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Plans (6) BU P2017 - 00011 a ��ED A • ,`f a r`i CJ ,,..., •• ER n RECEIVED • 3 BEAVERTON MOTORCYCLE ,y ' '/ D,OREGON JAN 1 9 2011 x'17 OF nC{, TENANT IMPROVEMENT CITY OF TIGARD BUILDING DIVISION ©AXIS DESIGN GROUP 10380 SW CASCADE AVE TIGARD, OREGON, 97223 THESE DRAWINGS ARE THE PROPERTY DFAXIS / & DESIGN GROUP AND ARE NOTTO BE REPRODUCED MANNERXCEPT WITH THEPRIOR WRITTEN APPROVAL OF AXIS DESIGN GROUP. r PROJECT DESCRIPTION SHEET INCEX AXI S THE PROPOSED PROJECT IS A TENANT IMPROVEMENT OF AN EXISTING MOTORCYCLE DEALERSHIP(SALES AND I_ PARTS/ACCESSORY INSTALLATION) FOR BEAVERTON MOTORCYCLE.WORK WILL INCLUDE AN INTERIOR REMODEL SHEET NUMBER SHEET TITLE REDEFINING THE EXISTING SERVICE AND PARTS WRITE-UP,MOTORCYCLE PARTS/SERVICE ACCESSORIES, w MOTORCYCLE STORAGE AND PARTS STORAGE AND DISPLAY.MINOR CHANGES WILL BE MADE TO THE SITE d DE51 G N G RO U P INCLUDING:NEW ACCESSIBLE PARKING SPACE AND G G-001 SHEET INDEX,PROJECT INFORMATION X ARCHITECTURE&ENGINEERING,INC. SIGNAGE,NEW BICCLE PARKING RACK AND NEW STRIPIN . GENERAL G-002 GENERAL NOTES X 11104 S.E.STARK STREET G-003 SITE PLAN X PORTLAND,OR 97216 G-004 , CODE ANALYSIS SUMMARY X T:503 284.0988 4'1%0, �. G-005 FIRE&LIFE SAFETY PLANS X F:503546.9276 wr "I ARCHITECTURAL SITE INFORMATION A-011 ARCHITECTURAL SYMBOLS LEGEND &ABBREVIATIONS X A-111 FIRST FLOOR DEMOLITION PLAN X �( Q ADDRESS: 70380 SW CASCADE AVE, ��.!!!! 00401!„,1,,p � �`YC� �x ` _ -W TIGARD,OREGON,97223 A-721 FIRST FLOOR PLAN X �` ` `" '' DESIGN•BUILD•MAINTAIN 5117 Q� u r..r..�•"""' A-751 FIRST FLOOR REFLECTED CEILING PLAN X �/ DESCRIPTION OF USE: BUILDING-MOTORCYCLE DEALERSHIP(SALES AND SERVICE) A-557 INTERIOR WALL DETAILS X 13625 S.W.FARMINGTON RD A-552 INTERIOR WALL DETAILS X BEAVERTON,OR 97005 AREA(APPROX.): PROPERTY:93,654 SF A-553 INTERIOR WALL DETAILS X T:503.718.7934 BUILDING: 25,420 SF F:503.718.7935 A-611 ROOM FINISH SCHEDULE,DOOR SCHEDULE,INTERIOR X . _{ -� , Kx COUNTY: WASHINGTON COUNTY DETAILS ..,," _ �+" "�� aLevote PROPERTY ID: R273304 V. ,, . ,_„+ ` ""�� +_ axe ` STATE ID: 15135BA02800 ��y ap-y �•�' . as �- 57a JURISDICTION: CITY OF TIGARD,OREGON "*"-tri DEPARTMENT OF COMMUNITY DEVELOPMENT I 1 FIRE DISTRICT: TUALITAN VALLEY FIRE AND RESCUE ,7 } 4 - - E'. tT 'gi ..". ' Or � ' : sem' �f. W f lei) 44 i i (Yl l', 'ry Or y, , %?I �� DEFERRED SUBMITTALS U _ _ _ CPEO \R PORIL0.NC . Z ,flite �EsiDµED of !PRIDE AMONG US FOR DEFERRED SUBMITTAL ITE EE N0.20 UNDER GENERAL NOTES ON SHEET vE ( 1,�-' M S LV LI IS W �' � W Q M .. ,;; __.__`_.,_._,___,,..•,....-�... ......,•.„ O > W N , a PROJECT TEAM O o _ CONTRACTOR: LANPHERE CONSTRUCTION DEVELOPMENT f Z o - 13625 SW FARMINGTON RD Q BEAVERTON,OR,97005 > TEL:(503)718-7934 Z CONTACT:JERRY JONES,JR. Q CCB#:181281 W CO ' ARCHITECT: AXIS DESIGN GROUP ARCHITECTURE&ENGINEERING,INC. 11104 S.E.STARK STREET PORTLAND,OR 97216 TEL: (503)284-0988(406) FAX:(503)546-9276 CONTACT:STEVEN EGGLESTON • STRUCTURAL: VLMK ENGINEERING+DESIGN 3933 SW KELLY AVE, PORTLAND,OREGON,97239 TEL:(971)254-8277 CONTACT:KEN RUST REVISIONS NO • • DESCRIPTION DATE CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE AOppCroved: v T [ <CL\ &c1 l�� i , ' t+ .1t`tTi O) s. Permit#: r .94 Address: Ai ''.. Washington square t d 'II - �.��za o -1: Suite •. c'.' ' . i i i l r.O1TI r � By: e�%i•�� Date: .� -Hart -' i = � if �' A OFTICE COPY DRAWN BY:AE , I �� Q\V_,A� CHECKED BY:SEE z , RQ o � PROJECT ►vr, A\'=A\, _ JOB NO: 16049 03 > Cil LOCATION DATE: 01/18/17 a. V .t r ISSUED FOR:PERMIT co o + SHEET TITLE I ol w } -t I SHEET INDEX,PROJECT x } . _ ...... *- . . INFORMATION S tt '- -fir. arra -� .. 3 -3 .va'v'c YSI ._ '$ - Tru t.t �.9u ` -- x1Rk .S 3'?^-1. d+3 ems, }r nf' � -ti cu v 1 S'N h'dd}r Lb - i v cF r arde st •-_-®z_ I t ;- - SHEET NO. v N N ar-) N PROJECT LOCATION MAP ___ Eir) VICINITY MAP oo th NTS NTS X Ai 1"" ER 0 n rn C. i • ",1 AND,OREGON GENERAL NOTES 9 OF Ce O AXIS DESIGN GROUP THESE DRAWINGS ARE THE PROPERTY OF AXIS DESIGN GROUP AND ARE NOT TO BE REPRODUCED IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN 1.GENERAL H. THE DEMOLITION NOTES IN THE DRAWINGS REQUIRE THE REMOVAL OF A BUILDING 15.COORDINATION OF DEVICES APPROVAL OF AXIS DESIGN GROUP. ELEMENT OR SYSTEM OR A COMPLETE COMPONENT COMPRISED OF MULTIPLE ELEMENTS. A. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT,AXIS DESIGN GROUP THE CONTRACTOR SHALL DISASSEMBLE AND REMOVE FORM THE SITE EACH ITEM IN ITS A. EXACT LOCATIONS AND HEIGHTS OF ELECTRICAL,LOW VOLTAGE,MECHANICAL AND rill ARCHITECTURE AND ENGINEERING INC.NEITHER ISSUES,EXPRESSES,OR IMPLIES ANY ENTIRETY AS REQUIRED TO ACCOMMODATE THE INSTALLATION OF THE NEW WORK TO PLUMBING DEVICES,INCLUDING BUT NOT LIMITED TO SMOKE DETECTORS,PULL STATIONS, WARRANTIES OR CERTIFICATIONS EXCEPT AS REQUIRED FOR BY GOVERNING JURISDICTIONS. FOLLOW. SWITCHES,OUTLETS,PHONE JACKS,AND THERMOSTATS,TO BE COORDINATED BY THE CONTRACTOR FOR ALIGNMENT,COORDINATION WITH EACH OTHER AND OTHER BUILDING B. ALL WORK TO CONFORM WITH CONTRACT DOCUMENTS.NO CHANGES SHALL BE MADE I. REMOVE ALL MISCELLANEOUS TRIM,CASEWORK,EQUIPMENT,CONDUIT,BASES,AND OTHER FEATURES PRIOR TO INSTALLATION AS APPROVED BY ARCHITECT AND OWNER.ITI X `� WITHOUT REVIEW BY THE ARCHITECT. WHEN MORE INFORMATION OR AN INTERPRETATION OF SURFACE MOUNTED ITEMS WHETHER SHOWN OR NOT ON PARTITIONS TO BE DEMOLISHED. THE CONTRACT DOCUMENTS IS NEEDED,THE CONTRACTOR WILL REFER THE MATTER TO THE ARCHITECT WHO WILL FURNISH INFORMATION OR INTERPRETATION IN THE FORM OF J. REMOVE ALL MISCELLANEOUS PIPE AND DUCT SUPPORTS,PARTITION TRACKS AND CLIPS NO 16.FIRE ALARM COORDINATION SUPPLEMENTAL INFORMATION OR OTHER WRITTEN FORM OR DRAWING. LONGER FUNCTIONAL IN EXISTING CEILING CAVITIES OF ROOMS TO BE DEMOLISHED. A. FIRE DETECTION ENGINEERING SERVICES,DOCUMENTS,AND PERMIT ACQUISITION TO BE C. INFORMATION RELATING TO THE EXISTING BUILDING IS BASED ON LIMITED EXISTING BUILDING K. CUT AND PATCH WALL,CEILING AND FLOOR ASSEMBLIES AND REPAIR FINISHES AS PROVIDED ON A DESIGN-BUILD BASIS WITH THE SELECTED FIRE SYSTEM SUBCONTRACTOR DESIGN GROUP DOCUMENTS AND LIMITED FIELD MEASUREMENTS.ACTUAL CONDITIONS MAY VARY. NECESSARY AT MECH.,PLUM.,AND ELECT.DEMOLITION LOCATIONS;SEE MECH.,PLUMB., PROVIDING THE REQUIRED DESIGN WORK WORK AND INSTALLATION BASED ON DIAGRAMS CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. AND ELECT.DEMOLITION PLANS FOR ADDITIONAL INFORMATION. AND PERFORMANCE SPECIFICATIONS PROVIDED BY OWNER AND AND EXISTING ARCHITECTURE&ENGINEERING,INC CONDITIONS. D. SYSTEMS AND CONDI11ONS HIDDEN FROM VIEW ARE BASED ON OWNER PROVIDED AS BUILT L. THE CONTRACTOR SHALL PATCH AND REPAIR ELEMENTS WHERE ITEMS WERE REMOVED AND 11104 S.E.STARK STREET DOCUMENTS,HAVE NOT BEEN VERIFIED BY THE ARCHITECT,AND ARE PROVIDED FOR IN AREAS DAMAGED DURING DEMOLITION. B. CONTRACTOR TO VERIFY ALL UTILITIES AND COORDINATE EQUIPMENT AND UTILITY PORTLAND,OR 97216 REFERENCE PURPOSES ONLY.ALL SYSTEMS AND CONDITIONS TO BE VERIFIED BY THE GENERAL REQUIREMENTS AND LOCATIONS WITH FIRE SYSTEM ENGINEER PRIOR TO PROCEEDING AND T:503.284.0988 CONTRACTOR. M. THE CONTRACTOR SHALL CLEAN,PLUG,PATCH AND REPAIR ALL MATERIALS AND SURFACES REVIEW WITH ARCHITECT PRIOR TO FINAL ROUGH-IN. F:503.546.9276 AND PREPARE THEM FOR NEW WORK. E. HAZARDOUS NOLY THE DURING UPON DISCOVERYFWORK. OF ASBESTOS L SNY OOTHER Lco75) HAZARDOUS MATERIAL DURING THE COURSE OF WORK.ALL WORK SHALL STOP IMMEDIATELY N. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR LOCATING,IDENTIFYING,OR SPECIFYING 17.ELECTRICAL COORDINATION IN AFFECTED AREA UNTIL THE CONDITION IS CORRECTED. MEANS OF REMOVAL OF ANY HAZARDOUS MATERIALS.HAZARDOUS MATERIAL TESTING BY OWNER CONTRACTED CONSULTANT. A. ELECTRICAL CONTRACTOR TO EXAMINE EXISTING CONDITIONS,VERIFY ALL UTILITIES,AND COORDINATE POWER REQUIREMENTS WITH BUILDING OWNER'S REPRESENTATIVE PRIOR TO DESIGN•BUILD•MAINTAIN 2.CODES PROCEEDING.REVIEW AND VERIFY LIGHTING,CONTROLS,OUTLETS,AND OWNER 13625 S.W.FARMINGTON RD 7.DISCREPANCIES EQUIPMENT POWER LOCATIONS WITH THE ARCHITECT PRIOR TO APPROVAL AND FINAL BEAVERTON,OR 97005 A. THE LATEST EDITION OF APPLICABLE CODES ON THIS PROJECT ARE AS FOLLOWS: ROUGH-IN. T:503.718.7934 -2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) A. VERIFY ALL DIMENSIONS,ELEVATIONS AND ALL EXISTING CONDITIONS AT THE SITE BEFORE F:503.718.7935 -OFC,OEESC,OMSC,OPSC,OESC COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER. B. ALL LIGHT FIXTURES SHALL MEET CURRENT CODES AND BE PRE-APPROVED BY THE ARCHITECT AND OWNER. B. IF ANY ERRORS,INCONSISTENCIES,OR OMISSIONS IN THE CONTRACT DOCUMENTS ARE 3.PERMITS RECOGNIZED BY THE CONTRACTOR OR ANY MEMBER OF HIS ORGANIZATION,THE C. PROPOSALS AND DOCUMENTS PERTAINING TO THIS WORK TO BE PROVIDED TO THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING OF SUCH ERROR, ARCHITECT FOR REVIEW PRIOR TO PROCEEDING.ALL ELECTRICAL AND FIRE ALARM FIXTURES, A. OTHER THAN THE BUILDING PERMIT,THE GENERAL CONTRACTOR SHALL SECURE AND PAY INCONSISTENCY OR OMISSION BEFORE PROCEEDING WITH THE WORK. COMPONENTS,AND ANY OTHER EXPOSED EQUIPMENT,ALONG WITH THEIR LOCATIONS TO FOR ALL PERMITS,FEES,LICENSES,AND INSPECTIONS REQUIRED FOR THE COMPLETION OF BE SUBMITTED FOR REVIEW. THE WORK. C SHOULD THE SPECIFICATIONS FAIL TO DESCRIBE THE MATERIAL OR KIND OF GOODS TO BE USED,SUBMIT AN INQUIRY OF THE ARCHITECT FOR CLARIFICATION. D. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES TO BE MOUNTED AT 15"A.F.F. UNLESS OTHERWISE NOTED. 