L L �y -'-- -----_-_- - w f FE & : LEGEND NOTE & : ELEC�'i�. l_C�4L_ S*'1%18OL6 31/2' METAL STUDS W/ /e' GYP. BOARD EACH SIDE W.F.E. ■ WALL FIRE EXTINGUISHER DUPLEX RECEPTACLE ABBRyVIL41 N - _ TO BOTTOM OF JOIST, 6' ABOVE CEILING 4 SIM. LOCATION F.E.C. ■ FIRE EXTINGUISHER CABINET WALL 4-FLEX R REMOVED DED DEDICATED n 6" METAL STUDS FULL_ HEIGHT TO STRUCTURE W/ � 120v RECEPTACLE ISO ISOLATED GROUND R-21 BATT INSULATION t Y C-YP, BOARD ONE SIDE ADDITIONAL FIRE EXTIN'jUISNERS TO BE -- PLACED AT DIRECTION OF FIRE MARSHALL. GFI GROUND FAULT INTERRUPT 6' METAL STUDS FULL HEIGHT TO STRUCTURE W/ �b' GYP. E30ARD EACH SIDE ® FLOOR OUTLET •18• MOUNTING HEIGHTS p SWITCH DATE 4/25!2000 D 11 2' METAL FURRING CHANNELS W/ RIGID INSULATION t FILE 42-1 B _ GYP. BOARD ONE SIDE DATA RECEPTACLE ---- s _ �_ - �,,• T t G PLYWOOD DECK I I I I JOB �J1�50 NOTE: WANG TJI J01575 OFF g .�• O AND U ALL W1 14b' METAL BOARD EACHUS INC CHANNELS -� PHONE RECEPTACLE -- --- - I PARAL AMBE AMS PHONE/ DATA RECEPTACLE Di JN Mf1M CHK FP -- ---- �— MOUNTING BOLTS TO BE 1210 ALL THREADS '� WALL SURFACE MOUNTED THERM`aTAT FIELD INSTALL 'r0 INSURE ALIGNMENT m JUNCTION BOX r"� STORAGE FRAM iNG PLAN I 3 NEUJ RUG DISPLAY RACK- A24 8750 SW Bonita Rd. s. �21SI::ALE I/8' a I'-0' (OVER RESTROOMS t LUNCH ROOM) A?.I SCALE: 1/8' = I'_01 BUR 7000-00139,3172000.000" ------ _ e - - — -----_ - - - ------- --- — 12 of 28 Ce SHEETS -_ ....-...".w.nw...z• .:...--.__.-_..-...._. .e.W..r.n.r+•.atlai4uw.r► ... omm.l c '�IIII�IIIIIIIIIIIII'Illl�llllllllljllllllll�IIIIIIIIIIIIIIIIIII Illllllli IIIIIIIII IIIIIIIII IIIIIIIII illllllll tllllllll 1111111 LEGIBILITY STRIP 0 1 d �� ,�� I I I I I �IIII�IIiuluillullllulllnllunllllll11111nnlullllnll 3 10 I I 12 13 14 i 6 17 e i'0 20 2I 22 23 24 2b 2e 2'7 28 29 30 m a , 01 111 p I NONI 9 0 1+r�1 ILULL ' OL `P . ti. - twllnmrc.. nq'T'in .. F1sM?1T'.N ...10.11110 Mom I 111 -n. yrrs.....,s-e.fYrIM11iYW , n — ' i9 "rr i d� t ' 1 2 3 4 ��,cT • �ti'o �I 5 - STL. CANOPY i Q = TLn S . CANOPY O 4 i 'ROOF DRAIN AZ? TYP. W/ SCUPPER ROOF DRAIN-, f� Q. W/ SCUPPER r L TYP. \ �`��-16' WIDE PARAPET C THIS AREA ONLY o _•16'-l' +15'-4' r T.p. FRAMING T.O. FRAMING T.C. FRAMING T.O. FRAMING a N cv 4. \� v�O W PFi LLJ c ROOF DRAIN ~ �' W/ SCUPPER .� ul - - a o � y Z T.O. FRAMING T.O. FRAMING a LLJ Q- lW'' O1 RAM INC T.O. FRAMING I T.O. FRAMING U RIDGE LINE ~�1 Q ` CRICKET- TYP. NOTE PROVIDE ALLOWANCE FOR ROOF WALKING PADS TO BIDDER DESIGN MECHANICAL 4-PLY BUILT-UP UNITS. ROOFING r F� 3 � ,42.7 (LUJI ROOF ACCESS HATCH W 0 O p (SEE FLOOR PLAN FOR LOCATION) (L �} +I1'-2' T.O. FRAMING T.O. FRAMING ~i 'I T.O. FRAMING E ) \X E_._, o � L � 4 5 v-- ROOF: - -ROOF PL AN A2.2 SCALE: 1/8' a I'-0' ---SLOPED P.T. WD SHIMS - _ FOR COPING SEAT _ ___ /��� � ROOF ACCESS HATCH J / N STOP AND PARA" eaCK =' IS'-0' A.F.F. d PREFINISHED METAL II W/ CHAIIRWE GHT OR \ Y \ COUNTERFLASH T.O. CMU WALL /0 OVER E 4 5E ER �• � -\ FINISHED METAL r COPING `�1' IN 7'-b' MIN SEE SPECS. / `� \ FLANGE SEAL I II \STAND ING SEAM COPING I- E \ \� CONT CLEAT ��2'-0' • SLOP--�� A' MIN 5CUPF'ER %� � � �_ SCUPPER TOP FLANGE I FLANGES A? 3 18 GA GALV METAL SCUPPER COUNTERFLASHED 4 \ / / �' Spy WITH OPEN TOP f SEALED TO WALL NOTE: / 51DE5t `� I\ CATCH OR LOCKING 0 REVISION$ `-- I - — 18 GA GALV METAL __ \ DEVICE REQUIRED \ 8' BASE FLANGE I SCUPPER BOX WITH OPEN FOR ROOF HATCH S in I TOP - PAINTED ROOF LINE L -- -- xj �h -- VARIES 8' X 8' SCUPPER OPENING — SIDERAIL9: IN PARAPET 3/8" x 2' GALV. STL. / SHOWN DASHEDLL BEHIND -- I RUNGS- 3/4'41 5" x 3' OVERFLOW — - \ h 3/4'41 GALV. STL, WELD TO SIDERAILS ROOFING FLASHING/ / OPENING 5' x 3' OVERFLOW OPENING -t ANCHORS: SOVER HEET BONDED �, (HEMMED BOTT. FJGE) '_ANCHOR LADDER ANGLE x SIDE •GALV. S L. OC MAX. 9 DE5 grF C^+ -- ---- - -- — — v — INTO WALL BLOCKING W \ WELDED TO LADDER ,m• o DATE 4/18/2000 SPLIT FACE CMU 5'41 SHEET METAL x in FASTENERS: WALL --- DOWNSPOUT PAINT TO Q' �' /i MATCH BUILDING ,�__ M1A1 5/8' DIA, A.B. INTO WALL BLOCKING FILE 42-2 5'• SHELT METAL "1 -- Boa 991550 DOWNSPOUT PAINT TO OA SE(-TION O ISOMETRIC DWN MAM CHK FP �\ `=ECTION MATCH BUILDING (V ELEVATION Q ? ROOF DRAIN 4 SCUPPER DETAIL ' o --- -- r3'0ROOF ACCESS LADDER SCALE: I'/?' I'-0' �11NOT TO SCALE N 8780 SW Bonita Rd. A2 * 2 BUP 2000-00139,SIT2000-00018 4+ 13 of 28 - —� —_ ---- — ---- - --- -- OF SHEETS J \ATIYEH\991 550\ -- -- .. cm ,Vaa.uia. , LEGIBILITY STRIP lom0.Icm 10 11 1111'111 11111 llll�i i4 ii�lllll'IIIIIIIII IIIIIIIII Ilf 1111111 IIIIIIIII 111111111 IIIIIIIII III1�11111111111111111111 II 11 III 111111 IIII III IIIA III IIIIIIIII 12 13 14 16 17 19 20 21 22 11111111111111111�II31111111214 1� 2g I ! 16 28 27 28 29 30 2 ZI 11 01 r NONI � IOL or CDi l ' b. , M14; f ,��.:_.._...._�_�:.:...... :... __ •.IYISfai�iYr....,...,.a.a...,._�:Y.......„„,..__....... ..:_.:.,,...—....d. :....:.WW,...i�........,....,..e....,.,_............ 4. ...,-..,._..._._.....,. .._ _,....,�,......._.-......e.--...,_.._.. _.. .....,_._ .. _.- ._. .-......_._ ..-.. ...__. __.. _..—.._.....,._—._.,.._--....-.__.. __ .__...__'-.___._.._.__._.. _.....—_..._......_ __.._ ..... � - - --- _- _ i 'i f .#q r I I I Y C2f � o _ w 0 = M p I c c I I O _ - --- - C C A c, T - - _ - — - -- - U � E I T T ! \ T T t -- - — — — F- � UG R — I A Y OF IC "I FIC "2 ` --- 0� 1 -- -- — - - - - CsE OF IC OF ---- _ O T T I ------ a � N �_ -- Im'-m' 10'-0° Im'-CO' 10'-0 - --- — ----- ' CG o e a T T8 T I \ T T •II'-m' i o LI Q +15 -6, c p 1c. L G - - ---- - I G 0 m S -- - t t \T T T ? p b'-0' O b'-m' -I ' — p pG ®• -r - _— D 0 0 O p ` / - -, - - - - -- LLJI a ❑ OG - _ ®.--_fid - G T T T T ? _. Y - T _,__ - - T--+`9--6' T 1 ..r O 1 - C) G f o T T I T , . . QI G I a P P O o E � T I T T T j T T T T T T Q• Q, I OMENS RR ♦P s rA z � O \ y- T T T T T T T T t cw T T T 1- T F 12' 1 1- G G O � I I , R --—T I .— T T " -_Lt — T T T T t T F I?' O T T T T SPR! JG CLIP N - T T T T T T T T T T T T G RECEIVING/ STORAGE I-- 11C T R12 GAUGE SUPPORT WIRE E �ID 45' E4C�4 WG1' p F--1 '., t t l T P 7 T T T T T T I POST RE85 N t T T T T LUNCH RM 0 I P P P E RE IL SA 1 �O SAL SA H H ! �-- ♦ -�- ._ TUBING L /4 i�E 4 V� D O T T T T T T T T T T T T T 0 � O O E ea T 41-0 8'-0' q + v I - T T i T T i T T T I T T T T T — r B CROSS R RUNNER p � ------- _ - --- �• I I � T ' ' 4 -b' U,e � � a � W G 1 � T t t T T T T T T T t T T T t D. D. PL i I I 0 f•� MAIN BEAM-- z O Ti PICAL BRACING- _CONNECTION O T T t T t I t t Y T t tI T t T t 'I - SF'RNG CLIP T EXTERIOR T t T T T t r T T T P P P GYP. BOARD E T '1 T T T T I SOFFIT- TYP. O ' T —ST G ' I I 4 ; i - - I � I Ib' 01 COMPRESSION POST T Y T t t T T I T T T T t T T T — I MAyIMIJM LOAG' - 354 LBS, CAPITOL TESTS - 1916 ! T I O I _0 �-� LO LATERAL BRAC INCs W LIGHTING TRACK �L INE OF • I DRAFT STOP I LINE OF MOUNTED TO BOTTOM ROOF JOISTS (FULL HEIGHT WALL W/ CO FOR SUSPENDED CEILING OF ROOF JOISTS- TYP. ens" GYP. BOARD EAr_H SIDE) ROOF JOISTS II A2 3 NOT TO SC'4LE I REFLECTED CEILING PLAN � k - - sTIQucTURE A2.S SCALE: 1/8' I'-fa' REFLEECTED CEILING SYMBOLS LIGHT FIXTURE SCHEDULE 2' x 4' LAY-IN FLUORESCENT FIXTURE W/ TYPE MANUFACTURER- CAT4 _ LOG # LAMP/ VOLT. NOTES _ (2) FIXTURE HANGING GABLES PARABOLIC LENS (3- T-8 LAMPS) A REBELLE 2'1565-100MH-PF-TBP (1) 100W MH Ell MED VERIFY DESIGN � AT OPPOSITE CORNERS — 8'�MAx t'J SECURED IT STRUCTURE 2 x 4 SURFACE MOUNTED FLUORESCENT FIXTURE _ W/ ACRYLIC LENS (3- T-8 LAMPS) B DEVINE CCG-Ib-50MH-BLACK (1) 50W MW MA 4 -0- C U9 ARCHITECTURAL (I) l M 4 -m- 0W H I' x 4' SURFACE MOUNTED FLUORESCENT FIXTURE LAS5S&2-l0MH-BKM-FFC032- BLACK 6 x LATERAL BRACE AT 12' O.G. W/ ACRYLIC LENS (2- T-8 LAMPS) -- 01 \ CEILING GRID HANGER D LITHONIA TWA-10CM-TB-BLACK (1) IOW MH MED BASE MAIN RL 12 WR oR AN 'INTERMEDIATE 110 euIS AT ,ON err ) AT 4'.01 OC..e91F.NT TEp WIRE 0 45' FOUR WAYS TRACK LIGHTING (Im lmU; MN SWA NO U URES AT 4 .d OC OA NO ,O URE& 4t g.0' OC, WANGER ATTAGWMENT E ZUMTOBEL STAFF 54D6331-6330R-C-993 MASTER COLOR LAMP ^ &WALL SL'P�'^RT � x CE!L'NG LOAD.�L Ei& MINIMUM `J CRC'&A RLNNFRS 8U" C)RTFD BY MAIN RUWVFRS OR CT"FR CROS&R1Jg1NERe CEILING GRID F PRUDENTIAL. — l2) 32W t8 REVISION$ _ (6 PROVIDE STABILIZER BAR BETWEEN ALL MEMBER& AT PERIMETER COMPRESSION POST Q RECESSED DOWNLIGHT (INTERIOR t EXTERIOR) WAL-IO-A-LENGTH-2T$-YMW-VOLT-MI \ ID 12' OC EA. WAY G ZUMTOBEL STAFF (1I 32W TTT 0 LANDER a RACI6TEM TO BEGIN TO B 1111("'*-WEB C+F oERn-IE TER FLOOR LIGHT FIXTURE !SEE FLOOR PLAN) 85D63¢�8-9X-b3ra8RC-9930 LATERAL EutdCiNG Sr STEM TO BEC WITWIN 6 FEET CO PERIMETER AND UTWIN 1 W-WES Cr CROSS RLNwER INTERSECTION IA'-12 GA WIRES SECURED TO MAIN RIMIER AND &PLAYED H LITHONIA 2M-732 VOLT-GES l2) 32W T8 - 9�0 DECEILIN FR,OrI EAGW OTWER IN FLAN E Al AN ANGLE NOT EXGEED'NG AS DEGREES ♦ PENDANT DOWNLIGHT (INTERIOR) -- -- -- - FRC7M CEILING PIeNE BRACE 4T 12 FT CC EAGW ILLer J LITHONIA L13-232-VOLT-GEB (2) 32W T8 (R� .ERTICAL COMMMS61M STRUT AT EAC" LAT �\ ERdL BRAC! LOCATION STRUT IN BE !/4 INCW LITHONIA eOlt ll WD -USING I IIT" SPRING CLIPS AT !'dGW END B "CFAR WO"SD BY ROBLM PRODUCT SURFACE DOWNLIGHT (EXTERIOR) K (3) 32W t8 C:L STEP OR SIMILAR CONNECTION DE VICES TO BE OF dFPRCJvfp TYPE AND NAVE Zoos 2PM3N G-332-I8 VOLT LG GEB GOM►dhBILIT♦ '' (') AT WANGFR&IyORE T"ANI 6 OUT pF PLII'+B PRIDVIDE GOINTER&LOPE WANGARe T-BAR LIGHT CLIPS •� WALL MOUNTED FIXTURE L EUREKA E1030WH�1600-43/50 (I) 50'-U MRib NFL - (:� OWERE "ANGER WIRES ARE NOT "BIBLE DUE TO CIBSTRUCTIONS•PROVIDE A TRAPEZE OR AT TWO DIAGONAL � P.MIVALENT DEVICE 'RAPEZE SUN'!N&ION@ FOR&FAN&EXCEEDING a INCWES&WALL BE CORNERS A MINIMUM OF BACK,TO-BACK I-114 ;NCW COLD ROLLED CWANNELe l., FACW A41SWOR TO STRUCTIIRf TO WAV! 100 LB MINIMUM I,UITWpRAWAL STRENGTW DRAF-� STOP: 6' METALS STUDS W/ M EUREKA E1010 C1-IR/FRO/E1600-9.3/5 (I) 50W MIZIb NFL -- - (�) LIGWT F1xTUBE &P-110ORT �/ • , _ SAFET" GABLE ATTACHED TO--- /� °� GYP. BOARD EACH SDE N EUREKA E105bWWAUW/E1b00-43/50 (1) 5OW MR* NFL DATE 4l25/2s'D(I�0 A WTW 'INTERMEDIATE DUTY' SUSFIEN&ION &YeTEM& 11 GA WANDERS CEILING GRID FIXTURE % ® EXIT LIGHT SI.ALL BE dFACW1ED TO TWE GRID MEMBER&WMAYITWIN f WebC.OM CI EAG" HOUSING, THEN. WRAPPED P LITHONIA TXV IlSM A165 TB (I) Il5W MH FILE Q2-3 CORNER EACW FIXTURE- TANDEM RI�tTLIREe MAY USE COhiCw�, & AROUND FIXTURE HANGING — _ B LKsWT RIxTURES UAIIGWING Ltes TWAN S6 PCANDS REQUIRE TWO 12 GA -- MAIN RUNNER a EXHAUST FAN Q EUREKA (1) 5OW BI-PIN JOB _ 9CJ1550 ACK wIREe FRIOM ."E FIxTvIR!