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HomeMy WebLinkAboutPermit D98-0253 - PARKWAY SUPERCENTER - PAD D (PURGED)D98-0253 PARKWAY SUPERCENTER PAD D Purged December. 2001 according to Public Records Relent ion Schedule and Destruction /\ tI0101iZlt 1011 dated August 3, 2000. Disposition Authority Number S00 -14. PANTY BUTT AROSSF. �j�ibtl��(II,hQ \� GART s p o r t COST PLUS WORLD MARK. 76,800 ELF. .a0 60.1110110 KRAUSE'S Sofa Factory 21200 8F. (E) THE BON 40,240 S.F. JUMPIER N1C. J SI1'E DATA- TOTAL STFE AF EA 'B' and 'BT 359975 SF. (824 ACRES) TOTAL THEATER 51,100 &F. 1}EATEF1 PARKIING 1,904 SEATS • 1/ 4 TOTAL SPACES REOIWED: - 476 SPACES Drug Ernporiu 25052 SF TOTAL STANDARD STALLS = TOTAL COMPACT STALLS • TOTAL HA C4CAP STALLS TOTAL STALLS PROV DED: TOTAL STALLS OVER REQUIRED - SITE PLAN 1" 8 0' - 0" 413 SPACES 113 SPACES 14 SPACES 498 SPACES 22 SPACES FUTURE BULDP10 (NJC.) AREA 'B1' TOTAL FESTAUFv4NT 7,800 SF. TOTAL RETAL 9,440 8F. RESTAURANT Pw9KMJG 7,800 S.F. • 10/1000 - 80 SPACES RETAIL PARKING 9440 SF. • 4/1000 - 38 SPACES TOTAL STALLS REOUOIED 118 WAS TOTAL STANDARD STALLS - TOTAL COMPACT STALLS - TOTAL HANDICAP STALLS - TOTAL STALLS PROVIDED - TOTAL STALLS OVER fEODUED - 9 Y S 1 •' ] O D >A D K E • D 1 0_ * _t �'_ _ - 6J- �- 0- -0 -e -Iio -4-1 .8. .CI--CJ- Li @1_0_ 0L ®. - --- $- Il• I n II I a a 1 1 ■ I i - u LA ,1,N1s (N) BU DING il:ei(liei [[ O ENLARGED SITE PLAN 2 (E) S TE SIGN GE 124 SPACES 7 SPACES 6 SPACES 137 SPACES 19 SPACES ,oR SITE PLAN NOTES A PROVIDE CONTROL JOINTS AT SIDEWALKS AS SWOUN OR AT 5 -0. OG. EACH WAY -. TYPICAL, EXPANSION JONTS AT 20' -0•. OO. TYPICAL B. EPP LANDSCAPE PLAN FOR ALL IRRGATION, PLANTING AND EXISTING LANDSCAPE CCNDIT104 PRIOR TO ANY WORK C. REFER TO ALL CIVIL PLANS FOR GRACE LOCATIONS AND COORDINATE WITH ALL LANDSCAPING, PYLON / MONUMENT ENT SGNS AND CATCH BASINS. D. CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL EXISTING SIGNS, MAILBOXES, FENCES, LANDSCAPING, ETC. TO AvOID DAMAGE DURING CONSTRICTION E. CONTRACTOR SHALL VERIFY ALL SITE DIMENSIONS AND CONDITIONS PRIOR TO EXECUTION OF ANY WORD AND SHALL NOTIFY TFE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED DUE TO HIS FAILURE TO DO SO. F. VERIFY ALL EXISTING LANDSCAPING ON THE SITE PRIOR TO ANY GRADING REFER TO LANDSCAPE PLANS FOR ALL NEW PLANTINGS AND ANY EXISTING TREES, 54-1R1165 OR FLOUTERS. G. PROVIDE ADDITIONAL LENGTH ON ELECTRICAL POLE BASES AT BIO- SWALES AND SLOPED LANDSCAPE ALAS (VERIFY) REFER TO CIVIL AND LANDSCAPE DOCUMENTS FOR ADDITIONAL INFO. N. ALL IS STOP SIGN5 ON SITE ARE TO BE REPLACED WITH 24• STOP SIGNS PER CITY OF TUKWLA STANDARDS, MOUNTED T ABOVE PAVEMENT. KEYNOTES — SITE PLAN 0 0 0 0 0 0 0 0 0 0 0 0 13 14 15 0 0 l8 19 20 0 22 23 0 25 26 2T 28 29 0 32 33 0 35 36 0 3S 35 EXISTING SIDEWALK NEW SIDEWALK LANDSCAPE AREA (SEE LANDSCAPE) ASPHALT PAVPG (SEE CIVIL) CONCRETE PAVPG PLAZA. AREA (SEE PLAYA PLANS) SITE SIGNAGE (COORDINATE WITH SITE ELECTRICAL) BIKE RACK (SEE DETAIL 5/Al2) DIRECTIONAL ARROWS / STOP BARS IEEE DETAIL 15/412) LIGHT POLES (SEE SITE ELECTRICAL) HANDICAP RAMP (SEE DETAIL I/A11 ( CIVIL DRAWINGS) PARKING STRIPING (SEE DETAIL 14 /AI2) CONCRETE LOADING RAMP HANDICAP PARKING SPACE (SEE DETAILS 2 4 3/Al2) NOT USED BOLLARD (SEE DETAIL 13/Al2) HANDICAP SIGN IEEE DETAIL 4 / 5 /AI2) TRASH ENCLOSURE (SEE DETAIL. 6 /AI2) LINE OF BUILDING CANOPY / COLUMNS KHAN LINK FENCE CONCRETE RETAINING WALL (SEE CIVIL / STRUCTURAL, TRANSFORMERS / vAULTS (SEE CIVIL DRAWINGS) TEMPORARY CURB. (REDWOOD STRIP) LIGHTED BOLLARDS (SEE ELECTRICAL) "LIMITS OF WORK" CONTRACT LINE "PANTED" ISLAND STRIPING CONCRETE STAIRS (SEE DETAIL 3/A13) CAST -IN -PLACE CONCRETE CURB (SEE CIVIL) SCREEN WALL (SEE EXTERIOR ELEVATIONS) TRASH COMPACTOR CART RETURN (SEE DETAIL 5/413) 1310- FILTRATION SWALE (SEE CIVIL) SOFFIT ABOVE DEMOLITION LINE PROPOSED PAD BUILDING (VILE/ MAN HOLE (SEE CIVIL) ALIGN (N) CURB WITH (E) CURB NOT USED STEEL FABRICATED STAIRS (SEE DETAIL 4/A42) 0 NEW CONCRETE COMMERCIAL DRIVEWAY AND SIDEWALK PER CITY OF TUKWILA DETAIL RS -9 o-� is ...---AREA UNDER BEPBiATE PER ANT 0X KEYNOTE (SEE ABOVE) KEY PLAN Wickes FU E 9F- NCO. LEGEND — SITE PLAN SEE PLANS AND NOTES FOR LIMIT OF WORK PROPERTY L. PARCEL LINES PYLON / MONUMENT SIGNS (SEE SITE ELECTRICAL) "EXISTING" PARKING CURBS PAINTED ISLAND STRIPING CONL.RE1E ISLAND (N) "COMPACT" PARKING SPACE "HANDICAP" PARKING SPACE STAMPED CONCRETE PEDESTRIAN WALKS BICYCLE RACK PAINTED DIRECTIONAL ARROWS LIGHT POLES (SEE ELECTRICAL PLAN) SIGNALIZED STREET / INTERSECTION TRANSFORMERS / VAULTS (SEE ELECTRICAL) REVISION CLOUD (SEE DELTA •) CONCRETE PLAZA AREAS (HEAVY BROOM FINISH) LIGHT BOLLARDS (SEE ELECTRICAL) "STOP" / °ONLY" DIRECTIONAL POLE SIGNAGE CR.SWALK STRIPING RIPING RECYCLE/ TRASH SEE 6 /AI.2 FIRE HYDRANT (SEE CIVIL DRAWINGS) GATGH BASIN (SEE CIVIL DRAWINGS) FIRE RISER (SEE CIVIL DRAWINGS) POST INDICATOR VALVE (SEE CIVIL DRAWINGS) D98-0z53 c PROJECT NO. 9"1111 DRAWN BY - IMP CHECKED BY DATE T -10-95 REVISION AA 7-29 -98 MAS GOORDINATICN BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503) 670 -0235 SITE PLAN RECEIVED CITVOFTUIPMLA sEP 2 3 1998 PERMITCENIER A1.1 . lue Sep IF,, IA 1,10 1. "r p9 fl( Z U 3 roA GL 91 10n � p P gEgpip i g M oaam��� " - - -�� m m mm��m ppVp m } rnu` ' m �. uiPlg u imp Z y dry G� m < ag 4 m D " g On no 0 cn z <A3 -'0 y r «v N rIIPM 0 m P g ° `_` a p � ' AMPAE V" c � qi mho gi U.$ Au h �� pp w o O N o m g pp p y 0 A z mg t bum -OVI 81 i PP b z gg b3 "g g p p P -'pp pppp pp Z. - ij O §�� � gt-li ��jAyg r g m g p7 � g � (1 Ya � A 200 A n tNaYbii��w o0�� 3Ntp -1 Sfik vliegtvgiWil me Pg oP b, m 6 m i n q A it F 6 w"; q) 0 3bn'N ab,ibiVWi EE <CC Vi M41411 HOP a plu 8= j m g8 UiOO"OU"O411 mU U _ m� "_ � ; V Ep n A -1m mA!!I��i�i�i , m il T 0 0 'I'. AA _ i PP 2 m° Dr gip W A m om A 6 m HP g D'7&- OV5' PUyl -037 � r>, 3n w0 m x "� z m z m m 0 O m z 11 g 110; 0 I i gkhl r 0 m 0 9 • v r p " fling n ;i ;1 A gIgli Ape % irk � fl g ; f 4 h r glg 1 o n g s41 P in13 trq ?; 111 g i 434 lqgp I 414 m gpi 441 pgig mm At 04P Ro 19 TD O i fl 1 E iol 5 1 1 :7: g x � m v N g W 2 N R D Pm m (A r om vD 0 2 ° xT r 1Z 6 v z 0) 4 - 7C D -m( • a (ID * (11; pj d � e x o n Z rn PARKWAY SUPERCENTER TUKWILA, WASHINGTON M, K M B K N O R T H W E S T i CONL,2Ii $ID= ••AUALYC--.. TYPICAL ,SLOP= SLOPE ,12 � MI2 ASPHALT PAVING-- , �'; , HANDICAP RAMP RE A11 03300 TRASH ENCLOSURE Sl'41 Fr. 1/4' = AT E=XTERIOR CONCRETE CONTROL JOINT RE, 411 - 425 SCALE' 3" = 1' 0 PANT SHALL BE VINYL PAINT M ING 1 SPECIFIC-4110N P - E'= A?70N 7Y'- P- 1 SE, TYPE II I 1111 -117p TRAFFIC PAINT_ A MINIMUM THICKNESS OF MILS DRY„ 16 MILS AEI. 1,4117 IN TWO 0) COATS, EACH COAT 4 MILS DRY AND S MILS WET. 4" L ADE PAINT STRIPE AU/ OJ COATS OF TRA,LC WHIT, PAINT WERT,' WI LOCAL ..URISDICTONS) 6• CONC. CURB, WHERE OCCURS (RE= CIVIL FOR TYT c) CONC. { ±qZA SIDEWALK / „ rISEE 517E PLAN) 6 9.17' MIN. - STANDARD 8'-0• MIN - COMPACTS RAISED DETECTABLE TEXT_ PER STATE WARNING GURFAC€ 41YIDICAP ( vERIFY CONCRETE PATTERN CODE STATUTES WITH LOCAL JURISDICTION) FLUSH CURS LINE OF WHEELSTOPS 6 ..6 CON. CURB SLOPE TOP TYP. 6" CONC. SLAB PIED. BROOM FNISN CONC. SLAB TO MEET FLASH WTH ASPHALT PAVING TYR 6"' WIDE CONC CURB TYP. SEE SITE PLAN 6" OL& BOLLARD TYP. SEE SITE PLAN HOLDBACK AT I1J LOGS. SLEEVES TYPICAL DOUBLE LEAF CHAINLDHK FENCE PROVIDE NECESSARY BRACT AND WHEELS ON EACH GATE FOR STABILITY 03300 NOTE ANY PARKIWG STALL MAY BE REDUCED 7-O IN LENGTH (FROM STD, FULL SIZE) IF 11 IS PROVIDED WITH LANDSCAPE, WH,ELSTOP OR CONCRETE CURB. (SEE LOCAL CODES) 0 O PARKING STRIP RE' ALI 2 SCALE: 1/8" = 1-0" 0 4 HANDICAP SPACE SCALE: 1/8' = PROVIDE /2) (4 9 32 OZ. REBAR VERT. 9 EA C.m. CORNER CELL CONDITION W/ (2J id DOWELS INTO FTC, TO ALIGN W HORIZ j REBAR 9 24 O.C. ' - N i4 VERY'. REBAR 14 DOWELS MX x 9•) AT 32 OL GRADE S� '■ L- � iv'! u—' t4 !2�AR EA S ' PAVING IRE: CIVIL/ i 8 9 FTC. PROVIDE 3' OF RE PI REBAR CONT. AT CONCRETE 9 5¢7,5 F BOTTOM OF BAR In MRL NOTE: PA)ET ES T STENCIL WHITE WITH BLUE BACKGROLND RAPID (VERFt ACTUAL LOCAT11 A ON PLA7.4 PLAN) 4• PANTED 041TE O $ SECTION 0 WALL HTS. AT EXTERIOR CONCRETE o O EXPANSION JOINT RE: A2_1 - 425 14 19 SCALE: 3" = 1' -0" 03300 1 NOTE ALL DIRECTIONAL ARROWS 4 STOPBARS ARE TO BE APPROVED BY LOCAL OR STATE JURISDICTIONS FOR ACTUAL DIMENSIONS 4 COLOR INSTALL RAISED PAV'MENT MARKINGS, THERMO PLASTIC - STOP, WALK BARS AND TRAFFIC ARROWS AT SIGNED INTERSECTION, PER CITY STANDARD RS-18 TYPE 'A' 8 "x4'kib" C.M.U. SLOPED CAP - COLOR TO MATCH BUILDING CJ'11.1. TA. GATF TO MATCH WALL. HEIGHt. 