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Plans (16) 1 I 2 I 3 I 4 I 5 DRAWING INDEX MGA GENERAL MYHRE GROUP ARCHITECTS '+ CS COVER SHEET wz zw woo sm zxzwo.. v ns °_1 - -i `" r GO 10 GENERAL NOTES,SYMBOLS&ABBREVIATIONS „�.. G0.30 CODE SUMMARY,FIRE&LIFE SAFETY PLANS GO 40 ASSEMBLY TYPES G AR c, ACCESSIBLE SITE/PUBLIC SPACE DETAILS `Sy DO., '• 4. GO 51 ACCESSIBLE SITE/PUBLIC SPACE DETAILS N�j f� V RAYMOND R. Cn ARCHITECTURAL W Y 4 EY n Al 10 ARCHITECTURAL SITE PLAN 'Z i D A2 10 FIRST FLOOR PLAN /,; k;II II; A2.20 SECOND FLOOR PLAN A2 50 ROOF PLAN A4 10 FIRST FLOOR REFLECTED CEILING PLAN 9OF 00c- A5.10 ENLARGED FLOOR PLANS liIlA7 10 EXTERIO ELEVATIONS x A9.10 NTERIOR ELEVATIONS&BUILDING SECTION Oft�� A10.10 STAIR PLANS AND SECTIONS ././,,,,,,,,,/,,,c,, _ Al2.10 DOOR&WINDOW TYPES&DETAILS&SCHEDULES yt 4'•: a- '' �� .�.e .°°nwu o,umxE wwa.wa�,cc.s 111111111111111 111111111 ? � 0111 IIIA . 1111111111 VA A . rim RECEIVED :'°:: i ji E* r tt APR 19 2016 or , s: .4 . CITY OF TIGARD r 1 "� BUILDING- DIVISION PERMIT ' REVIEW SET CITY OF TIGARD D REVIEWED FOR CODE COMPLIANCE, Approval' [-'�/ OTC: tel t Penult It : 6— 1 ,. CONCEPTUAL RENDERING 7� , 70,l �� JAPANESE INTERNATIONAL BAPTIST CHURCH Suite JAPANESE INTERNATIONAL BAPTIST CHURCH ErD t`f IL �� 8500 SW SPRUCE ST. TIGARD,OR 97223 8500 SW SPRUCE ST, TIGARD OR 97223 OFFICE COPY CITY OF TIGARD El - JURISDICTION: CITY OF TIGARD Approved b Planning :x_ �; Date: `� / I01 f( Initials: VV`0 REV DATE FILE N VICINITY MAP N.T.S. O PROPERTY DESCRIPTION'. CONTACTS OWNER CONSULTANTS TAX LOT NO 1S123DB LOT 3700 ZONING R-12/R-25 CHURCH GENERAL CONTRACTOR CIVIL ENGINEER LANDSCAPE DESIGN Sw Taylors Ferry Rd JAPANESE INTERNATIONAL ESI CONSTRUCTION CES NW,INC ANDERSON ASSOCIATES ''‘4N , Z,,,, BAPTIST CHURCH 8 SUPPLY 13190 SW 68TH PARKWAY, 8500 SW SPRUCE ST 10875 SW HERMAN RD SUITE 150 2860 SE ASH ST / TIGARD OR 97223 TUALATIN,OR 97062 TIGARD,OR 97223 PORTLAND,OR 97214 /J J yy�� P'.503 246 4680 P'.503.968.3118 P:503.968.6655 P:503 318 0549 �// F'. F'.503.968 6639 F'.503 968 2595 F /J PIC RY CONTACT CONTACT. CONTACT CONTACT. KENJI YOKOY ROGER BROCKWAY TONY ELLER DAVE ANDERSON PM'. MN W g kenyokoy@gmail.com roger@eslgccom tweller@cesnwcorn dave@andersonassoc-la.net JC Vg/ A. ` DRAWN BY'.CR A \ swoax St 'C / / DEFERRED SUBMITTALS. UNDER SEPARATE COVER DESIGN-BUILD SUBMITTALS. JOB NO'. 