` �+a,eING TO T►IE &TRLICRJIQ ABOVE GABLE MIN 4 TIMES. E4042-XA-SLK-FRO-MOD-b' I C LIGWT FIXTURES IN EXCESS OF 56 ROLND&&WALL BE eu�,�RTED SECURE AT DIAD. CORNERS �._. _ DIRECTLY -s PI TWE eTR64ALL E "I CROSS RUNNER EUREKA M/�M D ALL LIOWTNG FIXTURte &WALL BE P'oSI71VELr ATT,�1r�p TO TWE NOT CONTAINING T-EiAR CLIPS. DWv CHK FP ® SPEAKER FOR DOOR CHIME R E3004-F13-DLK-VOLTAGE (l) 13W IOL 4100K j CEILING eue•�ENS'aN &Y STEM WT_ TEE DAR LIGWT CLIP&OR SIMILAR DEVICES I ANT ANTERIOR PAR*! -W B CW-111 lxTENDe TO TWE :D "AW40 GRIP TWAT DoE& ® DOOR CHIME 5 IE ARCHITECTURAL 1122-FYC031 100-A19 1 LAT ALIGN R C TWE 4-WAY IFS AG OF TWE CEILING GRID I"l1eT WAVE ITS CUJJ TYPIOA� RAOIN�i CONNECTION — I �A 4L BRACING PER NOTE '9 4BCVE dT ': CG MIN n-IIJy ' RECESS MOUNTED T LITHONIA LTC-GMBR-PAR38 DBL SOW PAR 38 SP 205 FIXTURES 3 SUSPENDED CEILING (TYPICAL ) LIGHT FIXTURE SUPPORT T-I BLACX SURFACE MOL2TP!D SERIES 84m LINEAL FEET LITHONIA 4 RACK _ BLr4CK SURFACE MOUNTED_ _ AFPROX- VERIFY A2 #A?.3 NOT TO SCALE COMPLY WITH U.B.G. TABLE 25-A A23 NOT TO SCALE — `f -- ---- OF SWEETS 6760 SW Bonita Rd. J:\ATIYEH\991550\ BUP 2000-001 9,SIT2MO-00016 t 14 of 26 it ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII Illi ILII ILII ILII ILII ILII ILII ILII Ili! ILII ILII ILII ILII ILII ILII ILII II II ILII IIII VIII IIIIIII ILII ILII ILII I� Cm I I I I I I I I I I I I I I I I I I I I �Iliilii lil`I Iinnll nnlun un Iln Iln ILII nn ILII LEGIBILI fY STRIP o ( I I I 1 I I I 10 mm.I cm I� I I 12 13 14 i Is 17 IS 19 20 21 22 23 24 25 28 27 ._ 28 30 I at I I OI11111 dill MONt 6 1 OL ' oz r ! Tp r, ..._.» .. _,.,�i=_..msµ.' cN''.',_a. .�ii:r ..._..._r� .. ._:..--:_ �w:L...v..........w.r._.,,r.,.r..,. ,.w.n .. -.wu...»-...._....... ,,...w..-....s.... _ ..___ .-..-.r....,..,..,... ------ r, I 1 f SSKJ 1 I I 0 = � LIGHT FIXTURE UNDER CANOPY TYP. (3) PLACES I CANOPY 3 4 LIGHT FIXTURE UNDER A4.2 � A4.2 A41 S c� F,F, A4.2 A4.2 A4.3 rcMu WALL- BEYOND .0 ERJ t DCWNSPOUT -STEEL CA'�O-Y TYP. TYP. SIGNAGE (N.I.C.) � 0' WALL --- - ____5TEEL CANOPY PAINT (P- -- I •, - - - - -- -- -�--- - - -- - _ _ -- --- i; -- --- B.O. .. L. CANOPY < U - - -- - �- _ TLIBE STEEL 1 "-,,.-Ea L GWT - _ - - _ _ - -- _ _ - —. -- - — A MOUNTED i ley _ WALL M NTED LIGHT � Flo FIXTURE ID 8'-b' AFF. ~ I -! -- j - - - - 8• L'T CE) -- - ---- - -- _ w -- --- - -- -- --- --- - � — CrIU WALL l5P FA V U `- -- _ -- 0'-0' FIN FLR. cG 6' x 8'-0' 6 ^ \ ALUM. 5TCREFRONT ELEV. 93.09' I 42' NIGW RG'LING'' i''f=ti DOOR MAN DOOR WINDOW SYSTEM \SPANDREL GLASS � � WALL MOUNTED LIGHT B a•' ✓• Gw RAILING W4LL MOUNTED _'! 41' r A4.1 \11IPRJ 3'-©' x 8'-I0' IXT-OE T1 A r 41 PLACES ALUM. ENTRY DOORS t-,%'TURE g 8'-(0' ASF. o -c' x 12'_m• scT'cNAL g 9'-@° Acs. Q 1—• ✓_RWEAD DCCR + 1 '"'!='AL INSULATED � FAINT) ri"� EASE' ELEVATION `� U = �3. SCALE: 1/8' = P-0" Q z s 01 2 3 4 8 < ~'E'AL GCp1NG i •23'-C' AFF. I �J I 1 4 B T o CN'J WALL � Aar 44.1 SIM. -PREFINISNED METAL COPING Q • T.O. CMU WALL .--_ -- - -- -- . . — — •18'-0' AFF 8• CMU W•-•_L - - _ — _.. _ _ - - -. - - ___ - - - _ - - - - •� ' -- -- I 8' CMU WALL RUNNING BOND E) PAINT (P- ) (SMOOTI-I FAG y O - - - -- - --- - -- - - - - - - - - - - - -- - - --- - _. - - --- - - --- - - - ----.- - - -- _ — - -- --- --- - - - -- - - - - - - - ELEV. 93.m9 --- . - - - -- -_ -- _ - - -- - - - - - -0 FIN FL , ----- --- - - - - -_ — - - GRADE -'I'-I' AFF. I ELEV. 86.D0 Q LO 44.1 WEST ELEVATION L _ 2 I A3.1 SCALE: 1/8' = 1'-0" F--� I I I I E \� C g Q-4 A ' "ETAL PREFfNISNED 1 COUN-ER rLA5N!NG I METAL CC4ED •.: C AFF. _� FULL ►JE C A 1 T C v"J WALL I i �� _ A4.1 2 — P EFIN15WED -- i I I BE` " :, �'�4.4 r,�,, , PREF INISNED I A + F I METAL C,. �:_z I RECE55ED CAN IG,NT 23'-0' A. .F. - --- - _ BEYOND TYP, (b) H"LACES `` ---- - T.O. CMU WALL � � METAL COPING L 'l-- A4.4 A4.1 P REVISIONS T.O C'"" WALL 7YP. - _.. _ -------- T.O. CMU WALL TO C 8� CMU �A _ _ - -- UWALL ---- - _ - - - ----- WA L — — ---- _ —- --- --— S'"+OC- ��CE - -- -- ---- -- —-- T 8' GMU WALL L — �- - -- -- — _ - - 8' CMU WALL c,s NT ( c,_ - _ _ -__ - ----- - - --- �— :-_' - -- (SPLIT FACE) --- -- --- --- -- - - -- - -- / __ RUNNING BOND -• — _ - — -- -- - - — _ .— - _ - 5 -- - - - -_ . — --- +13' @ AFF (SPLIT FACE? STEEL CANOPY - -- -- -- - - -- _ L. CANOPY _ -- _ --- +10'-@' AFF. ,� T •12' @' A F F N Y ,? - - " -- 12' TUBE STEEL'' - B.O. STL. CANOPY - - - -- B.O. STL. CANOPY _ - - ALUM. STOREFRONT WINDOW 5''STEM �. - -_--- EL RAILING `j "SPLIT FACE _ END BLCCK5- TTP. - --- - - "-- DATE 4/25/2000 ----- 0'-lV FIN. FLR. ---- -- A i _____----------"- ELEv. 93.09' FILE 43�IB _ L-------------- JOB Ac A DWN "4h1 cNK FF= RECESSED LOADING AREA- BEYOND X44.1 i. 3 SOUTH ELEVATION LE _ o NORTH ELEVATION A3 .0 I A3.I SCALE: 1/8' : I'-0' -- J \ATIYEH\99155 1\ 6760 SW Son..a Rd. 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BOARD I I i EACH SIDE TO REVISIONS_--- _ MAIL UNDERSIDE OF JOIST OFFICE FLOOR JOIST I I I / (SEE STRUCTURAL) I PLYWOOD DECKING (SEE STRUCTURAL) 0'-0' FIN. FL�_- 0'-0' FIN. FLR. I �ELEv. 93.09 - ELEv. 93.09 _ I I I CRAWL SPACE -3'-1" A.F.F. DATE 411512000 FILE A 4-1 ----- - --- Z _ _ -��� JOB 99155© CONCRETE FOOT ING - — ELEV. 66.00 � � (SEE STRUCTURAL) DUJN MA" CwK FP a k31 I LD 11�1C-c SGS 1011 I A40 1 A4.1 8780 SW Bonita Rd. SCALE: !/4' = I'-®' BUP:000-oo1a+rt,slrz000-0001s I 4 Is of ., _._.._._.. 28 OF SHEETS I J \n11YEH\991511' )\ Cphmm.i cm IlltjlllIIIIIIIIIIIIIIII IIIIIIII lllllll✓ IIIIIIIll ..l-ln0ilLEGIBILITY SCRIP o 0 11 12 13 14 .11.l.l....II�I111�111111111�IIIIIIIwII I I,I,vI.»II.I III I �, � I,,, I �,, � ��IIII 1nli 1 IIIII'lli'i�Ilii I�lil j nli I Iln j llu I Inl I illi I liil j ull I nu 18 I 18 18 20 21 22 23 24 25 28 27 28 29 30 C D t1 i l O1 NONI / 10$ s OZ 4.. N yi i . «.. .. .. moll as .. A . F� 1 4ZI � . 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BOARD JAMB N O b' BEYOND w w 8' GI"1U WALL- TYA '- (SPLIT FACE) I 8 8' CMU WALL- TYP., DRT BLOCK PREFIN15HED METAL �__- j / A5.1 DRY(SPLIT BLOCK) E-4J FLASHING- RUN UNDER - - -� WINDOW SYSTEM 4 WOGD CAP FINISH SYSTEM UP BACK I' 6' METAL STUD WALL W/ F1NIS�-+ 5� STEM ~� - ,�'R-21 BATT INSULATION b' METAL STUD WALL W/ / 6' "'IE'TAL STUD WAL_ ' C�YF'. BOARD t � ,,,�-`� I � _ ,SHIM WINDOW FOR Sre' G�-P. L'OARD � R-:I BATT INSULATION '�� '� POSITIVE SLOPE FLASHING R_..^I BATT 'NSULAr^v I - ,2' T4G PLYWOOD DECKING ;= I, _ I , TSG PLYWOOD DECKING PREFINISHED METAL r / 3/4' TSG PLYWOOD DECKING 3%�' TAIG PLYWOOD DECKING • � 1x12 JOISTS 2x12 JOISTS FLASHING- RUN UNDER 2x12 JOISTS �'— (SEE STRUCTURAL) (SEE STRUCTURAL) WINDOW SYSTEM �— (SEE STRUCTURAL) �-- 2y.12 JOISTS STRUCTURAL ) R-30 BATT INSULATIOPI R-30 BATT INSULATION UP BACK I' 0 -p' FIN (FLCOR R-30 BATT INSULATION _ R-30 BATT INSULAT Oti 0'-0' FIN,�F 0'-0' FIN. FLOOR - �____ 0'-0' FIN. 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ANCHOR E .� 5 "- -T-- (SEE STRUCTURAL) / TIF'ERFCRATED DRAIN I I :::?,:.r I- _�. - SL.E 57RUG�JRAL PERFORATED DRAIN ,1 PERFORATED DRAIN - �.... i I PERFORATED DRAIN R"�E W/ FILTER FABIQIC „ ;_.....I ,t,_ SEE CIVIL DU►'� CON;=RETE FOOTING PIPE W/ FILTER FABRIC r• --" -CONCRETE FOOTING PIPE I FILTER FABRIC n PIPE W/ FILTER FABRIC (SEE CIVIL DWG.) �-"� • , .,. CONCRETE FOOTING T _ REVISIONS • I SEE STRUCTURAL) 4 • (SEE STRUCTURAL) (SEE CIVIL DWG.) (SEE CIVIL DWG_) �- CONCRE E FOOTING < (SEE STRUCTURAL) luam (SEE STRUCTURAL -3 -6' uFF I AFF. - a -3'-b' AFF. E�E v 89 59 J ELEV. 89.59' ) ELEV 9F 9' - --- �_- a. (A; TYP 4�'I A9.1 I I TYP. TYP. ,. TYP. I I E 3 I I --6WALL 05 MULO ATION I r I I I DATE 4/18/20©0 - - - -- -� _ - � FILE 44-2 _ f CONCRETE FOOTING I I I AT SIM, LOCATION JOB 99!550 I I c"SEE STRUCTURAL 1'-I' A.FF. (SIM_LOC T!ON)L - - _- - - - , J DWN MAM GHK FP ELEV. 86.00' c n 1 WALL SE C��011 � O��C� 2 UJB SECTION � LL O� �C� 3 UJALL SECTION � PMT, IL 4 WALL SECTION � RETAIL A4 ., 2 �41SCALE: 3/4' I'-p' �41SCALE: -'14' I'-0' ,44.2 SCALE. 3/4' 1'-0' A4.? SCALE: 3!1' = 1'-0' 8UP2000-0SWBonita 000-00015 1 x w 17 of 2e OF SHEETS « - -•� J:\ATIYEH\99155G\ •.o...�.....,....,.....-.+++...v.r�r+�.�...........,..-_.-.., .-swe.r��.,..>4wlrr ...-....,....�m..:....&�o..,...,ar:asawc..+�/ikaw.etw,�r:.4:.,-�.:1�'aiS..s- _. Cm I'IIIIIIIIIIIIIInIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIiIIJill IiII'IIIII�IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIljIIIIIIIII�Il11 IIIIIIIII uu�u 11�iIlI unlinl nII�nII ilnlllll lllllllil IIIIInII Inl�nii IIII�uII 1111�1ii1 lin�llll ull�nu ull�nn nil�ilii II II' lli l ` LEGIBILITY STRIP tomm.ICT 2I 3�I d�I 3�! O1 7�t v1 10 11 12 1 14 1 II6 IIT IIe 19 20 21 22 213 94 2I6 28 217 2I 1 I , 8 29 37 i � t 1 I OI t � NON( • IOt _.. �,.1,., � . . 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CMU WALL f i - O ROOFING UP R BUILT- ONG OVER N w / BUILT-UP ROOFING OVER It OF PLATE 3'a' PLYWOOD SHEATHING W 3 ( � I �,' PLYWOOD 5HEATHING Q 3/4'o STEEL ROD --_ -___ QG m owe I ,4x BLOCKING 4x BLOCKING (SEE STRUCT.J I I (SEE $TRUCt.) TYP. ' / / 0 TURNBUCKLE TvRtiBUGKLE �r W ° ci � `� 3441 STEEL ROC _-` _ ' _ -� a W NOTE: REVERSE SLOPE O <' N ��R-30 BA INSULATION I �i \ -30 BA INS ATION A7 ENTRY CANOPY A61 W/ VINYL F 1 v INSTALL 2' x 2' DRAIN Al U E j AS•I $II"1. / W/ V!NY ACING \ AT BACK AND TIE INTO "� 4x P.T. LEDGER BTL. A LE 4x P.T. LEDGER STL. ANGLE ADJACENT DOWN SPOUT a s (SEE STRUCTURAL) l$EE RUCTURALJ (SEE STRUCTURAL) _ (SEE STRUCTURAL) aA «� : SPLIT FACE / TJW J015T A43 / �+ c!) SPLIT FACE CMU WALL ° GMU WALL -- (SEE STRUCTURAL) ' — -- T ---- - — --_— � \AI b CONT, SURFACE TJW JOIST '3 ©' AFF (SEE STRUCTURAL) - - MOUNTED REGLET \\ B O DECK �� \ SINGLE PLY ROOFING If MEMBRANE RUN UP 1 � EXPOSED SPLIT FACE � D I BLOCK (FULL WIDTH O.H, DOOR 4 GUIDE /2' x 2' DRAIN SIDES OF STL. CHANNEL � I, p AFF. C NOTE: SET OVERHEAD TRACK I ! AND CONC. WALL \ _ � OF ENTRANCE) 12'-0' AF.F, _ AS HIGH AS POSSIBLE \ T n .JiNC'OW T.O. OVERHEAD IN SPACE 1- H DOOR SEALANT EA. BIDE - I SLOPE '� Q STEEL CANOPY'/ OF oHIM , STEEL BEAM t CONNECTION \s, A�.1 STEEL CHANNEL s' GYP. BOARD (SEE STRUCTURAL) I •-���� �\ � SEE STRUCTURAL > OVER METAL _ b STUD FRAMING '^ i I ALUM WING',OW SYSTEM METAL DECK - BE'r OND ' I L INE OF CMU 3' x 3' 3%. ANGLE WALL- BEYOND FULL HEIGHT 0 DOOR SLOPED CONRETE � I • �; OPENING- BEYOND I _ // w + l;b' STEEL PLATE!----------' LATE - - - - - - - -- - - -- ~ .,.--,-ALUM. WINDOW SYSTEM W/ _ A'-0' ENTRY --- - - -- - I' INSULATED GLASS • 5'-0" CANOPIES) CMU WALL.- BEYOND - 5'-0' • MAN DOORS 5A '� ' STL. BACK PLATE ' - ANGLED STEEL BEAM A4.3 � y EXPOSED SPLIT FACE OVER STOREFRONT W/ 3%"0 ANCHOR BOLTS BLOCK- BEYOND �. 10 - 3 STEEL CANOPY SECTION A4.3 I 1 SCALE: 1 12 - I -0 _- - -- --- -- - �'a' $TL. PLATE 9' x 9' x (SEE 5TRUCT.) STL. PLATE - - CY - 0 4' x 4' x ,,1„ F--i �^ STL. PLATE 7_0 iENNNNNNNI 9 I%' x STEEL- '--3' x 3'x 114' STEEL _ _ - �n PLATE ,m CENTER BACK PLATE ' OF STL. SUPPORT 7' x 2' TS. DRAIN l:J/ i • ROD l STL. PLATE CHAMFER AT ONE END CUT - — HOLE IN CHANNEL BEYOND _ 4' x 4" T.S. -- - - _ 3' x 3'x '/4' LEDGER (SEE $i�cUGT ) EXPANSION JOINT (SEE STRUCT.) A ��3i3. STL. PLATE (SLOPED) SHIM WINDOW FOR A.C. PAVING POSITIVE SLOPE • FLASHING \ • a STEEL PLATE DETAILS PREFINISHED METAL-,-., / 3'�' T4G PLYWOOD DECKING 5 A4,3 SCALE: 112' 1'-0' AS.1 NOTE: SEE ELEVATIONS FOR FLASHING- RUN UNDER2x12 JOISTS LOCA7�^N OF SUPPORT RODS WINDOW SYSTEM i— _ (SEE STRUCTURAL) UP III I' D -©' FAN �LCCR -R-30 BATT INSULATION CONCRETE SLAB AND STEEL PLATE SUPPORTS EI..Ev 93 D9 - 0'-0' FIN. FLOOR )/(SEE STRUCTURAL) �_ ELEv. 93.09' 3/4'e STEEL ROD REVISIONS i • CLEvISE CONCRETE SIDEWALK 3/4' TWRU BOLT , I - 1 WITH COTTER PIN 2' '? 4' x 4' x 11/4" T.S. 8 C!