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Plans (16) BUP2019 -00345 TENANT IMPROVEMENT a`x �� Ed , ARCM 01 00 00 GENERAL DATA b. GENERAL REQUIREMENTS 26 00 00 ELECTRICAL : DESIGN/BUILD \ MICHAEL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON GENERAL for W WIRE THWANG VA STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. 1. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 2, VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO CPPORTLAND,OREGON �o 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING TENANT'S MOVE-IN. 5851 CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL iII TO PACTRUST F 0FCONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND RE FURTHER COMPENSATION SHALL BE DUE 3 1-FOOT CANDLE. { l I � " THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. I 4. WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS 1`O PRO\,ID 4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE SIZE TO BE BIDDER DESIGN. EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 208V/120V POWER FROM THE 480V/277V SYSTEM. I DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO a. TRANSFORMERS TO BE ENERGY STAR LABELED. �c rE'vED PROJECT # 19540 ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. l..v LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C TENANT• t 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS DEC 1 �Ot STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL _ - stil lett* 3 CITY OF"'ARD ASSEMBLY AND CASE. stlo?1 BUILDING DIVISION Q 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 5. LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. e a 1. SITE WORK ..cF:C iomlo'o- 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING 6. LIGHTING ENERGY MANAGEMENT IS REQUIRED IN BUILDING AREAS 5,000 SF AND LARGER. nt, r� 15333 S.W. S EQO U IA PKWY. CARPETS. ,- {t?1'J0 © #1 00 7. OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. .,.,,-.a=`���'' - f *r Z 8 ROOF MEMBRANEALL ROOF RTOIMATCH TONS O EAEXISTING ROOFONED . 8. TO BE REMOVED. PATCH AND REPAIR ROOF AND 8 TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT t M` uvl�r f'` ® PORTLAND,AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND ty , O R 97224 OFFICE COP < 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE ;tL1 - L Ca. ARRONIES INCLUDE: IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. a. ARROW ROOFING, 503-060-2767 's PROJECT NARRATIVE _ EXTERIOR LIGHTING „w4=�"� b. PACIFIC ROOFING,503-640-3163 1. ENTRY LIGHTING AT ENTRY CANOPY:LITHONIA LDN4SQ 35/10 LS4 AR LD MVOLT EL R5! 3 � 1 C O J '' PROJECT CONSISTS OF REPLACEMENT OF ENTRY CANOPY WITH NEW, LARGER c. ROOF TOPPERS,ED ROOFING 2. KBR8 LED BOLLARD BY LITHONIA LIGHITNG -" [] CANOPY. RECONFIGURATION OF EXISTING LANDSCAPE AND HARD SURFACE Z O d. GOT YOU COVERED ROOFING,503-975-9136 - t 32 00 00 EXTERIOR IMPROVEMENTS "! ;� v' AREAS, CREATION OF COURTYARD, REMOVAL OF EXISTING BIKE RACKS AND (VERIFY WITH SHELL CONSTRUCTION ANY WARRANTY REQUIREMENTS) PRIOR TO ANY EXTERIOR EXCAVATION OR BORING,GENERAL CONTRACTOR SHALL OBTAIN AN UNDERGROUND a't"""� V 1 � C Z M 10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS UTILITY LOCATE. ,16T+3tI'WA DELIVERY DRIVE.ALL WORK TO MEET ADA REQUIREMENTS. Q �k N AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. pq�•.a+-=�• C3 N 32 01 11 RUBBER AND PAINT REMOVAL FROM PAVING ^, 2 11.PROVIDE ADEQUATE PROTECTION TO AIL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO C3 Y U 1. USE SAND BLASTING TO REMOVE UNWANTED PAINTED LINES AND STENCILS FROM PAVING AS INDICATED ON COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL , IG:PI W a THE SITE PLAN, BLACK PAINT OVER EXISTING PAINT IS STRICTLY PROHIBITED. ,i/.A1F" ` O_ C\' BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION � N � ACTIVITIES. 321723 PAVEMENT MARKINGS1oNle'B WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT 0 0 12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING 1. PAINTED HANDICAP STALL SIGN:CONTRACTOR TO USE LANDLORD SUPPLIED STANDARD HANDICAPPED btlts'a'Fr1�'t�`'' O O RESTROOM FACILITIES. STENCIL.DO NOT APPLY OPTIONAL ADA BLUE BACKGROUND. 