4.COORDINATION AND VERIFICATION D. ALL WORK TO CONFORM TO THE CONTRACT DOCUMENTS.NO SUBSTITUTIONS PERMITTED WITHOUT REVIEW AND APPROVAL BY THE ARCHITECT AND OWNER. E. ELECTRICAL OUTLETS AT OPPOSITE SIDES OF FIRE RATED AND/OR ACOUSTICALLY RATED A. THE DRAWINGS ARE DIVIDED INTO SEPARATE SHEETS FOR GENERAL CONVENIENCE ONLY. WALLS ARE TO BE SEPARATED BY A MINIMUM OF 24"MINIMUM HORIZONTAL SPACING AND SHEET DESIGNATION OR NUMBERS ARE TO BE CONSIDERED SD LIMITATIONS OF AREAS OF E. IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS AND THE PROJECT MANUAL,THE SEPARATE STUD SPACES OR AS INDICATED IN THE DRAWINGS. WORK,RESPONSIBILITY OR TRADES.COORDINATE THE WORK SHOWN IN THE DRAWINGS CONTRACTOR IS TO PRICE THE MORE EXPENSIVE,OR MORE ELABORATE METHOD, AND IN THE PROJECT MANUAL IN ORDER TO COMPLETE THE PROJECT AS DESIGNED. MATERIALS,AND EQUIPMENT DESCRIBED OR SHOWN.SHOULD THE OWNER,AT THE OWNER'S DISCRETION,APPROVE TO UTILIZE THE LESS EXPENSIVE,OR LESS ELABORATE 18.MECHANICAL COORDINATION W B. LOCATIONS AND SIZES OF EQUIPMENT ARE BASED ON AVAILABLE INFORMATION.PROVIDE METHOD,MATERIALS,OR EQUIPMENT,AN APPROPRIATE CREDIT NEGOTIATED BETWEEN THE -I F- AND COORDINATE THE EXACT DIMENSIONS,SIZES AND POSITIONS OF ALL EQUIPMENT,PADS, CONTRACTOR AND OWNER SHALL BE DUE TO THE OWNER. A. CONTRACTOR TO VERIFY ALL UTILITIES AND COORDINATE EQUIPMENT POWER U Z BASES,MOUNTINGS,ATTACHMENTS AND CONDUIT RELATING TO THE WORK. REQUIREMENTS AND LOCATIONS WITH MECHANICAL SPECIFICATIONS AND MECHANICAL F. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT ENGINEER PRIOR TO PROCEEDING AND REVIEW WITH ARCHITECT PRIOR TO FINAL ROUGH-IN. U W C. PROVIDE AND COORDINATE THE EXACT DIMENSIONS,SIZES AND POSITIONS OF OPENINGS IN DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE ARCHITECT ANY DEFICIENCIES cC 2 w SLABS AND WALLS NECESSARY FOR THE INSTALLATION OF THE WORK. PRIOR TO BIDDING.THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. 19.PROJECT CLOSEOUT O > u.i N D. POSITION ALL VALVES CONTROLS AND TERMINATIONS TO BE POSITIONED FOR SAFE,DIRECT O O Q AND EASY ACCESS.ALL PIPING AND DUCTWORK TO BE INSTALLED FOR CONVENIENT FUTURE A. WHEN REQUESTING THE ARCHITECTS INSPECTION FOR SUBSTANTIAL COMPLETION: ADDITIONS AND MODIFICATIONS. ITEMS TO BE LABELED PER OWNER REQUIREMENTS. 8.MODIFICATIONS 1) KNOWN EXEMPTIONS MUST BE LISTED IN THE REQUEST. C In C 2) ALL WARRANTIES AND CERTIFICATES MUST BE SUBMITTED TO THE ARCHITECT. G 0_ Q O E. QUANTITIES LISTED ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR TO VERIFY A. MODIFICATIONS TO DETAILS MAYBE REQUIRED TO SUIT THE JOB DIMENSIONS OR 3) THE CONTRACTOR'S PUNCH LIST MUST BE SUBMITTED WITH THE REQUEST. Z 2 0 QUANTITIES AND INCLUDE ACCURATE QUANTITIES AS PART OF THE WORK. CONDITIONS AND WILL BE MADE PART OF THE WORK B. THE ARCHITECT WILL VERIFY THE CONTRACTOR'S PUNCH LIST AND INDICATE ADDITIONAL I-- LD H O LD F. SPECIFIC NOTES OR KEYNOTES ON DETAILS APPLY TO SIMILAR CONDITIONS ON OTHER PUNCH LIST ITEMS AS NEEDED.RESULTS OF THE ARCHITECT COMPLETED INSPECTION WILL F- Z M ~ DETAILS ON ALL DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. 9.ACCESS PANELS FORM THE"PUNCH LIST'FOR FINAL ACCEPTANCE.ONE RE-INSPECTION WILL BE PERFORMED 0 BY THE ARCHITECT TO ESTABLISH CERTIFICATION OF FINAL ACCEPTANCE;FURTHER W A. AT ALL WALL AND CEILING LOCATIONS PROVIDE ACCESS PANELS FOR ELECTRICAL, RE-INSPECTIONS BY THE ARCHITECT TO BE AT THE CONTRACTOR'S EXPENSE. > Z 5.UTILITIES AND DEMOLITION PLUMBING AND AIR CONDITIONING CONTROLS,VALVES,DAMPERS,COUNTER FIRE Q W SHUTTERS OR OTHER DEVICESAS REQUIRED BY THE WORK AND APPLICABLE EVEN IF ACCESS C. ALL MAINTENANCE AND OPERATIONS MANUALS FOR ALL EQUIPMENT AND MATERIALS LU F- A. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING PANEL IS NOT SHOWN ON CONTRACT DOCUMENTS.AT NON-ACCESSIBLE CEILINGS,ACCESS PROVIDED TO BE ORGANIZED AND PREPARED AS INDICATED IN THE PROJECT MANUAL. CO UTILITY LINES INCLUDING ELECTRICAL,SEWER,WATER,GAS,TELEPHONE,ETC.IN ADDITION PANELS SHALL BE 24"x24"FLUSH MOUNTED AND FIT WITHIN THE CEILING PATTERN.SUBMIT THE CONTRACTOR SHALL CAUTION ALL SUBCONTRACTORS THAT THE SITE CONTAINS SHOP DRAWINGS INDICATING THE EXACT LOCATIONS OF ALL ACCESS PANELS.NO UNDERGROUND UTILITY LINES.THE DRAWINGS SHOW DIAGRAMMATICALLY THE INSTALLATION OF ACCESS PANELS TO BE MADE UNTIL THE ARCHITECT HAS APPROVED THE 20.DEFERRED SUBMITTAL(DESIGN BUILD)ITEMS APPROXIMATE LOCATION OF UNDERGROUND UTILITIES WHERE INFORMATION IS AVAILABLE, LOCATIONS.ACCESS PANELS TO BE LABELED AS REQUIRED BY OWNER. BUT THE DRAWINGS ARE NOT EXACT AS TO THE QUANTITY,EXTENT OR LOCATION. A. THIS PROJECT WILL HAVE THE FOLLOWING DEFERRED APPROVAL ITEMSWHICH UTILIZE A DESIGN/BUILD APPROACH.THE INFORMATION CONTAINED IN THESE DOCUMENTS ARE B. THE CONTRACTOR IS REQUIRED TO EXERCISE EXTREME CAUTION DURING ALL PHASES OF THE 10.EXITS PRELIMINARY,PROVIDING A BASIS FOR BIDDING AND PLANNING.ACTUAL ENGINEERING WORK TO LOCATE,IDENTIFY AND PROTECT EXISTING UTILITIES TO BE MODIFIED OR TO AND INSTALLATION DRAWINGS ARE TO BE PROVIDED AS"DEFERRED APPROVAL REMAIN.THE CONTRACTOR SHALL RECORD LOCATION OF,DISCONNECT,AND CAP AS A. EVERY EXIT DOOR TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY DOCUMENTS"AND REQUIRE THE APPROVAL OF BOTH THE THE ARCHITECT/THE ENGINEERS NECESSARY,AND REPAIR DAMAGE TO EXISTING UTILITIES WHICH ARE ENCOUNTERED AS A SPECIAL KNOWLEDGE OR EFFORT. AND THE AUTHORITY HAVING JURISDICTION.THE DEFERRED APPROVAL ITEMS ARE AS RESULT OF WORK UNDER THIS CONTRACT. FOLLOWS: C. IF REQUIRED BY THE PROJECT,THE CONTRACTOR IS REQUIRED TO PROVIDE OUTSIDE GAS 11.PENETRATION OF RATED ASSEMBLIES DEFERRED SUBMITTALS(DESIGN/BUILD)ITEMS: SHUT-OFF VALVE CONSPICUOUSLY MARKED PER OWNER REQUIREMENTS. A. MECHANICAL DUCTS,ETC.PENETRATING FIRE-RATED CEILINGS AND FIRE WALLS TO BE 1. MECHANICAL SYSTEM(MODIFICATION TO(E)SYSTEM) REVISIONS D. CONTRACTOR TO COORDINATE ALL NEW SERVICE REQUIREMENTS WITH LOCAL UTILITY CORRESPONDINGLY RATED OR DAMPERED. CABINETS,ELECTRICAL PANELS,LIGHTS,ETC. 2. PLUMBING SYSTEM(MODIFICATION TO(E)SYSTEM) AGENCIES AND OWNER. RECESSED INTO FIRE-RATED WALLS OR CEILINGS TO BE BACKED WITH CORRESPONDING 3. ELECTRICAL SYSTEM(MODIFICATION TO(E)SYSTEM) NO FIRE-RESISTIVE CONSTRUCTION AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE FIRE 4. EGRESS ILLUMINATION SYSTEM(MODIFICATION TO(E)SYSTEM) . DESCRIPTION DATE E. THE CONTRACTOR TO ARRANGE AND PAY FOR TEMPORARY POWER,UTILITIES EXCEPT AS PROTECTION. 5. FIRE ALARM SYSTEM(MODIFICATION TO(E)SYSTEM) PREARRANGED WITH OWNER. 6. FIRE SPRINKLER SYSTEMS(MODIFICATION TO(E)SYSTEM) B. FIRE RESISTIVE ASSEMBLIES FOR PROTECTION OF OPENINGS TO COMPLY WITH THE F. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, CONTRACTOR SHALL PROVIDE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. SHORING,BRACING,SUPPORT,AND PROTECTION AS REQUIRED TO MAINTAIN STRUCTURAL B. THE PROCEDURE FOR"DEFERRED APPROVAL DOCUMENTS"TO BE AS FOLLOWS: INTEGRITY OF THE PROJECT,ADJACENT PROPERTIES,AND PUBLIC SAFETY. C. PENETRATION OF FIRE-RATED ASSEMBLIES WHICH REQUIRE OPENING PROTECTION TO BE 1. THE DESIGN/BUILD CONTRACTOR TO PROVIDE(4)SETS OF DEFERRED SUBMITTAL aiFIRE STOPPED.FIRE RATING FOR FIRE STOP SYSTEMS TO BE EQUAL TO THE ASSEMBLY DOCUMENTS OR PDF SUBMITTAL DOCUMENTS TO THE ARCHITECT FOR INITIAL E . PENETRATED. REVIEW AND COORDINATION WITH THE DESIGN INTENT OF THE PROJECT. -a 6.GENERAL DEMOLITION 0I 2. IF THE SUBMITTAL DOCUMENTS ARE FOUND TO BE ACCEPTABLE THE ARCHITECT c A. DEMOLISH AS REQUIRED TO ACCOMPLISH WORK INDICATED IN THESE DOCUMENTS.ALL 12.DISSIMILAR METALS WILL ADD A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE 2 REQUIRED DEMOLITION WORK SHALL BE INCLUDED IN THE BASE BID PACKAGE SUBMITTED BY BEEN REVIEWED AND FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE Co THE CONTRACTOR. A. ALL DISSIMILAR METALS TO BE EFFECTIVELY ISOLATED FROM EACH OTHER WITH NEOPRENE BUILDING. a; ISOLATOR OR SIMILAR MATERIAL TO PREVENT MOLECULAR BREAKDOWN. B. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE 3. FOLLOWING THE ARCHITECTS APPROVAL,THE DESIGN/BUILD CONTRACTOR IS Ti PUBLIC AND/OR WORKMEN ON THE SITE TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON RESPONSIBLE FOR SUBMITTING,TRACKING,AND OBTAINING APPROVAL FROM THE ON,ABOUT OR ADJACENT TO THE PREMISES.THE CONTRACTOR SHALL COMPLY WITH ALL 13.ELECTRICAL BACKBOARDS AUTHORITY HAVING JURISDICTION. DRAWN BY:AE v LAWS,ORDINANCES,CODES AND REGULATIONS PERTAINING TO SAFETY AND THE PREVENTION 3 OF ACCIDENTS. A. REFER TO ELECTRICAL,TELEPHONE/DATA AND SECURITY ELECTRONICS DRAWINGS FOR 4. UPON APPROVAL BY THE AUTHORITY HAVING JURISDICTION,THE DESIGN/BUILD z LOCATION OF AND SPECIFICATIONS FOR THE INSTALLATION OF FIRE RETARDANT TREATED CONTRACTOR IS REQUIRED TO PROVIDE A COPY OF THE DRAWINGS TO THE ARCHITECT CHECKED BY:SEE c C. THE CONTRACTOR MUST MAINTAIN ADEQUATE SUPPORT,INSULATION,WATERPROOFING, PLYWOOD BACKBOARDS REQUIRED IN ELECTRICAL AND COMMUNICATION ROOMS.THESE AND OWNER FOR REFERENCE. JOB NO: 16049 ✓ EMERGENCY LIGHTING,SECURITY,ALARMS,ETC.FOR ALL OR PART OF ITEMS WHICH ARE TO REQUIRED PLYWOOD BACKBOARDS HAVE NOT BEEN SHOWN ON THE ARCHITECTURAL > REMAIN. DRAWINGS,BUT MUST BE FURNISHED AND INSTALLED AS A PART OF THE OVERALL a CONTRACT.BACKBOARDS TO BE PAINTED TO MATCH THE SURFACE UPON WHICH THEY ARE DATE: 01/13/17 a, D. INFORMATION RELATING TO THE EXISTING BUILDING IS BASED ON FIELD MEASUREMENTS. MOUNTED.ALL REQUIRED BLOCKING IN WALLS TO ACCEPT PLYWOOD SHOULD BE VERIFIED o ACTUAL CONDITIONS MAY VARY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. AND APPROVED WITH THE ELECTRICAL TEAM REPRESENTATIVE.COORDINATE LOCATIONS ISSUED FOR:PERMIT o WITH OWNER PRIOR TO INSTALLATION. 6. E. VERIFY LIMITS OF DEMOLITION REQUIRED TO COMPLETE WORK PRIOR TO COMMENCEMENT. Y GRAPHIC REPRESENTATION OF AFFECTED AREAS ON DRAWINGS MAY BE SMALLER OR LARGER SHEET TITLE 0 THAN INDICATED. 14.SIGNAGE GENERAL NOTES v 2 F. IN THE EVENT OF DAMAGE TO EXISTING CONSTRUCTION,CONTRACTOR SHALL REPAIR AND A. FURNISH AND INSTALL SUPPORTS AND OTHER NECESSARY FINISH MATERIALS FOR A v RESTORE THE DAMAGE TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. COMPLETE CODE REQUIRED SIGNAGE INSTALLATION. REMOVE AND REINSTALL EXISTING c 5 SIGNAGE. -O G. ONLY MAJOR ITEMS OF DEMOLITION ARE SHOWN.REMOVE MISCELLANEOUS MINOR ITEMS AS L' APPROPRIATE FOR PROPER COMPLETION OF THE WORK. 2 =o i SHEET NO. a`, N o th G-002 viX S ER N cn • • C� "- % AND,OREGON 4, OF ©AXIS DESIGN GROUP THESE DRAWINGS ARE THE PROPERTY OF AXIS DESIGN GROUP AND ARE NOT TO RE REPRODUCED IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF AXIS DESIGN GROUP. r SITE PLAN GENERAL NOTES 1. 