8'k8'k W SPLIT -FACED CJtLL SOLID GROUTED. (PAINT TO MATCH BLOT,. COLOR) CHAIN LINK GATE - SEE DETAIL 1/A1] 6,4; CONCRETE CUB SLOPE TOP TO SLAB AI CONCRETE SLAB WITH r7E STEEL WIRE FABRIC ON 6 GRANULAR BASE GRAM PROVIDE MEDIUM BROOM FINISH 4' SCALE= 3" = I' - O" STRIPING 9 CENTER LANE (TYPJ PROVIDE VERBAGE AT ALL STOP 4 'ONLY' STOPBARS (VERIFY SIZE, STYLE 4 COLOR W/ LOCAL JURISDICTIONS) (TYPICAL) NOTE PAVEMENT STENCIL WHITE WITH BLUE BACKGROUND SPACE SCALE- 1/8" = 1-0" C SECT!ON 0 GATE HTS. O EXTERIOR SLAB i 0,r UJ O 31� 1'-(7' WIDE PAI STRIPING (VERIFY W/ LOCAL CODES) TYPE 'E' TYPE 'C' STANDARD TRAFFIC REGULATION "STOP' SIGN 4 POLE SEE SITE PLAN FOR LOCATIONS NOTE: PROVIDE GALV. 11n.. 1HI4GES 4 LATCH EQUIPMENT IF DROP BAR 4 GATE HOLDBACK SLEEVES 9 RILL OPEN POSITION FOR EACH GATE AND AT CLOSED POSITION. METAL CAP WITH FULL WELD GRIND SMOOTH MAN LINO FENCE (WITH SLATS) STEEL POSTS CEMENT 1:'4944 SLOPED I" ABOVE PAVING PAVING (RE: CAVIL/ RE All CONCRETE FOOTING RE: 42.I -A25 03300 NOTE PANT SHALL BE VINYL TRAFFIC PAINT MEETING FEDERAL SPECIFICATION TT- P- 115E, TYPE III 'TUHITE" TRAFFIC PAINT. A MINIMUM THICKNESS OF MILS DRY, 16 MILS WET, LAID DOWN IN TWO (2) COATS, EACH COAT 4 MILS DRY AND 8 MILS WET. � C DIRECTIONAL ARROWS AND STOPBARS DETAIL RE: ALI I 15 SCALE: V2" = 1'-O" 0 HANDICAP SIGN Rc 1 /412 SCALE' 1/2" = 1'0" I NOTE: W VERIFY ACTUAL SLccrE DEPTH, WIDTH AND LO....ATIONS ITH GATE MIANUFACTURER HOLDB GATE CK SLEEVE SCALE: I I/2" = I' -0" 9 .. (45415 DETAIL IT TO BE USED AT ALL PEDESTRIAN WALKWAY CONNECTIONS) CONCRETE WALK GATE DROP BAR SET SLEEVE FLUSH WITH PAYING AND 5E7 IN SEALANT. CONCRETE/PAVING &1RFACE RE 6 /AI] 02831 CD FLUSH CURB DETAIL RE -42.1 -425 ' 1 SCALE' 3" = I' -0" 03300 SCALE: 3/8" = I' -0" LAZA CONCRE SLAB ON TE GRADE HANDICAP RAMP SCALE= I/4" = I' -0" VERIFY ACTUAL NUMBER OF BICYCLE STALLS PER LOCAL JURISDICTION BIKE RACK SCALE' 1/2" - 1 - BOLLARD SCALE' 3/4" = 1' -0" Dq8-0Zb MASONRY WALL 11-11 -1 I I i1 1i1 111 -1 1 11=111 _ 11° 11 —I 1 =111 ° -111 111 111 -1 1 1 -111— 1 1 — E111 — , 1 =111 =111 1 1= 111 11 FI 11 -1 1 1 E1 1 - —1 1= AEI CONCRETE FOOTING 6" SEE STFdUCTURAL 1 MINL i T MIN. T NOTE' VERIFY AND COORDINATE PERIMETER FOOTING DRAINAGE SYSTEM WITH SOILS REPORT REQUIREMENTS. L W r z W 0 RE: ALI f \ BICYCLE RACKS w VERIFY LOCATION PRIOR I LL��JJ 7 INSTALLATION (SEE SITE PLALA N) VERIFY COLOR INSTALL RACK ACCORDING TO MANUFACTURERS P.EQUIRE41055 PROVIDE FOUNDATION PER DRAINAGE GRAVEL WITH FILTER FABRIC WRAP SEE SPECS SECTION 02101 PERFORATED TUBING WITH DRAIN GUARD. 02810 RE AU ROUND CONCRETE GAP 05500 RE= Ai.; RE: 6 /A1.2 RECEN C(IYOFNK 'NIIA SEP 2 3 1998 PERMIT CENTER C c -- D DRAINAGE DETAIL RE A4.I -44.3 N SCALE: 1" = I' -O" 02101 PROJECT NO. 91111 DRAWN BY CHECKED BY DATE 1 - 10 - 98 REVISION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 SITE DETAILS A1.2 I KEYNOTES - FLOOR PLAN 0 CD tit CONCRETE SLAB WITH REINFORCING, OVER VAPOR SAMMIE*. (SEE STRUCTURAL, C.1, WALL - SEE ELEVATIONS FOR CMU TTY¢, ALUMINUM SYSTEM L'INE OF CANOPY ABOVE. =LNG DOOR ROCP ACCESS LADDER SEE DETAIL 24/A6.1 !ROOF !HATCH, SEE DETAIL 15/A67 YREFNS ED DOCK .P OOD WITH MTREGAL GUTTER ...LEVELER. 3 T'ETAL STJJD PURRED SALL WITH BATT INSULATION BL ' INSULATION NOTES WALLS - -. WALLS LIMN R -1I BAIT MSWLAT INSLATIDN . s1A9 PPRn'ETER - R =10 T• FLOOR PLAN NOTES A. ALIGN MASONRY - MODULE arr. FINISH FLOOR AT POO NG = WOWED 5. TOILET ROOMS TO 1.Y.. 'UNDER TENANT IMIPROWLTIT DOCUMENTS M COMPLIANCE wiTw LBC CHAPTER 29. � 3• -4•I. �. 20' 22•_4 - "' 2t 40._0, 60 Lk 0 0 FLOOR PLAN / PLAZA PLAN LEGEND - FLOOR PLAN COCA NATTER - SEE DOOR 9 OHEDIILE Vtl7 -- - -L� NEW 01111 WALL 6" MI1 __ STUDS • 16 OC. WITH SOUND INSULATION To STRUCTURE ABOVE UND. STOREFRONT SYSTEM • SEE VAS.! t 2 /A5.I LINE OF CANOPY ABOVE NEW COLUMN - SEE STRUCTURAL ROOF DRAM LEADER (NJ COL RD KEYNOTES - CEILING PLAN LEGEND - CEILING PLAN O O SYNTHETIC PLAATER SYSTEM. O SOMIT VENT Ui11H INSECT SCREEN. O RECESSED LIGHT FIXTURE. o NOT USED O 2•-0• WIDE x 314 PLYWOOD CATWALK SEE W4LL SECT oN3 L/ 0 9 0 n SW EXTERIOR GYPSUM SOP'IT BOARD. Ei ECT=AL) CANOPY ACCE286 PANEL, SEE WALL eECnONS ROOF ACCESS HATCH, SEE DETAILS 6 124/A*J GYPSUM WARD CEU.N4, CANOPY DRAFTSTOP - 24 I A1.1 CEILING PLAN NOTES A DRAFTSTOPS SHALL BE LOCATED AT A MAX DISTANCE OF 100-0 AT SPf1UdQszED E UILDINC>S. AND 60• -0 AT NON- SPRSKLERED BUILDINGS. B. CANOPY 5&&AGE J -BOX LOCATIONS SHALL HOVE A 20 AMP CIRCUIT TO TENANT PANEL AT 6'-0• AFF, INSIDE CANOPY WALL. C- CELIYA HEIGHTS SHOWN ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FNL44 CEILING. A ALL WVAC. WORK TO BE DESIGN MILD. B. MUMMY Y OUTDOOR AIR REQURETENTS FOR VENTILATION PER WABHI GIL,l STATE VEMLAT1ON AN1D INDOOR AIR DUALITY CODE TABLE 3.4. REFLECTED CEILING PLAN 1 /16 " =1' -0 CJ. ELI. O SEE ELECTRICAL TER LOWS J -WOX - SEE CEILING PLAN NOTES — CANOPY DRAPT6TOP - SEE 24/471 INTERIOR DRAPTSTOP - SEE VWSJ . 2/45 SOFFIT WARD C .�TiTI JOaNI" - SEE WATJ SOFFIT BOARD EXPANSION JOINT - SEE 22/A1l ACCESS PANEL CATWALK ABOVE SOFFIT KEYNOTES - ROOF PLAN BUILT -UP ASPHALT BITIMNOUYS ROOFING. PETAL CO NN. METAL WALL FLASHING - SEE DETAIL T /AbJ METAL GUTTER AND DOW SPOUT SYSTEM, SHEET METAL DOWNSPOUT t SCUPPER 0114 Oc ee3 -LWi1 SEE DETAILS - 16, 17, B, 20 AND 22 /Abl ROOF SUMP - SEE DETAIL 2I/A61 SHEET METAL ROOF VENT AT 20' -, O. TYPICAL.. CORNICE (DASHED LINE NDIC4TE8 WALL BELOW. PREMISED DOCK HOOD SETH INTEGRAL GUTTER. ROUTE ROOF DRAIN AND OVERFLOW DRAIN DORN THRO(KAH MASONRY COLUT - SL SEE WALL SECTIONS. CONCRETE SPLASH BLOM RCCF HATCH - SEE DETAIL 6 /A6J LOUVERED WALL VENT, SEE DETAIL IVAb2. MECHANICAL ZONE. =ORDINATE LOCATIONS WITH STRUCTURAL AND MECHANICAL. SEE DETAIL 12/461 PROVIDE CRICKETS AS REQUIRED AT HIGH SIDE FOR PROPER DRAINAGE. PROVIDE CRICKET - SEE ROOF PLAN NOTE 'B'. PLUMBING ROOF VENT, SEE DETAIL 19/A41 ROOF PLAN NOTES A INSTALL VALLEY AND RIDGE FL46FSIN4 PER MANUFACTURERS INSTRUCTIONS. B. AT CRICKETS, S EE EDGES AT THE BASE SE V OF THE CRICKET MUST BE BEELED TO ACHIEVE A SMOOTH TAPERED TRANSITION TO THE PLANE OF THE ROOF DECK THIS IS THE RESPONSIBILITY CF THE DEC: CONTRACTOR. C. PAINT ALL EXPOSED SHEET METAL NOT SCHEDULED FOR PREFNISH. D. PAINT ALL ROOF TOP EOUIPM@NT TO MATCH BUILDING COLOR AS SELECTED BY ARCHITECT. E PROVIDE ROOF HATCH AND LADDER COORDINATE EXACT LOCATION WITH O INER AND TENANT - SEE DETAIL 24/A6J F. SPACE WALKPAOS AT MECHANICAL UNITS TO ALLOW FOR DRAINAGE. IT-4• I2' -5" j.' -1/ 24• -1" . 61' -8" TOP v m TOP. 1 /16 " =1' - ROOF PLAN 24' -T• LEGEND - ROOF PLAN IDA TOM - TOP. - RC DS - K EY PLAN MECHANICAL UNIT ZONE TOP OF SHEATHING TOP OF MASONRY TOP OF PLATE OVERFLOW DRAIN ROOF DRAIN DOIiNSPOUT ® ® Dct PROJECT SITE CE W Z F W o 0 : CC 2 UJ D co a C Q 3 EM H PROJECT NO. 9Till DRAWN BY SST CHECKED BY DATE 7 - 10 - 98 REVISION A 1-29 -98 N1A6 COORDINATION 9-14 -99 OLG REVIEW 1111A2 -IDIW BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD: SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 RETAIL PAD 'B' PLAZA FLOOII, REFLECTED CEILING, AND ROOF PLANS A2.1 FINISH SCHEDULE e C.-, 1 - WITH CENTER SCORE e e T.7 C11W. - SP LIT FACE SPLIT PACE WTH CENTER SCORE CYIJJ. - may' -"„,-ID 4" S'IDDTH PACE G•'CONCRETE CARE/BASE NC2N CONCTT T€ COLUMN CURB ALLIMINam STaFEERONT SYSTEM - SEE I /AS:I a 2/AS.1 ACCENT - SEE DETAIL STNT+$T:i ,ASTER SYSTEM I -1II• REVEAL - SEE (DETAIL Is/Alt REVEAL - SEE (DETAIL 16/A'.I 9tt1. METAL STANDNG SEAM ROOFING SYSTEM 'PETAL •OPh•n M1 1 ANEOUS T'ETAL STEEL DOOR Aim PRA, CD NORTH ELEVATION A A e e m SYMBOL DESIGNATION ACCENT SOFFIT ACCENfi IT STEP RECESS WEIGHT COILNG DOOR PREF/NiSo-ED DCC1C «cOD WITH MTY.EGAL GUTTER O 3 SOUTH ELEVATION SCALE: VW • 1' -0" BOLLARDS EXTERIOR LIGHT - SEE ELECTRICAL M) PREFABRICATED STEEL FRO'S AuNNIG W/ METAL ROOFING - SEE SECTION BATTLEMENT - SEE DETAIL 19 t 20/A6� (E) CRWOPY, PANT (N) CANOPY RECESS Lk SYNTHETIC PLASTER SYSTEM, SEE SECTION CORNICE W/ SYNTHETIC PLASTER SYSTEM SEE SHEET A4e PROvIDE BLOCKING FOR SIGNAGE VERIFY wf ARCHITECT PRIOR TO FRAMS. SYNTHETIC PLASTER REVEAL - SEE DETAIL 14/411 WOOD TRELLIS SYSTEM Mt CONC. TILT -UP BABIES- RUS ICONS PROVIDED BY TENANT NSTALL BY CONTRACTOR - SEE SPECIFICATIONS tat SCREEN WALL - PANT WALL SCONCE PROVIDED BY TENANT INSTALLED BY CONTRACTOR ee 0 AM ATI AM. I ° I L SIM. FINISH /COLOR STYBCL DESIGNATION e e e AIM COLOR C -I MILLER cucsW SOLO WHITE COLOR C -2 HENR' SAO-4 COLOR C -3 MILLER ee0311 OLDE FASHION COLOR C-4 •11LLER 5502W SILVER M0420011 TRREsuOLD GRAY COLOR C-9 11ILLER' 8125.0 CLAY BEIGE COLOR G-b 91MBAKED SAND COLOR C -1 MILLER 8233M CRISP KHIYtl COLOR C-5 COLOR C •9 BEAR' 3441 -3 FBMORY VIOLET S.RURN WILLIAMS SEMI -GLOSS BLACK COLOR C -10 'BEHR' 3E31.2 LYNX COLOR C -II 'BEHR' 3B31 -7 PARTRIDGE WNG COLOR C -D MILLER 880111 STUDIO GRAY COLOR C -B MATCH ADJACENT COLOR m 'N EPO N'1 WILLIAMS' e COLOR c -I4 e4121A9 MOM MAWS e COLOR C -15 MILLER SSYJW GRAY DI., e COLOR C -16 'BE141N 3445 -3 STATELY LADY e COLOR c -IT 'BEHR' 2843.6 WATER ROCK e COLOR C -I5 MILLER SMOKE e COLOR C - 19 3.449 e COLOR C -20 . 111PERI4L PAINT' DTM RED GLOSS j 1 COLOR C.21 'M POI'IP4DOUR 22 COLOR C•22 'BHP' JADE GREEN 23 COLOR C•23 'BHP' REGAL BLUE e COLOR C -24 'BFIP SNOWDRIFT UNITE 29 COLOR C -29 'SNP' OLD TOWN GRAY ' 7 mm ELEVATION NOTES I. ADABT TOP OR ROOMG ELEVATION 49 REauIRED BY SITE CONDTTPONS AND AS REOLIRED AND DIRECTED BY SHE SOILS ENGNEER 2. ALL CONCEALED MASONRY u14_L AREAS 9uALL BE SMOOTH TYPE CML KEY PLAN O WEST ELEVATION O EAST ELEVATION SCALE: VS" • 1' -0" m • ❑ A1J SIH m O ELEV I ION O ACCENT DETAIL •l F. I " . 1._0.. o "08-0253 e D E 28' -3" - OFF$ Top. 24' -0• - AFFJ\ TOPI� 22' - - OFF. TDP. 12' -0" - .OPY 10' -0" - OFF. TDP. 0' -0" - AF.R TOP B SECTION 0 XTs. REC ENeu OtTY OFTUKWIIJI SEP 2 3 1998 PENMROENTER PROJECT NO. 47111 DRAWN BY SST CHECKED BY DATE T - 10 - 98 REVISION ,L 7 -24-98 MAS GOORDINATION Q 9 -14-98 OL6 Z REVIEW BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 EXTERIOR ELEVATIONS A3.1 WALL SECTION KEYNOTES NOTE : 1,11S LIST OF KEYNOTES 15 THE SAME FOR SHEETS 4.41 AND 442 8UT ALL KEYNOTES ARE NOT 1.E APPLICABLE TO BOTH SHEETS. ?'