1� r : ,,, , t d 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT et81�"' r-rU?rrl'e• t= � ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE J W O O PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER C'! 'x' W W M LO L0 LO L0 COMMON BUILDING AREA BE USED FOR STORAGE. , 91ow"0'J C3 CO h 14.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. Ifl2't fj�y;xt0{. _ Q N H Z 15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. -� .� O Co Cb 0 ,. 16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, �/_, M M r r . UtY J ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. f , m.� 0 O O 17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. �1"- - .� - - LID� 0- LO U-) co 18.CLEAN ADJACENT EXTERIOR AREA, I.E.WALKS,EXTERIOR GLASS,ETC. 19.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. BUILDING INFORMATION TENANT INFORMATION 20.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. OWNER: PACIFIC REALTY ASSOCIATES, L.P. SPEC OFFICE VACANCY 21.PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT' 15350 SW SEQUOIA PKWY#300 DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED PORTLAND,ORE 97224 OCCUPANCY: B/S-1 PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS SPECIAL IN:ir°�\sYik.�i�.°' i7�"OUiRED SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL State of Oregion Sfn�.tLI4 Specialty Code (503)624-6300 (PHONE) FLOOR AREA: 11,247 SF TOTAL "AS-BUILT"DRAWINGS AND O B M MANUALS HAVE BEEN RECEIVED AND APPROVED. (503)624-7755(FAX) 22.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, concrete and FS;.?'ic`+�Ira Slael FUNCTIONING PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF BLDG.#: PCC BLDG. 5 (pcc228) WHETHER OR NOT SHOWN ON THE DRAWINGS. Botts Instahed is ... _. 23.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". -__ _ -_ _ __- -_. _ __- -__. Special Moment-Resisting-Concrete Frame _._ -_- _ CONST. TYPE.: II-B 24."ALIGN"AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. ❑ Reintomng Ser-t s Prestressing Steel Tendons THIS BUILDING HOUSES VARIOUS TENANTS INCLUDING THIS TENANT. THE EXISTING 25.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. Structural Wetdi-Iq BUILDING IS A SINGLE STORY BUILDING OF 22,500 SF AND IS FULLY SPRINKLERED. 26.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 72 FEET. TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO High-Strenght Jolting REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL ALLOWABLE AREA REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE ❑ Structural MasonYJ CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS DIRECTED AT CONTRACTOR'S COST. ❑ Reinforced Concrete ALLOWABLE AREA 23,000 SF (OSSC 2014 TABLE 503) 27.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS, MECHANICAL,ELECTRICAL AND SPINKLER INCREASE-200% 46,000 SF (OSSC 2014 506.3) PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL ❑ Insulating i^ll TOTAL ALLOWABLE AREA 69,000 SF SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. ❑ Spra"A 1119'7 ":t-F:n*,Istfve Materials r Pt 28.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER ❑ Pilings, Drilled Piers encs Caissons LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE ❑ Shotcrete �+ CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE CODE SU MMAR 1�/ APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY ❑ Special Graving. Excav2fion and Filling THE ARCHITECT PRIOR TO INSTALLATION. 29.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE ❑ Smoke-Control Systems ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, INCLUDING GENERAL Other InspectionsBUT NOT LIMITED TO: 1. REMOVE ALL FLOOR COVERING AND ADHESIVE IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR • 2014 OREGON STRUCTURAL SPECIALTY CODE TO INSTALLATION OF NEW FLOORING. • 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH • 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) U A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) 01 73 29 CUTTING AND PATCHING • OREGON FIRE CODE (OFC) ASC • E-7-10 ASC 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK BEING UNDERTAKEN. ) • ICC/ANSI 17.1-2009 a:ENERGY 2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. / • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. 