589°18'00"E 76.52' , A -.:- S LLT :., (E)POLE MOUNTED 1. SITE PLAN IS FOR GENERAL PURPOSES ONLY • • • • SIGN • 2. INFORMATION RELATING TO THE EXISTINGBUILDING AND amy SITE IS BASED ON FIELD MEASUREMENTS AND CASUAL OBSERVATIONS.• .:\ ACTUALCONDONSMAYVARYANDSHALLBE DES GNGRO P l.. ................r ---•• ••-•••-- - • --- - LL• - . - • -• LL FIELD VERIFIED BY THE CONTRACTOR. ARCHITECTURE&ENGINEERING,INC. i {Ey CAN{- - - --=---� N. 3. GRAPHIC REPRESENTATION OF THE AFFECTED AREAS 11704 S.E.STARK STREET • ON THE DRAWINGS MAYBE SMALLER OR LARGER I, PORTLAND,OR 97216 THEN INDICATED. T:503284.0988 ( • : : : : :.........:.:.:.:.:.:.:.: : : : : : : :.'.• :.;.:.:.:.'.'-:.:.:.:.:.\ F:503.546.9276 • •-• •- - - - - - - - - - - = -. .-. . . - - , \ 4. ONLY MAJOR SITE ELEMENTS ARE SHOWN. . . - • • • - •••-••••••••••- \ 5. LANDSCAPING IS SHOWN FOR DIAGRAMMATIC n /'�) . . . . . . -:--:\ PURPOSES ONLY. �� _ _ _ (E)PARKING .• • -• : : :-:• :\ SITE INFORMATION: C)ESIGN•BUILD•MAINTAIN • • 13625 S.W.FARMINGTON RD PROJECT ADDRESS: 10380 5W CASCADE AVE BEAVERTON,OR 97005 •- T:503.718.7934 I :•:•:•_ : :-: \X0STIGARD,OR,97223 F:503.718.7935 3. IDENTIFICATION: MAP TAX LOT N0: 151356A02800 ♦ �e PROPERTY ID: R273304 \ - '.`.'.'.'. \ '�/, ZONING OF SITE: MIXED USE COMMERCIAL(MUC) I / (E)6'HIGH \ \ • • •(E)-61-11G14••-••♦ ADJACENT PROPERTIES: MIXED USE COMMERCIAL(MUC) // CHANILINK •-•CHANILiNj(••• ,,-•♦ PRE-FINISHED GALVANIZED BICYCLE RACK, FENCE FENCE`• .`- COORDINATE LOCATION AND TYPE.VERIFY PAINT \ r•. \ • • :• LL-_•.•: :`:\ COLOR WITH OWNER PRIOR TO INSTALLATION. APPLICANT NAME: LANPHERE CONSTRUCTION DEVELOPMENT : I. E i i • • %11114111 1. = i \ SITE PLAN LEGEND • o • NEl•il. _ II' • ♦ li * LLI in li in r ( -N o ::::: H � (E)PARKINGN c - • . - - -ZO % N . . . . . . . . . \ �� 1111 . • • . . . • • . • • F„ ::: top, (E)CONC. LL. . . . . . . . . . I 1 ADA PARKING z >4:5 p • • • / CURB fJ:._._. O — IA Q PAVEMENT MARKING AND \• \ I :-_ • REFLECTIVE SIGN TO :-_. '. ' Z ^`I \ Cop- . ' 2 0„ 2' 0„ 2' 0„ 21-0” — ACCESSIBLE ROUTE COMPLY WITH STATE ?O . • . . -.- - •. . / / / / / �JJ O . ACCESSORY •'E c%, (E VAN ADA > Z t •• REQUIREMENTS FOR ;St •9• PARKING WITH FA \-'-`-:- \ LLI m Y.`•'.'. ACCESSIBILITY PARKI • 42A, ADA PARKING SIGN 99 < LU o SPACE.SIGN DESIGN NO. \ G (E)CHAINLINK FENCE LLI 0 OR7-8 AND R7-8'4// (E)BICYCLE RACK m u o :`;•• ILES) 2PLAN NEW VAN ADA PARKINGfO „ _ SITE STATISTICS:I.5• 1/2 = 0P� p 41/t f ADA PRKING SIGN / \ (E) BUILDING AREA: 25,420 SF 25.9% tilb (4 BICYCLES) \ I :::::: : / joi / • •: ♦.\ (E)HARDSCAPE AREA: 76,034 SF 55.3% G-0030,,, ` (E) BUILDING (TYPE III-N) llopo / / / • • • • ::'_ : - (E)LANDSCAPE 17,620 SF 18.8%(15%REQ'D) •/ \ / - . . TOTAL SITE AREA: 93,654 SF 2.15 ACRES • Z4OQO,`� � PRE-197` (2ND FLOOR OFFICE ADDITION 1988) / : OHO ` \ .`` NEW 7.: / / / / : : :` � STRIPING / \ (E)DISPLAY / ` PARKING STATISTICS: REVISIONS / OVERHEAD / NO �•0 ` <\ / / / / • • • • • • OFF-STREETVEHICLEPARKING(TABLE78.76.5.2) DESCRIPTION DATEC I:::::: • • - ` PRE-1974 / / / / MOTOR VEHICLE SALES/RENTAL (19,030 SF) • • •/ MIN(1)PER 10005E OF FLOOR AREA 20 t9,7:1/ (E) 15'GATE J� I / / / / / / :\'\ S32o MOTOR VEHICLE SERVICE/REPAIR (7,860 SF) I • • • • • • '7 MIN(2)PER 1000 SF OF FLOOR AREA 16 n / / // / \ \ 36� TOTAL OFFSTREET PARKING REQ'D: 36 LL LL / 41 / \ '� . TOTAL OFFSTREET PARKING PROVIDED: 69 ) • . . . . . . . . . • ' ` ` ` ` .•.-10 \ TOTAL ACCESSIBLE SPACES REQ'D(TABLE 1106.1): 3(W/1 VAN) I / / TOTAL ACCESSIBLE SPACE PROVIDED: 3 VAN of (E)CROSS LAREA / /• IWALK , OF WORK / / / / / / / :• -'- -� BICYCLE PARKING(TABLE 18.765.2) (E)SHIPPING (E)TRASH / / / / `�. MOTOR VEHICLE SALES/RENTAL (15,950 SF) DRAWN BY:AE v CONTAINER ENCLOSURE DECK \ MIN(.2)PER 1000 SF OF SALES AREA 4 v I _ CHECKED BY:SEE ? I \ MOTOR VEHICLE SERVICE/REPAIR (7,860 SF) 2 o ,p \ MIN(.2)PER 1000 SF OF FLOOR AREA JOB NO: 16049 t 1992 1994 f� — — • . . . . • . . • . " . . . . . •: w TOTAL BICYCLE PARKING REQD: 6 ra m I I I "�` T - — — - '•'•'•'-'- - - \ TOTAL BICYCLE PARKING PROVIDED: 6 n (E) 15'GATE (E)SHIPPING DATE 01/18/17 Tr CONTAINER \ t�!I•p - - - - :i iE7LANDSCAPE ::=::``:=:`:LL::. . \ ISSUED FOR:PERMIT a I I J – — — (E)6'HIGH-CHANILINK \ oo o • : .FENCE • • • • • - . .•.•-•••- • "•• - - SHEET TITLE • • • 01_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. - '._'�, .•.• r'.'.'• '.'.'.`. SITE PLAN 11.! -o v N89°23'30"W 498.88' •5 t; (1 hi s N SHEET NO. O SITE P0ON N cc G-003 X 5 co R R OREGON STRUCTURAL SPECIALTY CODE VI. CHAPTER 7 - FIRE & SMOKE PROTECTION FEATURES X. CHAPTER 11 -ACCESSIBILITY XIII. CHAPTER 34- EXISTING BUILDINGS AND STRUCTURES n *At " ER N A. SECTION 707.3.9-FIRE BARRIERS:SEPARATED OCCUPANCIES: A. SECTION 1101.2-GENERAL,DESIGN: A. SECTION 3401 -GENERAL: - rnI. GENERAL 1. NO SEPARATION REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES 1. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE 1. 3401.3-COMPLIANCE: a ",/ , EGON • IN ACCORDANCE WITH THIS CODE AND ICC A117.1. ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO EXISTING STRUCTURES SHALL LI�j, A. PROJECT ADDRESS: 10380 SW TIGARD, R 9722DE AVE 2. 3 TABLE 5 8.2 BASED ON OCCUPANL HAVE FIRE-RESISTANCE CIES BEING SEPARATED.RATING OF NOT LESS THAN INDICATED IN COMPLY WITH THE PROVISIONS FOR ALTERATIONS,REPAIRS,B. SECTION 1104-ACCESSIBLE ROUTE: OCCUPANCY N THE ENERGY CODE,FIRE O E,FUEL GAS CODE,E,MECHANICAL ODE,PLUMBING DITIONS AND CHANGES OF Noe'' CODE,RESIDENTIAL CODE AND NFPA 70. OF 0gti B. IDENTIFICATION: MAP TAX LOT NO: 1 S135BA02800 1. 1104.1:ACCESSIBLE ROUTES WITHIN THE SITE SHALL BE PROVIDED FROM ACCESSIBLE PROPERTY ID: R273304 PARKING TO THE ACCESSIBLE BUILDING ENTRANCE SERVED. 2. 3401.4.1 -EXISTING MATERIALS: ©AXIS DESIGN GROUP VII. CHAPTER 8 - INTERIOR FINISHES MATERIALS ALREADY IN USE IN A BUILDING COMPLIANCE WITH REQUIREMENTS OR APPROVALS IN THESE DRAWINGS ARE THE PROPERTY OF AXIS 2. 1104.4:AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE IN EFFECT AT THE TIME OF THEIR ERECTION OR INSTALLATION SHALL BE PERMITTED TO REMAIN IN USE DESIGN GROUP AND ARE NOT TO BE REPRODUCED C. ZONING OF SITE: MIXED USE COMMERCIAL(MUC) IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN A. TABLE 803.9-INTERIOR WALL&CEILING FINISHES REQUIRED BY OCCUPANCY: MULTISTORY BUILDINGS AND FACILITIES. UNLESS DETERMINED BY THE BUILDING OFFICIAL TO BE UNSAFE PER SECTION 116. APPROVAL OF AXIS DESIGN GROUP. D. APPLICABLE CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) B-OCCUPANCIES: EXCEPTION: IN A MIXED-OCCUPANCY BUILDING OF FEWER THAN THREE STORIES,CONTAINING A 3. 3401.4.2-NEW AND REPLACEMENT MATERIALS: 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) SPRINKLERED EXIT ENCLOSURE&EXIT PASSAGEWAYS: CLASS-B GROUP B OCCUPANCY MIXED WITH A GROUP 5-1 OCCUPANCY,AN ACCESSIBLE ROUTE NEED NOT EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE lir 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) SPRINKLERED CORRIDORS: CLASS-C BE PROVIDED,IF THE GROUP B OCCUPANCY IS LESS THAN 3,000 SQUARE FEET ON ANY FLOOR LEVEL APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. EXCEPT FOR STRUCTURAL REPAIRS 2014 OREGON FIRE CODE(OFC) SPRINKLERED ROOMS&ENCLOSED SPACES: CLASS-C WITHOUT AN ACCESSIBLE ROUTE. AND ALTERATIONS,LIKE MATERIALS SHALL BE PERMITTED FOR REPAIRS AND ALTERATIONS, 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROVIDED NO HAZARD TO LIFE,HEALTH OR PROPERTY IS CREATED. S-OCCUPANCIES: C. SECTION 1106-PARKING AND PASSENGER LOADING FACILITIES: ' E. JURISDICTION: CITY OF TIGARD,WASHINGTON COUNTY,OREGON SPRINKLERED EXIT ENCLOSURE&EXIT PASSAGEWAYS: CLASS-C B. SECTION 3402-DEFINITIONS: A x SPRINKLERED CORRIDORS: CLASS-C 1. TABLE 1106.1 -ACCESSIBLE PARKING SPACES: F. DESCRIPTION OF USE: BUILDING-MOTORCYCLE DEALERSHIP(SALES&SERVICE) SPRINKLERED ROOMS&ENCLOSED SPACES: CLASS-C 1. ALTERATIONS,ANY CONSTRUCTION OR RENOVATION TO AN EXISTING STRUCTURE OTHER THAN "WHEELCHAIR REPAIR OR ADDITIONS.(202) illh G. SEISMIC DESIGN CATEGORY: D(OSSC) B. SECTION 804.4-INTERIOR FLOOR FINISH REQUIREMENTS: TOTAL PARKING MINIMUM NUMBER OF NUMBER OF VAN USER ONLY" IN LOT ACCESSIBLE SPACES ACCESSIBLE SPACES SPACES C. SECTION 3404-ALTERATIONS: H. BUILDING HEIGHT: 2STORY,30'-8" 1. 804.4.1;COMPLYING WITH DOC FF-1 "PILL TEST' 51-75 3 1 0 DESIGN GROUP 1. 3404.1 -GENERAL: ARCHITECTURE&ENGINEERING,INC. J. BUILDING AREA: 1ST/FLOOR: 25,420 S.F. 2. 804.4.2;CLASS-II WITH FLOOR COVERING MATERIALS FOR OCCUPANCY GROUPS B AND S PROVIDED: 69 PARKING SPACES 3 VAN ACCESSIBLE SPACES EXCEPT AS PROVIDED BY SECTION 3401.4 OR THIS SECTION,ALTERATIONS TO ANY BUILDING OR 11104 S.E.STARK STREET 2ND/FLOOR: 6,870 S.F. STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION, PORTLAND,OR 97216 TOTAL: 32,290 S.F. 2. 1106.6-LOCATION: ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NO LESS COMPLYING T:503.284.0988 VIII. CHAPTER 9 - FIRE PROTECTION SYSTEM ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST PRACTICAL ROUTE TO AN WITH THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO F:503.546.9276 K. PROPERTY(APPROX): 2.15 ACRES=93,654 S.F. ACCESSIBLE BUILDING ENTRANCE. THE ALTERATION. L. CONSTRUCTION TYPE: TYPE III-B,SPRINKLERED A. SECTION 906.1 (OREGON FIRE CODE]: 3. 1106.7.2-IDENTIFICATION: D. SECTION 3411 -ACCESSIBILITY FOR EXISTING BUILDINGS: 1. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN NEW OR EXISTING GROUP B,S OCCUPANCIES. ACCESSIBLE SPACES SHALL HAVE A SIGN IN ACCORDANCE WITH ICC A117.1,SECTION 502.7 un@f-5) M. YEAR ORIGINALLY BUILT: PRE-19741. 3411.3-EXTENT OF APPLICATION: 1974 ADDITION 2. TABLE 906.3.1 FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS: D. SECTION 1109 OTHER FEATURES AND FACILITIES: AN ALTERATION OF AN EXISTING FACILITY SHALL NOT IMPOSE A REQUIREMENT FOR GREATER DESIGN•BUILD•MAINTAIN 1988 ADDITION MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER IS 75 FT-LIGHT(LOW)HAZARD OCCUPANCY ACCESSIBILITY THAN THAT WHICH WOULD BE REQUIRED FOR NEW CONSTRUCTION.ALTERATIONS 1992 ADDITION 1. 