`1U WALL �------- � I I %' STL. BACK PLATE � - - SEE CIVIL DRAWINGS' GROUT SOLID \\ 1 _ WELD'LU' HANGER LINE OF GONG. 1/2' KNIFE PLATE WELD t0 CHAr,NEL CONCRETE FOOTING BELOW GRADE SEE STRUCTURAL ' -_--4x P.T. LEDGER W/ , DECK- BEYOND — r O Ea. SIDE I I Sia' DIA. ANCHOR BOLTS MITER 2' x 2' x 3/16' `� 3/1 �~ DRAIN BEYOND TER (SEE STRUCTURAL) ON rMU WALL I T.S. DRAIN "r 7 GROUT SOLID PERFORATED DRAIN �^ I BELOW GRADE PIPE W% FILTER FABRIC CONCRETE FOOTING - -- SEE CIVIL DWG.) , (SEE STRUCTURAL) cI ...,.._•,�.,�5 I�III ! I — — — 3' x 3' x /!6' STL --_ -3'-6' AFF PERFORATED DRAIN �,,1:!, r4 .'I - PIPE W/ FILTER F46RIC' " "•• ANr'jLE ALL SIDES DATE 4/25/2000 ELEv 89.59' ISEE CIVIL DWG.) 1— CONCRETE FOOTING 10 2' SLOPED C JC. W/ FILE A4-3 I �„ _ _ �► n . . (SEE STRUCTURAL) '/?' STL. BACK PLATE STEEL CHANNEL DECK COA INC (SEE STRUCTURAL) JOB 991550 -4'-I' A.F.F. _ 3 MTL DECKING (PAINT) DUIV 4m GN , ELEv. 89.m0` (2� �, 0 ANCHOR E30LTS �-- F F� Ab.1 `_ _ �� 46' STIFFENER PLATE TYP, i NOTE: PAINT ALL PIECES UJALL SECTION 2 ALL SECTION s STEEL CANOPY CONNECTION A40 3 \t4 3 SCALE: j%• I'-®' A43 SCALE: 3/4' I'-Z' 4 x Aa,3 SCALE: 11%' = I'-Q'' -_-- — OF SHEETS —_ — -' ------ - J:\ATIYEH\991550\ 6760 3W Bonl1a Rd SUP 2000-00179,s1r2000-00016 t 16 of 2 LEGIBILITY STRIP CSO I 2 3 41i11 IIII IIII IIII IIII IIII IIII IIII IIII III,'illl IIII IIII IIII IIII IIII IIII IIII III! IIII IIII II 11 IIII�IIII illl`IIII IIII IIII iii( IIII II .•,. I "^r lh-ANIt•,i�•.:1:..,;r.,,.�."- 'A"•.•,•qy'.'. .....'M Vir,G.'4' 'I _i -.iii.. 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CMU WALL a BUILT-UP ROOFING OVER • 0BUILT-UP ROOFING OVER I W I 3/4' PLYWOOD SHEATHING w r_ y Q I � I 3'2` PLYWOOD SHEATHING cJ) 4x BLOCKIN 0 (SEE STRUCT�) I � (51--E BLOCKING ~ '` U W N cel V A5.1 _ U -..1 R-30 BATT INSUL. 4x P.T. LEDGER--' 'r R-30 BATT INSUL. R VINYL FACING �'� I W/ vINY'L FACING 4x P.T. LEDGER (SEE STRUCTURAL) - I (SEE STRUCTURAL) _ < 0 fo STICK PIN 4 t R-21 BATT INSULATION + GYP. BOARD WALL Q BEYOND 0 W a TJW JOIST [-� O (SEE 5TRUCT , TJW JOIST-- - X 31/2' METEn AL STUDS W/ (SEE STRUCTURAL) \- T � S%' GYP. BOARD FULL HEIGHT � U Q . . 6' METAL STUD FRAMING W/ FINISH SYSTEM o 012'-0' A.FF. R-21 BATT INSULATION 6' METAL STUDS W'/ �1 7 T.O. WINDOW SYSTEM D$L. 6' M TA T No" GYP. BOARD 4 ^ "' l� I E L 5 UD HEADER R-21 BATT INSULATION HEADER ; EXTERIOR GYP. BOARDSEALANT EA. SIDE SOFFIT- PAINT I OF CMU WALL - - - -- — BEYOND IL ALUM, WINDOW SYSTEM W/ i' INSULATED GLASS � o 0 LIGHT FIXTURE 1 BEYOND IL __1 LjI I( 8' CMU WALL- TYP. (SPLIT FACE) DRY BLOCK -- --- - -----��- -- ,--- ----- �' e_-MU WALL BEYOND FINISH SYSTEM ,SHIM WINDOW FOR 6' METAL STUD WALL W/ POSITIVE SLOPE s FLASHING 5e" GYP. BOARD 4 + R-21 BATT INSULATION PREFINISHED METAL----.1 1 LF FLASHING- RUN UNDERL—L —94' T4G PLYWOOD DECKING b �_ WINDOW SYSTEM 4 _._ A51 /CONCRETE SLAB UP BACK I' - 1 -` _ 2x12 JOISTS TYP y _ (SEE STRUCTURAL ILIEEE STRUCTURAL) \�F" 0'-0' FIN. FLOOR _ _ . � Y rl +� t FIN. FLOOR I I ELEV. 53.09' I If( II R-30 BATT INSULATION ELEV. 93.2`9' r 4 8' CMU WALL GROUT 1 I YI 1.1.-`111751_1 _I�I �` ) 1( 2x4 FRAMING T -- _I (SEE i3TRUCTURAL) SOLID BELOW GRADE RIGID INSULATION I L I -- I- d D --1 I PERFORATED DRAIN WATERPROOFING COMPACTED GRAVEL s SIPE W/ FILTER EE CIVIL DWG.) )----CONCRETE FOOTING LINE OF CMU -2'-I' AFF, ! (SEE STRUCTURAL WALL BEYOND I 4x P.T. LEDGER W/ — \ I 4 DIA. ANCHOR BOLTS ELEV. 91.00' _ _ 1 REVISIONS ! SEE STRUCTURAL) ; A5.1 y 1 8' CMU WALL TYP. I I I GROUT SOLID - I I BELOW GRADE =;1 I =III. 2x4 P.T. PLATE I (SEE STRUCTURAL; PERFORATED DRAIN-- + •,q I_-_ -- - PIPE W/ FILTER FABRI�- ,,....:. � DATE 4/10/21aG�© (SEE CIVIL DWG.) I ,(!:: _- -6'-I' AFF, II ^ a FILE _44-4 ELEV. 81.00' � �- JOB 99155© I �"'— -- -- --� _�L_...-- CONCRETE FOOTING � 1 IEEE STRUCTURAL) DUN MAM CHK FP �I 0 rl'*'� WALL SECTIONS 'fi�TA I L 2 UJAL L SECTION * STO AG A4 .0 R � i• 6750 A4,4 SCALE: 3/4" = 11-0" Bonita Rd. A4.4 SCALE: 3/4' = 1'-0' BUP2000-00139,SI 2 00-00015 19 of 2e OF SHEETS •..M,-.... ,. \ATIYEH\991 550\ � Cm �Illnl I11111u1 unlnu nulnu nlllluillifijl.iiilulllliuliiillilniiii iiil lili Ilililii iul uliiul""'ilii ilii IIII Ind. �. .-�~~u_ .�'. 1 Y .-� ".�.��-: _ _ _ I - omm.l�m I 1 b �i I �, I I I I I I I I 1 I r'y ►IInIIInllnnlnnluilllllllllullulllulll„ililii`inIIIIIIII�IIIInIIInnIIIIIInIIIInIIIII ( I I I I I I I I I - ,.. 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C"^U WCMU WALL ALL HEMMED EDGE T.O CMU WALL __ - HEMMED EDGE r -"_ CMU WALL DBL. 6' METAL STUD _ I HEADER 1.. ;- COti' CLEAT- CANT. STRIP '� -CANT. STRIP CM -`'="I CONT, CLEAT— U BOND BE 6 METAL STUDS W/ df / '� � � CMU BOND BEAM -Ell" "'ED EDGE ', W HEMMED EDGE �'-� /� W • I _ 5b` TYPE 'X' GYP. BOARD • • N( Q / Q 1 I I � MUL FIPLE PLY BUILT-UP j > , MULTIPLE PLY BUILT-UP " _ z �. ROOF MEMBRANE // ROOF ME.'1BRANE 12'-0' A,FF. 12 0' A.F,F. RE;1„ REG P.T. ix REQUIRED P.T. 2x - -: -R I"' AS tiECFSSARY" MULTIPLE PLT MEMBRANE /' B.O. CMU B.0, CMU U 2x4 P.T. TRIM AS NECESSARY MULTIPLE PLY MEMBRANE T.O. WINDOW SEALANT EACH SIDE T.O. WINDOW W N BASE FLASHING T- BASE FLASHING SHIM A'E C^"l. =_ _ _ SPLIT FACE CMU WALL ALUMINUM REVEAL F- CMU/ BEYOND EXTERIOR GYP. BOARD l 4x P.T. LEDGER I Z �, 4x A T LEDGER (SEE STRUCTURAL) _ _ _ ALUM. WINDOW SYSTEM SOI P,C,INT - - W/ I' INSULATED GLASS � I V = SEE STRuCTUR/--, , 3/4' 3/4' DIA. ANCHOR BOLTS \ 6' SEALANT EA. SIDE ' 2'-3 3/4 Ii 4 PLYWOOD SHEATHING - (SPANDREL GLASS • SIM.) 2'-� 4, OF r-tLLION ti 3i' G'A ANG►40R BOLTS—' � TJW ROOF JOIST — \BETWEEN BLOCKING ROOF JOISTS OF SHIM (SEE STRUCTURAL) (SEE STRUCTURAL) STL. ANGLE C CMU WALL- BEYOND-`---, I _ W 0. (SEE STRUCTURAL) / — — A — ALUM. WINDOW SYSTEM i a4i— Q W/ I' INSULATED GLASS ROOF TO WALL DETAIL 4 ROOF TO UJAL L DETAIL WINDOW NEA " b �51sGALE: 3' 1 _o A .1 . _ " D DETAIL l0 SOFFIT DETAIL o 5 SCALE. 3 I 0 A5.1 SCALE: 11/2" = I'-0' JAMB SIMILAR A5J SCALE: IIi2' = 1'-0' z cn s i3/4' T4G PLYWOOD V) DECKING CONCRETE SLAB < < 6' METAL STUD WAL_L Wi //2xl2 JOISTS (SEE STRUCTURAL) GRID � ye' G' � BOARD 4 i / (SEE STRUCTURAL) O'-0' FIN, FLR. ELEv 93.09' , R-21 B/_TT INSULATION _ ,-- _ R-30 BATT INSULATION 51L E D -©' F N FLOOR • E L E v 93©g / ; _ - \, CMU WALL- GROUT 5OL I D • • / _' BEYOND ALUMINUM WINDOW SYSTEM W/ I' INSULATED GLASS A.C. PAVING ' oO,Cp0cf,00"0�oo,�oc PREFiNl51-IED METAL -6' 01 i r • 000 000 000000 o7r - r EXPANSION JOINT oO,G°o^O�P�r - FLASHING RUN UNDER 1x6 WOOD SILL hhh�--9ii = = o00 0` RIGID INSULATION WINDOW SYSTEM CMU BOND BEAM REINFORCING ' oOo UP BACK 1' 1�2 / (SEE STRUCTURAL) I II I oC` - W/ REMOVED WEB �y • • (SEE STRUCTURAL) EX;1O5ED SPLIT FACE C'"'U w o - 1x3 WOOD TRIM r� 12'-0' A.F.F. `J WOOD BLOCKING - - CMU WALL- BEYOND f B.O. T.S. HEADER ✓ w " i SIMPSON 'LU' HANGER ,�rl \ T.O. WINDOW SEALANT EA. SIDE E-1 Qroo (SEE STRUCTURAL _ _ 6 METAL STUDS W/ OF SHIM / I— - I I I - --- I I I- - I I I- -- SPLIT FACE CMU I '-: - yea' TYPE 'X' GYP. BOARD CMU WALL ALUM, WIND!��1J SYSTEM yM ___ __ WALL BEYOND O 8' WALL -_ 3�4' DIA. ANCHOR BOLTS I - I --- 8' CMU WALL �.-�= lU/ I" INSULATED GLASS ~� GROu' SOL i - - R-21 BATT INSULATION I (SEE STRUCTURAL) I � I I _-_I I I- —( BELOW GRADE . i BELOW GR :.DE ; - -I - GROUT SOLID M N I �' I w 4x P.T. LEDGER W/ I 1---I_I I=-I I ( _ ru"NUJINDOW HEAD DETAIL �' (SEE STRUCTURAL) PERFORATED DRAM; I _ _ I1✓2 PIPE w/ FILTER FABRIC:, SCALE: - 1'-0' V L DWG ----- CONCRETE FOOTING SEE `, PERFORATED DRAIN ra (SEE STRUCTURAL) - I� - PIPE W/ FILTER FABRIC77 _ _1 4" VERTICAL SEALANT — (SEE CIVIL DWG.) ( 1 JOINT W/ BACKER ROD I I —CONCRETE FOOTING SNARED P.'. BLOCKING Q ~ (SEE STRUCTURAL) A' = LCA E--� l • • 0'-0' FIN. FLO. O_ -3 -lo' AFF. ELEV. 93.09' a ALUM, WINDOW S . STEM - W/ I" INSULATED GLASS F--� I ELEV 89.59 ELEV. 8�u.0©' --- ,�` Z�� PREFINISHED METAL UJALL BASE / F 8 UJOOD CAP DETAIL PANEL TO MATCH LOOS DETAIL 5 WALL BASE DETAIL A5.i SCALE: II/2 ' I'-0' WINDOW S`'STEM AS t GALE: 11/2 " 1 _p• A5.1 SCALE: 112" I'-0' -::- SPLIT FACE CMU ALUM. WINDOW SYSTEM ExP05ED PREFINISHED METAL SHIM WINDOW FOR FLASHING- RUN UNDER � POSITIVE SLOPE i? WINDOW WALL DETAIL WINDOW SYSTEM 4 b' AT FLASHING UP BACK I' A5.1 SCALE: II/2 ' = I'-0' 3/4' T4G PLYWOOD DECKING 0'-0 FIN. FLOOR 8' CMU WALL ELEv. -- i (SEE STRUCTURAL) -- -- J; BELOW GRADE A I M IN T M i GROUT SOLID _ _ LJ . W DOW 5`'S E __I I I_-I I W, 1" INSULATED GL455 4x P.T. LEDGER W/ - --- / i (SEE STRUCTURAL) - - i� ll , 'i4 ' VERTICAL SEALANT CONCRETE SLAB �- - ---- - � i' JOINT W/ BACKER ROD (SEE STRUCTURAL) 8" CMU WALI_- —) II-_I I REVISIONS 2x12 JOISTS 2x(o P,T. BLOCKING ^--- 0'-0' FIN. FLR_. GROUT 50LID _ (SEE STRUCTURAL) ELEV. 93.09' - - -- BELOW GRADE _ I � R-319 BATT INSULATION � 8 SPLIT FACE CMU 1 -- - IEXP05ED _ PERFORATED DRAIN I I— SIMPSON 'LU" HANGER _ PIPE W/ FILTER FABRIC -_ 8' CMU WALL 77 GROUT SOLID -- - 00 000 00o 000 000 000 0�' (SEE CIVIL DU)G.) / — ---- --- �_ �p _ -- BELOW GRADE � I � -- ----I ( ---- - �o�o�o�o��o��o�J-�o�o� t __ CONCRETE FOOTING 1 I RIGID INSULATION PERFORATED DRAIN ,� I (SEE STRUCTURAL) PERFORATED DRAIN tl _� Oo . , pE W/ FILTER FABRIC --- I/4 PIPE W/ FILTER FABRIC ,.. r - Al- of '' I' — - 5/ a ) SEE CIVIL DWG 0 1., - - DATE 4/2 �J'0 (SEE CIVIL DWG.) CONCRETE FOOTING ,., I I �.... i• _ FILE A5-1 1 (SEE STRUCTURAL) » �1 CONCRETE FOOTING JOB 991550 ( 1 • • (SEE STRUCTURAL) DWN M 4M CNK FP -'1 -I' AFF. PREFINISHED METAL E L E'✓ 96.00' _2'-1' A.F.F. — - - -- -3'•b' A.F.F, _ PANEL TO MATCH f ELEv. 91.00' ELEV. 89.59' WINDOW SYSTEM 3 UJAL. L A B SE DETAIL re""INWALL. BASE DETAIL 9 A UJ L L BASE DETAIL 13 UJINDC�UJ/ WALL DETAIL A50 A5.I SCALE: 11/2 1 •0 A5.1 SCALE: I'i2' I'-0' A5.1 SCALE: II✓?" I'•0" A5.1 SCALE: 1112 I.•0. OF SHEETS J.\ATIYEH\991 550\ 5750 SW Bonita Rd. .__ -•+► UP 2000-0019,SIT2000-00015 20 0} 25 cm l l:illll IIIIIIIIIIIIIIIIII IIIIIIIII Ilillllll'IIIIIIIII jIIIIIIII Ilr IIII IIII IIII IIII IIII IIII 1111 !III IIII Io I I I I 1'2 I �I3 I Ihl In I{IIII181nllnihnliii IIIIIIInIIn11II IIIIIIIIIUI�IIillllnlnlllllllllulliuiliilil II jlilillliilll Ililu�iiiliiili�Ilnlllllllllll 222 3 4 $ �j I IWy LEGIBILITY STRIP I8 IO 20 21 22 23 24 2° 26 17 28 29 30 _-. ... . . - tOmm.ltm ZI I 1 CI MONO a 1010 i L! Oz , . 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WOOD TRIM �� / 3/4' SLATE TILE -_ -- N _- T.S. COLUMN N OBER COLUMNS TYP / TOE KICK PAINT (BLACK) - 9 "8. b'-b' _ �' (SEE STRUCTURAL- ) _PREFINISHED METAL z o TO MATCH MULLION r A6� TYP. NOTE: COUNTERTOP EDGE TO BE FLUSH WITH TILE FACE WRAP AROUND GO_JMN V -SEALANT AND 0 GYP. BOARD ' ~~ SACKER ROD ~ COLUMNS ' GRAN,TE TOP O m 13'-1' �a" PARTICLE BED FOR ITHIN SET- ALEOW I/8'-3/16' I/ ALUM. WINDOW SYSTEM 11/2' E7GE W/ GRANITE (5-2) 1 W/ I' INSULATED GLASS U (V WOOD BASE L50 D GAUGE VARIATION TOP k 5-2) \� 1d 34 � '�4 GEMENT BOARD 01 (PL- PLYWOOD DECKING INTERIOR E L E �/A T I ONrr2`� FLOOR _77 zo OPEN - -TRANSITION S I T I ON _ w u 3'•6' �_ 12'-8' F- o FULL SCALE CARPET TO SLATE TILE DRAWERS O G O DRAWERS (PL-3) GYP. BOARD OVER 04 ,- lPL-3) METAL STUDS (P-1) 1�4' CEMENT BOARD V e INTERIOR ELEVATION i"IULL ION DETAIL o i __ 3/&, PARTICLE BOARD 9 I0 LINE OF GYP. BOARD SCALE: '� " _ , Z WALL WOOD FLOORING 4 I -O A6.2 SCALE: 3 = I'-O t 34' SLATE TILE �, -- - >31.2' METAL STUDS I EDGE METAL WOOD BASE- TYP. - - _ DOOR scN A, a• W/ MITERED CORNERS - ROOM F I N I SIS ..A C N E D U L E _ _ LINE OF SOFFIT - --- - DOOR FRAME FIRE NDW WALLS �— ~- CLG CLG - — ABOVE No. SIZE DETAILS NOTES No. NAME FLR EASE Q TYPE MAT. FIN. MAT,,FIN. RATG TYPE N S E W MAT, HT. NOTES 3�4' PLYWOOD DECK — FF FF -- — — - ------- - THIN SET- ALLOW 1/8'-3/1(o' 100 (PR.) 3'-0' x 8'-I A ALUM. ALUM.5L r00 ENTRY P-1 P-I P-I P-I S-1 AK P-2 vARIE INTERIOR COLUMN DETAIL , — RED FF — — — --- — - ---- — BED FOR TILE GUAGE VARIATION I05 3'-0' x �'-0 B OAK CLEAR KDN _ 101 RECEPTION_ _ g-1 AK _ _ O AND FLUSH TO WOOD FLOOR 106 3'-0' x 1'-0' 102 RETAIL SALES � OAK � 1� � ,46.7 SCALE: II _ 1'-O' -- - -- - - -- /? " 108 3'-0' x 1'-0' B-I �,�'OAK BASE AT --- 103 WHOLESALE _ OAK AK _ GYP.BOARD WALLS A OAK FLOORS rr.