4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT = O SURFACES TO THE FULLEST EXTENT POSSIBLE TOE WR D curnww no. O EXIT MI � 5. PATCH WITH DURABLE, INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. ---- _ --_ - ` w 6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH MIN.6"PENETRATION INTO EXISTING CONCRETE AND MIN.OF 6"EXPOSURE INTO POUR BACK.CENTER xx+xxi nl,nw, DOWEL IN SLAB DEPTH. ��-� �� iiI����" to �"' Z W `YYL 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECTS OPINION AND REPLACE AT NO •' � i +< "y, 0 0_ ADDITIONAL COST. 17 1~ r�, W V' 03 00 00 CONCRETE y U ? 04 1. EXTERIOR FLAT WORK: 2 r a. 4"THICK UN-REINFORCED CONCRETE SLAB WITH AIR-INTRAINMENT OVER 4"COMPACTED CRUSHED oil e T a - 2 0 „ti O ROCK(3/4 MINUS). �+ g 3 n s 1 > a. W 0 R b. CONTROL JOINTS 5 O.C.MAX, EXPANSION JOINTS 20'O.C.OR AS SHOWN ON PLANS. 0 1c. BROOM FINISH WITH TOOLED EDGE EACH SIDE. _ � - a -�c�,'„ � v U > Z 04 00 00 MASONRY AND STONE _ _ -� W U (!j g 1. NEW BRICK MASONRY TO MATCH EXISTING.GROUT TO MATCH EXISTING. � D-ems -_\ n M 05 00 00 METALS p E••� V CO 0 2. 1-1/2"0 PIPE RAILINGS FOR SITE STAIRS.SLEEVE PIPE INTO CONCRETE. o : 11GAB'D.n3 BUILDING LOCATION GQPY (f 0- a- ICIil 9-12-18 d. PPr°vedJ' b P �.nn oFF�G PERMIT/BID D SET 3. IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. 09 62 00 SPECIALTY FLOORING gate'. 1, S �� LOCATION MAP 1111t1B�s. f�...- A-0 NOT TO SCALE Z� REVISION CONCRETE 1. AT LOCATIONS OF EXPOSED CONCRETE FLOORING, FILL ALL CRACKS,EXPANSION JOINTS AND OTHER DEFECTS WITH SPAL-PRO RS 2000. 1• 09 65 19 RESILIENT FLOORING-LUXURY VINYL TILE 2. 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. 2. INSTALL TILES IN 1/3 OFFSET ASHLER PATTERN. r 3. 09 91 23 PAINTING ■' I 11 1Q CITY OF TIGARD INTERIOR: 4 REVDR CODE COb1PLIANCE EXTERIOR: I APProved. ] 5. OTC: ( 6. 4. WASHING: A __ ___ .---- ------ r f a. ALL SURFACES TO BE PAINTED ARE TO BE PRESSURE WASHED USING A PRESSURE WASHER WITH A ' I I __,._ PemTlt#t �yo e%1 q -fl O .ZU 1 7• b. ALLOW MINIMUTO DRY THOUPRESSURE OF 2500 R UGHLYSI AdCIreS6. I�_2i`� <<rLb� • Tr �w� 8. 2. DO NOT PAINT OVER DIRT,RUST,SCALE,GREASE,AND MOISTURE. SCRAPE ALL SURFACES TO REMOVE ANY - Suite#: O SCALE. B Date: � 3. ALL IRREGULAR SURFACES TO BE FEATHERED OUT AT EDGES BY SANDING. c DRAWN BY: 4. ALL METAL SURFACES WITH VISIBLE SOILING TO BE WIPED WITH APPROPRIATE THINNER TO CLEAN. . 5. CAULK SEAMS AT JUNCTION OF ADJOINING SURFACES WHERE OPENINGS ARE VISIBLE TO THE EYE. 6. METAL SURFACES I.E.SIDING, ROOFING,DOORS,FRAMES,GUTTERS, ELECTRICAL PANEL COVERS,ETC: a. FERROUS METALS: ifVALIDITY OF PERMIT NEW-PRIME WITH ALKYD OIL PRIMER,FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE UNIFORM COVERAGE. --------------- ' THE ISSUANCE OF A PERMIT EXISTING-SPOT PRIME RAW AREAS WITH ALKYD OIL PRIMER AND FINISH WITH SEMI-GLOSS ACRYLIC TO BASED ON CONSTRUCTION ACHIEVE UNIFORM COVERAGE. - -- ---------- ------ ---------------- DOCUMENTS AND OTHER -- --- - - - a. GALVANIZED METALS: AREA OF WORK DATA SHALL NOT PREVENT NEW-TREAT WITH GALVAWASH, PRIME WITH ALKYD PRIMER,AND FINISH WITH EXTERIOR ACRYLIC TO THE CODE OFFICIAL FROM G � O ACHIEVE UNIFORM COVERAGE. REQUIRING THE CORRECTION EXISTING-SPOT PRIMER WITH ALKYD OIL PRIMER AND FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE BUILDING PLAN OF ERRORS. OSSC 105.4 UNIFORM COVERAGE. I BUILDING DEPARTMENT USE a. ALUMINUM -NEW OR EXISTING,PRIME ALL RAW ALUMINUM WITH VINYL WASH PRIMER AND FINISH WITH A-O SCALE 1" = 30' EXTERIOR ACRYLIC TO ACHIEVE A UNIFORM COVERAGE. \ MICHAEL / W WIRE IGTHWANG �7 cp�1 PORTLAND,OREGON 9�� 5851 OF 0 PROJECT # 19540 2 I I � J Q z I Z \ I� I\I Z CD co I \ \ N N \\\ \ I I W 0- < Q N 10 d 7 i W U O � � � \ \ I Q � Z44 I \ \ - - - - - - - - - - - � I I = U) Q wNco Z I — M 0 0 Ln II - - - - - - - - - - - - - - - - - - -`— _ _ _ _ _ - - - - -1- - - - �- - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - I I I I L I I 5 I I r I L -J I L I Y/ — — — — — — — — — — — — — — — — — — — — — — CD I Q I , 0 - - - - - - - - - - — o- - - - LU z -U M COURTYARD PLAN - DEMOU 0 U ~ ¢ N A 0 SCALE 1/4" = 1'-0" Q O m KEYED NOTES � o O EXISTING CURB TO BE REMOVED AS INDICATED. U 0 § z ORELOCATE ACCESSIBLE PARKING STALL AS U Q LLMC INDICATED. /Q- M O3 EXISTING BIKE RACK TO BE REMOVED. �/J M d Lo d 4O EXISTING CONCRETE PAD TO BE REMOVED. DATE' 2019-12-18 PERMIT/BID SET O5 REMOVE EXISTING METAL AND CONCRETE BOLLARDS. RELOCATE EXISTING ELECTRONIC REVISION CARD READER TO BE ADJACENT TO ENTRY DOOR. COORDINATE WITH PACTRUST. OREMOVE EXISTING ASPHALT PAVING FROM EDGE OF DRIVE AISLE TO FRONT DOOR OF BUILDING. 