� CONCRETE CNJI¢B -SEE CIVIL 4' CONCRETE PLAZA WITH 6 x 6 WA x W+ 1.u, OVER b" COMPACTED GRANULAR FILL. ▪ CONCRETE FOUNDATION SYSTEM - SEE STRJCTURAL r SAND OVER VAPOR BARRIER OVER 1" SAND OVER COMPACT.. GRANULAR FILL - SEE °w"'•LS " FOR GRANULAR ?W1. REDuRE -ENTS WNDISTURBED SOL, 0 PERIMETER FCAND,ION ORAN - ?EE DETAIL I7/412 ASPHALT PAVING MATCH f SLURRY COAT) - SEE CIVIL CONL.NX ix SLAB , WITH R.ENFORCNG - SEE ST2JCTURAL O 0 Mr FIBER EXPANSION JOINT FILLER PROWCE SEAL., AT EXTERIOR - SEE DETAIL 10/Al2 CANOPY SECTION AT STOREFRONT SCALE: 1/2" = 1' -0" CM. WALL - SEE ELEVATIONS FOR CPW. TYPE ANC SEE GENERAL NOTE •A• BELOW. FOR R ^ WLATION F£a IRE7- M6 ALU-1NJ-1 STOREFRONT SYSTEM SYNTHETIC PLASTER SYSTEM OVER Iy• ExT. RIGID RLA&4T1O WTH DRAINAGE SYSTEM OvER 1.447ER3.41I•ENT AND WALL SHEATHING REVEAL - SEE D7L. 11/41.1 nISC- FRAYING - SEE ST'21CTURAL ROOF FRAYING - GEE STRXTURAL BEAM • SEE STRICTURAL CANOPY STEEL FRAY,NG - SEE STRICT. L 52" TYPE 'X' GYP. BD. 2' -0• WIDE BY 3'-0 HIGH • ITT" PLYwOOD ACCESS PANEL - HINGE AT SIDE. WIT. LATCH AT O( SIDE. (LOCATE PER REFLECTED CANOPY PLAN) SOFFIT VENT WTM INSECT SCREEN EBBED LIGHT FIXTURE - GEE REPLECTED comma PLAN/ SR` EXTERIOR 60FFIT BOARD 2'... WOE x 3/4' PLYWOOD CATWALK TENANT SIG AGE NIG. -SEE ELECTRICAL. FOR J BOX LOCATION PLYYUOD ROOF SHEATHING - GEE STRUCTURAL. WALL SATT .BLLATION 1241 lA1FftKIVI ROOF BAT., INSULATION R-2t M%NM'- M PETAL STANDlG SEAM !ROOFING 6Y61O'1 BUILT -UP ASPHALT B111.1 ROOFING PREFIN16+ED PETAL CAW R ASHRG PETAL YIALL FLASHING - SEE DTL 1 /A6J J 0 0 0 O O 2 CANOPY SECTION AT STOREFRONT SCALE: I/2" = I' -0" METAL GUTTER SYSTEM GREET METAL 004 16600 f ROUTER W/ OvER'LCW 662 DETAILS - 16. 11, f 20 46.1 ROOF 6LAIP - 6E2 OIL 21/ 46.1 ROOF DRAM AND OVER LOW ORAN PROVIDE CLEAT ON EXISTING PARAPET FOR FOR NEW COPNG.sLA$N PETAL $T4_ E SEAM AWING 41 TUBE STEEL 6TRNGTURE GEE DETAIL B /47J CANOPY WALL vEK. SEE OIL IV 452 [E) CONCRETE FOINDATON $ •$1V TO IE1AN !E1 CONCRETE 61.415 TOR RAN !E/ ROOF 6TRIXTURE TO RERAN !E1 CANOPY f UNFIT TO PIEMAN !PATCH f PANT/ (E18WLT -UP ASP., B+TU•I04OU5 ROOFING TO BE IPATO-ED i� /E) ROOF ORLAN TO SE CAPPED Orr FRO"T !E) CANOPY • !E) STOREFRONT TO R9'YAN O !E) 9TRITORPrE TO RD... [PANT) O LINE OF (N) CANOPY' - BErO+A RELOCATE !E) ROOF MAN 45 NECESSARY • GEE ROOF PLANS FOR PROPOSED LOCATION • CANOPY ROOF VENT - SEE SPEGIRCATIONS O STN PLASTER SHAPED BuTTRE96 O !E) TO BE OEMOLISNED O SYNTHETIC PLASTER KEYSTONE ACCENT O CONCRETE SPLASH BLOCK INTERIOR O 3 WALL SECTION SCALE: I/2" = I' -0" • WALL SCUPPER -SEE DETAIL XX/AXA • FIRE SPRINKLER AT 00 CANOPY ® DRAIN LINE ® (E) MECHANICAL SCREEN - PANT O (E) RCCF 4T SIR. CONDITION O DECORTIVE STEEL FRAME • (E) CANOPY TO REMAIN O PROVDE 6" HOLES a 24" OG. FOR 1.,,NTALA T ICN ® ROOF STRUCTURE • 51MULAR CODITION - VEF`IF, EXISTING CONDITION GENERAL NOTES A ALL EMERIOR CONCRETE BLOCK CORES !EXCEPT AT CANOPY' COLUMNS) ARE TO BE riLLED. 4T LEAST 50% OF CORES MUST 8E FILLED WITH VERMICULITE OR EOUIVELENT FILL INSULATION PERIMETER SLAB INSULATION R -10 MIN. (TYP.I CANOPY SECTIONS INTERIOR O WALL SECTION 4 SCALE, 1/2" = I' -0" Aft T.O. SHEATHING fRE: ROOF PLAN B.OSOFFIT Cr E. H x Z g x W O K-I 044 pa W a CO < z O z z x fte 3 a Q W L PROJECT NO. 9lIIl DRAWN BY JMP /557 CHECKED BY DATE T -10 -98 REVISION Q 9 -14 -98 OLG REVIEW BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO. OR 97035 (503) 670 -0234 FAX (503) 670 -0235 i RECENED TY OFTUKWILA EP 2 3 1998 PERMROFMER A4.1 0 CD ALL SECTION KEYNOTES NOTE — HIS LIST OF KEYNOTES IS THE SAME FOR SHEETS 44.1 AND A42 BUT ALL KETOTES ARE NOT NEC_ESSARIL Y APPLICABLE TO BOTH SHEETS. ASPNALT'PAVIG MATCH N SLURRY COAT, - SEE CIVIL CONCRETE CURB • SEE CIVIL. 4" CONCRETE PLAIT .WIT+I 6 . 6 W14 . W A Ww.F OVER 6" COMPACTED GRANULAR FILL. CONCRETE POISCATION SYSTEM - SEE 9TRUCTJ42AL P SAND OVER VAPOR BARRIER OVER r' SAND DAR COMPACTED -GRANULAR FLL - SEE SOILS REPORT FOR GRATWLAK PILL REOURETENTS • UNDISTURBED SOIL • PERD.it ir.K FON.mATi0N GRAN - SEE DETAIL TT(AII CONCRETE SLAB wrTl -IRE INFORC'ING - SEE STRUCTURAL SRI' PEER EXPANSION JOINT FILLER PROVIDE SEALANT 47 EXTERIOR - SEE DETAIL 10/412 WALL SECTION SCALE: 1/2" = V -0" CMU. WALL - SEE ELEVATIONS FOR CM. TYPE AND . SEE < NOTE 'A' EELOW, FOR INSULATION RECUME'FlNTS ALUMINUM STOREFRONT SYSTEM 9NNTHET'IC PLASTER SYSTEM OvER ih" EXT. RIGID INSNLATION WITH DRANAGE SYSTEM OVER UNDERLAYPENT AND WALL 91EAT.0 G REVEAL - SEE DTL. ILATJ MSC. FRAMING - SEE STRUCTURAL ROOF FRAMING - SEE STRUCTURAL BEM - SEE STRUCTURAL CANOPY STEEL FRAMING - SEE' 911NIGTURAL 9/9^ TYPE 'x' GYP. BD. 2' -0" WIDE BY 3'•0' HK=N - IR" PLYWOOD ACCESS PANEL - HINGE AT SIDE, WITHIN LATCH AT OPPOSITE SIDE, (LOCATE PER REFLECTED CANOPY PLAN) SOT, VENT WTM INSECT SCREEN O 2 WALL SECTION SCALE: 1/2" = I' -0" RECESSED LIGHT FIXTIOE • SEE REFLECTED CEILING PLANS E/6" EXTERIOR SOFFIT BOARD 2'-0• WIDE x 3/4" PLYWOOD CA1WALK TENANT SIG NAGE NLC. -SEE ELECTRICAL FOR 04x. LOCATION PI.11LCOD ROOF 1144EATNING - SEE STRUCTURAL WALL BATT INSULATION ROOF BATT INSULATION METAL STAR:M G SEAM ROOFING SYSTEM EUULT -UP ASPHALT BITUMINOUS ROOFING FREFMISIED PETAL CAP FLASMING METAL. WALL FLASHING - SEE DTI. 1/46J TYPICAL O COLUMN DETAIL SCALE: 1/2" = I' -0" 0 0 0 METAL GUTTER SYSTEM 3042/2T METAL DO NISPOUT N 6CURPER W/ OVERFLOW SEE DETAILS - 16, H, N 20 A61 ROOF 601P - SEE DTL 21/ A6) ROOF DRAM AND OvERFLCW DRAIN PROVIDE CLEAT ON EXISTING PARAPET FOR FOR NEW COPMG,RLASIA G PETAL STANDING SEAM AWNING N TUDE 9/EEL STRUCTURE SEE DETAIL 13/A1J C4NOPT• WALL VENT, SEE P11. WA62 (ET CONCRETE FOUNDATION 6YETVI 70 REMAIN (E) CONCRETE SLAB TO REM4M (ES ROOF STRUCTURE TO REMAIN (M) CANOPY I SOPRIT TO REMANN (PATCdU N PANT) CONCEALED LOUD -DQLN 4 (E) BWLT -UP ANPMALT 13 1ME1 IN ROOFING TO BE PATCHED O (E) ROOF ORAN TO BE CAPPED OFF FROI'1 (E) CANOPY O (E) STORE SANT TO REMAIN • (E) STRUCTURE TO !SIMIAN (PANT/ • WNE CF (N) CANOPY - BEYOND RELOCATE (E) ROOF DRAIN AS NECESSARY SEE ROOF PLANS FOR PROPOSED LOCATION • CANOPY ROOF VENT - SEE SPECIFICATIONS O SYN. PLASTER SHAPED BU SS • (E) TO BE DEMOLISrED • SYNTHETIC PLASTER KEYSTONE ACCENT 5( CONCRETE SOLAR+ DLOr°, FASTENER • I, OL. 01ITH SEE DETAIL 3/46.1 - SIM. FRAMING. SEE STR ORIRAL SEE SECTION SEE DETAIL 3/A61 - SM, SLOPE SEE SECT NOTE: SEE DETAIL 3/AS.1 FOR ADDITION._ INFORMATION O CORNICE DETAIL SCALE: I -I/2" = P -0" NOTE: SEE DETAIL 3/46.1 FOR ADDITIONAL INFORMATION O CORNICE DETAIL 5 SCALE: 1 -1/2" = I' - -- "SEE SECTION O WALL SCUPPER - SEE DETAIL XX/AXA O FIRE SPRINKLER AT (N) CANOPY' O DRAIN LINE • (E) MECHANICAL SCREEN - PAINT O (E) ROOF AT 51M. CONDITION ) DECORTIVE STEEL FRAME O (E) CANOPY TO REMAIN © PRO /IVE 6" HOLES • 24" 00, FOR VO4TALATION O ROOF STRUCTURE • SIMULAR CODIT104 - VFW," EXISTING CONDITI GENERAL NOTES A- ALL EXTERIOR CO NWRETE BLOCK CORES (EXCEPT AT CANOPY COLUMNS) ARE TO BE FILLED. AT LEAST SON OF CODS MIST IST BE FILLED WITH VERMICULITE OR EOUIVELENT FILL INSULATION. SEAL ANT TYPE (5 -V FRAMING, SEE STRUCTURAL SYNTHETIC PLASTER SYSTEM CONCEALED HOLD -DOIN FASTENER a 12" O.G. PLYWOOD SHEATHING CONCEALED HOLD -DOWN FASTENER ®12" O.C. SEALANT TYPE (5 -V u �i SYNTHETIC PLASTER OYER F=ILYWOOD N8-0253 9 CANOPY DETAILS RECEIVED CITY OFTUKWEA SP? 2 3 1998 PERMIT ENT0( PROJECT NO. emu DRAWN BY SST CHECKED BY DATE: - 1 - IOs1S REVISION 9 -0 -95 OLG RENEW BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 A4.2 0 SI' GLE ENTRANCE : -X 0 DBL. ENTRANCE OSSOO MULLION SCALE: 3 " = 1"-0" DEM151 DOOR TYPES and SCHEDULE SCALE: 1/4" STOREFRONT ELEVATION sr 174 ": = 1' -0" ION iERIOR I INTERIOR AT DOuttANG WALL MULLION SCALE: 3: = 1' -0" STOREFRONT JAMB SCALE: 3" = 1'-0" . _- 5'4 -_ —ti- A11T7. 570PEFRA.T ALl1. STOREFRONT SYSTEM SYSTEM FOR GLASS TYPE SEE SPEC, SECTION COSOCI NO Et ; VMT CAL MULLIONS SIMILAR RR.: ELEVATIONS) I ENCEROR I RE: 422 08410 EXTERIOR I FE: 2/45.1 0E3410 ALUMNI, CLOSURE CHANNEL TO MATCH STOINT - EXTEND TO CEILING ALUMINUM STOREFRONT SYSTEM NEOPRENE GASKET x 1" x FULL STOREFRONT HEIGHT 08410 FE: 2 /A5.1 RE: 2 /45J 08410 NOTE: VERrr EACH INDINDUA- TENANT DOOR SWRY.S AS INDICATED ON FLOOR PLAN 00 EXTERIOR M,Em 4C2I STOREFRONT JAMB SCALE: 3" = I' -0" AT DEMIS WA COLUMN LL MULLION 18 O NOT USED SCALE; RE: 2 /A5J • 08410 GLASS TYPE (SEE ELEVATION, STEEL COLIPM (2: STRICT., FILLER TO MATCH STOREFRONT SYSTEM ALLMIN, STOREFRONT SYSTEM I EXTERIOR I e CD COLUMN MULLION SCALE: 3" = 1' -0" 08410 SCALE: 3" = 1' -0" 00410 RE: 2/A5.1 SCALE: 3" = 1' - 0' : INTERIOR I STOFIEFRGNT BEYOND SUS SILL FLASHING SYSTEM - SET M SEALANT CS -1, BOTH SIDES SEALANT (3 -3) CONCRETE FLOOR SLAB an SID" C +TP. BD. BAIT INSULATION SEE ION 01 SECTION 0TZ10 FRAMING 1" SHIM (MAX, MTL. EDGE TRIM SEALANT CS -4) SEALANT BOTH 51DES, STOREFRONT BEYOND I INTERIOR I SILL SCALE: 3" = I' -0" STOREFRONT HEAD SCALE: 3" = 1' -0" STOREFRONT CA I�t7P GRID I ,,,. I EXTERIOR I RE: 2/45.1 08410 I EXTERIOR I re... 4. TYPE (SEE ELEVATION) A! 4^t STOREFRONT SYSTEM SEALANT (5 -2) FIBER PREFORMED JOINT FILLER CONCRETE WALK RE: 2/45.1 00410 In" PLYWOOD FRAMING SHEATHING I in" SYNTHETIC PLASTER SEALANT CS -U COMPENSATING HEAD CHANNEL Q_JMINUM STOREFRONT SYSTEM GLASS TYPE (SEE ELEVATION, RE: 2/45.1 00410 I INTERIOR DOOR SCHEDULE NO. 2 STOREFRONT BEYOND LOCATION NOT WED DB._ STOREFRONT OCIT DOOR SEE STOP WTH ILESTHERSTRIPPING 11�11 — ALUM STORE19fd741" ii SYSTEM HEAD — 'r0 ENTRANCE DOOR 444 TYPE (SEE ELEVATION) I INTERIOR I O TRANSOM SCALE: 3" = I' -0" ETEI3OR1 'J STOREFRONT HEAD SCALE: 3" = l' -0" 19 NOT USED 2® NOT USED MOTH p MEONT -0" T-0° 1 -0` E 13/4" BACICR ROD W -1 , 444 TYPE SEALANT (5-U (SEE ELEVATION/ EXTERIOR I I EXTERIOR I I EXTERIOR (E: VA57 08410 RE: 2 /A5J 08410 DOOR TYPE EATING h w7ER AL NONE CLAE6 1 FIN IH MATERIAL FM. AIJit € TEMP. I FACTORY NCFE ! ALUM. I TEMP. FACTORY NONE I STEEL M NOM 1 PAINT DOOR TOP AT HEAIA 4' m O • I O NOT USED 21 SCALE: FRAME REMARKS 0_12 L FACT. ALUM FACTORY HM. PAINT JAMB SIMILAR eO DOOR HEAD - 6 SCALE: 3 " = 1 . -0 " - THRESHOLD s 11 SCALE: 3" = 1' -0" DEAD SIM. 1� O DOOR JAMB SCALE: 3" = I' -0" .n 00110 I INTERIOR I 08110 D98 RE: A22 MASONRY PJRRINC- STEEL DOOR fC: 1 /A5.1 RE: 1/45.1 08110 RE: I /45.1 08110 PROJECT NO. 9TIII DRAWN BY .IMP /SST CHECKED BY DATE T -loa5 REVISION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. RUT1E 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 STOREFRONT AN DOOR DETAILS AND 3EC EP1EC SCHEDULE CITY SF 11)652)' SO 2 3 i998 PERMIT CENTER A5.1 j COPING AT CMU 1�:A41 SCALE: 1' -0" 01600 CANT AT CMU SCALE: 11/2" • ( 1) CANT SCALE: 1 " = 1' -0" PLAN 3/ and D.S. SC-ALE. 2 SECTION SUMP and D.S. SCALE: 3/4" = 1'-0" 11E1AL WALL FLASHING SEE DETAIL 1,46.1 LEAD 4.0 UdITH ' ARID NEOPRENE W4&ER 1' 4" HIGH 3/4• P.T. PLYWOOD ANCHORED TO WALL FIBER CANT - SEE DETAIL II /46.1 BUILT -UP ROOFING !INSULATION LEDGER -'SEE STRUCTURAL 01600 RE: 6/46.1 6/461 01510 RE: 20/.461 01510 RE: 441 BUILT -UP ROOFING LEAD PAN- EXTENDS THROUGH SCUPPER TYP. WALL LEDGER IRE: STRICT.) 