1109.2-EACH TOILET ROOM AND BATHING ROOM SHALL BE ACCESSIBLE. WHERE A FLOOR LEVEL IS SHALL NOT REDUCE OF HAVE THE EFFECT OF REDUCING ACCESSIBILTY OF A FACLITY OR PORTION 13625 S.W.FARMINGTON RD 1994 ADDITION NOT REQUIRED TO BE CONNECTED BY AN ACCESSIBLE ROUTE,THE ONLY TOILET ROOMS OR BATHING OF A FACILITY. BEAVERTON,OR 97005 3. TABLE 906.3(2)-FIRE EXTINGUISHERS FOR CLASS B FIRE HAZARDS: ROOMS PROVIDED SHALL NOT BE LOCATED ON THE INACCESSIBLE FLOOR. T:503.718.7934 MAX TRAVEL DISTANCE TO 20-B RATED EXTINGUISHER IS 50 FT-ORDINARY(MODERATE)HAZARD 2. 3411.6-ALTERATIONS: F:503.718.7935 EXCEPTIONS:WHERE MULTIPLE SINGLE-USER TOILET ROOMS OR BATHING ROOMS ARE CLUSTERED A FACILITY THAT IS ALTERED SHALL COMPLY WITH THE APPLICABLE PROVISION IN CHAPTER 11 OF II. CHAPTER 3 - USES & OCCUPANCY CLASSIFICATION AT A SINGLE LOCATION,AT LEAST 50%BUT NO LESS THAN ONE ROOM FOR EACH USE AT EACH THIS CODE,UNLESS TECHNICALLY INFEASIBLE.WHERE COMPLIANCE WITH THIS SECTION IS IX. CHAPTER 10 - MEANS OF EGRESS CLUSTER SHALL BE ACCESSIBLE. TECHNICALLY INFEASIBLE,THE ALTERATION SHALL PROVIDE ACCESS TO THE MAXIMUM EXTENT A. PROJECT OCCUPANCY GROUPS: TECHNICALL FEASIBLE. A. TABLE 7004.1 2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: 2. 1109.12.1:WHERE DRESSING ROOMS,FITTING ROOMS,OR LOCKER ROOMS ARE PROVIDED,AT LEAST 5% 1. B OCCUPANCY(304.1) BUT NOT LESS THAN ONE,OF EACH TYPE OF USE IN EACH CLUSTER PROVIDED SHALL BE ACCESSIBLE. EXCEPTIONS: BUSINESS-MOTOR VEHICLE SHOWROOM STORAGE AREAS 300 GROSS 1) THE ALTERED ELEMENT OR SPACE IS NOT REQUIRED TO BE ON AN ACCESSIBLE ROUTE,UNLESS BUSINESS AREAS 100 GROSS 3. 1109.12.2-WHERE CHECK OUT AISLES ARE PROVDIED,ACCESSIBLE CHECK-OUT AISLES SHALL BE REQUIRED BY SECTION 3411.7 2. 5-1 OCCUPANCY(311.2) PARKING GARAGES 200 GROSS PROVIDED IN ACCORDANCE WITH TABLE 1109.122.WHERE CHECK-OUT AISLES SERVICE DIFFERENT STORAGE-MOTOR VEHICLE REPAIR GARAGES FUNCTIONS,ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED FOR EACH FUNCTION.WHERE 2) ACCESSIBLE MEANS OF EGRESS REQURIED BY CHAPTER 10 ARE NOT REQUIRED TO BE PROVIDED B OCCUPANTS = 226* CHECK-OUT AISLES ARE DISPERSED THROUGOUT THE BUILDING OR FACILITY,ACCESSIBLE CHECK-OUT IN EXISTING FACILITIES. B. SECTION 303.1.2-SMALL ASSEMBLY SPACES: 5-1 OCCUPANTS = 50* AISLES SHALL ALSO BE DISPERSED. THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES: TOTAL OCCUPANTS =276 3. 3411.7-ALTERATIONS AFFECTING AN AREA CONTAINING A PRIMARY FUNCTION: TABLE 1109.12.2-ACCESSIBLE CHECK-OUT AISLES WHERE AN ALTERATION AFFECTS THE ACCESSIBILTY TO,OR CONTAINAS AN AREA OF PRIMARY 1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH LESS THAN 50 PERSONS AND ACCESSORY TO *BASED ON OCCUPIED AREAS,REFER TO FIRE AND LIFE SAFETY PLANS FOR ROOM-BY-ROOM TABULATION FUNCTION,THE ROUTE TO THE PRIMARY FUNCTINO AREA SHALL INCLUDE TOILET FACILITIES OR ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS PART OF THAT OCCUPANCY. TOTAL CHECK-OUT AISLES MINIMUM NUMBER OF ACCESSIBLE DRINKING FOUNTAINS SERVING THE AREA OF PRIMARY FUNCTION. B. SECTION 1004.6-MULTIPLE OCCUPANCIES: OF EACH FUNCTION CHECK-OUT AISLES OF EACH FUNCTION 1-1-12. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQUARE FEET IN AREA AND 1 TO 4 1 EXCEPTIONS: -J i_ ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF 7, WHERE A BUILDING CONTAINS TWO OR MORE OCCUPANCIES,THE MEANS OF EGRESS REQUIREMENTS 5 TO 8 2 1) THE COSTS OF PROVIDING THE ACCESSIBLE ROUTE ARE NOT REQUIRED TO EXCEED 20%OF THE ° Z THAT OCCUPANCY. COSTS OF THE ALTERATIONS AFFECTING THE AREA OF PRIMARY FUNCTION. f SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE. U CLLI E. SECTION 1110.1 -SIGNAGE,SIGNS: 4. 3411.8.11 -TOILET ROOMS: �. G j C. SECTION 7005-MEANS OF EGRESS SIZING: WHERE IT IS TECHNICALLY INFEASIBLE TO ALTER EXISTING TOILET OR BATHING ROOMS TO BE IJ,J Q m III. CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED ON USE & OCCUPANCY REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ACCESSIBLE,AN ACCESSIBLE FAMILY OR ASSISTED-USE TOILET OR BATHING ROOM SHALL BE LOCATED O > LU N 1. 10052-MIN WIDTH BASED ON COMPONENT: AT THE FOLLOWING LOCATIONS: ON THE SAME FLOOR AND IN THE SAME AREA AS THE EXISTING TOILET OR BATHING ROOMS. n A. SECTION 406.8-REPAIR GARAGES: O O U OT STAIRWAYS =44";36"FOR OCC LOAD LESS THAN 50(1009.4) to - 1. ACCESSIBLE PARKING SPACES REQ'D BY SECTION 1106.1 5. 34.11.8.12-DRESSING,FITTING AND LOCKER ROOMS: 1. 406.8.1 MIXED USES:USES SHALL BE ALLOWED IN THE SAME BUILDING AS A REPAIR GARAGE SUBJECT TO DOOR =32"CLEAR(1008.1.1) Q O WHERE IT IS TECHNICALL INFEASIBLE TO PROVIDE ACCESSIBLE DRESSING,FITI`ING OR LOCKER ROOMS a THE PROVISIONS OF SECTION 508.1. SECTION 3412-COMPLIANCEATERNATIVES 2. 1005.3-REQ'D CAPACITY BASED ON OCCUPANT LOAD: 2. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE. AT THE SAME LOCATION AS SIMILAR TYPES OF ROOMS,ONE ACCESSIBLE ROOM ON THE SAME LEVEL Z 2GC SHALL BE PROVIDED. O vl Q STAIRWAYS =0.3 INCHES PER OCCUPANT 3. FAMILY OR ASSISTED-USE TOILET AND BATHING ROOMS. �-- oW l7 IV. CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS OTHER EGRESS COMPONENTS =0.2INCHES PER OCCUPANT E. Z on Q 0 A. TABLE 503-ALLOWABLE BUILDING HEIGHTS&AREAS: REQ'D BY REQ'D BY 1. 3412.2-APPLICABILITY: LLI Z ELEMENT OCC LOAD OCC LOAD COMPONENT PROVIDED XI. CHAPTER 13 - ENERGY EFFICIENCY STRUCTURES EXISTING PRIOR TO JULY 1,2014,IN WHICH THERE IS WORK INVOLVING ALTERATIONS GROUP B (304.1)-TYPE OF CONSTRUCTION III-B(602.3) (E)STAIRWAYS FROM OFFICES 9 2.7" 36" 44"-08"VIF SHALL BE MADE TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION OR THE PROVISIONS OF Q IllH 7. BASIC HEIGHT: 55 FEET(AVERAGE HEIGHT OF HIGHEST ROOF SURFACE ABOVE GRADE PLANE) A. SECTION 1301.1.1 -GENERAL,SCOPE,CRITERIA: SECTIONS 3403 THROUGH 3409.THE PROVISIONS IN SECTION 3412.2.1 THROUGH 34122.5 SHALL 1.1.12. BASIC STORIES: 3 STORIES(ABOVE GRADE PLANE) (E)STAIRWAYS FROM SHOWROOM 26 7.8" 36" 47"-60"VIF APPLY TO EXISTING OCCUPANCIES THAT WILL CONTINUE TO BE IN GROUPS B ANDS. m DOORS 88 17.6" 32"CLEAR z36"VIF 1. BUILDINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE ENERGY CODE. 3. BASIC AREA: 19,000 SF(PER STORY) D. SECTION 1006-MEANS OF EGRESS ILLUMINATION: 2. 3412.2.4-ALTERATIONS AND REPAIRS: GROUP 5-1 (311.2)-TYPE OF CONSTRUCTION III-B(602.3) AN EXISTING BUILDING OR PORTION THEREOF,WHICH DOES NOT COMPLY WITH THE REQUIREMENTS 1. BASIC HEIGHT: 55 FEET(AVERAGE HEIGHT OF HIGHEST ROOF SURFACE ABOVE GRADE PLANE) 1. 1006.2-MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1-FOOT-CANDLE AT XII. CHAPTER 29 - PLUMBING SYSTEMS OF THIS CODE FOR NEW CONSTRUCTION,SHALL NOT BE ALTERED OR REPAIRED IN SUCH A MANNER 2. BASIC STORIES: 2 STORIES(ABOVE GRADE PLANE) THE WALKING SURFACE. THAT RESULTS IN THE BUILDING BEING LESS SAFE OR SANITARY THAN SUCH BUILDING IS CURRENTLY. 3. BASIC AREA: 17,500 SF(PER STORY) A. SECTION 2902-MINIMUM PLUMBING FACILITIES: 2. 10063- THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE ON AN EMERGENCY B. SECTION 506-BUILDING AREA MODIFICATIONS POWER SYSTEM FOR NOT LESS THAN 90 MINUTES. 1. TABLE 2902.1 -MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES: 1. 506.3-AUTOMATIC SPRINKLER SYSTEM INCREASEOREGON ENERGY EFFICIENCY SPECIALTY CODE E. SECTION 1007-ACCESSIBLE MEANS OF EGRESS: OCCUPANCY WATER CLOSETS LAVATORIES BATHTUBS/ DRINKING WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN GROUP (MALE*) (FEMALE) (MALE) (FEMALE) SHOWERS FOUNTAINS ACCORDANCE WITH SECTION 9033.1.1,THE BUILDING AREA LIMITATION IN TABLE 503 IS PERMITTED TO BE 1. 1007.1 -ACCESSIBLE MEANS OF EGRESS REQUIRED.ACCESSIBLE MEANS OF EGRESS SHALL COMPLY 1 PER 25 FOR THE FIRST 50 1 PER 40 FOR THE FIRST 80 I. CHAPTER 1 -ADMINISTRATION INCREASED BY AN ADDITIONAL 200%FOR BUILDINGS WITH MORE THAN ONE STORY ABOVE GRADE PLANE WITH THIS SECTION.ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE B AND 1 PER 50 FOR THE AND 1 PER 80 FOR THE MEANS OF EGRESS. REMAINDER EXCEEDING 50 REMAINDER EXCEEDING 80 A. SECTION 101 -SCOPE AND GENERAL REQUIREMENTS: C. SECTION 5083-NON SEPARATED OCCUPANCIES: REVISIONS F. SECTION 1014-EXIT ACCESS: 5-1 1 PER 100 1 PER 100 - - 1. 101.4.1 -EXISTING BUILDINGS: 1. 508.3.1 -OCCUPANCY CLASSIFICATION: *URINALS MAY REPLACE WATER CLOSETS AT A RATIO OF 1 URINAL PER 2/3 WATER CLOSETS EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, NO NON-SEPARATED SHALL BE INDIVIDUALLY CLASSIFIED. THE REQUIREMENTS OF THIS CODE SHALL APPLY 1. 10142-EGRESS THROUGH INTERVENING SPACES: ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF, DESCRIPTION DATE TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS, 2. 2902.1.1:TO DETERMINE THE OCCUPANT LOAD OF EACH SEX,THE TOTAL OCCUPANT LOAD SHALL BE AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION EXCEPT THAT THE MOST RESTRICTIVE APPLICABLE PROVISIONS OF SECTION 403&CHAPTER 9 SHALL EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREA SERVED ARE ACCESSORY TO ONE DIVIDED IN HALF. OF THIS CODE APPLY TO THE BUILDING PORTION THEREOF IN WHICH THE NON-SEPARATED OCCUPANCIES ARE LOCATED. OR THE OTHER: NOT A HIGH HAZARD OCCUPANCY AND PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL TO AN EXIT. B OCCUPANTS: 226 TOTAL = 113 MALE 113 FEMALE 2. 101.4.2-ADDITIONS,ALTERATIONS,RENOVATIONS OR REPAIRS: 2. 508.3.3-SEPARATION: 5-1 OCCUPANTS: 50 TOTAL =25 MALE 25 FEMALE ADDITIONS,ALTERATIONS,RENOVATIONS OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM NO SEPARATION IS REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES. EXECEPTION:MEANS OF OF EGRESS ALLOWED THROUGH ADJOINGING OR INTERVENING SPACES IN OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THE RELATE TO NEW al I. D. SECTION 508.4-SEPARATED OCCUPANCIES: GROUP H,5,OR F OCCUPANC WHEN THE ADJOINING OR INTERVENING SPACES ARE THE SAME OR REQUIRED FIXTURES CONSTRUCTION WITHOUT REQUIRING THE INALTERED PORTION(S)OF THE EXISTING BUILDING OR LESSER HAZARD OCCUPANCY GROUP. B OCCUPANCY 5-1 OCCUPANCY TOTAL REQURIED BUILDING SYSTEM TO COMPLY. ADDITIONS,ALTERATIONS,RENOVATIONS OR REPAIRS SHALL NOT A MALE WATER CLOSETS: 2.76 + 0.25 = 3.01 CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. c 1. 