2. OREMOVE EXISTING ASPHALT PAVING FROM EDGE OF PARKING STALL TO FRONT DOOR OF 3. BUILDING. 4. 5. 6. 7. 8. DRAWN BY: \ MICHAEL W NL W 4W'-s`^L W y•L 4. W WW W W.L W WW WW `L W•Y .WY •L JW. y Wy W yy J'' yW 1W IIIII I WWi1I{-� J. I 17 ��9CUQQQ�J_5L�i� IRE POR T Lf/lLLAN 5851 D,OREGON RC�OEG`O�NN w IN OF PROJECT # 19G5 4QjMW Uan0 W EQ EQW Z w 6 8,_8„ 7' 1' O N WQN 21 O 0) F EQ EQ I 00 Lo o Ln 0: U) g N N Z Lij � A-1 yWWy.yV yWyW.yyJyWyy.WLLY. VyyWWyWWWWW. WyW.WWyW.WW.y`.LLLLv WyW.yyyyW.yyYY yyyWW.W.WWJyJWW✓�... .yy.'yyyWWWyyLYYL-y..y•yy`yy`•.•`LVVYLV�VL WyyWyyWLJyyyyy. Wy•byW•yyyWWWY4LY,y♦♦•Wy WyWWyW.JV.°fWWW.yy`L1.-.3�.+W`WyWyyWW I''5WW.Y'-sWWW."Y.•'ao^W..LL "WVV•Y.. eWWW- i2WW.vyWyY0..LW.W Y3'WWyyW ' 18 .•y•YL•°♦°••.°y•♦O-•�'•°WWy•^•- .yWJWyWY. yyyWJyyyV'..�W..VWyLL'IO��A8 Wy!�W'yWW•{YI'Q.yyyy WYT-WWJ'yy Y.. W -.L� 0-Y -W�. WO y.-� W-yy ,WWVJWL'. ..VLy.y.LLI... WWyWyy WJ.yW�WL yJWWy' WyJW.y,.. 9yWyy`y'_7�2,WWyJ•y4L.1 IIIIIII YYLL\ �YL `�`WWW WII ' ' - �J 1S4 JJ .•O 0 co 00 v 7 r W EQ . EQ D I L 10 A4 STAIR 2, W 16 4 y w SLOPE 22 ' W N - `v7-� La 4 ° 19 W F -8" 6-6 w w ` 7 ZW COURTYARD PLAN ~ Q 0 FD 1/4" = 1'-O" KEYED NOTES w RELOCATE ACCESSIBLE PARKING STALL AS ALIGN FACE OF BENCH WITH FACE OF BRICK. O oZ AREA OF NEW LANDSCAPE (D INDICATED. ALIGN EDGE OF NEW SIDEWALK WITH FACE OF W U � CAST IN PLACE CONCRETE WALL SEE DETAIL BRICK. LLco FN- ° • OOOO1450 2/A-8. o0 ` 0 0 00 O0 0 00 0 345s7$ .". M CAST IN PLACE CONCRETE SITE BENCH SEE ALIGN EDGE OF NEW SIDEWALK WITH FACE OF U) Q � Q AREA OF NEW CONCRETE PAVING EXISTING FACE OF CURB. d D DETAIL 2/A-8. 24 NEW SITE LIGHT BOLLARD. ALIGN EDGE OF NEW SIDEWALK WITH EDGE OF DATE: 2019-12-182EXISTING SIDEWALK. L _ _ --- PERMIT/BID SET AREA OF NEW LANDSCAPE GRAVEL CAST IN PLACE CONCRETE COLUMN BASE. SIM ALIGN EDGE OF LANDSCAPE PLANTER WITH 1/ y TO DETAIL 2/A-8. 2CENTERLINE OF ENTRY DOORS. REVISION ALIGN SIDEWALK CONTROL JOINT WITHfj� 7 - TNOT USED OCENTERLINE OF ENTRY DOORS. 4" CIRCULAR DOWNSPOUT FROM CANOPY.TIEAREA OF NEW CONCRETE BENCHES NEW EXTRUDED CURB. INTO DRAIN LINE THAT EMPTIES INTO LANDSCAPEO AREA. PROVIDE CATCH BASIN OR OTHER MEANS OFILL BETWEEN COLUMNS WITH GRAVEL AND OF PREVENTING WATER OVERFLOWING O STEEL EDGE. LANDSCAPE AREA. EXISTING BIKE RACK TO BE REMOVED. EXISTING CONCRETE PAD TO BE REMOVED. NEW HOOP STYLE BIKE RACK. (I)CANOPY FLOOR PLAN 1NOT USED SCALE 1/2" = 1'-O" 2 GENERAL NOTES NEW ALIGN FACE OF NEW CONCRETE SITE WALL WITHO FACE OF EXISTING BRICK FACADE. A. REFER TO STRUCTURAL DRAWINGS FOR DRAWN BY: FRAMING LAYOUT, CONNECTION DETAILS AND WHERE NEW CONCRETE WALL ABUTS THE FOUNDATION DETAILS4EXISTING BRICK, USE A 1/2"SEPARATION BOARD BETWEEN BRICK AND CONCRETE. WTHWAd 0 F A 15 NEW CONCRETE FLAT WORK. SEE DETAIL 4/A-8 16 NOT USED. 17 DASHED LINE INDICATES LINE OF CANOPY ABOVE. \ MICHAEL W WIRE 16THWANG vo n 12' --� 2' 8' 2' Cf�1 PORTLAND,OREGON�� 5851 OF st�Ya � I i PROJECT # 19540 A � fV SIN 0 t0 m N c in 8"x 4"x 1/4"HSS. Q Q z 20 O 60 mil MEMBRANE 1'-0"WIDE, z o --ROOFING OVER -- PRE-FINISHED METAL z co N SOFFIT PANEL. C TAPERED INSULATION io N MIN 24 UA. c cv U o� W a d ¢ Q N rl- O m ~ FAC FACE OF BUILDING W U)OF BUILDING J U O co r 4t � 'f � Z C7 co co L0 L0 Lr) RECESSED, EXTERIOR G D- m RATED, LED FIXTURES. SPACED AS INnir.ATpn io o ALIGN LIGHTS WITH CENTERLINE OF DOOR 8"x 4"x 1/4"HSS. L- ROOFDRAIN. TlElNTO ALIGN PANEL START s COLUMN. 4" CIRCULAR DOWNSPOUT. FACE OF BUILDING ATTACH TO BACK OR COLUMN WF// (a:)CANOPY ROOF PLAN (I)CANOPY RFLECTED CEILING PLAN A-2 SCALE 1/2" = 1'-O" A-2 SCALE 1/2" = 1'-0" GENERAL NOTES - NEW o A. REFER TO STRUCTURAL DRAWINGS FOR LU W FRAMING LAYOUT, CONNECTION DETAILS AND FOUNDATION DETAILS. Z Z W Q U Y d U � QN aLUo o' cf) U ° � Z ^W gra A LL co � M U) D- , / D- DATE: 2019-12-18 PERMIT/BID SET REVISION 1. 