--%--\ FLOOR TRANSITION 110A 3'-6' x 8'-0' C H.M. PAINT H.M. PAINT NO RELITE 104 LIBRARY C-1 5-1 ACT-I 10'-0' 1108 3'-0' x 1'-0' B OAKCLEAR KDN BLACK! _ 105 OFFICE 81FF RED FF '�'(°'4 FULL SCALE SLATE TILE TO N •,RDWOOD IIIA 3'-0' x 1'-0' B OAK CLE4R KDN BLACK 106 OFFICE '2 101 GEN. OFFICE --- -u---- - <� I I IIIB 3'-b' x 8'•0' C HREMD PAINT H.M. PAINT 113 3'-0' x 1'-0' B OAK CLEAR KDN BLACK 108 OFFICE 03 W ' 114 3'-0' x 1'-0' —� 110 ELECTRICAL GONG. BOAR 8'-0' r_ -CARPET 115A 3'-0' x 1'-0' III RUG DROP OFF COIJC. ACT-I n'-m• ' FOAM CARPET PAD 1158 3'-0' x 1'-0' - GYP BOARD CO._UMN - - 112 VESTIBULE C-1 BOAR FAINT , P_I WOOD FLOORING 116 PR.) 3'-0' x 1'-0' 113 WOMENS RR - T-I T•I - r ►'� I 111A 3'-0' x 1'-0' 114 MENS RR - T-I T-I ------- 3�i' PARTICLE BOARD - _- ________ _ _ _ � ,,^^ 1118 3'-b' x 8'-0' C WM. PAINT H.M. PAINT 115 LUNCH RM T. B-2 u J VCT-2 _ _ 111C (PR.) 3'-0' x 1'-0' B OAK LEAK KDN L G IIb CLOSET VCT-2 B•2 1 w FF 2'-&' - 11'2 EDGE Wi GRANITE 118 3'-0' x 1'-Q+' B RED K CLEAR KDN BLACK — - _I- -------—T, - -- b b 0' -� - 111 PROCESSING _ GONG. B OPEN ARIE l TOP (5-2) --_� - - - - 118 STORAGE CONC. B-I AGT-1 11'-0' Y----_ ---_ — PLAM FACE AND ENDS - - - r t, t (PL-3) — -- — - - -- — — - 36' WIDE CABINET W/ 3%' PLYWOOD DECK - II W/ DRAWERS 4 DOORS — -- ---- -- -- ---------- - - �I (�11114 � I FIf 15 iE � : I EACH SIDE ,� 3 •0• ,� 3 ''a - '— TOE KICK PA'N i BLACK / \ W("_LOW METAL DOOR $ FRAME ALUM. STOREFRONT /� RED OAK \ PAINT 3 UJORIC STATION ELEVATION r-1 FLOOR TRANSITION � RECITE- TEMPERED P-I: MILLER PAINT- '8231W 'SAWYERS FEN% F ' SATIN � � KNOCK DOWN CLEAR GLASS FRAME P-2: MILLER PAINT- 'BLACK' EGGSHELL A6. SCALE: 444LF SCALE PARDWOOD TO CARPET 9 a TEMPERED CLEAR CARPET i GLASS- TYP. / 0 C-I: KARASTAN- (BY OWNER) OPULENT TWEED 58230 • ,;NONE / GRANITE 3'-0' 3'-0' 3'_0' �, 3_6• S-I: ANN SACKS TILE 4 STONE- TRAVORO 8' x 5- -22* - - - - OF G�'F'. BOARD NOTE: GROAT ENTIRE FACE OF TILE TO FILL VOIDS -- — WALL O © O S-2: OREGON TILE 4 MARBLE 01110-H 'GRAY HONED' c 12 ) 15' PEEP SLOTS 7 G�T FSIXTURE TILE '%' FIXED PARTICLE BOARD T-I: HUNNINGTON TILE- 5TOt`IEBROOK COLLECTION - REVISIONS ' \ 'RAVELLO VERDE' b' x 6' BOARD SNELVE5 h MELAMINE COUNTERTOP � RED OAK V�:T ----- ---- MAIL SLOTS: RED OAK FACE, TRIM HARDWOOD PENCIL STOP FRAME AND SURROUND ' //� VCT-I: ARMSTRONG- IMPERIAL_ TEXTURE STANDARD EXCELON - -- - - - - %' RED OAK VERTICAL 1�2' - J "51805 'CAMEL BEIGE' 12' x 12' , PANEL 12'! (2) PENCIL DRAWERS VCT-2-ARMSTRONG- IMPERIAL TEXTURE STANDARD N / ER L EX URE 8 D D ExCELO ' TAPERED 51802 'SILVER GREEN' 12' x 12' -- -- 1 / LIGHT POST i - -- 0 / HARDI!00D FLOORS- RED OAK :Lll�l 3/16' HARDBOARD DIVIDERS ----- + I I PROVIDE (10) CUT 51-OTS RUBBER BASE ` p FRONT i BACK AT 4" OC. al DATE 4/25/2000 n• � B-I: JOHNSONITE- .. �2' STRAIGHT 45- SANDALWOOD - / 1 _ _ FOR DIVIDERS B-2: JOHNSONITE- 31� ' T � FILE A(e�-2 2 OE 1�0- SISAL -- -- --- CURVED GRANITE FIXED PANEL JOB 991550 ----- COUNTERTOF� i `, 4RED OAK �� PLASTIC LAMINATE 0 — BASE � -- �_--- -- FLOOR LINE ;p , ____- DWN "A"ICNK F-P " 1 U PL-I: NEVAMAR- 'PAINTED WOODLANDS' PDG-002T _ -— FACE OF C.�Fr�'1ED �-4- - `� CABINET `' PL-2: NEVAMAR- 'HERBAL ALLUSION' AL-5-IT NOTE: CONSTRUCT CABINET FROM STAIN GRADE -- - - - -- r-4' BIRTCN PLYWOOD t TRIM PL-3: FORMICA- 'COPPER BUBINGA' 4456 L, II U) BENCH PL-4: PIONITE- 'MANILLA LINEN' AT231 SUEDE Ln 4 MAIL SLOT ELEVATION I NT FIXTURE T PL-5: NEVAMAR- 'OCHRE TEPERA' TM-?•IT 8 L G X URE ELEVATIONA6 # 2 A6.2 r . �6.2SCALE: 1� ' V-0'u SCALE: I11' a I'-Q A6,2 ? PL-(a: NEVAMAR- GOLDEN ALLUSION AL-2-2T 575o8NBonita Rd. x ��'C'L�' /'t• = I -0. SUP 2000-00139,SIT2000-00015 — ---_ _-- -- — -- - — ---- -- PL-1: NEVAMAR- 'CANYON FISSURE' FS-2-IT 22 of 2e OF SHEETS .. .._.. - ..,.» - •.-...._-..__ --.-_.T_ _.- _ - .-- -- — - — JAATIYFH\991"V q\ -._.,.•..r..,..—..._._..........,.....1-1I I I I h 111:..,.....«..»....._.. _.....:awr...n ai:+p.�:.. .... �:.wd�.7o..•.«...:x.e,r.L C r ;IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII�IIIIIIII�IIIIIIII�IIII�IIII IIIllllllIIIIIIIIII IIIIIIIII Illlli' lln Illllll IIIllllll IIIllllll IIII�IIII Illl�lllilllll�ltll iln�illi 1III�IuI IIn�Ilii iiil�Il�i ink I I I' LEGIBILITY STRIP o � l I I I l l l I l � lnl uu Iullnll nnlnll ���lnll hill ` i0mm.1 cm II© 11 Ill 13 14 I I I6 17 IA 19 20 21 22 23 24 25 26 27 29 29 30 aaaaaa ZI I I OI NOW a SOL, ' OZ gn.ee.. ...—. _ 1 1, � � , . P' s �r 11 �! 6 195'-2" 8-b" 41'-4" 39'-0" 3b1-0" _ 5 C v AN J -011 'll_ a b'-0" 1'-411 - EXPIRES 6-30-00 ---- 6-0 91- i1 I-8" 11 31_8n _ _ 21'-411 3'-8" 3'�' 12'-0" 4" CON(tRETE SLAB WITH 384 AT 48" O.G. SL3 ; o EACH Y O�/ER 8" 51,3, b'-4" 6 1 I I - - GOMPACT�D CRUSHED Y- 3'-4. 51.2 3'-4" I 1 - - I, � 5 i I u 3 2 it--i 18 r- - ROCK -- ,- '` 10 i-- --i 553 M; 5 5 c5 5 2-8 I x SIM. 51.2 -- ---- -- I , a1 --- ------ - - - ---rJ. 51.2 5 M. 5 51.2 51.2 1 51.3 51.3 AL3 M 51,3 I 51,3 51.3 w r- - - 1 - - - -� I L --- ----- - --- - ------ ---- ---- --- ------ - --- FCn" T J-1 = 1 _ - - - - - - - -- I - ------ ------- -------------� - F.O.M. $ r- - - -- -- -- -- - - - - T _- - _- - -------- ----- -- ------------ - -- I , , _ I 1 I h �» n 6 6 \�(2) 05 FULL HEIGHT I , I , 1 I 1 I U 2 W #2 AT Ib O.C. ' 1 ' 1 ' ' ' STEP FOOTING 1.2 ANCHOR LTA 1, I 1 A 1 AT LrDG_E I 1 I 1 1 l ; AS ALLOWED /D z ___ ____ -________- _____ ____-__________________________________--___-_______________ "--------- ---- - - - -+- - - 1 � I 2 I BY GRADE l r- - - -- - - - - -- ------ -- - - -- I -- � r----------- ----------- _ __----- ----__-----------_-_-________-___- _- ____-_________ � I 51.3 i 1 U N I' 151.2 - ,: I 2 X 12 D.F. •2 AT 16" O.C. , ' , ; , , ; 1 4 °i 1 11 51.3 S1.3 Im 3 SIM. S1,2 i I SI.2 l L -- ----- -'---••-- - -----------------'-----------'----------------- -•-----------__ '- - _ - - - j' I 1 ' 11 51, � W a I ' I 1 - - -- - -}- �- - --- ------- --- -- - -r-- - ------------------- ----- ---------- - - -- ----__�.___�:: _ ___________ �� _-'____-____-_ , !� 4 --1-__ _ G.JI `-- ------- ------ -- - - _ F.C.M.T !- `--- (2) •5 FULL HEIGHT b L 2 X 12 D.F. •2 AT 16" O.C. '..'�^\.` 1 1 I r-� � 1 1 U SI.3 1 1 0 1 HT �•-- - ttt - -m- -------- 4p I I 0 _ - - -- ----------------------------------------------------------------------------_______ _-`-- -► _ 1 �2'-0' X21-m" X12" ti 1 tIy II -- - -- -- --- --- _______ " ------------------•-------- -- - --------- --------------------- 1 I 1 ------------------ - - - ----------------- 10 I ---------------- ------ - - THICKENED SLAB FOOTING '• I I 51.2 1 1. 1 � 1 � v;l 1 18 -- - I' 1 WITH (2) #a EACH WAY 2 X 12 D.F. •2 AT 1611 O.G. _ ' /r �1 N I I I I I \��I QUI b 1.2 S12 1 -11_11 1 2 T.O.FTG. , � I r-------1 r-------1 2 II , co 1 I I 51.2 r 4 L 1 I 9 •. ; � 4" CONCRETE SLAB WITH 1 1 - - -- L------J " L------J 1 r-_j SL2 -- - w4 AT 48" O.C. EACH WAY 15 /, rJ�\ 2 X 12 D.F. 2 AT 16 O.C. 1 I OVER 8" MIN. GOMFA�TED e ' I V \.2 � I ® CRUSHED ROCK - 1 I I I I I --- ---------- \ _ ---- ----- I - - ______ - -- ---- ---- (2) 4 X6 O.F. #I POSTS THICKEN A I " ----- SLAB 2 DEEP X 18 -'-------------- ' � FOR RACK SUPPORTS �-� T.S. SUPPORT -------------•-----„ --- --------------- --- ------------------- --- ------------------ WIDE WITH (2) •4 CONT. ' I 6 X I0 D.F. AT _ 2 X 12 O.F. 2 AT 16 O.C. 5 ' AT MEZZANINE BEARING ----- ---------- 2.1 ; WALL -EXTEND 12" PAST G� 1 1 I WALL EACH ENO 1 rI I I (2) T.S. 6 X b X 3/16" ; 1 ''` RACK SU PORTS -SEE 51 I SI.2 TYP. ; 1 1 2 ' __ __ _-__-_-__-__-_-_1 1 I �1 I I I I, 51.2 51.2 Q 1 I 2 X 12 D.F. IS2 AT 16" O.C. I ' 0 1 I Liu I Y I I I I I I I I I I � 6XI0D.F #IAT __ T.S. SUPP T_........ - -_-_- _-_..... -- I 1 IIII I I Ir_- _---•----------- - --. ---___ _ -____-__- -_ ---___ --____ -_------- ----------------_- _-_- _------_----------- -__-_ _ 1 - - --- --------- --- /t�"E_ -•_--------------------------------- --------------------_-----_ _ _ __-_-I_•� _ 11 I I u� 11 2X 12 D.F. #2 AT 16" O.C. 77 W ' (2) T.S. 6 X 6 X 3/1611 I o 1 � (2) T.S. 6 X 6 X 3/16" 1 � `, - RACK SUPPORTS -SEE RACK SUPPORTS -SEE SLI I I ' 1 __I_______ _____________ ____ _ _ _ _ rr_ --rrr-r-rr _ _ _ _ _ _ _ _ _ - _Fr __----------------- C.M. _-_--__-- -----_ _ ___- -. _ f O.M. - - ----------- -------- - - -- - ---I -- --- ----------------- ---------------------- --- -- -- --- - - M.J. J. - ----------- ----- ---- -- ------- --------- ` -- -- - ---- F.O.M. FL OR SHEATHING I 16 PER NOTE w3 I 5 F.D.M. 51.2 23'-8"- 24'-0" � _ 24'-0" .J. 24-0" .J. _ 24-0" .J. 4 24'-0" Iv�.J. �----- _ _ 24'-0" 51.2 2'1'-411 Se COL. --- COL. 391-0" - � COL.17-5 1/2" 39'-0' ----- _ _ 491-1@ 1/2" _ LL -- �- 1951-2" `.� PROVIDE •5 AT 32" O.C. VERTICAL IN CMU WALL AT GRID O BETWEEN GRIDS Uj $ G AND BEAM 1 FOUNDATION FLAN _ 1/8" = 1'-0" b X I0 BEAM ` ! S�•� NOTES PROVIDE FULL DEPTH� BLOCKING EACH SIDE 1 1/2" I COLUMN FOOTING SCHEDULE OF 6X, EACH SIDE OF 3/16 (° I.) VERIFY ALL SLAB SLOPES, RECESSES, BLOCKOUTS, ETC. COLUMN ' 1/2 BRIG. PLATE MK. CCLUMN FOOTING REINFORCEMENT REMARKS WITH ARCH. DRAWINGS. I I/2„ WITH (2) 1/2" MIA. 2.) VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. I I/2" 1 X 6" LAGS TO � • 16" X I6" PILASTER 4'-0' X 4'-0" X 16" (4) •4 EACH WAY -- SEE SEE ARCH. DRAWINGS AOR ADDITIONAL DIMENSIONS. I 6 X 10 . T.S. 6 X 6 X 3/16" 6'-0" X 61-011 X 20" (6) •5 EACH WAY 3.) FLOOR SHEATHING TO BE 3/4" T A G CDX PLYWOOD, PANEL L3 X 3 X I;'4 X 0'-411 EACH INDEX 48/24. NAIL SHEATHING WITH IOd NAILS AT b" O.C. ALL T.S. COLUMN SIDE TOP AND BOTTOM WITH -_ _ SUPPORTED PANEL EDGES AND 12d AT 12" O.C. FIELD. / I I PER PLAN -- _ - 3/4" DIA, DRILLED ANCHOR T.S. 5 X 5 X 3;16" 5'-0" X 5'-0" X Ib" (5) •4 EACH WAY GLUE SHEATHING ALL SUPPORTS WITH 3/8" DIA. BEAD OF 3/16 1 BOLTS TO CMU 4 CMU WALL 4'-0" X 24'-0' X 12" (3) •5 LONGIt. CONSTRUCTION ADHESIVE. T.S. RACK SUPPORT O T.S. 5 X 5 X 3; -- - 2X FLOOR JOIST 16 3'-0" X 3'-0" X 12" (3) tt4 EACH WAY _ 4•) CONTRACTOR TO LATOUT FOOTINGS/FOOTING STEPS t V CMU SHEAR WALL - - 5'-0' X 28'--0" X 20" (60 #r. LONGIT. TO MEET THE FOLLOWING CRITERIA: BOTTOM OF FOOTING 1/2" BRIG. PLATE X 6" RE✓ISIONS _ PROVIDE 2 X 4 FLAT X 12" WITH e2) I,2' IIIA, X 6" #5 AT Ib" O.G. TRANV. TO BE 18" MIN. BELOW EXTERIOR FINISH GRADE. TOP OF I MAY 21, ZmP� BLOCKING AROUND j LAGS TO ,X LF7GER 16" X 80" CMU PIER " " " (5) LONGIT. FOOTING TO BE 6" MIN. BELOW FINISH GRADE. STEP ------- _ _ 10-ra X 6'-6 X 24 COLUMN FOR PLYWOOD - /� I0 •4 TRANSY. _ FOOTINGS AS REGXI2RED PER DETAIL 1l SUPPORT ✓`- --_--_-.