504.4.4-SEPARATION: 2. TABLE 1014.3-COMMON PATH OF EGRESS TRAVEL: FEMALE WATER CLOSETS: 2.76 + 0.25 = 3.01 48 INDIVIDUAL OCCUPANCIES SHALL BE SEPARATED FROM ADJACENT OCCUPANCIES IN ACCORDANCE OCCUPANCY B,S WITH SPRINKLER =100 FEET MAX WITH TABLE 508.4 CB MALE LAVATORIES: 1.9125 + 025 = 2.1625 MAXIMUM COMMON PATH OF EGRESS TRAVEL IS 75 FEET FROM(E)SECOND FLOOR SHOWROOM. FEMALE LAVATORIES: 1.9125 + 0.25 = 2.1625 a1 2. TABLE 508.4-REQUIRED SEPARATION OF OCCUPANCIES B TO 5-1: NO SEPARATION REQUIREMENT G. SECTION 1016-EXIT ACCESS TRAVEL DISTANCE: EXISTING FIXTURES FIRST FLOOR SECOND FLOOR TOTAL EXISTING 4, MALE WATER CLOSETS: 1 2+2 URINALS 4.33 DRAWN BY:AE m 1. TABLE 1016.2-EXIT ACCESS TRAVEL DISTANCE: FEMALE WATER CLOSETS: 1 1 2 OCCUPANCY 5-1 WITH SPRINKLER =250 FEET MAX V. CHAPTER 6 -TYPES OF CONSTRUCTION CHECKED BY:SEE z OCCUPANCY B WITH SPRINKLER =300 FEET MAX MALE LAVATORIES 1 2 3 FEMALE LAVATORIES: 1 1 2 JOB NO: 16049 C A. TABLE 601 -FIRE RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS): MAXIMUM EXIT ACCESS TRAVEL DISTANCE IS 201 FEET FROM(N)SERVICE. t CONSTRUCTION TYPE III-B. a, m 1. STRUCTURAL FRAME: 0 H. SECTION1018-CORRIDORS: DATE: 01/18/17 0 2. EXTERIOR BEARING WALLS: 2 1. TABLE 1018.1 -CORRIDOR FIRE-RESISTANCE RATING ISSUED FOR:PERMIT ,O 3. INTERIOR BEARING WALLS: 0 OCCUPANCY B,S WITH SPRINKLER NOT REQUIRED TO BE RATED 4. EXTERIOR NONBEARING WALLS: SEE TABLE 602 - -- o 5. INTERIOR NONBEARING PARTITIONS: 0 I. SECTION 10212-NUMBER OF EXITS AND EXIT CONFIGURATION,EXIT FROM STORIES: SHEET TITLE kn 6. FLOOR CONSTRUCTION: 0 CODE ANALYSIS SUMMARY p 7. ROOF CONSTRUCTION: 0 1. TWO EXITS SHALL BE PROVIDED WHERE OF THE CONDITIONS IN TABLE 10212(2)ARE EXCEEDED a; B. TABLE 602-FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON 2. TABLE 10212(2)-STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES: 1-1, FIRE SEPARATION DISTANCE=X TYPE OF OCCUPANCY GROUP OCCUPANCY GROUP (FEET) CONSTRUCTION S-1 B STORY OCCUPANCY MAX,OCCUPANCTS MAX,EXIT ACCESS w X<5 III-B 2 1 PER STORY TRAVEL DISTANCE 55<-X<10 III-B 1 1 FIRST STORY OR BASEMENT B,S 49 OCCUPANTS 100 FEET WITH SHEET NO. tf 10. )(<30 III-B 1 1 SPRINKLER SYSTEM ifilm X z 30 III-B 0 0 SECOND STORY B,S 29 OCCUPANTS 75 FEET ry -004 Ul X g csi n. FIRE AND LIFE SAFETY NOTES C S vn N ) • • • • .• ER CIA N 1. SEE G-004 FOR CODE ANALYSIS SUMMARY. n cn 2. FLOOR AREAS SHOWN NOT TO BE USED FOR COST ESTIMATING PURPOSES. �y "- / AND,OREGON FIRE AND LIFE SAFETY SYMBOLS LEGEND OF 0# NOT ALL SYMBOLS MAY BE USED. ©AXIS DESIGN GROUP W WALL MOUNTED EXIT SIGN. CENTER ABOVE DOOR. INTERNALLY ILLUMINATED ON EMERGENCY THESE DRAWINGS ARE THE PROPERTY OF AXIS DESIGN GROUP AND ARE NOT TO BE REPRODUCED BACK-UP POWER SOURCE IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF AXIS DESIGN GROUP. 0 TACTILE EXIT SIGN-IN ACCORDANCE WITH OSSC 1011.4 r I FE FIRE EXTINGUISHER IIMMIPPIMIIIMMIM 1/2 HOUR RATED ASSEMBLY A )(IS �". 1 HOUR BEARING WALL (E)CONC. 1 HOUR RATED ASSEMBLY MS CURB m , OMMIOD 2 HOUR RATED ASSEMBLY DESIGNGROUP ARCHIEECIURE&ENGINEERING,INC. ine. 3 HOUR RATED ASSEMBLY ti 11104 S.E.STARK STREET lossa 4 HOUR RATED ASSEMBLY PORTLAND,OR 97216 T:503.284.0988 F:503546.9276 ,__--yr RATED ASSEMBLY TYPE ABBREVIATIONS: -y '® (E) FW FIRE WALL G SE SIRE BARRIER U1 � ' e? F o SE SHAFT ENCLOSURE dPi Q� •, 41/0' .. FP FIRE PARTffION / ti � 'G SB SMOKE BARRIER DESIGN.BUILD MAINTAIN • NEW VAN ADA PARKING SPACE SP SMOKE PARTITION 13625 S.W.FARMINGTON RD WITH PARKING SIGN AND WHEEL STOP C. 2ND FLOOR OFF ES (E)VAN ADA HA HORIZONTAL ASSEMBLY BEAVERTON,OR 97005 ` 202 PARKING WITH T:503.718.7934 4,:, ;.i BUSINE :. B ADA PARKING SIGN F:503.718.7935 (E)CLOTHING �',` 167 STORAGE(S) OCCUPANCY TYPE(CLASSIFICATION) DISPLAY •` '�0� 213 S.F. AREA(S.F.) p 118 - ,')Ni- \�`,� (E)VAN ADA 300 - OCCUPANCY LOAD FACTOR(SF PER OCCUPANT) 43 n / 00, PARKING WITH 1 • OCCUPANTS ti BUSINESS SF(B) ADA PARKING SIGN 100 •i7/61(E) FE 39 ,' �N�\ T ,� CE)BICYCLES)RACK BICYCLE \\\\ MEANS OF EGRESS ILLUMINATION ZONE NEW BICYCLE RACK b . (E)N �, (4 BICYCLES) \ BUSINESS (B) _ _ ROUTE OF MAXIMUM PROPOSED EXIT ACCESS E ACCESS°- TRAVEL DISTANCE. 2 1 DISPLAY ,\G-002/ \ �� BUSINESS(B) , ‘ — — — 120 !:!:?ELMMON PROPOSED COMMONAVELOCCUPANTS, ,(50) ING OCCUPANTS w \ -/ �� E ADA TQI (21 \ ACCESSIBLE ROUTEry Im D• to.(4%,..Q �� ,// ( J Lam, �� Im N 41,:/// 124 d/\* 21 (E) �y \IIII\H: p I— 0 n NEW Ni 4/ L VEST/\V (E1 O23ICE �k l� � � \ ^.. FE O U O� STRIPING V(E�¢1DATOIL / : ; O fy N - (E) FITTING RMdeE) FITTING RM. ,. 125 (E OFFICE /,! C�C Q O i (E) BUSINESS B , ` 121 © 2ja 126 j .i Z G 00` , , BUSINESS B BUSINESS B \\ ' J- / (8 , p O to Q 28 SF 130 SF "" f E)V �`• l7 Or" 4 100 1�0 �� , •'\ / ilt ZUJ < 2, H Z �\ (E)ACCESSORY BUSINESS B � `� < Q011 0 til DISPLAY �� 154 SF Wcr, + 117 100 i (E)SERVICE �� + r 2 m WRITE-UP/ / BUSINESS (B) n a PARTS � �" 7089 SF Vn p 113 (E) I.T.CLOSET 100 /' �� .� � , E) i <., :15 11 /' II / / / � � �i' (E) PARTS Xi/ / �� STORAGE ;/ FE 118 /� l(E) at �G \ STORAGE (S-1) ; �� `�\ A 1272 F �� (E)SHOWROOM L 127 / �V 1 5 /N. BUSINESS (B) �� N) MANAG": �� 3614 100 F ��' . `,,N„, / REVISIONS , OFFICE / 1122, h' 37 ' • NO 2 5 ,N '',.o DESCRIPTION DATE N DISPAT DYNO , �� (N) �i EQUIPMENT OFFICE \r„ BUSINESS Si- ; -'< '� 110 \�\ M/ (AREA INCLUDED AREA OF WORK �� 733 SF <� \ / IN SERVICE) 100 (E)2ND FLOOR (8.44th / B (E)SPRINKLER J \��// SHOWROOM �v (E) \ / RISER I / v BUSINESS S-1 111 1 — — T — — . 'r 17Ain __.T...- - - - BUSINESS (B) • 4 "" " 102 SF (E)WASH BAY \ (N) I 519070SF •A • L / co 100 109 (E)UTILITY SINK I � 52 \ � �q ��\ 1 W/EYE I O F ,p BUSINESS S-1 WASH STATION it 1 ' ��1O�9C �o " 6 122 SF ,'_(E) \ (E)FE p �� 2 120 (E L — — - - J - - - - L - - - - - - J ni �� o\ FCOSic-VOry'\N. ?e7V.w WASH BAY(S-1` *-F€ r1 DRAWN BY:AE 154 SF I \ (N • 490.•.<5> °��tiC c 200 • \ � ��\ \\ � I p • • \. ��88`F \ CHECKED BY:SEE JOB NO: 16049 w (E)SHOWROOM ! , m — — T T MOTORCYCLE T I - 102 (E)r,, � \fes\ N \ ? DATE: 01/18/17 o+ ,E. STORAGE W/ o I -� c I SERVICE 1 i STORAGE(B) SHOWROOM(B` FE %' \ / ISSUED FOR:PERMIT i 85 SF 4773 SF „' --- 1 128 / (E)STRG. 300 100 \ BUSINESS(B) (N) FLUIDS STORAGE (S-1) SERVICE(S-1) 1 48 0 SHEET TITLE I 225 SF w 108 I 117 SF 6366 SF 103 �� (E)OOF'ICE \� 100 FIRE&LIFE SAFETY PLANS 0 300 200 1 L • 1 "" 3 L' L — 1 32 J L 3 �/ v •• — ri — — {E}FB— — — — — — — _ — — — — (E)FB �.-_ (E)FB • r, 5 I Ia - - _ --_ -a -_ _ _ - a -__ _ MI a -min a _ _ _ _ manna: 4 a ID 10 10 4 IS SI SIS S S S S a/ a a MEM rann t; a 0) SHEET NO. v Lbn- CV N G-005 FIRE & LIFE SAFETY PLAN m 5 O 3/32" = 1'-0" t\`/) Ln Ft. A, �R�DA , r 2 n �,, ... . • ER N ARCHITECTURAL SYMBOLS LEGEND -Alr/ � 1 Room named„..). " AND,OREGON / / PLYWOOD A101 I BUILDING SECTION 101 ROOM NAME AND NUMBER OF �� IDENTIFICATION ©AXIS DESIGN GROUP THESE DRAWINGS ARE THE PROPERTY OF AXIS FINISH LUMBER 1 I % DESIGN GROUP AND ARE NOT TO BE REPRODUCED WALL SECTION IDENTIFICATION O IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN A101 C DOOR NUMBER APPROVAL OF AXIS DESIGN GROUP. CONTINUOUS LUMBER ^—^ e � AS A101 ! S6.1N+;i— -- INTERIOR WALL TYPE INTERMITTENT BLOCKING _ J DETAIL IDENTIFICATION 1 x s 1 °fit A101 GYPSUM BOARD IN SECTION XX{ EXTERIOR WALL TYPE DESIGNGROUP -.- ARCHITECTURE&ENGINEERING,INC. 11104 S.E.STARK STREET I Aa EXTERIOR ELEVATION PORTLAND,OR 97216 \/ METAL IN SECTION IDENTIFICATION CEILING HEIGHT IDENTIFICATION, T:503.284.0988 10'-0" HEIGHT ABOVE FINISHED FLOOR F:503.546.9276 D BATT INSULATION C a A INTERIOR ELEVATION IDENTIFICATION CL,Ci Q A-401 10 GLAZING TYPE DESIGN•BUILD•MAINTAIN j B 13625 S.W.FARMINGTON RD ACOUSTICAL CEILING TILE BEAVERTON,OR 97005 T:503.718.7934 CVIEW NAME DRAWING IDENTIFICATION F:503.718.7935 ' ,/B"=1'-0" 10 EQUIPMENT IDENTIFICATION GROUT ♦♦. C-Ap — BUILDING GRID IDENTIFICATION M I- - - EQUIPMENT IDENTIFICATION :�•-:.•.:. RIGID INSULATION IN SECTION 01 OFOI/OFCI FURNITURE r 1111 A-101 A-101 EARTH MATCH LINE IDENTIFICATION $ ELEVATION DATUM N W GRAVELCD 1 J NORTH ARROW CG CORNER GUARD } Z Lij ct 2 w CONCRETE WG ,...,WALL GUARD W w N N REVISION IDENTIFICATION ~ O Q OX noo SJ-6 COC N 0 \�\ MASONRY IN SECTION SEISMIC JOINT COVER G C O +4" THICKNESS OF INSULATION Et Z O NEW WALLS IN PLAN ABOVE ROOF DECK W < 5 Z W WALLS TO BE DEMOLISHED W m ABBREVIATIONS ACOUS ACOUSTICAL EQ EQUAL L LINOLEUM(E.G.L-1) R RISER THRU THROUGH ACM ALUM CLAD MATERIAL EQUIP EQUIPMENT LAM LAMINATE RAD RADIUS TOB TOP OF BEAM/BRICK/BLOCK ACT ACOUSTICAL CEILING TILE ES EXPOSED STRUCTURE LAV LAVATORY RB RUBBER BASE(E.G.RB-1) TOC TOP OF CURB AD AREA DRAIN EX EXIT LT LIGHT RCP REFLECTED CEILING PLAN TOD TOP OF DECK ALT ALTERNATE EXIST EXISTING RD ROOF DRAIN TOP TOP OF PARAPET ALUM ALUMINUM EXP EXPANSION M MIRROR RD/OD ROOF DRAIN/OVERFLOW DRAIN TOS TOP OF STEEL/STUD ARCH ARCHITECTURAL EXT EXTERIOR MANUF MANUFACTURER REF REFERENCE TOW TOP OF WALL AWP ACOUSTICAL WALL PANEL MAX MAXIMUM REINF REINFORCE TPD TOILET PAPER DISPENSER REVISIONS(AWP-1) (F) FUTURE MB MARKER BOARD(E.G.MB-1) REQ'D REQUIRED TR TRANSPARENT FINISH NO FAA FIRE ALARM ANNUNCIATOR MCM METAL COMPOSITE MATERIAL RESIL RESILIENT TS TUBE STEEL . DESCRIPTION DATE BD BOARD FACP FIRE ALARM CONTROL PANEL MCP METAL CEILING PANEL(E.G.MCP-1) RF RESINOUS FLOORING(E.G.RF-1) TSC TOILET SEAT COVER DISPENSER BLD'G BUILDING FD FLOOR DRAINMDR MEDIUM DENRM ROOM TYP TYPICAL BLK'G BLOCKING FE FIRE EXTINGUISHER MFR MANUFACTUREETY OVERLAY RO ROUGH OPENING B.O. BOTTOM OF FEC FIRE EXTINGUISHER CABINET MIN MINIMUM RT RUBBER TILE (E.G.RT-1) UON UNLESS OTHERWISE NOTED BOT/BTM BOTTOM FF FINISH FLOORMISC MISCELLANEOUS RW RESINOUS WALL(E.G.RW-1) FIN FINISH MO MASONRY OPENING VB VINYL BASE(E.G.VB-1) CFCI CONTRACTOR FURNISHED FLASH FLASHING MP METAL PANEL SAM SELF-ADHERED MEMBRANE VBX VIEW BOX I° CONTRACTOR INSTALLED FLR FLOOR MRP METAL ROOF PANEL(E.G.MRP-1) SC SEALED CONCRETE VER VERIFY c CG CORNER GUARD FOB FACE OF BRICK/BLOCK MTD MOUNTED SCD SEAT COVER DISPENSER VERT VERTICAL fa CH COAT HOOK FOC FACE OF CONCRETE MTL METAL SCHED SCHEDULE VIF VERIFY IN FIELD o CIP CAST IN PLACE CONCRETE FOF FACE OF FINISH MUL MULLION SCS SHOWER COMPARTMENT SEAT VCT VINYL COMPOSITION TILE(E.G.VCT-1) CJ CONTROL JOINT FOS FACE OF