2. 3. 4. 5. 6. 7. 8. DRAWN BY: \� MICHAEL W WIRE f6THWANG n �I C�:E7PFCRTLAN5851 D,OR�EGW=� O F PROJECT #-19540 Q Q C� Z O z O 0 Q co co ) N ❑ Lu a- < Q N Orn a W ❑ Jow000n ❑ W cno � I- �* ❑ Q 3: Z44 (D ❑ 7 U)<N Z ❑ c) c) - - � � M � M M O O ❑ . LO 1'-71.. _71�� 6" ❑❑ '` ❑❑❑ _ ❑�❑❑ N —ALUMINUM COMPOSITE PANEL SYSTEM. io INSTALL PER - - 0001 ALUMINUM COMPOSITE MANUFACTURER'S PANEL SYSTEM. _ RECOMMENDATION ❑❑❑ - INSTALL PER —� MANUFACTURER'S ------ 0�0 ' PANEL JOINT, RECOMMENDATION ❑❑❑ TYP. -- PANEL JOINT, TYP. D❑ N _0 ❑❑ 00 as v as Q as ❑a❑ CD NEW CANOPY 0❑ V w *' COLUMN. 00El Q Lzu ❑❑❑❑ �Q -a NN U 1' 5dp 1 ��❑ o Lu a a w O NEW CONCRETE (-) o § o WALL. ❑❑❑❑ W v ui ❑❑❑ U- M ❑❑❑❑ U Q o CL a SLOPEs. ... 1 11 W — •4 , /e" / o — — III-III- I I-III-III- _ SLOPE ;::: — _ _ _ _ _ _ _ _ _ _ _ _ I- _ _ — — _ _ _ _ _ _ — = PERMIT/BID SET zo - I I I I I_I I -III- I-IIIIIIIIIIII-III-III-III-III-III-III-III-III-III-IIIII I=1 I -III III _I - _ -III-1I I1I I-III III III-III-III-III-IIIIIIIII-III-III-III=1I I III III-IIIIII-III- =1 1= 11= I =11 11 1=1 I-1111 1=1 1 11 11=1 I I-1 1 11 11=I 11=1 I I=1 1 11 1 11 11=1 11=1 I I=1 I -1 11=1 11=1 I I=1 I I=1 1=1 11=I 11=1 I I = = - - - - - - - - - - r , � ; -III I I I = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , . = I_ I I I IIIIII-1I I I I III_III-III-I I I_I I II I IIII-III-IIIIII-III I I III-III-1 I I_I I REVISION -I 11=1 11=1 I -I I IE 11 1 11 1 111 I-III 111 1=1 IiIIIIIIIII-1 I I-1 I-IIIIIIIIIIIIIIIIIIIIIIIII 11=1 I I-1 I IE I -I I III-I I =1 I II 1=1 11=1 11=1F=1 - - - - _ _ _ _ _ _ E-11 _ _ _ _ _ _ _ _ _ _ _ _ = =, I=1 i-I 1= 1.-� I 1=1 I 1 I _ ' 1-1 I- - I 1 _ _ - 1 1-I II 11IIIIII1 I 1-I 11-1111 I 1-1 I III1 I 1-111-I 1 III_III_III_IIIIIIIII-III-IIIIIIII1=1II-II1-1 I_I I-I i-I I IIII-III-III-I I I_I I IIIIIII-III�I I I „ I I I -1 I II II -1 L I I_I 11=1 1 11 I-I 11=1 I I-III-I 1=111=1 11=1 1=1 1 11 11❑I 11=1 I -I III-1 11=111 1=1 ' 2 ;III-II IIII1 I I-111-1 I -1111 I-III-III-IIIII II J II 11 I II 11 1IIII I-IIII I-I I-I I-I 1 I 1 I I 1-I 11 I I 1-1 11-I 1 I-I 11-1 I I-III-1 11-IIII 1 11 I I I I I-III- 3 IIIIIIL IJ II II I-III-IIII 1 I III 1 i-I II IIII-I I-I 11 I 1=1 I 1=1 I 1III-III-I I-III I III 1911, I I-I I-I I I I I I-I I I-I 1-1 11 1 I I III III III I I 1 I I 1 I I III I I I , �—i i I—III—I I =_— I=1 I I=1 11=1 I I-111-1 11=1 11=1 11 1 I 1=1 11=1 I I-I I I-1 11-I 11=1 11-1 11=1 11=1 I I=1 11=111=111 1 11=I I ' -I I I=1 1 I 11= I I 1=1 I - I-111= 1 I I :I =1 I 11= 1=1 11- 4. ' I 11 1EE I I 1=1 I Ed 11=1 11=1 11=1 11=1 11=1 I Ed 11=1 I Ed I I 1 I 1 1 I 1=1 I I-I I 1=1 1=1 I I -� I I-1 I I-I I-111-1 I I-� '-11 I-111 1 I -�I;III-1 I I- 5. I I-III-III III-IIIIIIIII-IIIIII-III-III-1 I IIIIIII-IIIIII-IIIIII-III- � 111=� � ' I I1 I I --I I�1 I ISI I�11 I�Ill-�lhl.1.1`ll�f�l USI Ill 11-1..111-I 11-1 11=1 ' =III 1 I 1 I I=� =1 I M I 111=III=11 1 1 I-1 I I-III W 8. M CANOPY ELEVATAION - WEST CANOPY ELEVATION - NORTH /a-3 SCALE 3/4" = 1'-0" A-3 SCALE 3/4" = 1'-0" DRAWN BY: GENERAL NOTES - NEW A. REFER TO STRUCTURAL DRAWINGS FOR FRAMING LAYOUT, CONNECTION DETAILS AND FOUNDATION DETAILS. \� MICHAEL WWIRE IGTHWANG C�o n A PORTLAND,OREGON5851 �o i7 PROJECT # 19540 ❑ Q ❑ Q ❑ z Z a = ❑ o ❑ zo coCD Q 00 ❑ �_ U W d � a Q N 0 0 o ❑ a Wti71 ❑ cna � F-1 ❑ = taco ( z ❑ ❑ U U-) W —coM u ❑ ❑ � d � m ❑F-I El ❑ � ❑ 10„ RENEW SHEET METAL FLASHING OVER EXISTING BRICK. KERF FLASHING INTO EXISTING BRICK. WRAP NEW ROOF MEMBRANE UNDER FLASHING. ❑❑❑ NEW CANOPY. FASTEN PER MANUFACTURER'S =11=10 ❑❑ RECOMMENDATIONS. ❑❑❑❑ _❑❑❑ - -- - =❑ ❑❑❑ HHHHHHHHH 1 -- ❑❑❑❑ . A-5) LL 0=❑ YP. I I ❑_❑❑ I ❑❑❑ ' NEW CANOPY 00 REMOVE EXISTING CANOPY. REUSE ❑❑ EXISTING CHANNELS TO ATTACH NEW • STRUCTURAL MEMBERS. EXISTING WALL FRAMING TO REMAIN. MODIFY AS NEEDED FOR INSTALLATION OF NEW CANOPY AND STOREFRONT ❑❑ O0 SYSTEM. ❑❑❑ ❑❑❑ i ❑_❑ 2 ❑_❑ Ill 00 GD❑ CD ❑❑❑ DD coV LU o ❑_ ❑ z Z ❑❑ NEW CANOPY 00 Q U d I❑ COLUMN. ❑❑❑ LU 'IT ❑❑❑ ❑❑❑ Q O o N ❑❑❑❑❑ ❑❑❑❑ > w U) o ❑❑❑ o I❑�❑ 1' S' ��❑ U 6i Z Lu U Uj Q I= NEW CONCRETE ❑❑❑❑ CJ co F- WALL. ❑❑❑ ��1 Qo NEW CONCRETE E:]== a❑❑ V J CL SIDEWALK. ❑❑❑ ❑❑ DATE: 2019-12-18 ❑❑❑ ❑ Elp ❑❑ SLOPE T/SLAB PERMIT/BID SET SLOPE �� /�,-0. 