- V 16" X 3'-8" CMU PIErk ----- 4-0" X b'-0" X 1611 (4) 4 LONGIT. - ( 6 04 TRANSV. - FL"4N --- - T.S. 4 X 4 X 31/16" _ SEE 8/SI.3 O INDICAT'SS COLUMN AND FOOTING T.S. R t CK 5UF'PORT �- --- -- -- - -- � TYPE -SEE SCHEDULE THIS SHEET _ 24" X I6" CMU PILASTER 3'-4" X 3'-4" X 10" (4) •4 EACH WAY 2X BLOCKINGDESIGN SOIL PRESSURE = 2020 F'SFC. J. CONTROLJOINT - SEE (S@112 \ SEE SOILS INVESTIGATION BT: CARLSON TESTING INC., DATED DEC. 2, 1999 ClM.J. -INDICATES MASONRY JOINT. SEE 2 „ _ I 2X JOIST 5 4X LEDGER PER S� DATE 4/x1100 9 A I I PROVIDE ADDITIONAL ' 1^Ilf�i-L 1.-EGEND ---b X 10 BEAM BELOW 3/4" Dia, ANCHOR BOLT - A COLUMN -SET BEAM FILE ON CRIPPLE WALL EACH TO CMU BELOW EACH INDICATES 8" CMU WALL � � SECTION END AND HOLD TOP / 1 - - --- T.S. RACK SUPPORT SOB - �I�I1S50 " SHEATHING DWN CHK r rrvw - INDICATES 6 X 18 GA. METAL STUD BEARING WALL 06 O.G.) 2 ERAMINci DETAIL _ 3 FRAMING DETAIL r1 INDICATES 3 1/2" X 20 GA. METAL STUD BEAING WALL 06" O.C',) c 1,t �MAY22-1 I" 1'-011 C 1,, MAT'23-2 III = I'-0" INDICATE5 T.S. COLUMN -SEE SCHEDULE LEWIS & VAN V L E ET INC. CONSULTING ENGINEERS 19660 sw boon•• ferry rood s t tualctin, or on 949 6750 SW Bonita Rd. 5x03 995.6605 phOn• SUP 2000-00139,sIT2000-00015 50'; 995.1206 lax 23 of 2e pF SHEETS cm 1111!110111 I I I I 111111111 11111111111111114-1 1 I I I111111 111111' 1111111 I I I I 11111 IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII IIII IIII I I 11 1111 IIII IIII IIII IIII IIII IIII IIII I lrl l IIII I I I LEGIBILITY STRIP o I I I � I � I � I � IIullnl�i 1111111" I''0��i`°i`il IIIIIi��i�l °il'ii�Ilil�illi Ililjlln IIIIIIIII Ipmm.l tm 4 10 11 12 13 14 1 1 18 1� 1�s I�r 2�1 212 2�3 2�4 2�5 2�6 2�7 2�8 2�9 3�0 L ( NOMI • 1Ot '#,', °ZJILL - {1 _...,«,»,w,�..,,,,,,w.,,..,... „w..., ,,,,,.rw,,.�w,.p.,,,"„�,�o.weyal.+K+". b :I:iT:j:•..9 PRO R11410111wom , .. _. .- .. .. ... :r�•k � 51 ._ ��M��b� .:.4M!r1�41eA11C7!� .. .. . RA!➢1"05 f"MlpllyM, �V _ __ - _ _ _ _ , _ _ __ _ _ _ _ ._ � _�... 11 f ` . 11 I . �7" 'I, -,. L � 1 , t.. i I 14 �. Y�, 11 r' 3r cr � -k. i3 ----------- -- - - -_ - _ ,,, , R•JC TLR4 , 7 STRUCTURAL NOTES STRUCTURAL AND MISCELLANEOUS STEEL WOOD FRAMIN; ��D PR`)^CS4 , GENERAL 1. Detailing, fabrication and erection of steel to conform to the Steel Construction 1. All lumber to be species and minimum grades as follows (unless otherwise noted Manual of the AISC. F 1 These notes set minimum standards fpr COnStr�etiGn. The drawings govern over these n drawings: r 1 noes to the extent shown Coordinate these drawings with architectural specifications 9 2 All steel to be A36 except as noted. , HANDRAIL -SI_E ARCH,9 P a. Joists, rafters, - --------------------- --Douglas Fir N2 3. All welds to be made with E70XX electrodes by welders certified by AWS Standards. I , and notify Le*,s do von '✓leet Inc. Engineers (BVI) of any discrepancies prior to b. Beams and stringers, 4x and larger----------------Douglas Fir N1 4. Unless noted otherwise, all bolts to be A325N for steel to steel connections and A307 teginninq work b. Bucks, blocking, bridging do mist.-------------Doug. Fir or Hem Fir N3 for anchor bolts and connections to wood. Provide standard plate washers under all vk n 1 �� 2 These drawings have been prepared solely for use in construction of the project c. 2 x 4 studs----- -----------------------Doug. Fir "STUD" or "STD" bolt heads and nuts bearing on wood. � r located in Tigard, Oregon Possession of these drawings does not grant license to d. 2 x 6 studs and larger `" SQ l 14%, 9 Douglas Fir N2 5. All structural tubing to be ASTM A500 Grade 8, Fy = 46 ksi. All steel pipe to be �\ 21-0 C. `v AN construct or fabricate the whole or parts of this project n other locations. e. Sills, ledgers, plates, etc. in contact w/ concrete--P.T. Douglas Fir N2 ASTM A501 ( Fy = 36 ksi) or ASTM A5.3, Type E or S, Grade B ( Fy = 35 ksi). • 3 The contractor shall verity all dimensions and conditions an drawings and in field. �4 X m'-b"(-� f. Posts------------- --Douglas Fir N1 6. All light gruge steel 16 gauge and heavier shall be formed from steel of ASTM A570 Coordinate locations of openings through floors, roofs, and walls with architectural, 2 Roof, floor, and wall sheathing to be APA rated sheathing, Exposure 1, conforming to Grade D with un Fy = 50 ksr. Light gauge steel 1B gauge and lighter shall be formed " �, o �_. - AT 24 O.G. THIS "ALL EXPIRES 6-30-0 mechoniaal, plumbing and electrical drawings. Notify engineer of any discrepancies APA c �� , oo_ _ (2) �4 AT TOP CMU WALL _�_ 0 performance standard PS 1-83 and to ICBO NER-108. wee drawings for from ASTM A611 Grade C with an Fy 37 ksi. Detail and fabricate all light gauge / SLAB PER a A 4 The contractor ehall l responsible for providing all temporary support prior to required thickness of sheathing and/or span ratio Install roof and floor sheathing P light gauge steel sections indicr+ted on drawings to 77 PER PLAN L N steel per AISC Standards. All li h 4 AT Ib ON CENTER EACH WAY completion of the vertical and lateral load systems. LJl has not been retained to 9 / P 9' g � 9 9 g per � �. g provide an, services pertaining to jot s to safety precautions, or to review means, with long dimension perpendi,„!ar to supports and stagger end joints (unless noted the Metal Stud Manufacturers Association specificat!nn A" sections to be 'IC' - IT, e methods techniques, sequences, or procedures for performing the work. Unless we otherwise on drawings) Use 9porer tool to ensure 1/8" end and edge joints, including sections unless otherwise indicated on drawings. Provide 16 gauge minimae material - �� r- n are specifically retained and compensated to do otherwise, our work is limited to the torque and groove joints. Install 2 x 4 or thicker blocking at unsupported joints in at all sections which are indicated on the drawings to be welded. X FREE DRAINING GRAVEL BACKFILL - � I design Gf work described on our drawings. wall sheathing Block roof or floor sheathing where noted on drawings. 7. Do not oversize drilled or punched holes with a torch. .4 m-�m I" DIA. WEEP HOLES AT 48 O.C. SEE ARCH. N 9 9 g• o „ � v .-_1-_ _' 5 Where reference i5 mode to ACI, AISC, ASTM, or ether standards or codes, the latest 3. Framing hardware tc be Simpson or prior approved equal. Fill all nail holes unless 9• All welded reinforcing noted to be ASTM grade A706. All headed stud anchors to be f o �� Z poo Oo�J _ x editipn shall apply noted otherwise in drawings or manufacturer's literature. Use largest nail size Nelson or approved equal. Weld all studded anchors and reinforcing noted, all around, o , . L", < I E ins est Gn and or with 1/4" fillet weld for 1 PAVING OR GRADE -_. o c= I. y�p,� z / /2" diameter anchors, 5 in (3) 'x4 LONGITUDINAL - ---'- ---..- ,KS�oo � $ P rob supervision s not provided by vl indicated in manufacturer's literature. /16" fillet weld for 3/4" diameter r 7 All work shall be in strict compliance with etre latest edition of the Uniform Building4. All boil heads and nuts beanie on wood to be anchors, and 3/8` fillet weld for 1" diameter anchors. II I I/2" CLR.� -_ -_ _ DOWEL TO MATCH �. g provided with a washer, g. Provide she drawings all structural steel items to engineer for review for to _ DOkEVERTTO MATCH REIN < U ,n i Code (UBC) and all other state and local codes which apply. 5. All nailing to bs per UBC Table 23-II-B-1. Obtain engineer's prior approval for all P 9 9 P' fi .es qn Criteria proprietary nailing or stapling systems. fabrication. Roof ave Load-------------- ------------__- 25 psf (snow) 6. Cutting and notching of joists is not permitted without engineer's prior approval. One °O W � F!0or Live Load------------------------_ 9 P PP STEEL FORM DECK �� oo11 o� o GROUT CMU SOLID-� FOOTING SIZE f-" 50 psf (125 psf storage, tOC psf corridor) inch diameter holes may be drilled in the center ly 3 of the member depth, but all other W) Hind Lood-------------------------______ U8� 80 mph exposure B holes to be approved prior to drilling. BELOW GRADE AND REINF. `""" 1. Steel form deck to be as manufactured by Vercu Manufacturing or prior approved PER PLAN - t Seismic_______ __________________________ Zone 3 7. Studs racy be notched in the lower 1/5 of the height of stud for electric conduit and equivalent. Deck gauge and profile to be as indicated on drawings. I 0 9 Any mechanical equipment, piping, ductwork, etc. which applies a loot of 15C pounds plumbing pipes, but no part of the notch is to be greater than 1/4 of stud depth. Holes 2. Minimum deck welding: . 11JL I or more shall be hung from a system approved by LVI , r 1 with diameters up o 1, 3 of stud depth may be drilled in stud. -- 1/2" dia. Puddle welds 4 locations each deck section at all supports. � , U 4 ° a c V _ a 2 � 8. Laminated beams to be Douglas Fir (Fb= 24 ksi) per AITC 117 specification. Unless -- 1/2" puddle welds at 24" o.c. at all supports parallei to decking. it r . rn I C SITFWORK noted otherwise, simple span beams to be Combination 24F-V4 and all other beams -- Button punch all seams at 24" o.c. - c 4 � Ol • e (beams cantilevered or continuous over supports, etc.) to be 24F-'V8. Appeorance 3. Place all slab reinforcement 3/4" clear to top of slab of supports. Allow reinforcement __ - ° n 1 Remove all organic material, topsoil and any fill from under building and slab areas. __ I � • c • a • grade to be architectural for all beams exposed to view arid industrial elsewhere, unless to drape between supports. Minimum reinforcement to be 6" x 6" / 10 x 1U welded _ (11 o 2 All fill materia! under building pr be "structural fill". Structural fill to consist of noted otherwise in drawings. AITC or APA EWS certificatr required. Use I " " I c e � ,_ 3" GER. � `o compacted granular material or approved conditioned -site material. Place all fill n lifts 9 / q wire fabric unless otherwise indicated on drawings. b r -I I - riot to exceed 8" and compact to 9876 vat Laminated f glue. W c slabs p Standard ASTM D-698 under footings and 9, ;aminated columns to be any combination symbol and grade with Fc= 1500 psi „ I- -1 I i 2a I-6' FOR HT LESS THAN 3-©' _ = =- minimum and E= 1,800,000 psi minimum. _ -111_I I I-III-11 t $ 3 6asr material directly below slate to be 8" thick (minimum) layer of composted crushed 2'-Im" FOR "HT" 3'-0" TO 5'-m" 0 rock Base rock to have a maximum aggregate size between 3/4" and 1 1/2" and shall ENGINEERED WOOD PRODUCTS C /� II II I }}�'''� II contain not more than eci passing the d 200 sieve 1 All enginee-ed wood products (Parallom, Micro Lam, TimberStrand) to be os designed 1 RETAINING W��1•= L/ET�IL. L � ,n 4 See architectural specifications for additional information. and manufactured by the Trus Joist MacMillan Corporation only. Other product FOOTING DETAIL- f manufacturers shall submit a request for substitution prior to bidding. All engineered __ TYPICAL VERTICAL i Q�, _ TYPICAL VERTICAL 5�,3 JAN28-I ! = 1-(d" 1�� JAN3!