STUD/STEEL MWP METAL WALL PANEL(E.G.MWP-1) SD SOAP DISPENSER VP VENEER PLASTER e CL CENTERLINE FT FOOT/FEET SECT SECTION of CLG CEILING FRT FIRE RETARDANT TREATED CLR CLEAR FURS FURRING (N) NEW SHT SHEET W/ WITH NIC NOT IN CONTRACT SHTG SHEATHING W/O WITHOUT CMU CONCRETE MASONRY UNIT FTG FOOTING NO./# NUMBER SIM SIMILAR WC WINDOW COVERING v COL COLUMN FV FIELD VERIFY NTS NOT SCALE SN STAIN WD WOOD(E.G.WD-1) DRAWN BY:AE v CONC CONCRETE SND SANITARY NAPKIN DISPENSER WG WALL GUARD CONT CONTINUOUS GA GAGE OA OVERALL SNR SANITARY NAPKIN RECEPTACLE WM WALK-OFF MAT CHECKED BY:SEE ? CPT CARPET(E.G.CPT-1) GB GRAB BAR OC ON CENTER SR SHOWER ROD WP WORK POINT c CT CERAMIC TILE(E.G.CT-1) GL GLASS/GLAZING SQ SQUARE WPRF WATERPROOF JOB NO: 16049 o OCC OCCUPANT(S) r GALV GALVANIZED SSD SEE STRUCTURAL DRAWINGS WRB WATER-RESISTIVE BARRIER > OD OUTSIDE DIAMETER > DBL DOUBLE GWB GYPSUM BOARD co OFCI OWNER FURNISHED SS SOLID SURFACING MATERIAL WSV WELDED SHEET VINYL(E.G.WSV-1) m DEMO DEMOLISHED SST STAINLESS STEEL WSVB WELDED SHEET VINYL BASE DATE: 1/18/17 a+ DET DETAIL HB HOSE BIB CONTRACTOR INSTALLED a OFOI OWNER FURNISHED OWNER INSTALLED SSG STRUCTURAL SILICONE GLAZING WWF WELDED WIRE FABRIC o DF DRINKING FOUNTAIN HC HOLLOW CORE ISSUED FOR:PERMIT V:3 STD STANDARD DIA DIAMETER HDWR HARDWARE OPNG OPENING a I DIM DIMENSION HM HOLLOW METAL OPP OPPOSITE HAND ST STONE TILE DIM PT DIMENSION POINT HORIZ HORIZONTAL STL STOR STEEL STORAGE SHEET TITLE o DN DOWN HSS HOLLOW STRUCTURAL STEEL TUBE PL/PLA PAINT(E.G. 51RUCf STRUCTURAL ARCHITECTURAL SYMBOLS w D.O. DOOR OPENING HT HEIGHT M PLASTIC LAMINATE(E.G.PL-1) SUSP SUSPENDED LEGEND &ABBREVIATIONS DS DOWN SPOUT PLAS PLASTIC SV SHEET VINYL(E.G.SV-1) ID INSIDE DIAMETER DWG DRAWING(S) PNL PANEL SVB SHEET VINYL BASE INSUL INSULATION PR PAIR -ti (E) EXISTING INT INTERIOR PS PROJECTOR SCREEN(E.G.PS-1) SYM SYMETRICAL EA EACH PT PRESSURE TREATED T TREAD LE ✓ EJ EXPANSION JOINT JAN JANITOR PTD PAPER TOWEL DISPENSER TB TACK BOARD C EL/ELEV ELEVATION JT JOINT PTDR PAPER TOWEL DISPENSER&RECEPTACLE TBF TACK BOARD FABRIC SHEET NO. ELEC ELECTRICAL PTR PAPER TOWEL RECEPTACLE T/G TOUNGE AND GROOVE 'I, EP EPDXY PAINT KD KNOCK DOWN FRAME PLY PLYWOOD THK THICK N io th in A-011 5_ Gn r. 0 r. DEMOLITION GENERAL NOTES C-) ER IN 7 78, 1. FOR GENERAL DEMOLITION NOTES SEE NO.6 UNDER f c ocri /\// \�`: `70. GENERAL NOTES ON SHEET G-002 / • • "- AND,OREGON- r1 B ,, DEMOLITION PLAN LEGEND: OF �� ©ESEDRAXIS N DESIGN GROUP GS ARE THE TYoFAXIS // / ' DESIGN GROUP AND ARE NOT TO BE REPRODUCED 10. IN ANY MANNER EXCEPT WITH THE PRIOR WRNTEN ` X00 :::: APPROVAL OF AXIS DESIGN GROUP. 7 (1 tip• / N / \ 0 Jr / N. \ .\ v / Up t�Ay ` 4 (E)WALL TO BE DEMOLISHED 04 AX- S / / Y N . / '‘.< ,OH. ..3. �� / ,'� °�NNy / DEMOLITION PLAN KEY NOTES DESIGNGROUP ,�� / /7 NN. ARCHITECTURE&ENGINEERING,INC. o N / \N \ \ NOT ALL KEY NOTES MAY BE USED.DEMOLITION NOTES ,,0 //// / ,/ N i © ONLY IDENTIFY MAJOR ITEMS OF DEMOLITION.REMOVE MISCELLANEOUS 11104 S.E.STARK STREET �� \ \ ITEMS AS APPROPRIATE FOR PROPER COMPLETION OF THE WORK. PORTLAND,OR 97216 / "� % fig. T:503.284.0988 N ✓ \ '10•. / 1 DEMO(E)INTERIOR WALL.DEMO TO UNDERSIDE OF(E) F:503.546.9276 P / ,/ N STRUCTURAL FRAMING WHERE OCCURS.PATCH&REPAIR HEAD D �/ (E)ACCESSORY O' CONDITIONS AS NECESSARY TO RECIEVE NEW FINISHES ' '/ N /i/ N c' DISPLAY v / 2 DEMO(E)STEEL DISPLAY FRAMING WITH INTEGRATED WALLS (E) CLOTHING / /' N 120 / 7••6.,, 3 DEMO(E)STEEL DISPLAY FRAMING WITH INTEGRATED WALLS �� /'" DISPLAY / \ /' `� 4 DEMO(E)INTERIOR WALL FOR NEW CASED OPENING.OPENING DESIGN•BUILD•MAINTAIN TO MATCH PREVIOUS INFILLED OPENING N / 13625 S.W.FARMINGTON RD N ; N N. 5 (E)OPENING TO BE INFILLED WITH WITH WALL FRAMING o / \ / ///N/N , / 6 BEAVERTON,OR 97005 ti� // / / \�j� 6 CONTRACTOR TO COORDINATE REMOVAL AND SALVAGE OF ALL T:503.718.7934 \ / \ OWNERRFURNISHING,CASEWORKANDDISPLAYFRAMESWITH F:503.718.7935 �� N. (E OFFICE v 4‘:// ' \�/ „ 7 PREP(E)CONCRETE FLOOR AS REQUIRED FOR NEW WORK E MEC N 1� / N / �/ N. / 8 PROTECT(E)FLOOR DRAINS DURING DEMOLITION 0 7, N ,‘, . ,� 179,E /NN �� /N � P. QO• /( )ADA TC/1,e‘N / (E OFFICE ‘L/\,„ N 124 �� V/ N , ,s NN / ` / /4/ V / N / / / 'k:, sr< 123 \ \ \\ 1 �/ \\ \ 0 `N� K, t„. r , , ,. sib/ A/ N AM ' (E)ADA IL r 2 , N vA. 125 (E OFFICE / / O FN \ // ,,,,..):7)7/ \ 128 / s, F--A/ N / 114 tl ILI / y T8 N if \ t\N%t o V�\ hi'3. 9 Y. Z / (E) •CCESSORY gailklb 'I oat cc ��v DISPLAY N.N / O h� AN / �: NN / ti \„� \` / v ` �� C LIQ In !r I N ,„ NK , ' / N. /` //// (E)SHOWROOM �\ / Z 2 2 / �� /7' / N (E)PARTS STORAGE / ' ��`.% v 127 \ O Q _ � © / E ITf1NG FA AND DISPLAY / A v (/ \ i ' 114 /*. / v111446 /;/ 1- 1/4 ai LT.CLOSET \ /‹, -, / ` / '/ > Z 0 Nql--;.,N )�v 115 /': v Q W co / N / / / /� w H 4 N / / N 4 Sitio (E)SERVICE AND / \ \ \ / \ � � N\`�� PARTS WRITE-UP / ‘ NN‘\ >� V• \ / /� // / A / /\' \ \ / /, 0 / Al / • /,‘„, N,,,,,s‘ , A\w • �, / a ( > © AREA OF WORK \ / �`;AA �� N REVISIONS / • \\\ / U %,N — — — — — 71 \ DESCRIPTION DATE \ Immo =_0_ ^--__:� ._ = ,.� ii o o N (E)BEAM �r / 1 E i / . E l\8 NO 1 (E)WASH�BAY�� /1 \ tl I 1 I I A2J II 0 a _T 0 I / jlj \ \I N MI II I 1um DRAWN BY:AE zO O CHECKED BY:SEE c I O (6) (6) I I I JOB NO: 16049 r tv (E)MOTORCYCLE il 0 (E)MOTORCYCLE to m PARTS/SERVICE ACCESSORIES t.- STORAGE DATE: 01/18/17 O+ Il t I © ISSUED FOR:PERMIT $e I I s rfsm —— 0 ' ,,...,t..„...„..„...... . � SHEET TITLE tv I 1] II II i s FIRST FLOOR DEMOLITION PLAN I Iv IIII I c IJ (E)OFFICE II (E)OFFICE © . 11 Il II � '-_-El k5 1 — SHEET NO. DK (JJ_,JSII) CHfN (GG KEY PLAN -th 3a' o' 2a -o^ �� za -o^ ` 2a -o” \ 2s-o^ N SCALE: NOTTOSCALEFIRST FLOOR DEMOLITION PLANOv, 5 1/8" = 1'-0" Q. al FLOOR PLAN KEY NOTES A O FLOOR PLAN GENERAL NOTES FLOOR PLAN LEGEND: ��w1�ED A ��r N , © r� .,,,,,. / N :--'104"," ER tr. N 1 PROVIDE(N)STEEL ACCESS LADDER TO(E)ROOF HATCH.LADDER TO 1. FOR WALL TYPE DETAILS,SEE WALL TYPE MATRIX ON THIS SHEET. 2. FOR TYPICAL PARTTIION CONFIGURATION SEE SHEET A-551. \ rn MEET OSHA DESIGN REQUIREMENTS. 3. FOR METAL STUD FRAMING DETAILS,SEE SHEET A-552 • 2 (E)FLOOR DRAIN TO REMAIN.REPAIR AS REQ'D,CLEAN AND PAINT. 78. 7 4. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTERLINE OF STUD, (E)DOOR �y ",'� AND,OREGON 3 (E)UTILITY SINK WITH DECK MOUNTED EYEWASH TO REMAIN,REPAIR 0 /O • O / FACE OF CONCRETE,FACE OF CMU OR GRIDLINE DON. in AS REQ'D AND CLEAN. -• / / \ 5. FOR DOOR OPENING DIMENSIONS SEE DOOR SCHEDULE.FOR TYPICAL LOCATION 00 4 (E)TRENCH FLOOR DRAIN TO REMAIN.REPAIR AS REQ'D,CLEAN AND OF DOOR OPENINGS NOT DIMENSIONED,SEE TYPICAL DOOR CLEARANCE DIAGRAM ' OF PAINT. r / \ / FOR HINGE SIDE LAYOUT DIMENSIONS. 1 5 (E)ELECTRICALTRANSORMERTO REMAIN. `; 6. FOR FLOOR FINISHES SEE ROOM FINISH SCHEDULE. (N)DOOR- 6 (E) ELECTRICAL PANEL. B „,,,,//: / / 7. FOR FIRE RATED WALL LOCATIONS SEE FIRE AND LIFE SAFETY PLAN. SEE SCHEDULE O AXIS DESIGN GROUP THESE DRAWINGS ARE THE PROPERTY OF AXIS j DESIGN GROUP AND ARE NOT TO BE REPRODUCED 7 (E)CASEWORK SALVAGED AND RELOCATED y \ IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN 8 (E)CASEWORK TO REM AIN. 7 \ Q0 (E)WALL APPROVAL OF AXIS DESIGN GROUP. 9 (E)4X8 SKYLIGHT ABOVE. //kc / V p, 10 (N)CASEWORK/FURNISHING.COORDINATE WITH OWNER. \ i.` -` ° ' ` (N)WALL Ira 11 (N)MOTORCYCLE SERVICE EQUIPMENT.COORDINATE WITH OWNER \ FOR MECH,POWER AND LIGHTING REQ'MNTS. ryo o �j N0 1,3, 12 (E)CONCRETE FLOOR.PATCH AND REPAIR AS REQ'D,CLEAN AND / / RESEAL. / N. ; 'N 13 RELOCATE(E)FIREEXTINGUISHERANDSIGNFROMDOORJAMB N / U'rw,1� \ INTERIOR PARTITION 6. N+ 1 /9 <, ' ,1 ' FRAMING TYPE FRAMING HEIGHT TYPE MATRIX 0 / ti,}-+ tO• FRAMING SIZE ADDITIONAL REQ. N i y O•. CONFIGURATION �� I CONFIGURATION FRAMING FRAMING DESIGNGROUP N / N � TYPE SIZE ARCHITECTURE&ENGINEERING,INC. // N / `/N N", / 1 2 3 4 8 o , N / / ' 7N 11104 S.E.STARK STREET ti 0 1/2"AIR PORTLAND,OR 97216 s% \ / E ACCESSORII 3=21/2" /• ( ) SPACE "AIR T:50.STARK ST DISPLAY / 4, 4=31/2" F:503.546.9276\ / i' 120•) v/ 70 / 7;7 W 6=5 1/2” WOOD 8=71/4" -r- N-n- ,// \ 4t. \'N / \ \ STUD 10=91/4" P �� / N 'fix , , D �/� / N i 12=111/4" 11"11 / N i .\ 27 M=MATCH(E) up -u - / \ / \. / `� '6•• DESIGN•BUILD•MAINTAIN / \� 1/2"AIR 13625 S.W.FARMINGTON RD // / N /tN /' �'. SPACE UON BEAVERTON,OR 97005 2=2 1/2" S 3=3 5/8" T:503.718.7934 tip,6 4 / //, .‘,... \ ��' �`-• // .` STEEL 4=4" F:503.718.7935 ' STUD 6=6" I I / N (E OFFICE os, it �� 122 / N i/ .�Ac. �`� M=MATCH(E) 0 / / l/iM4C//,/ / N �� V No., / / \ . � AH 2=21/2" �- /�� / ��/ V (E))ADA TQIC i . . STEEL C-H 4=4" (E) CLOTHING 124 �.pr�� / `. `. :0, `. III IN r, ,, , NDISPLAY % (E OFFICE �� V `� / GO STUD 6=6" A s 0 .A ` 118 � 123 �� /� .� �� O. •�qN (E)ADA I� . / O `� STEEL HAT 1=7/8" N / / N N„,/ // 125 (E)OFFICE /,/ `.` .` / `.\ CHANNEL 2=1 1/2" IL. / F �—. / N / , ` ��\\ // / �� \ �r�, \ 126 �/� �e`� ` .�`�� , \``� ��Oe FURRING \\\ N 8) w Oa/ \ ;! r"r ra�Q.V / / ��`, ��`� ` � / ��, . STEEL Z 2=2�� ; A. �` �` �` FURRING 9_ Z ` CHANNEL Ilk 11.LWN. V ` CC T 8" SN V" G / 4 fr �\V (E)/>CCESS Y �/ / .� A us '� DISPLAY /, / ADDITIONAL Q W LU ctN \ q� 117 �. /� PARTITION HEIGHT c`i cti/ 4‘ A. V / ` /(116A� • //,',/ \ /` RQMTS. ~ Q ¢ rn / N \ / �`� N`� / N NONE/ Z C v O � E FITTING RM 10 �VN ��` ��` ��\ TI Tr STRUCTURE G O ` A-ACOUSTIC WALL BATT 1 O Q 4 .. „,� :... �, s 114 � '� � � /;% V / ��` � � � 1 � � H �� `N /(114t.) (E) LT. CLOSET �` � T-THERMAL WALL BATT Z m / / ` CEILING y(113A� \h:r: �l 115 8N////// (E)SH• •OOM / �¢� :'j INSULATION,R-21 W Q (E)SERVICE V // � / /�/ ® vJ Al GYPSUM / WRITE-UP/ ® \ �� / i U-THERMAL BATT BOARD Q /A f1 / PARTS \A ��_ ' (E) PARTS ::::// ° /� INSULATION,R-38 TYP. m113 y\ STORAGE�/ �� 116 / \ ® (S6.2A^� // R-THERMAL2" ��.A 12 \ /�' \� \ :::%..; ` / \tilb RIGID INSULATION,R-10 \ 12V !i // _ — FLOOR �a1E4 / , 4 z9 A P (X,.)PLYWOOD - + < nif) NN 6 j1� BACKING PARTIAL HEIGHT WALL.` o, 04PP/ SEE RCP FOR N'/ g, \ m %/ UNDER GYPSUM BOARDLOCATION OF SM 2A^ 1 \ FRAME TO UNDERSIDE OF CEILING.BRACE FRAMING AS I (N)STOREFRONT / REQUIRED TO STRUCTURE. (N) MANAGER WAL�' \:;:;.> / %Y . 