1/4"/1 _G" T/SLAB REVISION❑�❑ �° ';' __ ___' _________________ III=1 I I=1 I I=1 I I=1 w ,. .. ' — — — — — — — — — — — — — — — — — _ SLOPE _ _ _-III III-III-III-III-III-IIIIIIIIIIII-III-III-IIIIIIIIIIII-III-III-III-III-III-III ` — — w. - - - -__ ` " - - - - =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I 1 _- - - - - - =1 I I1 ' , : -III-III-III-III-III-111-III = _ _ _ _ _ _ _ _ _ _ _ - __ III-III-III - - - - - -_I =1 I I -I I-III-III I I 1-11 I III-I 1 I-III-III-I 11-1 I I-I I 1=1 11E 1 I I-III-11 I-I I I-I 11-I I I-I I I-III-I 1 I=111-I I I-111-111 III- 2 -III-III II =111=1II=111=1II=1II=1II=1II IIIIII=IIIIII=III1IIlII=1II=1II111=111=11111 _ -_ _ _ _ _ _ _ _ _ _ _ _ _ EEE =111—III=III=I = 1II=1II I1 —1II=_= 3. I-III-IIIIII-III-III-IIIIII-III-IIIIII-1 I I-IIII -III- IIIIII-III-III-III-III-III-III-III-III-IIIIIIIII-III-IIIIII-III-III-1 I I-III-III-III-I I I-I I I-I I I-IIIIII. I I-III. -1 I I I I III ,;, III , . IIII-III-I 1 I-III-III -I _ =1 , I , I I-I I -III=I I=1 I I-1 11 =11F 111-I 1 I-III-III-I 1 I-1 I I-I 11-1 I I-III-III-IIII 11 I I I III 11 I I I 111 I I I 11111 II I II I I1 I I-11 I-111-I 1 I-III I I 5. -IIIIII=1 I I III .;III I I,„ I I I ,„ I I I- I I 1=1 11=1 1 11 11-11 I-III-1 I IIII-III-1 I I-1 I I-III- - -� IIII 1 11 I I-III-1 I El I-I 11=1 11=1 11=115111=1 11=1 11=1 11=1 11 1 I 1=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11 1 I I-:l I i ' 1=1 11=1 I I= I 11=1 11=1 1 11 11=1 I I-1 1 11 1 11 I ❑I I I-1 1 11 I I-I 11-111=1 11-111=1 11=111 -I I I-1 I I I I I-1 I I1 I I-1 I I-1 I I❑ 1 11 I I-1 I I-1 I I1 I I❑ I I-1 11=1 11=1 11=1 I I;III= 8. I IIII IJ1 II I Il l II_l II I i� I I_LLEn1�1EI I I 1 I II II I II I II , I I l ' ' DRAWN BY: 1 CANOPY SECTION @ ENTRY r2CANOPY SECTION - (N - S) GENERAL NOTES - NEW A-4 SCALE 3/4" = r-o° A-4 SCALE 3/4"= 1'-0" A. REFER TO STRUCTURAL DRAWINGS FOR FRAMING LAYOUT, CONNECTION DETAILS AND FOUNDATION DETAILS. A� 4 � FRET COMPOSITE ALUMINUM PANEL 60 MIL MEMBRANE ROOFING PARAPET CAP. ONTAPERED INSULATION, SLOPE �t TO DRAIN. COMPOSITE STEEL ROOF DECK _� -- 4"METAL STUD @ 16"O.C. i �.�� . OF O FASTEN TO STEEL EDGES 2"x 2"x 3/16" HSS, SPACED AS ANGLES PROJECT # 19540 INDICATED. 15/32" EXTERIOR SHEATHING. j WATER RESISTANT TREATED. - - COMPOSITE ALUMINUM PANEL ON FURRING CHANNELS. ` Q PANELS TO BE REINFORCED PER MANUFACTURER'S I I Q N RECOMMENDATIONS 1 A-5 1 Z ' YP.I 17� = O - - -� Z 0 ZM 00 PRE-FINISHED SHEET METAL 2 0 2' SOFFIT PANELS ON FURRING W Y 0 8 x 4"x 1/4" HSS, SPACED CHANNEL SUPPORTS. MINIMUM a- I AS INDICATED. 24 GA, 1'-0"WIDE. > Q n > 00) F- Z) W ,. ck Lo C) Lo Lo CANOPY EDGE w W Z T n 0 It It A-5 SCALE 1-1/2"= V-O" _ U 04 04 Z U/ , o HEs L M M J C � 0 00 D 12. 12" C u') Lo m 1 1" 32" 32" 8 x 4"x 1/4" HSS COLUMN, SPACED AS INDICATED. 10"x 12"x 1/2" STEEL BASE PLATE. ATTACH TO CONCRETE BASE WITH (4) 1/2"ANCHOR BOLTS SPACED - -- - - 1-112"FROM EACH CORNER.- (SEE STRUCTURAL) Ir CONCRETE WALL. c , =i= = 3 LINE REPRESENTS TOP OF STAIR. I d I I ° REINFORCING AS INDICATED, SEE 1��Em STRUCTURAL. I II i CII- _ _ _ _ , a _ —I I I-111-1111 _ - --- I I I=1 11_=1 1 1=1 I I-1 I I-1 I I-I I I- I-1 11=1 11=111=111=1 11=1 I I 1 I 1=1 I I—III—III—III—III III—I I I—I 11=1 11=111-111 111=111-111-111=1 I I - - - IIIIIII-1 I I-III-III-III I IIIIII_IIIIIIIIIIIIIII-III-III-III-I I L I I III-III-II I-III_ _ , 11=1 1 11 I I-111=1 I I-1 111 I I-I d I 1 I 1=1 I I-1 I I-1 I I-1 I I-1 11=1 I F I I I I=I 11=1 11=1 11=1 I I-I 11-III 111=11 I-1 I I-1 I I-1 I I-1 11=1 I -1 I I-1 11=1 11=1 I I I I=1 11=1 11 11=11 1=111=1 1 1Ell 1=111=111=' ' ' '=1 I F] 1 1=1 11=1 I I-1 1bill 1 I M I Ed 1 1=1 11=1 11=1 I El 1 1=1 11=1 I M I 1_1 I I I I-1 I IE CONCRETE SIDEWALK AT °_=III-III I° 111 1 I I-I I I-I I I-I I I-_I I i I I 1111-1 11 -1 I I-I I I-I I I-I 11-1 I I-1 11 111-111-I I I I I I-I I �- BOTTOM OF STAIR. I I I I II I I-111-111-I a I 1 11 11-111-1 I I-I I 111 I- II-III 111-1 1II I I I I-1 I I-1 I I I I I I I 1111 111-111 III I I I 11ASPHALTIC SEPARATION 1/ III _BOARD BETWEEN CONCRETE - - - d 11 