01510 TAb. VAREB SHEATH'* T.O. SUMP INSTALL ADDITIONAL. FRAMING AT SUMP AS REQUIRED E.Y.A=RISSIESERELJNIZTEILL I. BURGLAR BAR FRAME TIP. • ALL ROOF AND WALL /MECH. DUCT) OPNG9. I0•u10• AND LARGER '4,2 FLAT BAR FRAM W/ 5 REBAR OR K'+ BARS • S.O.C. EA WAY. ATTACH AT BLOCKING W/ 44•• LAG. BOLTS • 24 WELD HEADS TO FRAME AFTER NSTA.LA.TION. - '.,:• ET METAL CONTER FLA4IING AT TOP OF CURB SHALL BE INSTALLED PRIOR TO MIT INSTALLATION. IF NOT. UNITS TO BE REMOVED AND REINSTALLED CONTRACTOR'S EXPENSE 3. ALL SEAMS SHALL BE CLEAN AND NEAT. USE DRIVE CLEAT SYSTEM( FOR ATTACHMENT. 4. PROVIDE LAG BOLTS • 2 -0 AT PERIMETER OF ENTIRE Q. SCALE: 1/4" • V -0" 01600 ED CURB SCALE: 11/2" • 1'_0" SUMP and D.S. SCALE: 1/4" = I' -0" 4' -0• 2'-0° 10° 1 2.c WALL FLASHING Z:= 7E t PRE -FAB METAL FACTORY CURB (SUPPLED BY MNSFACURER) MECH. WIT LTA7S. � WAGERS / NAIL OD GALV. BHEE'T r:°L. FLASHING PROVIDE BREAKS IN FLASHING AR REQUIRED TO ACCOMODATE rECUANICAL WIT. 314• FLWD. 4• CONT. FIBER CANT BABE FLAB 4 0 4 UL4LK PAD 2 SEPARATE SWEETS (WALK - PAD EXTENDS 3' -0° ONTO ROOF SURFACE) WOOD LEVELER FLUSH W/ OUTSIDE OF CURB 9UR?L.AR BARB /REFER TO NOTE No.0 01510 LEAD FLANGE WELD TO SCUPPER . BOTTOM EDGE OF SCUPPER • SUMP DECK 2 RECESSED SUMP WITH LEAD PAN SEE DETAIL 01510 OVERFLOW DRAIN W/ 2• DEFLECTOR ROOF DRAM LEAD PAN - EXTEND P -0" M0IMIi1 BEYOND SUMP AT PERIMETER PROVIDE 2x BLOCKING, TYP. INSULATE DRAIN PIPE TO UNDERGROUND STORM SELLER DAYLIGHT DRAIN PIPE THRU CANOPY SOFFIT 01510 ; COPING AT FRAMING 7 SCALE: 11/2" • I' -0" 01600 CONCFAI FO SIDE CANT AT FRAMING SCALE: 11/2" • p -0" CANT SCALE: 11/2" • 1 ,4<,1 O I I 01510 FIBER CANT BUILT -UP ROCFINYG TA9 YAREB 01510 SCUPPER SCALE: 1 12" = 1' -0" 22 O NOT USED SCALE: FRAMING CO R NE PLYWOOD TO PARAPET TOP AT WOOD STUD CONDMON FETAL WALL FL4514ING SCE WITH NEOPRENE WASI•EF3 PLYWOOD SHEATHING 9TRUCT. SUPPORT IRE: STRUC:T. DUGS, 4 LO. LEAD FLANGE 24 GA STAINLESS STEEL SCUPPER EXTEND SCUPPER I° INTO SCUPPER BOX 4 FORM DRIP AT BOTTOM OF SCUPPER ROOF ELEVATION AT SCUPPER 24 GA GALVANIZED MTL. SCUPPER BOX, PAINT. 4 GALV. SHT. MTL. DS, PAINT. CONNECT DS. TO SITE STORM SEWER SYSTEM 01600 0, NOT USED 4 SCALE: CANT SCALE: 3" • 1' -0" O q NOT USED 1 `* SCALE: CONDUIT SCALE: 112" • I' -0" 01510 LEAD FLING_ CAP WT. FLEX SEALANT • TOP LEAD FLASHING SLEEVE BUILT -UP ROOF OVER ROOF DECK 2X BLOCKING HANGER OR PLYWOOD SADDLE TYPICAL ROOF INSULATION VENT PIPE 016 STAINLESS STL HOSE CLAMP LEAD FLAWS SET IN FLASHING CEMENT BUILT -UP ROOFING SYSTEM 444 MTL. W/ HOLE FOR CONDUIT T1-1R4 CENTER LOC KN UT (SCREW TIGHT TO RILL UPPER FLASI411G TIGHT) RUNNING THREAD SUPPORT CONDUIT • 2 PI /4/' =6 01600 108. VARIES a CONT. 2 X BACKING @STEP FLASHING F_J C3' -.L LADDE.4 TO TOP OF ROOF HATCH SECURE TO FRAMING 9 CANT AT EXISTING SCALE: 11/2" • 1' -0" 01600 FRAMMNG -SEE STRUCTURAL SYNil -TIC PLASTER ON 12• PLYWOOD SHEATHING SEE SECTION O �� ROOF HATCH s SCALE: 11/2" = 1' -0" SEALANT TYPE (5 -U SST tE1AL FLASHINC- 8" O^ 24 ROOF LADDER SCALE: 12" = 1' -0" 01610 TD.STEP yL7 SEE SECTION Car. NAILER BLOCK ' CONCEAI En HOLD-DOUN FASTENER • 12" Oa STEP FLASHING OVER CONT. BEVELED OVER CEDAR SHIM - SEE DETAIL 2/461 SUM. FRAMING - SEE STRUCTURAL RocFU4rcu COVER < HINGE -PANT FIBER INSULATED CURB W/ INTEGRAL CAP FLASHING BASE FLASHING SEE STRICT. DOGS. FOR ROOF FRAMING PROVIDE BLOCKING AS REDID. RF4 F.'OCFNG UP 4• ABOVE CANT 4" CONT. FIBER CANT , b" PLY111000 RE: 24/461 05500 ROOF HATCH PAINTED. BUILT -UP ROOF OVER PLYWOOD DECK REFER TO ROOF J. PLAN FOR TOP OF SHEATHING ELEVATIONS 1"x3" C CHANNEL EA SIDE W/ I "6 STL. RINCGS WELD TO CHANNEL. EASE EDGES t RADIUS ENDS. 4 x4 BLOCKING SUPPORTS 5/8" GYP. BD. OVER 5/8" PLYWOOD 2x6 STUD WALL OSHA STEEL FLAT BAR BAR SAFETY CAGE 44 LAG BOLTS IN WOOD BLK'G OR STUDS 1 STEEL RAGS WELD TO CHANNEL 2,4,4 STL BASE ANGLE BRACKETS 05500 RECENED CffYOFTUKWILA SEP 23 49411 PFAMITCENTER 51:5 �"'..^ -" + RtGS 7(F c 'D �� , (iT ST:TfPi:�c �Siilar PROJECT NO. WTI I I DRAWN BY : .IMP/115T CHECKED BY DATE 1 -10-9■ REVISION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 ROOF DETAILS A6.1 STANDING SEAM SCALE: 44. AL SCALE 0 SCUPPER DETAIL 6 SCALE: 1 V2" = 1 0 11 LOUVERED VENT SCAL 3" = 1 -0" O STEP FLASHING 21 SCALE: •TS. 01600 O NOT TO SCALE RIDGE SCALE: 1I/2" • 1' -0" 4• DETAIL SCALE: I V2" = r - 0': O 17 NOT USED SCALE: O $ ISOMETRIC WALL SCUPPER NOT TO arnl F O PARAPET /ROOF STEP SCALE: I • i' - 0" RRAMNG PLYWOOD SHEATHING METAL WALL FLASHING SET SCUPPER N PLASTIC ROOFING CEMENT SCREW FASTENERS • 3' OZ. O END CAP O p NOT USED 18 SCALE: 1 ` ONE PIECE SIEET METAL SQIPPER SOLDER ALL ARM. SEAMS AND RANGE PIECES. SCUPPER N PLASTIC ROOFNG CEMENT AND SCREW ATTACH ENT O NOT TO SCALE NEOPRENE WASHER FASTENER • WY OZ. SINGLE LOCK SEAM FLAWS* TO WALL METAL FLASHING METAL WALL FLASHING (SEE DETAIL T /ASJ) PLYWOOD SHEATHING STN. PLASTER SYSTEM 01600 DR>° WAAL SEE DETAIL 20 /A1J 0 4 SIDEWALL PLASTER SCALE: 1 I/2" • 1 -0" CANOPY REVEAL SCALE: 1 1/2" • 1 -0" O GUTTER DETAIL 14 SCALE: 1 I/2" = O NOT USED 19 SCALE: N.T.S. e / , 314• EY_PE.RICR pi:mom TAPERED NAILER SEALANT VJ• DIAL COXNITERANG E,C ANNCN EOLTB AT 4 OL. 01600 ENV MX. SACKER RCD IN SEALANT SY TYPE IS-1/ FRN1RYs- SEE S STEP FLASHING OVER C VELED OVER, -- CEDAR SHIM - SEE DETAIL 2 /AFA S21 DRIP REVEAL SEE DETAIL 20 /A1J SIDEWALL PILASTER 5 SCALE: 1I2" 1 " -0" O NOT USED 1O SCALE: 1 FLASHING DETAIL SCALE: I I/2" = 1' -0" NOT USED SCALE: N.T.S. SHEETY'ETA- FLASHNG TD r 3/4' c.O.WOR PLYWOOD (E) CMll. 01600 REC CRYOFNKI"IILA SEF 2 a t498 PERMITCENTER PROJECT NO 91111 DRAWN BY -ImP /SST CHECKED BY: DATE 1 - 10 - 98 REVISION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 ROOF AND EXTERIOR DETAILS A6.2 COLUMN SCALE: 34 • 1 ca.irc C.M.U. EXPANSION JOINT 8E 422 SCALE: 1 • T-0 O NOT USED 11 5c4LE, SYNTHETIC PLASTER ▪ REVEAL r SCALE': HALF SCALE SCALE: HALF SCALE CONTROL JOINT SOFFIT BOARD NEOPRENE EXPANSION JOINT CONT. BACKER ROD AND SEALANT. 00E4 SIDES AS REQUIRED RE: A3.1 09240 JOIST OR BLOCKNG AT EACH CONTROL JONT SAW EXTERIOR SOFFIT !BOARD CONTROL JONT (PANT) CONTINUOUS tIETAL EDGE SYSTEM VEXED PLASTER CHAANEL SCREEN SAN mime,. SCREEN 5/8. EXTERIOR SOFFIT BOARD 0 REVEAL AT COLUMN SCALE: HALF SCALP SUBSTRATE UDERLATTENT IIRAP MESH AND BASE COAT 2. AT BACK TAnwr =tutor OR count earia CR SURFACES TO RECEIVE SEALANT DRTVIT COMPATIBLE SEALANT fl' CLOOED CELL BACKER ROD CAULK PERIMETER OF SLEEVE ALONG SHEATH.. I I, RIGID INSULATION WI. DRAINAGE GROOVES REINFORONG MESH EMBEDED N EASE COAT SYNTHETIC PLASTER FES. E.I.F.M.D. PENETRATION SCALE: HALF SCALE 44' - HOLE 0S240 FRAMING AT EXPANSI. JOINT BACKER ROD METAL EDGE FETAL - EDGE EXPANSION JOINT SOFFIT BOARD RE.. SCALE: HALF SCALE 05250 roams. PLASTER SYSTEM ON Ur PLYWOOD SHEATHS. CANOPY At. eopprr FRAMING 5EP EXTERIOR $cppa BOARD SEALANT EDGE OF BUILD.. OR COLLPIN AT WM CONDITION 1CD NOT USED SCALE: 2X FRAMING EXTERIOR INSULATION U4M.L.11.1 FNIN4 AJC moisrum DRAINAGE ererei urrw - SS RIDGED NSULATI. VINYL DRAINAGE OVER INDER-LAYMENT TRACK WITI4 3 LEG REAP MESH AID BASE C.OAT 2. CONT. CLOSED CELL BACKER ROD AND SEALANT FINISH TO END OF DRIP FRY SPRIAYALOOK REGLET (TYPE MA) MASONRY 3x PT TOP .LAIE CaNTERSNK *GATOR BOLT 2 PIECE SYSTEM ID GA. SHEET METAL 14AING. EXPANSION JOINT REFER TO THE VMACIAA" ARCHITECTURAL FLANJAL 3RD scam PLATE DI WALL FLASHER OVER BIZEL INDERLAYMENT OMER VERIFY CONDITION PRIOR TO FABRICATION CNU EXP. JOINT FLASHING SCALE: 1 l/? = 1 — SCALE: HALF SCALE SOFFIT BOARD CONTROL JOINT O MISC. ATTACHMENT SCALE: HALF SCALE .CTERIC7R NSULATI. FM44 AND MOISTURE DRAINAGE 6781B1 WI. I RIGID INSULATION OVER LIKERLAYMBIT OVER UNDERLAYMENT DRANAGE GROOVES CORNER BLOCKING SCALE: HALF SCALE SHEATIANG UNDERLAYMENT LAPPED INTO VINYL DRAINAGE TRACI( FASTENERS VINYL DRANAGE TRACK WITI4 3" LEG WRAF. MENA AND SASE COAT 2 AT BACK CONT CLOSED CELL BACKER ROD AND SEALANT FNISH TO END CF DRIP - - EP HOLE BACKER ROD METAL EDGE 5/8. EXTERIOR SOFFIT BOARD SEALANT WALL RE: A23 06250 NICULATION 2x FRAMING etatotarr sou- AIR SPACE NEOPRENE SEAL Aurtpart RETAINER CLOSURE • TOP BOTTOM VISUAL DENSE NEOPRENE rea. COLUMN SCALE: 3/4" • P-0" COW. TILT-UP AT SAMILAR 07 / - =WORM AT EXETER: BALL 8X8X166PLITFACED CENTER SCORED Cflu CONCRETE BASE BELOW - eateucir. BETW ; EXPANSION JOINT AL7 SC E: 3" • V-0 SLIEDID PAPER ONER BUISSTITATE LAPPIN& SOO TRACK VV411. DRAINAGE TRACK FASTENER REWORDS. MR EPISEDDED Pi BASE coat chisaLarem AMYL DRAINAGE TRACK WRAP FEN AND BASE COAT r AT BACK O ACCENT CORNICE SCALE: 3/4" EXTERIOR SOFFIT BOARD CONTINUOUS METAL EDGE 3 - SOFFIT VENT SCALE: HALF SCALE ' AT RAFTSTOP - SCALE: 3/4" PREFINISIED SWEET FETAL FLASHED OvER MEP OPEN ' er.a.Arrr WM4 CURED cal- BACKER ROD DO reor imsec opsaN mouse , , EXTERIOR INSULATICN 140.1 SYSTBI OMER I VP RIGID AND MOISTURE DRAWEE NEVAATION OvER UK.R.ATIENT OVER 51•EADIS. MOCK.. SYSTEM