1/ L----' N / + GYPSUM BOARD EXTENDED ABOVE CEILING MIN.6".BRACE ` �_ OFFICE \-:;;, / �� // c fPARTITION (; FRAMING AS REQUIREDTO STRUCTURELO�AIt WALL 112 �� "` T CAPTURE W Q� aI i, < FRAME TO STRUCTURE(DEFLECTION HEAD REQUIRED AT OLUMN ON(E) \\ I ^i Q' // NON STRUCTURAL WALL).GYPSUM BOARD EXTENDED IISSERVICE WRITE Q� ',. C� (1168 //i 113'MIN I ABOVE CEILING 6"ON ONE SIDE.GYPSUM BOARD EXTENDED UP SIDE \ ( a91 0� "' �P� ` �// 4 2q^ O ® , A2 TO STRUCTURE ON OTHER SIDE EXCEPT AT FURRED WALLS. REVISIONS O FRAME AND GYPSUM BOARD TO STRUCTURE NO a ` ;� ,/ \ (N) DISPATC m K / �o ; / ,2 AREA OF WORK A / OFFICE 118C (N)OPENING MATCH (DEFLECTION HEAD REQUIRED AT NON-STRUCTURAL WALL). 110 // EXISTING INFIL DESCRIPTION DATE I L— (E)SPRINKLER `\ \553 N ' A-553 , GENERAL MATRIX NOTES: N ;' / S4.2A^ l� 1. THE FRAMING COLUMN CONTROLS THE ROW FOR FRAMING SIZE AND CONFIGURATION ` BSER 111 '°' — \ �_ _ _ I� � COLUMNS. « — N I —� — —1 2. METAL STUDS-20 GAJ33 MIL,DON,OR AS REQUIRED BY FIRE RATING,WHICHEVER Z / • (S4.2AA) (N) IS STRICTEST. LOCATE WALL FRP FINISH FE I 3. STUD AND FURRING SPACING @ 16"O.C,DON,OR AS REQUIRED BY FIRE RATING. -o TO CAPTURE TS '"" \ /)WASH BAY (E)STEEL COLUMN (E)STEEL COLUMN (E)STEEL COLUMNV (E)STEEL COLUMN WHICHEVER IS STRICTEST. m COLUMN ON(E) 4'PLYWOOD FINISH I PAINTED PLYWOOD FINISH ill o WASH BAY SIDE 109 FIRST 4'FROM THE BOTTOM FIRST a' ROM THE BOTTOM 4. 5/8"GYPSUM BOARD DON. I © © O - 5. FIRE RATED WALLS AND RATINGS ARE INDICATED ON PLANS. FOR RATED WALLS, SIM 13 ii ENSURE MINIMUM REQUIREMENTS ARE MET FOR RATING STANDARD INDICATED IN THE 0 12 (E)FE I CONFIGURATION COLUMN. USE TYPE'X'GYPSUM BOARD UNLESS NOT REQUIRED BY oi u NW MOTORCYCLE 1 MOTORCYCLE (E) MOTORCYCLE MOTORCYCLE © ' 6. COUST CDSEAL AT PERIMETER AND PENETRATIONS OF SOUND RATED PARTITIONS. 128A) SERVICE BAY SERVICE BAY ( TT MOTORCYCLE SERVICE BAY SERVICE BAYS ACHIEVE STC RATING WHERE INDICATED. « MP (128C) "' ' - 7. PROVIDE WATER RESISTANT GYPSUM BOARD THROUGHOUT IN RESTROOMS,AND ON a I J STORAGE O SERVICEW/ — — — — I 1---- J WALLS WITH PLUMBING FIXTURES IN OTHER LOCATIONS,UON. PROVIDE CEMENT TILE DRAWN BY:AE 12'MIN CLEARANCE BACKING PANELS[WHERE INDICATED IN TILE DETAILS]. z 128 8. MAINTAIN FIRE RATING BEHIND FIRE EXTINGUISHER CABINETS,ELECTRICAL CABINETS, CHECKED BY:SEE 12 AND OTHER RECESSES. o JOB NO: 16049 9. MAINTAIN FIRE RATING AROUND STRUCTURAL ELEMENTS. a 10. PROJECT MAY NOT UTILIZE ALL ITEMS ON THE MATRIX. m 'm m aD w DATE: 01/18/17 N cn N itt 10'-0" / — — — — ISSUED FOR:PERMIT f T I T T a I o SHEET TITLE « MOTORCYCLE MOTORCYCLE MOTORCYCLE MOTORCYCLE MOTORCYCLE 1 O0 SERVICE I3AY SERVICE BAY SERVICE BAY SERVICE BAY SERVICE BAY " FIRST FLOOR PLAN u C6> S4.2N^ �¢ I ' / 2'-6" (N) FLUIDS OLL 0 0 Ire s rLt v _ MIN. CLEARANCE 108 a® W --at ,.."rte - .X �„ae::- :ij a ©/6) 0Q anAtter,„ AL*,,,,_ z SHEET NO. vI — — — — — — — — — — — — — — _ _iii g _ _ IS _ _ _ _ _ _ _` _ _ _ _ _� _ _ _ _ a KEYPLAN SCALE: NOT TO SCALE A- 121 IA N til CID FIRST FLOOR PLAN / 3a'-0" / 24'-0" / 24'-0" 24'-0" / 25'-0" x \ g 0 vs° _ �'-o° )KK) )JJ) )I I� )H (CE; )FF) • A �.0W Afir NIC + ER � /N. CO REFLECTED CEILING PLAN GENERAL NOTES 't' n / `` 78' 1. LIGHTING ALTERATIONS ARE DESIGN BUILD.CONTRACTOR TO COORDINATE REQUIREDa/WY O / • ji ;` 70+ ALTERATIONS TO EXISTING SYSTEM. "-'� ',OREGON IN. N, 2. MECHANICAL SYSTEM ALTERATIONS ARE DESIGN BUILD.CONTRACTOR TO COORDINATE �� / REQUIRED ALTERATIONS TO EXISTING SYSTEM. / OF O�'C / v \ 3. SPRINKLER SYSTEM ALTERATIONS ARE DESIGN BUILD.CONTRACTOR TO COORDINATE V REQUIRED ALTERATIONS TO EXISTING SYSTEM. B �/ :\ 4. FIRE ALARM SYSTEM ALTERATIONS ARE DESIGN BUILD.CONTRACTOR TO COORDINATE ® REQUIRED ALTERATIONS TO EXISTING SYSTEM. ©AXIS DESIGN GROUP 5. SEE FIRE AND LIFE SAFETY PLAN FOR MEANS OF EGRESS ILLUMINATION ZONES. THESE DRA MNGS ARE THE PROPERTY OF Axis / 6. ALL DIMENSIONS ARE TO FACE OF FINISH OR CENTERLINE OF FIXTURE OR GRIDLINE UON. IN ANNGROUPEDARENOTTOBEREPRODUCED / �� 2�, IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN A + / / SL `O+ / APPROVAL OF AXIS DESIGN GROUP. + \ Ira ,. i N / REFLECTED CEILING PLAN KEY NOTES // �4 / 1 (E)4XB SKYLIGHT TO REMAIN. REPAIR AS REQUIRED AND CLEAN,TYP. �� A X. S CO /� ��` 20, 2 (E)EXPOSED WOOD STRUCTURE WITH FACED THERMAL BATT INSULATION. / N. O+ PATCH&REPAIR FACED INSULATION&CLEAN.TYPICAL 3 (E)EXPOSED STEEL STRUCTURE WITH FACED THERMAL INSULATION. +;�� / / r PATCH&REPAIR FACED INSULATION.TYPICAL. / N3-7'e. N " / 4 PROVIDE(N)LIGHTING,ALTER MECHANICAL,SPRINKLER AND FIRE ALARM / DESIGNGROUP ��V� / CO �"� SYSTEMS AS REQ'D FOR NEW WORK ARCHITECTURE&ENGINEERING,INC. 5 5 PROVIDE(N) WET LISTED LIGHTING.o i / 11104 S.E.STARK STREET ^�' /o / \N. ck76 (N)MOTORCYCLE SERVICE EQUIPMENT BELOW ROOF STRUCTURE. PORTLAND,OR 97216 J/ NN, INSULATION& ATE LIGHTING REENTS FOR EQUIPMAS WELL T:503.284.0988 / / ON&SPACING OFENT AEREA LIGHTIF:503.546.9276 1� �� / 7 TINGD ,� �"' / ♦ 8 O MATEILINGj / / / 2 9 LIGHT A:1 / �� b� JQ‘ / �+ 6:=DESIGNC:HBUILD 7• / c \ V h\..FO / \'s �� / N / 13625 S.W.FARMINGTON RD N / \ O h \ / N BEAVERTON,OR 97005 N.N. / F9� / b I C• O T:503.718.7934 �a / / /w� F:503.718.7935 0 / NI 4, / N I/ el/ • r , es ,, Cilv Ni, . Bcpq QU/7 si-,,,, , , A.1 O / F ,,/.; j 1116 / / iN> / }�J �, �� NN / / / NNN./ • 8 iTh to / NN, (E)PONY WALL °yamNN4d 7 V / / 7 / CCN I „X16"GLB, 1. / N. \ 3+ } W S4 / 0 // / ,s; O , ,,, t, // /6 \ S, IN,/ /NN / N( / 21/2"X16"GL: /,ci// / / NN / O V co / -N * NI / N *JD eN4essi ��Gq! / g 2 1/2"X 16"GLB ° /F! a_ L1-1 5 O F �YNN,/ Wall A-551 0 s OGfl �, teNs, co 0 _ Q LLI Flt liy m \\ /O\ %,© ry / // w F— / N 40°' 6,, \6+ ��F( 9l7,y `.on � . ® x 2 1/2"X 16" L: /" + m F�cl� s s �A�2�7 ,C ES 7 l �V� 4A�9 �Fl� \�1 1 \\ / © / \ \ ES Orn /f% co A � � ti G7l7 ®` P� / // • � ��`�� N. / "/ . /� �A-553 2 1/2"X 16"GLB ��%/ ��\_ 0„0 21/2"X16"GL: �=. K 1 ) �� V� � Y �� (N)STOREFRONT m '' NI \``�A �. © (N) �� -XCp PARTITION ES ;. Ni. \�\ © �� } ES O OPENING /% m `' \\ \\\ \p ® \ j / \ I 21/2"X16"GLB N ',,HN A2 �� j 2 ,/2"X ,6�iLB � \ 4CO AREA OF WORK REVISIONS N �``:��Ate\ © J © 1.5...t © DESCRIPTION DATE Nib AqINF fr'"NrA% : /7 m / 1 (6) x ----:>._,�N CO 21/2"X16"GLB 21/2"X16"GLB \ 1 � I 7 - - — O r - - 7 — T — O — / m� i _____ ___ \ s 7 \ / I I / / cd rv1 cg 21/2"X16"GLB x V � I A- \ \ N i _.__I 0 2 Ia I I \ ,, V I / / I I 21/2"X16"GLB rt, � , © / / ' I — ' DRAWN BY:AE Z I ES \ \ / - C ES 0 I CHECKED BY:SEE o ( / 2 1/2"X 16"GLB JOB NO: 16049 a, 5 \ 1 > / M 1 1 DATE: 01/18/17 I' o F A-551 r T /-� T T • T W ISSUED FOR:PERMIT I, I I I I a / \ I 2 1/2"X 16"GLB ) 9 ( / -- co I Ico co I TITLE vi \ I °�° FIRST FL OR REFLECTED CEILING / .- / PLAN 'O / N I I N N I I N \ f Ir G ao a0 00I Cp it"' -..--z E.. I ___ X I I X X I I X \ /2"X 16"GLB 5Al / A-551 co I m ro co =. m - - — - - - - � - - - - —1— J 21/2'X16"GLB - 4 N SHEET NO. N z 1/2"x 16°GLB KEY PLAN A- 151 o 34'-0" 24'-0" 24'-0" 24'-0" 25'-0" SCALE: NOT TO SCALE t FIRST FLOOR REFLECTED CEILNG PLAN 7-- ! / / N s vs° = � -o" \K i , JJ� CII) CHH (GG/ (I1) la) �r \IC �8 10 �� , f, f� isi \A-55� A-552 �~ .,• - , ER ref N r no CV CA • i � ya ., ' •ND,OREGON - CONT,FOR LENGTH OF WALL, d'7 SHEET METAL BACKING PLATE OF 0101 FOR UPPER CABINETS AND ( - 8 10 SHELVING. (BACKING HEAVY) ©AXIS DESIGN GROUP THESE DRAWINGS ARE THE PROPERTY OF AXIS A-552 A-552 DESIGN GROUP AND ARE NOT TO BE REPRODUCED IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN / APPROVAL OF AXIS DESIGN GROUP. METAL STUD GYP BD WALL,,sE SEE en WALL TYPES \ AXIS 17 \ 9 \ -555'\A-553 N N CONT SHEET METAL BACKING PLATE FOR DESIGN GROUP BASE CABINETS AND ARCHRECIURE&ENGINEERING,INC. o FLOOR TO CEILING 11104 S.E.STARK STREET SHELVING. r \ (BACKING LIGHT) PORTLAND,OR 97216 �7--,c T:503.284.0988 15522 A 552 F:503.546.9276 (E)FLOOR ��\ J v (7 , (- /L..._!) (E)SLOPED ROOF A SLOPED ROOF NOTE: SEE ROOM FINISH SCHEDULE FOR LOCATIONS WHERE THIS DETAIL APPLIES, ASSEMBLY ABOVE ASSEMBLY ABOVE BACKING PLATES ARE CONTINUOUS FOR FULL LENGTH OF WALL IN WHICH THEY DESIGN•BUILD•MAINTAIN c_ (E)FACED c_ (E) FACED OCCUR. FOR(E)WALL CONDITION COORDINATE LENGTHS WITH CASEWORK AND 13625 S.W.FARMINGTON RD BATT INSUL BATT INSUL SHELVING. BEAVERTON,OR 97005 I T:503.718.7934 Ilir T ,T, —I T T1 10 _ -- //� �� O BACKING PLATES F:503.718.7935 � an 01111 // T.O.(E)GLU-LAM ®® _AA...... _AA._ _...A..._ AilhAilL _41..._ ,A..... —.11...._ aI%Tl& I 1 � � o SEAL WOOD FRAMING / o I • _ - TOINSUL BATT FACING is is EACH SIDE OF WALL / B.O.(E)PURLIN �i O DEFLECTION HEAD W o S(N) 3X12 JOIST,PROVIDE J I_ 00 i ° U-310 FACE MOUNT GYP BD O METAL STUDS, AN URE } Z a -.HANGER(SLOPED SEAT) -_ ?? B.O.(E)GLU-LAM �! LLI @ EA.END, I ABOVE V 2 ° S / I SEE WALL TYPES AND O W Q ry 4 FLOOR PLANS FOR lV ---__- �c METAL STUD AND GYP BD a < 0 y4�iLLLS�r�i%L_Al etemeto WALL APPLICATION Cu- LY) Ce ¢ O t - - - G a ........ ..... _ C cc J-METAL EDGE • �1 p p p.I J-METAL EDGE Z G_ rt 1 ACOUSTIC INSULATION O N Q TYP. TYP. i !, @ TYPE'A'WALLS.FOR H H LD _- 20 GA LONG LEG III 20 GA LONG LEG , ' LOCATIONS SEE FLOOR It Z p I=GYPSUM BOARD DEFLECTION TRACK GYPSUM BOARD ' DEFLECTION TRACK PLAN WALL TYPE W Q ` (2)#10 SREWS (2)#10 SREWS I . i) DESIGNATIONS. Z WALL STUD,SEE @ 16"O.C.TYP. METAL STUD,SEE @ 16"O.C.TYP. .! WALL TYPES FOR WALL TYPES FOR E Q W BACK TO BACK ELECT.BOX LLI CONSTRUCTION 0 I , : I 24' SEPARATION MIN. 20 GA METAL TRACK 20 GA METAL TRACK •�I WITH OUTLET BACKER PAD. m CONSTRUCTION !,F 33 MILS METAL TRACK,' SECURED TO SLAB AT 2'_Q"O.C. AI _ ACOUSTICAL SEALANT EACH SIDE ,• ,? (E)FLOOR . TYPICAL ACOUSTIC PARTITION AT C,;` O WOOD STRUCTURE I LSO i.: . 3/4" = 1'-0" -4- 6 REVISIONS A•\,„:5_5_21 A-551 DEFLECTION HEAD AT (E) PURLIN - DEFLECTION HEAD AT (E) PURLIN - - - - NO O PERPENDICULAR TO PURLIN O PARALLEL TO PURLIN T.O.(E)STEEL Z GIRT DESCRIPTION DATE B.O.(E)STEEL Z GIRT !` II B.O.(E)STEEL BEAM L Ill 2 (E)SLOPED ROOF ASSEMBLY (E)SLOPED ROOF ASSEMBLY !7DEFLECTION HEAD c ABOVE ABOVE o METAL STUDS,AND o (E)ZGIRT (E)ZGIRT GYP BD TO STRUCTURE ! ABOVE Co- (E)FACED BATT (E)FACED BATT INSUL INSUL I I SEE WALL TYPES AND 1�/I FLOOR PLANS FOR r METAL STUD AND GYP BD / WALL APPLICATION v DRAWN BY:AE cuZ > IPIP -IP CHECKED BY:SEE le c c JOB NO: 16049 r w m iikle DATE: 01/18/17 o y �.