11-11 I-III-III-111- -III-I I -III1 -� "=III-III-111-I -11 I 1 I-I I I_ WALL AND CONCRETE I 1- 1 ( III—III-1 ° " - - - ` _ I o _ _ _ STAIR/SIDEWALK. r _ _ _ _ , I —III-111—III—III -III-1 1 1 1 1 1 1 111 , III- -11 I111-1111 1-1 11-1 I I— co =111=111=111=111 . W --111-I I1=111=1 ;' ° ; ; I1-11 -111=111=1I1- 3 CANOPY SECTION Z z 111 1 f 1-11 I-111 ;? „ d 111 1 I =1 I =1 I l i A-5 SCALE 3/4" = 1'-0" LU U III-III 111 I II III III 111 1=1 1 1=1 11=1 11111=111=111=�I 04 Q o o w 0 111-1 p ;i a 11 l 1111111 CONCRETE SIDEWALK U O I_—III . _ __ ___ _ __ - 111—�i V C) z IL °D ( 1-1 c � )1 _ _ Yz"EXPANSION JOINT NOT Y4"SAW CUT OR Y8"TOOLED JOINT AT 5'-0"o.c. g 1 I - TO EXCEED 30'-0"APART W U^ U- co '-1 I =111 111=111=111 111-11 —' II a s a (n a —111III I —III- I d✓ PORTLAND CEMENT CONC. (3000 PSI COMPRESSIVE STRENGTH ) DATE: 2019-12-18 a 4< a PERMIT/BID SET 6" 1' 6" CRUSHED BASE COURSE(CRUSHED REVISION 0 00 0 (3 o SURFACING TOP COURSE-WSDOT 0 0 o 00 o 0 Oo o p 0 0 o STD SPEC 9-03.9(3)). 0Do z>ODo 0 00 0 00 0Oo o �. (I)COLUMN FOOTING 00 p 0,0 p 0 o p 2. 0o p A-5 SCALE 1-1/2"= 1'-0" /. 3' NATIVE MATERIAL OR STRUCTURAL FILL. 4. COMPACTED TO 95% OF THE MODIFIED 5, NOTE: PROCTOR MAXIMUM DRY DENSITY USING SEE ARCH. PLANS FOR SIDEWALK AASHTO T-180(ASTM:D1557). UNSUITABLE 6. ADJACENT TO BUILDING NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. 7. SUBGRADE SHALL BE PREPARED IN 8 ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE A CBR VALUE OF AT LEAST 9%. DRAWN BY: 4 TYPICAL SIDEWALK SECTION A-5 SCALE 3"= 1'-0" GENERAL NOTES - NEW A� 5 A. REFER TO STRUCTURAL DRAWINGS FOR FRAMING LAYOUT, CONNECTION DETAILS AND FOUNDATION DETAILS. ARC \� MICHAEL WWIRE IGTHWANG n PORTLAND,OREGON 44 9�F OFi I PROJECT # 19540 FORMS AND SURFACES WALL SEAT. Q (SBVTR-24A-2E-OB-W) Q — EASE ALL CORNERS. RADIUS TO BE LESS EASE ALL CORNERS. THAN 1/8". RADIUS TO BE LESS Z THAN 1/8". 2" LINE OF GRADE VARIES. Q 1/2" EXPANSION BOARD 2' 0 - --.- - / MATERIAL BETWEEN NEW CONCRETE SIDEWALK AND THE (� _ — O NEW BENCH. 1 ° 1, f —III III=III z N7zii ! p° III #4 REBAR CONTINUOUS AT Z o p I III 1=12"O.C. MAS EA. SIDE00 p. • : p III Iii-in-ilii p •� •• . p I I III1 I I III_ � it p, II1=1 - 1-II1=1 � \ = =III=III= p = = —_ 8 REBAR HOOPS, 12" O.C. LLI Y d a =1 III III=1 ° III III 1= a N �* TOP VIEW - IIS L-II - _� II-III III=-' Q II=1I 111-111I' O rn FORMS AND SURFACES - 1 d WALL SEAT. z00 N (SBVTR-24A-2E-OB-W) J LU O u Ln L l J U) d m ti ZIk Z C� m SIDE VIEW/ 24"COMPACTED SUB GRADE = ocli C14 O - FORMS AND SURFACES SECTION U c M m J WALL SEAT. d Lo L m (SBVTR-48A-2E-OB-W) NEW CONCRETE BENCH. SACK FACE TO ZREMOVE SNAP TIE HOLES AND OTHER IMPERFECTIONS. SLOPE FRONT AS � INDICATED IN SECTION DRAWING. iv NEW CONCRETE SIDEWALK. to �o FINISH GRADE. co 1=III�i 24"COMPACTED SUB GRADE BENCH ELEVATION (V _-- 51_6 (H)SITE BENCHES �.. A-6 SCALE 1/2"= 1'-0" O O U w . Z LU Q D_ U F- QN QO W D- w ofO U) U ° � z LJJ g < L.L LL co I.-. co '^ < M Lo 0 DATE: 2019-12-18 PERMIT/BID SET REVISION 2. 3. 4. 5. 6. 7. 8. DRAWN BY: LAP NEW C8 2'-0' �D PR9)F l#. OVER (E) C8 lie S HGINEE 12.167 (E) CS 2 3 -- - 4' METAL STUDS,. W Q __ o SI SI � 33 mil MIN - 11ROOFING PER ARCH'T (2) 1/254, M. BOLTS 9N F r1°app\ FINISH 41R A H T 1i, 1 , in w I I METAL DECK, C8 1 EXPIRES: 12131 120 ORIENTATION VARIES NEW CS l2) /7'4 M. BOLTS SIMPSON 'H3' W/ le 3/16 EACH END (4) 010 SCREWS AT PROJECT # 19540 MTL STUD t (2) 010 ° SEE ARCHITECTURAL DRAWINGS SCREWS AT CS --------- ------- FOR FOR ADDITIONAL INFOR`1ATION. 0 Q SIMPSON 'L50' W/ 3jw I}' Ii' 1i' I}' METAL DECK Q (3) 010 SCREWS - 11JJ 8 IP 3/Ib x 6 X 'L' i OVERALL PLAN _. _ . — — ------- L (4) 1/2'0 M. BOLTS � � W _ Si N.T.S. le 3/IbX 0 x m'-6' ( 0 j O - TYP N I/ib 3' W � Q H 'L5m' 3jlb (E) CS CS EDGE BM Z I 00 g (3) CS Z N HOLES O SI DETAIL ' %) DETAIL DETAIL Q r-------�0 r-------'1O TYP Si 11ia'-1 -0' Si 1117'_1 _0. Si p/=•=I'_m' a et Q 1 I I I C8xll5Lo HSS 8x4x1/4 1 j HSS 8x4x1/4 1 j W Q CV O LO 1 I I I 9 2}. I}. Ii. 0) M r a CI Y^4 1 Q I i i SI HSS 8x2xO.l25 TYP METAL DECK METAL DECK TYP O N C\1 in J W L - - - J 4 HSS 8X2 ZOU) i c� C7 r 1 r SI 107 El __� F__� F Q cA Q 00 Z al HSS 8x2 13 I 1 ,q b O J 1n 0 I I HSS 8x4 TYP TYP TYP 3/ HSS BEAM U � � J J 3j16 HSS 8x2 L 3 x 3 x 0.1815 x 0'-4' 3/16 b d LL m U EACH SIDE r 6 HSS 8x2 eSI - ------------------------ ----------------------- I I I I HSS 8x2x0.125 HSS 8x2 BEAM (2) 1/ '4 M. BOLTS o SE l0 HSS 8x2 x '_...._......