-! I" = 1'-P �/ U 9 FOUNDATIONS I 0 0 wood products shall be designed tot he following loads as well os any load indicated REINFORCEMENT REINFORCEMENT i 1. Design sail rearm r on the drawings: CONT. INTO LINTEL 9 g p eonure a cols 2000 DONT. INTO LINTEL GROUT (2) CELLS SOLID t� q psf lire plus dead load per geotechnical GROUT ALL CELLS SOLID ; I report prepared to Carlson testing Inc. dated December 2, 1999. Roof Memoers \'B' BARS TYPICAL BOND BEAM FULL HEIGHT 4 Vi 2 All footings to bear or firm, undisturbed votive soils or structural fill o minimum of a. 25 psf snow load + applicable drifting per UBC REINF. CONT. INTO 135 DEG. ,, tt3 TIES AT 8" O.C. TDP o 18" below finish a"tenor grade Notify engineer before proceeding if any unusual b. 10 psf dead loud top chord HOOKS #3 OPENING, BALANCE Qj 03 TIES AT Ib D.G. 35 DEG.conditions are encountered n tooting excavations' LINTEL AT Ib" O.G. N I c. 5 psf dead load bottom chord HOOKS i 3 Do not excavate closer than 2:1 slope below footing excavations. d. Uplift as specified it UBC unless otherwise noted in the drawings. 4 Clean all footing excavations of loose material by hand. Remove all wet, soft soil from / / /; I tooting exccvations prior to placing concrete 2. Allowable increase it wood member stresses due to duration of loading shall be 157E11 " \ 5 Excavatipn<, may me made under footings for pipes Backfill to be "structural fill" as maximum for snow load only (roof) and 33 % for loads including wind or seismic. l' 11 -t \ UI defined abo.e Design members for any additional lor.1s indicated on drawings. J1 - U 3. Shop drawings and additional shall be submitted and stamped by an engineer GROUT SOLID .� CONCRETE registered in the State )f Oregon. It is the intent of these notes that the Product _ jr /I I a - ry Engineer review the architectural, structuroi, and mechanical construction documents �� , i Average concrete strength to be as indicated below and determined b oL cast lab - Y J and determine that his product is adequate for the intended use and capable of It-X 2 I/4" I �.._� cured cylinder at 28 dors plus increase depending on plant's standard deviation as supporting all equipment, pipina, soffits, etc. which are indicated. The shop drowings CLR. I 2 I/4" CER. \ specified in ACI 318. Provide mix designs to engineer for review prior to placing any shall carry a statement by the Product Engineer stating that he has reviewed theses (4) 5 FULL HEIGHT concrete. CLEARLY LABEL ALL MiX DESIGNS AS 2 I;4 CER. documents and listing those documents by sheet number. fie Project engineer will GRIT SOLID EACH FACE TYPICAL BOND e PROPOSED AREA OF USE. Supplier ;n label all mix specify any special loods to be designed for. It is the responsibility of the Product BEAM REINF. TO designs with on identification number Mix number should be referenced in all Engineer to determine dead loads of soffits, walls, and other structure supported , , STIRRUPS r4'NN CMU REIN. J�ET�♦i.= PASS THROUGH (2) tt5 FULL riEIGHTnsubsequent concrete test reports. snow drift loading per the uniform Building Code, and any other loads which occur, EACH FACE I"'�'I 2 Minimum mix requirements bcsed on the construction documents. 1,3 APRILS-I I I/2" = I'-0" CMU REINF. DETAIL. ,ncahon Compressive Slump Minimum Admixtures GROUT ALL CELLS strength (a) cement 'A' BARS A' BARS APRZL5-2 I I " (Psi vim...w'-.----.- .- 1 content ENGINEERED WOOD JOISTS � SOLID �,� 2 �_O --- _ 0 1- >:3 TIES AT 8" O.G. TO GROUT C3) CELL._ Footings and 3000 0 5" 5 none 135 DEG , 2'-O" ABOVE OPENING SOLID Stem Walls 1. All joists thus specieied shall be TJI series wood chord/wood web I joists or open web � HOOKS -BALANCE 4T Ib" O.C. 135 DEG.. wood chord/metal web foists as designed and manufactured by Trus Jois: MacMillan HOOKS �3 TIES AT !b' O.G. A _ 0 Slabs on grade 3500 2- 4" 5 112 WRA b Corporation TJM ONLY. Other / ( ) P ( ) product manufacturers shall submit a request for ,,interior) substitution prior to bidding. Substitution request shall bee' a statement from the I � manufacturer indicating their acknowledge of the requiremert of these notes for fully LINTEL SCHEDULE 4�L� a / / Slobs on grade 3000 2-4" 5 1/2 WRA,AE (c.) engineered shop drawings and coiculation bearing the seal cf an Oregon registered -1 \ ' MARK LINTEL DEPTH 'A' BARS 'B' BARS STIRRUPS DETAIL ' l,exterior) engineer, the requiremert for inspection of the installed product, and their agreement 0 r to meet these requirements. The joists shall be designed for the following load L-I 48" (2) #6 (2) #5 #3 AT Ib" Oz. A � F_,, it 5 none requirements: - I • 1, 6- �4 Miscellaneous 3000 r L-2 24" �_ (2) �5 NONE NONE B Roof Joists L-3 32" (2) #5 NONE , NONE B � i � . a. 25 psf snow load + applicable drifting per UBC � \ �_� a Slump exceeding specified limit shall not be placed except with written b. 10 psf dead load to chord L-4 it �t g i� I approval of engineer. Maximum slumps noted are after water reducer nas been P P FULL DEPT (2) 6 (2y 5 3 G' Ib O.C. A 2 I/4" CER. 0 c. 5 psf dead load bottom chord \ added d. Uplift as specified iri UBC unless otherwise no,-.d in the drawings. NOTES: I, WRA= Water Reducing Admixture \` NOOK HORIZ. c AE= Air Entrainment 1.) EXTEND 'A' DAF25, 'B' BARS AND GROUTING 24" MIN. - (3) #5 VERTICAL REINF. INTO �'IEf 0 d Accelerators: Provide concrete accelerator for all concrete placed when 2. Allowable increase in wood member stresses due to duration of loading shall be 15% PAST LINTEL EACH END WHEN UNABLE TO GET 2'-m" 177z FULL HEIGHT EA. FACE temperature drops below 4C degrees. maximum for snow load only (roof). Design joists for any additional loads indicated EXTENSION, EXTEND 12" MIN. AND HOOK REINF. 9® DEG. X b". \ ° on drawings. Provide additional joists as required tc, support additional loads. I [ \ ' se Type I cement, per ASTM C-150 unless otherwise approved. Water cement ratio 3 Joist manufacturer to provide laminated veneer Chords at all joists which have 3 CMU LINTEL. SCHEDULE 2 I/4" CER. Q to 46 maximum for all slabs on grade Water cement ration to be .50 maximum for all diaphragm or strap nailing which exceeds manufacturer/s recommended nail spacing ��, other concrete, Fl,bsh may be substituted for up to 2076 of the cement content in all for sawn chords. 1,3 FilrB2-3 I" = I'-m" (�) �bFULL HEIGHT ♦_mires 4. All bridging, bearing clips, blocking, hangers, etc. that connect to the joists shall be perEACH FACE { 4 Aggregate to be per ASTM C-33. TJM standards. 5 Water Reducing Agent (WRA). Comply with A3TM C-494. 5. Joist erector shall exercise the utmost care during the erection of joists to prevent the �/ pCT }� w` }� //�� I 6 Air Entrainment (AE) shall comply with ASTM C-26C Provide 3-SX when specified. joists from buckling laterally. Stockpile, lift and laterally brace the joists as directed on CMU REINF. DETAIL CMU REIN. DETAIL-1 Accelerators Dosage to be determined by contractor. TJM's erection drawings and design manual. Remove any damaged joist from the i 8 Calcium Chloride shall not be used in any concrete, for on) purpose., on this project. jobsite. Do not attempt to reinforce any damaged joist except as approved in writing 1,3 APRILS-3 1 1/2 = 1'-F ET � I I 3 APRIL5-4 I I'2" = l'-O", ! ( by engineer and by TJM. SPECIAL INSPECTIONS I I I REINFORCING 6. Shop drawings and calculations shat! be submitted and stamped by an engineer �� registered in the State of Oregon. It is the intent of these notes that the Product The following special inspections are required and shall be performed by an independent I 1. All reinforcing steel to be ASTM A615, Grade 60 except ties and stirrups to be Grade Engineer review the architectural, structural, and mechanical construction documents testing cgency. The testing agency shall provide copies of all test reports to the project STOREFRONT - SEE ARCH. CMU PIER PER PLAN r I 40 and determine that his product is adequate for the intended use and capable of engineer in a timely manner. I� \ O Imo{ 2 F abricate and install all reinforcing steel according to the "Manual of Standard Practice supporting all equipment, piping, soffits, etc. which are indicated. The shoo drawings Concrete: SEE ARCH. 1\ for Detailing Reinforcing Concrete Structures" ACI Standard 315, shall carry a statement by Cie Product Engineer stating that he has reviewed theses ,,, TYPICAL SLAB REINF. PER PLAN , - 0 t documents and listing those documents by sheet number. The Project engineer will 1. Special inspection is required during the taking of test specimens and placing of all \ BEND INTO FOOTING _ 3 Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcement in poured in place specify any special loads to be designed for. It is the responsibility of the Product reinforced concrete except: Slabs on geode; Concrete with specified f'c no greater _ ('�j wars and footings at all corners and intersections. ,now to determine dead loads of soffits, walls. and other structure supported , than 2500 __ �J 4 Splices in all reinforcement shall be l0 9 y PP psi. Test reports shall identify all concrete tested by mix design number (in I I-III=I I-� I _ -I pped 30 diameters or 2'-0" minimum and shall be snow drift loading per the uniform Building Code, and an other loads which occur reference to approved mix designs), identify type of pour (slab, footing, etc.) and - �� _i _ _I ; staggered at least 4''-0" at alternate bars. based on the construe?inn documents. identify location of pour in relation to building grids. • �_ _lI I I I I I. cr 4 5 Pro.ide 2-M4 each side of all openings smaller than 30" in walls. Extend reinforr_ement 7. A representative of the joist manufacturer shall inspect all joists after erection is Concrete Reinforcement: x x � ---�. I-I DOWEL TO MATCH 2'-0" minimu,^' past opening each side. See plans for larger opening*, (provide 2-N4 complete and sheathing, bridging, blocking, etc. hove been installed. Inspector shall 1. Special inspection required of all concrete reinforcement prior to concrete placement '! °c� ,,� 'I VERTICAL REINF. minimum) submit a report to the engineer stating that the inspection, was made and that joist except: Slab on grade reinforcement. 6. Provide (2)-N4 burs at top, bottom, and ends of all walls unless otherwise indicated on condition and installation are acceptable and conform to he manufacturer's Structural Welding: - o R� I plans requirements. 1. Special inspection required for all structural welding unless welding is performed in a FOOTING SIZE 7 Provide dowels to match all vertical reinforcement in wails, columns and pilasters fabrication shop approved by the building official. All field welding requires special �-RADIUS SUBGRADE1 AND REINF. (Neared in plocel. lea 30 diameters or 24" minimum. inspection. Special Inspection of welding may be performed on a periodic basis per M ,',,T- Z PER PLAN I P All woo reinforcement to be placed in middle of wall unless otherwise •oted on DRILLED ANCKOR BOLTS UBC Section 1701.5.5.1, Exception 2, however all welds must be visually inspected. _ __ iq drawings. All full penetration welds require continuous inspection from fitup through completion 0 e 9 Contractor to provide design, Kiting inserts, and additional reinforcement as reyud /_ !