VENTED PLASTER CHANEL SCREEN tr. INSECT SCREEN BD. SORSTEIRATIGG VARES - § EXTERIOR NLSULATICN FINISH AND MOISTURE DRAINAGE SYSTEM OvER I V2. RIGID INSULATICN OVER UNDERLAYMB• OVER ur PLYWOOD SHEATHING 127/3240 RE: A23 09250 ADJACENT EUILDNG MASONRY WALL NEOPRIETB SEAL ALLFINLFT F. CL.OSUFE AT TOP VISUAL DENSE NECFREfE SEAL ARO earn. C) NOT USED SCALE: EXPANSION JOINT SCAL: 3" O NOT USED DRIP EDGE SCALE: 1-IAL F SCALE O WEEP SYSTEM -; SCALE. HALF SCALE 09240 VINYL DRANAGE TRACK v/ -ILEEP OPENS. SEALANT WI. CLOSED CELL BACKER ROD DO NOT BLOCK TRACK DRAIN HOLES / PREFNIENED SHEET METAL YMENING OvER UNDERLA T fr 111 Ez4 w Z 0 ct 0— c' —0 W >— CC <' PROJECT NO. • .T7111 DRAWN BY - 1MP/SST CHECKED BY DATE: 1 REVISION: EXTERIOR INSULATION FINISH AND MOISTURE DRANAGE SYSTEM OVER 1 1/2" RIGID NSULATION OvER UNDERLAYMENT OVER SHEATI-ING BUILDNG PAPER OVER SUBSTRATE LAFPNG INTO VNITI. TRACK FASTENER RENFORCING MESH EMBEDDED N BASE COAT OVERLAPPNG DETAILS virm DRAINAGE TRACK EXTERIOR RECEIVED C1170FTUILWIIA ST; 2 3 tgge, pEcuorearnal. A7.1 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503) 670-0235 5O.1 GENERAL STRUCTURAL NOTES AND DRAWING INDEX S2.1 FOUNDATION AND ROOF FRAMING PLANS S2.2 ROOF SHEAR AND DRIFTING S3.1 S4.1 S4.2 S5.1 S6.1 DRAWING INDEX SNOW DIAGRAMS EXTERIOR ELEVATIONS CANOPY SECTIONS WALL SECTIONS CONCRETE DETAILS FRAMING DETAILS FRAMING DETAILS STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS MO WORK. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT spEcoe,Amms rr0 AtIdT MM P£Gt11LPE]IENT5 r_ODE REDUIRFMFNTG• CONFORM TO ME UNIFORM BUILDING CODE, 1997 EDITION. TEMPORARY CONITIONS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING RODS UN DO t THAT MAY ME AS � RESULT OF THE CONTRACTORS CONSTRUCTION CONTRACTOR'S CiA`MSTRUCTION AND /OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. EXISTTNG_CONDITOXNS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. ME CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. DESIGN GRITFRIk DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 1997 UNIFORM BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESGN, WITH UVE LOADS REDUCED PER UBC: ROOF 25 PSF LL (SNOW DRIFT AS SHOWN ON PLANS) ALLOWABLE SOIL BEARING PRESSURE 2.500 PSF (PER SOILS REPORT BY GEO ENGINEERS. DATED FEBRUARY 23, 1998) 35 PCF (EQUIVALENT FLUID PRESSURE) 80 MPH - EXPOSURE B RETAINING WALLS WIND EARTHQUAKE DESIGN AND ANALYSIS WAS BASED UPON THE FOLLOWING: Z - 0.30. I = 1.0. Ca = 36. Cv = 54. R = 4.5 DESIGN AND DETAILING OF NEW ELEMENTS WAS BASED ON CRITERIA FOR SEISMIC ZONE 3. SUBMITTAL 5: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCEMENT, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL STEEL STUDS. GLUED - LAMINATED MEMBERS, PREMANUFACTURED WOOD JOISTS. IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS. THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO RENEW AND ACCEPTANCE OF THE ENGINEER. DESIGN DRAWINGS. SHOP DRAWINGS. AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS. INCLUDING PREFABRICATED WOOD JOISTS SHALL BEAR THE SEAL AND SIGNATURE OF A S1R UCTLIRAL LENGErNEER'REGISTERED IN THE'.. STATE OF WASHINGTON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO TIME STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 1997 UBC WITH THE FOLLOWING EARTHQUAKE ZONE 3 WIND ZONE 80 MPH, EXPOSURE B THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL PLUMBING. AND ELECTRICAL EQUIPMENT. MACHINERY, AND ASSOCIATED , PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSIYIAT10N (SMACNA). OR SP;CIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR. THAT DIFFER FROM, OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. SPECIAL INSPECTION PROGRAM' ESTABLISHED PER 1997 UBC SECTION 106, 108 & CHAPTER 17 pROGRpu FOOTN07FS 1. THE ITEMS CHECKED WITH AN "X' SHALL of INSPECTED IN ACCORDANCE WITH UBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABUSHED TESTING AGENCY. FOR MATERIAL SAMPUNG AND TESTING REQUIREMENTS REFER TO THE MATERIAL SAMPUNG AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER UBC SECTION 1701.7. 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (UBC 1701.6.1). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPUANCE 4. ALL WELDS SHALL BE VISUALLY INSPECTED. 5. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. 6. PERIODIC SPECIAL INSPECTION IS ONLY REQUIRED FOR WELDING OF ASTM A 706 REINFORCING STEEL NOT GREATER THAN NO. 5 USED FOR EMBEDMENTS, PROVIDED THE. MATERIALS, QUAUFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK: PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. GENERAL STRUCTURAL NOTES C� NCRETE WHARM THAPTER 19 OR CO STREN GTHS SH ALL ORK S BE LL CONFORM VERIFIED BY ST CHAPTER 2 Y THE CYL UNIFOM TESTS BUILDING COOS PER ASTM C39, AND SHALL BE AS FOLLOWS: APS01 UTF WATER- CEMENT RATIO BY WEIGHT fc (PST NON AIR - ENTRAINED AIR- ENTRAINED USE 3,500 .51 .41 ALL USES UNLESS OTHERWISE NOTED HIGHER WATER / CEMENT RATIOS THAN SHOWN ABOVE MAY BE USED IF SUBSTANTIATED IN ACCORDANCE 111TH AC 318 -89, CHAPTER 5. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: fe (PSIZ MINIMUM CEMENT PER CUBIC YARD 3,500 510 LBS. FLYASH CONFORMING TO ASTM C518 (INCLUDING TABLE 2A) TYPE F OR TYPE C, MAY BE USED TO REFLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED MAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. A WATER - REDUCING ADMIXTURE CONFORMING TO ASTM 0494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH -RANGE WATER - REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SUMP DOES NOT EXCEED 10". AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EILTEAKAI HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 515 t 1% BY VOLUME. SLEEVES. OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARS R IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. REINFORCING STFFI : REINFORCING STEEL SHALL CONFORM TO ASTM A615, INCLUDING ST. GRADE 60, FOR DEFORMED BARS AND AS151 A185 FOR SMOOTH WELDED WIRE FABRIC (WWF"j, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. STEEL SHALL BE SECURELY TED IN PLACE WITH F6 ANNEALED IRON WIRE. BARS IN SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRS MANUAL OF STANDARD PRACTICE. MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACT MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS. LAP ALL REINFORCING BARS PER THE LAP SPUCE SCHEDULE ON DRAWING 50.1 WITH A MINIMUM LAP OF 18 EXCEPT AS NOTED. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: USE • WALL BARS: INTERIOR FACES EXPOSED TO EARTH OR WEATHER FOOTING BARS CONCRETE WALL REINFORCING (UNLESS OTHERWISE NOTED): WAI I THICKNESS HORIZONTAL BARS /4 O 16" O.C. /4 O 12" O.C. WALL THICKNESS VERTICAL BARS 8" #6 0 48' O.C. COVER 1 i /2" 5 / AND SMALLER) 2" �/6 AND LARGER) VERTICAL BARS =AEON #4 0 16" O.C. O 16" O.C. 0 CL OF WALL O CL OF WALL AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF TWO /5 BARS OVER. UNDER AND AT THE SIDES, OF THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING. PROVIDE ONE /5 FOR SINGLE -LAYER REINFORCING AND TWO /5 FOR DOUBLE -LAYER REINFORCING. 4' -0" LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. PROVIDE TWO #4. 4' -0" LONG DIAGONALLY AT EACH RE- ENTRANT CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. CONCRETE ACCESSORIES HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS OR APPROVED. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON. TYPE D2L, OR APPROVED. STUDS AND DBA SHALL BE AUTOMATICALLY END - WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. EXPANSION BOLTS SHALL BE HILT KIRK BOLT -II OR APPROVED WITH EQUIVALENT IC80 ALLOWA3LE TENSION AND SHEAR VALUES. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT- DIPPED. GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHOULD BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPUTUDE. EPDXY ADHESIVE: EPDXY ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO- COMPONENT. LIQUID EPDXY WITH NON -SAG CONSISTENCY AND A LONG POT LIFE, AND SHALL BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. MINIMUM SLANT SHEAR STRENGTH SHALL BE 5,000 PSI. AND MINIMUM TENSILE STRENGTH SHALL BE 4,000 PSI. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE APPROVED ICBO REQUIREMENTS. CONCRETE MASONRY: CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, TYPE I. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fm = 1,500 PSI AS VERIFIED BY PRISM TESTS BEFORE AND DURING CONSTRUCTION. CONCRETE MASONRY WALLS SHALL BE REINFORCED, AS SHOWN ON THE PLANS AND DETAILS, AND IF NOT SHOWN, SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL ". MORTAR: MORTAR SHALL BE TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1,800 PSI, AND SHALL CONFORM TO UBC SECTION 2103. MASONRY GROUT: GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS AND SHALL CONFORM TO UBC SECTION 2103. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. MASONRY REINFORCING STEEL REINFORCING SHALL CONFORM TO UBC SECTION 2102.2. DEFORMED BARS SHALL BE GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH UBC SECTION 2104.5. UNLESS OTHERWISE NOTED ON THE PLANS. THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: HORIZONTAL BARS (IN BOND BEAMS) RUNNING BOND (2) #4 0 48 O.C. BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF WALLS. PROVIDE A BOND BEAM WITH TWO /5 BARS HORIZONTALLY ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2' -0" PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1•-6" OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. LAP ALL BARS AT SPLICES 48 DIAMETERS, WITH A MINIMUM LAP OF 18 ", EXCEPT AS NOTED. STRUCTURAL sim' STRUCTURAL STELL SHALL BE ASTM A36 GRADE 50, AS NOTED. TUBES SHALL BE ASTM A500, GRADE B (F = 46 KSI). PIPES SHALL BE ASTM A501 '3R ASTM A53, GRADE B. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE `RISC Irma fins SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16 MINIMUM UNLESS OTHERWISE NOTED. WILDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS ABS QUALIFICATION IS SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. cc MTFE' 5111115: STEEL STUDS SHALL BE C -STUDS WITH A MINIMUM YIETD OF 33,000 PS FOR 18 AND 20 GAGE, AND 50.000 PS FOR 14 AND 16 GAGE. STUDS SHALL BE OF THE SIZE, GAGE, AND SPACING SHOWN ON THE DRAWINGS. MINIMUM SECTION PROPERTIES SHALL BE AS FOLLOWS. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ADEQUATE FOR DEVELOPMENT OF THE FULL MOMENT CAPACITY OF THE STUDS. FOR LOAD - BEARING STUDS, TRACK SHALL BE OVERSIZE TO PROVIDE FULL STUD BEARING. SCREWS SHALL BE ELCO DRIL -FLEX, HILTI KWIK -FLEX, OR APPROVED. I(MIN) S(MIN) STUD SIZE IN 4" X 18 GAGE 4" X 20 GAGE 6" X 18 GAGE 6" X 20 GAGE TRACK SI7F 4" X 18 GAGE 4" X 20 GAGE 6" X 18 GAGE 6" X 20 GAGE SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE THE SPECIES AND GRADE NOTED BELOW Fb(PSI) USE GRADE - (51NGI F USE) I3MEN90NQy, LUMBER 2" TO 4 THICK DOUGLAS FIR -LARCH N0. 2 875 BEAMSEEERIE GERS ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. NAILING NOT SHOWN SHALL BE AS INDICATED ON UBC TABLE 23 -V-S -I BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI /ASME STANDARD 818.2.1 -1981. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO UBC 2320.8 AND 2320.11.2, 9 AND 10. pl TWOOD: PLYWOOD PANELS SS SHALL CCNFO.VM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLfW00D" OR APA PRP -1 OD PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED. TONGUE - AND - GROOVE. OR HAVE EDGES SUPPORTED BY PLYCUPS. NAILING NOT SHOWN SHALL BE AS INDICATED ON UBC TABLE 23- II -B -I. ALL NAILS SHALL BE COMMON NAILS; HOWEVER. USE RING SHANK FOR ROOF SHEATHING. GLUED LAMINAT MEMBERS: GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA -EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW COMBINATION SYMBOL 24F - V4 24E - V8 0.85 0.42 0.66 0.32 2.22 0.74 1.72 0.56 I �) S(oN) 0.56 0.28 0.43 0.22 1.53 0.51 1.20 0.40 SPECIES DF/DF DF /DF GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. DOUGLAS FIR -LARCH NO. 1 1300 ADHESIVE SHALL BE WET -USE EXTERIOR WATERPROOF GLUE. USE S IMPLE SP (C ONTINUOUS AN) OR CANTILEVER) PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS -JOIST MACMILLAN, OR BE AN APPROVED EQUAL PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPUFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, DIMENSIONAL AND FIRE RATING REQUIREMENTS OF THE PROJECT, IS COO APPROVE AND HAS LVL FLANGES. ENGINEERED COMPOSTS LUMBERS ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS MICROLAM LV., PARALLAM PSI, AND TIMBERS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY TRUS -JOIST MACMILLAN, OR AN APPROVED EQUAL THE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SHOWING LAYOUT AND ANY DETAILING NECESSARY FOR DETERMINING AT AND PLACEMENT IN THE STRUCTURE. THE SHOP DRAWINGS WILL ALSO INDICATE THE SIZE, SPACING, AND GRADE OF THE MEMBERS TO BE USED AND SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF WASHINGTION. D90 025 11 1 w W I- x � Z a W z z U OE 2 W a CO PROJECT NO. 47552.04 DRAWN BY .1817 CHECKED BY ip DATE REVISION k•ff Consulting Engineers TA SW 5m AvenNe . Stile zoo Parfkn4 Oregon 9720.1 503 -227 -3257 BENNER STANGE ASSOCIATES ARCHITECTS, P.G 5000 B.W. MEADOWS 113. SUITE 430 LAID= OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 STRUCTURAL. NOTES AND Dar I LA CL4 ? T 19yR PERMITCENTER SO.1 T1 -- -- 1 1 TYP. OPP. Tine 1 OP1' T /C=2.1 T /C =21 _ T /C = 3fbk 1YP (3 ON GRID in` T/C=3 ALIGN JOIST ON GRID ALIGN JOIST a►All M TYP. TY q P r iFAii c I. I° • --SIMPSON J =3.6k • 72 . -0 .. °' X.1GN JOI MST 60 TON GRID ALIGN JOIN T ON GRID = T /C =3.b TIC f- r6L TYP. : OPP T/ = 1k TYP. _ oP T /C =2.1 4 .T/C,. k -'4 1 1 1 n 1 1 0 TYP. 0a TYn _ 8" CMU PIER TYP REP GENERAL NOTES FOR REINFORCING 01 ID GROUT AT CMU WALL ALONG GRIDLINE 1 r — v (9833') (9533') 4(L' -0 22' 11 45" W • L FOOTING 2 „ x20' -S w, I 4) • 5 TOP 4 SOT. L• AND • 4.12” Oz. t SVERSE TOP 4 4 " SAG. w /•4 • 16" ed. EACH WAY • 4; OF SLAB TYP. CONSTRUCTION JOINT REF. 1/55.1 FOR DETAILS 3' -0" WI • x4' -0" LONG - FTG. SEC ION CENTERED ON WALL 11' -4" . DOOR LOCATI • VERIFY FINAL L • • TION w/ TENANT LOCATI FINAL- L • W/ TENANT PROPOSE LOCATI • FINAL L •• w/ TENANT DOOR - VERIFY TION it 1 T _ J ia l " -0T 6 ' -8 " (9833') 0 16' -0" TYP. NOTES: -4" 4. 5. 20' -S" TYP. ' -4" 22' -4" 1 (XXX)X') INDICATES BOTTOM OF FOOTING ELEVATION. 2. OX INDICATES FOOTING TYPE. REF. 4/55.1 FOR SCHEDULE. O FOUNDATION PLAN ED 3. 19 EL. XXXXX' INDICATES TOP OF SLAB ELEVATiori. INDICATES 5" CMU WALL (REF. GENERAL STRUCTURAL NOTES FOR REINFORCING). REF. 55.1 FOR TYPICAL CONCRETE DETAILS. 1' -4" 8' -0" SIM. w r�7 to Li 0, A GL 3N'.,xl2 SIMPSON CSI6x22' -0" • 4' -0" or. w/ SIMPSON PAI23 • 4' -0" e . REF. DETAIL 4/561, TYP. NOTES. D -I ROOF FRAMING PLAN N ED 1 /8" =1. -o" INDICATES SPAN DIRECTION OF 3 4" PLYWOOD ROOF 5HEATI4ING (P.1,45/24) w/ 10d NAILS • 6" oc. AT SUPPORTED EDGES AND 12" or- AT INTERMEDIATE FRAMING, TYP. UN.O. 2. REF. ARCH DRAWINGS FOR ROOF DECK AND PARAPET ELEVATIONS. 3. T /C =XX INDICATES SEISMIC TENSION/COMPRESSION FORCES IN TOP CHORD OF OPEN WEB JOIST. 4. INDICATES MECHANICAL LOADING ZONE. ROOF JOIST SHALL BE DESIGNED FOR AN ADDITIONAL 5501Iwe. POINT LOAD LOCATED A MAX OF 5' -0" FROM GRID LINE 2. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT SHOP DRAWINGS SHOWING LOCATIONS OF MECHANICAL UNITS AND CONNECTION DETAILS TO ROOF FRAMING FOR APPROVAL PRIOR TO MECHANICAL UNIT INSTALLATION_ I11P0ON C516x22' -0" • 4' -0" oc. w/ SIMPSON PAl23 • 4' -0" oc. REF. DETAIL 4/561, TYP. TYP. 3 TYP. EG 9 S REC cmoFTwcwiLn SEP 2 3 1998 pgyeTCENTER W Z W 0 a_ Q n_ PROJECT NO. 49552.04 DRAWN BY .lBD CHECKED BY EW DATE 9 - 10 - 48 REVISION M SW 5M Avenue Suite 2500 PoNanQ o .r. 97204 503- 227 -3251 S2.1 • Consulting Engineers BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SLATE 430 LAKE OSWEOD, CA 97035 (503) 670 -0234 FAX (503) 670 -0235 JQ5� I 1 FOUNDATION AND ROOF FRAMING WASHINGTON NOTES: /// 0 500" 40 ._ 0 .. O ROOF SHEAR DIAGRAM e 1/6 " =1 -0" INDICATES 1/4" PLYWOOD ROOF SHEATHING w/ 10d NAILS • 4" e.e, ALONG CONT. PLYWOOD EDGES AND DIAPHRAGM BOUNDARIES AND 10e1 NAILS • b" oz. AT OTHER PLYWOOD EDGES AND 10d NAILS s 12" oa. AT INTERMEDIATE FRAMING, ALL PANEL EDGES SHALL BE BLOCKED w/ MIN. 2x FRAMING. ltd loaf ���Ilili e, '0 NOTES: I. 2. XI F �L O DRIFTING SNOW DIAGRAM E , DRIFTING SNOW LOADS 5HOO.N ARE IN ADDITION TO THE BASIC 25 pef ROOF SNOW LOAD. "X" - INDICATES INTENSITY OF DRFTINc SNOW IN POUNDS PER SQUARE FOOT. "L" - INDICATES LENGTH OF DRIFT IN FEET_ 0 20 par BI REC ENEC CT'OFTUKWILA SEP 2 3 1998 PERMIT CENTER III w W a I— x F 04 i i W U CC 2 CD Q CC Q n PROJECT NO. 4735204 DRAWN BY CHECKED BY BP DATE 7 - 10 - 96 REVISION k f f _ • Consulting Engineers 1115W 5th Avenue Sale 2500 Pandang Oregon 07204 503- 227 -3251 BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGIO.OR 97035 (500) 670 -0234 FAX (503) 670-0235 ROOF SHEAR AND DRIFTING SNOW DIAGRAMS S2.2 i $44. JA, i r / z NOTES: /// 0 500" 40 ._ 0 .. O ROOF SHEAR DIAGRAM e 1/6 " =1 -0" INDICATES 1/4" PLYWOOD ROOF SHEATHING w/ 10d NAILS • 4" e.e, ALONG CONT. PLYWOOD EDGES AND DIAPHRAGM BOUNDARIES AND 10e1 NAILS • b" oz. AT OTHER PLYWOOD EDGES AND 10d NAILS s 12" oa. AT INTERMEDIATE FRAMING, ALL PANEL EDGES SHALL BE BLOCKED w/ MIN. 2x FRAMING. ltd loaf ���Ilili e, '0 NOTES: I. 2. XI F �L O DRIFTING SNOW DIAGRAM E , DRIFTING SNOW LOADS 5HOO.N ARE IN ADDITION TO THE BASIC 25 pef ROOF SNOW LOAD. "X" - INDICATES INTENSITY OF DRFTINc SNOW IN POUNDS PER SQUARE FOOT. "L" - INDICATES LENGTH OF DRIFT IN FEET_ 0 20 par BI REC ENEC CT'OFTUKWILA SEP 2 3 1998 PERMIT CENTER III w W a I— x F 04 i i W U CC 2 CD Q CC Q n PROJECT NO. 4735204 DRAWN BY CHECKED BY BP DATE 7 - 10 - 96 REVISION k f f _ • Consulting Engineers 1115W 5th Avenue Sale 2500 Pandang Oregon 07204 503- 227 -3251 BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGIO.OR 97035 (500) 670 -0234 FAX (503) 670-0235 ROOF SHEAR AND DRIFTING SNOW DIAGRAMS S2.2 NORTH ELEVATION 3 1 /r = - SOUTH ELEVATION 1/8" =1' -0" :1 WEST ELEVATION 1 /8" =1' -0" O EAST ELEVATION 2 1/8" =1' -0" SIM 5IM. RECEIVED CRY CF TUKWILA SEP 2 3 1998 PERMIT CENTER I PROJECT NO. 4755204 DRAWN BY JEID CHECKED BY: DATE: REVISION : Consulting Engineers 1115W 5th Avenue sae 2500 Portland Cream 97200 57- 227 -3251 BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. 