� 7 ; II cp - "(2) '/7'0 M. BOLTS I E SI 137 SLEEVE SLEEVE SI I I I I SI TYP I I I I Has 8x2x0.125 C8xll5 L '� - HSS 8x4 COL _ _ HSS Sxd x4 COL - -- - -- -- - — - HSS 8 5 � fe 3/Is - HSS 8x4 COL 1 — I -------- 91 til SI I 0 11.2't FIT INSIDE HSS BEAM •. L----JC8xll5 (E) C8xll5 HSS 8x4 COLY. 3/16 $ � O 3/Ib ---------------------- ----------------------------- (3) ------------------ ----------------------------- CS 5 � SI SI � I 0 SIM (3) SIDES, TYP 3/ o o r I6 — ------------— — — — I SLEEVE: (2) HSS 35 x 3. x 025 N 1 9 DETAIL im DETAIL Ii DETAIL W r-------,Oq HSS Sxd HSS Sxdx/ �(4) 5/e'm A. BOLTS (10' EMBED) 3 fE 1/2 x 10 x 0'-I0' W/ 10 14 i I SI 8 I �' '— —'q 1 l2 (E) C8xll5 —SI `r 12' x 12' (MIN) PLINTH DRAWING NOTES _—_ — — CSxll SIF. Cl) C8xll5 . - 2' OA 3'-0' x V-0' x lm' W/ (4) 04 EACH WAY (3' CLR BOTTOM). I I Y ' f �4 giro' o/c HORIZ CLR, TYP SEE ARGH'L EACH FACE B 2'-0' x 8' W/ (2) 04 CONT (3' CLR BOTTOM). I r . (4) 04 VERT DWl'JS ,F ALL SCREWS TO BE SAE - � 1 1IDE FTAPPING. 0"3 HOOP TIES g9' o% WELDS TO BE SHOP OR FED EITHER WELD ACCEPTABLE. "3 HOOP TIES (2) g3' o/c TOP %'4 A. BOLTS r f 1 ' la 04 6246 o/c VERT UJ (4) 04 VERT — _ ( I• EACH FACE U ~ w Y ZUa. �-. . f ;I a /000 2 ENLARGED FOUNDATION PLAN 3 ENLARGED CANOPY' PLAN � Z I ` Q GJ' i 3je' I _0' Si S/ -0.0' I I,. O O B (4) 04 EACH WAY -(3) "4 LONGIT Q d O cr > � O e 6 0 0 O U c Z SI SI SI � o� I'_m. II_.0. 11.01. ,. `J n '. 6' 1 _m. 6' W U CO 12 DETAIL 13 DETAIL ^^ co a Lo O DATE: 5 Dec 2019 e Im 8 10 PERMIT/BID SET SI GENERAL STRUCTURAL NOTES CONCRETE - CAST IN PLACE sl sl Sim sl REVISIONS 1. Average concrete strength shall be 3,000 pal for all uses (all concrete designed DESIGN / CONSTRUCTIONwith 2,500 psi concrete, special Inspection not required). 2. Minimum Mix Requirements: 1 The structural design and documentation are based on the 2014 Oregon Structural a. Maximum water-lo-cement ratio: 050 for non-air entrained concrete, 0.40 for Specialty Code (085C). The structural documents are to be used In conjunction with air-entrained concrete, 0.42 For interior slabs. 2. the architectural drawings. The contractor Is responsible for coordination of all b. Slump: 4 Inches. Deviation from design slump +1/7' to -I'. When concrete is to 3 documentation and Is to bring document discrepancies to the attention of the be pumped, add plasticizers and provide a new mix design to increase slump architect / engineer for clarification / direction. to a pumpable mix. Do not add water. d c. Air Entrainment: Per ACI at all exterior slabs. d. Admix: Water reducing admix (Pozzollth or equal) for all slabs. 6 The stability of the structure Is dependent on the completed condition. The e. Aggregate to be crushed rock 12 12 contractor is reponsible for temporary bracing during construction. F. Sand Equivalent to be void of organic materials. 6. SI SI 13 3. All reinforcing steel to be A-015, grade 60. 7. SI DESIGN LOADS STRUCTURAL AND MISCELLANEOUS STEEL e j In addition !o the structural dead loads, the following live loads and design criteria Ar. I. Fabrication and erection shall conform to the Steel Construction Manual BY — — — — — — — — — — — —__ W e Roof. 2 f snow drift _ _ _ ___ re used: of AIISG F DRAWN _ — 5 ps + 2. All structural steel columns / beams !o be grade 50, all other steel to be A36. JHW 3. All welds to be made by Certified Welders to AWS Standards with E10XX Wind 120 mph h (3 sec9ust- vuL, ) electrodes hardw(re Exposure B 4 Bolts tob A30 unless noted otherwise. se. 5. All structural tubto be ASTM A500 Gr ade B Fy 46 ksl. seismic OccupancyCatagory II 6. All pipe to be ASTM A53, Type E or S, Grade B. Site Class - D 1. Do not oversize drilled orunched holes with burning torch. a .o.�.;k��„-_ ''•'- '` ` ” Selsimlc Design Catagory - DS1 p g 1. Ss = 0.968 Si = 0.420 SDs = 0.118 Spl = 0.442 amENLARGED CANOPY PLAN 5 ENLARGED CANCIFY PLAN 0 T N Q � Si V l n