•ed 1• All drilled expansion anchors bolts in concrete to be "Kwik Bolt II" by Hilti, Inc. of welding4 CONT. TOP AND BOTTOM e for lifting of precast walls and other elements. (ICBG NER-4627), "Red Head Trubolt Wedge Anchor" by ITW/Rarrset (,CBO High Strength Bolts: G e 1. Special inspection ° RE/IS=NS 10 Provide shop drawings of all reinforced concrete items to engineer for review prior to #1372), or "Raw!-Stud" b The Rawl lu Ce. ICBG 4514 only. Other anchors p p ction re uired of all high strength bolt A325 installations 8„ ° _ _ q 9 9 ( ) per UBC construction of these items with written opproval of engineer only. gAll anchors to be installed followingbolt Section 2228. Inspection may be performed on o MLN. -� MAY ?Z, 2m®® I Y p periodic basis per UBC Section �^ J 1. manufacturer's instructions. Provide minimum embedment, spacing, and edge distance 1701.6.2 if periodic special inspection procedure is approved by the engineer and _ __ _, __ CONCRETE BLOCK as specified by the bolt manufacturer for anchor size noted unless otherwise indicated building official prior to commencement of the work. Unless specifically noted Q /� C A I i m a • /' • _ on drawings. otherwise, high strength bolted connections indicated on drawings are neither slip- 8 FOOTING DETAIL -_ 1 Design F'm 1500 psi for all concrete masonry 2. All drilled epoxy anchors in concrete to be "Epcon Ceramic 6 Epoxy Anchor" by coritical nor subject to threat tension, and are required to be snug tight only. Torqueing - " o - 2 All concrete masonry units to be Grade N Type 1 lightweight units bo is s not r squired unless specified on the drawings, or if the connection is noted 1,3 TURNDOWN I _ I-m YPper UBC Standard ITW/Ramset (ICBO y4285) "Covert Injection ldhesive Anchor" by Covert - 21- 4 and to intermediate humidity condition per Table No 21-'4-A. as beinga direct. tension connection or specifies SC bolts. „ - - ,_.. P 1 1/2 3 Cl_R. 1-1 I tl----' '-illi=1 I I-I I !-i _ 3 Mortar t, he per UAC Table 21A. Type S or Operations tIC80 NER-4846) or "Simpson SET Adhesive" anchor by Simpson Strong Drilled Anchor Bolts: yu per man ,,turer s recommendation a4 tie (ICBO NER-5279) only. Other epoxy anchors with written approval of engineer 1. Special inspection required of all drilled epoxy anchors in concrete or masonry. ` , required to meet design strength. Grout to have a min 'num strength to meet \I only. Install all anchors per manufacturer's instructions using A307 threaded reds Ins ectlon to be continuous Burin the anchor installation to insure installation meets Z• specified masonry assembly design strength and be made with 3/B" minus aggregate. unless noted otherwise on plans. Provide minimum edge distance and spacing P g 4 Contractor to prepore for testing agency 3 grouted prisms and 3 un routed prisms for 9 P g all manufacturer's instructions and minimum embedment noted on drawings. LINE OF STOREFRONT Z\1�'+ C{ C/� t e I every 5000 sq feet of wall durinq construction. 9 P indicated by manufacturer far anchor size noted unless otherwise indicated 'in 2. Special inspectir- required of drilled expansion or sleeve type anchors only as noted I rVOT.i.N� DG�T�ILA drawings. Provide mir,,mum embedment noted on plans. All drilled epox anchors , - r P Y on drovs rigs. Inspection to be made during boat installation to insure Installation meets SEE ARCH. �` APRIL.5-'1 I" = I'-0" �-- ------ - --- ,very work shalt deform to Chapter 21 of the Uniform Building Code. require special Inspection during Installation. �_13 6. Reinforcing for 8" masonry to be ASTM A615 Grade 60 placed in the center of cells all manufacturer's Instructions. as follows (.rnless otherwise indicated on drawings) 3. All drilled expansion anchor bolts installed in concrete masonryto be "Redhead y; --T,S. COLUMN - -- Structural Masonr1.y- _ --.--.- I _ Dynabolt Slaeve Anchor" by ITW/Ramset only (ICBG 0 1372). Other anchors are not 1. Specier inspection required of all structural masonry (concrete or brick). Required �' , - PER SCHEDULE DATE 4�'1�(d0 a Vertical t acceptable without prior written approval of engineer. Install all anchors per inspections shall occur during the preparation of test prisms, grout samples and mortar ^ N5 at 48" o c. plus 2 - N5 full height each side of openings and at manufacturer's instructions. Provide minimum embedment, edge distance and spacing samples, at the start of layup of masonry units, prior to grouting for inspection of _ Y' � �- 2 SIDES �I�-� all corners and interact ,ns of wars as noted in manufacturer's instructions unless indicated otherwise on drawings. cicunouts ora reinforcement placement, and during the grouting process. Continuous :�r:Y• � 3/I6 b. Horizontal: 2 - N♦ at 48" ;;.c (First bond beam 48` from to of foundation y,� ,� , JUB 991550- P ) Provide special inspection of anchor installation as noted on drawings. inspection during masonry loyup not required. � '. plus 2 - N4's at tap of wall and at each Intermed ate floor level 4. All drilled epoxy anchors in concrete masonry to be "Covert Injection Adhesive I. '~ � - -- I c. Lintels Less than 4'-O" wide - 2 - N4's in tottom of N inch deep lintel. . , �, . ` FOOTING OWN CHK Anchors" by Covert operations (ICBG N ER-4846), the "Simpson SET Adhesive"4'- 0` to 6'-0" wide - 2 - N4's in oottom of 16 inch deep lintel, anchor b Sim son Stroh Tie IC80d. Corners and intersections 1 - 24" x 24" carrier bar at each bond beam some yP 9 ( NER-5279) or the "HIT HY-150' epoxy anchor !,'2" PLA X +1" WM:(?) �� (S-913 size as horizontal reinforcing by Hilti Inc. (ICBG N5193) only. Other anchors with prior written approval of 3/4" DIA. NCHOR•ID101:'is '•'.:`' \� i Engineer only. Install all anchors per man facturer's instructions. Provide minimum , .' ., Grout all reinforced cells unless noted otherwise on drawings. All reinforcement to be .: � ` t ' accx-tely located and secured in place prior to grouting. All reinforcement to be edge distance and spacing as noted in manufacturer's instructions unless otherwise located write;n Plus or minus 1/4 inch of placement location noted on drawings. noted on drawings. Special Inspection required of all drilled epouy anchor installation. 1. LEWIS & VAN V L E ET INC.« 5. See drawings for anchor types indicated. Substituting drilled anchors for cast anchors �_ 8 Electrical boxes, oonduit and plumbing shall no, be placed in ony cell that contains vim- LON9ULTINO EN�INEE E reinforcing or cost anchors for drifted anchors is ecceptable with written approval of engineer ccC �eeeo •M' bOOfl••�M► rood S -11 . 3 1 S•• drawings for additional of require d required. only. 10 T.S. COLUMN BASE SE DETAI� dreQ!0l1 9 062 6750 SW Bonita Rd. ` 10. Periodic species inspection required during construction of all masonry. See special 6. Contractors wishing to substitute alternate manufactur!�r*s of anchors should submit r� �,/ 511131114.66 p'� holt• BUP 2000-0OS39,SIT2000-00015 inspection notes ---- -- - - written request, including current ICBG reports, to engineer for approval. _-' - 1-3 TSCX)LSTEM I = 1'-m t� ,'J208 �c ^4 of 29 +� -- ----- ----- _._..__ OF SHEE - - ------ ---- ----- _ __. _ .. X _ - i 1_--__­_., II 1 I .I 1 I _ f I"r°"'+w ma I''""s`MM I -- __ .""l-IRM,.niul • -- Cm - 4 5 l IIII IIII IIII IIII 1111 IIII IIII IIII II1111111 IIIIIIIII II, II IIIIIIIII IIIIIIIII IIII IIII IIII IIII'IIII IIII IIII IIIII111111-II IIII IIIIIIII�hv,Illlilllllllll�l!II Illtlll!I IIII Illlliiii j I � :. LEGIBILITY STRIP O 1 2 s I I �Inll ill - iDi"„,.rcm 10 11 12 13 14 1 IQ 17 14 1I0 IIIb PII 212 213 214 25 218 217 28 29 3() D -81 11 OI ` I I I NONI a 10 i 1 1� MrMMM�M4l�I Ot . i '. ­. .. .... - i. -1 -1---l-........ r "' . 1 . I i ' 4 P. .. !: ,,. ti,. ,;; ,1 r q. ..< . p � „ -. - - poll .. - _ I. - 'N r. +� a 1 p _ __ _ - - _ _ - _ _ _ _ _ A 1 C 11 �� I c 4�4 PR \ E •0 1 _ 1 --- f I - 36'-0„ nye/ r �4v C VAN CANOPY VN GGEXPIRES 6-30-00 SEE X52.3 FOR LINTEL-, CANOPY IS LOCATION 1 r----- -----. _-1 _.. I I I I � I I N 52.2 x - - ` L-I C6: 2: L-2 L-2 L-2 L-2 < ---- I 20 PSF 7%L UI20" TJL OVE 14 ' Ir LLJ V, 2.31 r �� n r i INDICATES SNOW DRIFT IN I I ADDITION TO BASE SNOW LOAD OF 25 PSF TYPIC,4L a r� 10' 0" MIN. 52 , I BR CE PE AT ANOP RODSUPPORT 1'I 8 i' 52.3 s2. 10 Ej i 2.2 i'r r-� w s cs ---- -------- -------20" TJL , 52.2 ; � �X 12-0"2 on 5 . _38" T7W AT 48" O,C. cA1 48„ C• , "v J U' ; 1 N 20 t3L �''' I Cn UN S MPSO "HD14 " EACH 3 I SIDE -S 14 52.2 52.2 IM. I GL 6 3/4 X 2 11 GL 6 3/4 X 39 GL 6 3/4 X 39 GL I/8 X 119 1/2 J L I GL C. /4 X 3 1/2 r� 52.2 I __ - 4 C 1/8 I C = 3/411 C = 3/4" 1 52si I 1 16 C = 011 = 11/8 I 52.2 52.2 L- 1 20 SF /2 PSF � ' NAIL ROCSHEATHING SZMP N "H 4A" ' f AT GL ST UTS AND CMU EACH IDE - EE 14 , NAIL R SHEATHING WALL TH LINE WITH �, a. A GL ST UTS AND CMu (2) ROWS I0d NAILS 52. a,8' J AT 6" O.0 W. LL TH LINE WITH � I (2 ROWS 10d NAILS A 6" O.C. ' I � I I 38" TJW AT 48" O.C. - - - � 5 I- S2.1 52.2 on I R H 4T(;H -FR ME co on L 4'-4' , 20" TJL 5 WIT (2 2 0 IN � u 52.1 SI SO " HANGERS U 20 PSF -- --- - - ------- -- -------------- --------- --------- ------ ---------------- ------ 4-8- --- -------- ------------- ----------------- -- --------- ---------------------------------- I � 1 1 --- - ------------- --- - - -- --- --- --- - pq 6 � 52,2 I 6 52.2 52.2 ROOF SHEATHING 7 rER NOTE #1 BELOW Iq5'-2" � ) 4 (� ) ro NAIL SHEATHING WITH 10d AT 4" C.C. P� i 1 ROOF FRAMING PLAN TO 4 X 10 BLOCKING ` l 2. I/8" = 1'-0" / 2 X 10 LEDGER TO SPAN 2 I-CAD TRANSFER BLOCKS WITH (4) Ibd EACH LOAD TRANSFER BLOCK E I.) ROOF SHEATHING TO BE 3/4" T If G CDX PLYWOOD, MIN. PANEL INDEX 48/24• 1 NAIL SHEATHING WITH 10d NAILS AT 6" O.G. ALL SUPPORTED PANEL ' 3" TO SLOT EDGES AND 10d AT 12 O.C. FIELD. 2" +/ 8 TO TOP I -AT HATCHED AREAS=BLOCK ALL PANEL EDGES AND NAIL- OF T.S. To -4 X I0 BLOCKING WITH 10d NAILS AT 4" O.G. ALL PANEL EDGES AND 10d AT 12" O.C. FIELD. 1 IN SIMPSON "LSSU" ' I HANGERS I 1 I I 2.) CONTRACTOR TO VERIFY SIZE AND LOCATION OF MECHANICAL UNITS. NOTIFY ENGINEER OF ANY DISCREPANCIES. PROVIDE ADDITIONAL JOISTS AS REQUIRED � � ROOF JOIST 4'-0" 4'�0" 21„x" 1 PER PLAN 3.) �� -INDICATES LINTEL TYPE. SEE DETAIL ��3 i I PE /zsxorvs 52.3 15 I PROVIDE LOAD I MAY 22, 2000' 2'3 � 4.) PROVIDE ADDITIONAL JOISTS AS REQUIRED AT LINTEL BRACE. SEE 52 2 � I G8 11.5 TRANSFER BLOCKS EACH SIDE I AT 2 PANEL POINTS 3 4" DIA. ROD - � _ I ----------- - (E) LOCATIONS At *' ac- _ - 10 OMIT 9'-411 I N , I " � �! , 52.3 9 = �` 11_•4" 3'-4" 3'-411 I'-4 S1.3j X - -T -- A - - - - T.S. RACK SUPPOR WITH 3/4" DIA, • 1 � �`��� X � BOLT IN TOP OF I I/2" VERTICAL c� 3/4" DIA. RODS SLOTTED HOLE TO 4 X 10 T___ - - u 52.3 52.3 WI X 14 C8 11.5 � - _ - -_ DATE h I "� FILExi -- - - s 3 BELOW BELOW 13 X • �' 308 aq DWN CHIC SZ.3 u s ir4 -INDICATES SPAN OF 20 GA. VERCO TYPE 'B FORMLOK' 52.3 A X�r I,'� J_- '� METAL DECKING. WELD DECK WITH (4) 1/2' PUDDLE WELDS EACH PIECE EACH SUPPORT AND BUTTON PUNCH SEAMS AT 24" O.C.. SHORE DECK AT SPANS OVER 5'-0" UNTIL Q CONCRETE HAS ATTAINED DESIGN STRENGTH. LEWIS tic VAN V L E E T INC. 2 CANOPY FRAMING PLANrY� CANOPY FRAMING FLAN 4 CANOPY FRAMING FLAN r5_""oN FRAMING DETAIL CON 8 U LTI N O E N O I N E E F7 9 S2 . 