�•zr - L : (( )' il ! ACOUSTIC INSULATION Wo ��l��.�� f��C� I \ l LOCATIONS SEE FLOOR @ TYPE'A'WALLS.FORISSUED FOR:PERMIT BATT FACING BATT FACING 7.aACOUSTIC SEALANT IPLAN WALL TYPE o a TO NSUL BATTFSEAL J-MEATL DGEACING ` DESIGNATIONS. SHEETTfRE Y J-METAL EDGE EACH SIDE OF WALL J-METAL EDGE ` lioTYPICAL AT Z GIRT.BETWEEN TYPICAL. 1INTERIOR WALL DETAILS ZGIRTSEALJ-METAL �( EACH SIDE OF WALL l BACK TO BACK ELECT.BOX l 24"SEPARATION MIN. .41 - EDGE TO INSUL.BATT GYPSUM BOARD . I►l 2 GYPSUM BOARD -o j;.' FACING. • 20 GA LONG LEG S WITH OUTLET BACKER PAD. vMETAL STUD,SEE . . (2)#10 SREWDEFLECTION S RACK � 20 GA LONG LEG METAL STUD,SEE 1 :.i WALL FOR DEFLECTION TRACK. WALL TYPES FOR ! 33 MILS METAL TRACK, @ 16"O.C.TYP, l SECURED TO SLAB AT CONSTRUCTION ;; . (3)#10 SCREWS @ EA. CONSTRUCTION . ADGIRT. I':, 20 GA METAL TRACK I ib l 2'-0"O.C. o s k' � ACOUSTICAL SEALANT 20 GA METAL TRACK SHEET NO, Ey' I (E)FLOOR �� EACH SIDE N ce A-551 mi DEFLECTION HEAD AT (E) STEEL Z DEFLECTION HEAD AT (E) STEEL Z GIRT TYPICAL ACOUSTIC PARTITION AT Rim © 3IRTS - PERPENDICULAR TO GIRTS 4 -PARALLEL TO GIRTS O STEEL ISTRUCTURE a en p��gED A �,�r� Nv i6 N y N. N CI •Apr/ '' / 'ND,OREGON . METAL STUD FRAMING NOTES `fh 0N .� 1 STEEL PARTITION FRAMING MATERIAL SHALL BE AS SPECIFIED UON. j OF O� I 2 SHEET METAL SCREWS(SMS)USE#8 SMS UON AS#10 OR#12 SMS AS ON DRAWINGS. THE SMS TYPE SHALL BE AS FOLLOWS: ©AXIS DESIGN GROUP A. WHERE SCREW HEAD IS OVERLAID WITH GYPS (E)FRAMED WALL , BOARD OR OTHER FINISH USE WAFER HEAD SELF-UM THESE DRAWINGS ARE THE PROPERTY OF AXIS DESIGN GROUP AND ARE NOT TO BE REPRODUCED DRILLING. IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF AXIS DESIGN GROUP. I f B. WHERE SCREW HEAD IS NOT OVERLAID WITH GYPSUM BOARD OR OTHER FINISH USE HEX HEAD SELF-DRILLING. FINISH 3 POWER ACTUATED FASTENER(PAF):DN PINS WITH 0.145 SHANK SURFACE 1I / DIAMETER AND 1-1/8"PENETRATION. INSTALL IN COORDINATION III f WITH THE MANUFACTURER'S REQUIREMENTS. ' ,'f 4 ' 4 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3. SCREW)#8@EA.ATTACHSTUDMENT, AXIS ( 41411 f 6"TAUTI6GA.FLATSTRAP, Ør' CRIPPLE STUD DESIGNGROUP .... '' CONT.3 STUDS MIN. INFILL STUD ARCHITECTURE&ENGINEERING,INC. INFILL STUD CRIPPLE STUD 11104 S.E.STARK STREET BACKING - HEAVY (E) WALL HEADER TRACKS PORTLAND,OR97216 T:503.284.0988 10 SCALE: NOT TO SCALE WALL HUNG CASEWORK @ SHELVING AND AS NOTED 011 F:503.546.9276 / HEADER 1441#10@HEADER 1/8" 2@12 MEMBERS 1/8 2@12 TRACKSTYP ,� � 1 O .I OP° `DESIGN•BUILD•MAINTAIN 13625 S.W.FARMINGTON RD .I JAMB 0 JAMB BEAVERTON,OR 97005 (E) FRAMED WALL ,I T:503.718.7934 lia111111 F:503.718.7935 � CRIPPLE STUD 10,0 FINISH ,I/ SILL SURFACE *411 / 400e' SILL SCREW ATTACHMENT, INFILL STUD f (2)#8 @EA.STUD 4"CURB ,I I TYPICAL BASE ADDITIONAL ANCHORAGE ` ANCHORAGE 6"TAUT 16 GA.FLAT STRAP, ANCHORAGE @ JAMB 1011 'I CONT.3 STUDS MIN. BASE TRACK J•I BASETRACK J i_ O BACKING - LIGHT (E) WALL © WINDOW - TRACK HEADER O MECHANICAL DIFFUSOR OPENING r- LU SCALE: NOT TO SCALE FLOOR SUPPORTED CASEWORK AND ACCESSORIES SCALE NOT TO SCALE @ OPENINGS 31-6"OR LESS SCALE: NOT TO SCALE C.) w SEE DEFLECTION HEAD O > Q N O DETAIL O V rn •I�,, C Li- ty) re GB.O.(E) aV G C� V - CRIPPLE STUD O 11 I' STRUCTUFRAM NGRAL z C " < INFILL STUD I x3 0 o U � SCREW ATTACHMENT ccu� Z o I.#10 @ HEADER \ z II TRACKS,TYP \ ¢ 0 /� LU FRAMED WALL,SEE PLAN HEADER 40044011011 � 1/8" 2@12 SECTION A-A °° ~ FOR SIZE&SPACING MEMBERS �� <� /.I f ` JAMB DEFLECTION TRACK ,I /1 FINISH 0!>,41 / /'�� SURFACE ,/ ,) ANGLE 2x2x54 MILS W/ �; �/ TOP TRACK f 1�. (3)#8 SMS TO JAMB& VII ANGLE (2).145 PAF TO SLABI/ CREW ATTACHMENT, ANCHORAGE 6"TAUT 16 GA.FLAT STRAP,CONT.3 REVISIONS STUDS MIN. NO . DESCRIPTION DATE BACKING - HEAVY (N) OR - BOXED DEFLECTION HEAD ® SCALE: NOT TO SCALE WALL WALL HUNG CASEWORK @ SHELVING AND AS NOTED ® OHEADER SCALE NOT TO SCALE@ OPENINGS GREATER THAN 3'-6" ® SCALE: NOT TO SCALE v STUD m CRIPPLE STUD o INFILL STUD ` ci 0 /III #10 @HEADER 1/8" 2@12 TRACKS,HEATYP C 41 FRAMED WALL,SEE PLAN DRAWN BY:AE FOR SIZE&SPACING ii m 40f I -T.N.. CHECKED BY:SEE ---k (1111"111 z o JAMB FINISH .lit mSURFACE #•PAI ANGLE2x2x54MILSW/ 11°""a (3)#8 SMS TO JAMB& ISSUED FOR:PERMIT v (2).145 PAF TOSLA6 °SCREW ATTACHMENT, #10 EA.SIDE,TYP0 (2)#8 @EA.STUD ° a BASE TRACK f INTERIOR WALLDETAILS D ANCHORAGE ' 2„ .145 DIA.PAF @ 24"O.C.TYP. 32 6"TAUT 16 GA.FLAT STRAP, C& Mil, g 0tl CONT.3 STUDS MIN. �gg4,cpGE. v F a iii BACKING - LIGHT (N) W DOOR - TRACK HEAE ATTACHMENT TO S 001 O SCALE: NOT TO SCA EALL FLOOR SUPPORTED CASEWORK AND ACCESSORIES. ® SCALE: NOT TOSCALE @ OPENINGS 3'-6"OR LESS 0 SCALE: NOT TO SCALLE SHEET NO. cf LI N th 0 A-552 U, X g a M (E)SLOPED ROOF 7� ASSEMBLY ABOVE �i��L a,� R c_ (E)FACED Cjl - R 2" > 2" BATT INSULr. o n ni , I -Aril a, • • \ CORNER .. �' 1/2" iii�///��//i��j ��'- � � ORECONlists BAD,TYP. C :..� � ' xfr /� � 1 OF O��©AXIS DESIGN GROUP _i pi pi il p-. H �\ , .... .._......._ ...___...- -_. ..-.. -__. ____ THESE DRAWINGS ARE THE PROPERTY OF AXIS (E)WF STEEL CQLUMN DESIGNGROUPANDARENOTTOBE REPRODUCEDIACOUSTIC _ 1 I . --,=-,,,I ..... _ _......... ....... ' , APPROVALOFAXIS DESIGNIGROUPPRIORWRITTEN.,.. INSUL BATT .............FRAMING AI IDED I q l _l_QII ____: ,N Ia ipip . m 1 I BUILT-UP POST,� ( w Q ii 41144 .. ---_,- SEEDTAIL6/A-553 / /I... CV 5/8"GYP BD. 1 . _..._ _..„ _ is,,I` I AXIS 1 . , - BACKER ROD& SEALANT,EA.SIDE TYP. amisaing �� DESIGNGROUP 1 ilk�II,.-. I ' 1rMAA, EG. 1 PORTLAND,OR 972 6ET I IV P1 : T:503.284.0988 WINDOW JAMB AT WALL @ BE OLND U-LAM:::1N F1 © D ROT (E) M . 10 WALU COLUMN DETAIL �� 0 3 1 O 2" 2" DESIGN•BUILD•MAINTAIN /I/1"/ 13625 S.W.FARMINGTON RD BEAVERTON,OR 97005 7:503.718.7934 pp . �C , F:503.718.7935 c aI .F Ca ACOUSTIC SALANT„ � 1-METALTYPICAL ! ,ra. —IIII�� i rdl DEFLECTION TRACK. Ism1ha` f� IIII (2)#10 SCREWS @ 24"O.C.TYP. II 1/4" ■ II', i` �� Il 20 GA METAL TRACK J-METAL TRIM TYP. I I 1 GYPSUM BOARD 1,4011SEE D UP HEADER. 55BACKER ROD& SEE DETAIL 6/A-553 UTSEYPLANT EA.SIDE, 1 Z WINDOW MULLINON @ STORE FRONT I� ,I > W (E)TS 6X6 COLUMN O METAL STUD, 4/441/1 CONTINUOUS BLOCKINGUCwWALL FRAMING PLAN @STEEL 3" = 1'-O" SEE WALL TYPESGCOLUMN. FOR CONSTURCTION 6 W Q m 0 1 1/2" = 1'-O" I'Oil, J-METAL EDGE.TYPICAL. p > 'LNlialigiHO lia[Ifni �_.L i. DIM POINT CC lJ ll 9 Z G tm tm ecd Q 0 1111 ALUMINUM ~ I� \ p H p STOREFRONT SYSTEM. u -41;. BACKER ROD& ~ Z m �� SEE ELEVATION SEALANT,EA.SIDE TYP. w 0 �� ALUMINUM 1^ BACKER ROD& I STOREFRONT SYSTEM Z LLI SV SEALANT,EA.SIDE TYP. W __ F.O.WF - I m iftS STEEL COLUMNI __ __ - WINDOW HEAD @STOREFRONT 4. — re w . 1�1� —Z� N O 3" = 1'-0" • —.__ D d 1 az., FOR FLOORING ``` - C, r'_L`� c�� N. FINISH SEE 1 \ wart_ r �_M___ ROOM FINISH ALUMINUM STOREFRONT SCHEDULE SYSTEM.SEE ELEVATION I (E)EXTERIOR WALL I I (E)CONCRETE ASSEMBLY (E)TS 6X6 COLUMN FLOOR BACKER ROD& (E)WF a -n-IIIII -:'S T' / SEALANT,EA.SIDE TYP- STEEL COLUMN III\� NREVISIONS ABOVE 7-1 - I a NO • DESCRIPTION DATE WALL FRAMING PLAN @ STEEL WINDOW JAMB AT STEEL COLUMN @ ® COLUMN 4 STOREFRONT 1 1/2" = 1'-0" 3" = 1'-0" aEi �I O WINDOW SILL @ STOREFRONT 3" = 1'-0" 3 a r[ ITT2"F1 z z z z r s , s EXISTING GLULAMJ/� 1-1 Py A553 12 �SIMPSON'SCW5.5' ;:� rw c >, �'s,_t > •G t a x �c a i.-,t�1 t� x., c :� -�,r� > ;c' �t.� ta' DEFLECTION #10 SCREWS @ 12"O.C., u (4)PLACES DRAWN BY:AE STOP TRACKS SHORT ti/� CLIP EACH SIDE WITH (2)#14 (2)8005162-54 CHECKED BY:SEE u OF DEFLECTION CLIPS �r f SHOULDERED SCREWS INTO z STUD AND (4)#12 WOOD 400T150-33 EACH SIDE - - - - • SCREWS INTO GLULAM oEXISTING COLUMN _ _ JOB NO: 16049 BUILT-UP POST SECTION > BUILT-UP HEADER w BUILT-UP POST - m O DATE: 01/18/17 CA Tr NOTE: m lanaig 0 ATEBUILT-UP POSTS AND HEADERS. DO NOT SPLICE FULL-LENGTH MEMBERS ONLY -.1 ISSUED FOR:PERMIT Ian to o co* tJ o A-553 T4EV© w to Ci SHEET TITLE #10 SCREWS @ 12"O-C., A553 Zn m INTERIOR WALL DETAILS v L4X4X16GA X 0'-5"WITH (4) L4X4X16GA X 0'-5"WITH(4) (4) PLACES N. OF c #10 SCREWS INTO HEADER #10 SCREWS EACH LEG,TYPICAL (2)8005162-54 v AND(4)0.145"DIA PAFS INTO ABOVE AND BELOW HEADER 2 COLUMN,TYPICAL ABOVE Tei AND BELOW HEADER STOP TRACKS SHORTT A-553 T T T T :T 4007200-97 TOP AND BOTTOM OF WALL BOTTOM TRACK ,\A- 1/2" DIA x 3" EMBED SIMPSON BUILT-UP HEADER II - cf TITEN HD SCREW ANCHOR DA i \ \ \ SHEET NO. N (3)#10 SCREWS AT EACH EXISTING SLAB STUD INTO WAL BOTTOM -f KAWNEER TRIFAB 11400 TRACK _ EQ EQ EQ EQ EQ - SILVER ANODIZED ALUMINUM o / / / / / / STOREFRONT WITH 1/4" A -5 5 3 th CENTER GLAZED SYSTEM u7 g OINTERIOR STOREFRONT HEADER 3/4" = 1'-O" O WINDOW ELEVATION A STORE FRONT 1/4" = 1,-0" M .42m N N • • I.• rno l ON Jy I,OREGON OF 0 ©AXIS DESIGN GROUP THESE DRAWINGS ARE THE PROPERTY OF AXIS DESIGN GROUP AND ARE NOT TO BE REPRODUCED IN ANY MANNER EXCEPT WITH THE PRIOR WRITTEN 1 \ \ APPROVAL OF AXIS DESIGN GROUP. VI r CO if, PORTABLE FIRE v M EXTINGUISHER(FE)W/ `Q ¢ 4 O z I% )( IS WALL MOUNTING BRACKET M H 0 m W —I C6 g DESIGNGROUP ARCHITECTURE&ENGINEERING,INC. TYPICAL FIRE EXTINGUISHER 111045.E.STARK STREET ® MOUNTING HEIGHT PORTLAND,OR 97216 1/7 = 1 -�„ T:503.284.0988 F:503.546.9276 Lcff Q DESIGN•BUILD•MAINTAIN 13625 S.W.FARMINGTON RD BEAVERTON,OR 97005 T:503.718.7934 F:503.718.7935 PULL SIDE 18"MIN CLEAR I I 6„ 12"MIN / U.O.N. d CLEAR x PUSH SIDE W J O TYPICAL INTERIOR DOOR CLEARANCES � Z 1/4 — 1 -0 ujU ct > O W Q N W N r O O c i O a O 0 0 — tna H • Z "°0.' H 0 DIM POINT 2" > Z rio Q W to 6 w rh' ii cc WiAillr_______ -___ DOOR AND FRAME. METAL STUD FRAMING SEE SCHEDULE REVISIONS INTERIOR DOOR JAMB (HEAD SIM) NO 2 3" = 1,-0" . DESCRIPTION DATE ai v -c C la0 / 15/1 6VARIES1 15/16" Co oS DOOR AND FRAME. SEE El FINISH SCHEDULE DRAWN BY:AE SCHEDULE FLOORING,SEE U w CHECKED BY:SEEZ FLOORING. SEE c FINISHO JOB NO: 16049 o SCHEDULE av 2 CU m III IIII511/4 DATE: Ol/18/17 v an i Q ISSUED FOR:PERMIT SEE FLOOR FINIS o PLAN FORTRANSITION Ha 4 CENTER UNDER DOOR D SHEET TITLE w ROOM FINISH SCHEDULE,DOOR o (E)CONC.- — A SCHEDULE,INTERIOR DETAILS w FLOOR c 'a- tri) INTERIOR DOOR THRESHOLD - 1 3" = 1-0" SHEET NO. ITN d N ni cL A-611 tn X 5