6EADOWS RD. SURE 430 LAKE OBWEGO, OR 97035 (503) 870 -0234 FAX (503) 870-0235 D98- EXTERIOR ELEVATIONS S3.1 2x BLOCKING or WO • 4 " oc. PLYWOOD 514E: r4iNCs TJW REF. PLAN FOR SIZE AND SPACING P.T. 4x8 CONT. TOP IE w /4e "0x12 "AB:e• 32" os. 2" WIDE x 18 GA. STRAP TIE • 4' -0" cc. REF. 18/56.1 6 " -18 GA. JOISTS • 24` oc SIMPSON LB TOP FLANGE HANGER 6" -18 GA JOISTS • 16" oc. "--6"-18 GA. JOISTS • 24" oc. TYF. CONDITION AT CMU WALL 2x BLOCKING w/ 16d • 4" cc. PL. - WOOD 514E471-MG I GL BEAM TJW REF. PLAN FOR SIZE AND SPACING (3) No. 8 SELF �. DRILLING SCREWS 4"-18 GA STUDS— ' % • 16" oc. 7S 12x6x SLAB ON GRADE REF. 1/55.1 FOR UNDERSLAB REQUIREMENTS SHEATHING REF. ARCH. 2" WIDE -18 GA. STRAP TIE • 4' -0" oc. REF. 18/56.1 TS BEAM — TS 6x4x BEYOND TO T5 COL. AND GL BEAM OR CMU WALL WHERE OCCURS AT STOREFRONT REF. 16/56.1 FOR CONN. DTLS. I T 6"-18 GA JOISTS • 24" oc. SIMPSON LB TOP FLANGE HANGER 6" -18 GA. JOISTS • 16" oc. 6" -18 G. JOISTS • 24" oc. \-7 O CANOPY SECTION -4" -18 GA STUDS • 16" oc. TRACK BLOCKING L 4x4x16 GA. x 0' -4" w/ (2) .145'0 POWDER DRIVEN FASTENERS INTO T5 SEAM AND (3) No. 8 SELF DRILLING SCREWS INTO STUD -4 " -i8 GA. STUDS •16 " oc. (6) No. 8 SELF DRILLING SCREWS T5 BEAM . - CMU PIER i REF. PLAN - COLUMN CONCRETE PEDESTAL REF. 13/55.1 COPE FLANGES BEND WEB SO' AND FASTEN TO TS w/ (I) .445'. POWDER DRIVEN FASTENER TYP. SHEATHING REF. ARCH. 4" -18 GA. STUDS • 16" oc. TYP. TS BEAM TS 4x4x --- - COL. TJW REF. PLAN FOR SIZE AND SPACING 2x �� BLOCKING w /T6d•4" oc. SLAB ON GRADE TS BEAM PLYWOOD SHEATHING GL S4_AM (3) No. 8 SELF DRILLING SCREWS 4" -18 GA. STUDS U •16 " os. .1 FOR UNDERSLAB REQUIREMENTS T5 4x4x BEYOND T5 BEAM r:` SHEATHING - REF. ARCH. 4 " -18 GA STUDS •16 "cc. 2" WIDE -18 GA STRAP /TIE • 4' -0" cc. REF. / 1a,36_i TS 6x4xI4, BRACE BEYOND TO TS COL. AND GL BEAM OR CMU WALL WHERE OCCURS AT STOREFRONT REF 16/56.1 FOR CONN. DTLS. 6 GA ,TOi5T5 • 24" cc. TS BEAM - SIMPSON LB TOP FLANGE HANGER 6 " -18 GA JOISTS • 16" oc_ 6 " -IS GA JOISTS e 24" as. o. O CANOPY SECTION 4 " -18 GA STUDS e16 "os. SHEATHING REF. ARCH. TRACK BLOCKING L 4x4x 16 GA. x 0' -4" w/ (2) .145"0 POWDER DRIVEN FASTENERS INTO TS SEAM 4 (3) No. & SELF DRILLING SCREWS INTO STUD 4 " -18 GA. STUDS e16 " os. 6) No. 8 SELF DRILLING SCREWS STS BEAM TS COLUMN r�GMt1 PIER REF. PLAN CONCRETE PEDESTAL REF. 13/55.1 D 23 CITY OFTUKWILA SEP 7 3 1999 PERMIT PROJECT NO. 9/552.04 DRAWN BY CHECKED BY BP DATE 7 - 1095 REVISION Consulting Engineers msw 5M Avenue SOe 2500 PWknq Oregon 97204 503- 227 -3251 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWE00, CR 97005 (503) 670 -0234 FAX (503) 670 -0235 CANOPY SECTIONS S4.1 PLYWOOD HEATHING 54 EATHING - 0 G REF. ARCH. GL BEAM T W REF P_A { FOR SIZE AND SPACNG 4"" -18 GA STUDS s 16" os IS BEAM SLAB O- GRADE EL. 100"-0" FF.E. r -, 0 WALL SECTION 4" -18 GA. STUDS s 16" oc. (6) No. 8 SELF DRILLING SCREWS 4) No. 8 SELF DRILLING SCREWS REF. I/55.1 FOR UNDERSLAB REQUIREMENTS SLAB ON- GRADE EL. 100' -0" I FFE. 1/2' WALL SECTION REF. 1/55.1 FOR UNDERSLAB REQUIREMENTS PL TUIOOD- SHEATI4NG SLAB ON- GRADE 4x10 REF. 3/56.1 FOR DETAILS TJW REF. PLAN FOR SIZE AND SPACING EL. 100-0" FFE. WALL SECTION 4) No, 8 SELF DRILLING SCREWS EL. O4' -0" �t TO. PARAPET Il C EL. 122' -0" T.O. MASONRY I:THIP'fs 4" -18 GA STUDS e 16" o.c. (6) No. 8 SELF DRILLING SCREWS ( 4) No 8 SELF DRILLING SrjPELLB WALL 1/55.1 FOR UNDERSLAB REQUIREMENTS PLYWOOD SHEATHING P.T. 4x10 REF. 3/661 FOR DETAILS - TAO REF_ PLAN FOR SIZE AND SLAB ON GRADE EL. 100' -0" FFE O WALL SECTION 1/2" =1' -0" SHEATHING REF. ARCH. EL. 122' -0" T.D. PARAPET " -I8 GA. STUDS e 16" o.c. " -IS GA. STUDS e16 " o.c. CMU WALL REF_ 1/50.1 FOR UNDERSLAB REQUIREMENTS b198 pECENE CIT'CFTU 5E? 2 3 1998 powiTCFME w 111 W 3 Z g a W °z cc w_ a_ C-1 • C co CC n_ PROJECT NO. 97552.04 DRAWN BY ,BD CHECKED BY DATE' 7 - 10 - 98 REVISION Consulting Engineers m SW Rh Avenue Safe 2500 Po'f/enc, Oregon 97204 503727 -3257 BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUM 430 LAKE OESE00, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 WALL SECTIONS S4.2 COLUMN BASE IE SCHEDULE COL. SIZE WIN.) B( IN) WIN.) X(IN.) ANCI-L BOLTS (No.) DIA. x L TS 5x5 12 12 1 b 1'2 (4) 3 4 "0 x 5" TS 6x6 12 12 1 11 1V2 (4).4"0 x 5" TS 2.4 12 10 16 1 1 ' 2 ( 4 . 1 . 4 . " 9 , X S" TS 8x8 14 14 15 1k2 (4) 3 j4 "0 x 5" FOOT ING S :NEDULE MARK SIZE „ x . "I” REINFORCING ® 4'- 0"x4' -0" t2" (5) • 5 EA. WAY @ 5'- 6 "x5' -6" 14" (1) • 5 EA. WAY ® 3'- 0 "x3' -0" 12" (4) • 5 EA. WAY 4' -6 "x4'-6" n' (5) • 5 EA. WAY SECTION AT LARGE FOUNDATION (2) • 4" CONT. WALL FOOTING 32.1 W r =1' -0" 6.0G. BEYOND GRADE BEAM REF. 14/55.1 FOR REINF. SECTION AT DOOR OPENING 1" =1' -0" 1" =1' -0" T�r WALL BEYOND SDG. a ° b•. 1/35J FOR UNDERSLAB REQUIREMENTS TYP. PIER FOOTING S2.1 TYP. GRADE BEAM DETAIL S2.1 •4 DOWELS x • , I. I/85.1 FOR, U 4PEI SLAIS REQUIREMENTS CMU W AL L • 3 © TIES • 12" o.c. BACKER ROD CAULK JOINT w/ MIN. DEPTH OF I I2 OF JOINT WIDTH CMU WALL HORIZ. BOND BEAM REINF. STOP EACH SIDE OF JOINT. (STOP LADDER REINF. AT JOINT.) S2.1 W 1 " =1' -0" (2) • 5 I2 DOWELS. LAP 1' -6" TYP. CMU WALL FOUNDATION 1 " =1' -0" S2.1 I MI re 74zz a� /% i1$I'Ai " , i ; l � iii " J I % • • 5CONT. / / IN :� CMU WALL I -IORIZ REINF. '� TYp. BOND BEAM (TYP.) STACK it CORNER REIFF. OVER BOND BM. REINF. 1 " =V -0" SINGLE LAYER TYP. CMU WALL CORNER PLAN DETAIL SECTION A -A TYP. GRADE BEAM AT FOOTING DETAIL NOT USED 15 r S2.1 11 WALL DOWELS TO MATCH WALL REM. ALTERNATE DIR OF HOOKS 3)•5CONT. STAGGER SPLICES LA S` t CONTROL JOINT $€AP i 911614 GRADE S2.1 NOTES: I. CHORD REINF. MUST BE CONT. THRU JOINT. 2. LINTELS OR HEADERS OVER OPNGS. MUST HAVE CONT. REINF. 3. SPACE CONTROL JOINTS A MAX OF 40' -0" o.c. i i'�'i iii!! - ieii ,.�ii y� 1101 .Arl AWE 402.r..0 ► r#:05/ iii ii v iii /�ii iiii i y VERTICAL WALL REINF. EACH SIDE OF JOINT SINGLE JOINT DOWEL TO MATCH BOND BEAM REINF. LAP 45 BAR DIAMETERS AT EA. SIDE TYP. CONTROL JOINT DETAIL S2.1 TYP. FOOTING SCHEDULE 52.1 ISOLATION JOINT AT COL. =1' -0" X „ I TYP. BASE PLATE DETAIL S2.1 S2.1 -EASE E / REF SCHEDULE 1/55.1 FOR SIZE t ANCHOR BOLTS COLUMN BASE PLATE SCHEDULE S2.1 KEYED JOINT 14 SLAB MID - DEPTI -I) PAINT w/ CURING COMPOUND AS BOND BREAK BORE ADJACENT SLAB IS PLACED MEi y„ SAW cur CONSTRUCTION JOINT (SAW SAME Vs" +s DAY AS POUR) r FILL w/ JOINT SEALER FILL w/ CONC. F;4 _ O T/10 f (34:. MIN.) f r ] = =1111= 1,11 1 j•" PREMOLDE i ; STRIP FLUSH w/ - SU� .,C£ VAPOR 0' BARRIER 2" SAND UNDISTURBED SOIL 0 SAW CUT JOINT FORMED JOINT TYP, SLAB ON GRADE DETAIL S2.1 I' -0" THICKENED EDGE DETAIL r =1 -(F S2. REF. FOOTING SCHEDULE 4/55.1 T MIN. 31E31E ,�IBIE.31FIE31�31= 1E�IF.,�1 F i:Y?S -OZ53 Mara CONTROL JOINTS TO BE 20' -0" oc. MAX 6" CAPILLARY I .2 BREAK ( MINUS MATERIAL) e2•� 12" COMPACTED STRUCTURAL FILL BASE E REF. BASE E SCHED. 1/55.1 C ITY OFTUM"nt R FR ED SEP 2 3 1 UND I STURBER-FrwatiarreR FOOTING DETAIL AT STEEL COL. 1" =1' -0" S2.1 MLA M PROJECT NO. 97552.04 DRAWN BY .BD CHECKED BY eP DATE 7 - 10,8 REVISION : m SW 5m Awe 2500 r«tiv ( Qbgbn 97204 5m- 227425 H z 0 z Consulting Engineers BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAID= CSWE(i0, OR 97035 (503) 670 -1234 FAX (503) 670 -0235 CONCRETE DETAILS S5.1 1 18 'INDEXED ENDS' FOR PUNCH -OUT ALIGNMENT 19 SIMPSON 44024 4x BLOCKING - tTWEEN JOIST 46°^0 BOLT GL 'BELT., 'REF. PLAN STEEL SECTION Vol NAILS • x " oz. OVER LENGTH OF 4x BLOCKING PLYWOOD SHEATHING SIMPSON 1 14U5412TF TYP. V," EASE B PLYWOOD METAL SHEATHING STUD S TUD FRAMING CONNECTION 3 =1 -0 GL BEAM OR CMU WALL Wi4ERE OCCURS (8) 8d NAILS 7J9/ TOP CHORD OR 2x FLAT WISE BLOCKING a 48" c.c. 21-Et JOIST RUNS ARA4 I F1 TO GL BEAM OR CMU WALL STRAP TIE DETAIL 1/2" =1' -0" PLAN (CONDITION AT CMU WALL SIMILAR) CONT. TRACK w/ (2) 0.145" 0 LOW VELOCITY FASTENERS • 24" oc. REF. 15/56.1 STEEL JOIST (8) No. 8 SELF DRILLING SCREWS TYP. 2" WIDE IS GA. STRAP TIE • 48" oz. S4.1 S4.1 2) NO. 8 SCREWS AT BOTH SIDES NOTE: IN CURTAIN WALL APPLICATION, ONLY ONE SCREW REQUIRED AT BOTH SIDES STUD TO TRACK - SCREW ATTACHMENT N.T.S. S8.1 / 41e /// CONDITION PARALLEL TO ROOF JOISTS AT GL BEAM i6 TS BRACE TO GL BEAM /CMU WALL CONN. 1 1/2"-V-0" S2.1 4x8 BLOCKING w/ SIMPSON HUS48TF AT EA. END TO ROOF JOIST SCREENWALL COLUMN SUPPORT AT ROOF 1 1/2" =1' -0" n TS STRUT CONNECTION 1 1/2"=1.-o" TS 6x4 BRACE Vs" CAP R w/ (2) 46 "0x3" LAG BOLTS • GL BEAM OR (2) 46..x., EXPANSION BOLTS AT CMU WALL WHERE OCC}JRS TS COL. CUT PLYWOOD BEVELED SHEATHING TO NAILER IS ACCOMMODATE FASTENED 1 j4" SIDE IE'e TO STEEL ' -6" SIDE w/ V ="0 Se w/ (2) 4 6 "0 THREADED THRU BOLTS 511105 3" GAGE a 32" or. METAL STUD CONT. TRACK w/ (4) NO. 10 x 2" WOOD SCREWS AND WASHERS ADJACENT TO EA. VERT. STUD ((2) SCREWS EA SIDE OF STUD) STUD TO TRACK CONNECTION e- STUD CONN. TO GL BEAM HD2A 3" =1' -0" S4.1 its COLUMN CMU PIER CONN. TO TS COL. 4x TOP R IE t/ax3x®'_'1" rrPT 9 (IE 1 4x3x! -0" • SIM.) w/ (I) 4 5 "0 ANCHOR BOLT, TWO SIDES OF TS COLUMN, TYP. CMU PIER TJW 4 2x BLOCKING BACK ffi 3 4xex0 , 40" w/ (4) • 6x3' -0" A106 REBAR (LAP w/ BOND BM. STEEL) GL BEAM TO CMU WALL PLYWOOD V4EATHINS TYP. >-*- SIDE es 14x10xl•-1• 6 w/ (4) 1"0 A301 THRU BOLTS GL SEAM REF. PLAN FOR SIZE BEARINCs 1 3 4x1Vx0 , -S" w / (2) • 5x2'-0" A REBAR NON - SHRINK BACK GROUT IS 3 i4x8x0' -10" w/ (2) • 5x3' -0" A106 REBAR (LAP w / BOND BM_ STEEL) TJW PLYWOOD ROOF SHEATHING 2x BLOCKING- GT. BEAM TO CMU WALL SIDE IE'S 14x10x1' -1" w /(4)lg "0 4301 THRU BOLTS GL BEAM REF. PLAN FOR SITE BEARING IS 3 4x8x0' -8" w/ (2) • 5x2' -0" A106 REBAR NON- SHRINK GROUT SHEATH EcvE arm TRACK BLKG, STEEL JOIST 4) • 10 SCREWS EA. STUD S2.1 V 1 ".1' -0" 4x TOP R TS OR BEAM (METAL STUD WALL AT SIM.) S4.1 W 3" =1' -0" SHEATHING S4.1 3 " =1' -0" JOIST TO STUD CONNECTION TOP TRACK w/ 3" FLANGES AND GAGE TO MATCH WALL STUD. FASTEN TO STUD w/ (2) No. 8 SELF DRILLING SCREWS, TYP. • 10 SCREWS •6 " o.0. SHEATHING REF. ARCH. METAL STUD TAL STUD • 10 SCREWS e 6" O. SHEATHING JOIST TRACK BLKG. STUD TO JOIST CONNECTION GL BEAM SLIP TRACK w/ 2" FLANGES AND GAGE TO MATCH WALL STUD. FASTEN TO GL BEAM w/ 10d WOOD SCREWS a 8" oz. (FASTEN TO TS BM. w/ 0.145 "6 POWER DRIVEN FASTENERS • 16" or. WHERE OCCURS) DEFLECTION HEAD DETAIL 3 " =1' -0" CMU WALL S4.1 r 1 " =1' -0" METAL TRACK SIMPSON GLBT 516, W =616" FILL (6) CELLS UNDER GL w/ SOLID GROUT PROVIDE (I) • 5 IN (3) CELLS EA. SIDE OF BEAM AS SHOOK IN SECTION A -A S4.1 r 1" =P -0" SIMPSON - 1-1C4C3TA 1 -1 w/ (3) ROTATION BOLTS AND (4) SLOTTED TENSION BOLTS SIDE IE'S 1 4x8x1' -6" (4) "0 A301 THRU BOLTS BEARING E IxBM. WIDTH 1 "x1' -6" S4.1 1 =1' -0" GL BEAM TO CMU WALL . V SECTION A -A TYP. GL BEAM TO CMU WALL 9$4� = \ 0 00 444 S2.1 - 1" =1' -0" S2.1 NOTE. WRAP END OF GL BM. IN 30• RO G FELT TYP. CANT. BEAM CONN. NOTE- REF. DETAIL 5/562 FOR CROSSTIE CONN. �.GL BE AMS' REF. PLAN FOR SIZE TS COLUMN REF. PLAN FOR SITE `J 1 " =I' - Pi SIMPSON MPAI32 • 4' -0" or, INTO SOLID GROUT 2x PLAT BLOCKING NAIL TO LEDGER w/ (2) 16d a 6" oz. BOND BEAM TYP. 8" CMU WALL SIMPSON PAl23 • 48" o.c. BOND BM. TYP_ P.T. 4x10 8/ lg "0 AB'S e48 CMU WALL S2.1 1 " =1' -0" S2.1 y 1 " =1' -0" USE (2) SIMPSON 22 Z -C IPS AT EACH END OF 2x BLOCKING EMBED TYP. TJW TJW TO GL BEAM SIMPSON C516 STRAP 2x8 FLAT BLOCKING GL BEAM REF. PLAN FOR SIZE SECTION A - A 82.1 S2.1 PLYWOOD ROOF SHEATHING TJW t:qS- rIZ53 BENNER STANGE TYP. TJW TO CMU WALL CONN. ASSOCIATES "RCHITECTS, P.C. S2.1 SIMPSON 0516 STRAP REF. PLAN FOR EXTENT OF STRAP PLYWOOD ROOF SHEATHING 2x FLAT BLOCKING AT STRAP 2x8 FLAT FRAMING BLOCKING WHERE DETAILS SIMPSON STRAPS LAP. RECEIVED TJW SEP 2 3 1996 SIMPSON marrENTS PAI23 STRAP PLYWOOD ROOF SHEATHING TYP. WALL ANCHOR AT ROOF S2.1 CC IA 1 I W Z 7�eid O U � n � < 'ET), z z_ C Q a n tt� PROJECT NO. 97552.04 DRAWN BY CHECK/5D BY BP DATE REVISION : • Consulting Engineers 9151V Elh awr.A Sale 2500 Portland @a 972. 