1- APRIL" V8 . 7v �j APRILS-5 I/8" = 1'-P." „ _ 1 " _;� INGO xw boanes farrY road e�eo sw eonla Rd. • ` ' ` 2. 2, APRILS-5 I/8 _ I-0 2, MAY23-3 I _ I-m �3tln��p0 Q9h�: euP 26750 SW9,QIT2000-00015 3033 885.1208 Tax 25 of 2e l OF SHEETS117 I _I � �I I I I I-..i L-' I I �:w,._�.I•."1�: I - I - i �.. -_ - ......"."m W cm IIIIiIIIIIIIIIII111111111IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!III IIIIIIIII Illllllll IIII IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII II II IIII IIII IIII IIII'llll IIII IIII Illlill l !II' 'll 'll I!I! I'!III IIII IIII IIII IIII Illi IIII III! IIII IIII _LEGIBILITY STRIP o � d ,; b to I I I2 I3 14 I IIe II7 Ila II6 2l0 2I1 zl2 2la 2l4 2I5 1219 1217 1216 1216 310 at I p mm�1 em LI 1 1 OI ElIrl 71,1 Homo • IOZ 11T,I III"JIII I III 1ITI 11I.WJ1111 1111111IL1111 1111111111 111 Id' Oa 4 ...,.. - uh 1.. t.l t'. I ' 1 ` RUQ TUR -- q , rc.p PRO SEE 2 I FOR ADDITIONAL `S•s I INFORMATION �N � I I I c!))0) is C V Ate I EXPIRES 6-30-00 2X6 f P►.ATE JOIST PER PLAN - I lit" TZMBERSTRAND--r RIM JOIST WITH 12d HEADER -► �, TOP AND BOTTOM PER PLAN SOLID BLOCK AS REQUIRED N EACH JOIST AND 12d TOENAILS AT 8" O.C. 11/2" TZMBERSTRANDRIM IST WITH 12d FLOOR JOIST � -PROVIDE 6X12 DF#I HEADER � a PEPLAN FOR RACK SUPPORT R TOENAILS AT 8" O.C. - ` �- � ANCHOR BY HANG HEADER FROM 4X6 OTHERS POST EACH END PER 6 U / TJI JOIST PER PLAN JOIST PER PLAN U-1 N TJI BLOCKING AT 48" 2�1 Al2 WOOD SCREWS % O.C. WITH (2) 12d EACH HANGER AND WEB STIFFENER 2X4 PLATE �-- AT 12 O.C. TO 2X 12d EACH SIDE EACH I PER PLAN END 18 GA. TRACK WITH X12 PLATE (DRILL JOIST #12 WOOD SCREWS 12d EACH SIDE OF BLOCKING WOOD SCREWS AT 12" O.C. TRACK) 2X6 PLATE AT 6" STUD AT 12 O.C. -DRILTRACL WALLS (2X4 PLATE AT \ 18 GA. METAL TRACK U 3 1/2" STUD WALLS Ix \18 GA. TRACK P - - o - 6 w 0 2 FRAMING DETAIL 3 FRAMING DETAIL 4 FRAMING DETAIL 5 � A' � 0. $ 4 4 FRAMING DETAIL 2.1 MAY1q-B I - I-0 2.1 MAY19-a I" = I'-0" �.t MAY22-A I = I'-0 �.1 MAY19-C 2X6 PLATE �, U c SIMPSON "HUC" HANGER O ' I ' SOLID BLOCK z l) V1 6X12 HEADER < < i I I I I I 1 I 111 I , I 1 I 4X6 METAL STUD POST FRAMING FRAMING DETAIL MAYIVI-D III v-01; 20'-3 112' 1 4 PROVIDE 5 1/2" BEARING EACH ' END AT 5 I/4 PSL �. Cti" STUDS) 3 31/2 X II 1/8F— I PSL � • r3� 5 1/4 X II 1/8 lk 2,1 ep' PSL �\ J i �i 31/2 X II 1/8 � PSL W I 1. i FLOOR SHEATHING TO BE WITH 10d NAILS AT 6" O.C. — 3/4" T 0 G CDX PLYWOOD ALL SUPPORTED PANEL 31/2 X 11 1/8 EDGES AND 10d AT 12" O.G. PSL FIELD, GLUE SHEATHING AL1_ SUPPORTS WITH 3/8" DIA. BEAD OF CONSTRUCTION ----- RE_/ISIONS MEZZANINE DESIGN LOADS: ADHESIVE. � - --------- MAY 22, 20M LIVE = 125 PSF — DEAD = 15 PSF __— TOTAL = 140 PSF _ 1 MEZZANINE FRAMING PLAN DATE 411100 FILE 705 gg1550 i OWN CHK LEWIS & VAN VLEET INC. CONSULTING ENGINEERS S2 . 1 A lees .w boon.s road tlld 1_� X191 6750 SW Bonita Rd. �50 885.0005 One 13UP 2000.00139,SIT2000.00013 _ ---- —---- ---- -- ----— 303 'Ti pa)ax 25 of 25 --- OF SHEETS _.,- .awe.•.+....—..___.___..._--_—... .._.�....,�. Cm ..1�1n1 uuiull 1 �u�uu In1ii1'iilIllui"iiill"Iiilijiili liuiun unillnI111Ij1iil lilljiiil iiiljiii� �1I1�111i 11n 11 , lin 11i11ii1`1iil�i:iii"iiiiill""""illiii'ii"ili`iiiii ii'"� � ;`" '• '� �S b b LEGIBILITY STRIP 0 3 j j I 1 I I I I i 11�1in111n�IIn�Ilil�lln�lln�lln�IiII�I1I1�1Iu�nll�ilu�!nI��I11 Iinlnil� Yr,� .,.,�� - iOmm.lcm IO I ( 12 13 4 18 19 Ito 21 29 23 24 25 28 27 28 29 30 I. ZI II 01 D Lu 25- "ONY Oa a ii .L' ;L t f'r i yy r 7 3 16 t rs--• / 4' PL ATE x \ -p EACH SIDE 2' + 1� -3. 4 } v x 3 2 SEE 52.2 0*1 r C �pt4 Al� - EXPIRES 6-30-00 _ X52.3 - I!2" PLATE WITH LINE OF 3" LEDGER - -- 3 4' ..ZA. 436 ROD 11 —, 3/8" PLATE X 3"� 3/4" DIA_ DRI1..L.ED AT WALL L3 X 3 X ':4" �. 1 1/Y ANCHOR BOLT TO II - - ~a -' 3" '- /^L3 X 3 X I/4" / CMU CONCRETE SLAB II LEDGER __�� UTNE OF CONCRETE \ rJ < R AND METAL DECK I I " ` 9/16 r \ / 1 - ( � R 1`4' I I T.S. 2 x 2 x 3, ib ORA. / r \ -SEE ARCH. 11 I; • • - - - - - -- - I -- -- - - - -� I -�-2„ � -� - - - - - T.5. 4x4X3'Ib" � I 172' PLATE X4" X4.. - G8X11.5 - - --—- - - - - • • EACH SIDE (f) W i/ INE OF ` " " I/2' PLATE WITH CHANNEL �. \ I GMU WALL L u'2 PLATE X 9 X 9 *S�3 _ _ T.S. 4 X 4 X 3 16' -- (2) 3/4' DIA- --- . in �S ANCHOR BOLTS ANCHOR BOLTS -- -- C8 X 11.5 -� SEE - WITER AND WELD O T CHANNEL 3i Ib 2-12 AT CORNERS -GRIND SMOOTH U N 3!16 3" 3" 3/8" 5 F. PLATE 3/16 CONT. 3%16 2-12 �3 X 3 X 1/4 LEDGER f� / BETWEEN STIFFENERS WITH (2) 3/4' DIA. (� v DRILLED ANCHOR BOLTS 3/16 2 FRAMING DETAIL 3 FRAMING DETAIL 3' Ma. CONCRETE _ FRAMING DETAIL 5 FRA I M NG DETAIL G8 X II.5 , •2 V2 CSE�.SE w2TH SAAB ON METAL 2 CANDET 4 I = I'� " g 1 PER-TMETI ti A 3,40 DIA. 'DIN EACH END DECKING WITH bxb/10x10 ',\ 2, GANDET-5 I = I-m `, CANDET-3 I' = I'-m" CANDET-2 __ rte" WELDED MIRE FABRIC O ~ -3 X 3 x 1 4" ` SLOPE PER ARCH. = -E:.AER BET.rEE'v -- STIFFENERS «- s —., s « d PROVIDE 15 U BOTTOM' OF DESK ` BRACING PER S2 2 -- AT EACH ROD �° / LOCATION 0 • i 3 16 2-12/' N O P, 3 •6 GOVT. i i/ i '�- D 3 8' STIFF- P,-•ATE AT EACH ROD ..OKAY♦'CN 3 8" P.-ATE X 3" 3.16 ON STIFF. PLATE 1/4" X 9" X 4' WITH, _ FRAMING DETAIL (3) 3/4' DLA. A325N 2 . '' CANDET-1 I = I'-0 52.3 BOLTS C8 X 11.5 I SORE BEAM TO eS2.2 FIT INTO BEAM COPE WT OYER LEDGER CONCRETE SLAB AND —3,16 i 3/16tl��z METAL DECK PEf2 PLAN •2 t 2 CLEYISE WITH 1' DIA.PIN EACH END • ^ OMIT U2° 1 2" PLATE XBEAM /1 j STEEL BEAMS WIDTH F'LJS 3 lit" WITH 3WITHD TIdRANBUCKLE Q -__ .-----.-_-_ --_- .-- - _--.: .., PER PLAN (2) 3 4' CIG. A325N BOTS } L3 X 3 X 1/4" CONT. L3 X 3 X 114' CONT. \ WITH 3/4" DIA. DRILLED LEDGER �� � ROOF JOIST 2-12 / CMU WALL ( �` , '�' ANCHOR BOLTS AT 24" D.G. 1 PER PLAN 3/'6 CONT. T.S. COLUMN 3 16 T PER PLAN 4 �/ T.5. 4X4X3/16" � I WT PURLIN PER PLAN _ 3" MIN. CONCRETE SLAB ON METAL F— DECKING WITH bx6/'0x10 , 7 FRAMING DETAIL g FRAMING DETAIL q FRAMING DETAIL rlO"� FRAMING DETAIL la WELDED LAB FABRIC APRIL?-6 I" = I'-m" APRILI-� 1" = I'-m' APRILI-8 1" c I' • 5 52.3 -SLOPE SLAB 3 TO 4 - �2. 2, 2. -m APRIL'1•-2 f -SEE PLAN FOR DECK 2. O 4" SLOPE PER ARCH, CIS x 11.5 -7 3" I� Q R• i L3 X 3 X t,4" BETWEEN WT PURLIN AT 8" O.C. � ',,.,T^ PURLINS 3 •6 2-12 52.3 3 '6 CONT, STEEL BEAM PER PLAN L i CONT. L3 X 3 X 1/4' WITH 3/4" DIA, GRILLED ANCHOR ` BOLTS AT 24' O.C. 4X PLATE PER 52 2 I r_ 7_.., FRAMING DETAIL _ ,.� APRILl-I 3/4' -- - - _-.-_,-�►,�. -- . a4 CORNER BARS X 2'-0", (2) •4 X I'-0"('- TO MATCH TYPICAL TOPAND BOTTOM NORIZ. REINF. 4 CORNER BARS X 2'-0'� ---=- '- .- — TO MATCH TYPICAL "�3 16 LT--- HORIZ. REINF. 41-0 -- — ' -- - - - ,' TOP AND - I 3 SIDES — �TTOM LEDGkR "ER LINTEL PER __ _ _ -_ 6 STEfL CHANNEL CHANNEL ABOVE T� T- I I/2" — CHANNEL ABOVE I/4 PLAN _._ _...4_� �_,,... • PER PLAN 4 1/2" GMU PIER -SEE -� �I I STE-El_ BEAM STEEL BEAM \ I RE/I5i�.'r5 /PER PLAN PER PLAN I I > PLAN 3-'8' BENT PLATE X P" X IQ1" ` I I 3/A" BENT PLATE X I' ' WITH (2) 1,12' DIA. DRILLED m --- MAY 24, 2�d0m STEEL BEAM • t,4' PLATE X ' X CHANNEL ANCHOR BOLTS TO CMU I I 3 SIDES I WITH (2) 1/2' DIA. J - PER PLAN _ WIDTH 1D A 3' I�lITH C2) I/Y DIA. I 1/4 DRILLED ANCHOR " I � I I/2" TDRIL-LID O CJW ?NGHbR DOLTS 1 ,, 1 BOLTS TO GMU •, - - ---- 3 8 BENT PLATE ��� 5� O.C. 1/Y r 52.9 - 11/2' I I/2" CMU SHEAR _— -— ALL � 1 _ / \ MASONRY LINTEL, - 1 � PER PLAN - -- DATE-- 4/1/00+- � -- JOB 991550 a 15 FRAMING DETAIL- FRAMING Owh C►'I+c ' FRAMING DETAIL 12 DETAIL 13 FRAMING DETAIr14A3/4" L FRAMING DETAIL 2" PRTLI-10 1 y `. APRILI-3 1 e I'-m' W. APRIL 1-4 I _ I'-�" APRILI-9 3/4 = I'-Q3 LEWIS & VAN VLEF_T INC. CONSULTiNG ENGINEERS IMW 91w boofl•• road S2 . IS °� 1 - —___--- - -- --- -- OF SHEETS 6750 SW Bonita Rd. I SUP 2000.00179,SIT2000-00015 ►►*-- _. at911rA11■ 27 of 26 + rMrac arnva'k-.�! -- -- wnaiar C'r' •*- '11�11111111111111IIIIII11111111111111IIIII�IIIIIIIIi+IIIIIIIIIIIIIIIIIIIIII 11�IIIIIIlII�IIIIIIIII�l111111!IIIIIIIInll1!�nnt!!I"-'� n� tl! 11fl�llll IIIIIIIII II - ` LEGIBILITY' STRIP m 2 3 0 s i tlj aj IIIO if ,2 13 14 { Ie 1� 18 Is a_o 2, 22 �t f�4 2s 2'E y 128 29 30 -.._ B. Ow.n.I Ca Z I 11 OI NaNI 1 I Oa , i Oz r .r , "t . "xr ;s z� 4 I 282 UJ BON I TA ROAD r Ronald A. Tendick PLANT LEGEND �2� ORLGON ,`4 • • • • #101010 • • • • • • • • • • • • • • • • — — N 89 38 00 E — — — — — N85'12'Sh' • • • • • • • • \ • • • • • • 311.00 - NAME - SIZE - COMMENTS qpE �RG� • \ TREES T I 3 0 \� 'EM E N l MALus SARGENTI I Sargent Crab- (1 Irl' Cal. B4B) - (Matched standards) z _ _ \ ACER RUBRUM 'KARPICK' W 17 Karpick Maple - (3' Cal. 15415) - (Well branched) f--THUJA PLICATA 'FASTIGIATA' N ?@. © / - EXISTING TREE TO REMAIN UNDISTURBED OV U r S 89'2616. W - --- Hogan Cedar - l�' - S' 548) - (Full Plant, Branched to ground) a 0 i I I T T4 -1 -1 1111, *1 *1 1 ALNUS RUBR4 V • I Oregon Rea Alder - (2 " Cal. BIB) - (Well branched) c i a r, SNRUSS W o SWIBATAEA KUMASASA O O ' -- Dwarr Bamboo - (2 Gal. Cont.) - Space as shown U' E I a DR1'STACK BASALT WALL CORNUS STOLONIFERA 'KELSEYII' 0 m 0 a Dwarr Recitwlg Dogwood - (I Gel Cont. - Space as shown z cn SALIX PURPUREA 'NANA I O Dwarr Purple Osler Willow - (5 Gal. Cont.) - Space as shown 7771 COTONEASTER DAMMERI 'LO'J FAST' Bearberrg Cotoneaster - (I Gal. Cont.) - 3' 0,C. R40DODENDRON 'OCEAN LAKE' r Ocean Laka Rhododendron - (15' - IS, BIB) - Space as shown F---� I � Q CARE'.' mORROWII VARIEGATA 'EXPALI.IDA' Q+ Japanese Silver Sedge - (4' Pots) - 12' O.C. o I PROPOSED BUILDING CARER GLAUCA V r 1 Blue Sedge - 4' Pots - 12' O.C. CORNUS STOLONIFERA 'FLAVIRAMEA' E'er % 1 Yellowtwig Dogwood - (5 Gel. Cont.) - Space 0e shown � O ILEX CRENATA 'CONVEXA' O Convex Lear Japanese NoII - (18'-24' BtB) . Space as shown I , _ 0 _ JUNIPERUS SCOPULORUM 'GRAY GLEAM' ' GREY GLEAM JUNIPER - (5'-6' ace as shown em) - 3 p f DETENTION POND PLANTING Mix 1 N See Specification& Lo E-4 Lo ~ W N „ • 0 0 \ NOTE: 0 CIO • 1, ALL. TREES PLANTED WITHIN PARKING ISLAND, OR WITHIN -- __ • • \\ -- __---- 5' OF CURB SHALL B PLANTED• - BE N ED WITH 'DEEPROOT' TREE zl — ROOT BARRIERS - AVAILABLE THROUGH I-80tD-458-'1668 2. ALL PLANTING AREAS $HALL BE IRRIGATED UTILIZING 1 A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. • IIL 1 EXISTING PAUL SCNATZ FURNITURE BUILDING 1 l . -- --- - `- - REVISIONS 1 ' _ I-REM Cre•ntlYtorks. PC. --- -- Londecape Architecture — Envlronmentol Design Union Station r 0 NW 6th Avenue, Suite J17 DATE Portland, Oregon 97209 503 222 5611 - FILE 1 1 JOB 1 DWN CNK " PRE L 11"L I N A RY PL AN T I NCA ;�L AN N SCALE: 1' 20' - - S 89.38'00' w 8750 SW Bonita Rd. X SUP 2000-00139,3172000-00015 29 or 28 OF SHEETS �"�---�"'..w.,..w.,..r.�.ire....•---..._.......-...._.- --�^--...ear....--.._..—_..._� J \ATIYEH\991550\ , --- clomle�lll. � II I III Ilil I IIII IIII�I Illi i IIII IIII III�I IIII 'III IIII IIII I III—IIIII ll-,lr--IF-1 ILEGIBILITY STRIP IIIIIII I cm 10 11 12 1 IA _II.I-�IIII IIII !i_ll.l�lill III (_I_III IIII III.I.—III—I IIII lilt IIII _-,-...ter--_-'►-_..«._...-._...-..-......,_—....�� ____—�+--..�..--...-___ ., '� 19 20 21 22 23 24 2S 28 27 28 2 i fl 30 r all II 01 witflyll I � NONI • IOZ k �"WNW, loft"wilmmoy,10 .; M - ^' II