503 -227-3251 5000 S.W. IMEADOWS RD. SITE 430 LAKE OSWEGO. OR 97035 (503) 670 -0234 FAX (503) 670 -0235 S6.1 J 8" ail WALL GL SEAM REF. PLAN (2) 0 5 DOA'S 3 " -0" LONG 1 =1' -0' REF. 8/S6.I FOR SIMPSON CLAW. CMU WALL !2) kix5x0' - " W/ (2).4 "t NMI BOLTS 3 4x1x1 , 2' Iyt " NON- 81419.94C. GROUT A � SIMP5ON H015 NEAR SIDE ONLY ';tio®oe Of GL BEAM A o • •.. r = III_ th !Q� F . • SECTION A -A WRAP END OF GL BM. IN 30e ROOFING FELT VERT.WALL REINF. PROVIDE (I) • 5 IN (b) CELLS EA AS SHOUN M SECTION A -A GL BEAM TO CMU WALL CONN. I.4x0 A301 THREADED ROD GL BEAMS REF. PLAN FOR SIZE CROSSTIE AT GL BEAM HANGER n GL BEAM TO GL BEAM CONN. 1 • " =1•_p^ 56.1 l =1• -0' S2.1 O TS CONN. AT CMU WALL 1- =1' -0" S2.1 1e T14x4 L 4x4x4x0' -4" 1 4'' END IE TYP. WHEN WORM TS WIDTH EXCEEDS TS COL. WIDTH TS COLUMN S2.1 GL BEAM - REF. PLAN TS BEAM /COLUMN CONNECTION \ A� 3 SECTION A -A _ / 3 SIDES /~3,(6 ✓4 TYP 3,� CAP E 3 S DEI5 '• TY L •Ax4x.74x0' -4 ", TYP. lL 4x4x4x0' -6" AT TS Sx8 POST) TS BEAM S3.1 GL BEYOND - SIMPSON ECC16 COLUMN REF. PLAN NAILER5 ON GL BEAM NOT SHOWN FOR CLARITY GL BEAM REF. PLAN TS COLUMN REF. PLAN GL BEAM TO GL BEAM CONN. S2.2 C ill w �u a I— x A4 LU z z U CC Iii a_ m � n_ PROJECT NO. 97552.04 DRAWN BY .BD CFECKED BY DATE 7 -ioaa REVISION Dili Consulting Engineers III sr 5th Avenue sae 2500 Porde. Oregon 97206 50.7-727 -3251 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. L.EADOWS RD. 430 LAKE OSWEQO, OR (503) 670 -0234 FAX (503) 670-0235 FRAMING DETAILS RECEIVED SEP 2 3 1998 PERMIT CENTER S6.2 CURVE RADIUS LENGTH DELTA Cl C71 2.00 20.00' 3.14' 26-49 900000" 755245" C72 C73 3.00 5.00' 5.4• 6.62 10409 24 755076 C74 C75 25.00 3.00' 39.27' 5.45' 9000'07" 104 C76 C77 175' 10.00' 3.93 2.48 1801013" 141202 C77b C78 12.00' 12.00' 18.8T 18.82' 900705" 895255" C79 5.00' 265' 1107628" C80 C81 2.00' 8.00' 2-42' 12.5T 6973 32 90•00 C82 C83 5.00' 5.00' 15.71' 7.85' 1800001" 90•0'00" C86 C87 3.00 ,.50' 6.54' 3.80' 125'00'00" 145 C88 C89 2.00' 20.00' 1.22' 12-22' 3500 350000" C90 C91 5.00 200' 8.69' 2.81' 9975'39" 8074'21" C92 C93 12.00 1200 18.85 1&85' I 90W'56" 897904" C94 C95 6.00' 6.00' 10.91' 7.94' 1047674" 75'23'36" C96 4.00 7.27 104 24" isr39" E 50.00 c 49.7 32.5' 10 14.7 1.6 ' 1.0 8.6' 17 24 1457 3.50' N57 412' 164 68 S0,09 ACT III 72.3' C76 12.5' 17' N 1.5g - 19. 19 25 1 i9 35,13 TYP. Ty, C9 TYR Ty, N11 W .2Z95 N87•50'09, ,92 13.5,19 TYP. S87:5, 09 S02 W 8.5,19 TM Ty, 1_019190 e N87 09 55.75' S8730 NO2129'5, 7.00 Q.79 SOZOS 51 N113,33, 42 STALLS TO BE MARKED "WAINTENANCE - PARKING ONLY" ( C.90 2 tr. C91 13 96 Ai 0Z2452 E fa alL 09 ssattg. Nons,rE _ 9 S OUTHC ENTER 75,0 R 10724' PKWY 1r - CURVE DATA TABLE GRAPHIC SCALE ( FELS ) DcI6-ozs 120 Consulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland, Oregon 97204 503-22,3251 FAX 503-227-7980 III LU I- Lu 0 It Ui a. CO <>- z 0 z It < n_ PROJECT NO. CCIANERIEnr GSW.-IAL/SES CHECICED BY RJG DATE . 5/11/98 sevosION 5/14/98 CITY 12,1510N5 5/1,95 6/12146 8/12/98 OITY REVISIONS MI/ S emoi. ROTATION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 13N. LEADOWEI OWE 430 LAKE asveao, CR 97035 043 WO-0234 FAX (5033 670-0233 SITE DIMENSIONAL PLAN PARCEL-B crgUruKwILA ,998 PERMIT CEN2 C2.3 97079-19 CONST. AC PER FF =28.50 DETAIL, TYP. 7C =26. TP =25.72 TC =2592 W=25 42 TP =26.3 TP =26.2 = 7.05 J TP=25.04 TP =26.55 I T °5 1P =26.26fi = 6.39 -. TP=26.39 REFER TO W.P.H. AROH. ACT III BUILDING PERMIT SET FOR SCOPE OF WORK INSIDE OF CURB LINE. 1P=27.32 TP 2� 32 TP =27.22 ETC =77:06. w 262 9 TP =27.36 • ADJUST SMH 7 �pp 997.I9 SAWCUT LINE, TYP. r �� Z I _Di I = TP -27 28 f UMATCH XIST. I Z6.5 Q W IC T TP 27.169 t J L I ( CONST. STD. CURB / PER DETAIL, TYP CONST. HC RAMP 1 21 I (PER EXIST. DETAIL, CB TYP. M2 1 TP= 25.9#,; TO GRADE •REPLACED CB Ms -2 -1 MATCH EXIST. TP =25.9t 27.78 TP =27.28 P ' M ATCH MATCH E 1 1ST. EXIST. TP =29,8$ REMOVE EXIST. D AND CONST. S W 79 y SAWCUT '1W/ STD CURB LINE, TYP. ?ER DETAIL, TYP. ATCH EXIST ' MATCH EXIST. 1 F A V 'WRJJ' CASEMENT rF e J S -BL r 7.G. UNE iF a ?!/ WHICH FALL WITHIN" 710, SO .ORN OUR (REr. NO. h:011. MATCH IST.m.... 288 1 L. L`'J N 0224'12" E EXIST. FF =29.19 •v LI DD.'. FREES 1...0151'A9 IT TNcE PK WY ..MATC:. EXIST. I 1P =27_D± TVAM ADJUST VAULT TO GRADE REMOVE EXIST. D/W AND CONST. COT D/W PER DETAIL R5-9 MATCH EXIST. TP =27.4# EXIENSI - DETAI! 91T C1.1 SHEET NOTES 1. RFSER TO DIMENSIONAL SIT. C2.0 FOR ALL DIMENSIONS, CURT DATA, AND D/W LOCATIONS. 2. SAWCUT OMITS WILL BE DETERMINED BY CONTRACTOR AND ENGINEER TO PROVIDE FOR POSITIVE DRAINAGE 3. CONTRACTOR TO REPLACE DAMAGED AND UPHEAVED VW ALONG SOUTH 180TH AND SOUTHCENTER. GRAPHIC SCALE ( 1N FH66 inch = 30 ft Consults , Engineers 111 S.W. Fifth Avenue Suite 2500 Fortis*. Oregon 97204 503- 227 -3251 FAX 503- 227 -7980 PROJECT 9TOT NQ DRAWN BY 66H/-1AL/ss3 CFECI® BY DATE 54I/46 111M SITE GRADING PLAN PAPISO -. CIT OFTDM'AIA PERMIT currE `. RE=VISION . 544/48 cITY REVISIONS 544/48 642/48 842/98 GIN REVISIONS : A9/11/98 BUILDING ROTATION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 aw IF-ADORE ED. I LAKE OWEOOI, CE WOW FAX ROM 670-6 97079 -21 COTG 1,13 -2 -1 -2 IE =24.65 66 1F-6 s= 0.0100 IE =25.88 6 IE =23.19 6 IE =25.88 27 LF -6 "S0 S =0.0400 22 LF -6 "SD M2 -1 -UNE 5 =0.0400 SD COTG M2 -2 15 =24.88 NOW: 1. BACKFLOW PREVENTION �. ON THE 6" FP UNE WILL BE PROVIDED BY NEWPORT BAY MECH. ENG. IE =25.68 5 =0.066 13p t COTS M3 -2 -1 -3 IE =24.49 COTG M3 -2 -1 -1 IE= 24.02 �,5 5D ,0.0 19 LF -6 ° SD , 5=0.0680/' - 19�LF -6 °SD S =0.0740 • PROPOSED • FUTURE GREA INTERCEPTOR BY OTHERS • N.I.C. • 8 %8 %6 TEE �\ 8 "x6' '`: REDUCER � 5 23 ''� 31 LF -6 "FP BEND ` CB K -4 TYPE 1 RIM =28.0± IN 24.09(SE) OUT =23.99(NW) 51' S 0 01y CONN. TO EXIST. 10 "FP 6" SADDLE TAP SDMH M -3 INSTALL PIV GREASE INTERCEPTO BY OTHERS 10 LF -8 ° S 47 LF -8 "SD M -2 UNE / S= 0.0050 S= 0.0126 47 LF -24" SD M -LINE =0.0115 -11-1 / - 1/ --1/ - -/ - -/1- /f- IA :_//- -- ABANDON EXIST. SMH ■ >. %` r '4, ` y � PLUG EXIST. SD(3) AND ' >9 REMOVE EXIST. CB AND REPLACE 11NL W/ CB 53-2 -1 TYPE 2 RIM =25.9 75 LF -8 ° SD 53 -2 -1 -UNE 5= 0.0140 2 "x2," REDUCER NSTALL 2 W M TER BACKFLOW PREVENTION ON THE 6° FP UNE WILL BE PROVIDED BY DESIGN/ BUILD MECH. ENG. CB K-3 TYPE 1) RIM =28.0± IN= 23.52(SE) OUT= 23.42(NW) N 78 ' BEND ( `r 71„H K - 30 RIM =28.4± 15= 23.12(SE) OUT-=22.92(N) 9LF -6'5 1 - - 1 - /A- / / -f /" "// 71-H---it / IE =19.90 IL IE =25.00 ii\ ``I II OH s "� Y 4.75 ` 0 30.75' SD COTS K - IE =25.00 I. I RELOCATE FH ASSEMBLY 8 CONN. TO EXIST. 8" FP Q 4 CONN. TO EXIST. 10" FP W/ 10 "x1 0 "x8" TEE SDMH PLUG EXIST. 8 RIM =27.20 IN= 22.30 N) IN= 22.10 E) IN= 24.00 S) OUT= 22.15(0/W) OUT= 22.99(OVERFLOW) SUMP =20.15 EXIST. CB M2 -1 PLUG EXIST. 8 "S RIM =25.9 OUT =22.90 A SMH D -3 CONN. TO 6° S STU RIM =27.55 IN= 23.15(W) OUT =22.9 ( ) w .. + p,: P , I../ N , Ir H r ,h'I " I t i � 1. CB 53-3,1 .tYPE 1 ° / RIM =26.00 n ° 515 -1 IN- 23.00(5) yr 161 - USE 50 \ / RIM =3010 0 53 - ERIE IN= 19. OUT =23.00(SW) S= 0.0005 I aT ie.1 s11q ( PLuG EMI'. 18' 2 AND I RIM °2 .70 -„ �,, �! C5.4 � e 'M. � ® III EN= 100 LF -8 "FP 515 =26.7± IN= 22.61(E) IN= 22.58(S) IN= 22.71(NE) OUT =22.56 PLUG EXIST. 24' AND -- LOCATE EXIST. SD I EXIST- SpMH =1 AND CONST. MH OVER UNE 131Ah29.5± SDMH M-1 RIM =29.0± ,, IN= 24.8(EX15T. /W) ill; S IN 22.45(E) - IN= 22.49M IN- 21.96�SE) 00 7=22.7(EXIST.) IN- 21.8 ±(EX I T-/S) ''v 0 r ' OUT =2L,8t(EXIST. /N) 0[!1 ! ,', 30. 10 „ 1'-, r i. WIDE ilia/II E /;SI.MENT (3) AS PEP EEC. NO. 63438/6 42 11H 31 J MEI Q ' / / i oismil 5515T. SMH E--2 _ RIM =30.5.* IN= 17.9J(NE) IN= 17.9 ± /1 OUT =17.86 EXIST. /E CONN. TO EXIST. 10 W WI 1h" TAP INST 1 W METER EXIST. 556 RIM =31.0± IN= 20.00(N)) / IN= 19.5 ±(EXISTJS) OUT =19.3i(EXIT.. /E) I / J A = 75`30' K =_ (07 _° / / GRAPHIC SCALE ( IN FECT 1 inch =20 1L Ernit Consulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland, Oregon 97204 503 - 227,251 FAX 503- 227 -7980 PROT DRAWN EY 1 6.H/JAL/5E5 CHECIOED BY RJE. DATE SITE UTILITY PLAN PARCEL-8 REC EIVED C R Y OFTUKWILA F 2 398 PERMR CENTER C5.3 REVISION 5/14/98 GIN REVISIONS 5 /19/98 T/1O/98 8/12/98 GIN REVISIONS I 9 /11/98 BUILDING ROTATION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 8W. MEADOWS SLOE 490 (:A16c 0112820. OS 97095 WOE 400-0894 FAX 91029 570"0895 97079 -22A