140360 �`� PROJECT P��'�J __ ;i' DATE. 4/08/2015 ARCHITECT STRUCTURAL ENGINEER LOCATION , t. 1 i ' NONE 1. MECHANICAL SYSTEMS. MYHRE GROUP ARCHITECTS LEWIS AND VAN VLEET INC. t1111 Nis_ `I,, 2. ELECTRICAL WORK. 620 SW 5TH AVENUE r SUITE 500 16660 SW BOONES FERRY RD 4yy i f ��, 3. PLUMBING. PORTLAND 0 97204 TUALATIN 6097062 P'. 6000503.236. P:503 885 8605 J_ 4.METAL BUILDING STRUCTURE AND ENCLOSURE. F1 503 236 7500 F.503 885 1206 CS 9 711100. CONTACT_ CONTACT RAY YANCEY GARY LEWIS �` RayY@myhregroup corn gJIewrn /W corn COVER SHEET l FtdIGA GENERAL PROJECT NOTES: ARCHITECTURAL ABBREVIATIONS:* ARCHITECTURAL GRAPHIC SYMBOLS: •NOTES'. 12 IN NOT ALL ABBREVIATIONS MAY USED. NOTE:NOT ALL SYMBOLS SHOWN MAY BE USED 2. A. BASIC DEFINITIONS INCLUDE: T. PROVIDE VENTING FOR ALL CONCEALED SPACES PER BUILDING CODE ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER. MYHRE GROUP ARCHITECTS 'APPROVED WHEN USED TO CONVEY ARCHITECT'S ACTION ON U. CONTRACTOR SHALL PROTECT ALL EXTERIOR EXPOSED WORK BEING oaTno o z s sw..'gym�msrma , CONTRACTORS SUBMITTALS,APPLICATIONS AND REQUESTS,"APPROVED'IS INSTALLED IN WEATHER TIGHT MANNER. AB ANCHOR BOLT CC NTERNATIONAL CODE COUNCIL ° LIMITED TO ARCHITECT'S DUTIES AND RESPONSIBILITIES AS STATED IN THE ACT ACOUSTICAL CEILING TILE D NSIDE DIAMETER Sr IDENTIFICATION O NUMBER CELL rm�e am V. PROVIDE WEATHER BARRIER MATERIALS AS REQUIRED FOR WATERTIGHT ADA AMERICANS WITH DISABILITY ACT N NCH D CONDITIONS OF THE CONTRACTdd nn CONSTRUCTION.PROVIDE TEMPORARY COVER AS NECESSARY TO PREVENT NCL NCLUDE)D)or(INC) I———% `v' `+t[^lam (ACCESSIBILITY) NSUL NSULATE(D)or INSULATION 1 II S�" `�Jr 'DIRECTED A COMMAND OR INSTRUCTION BY ARCHITECT.OTHER TERMS WATER INFILTRATION INTO THE BUILDING INTERIOR OR WIND DAMAGE DURING AHU AIR HANDLING UNIT ' CELL INCLUDING"REQUESTED""AUTHORIZED""SELECTED,""REQUIRED,'AND CONSTRUCTION. NT NTERIOR or INTERSECTION � m I 1 U/ RAYMOND R. `1' 'PERMITTED'HAVE THE SAME MEANING AS"DIRECTED." AL ALUMINUM 44 Co' W. ABOVE FINISH FLOOR SUBSTRATE(A.F F S)REFERS TO TOP OF FLOOR L LIGHT FIXTURE y EY "DRAWINGS DRAWINGS ARE THE GRAPHIC AND PICTORIAL PORTIONS OF SHEATHING OR CONCRETE SLAB.A.F.F.S.DOES NOT REFER TO TOP OF LAV LAVATORY(SINK) I I �. Z BLDG BUILDING SHEET \ THE CONTRACT DOCUMENTS SHOWING THE DESIGN,LOCATION AND CEMENTITIOUS TOPPING SLAB(E.G.,GYPCRETE). • BLKG •BLOCKING LIN LINOLEUM 55555— 4 ; D DIMENSIONS OF THE WORK,GENERALLY INCLUDING PLANS,ELEVATIONS, BO BOTTOM OF �r•_� SECTIONS,DETAILSLETTER SHEET ,SCHEDULES AND DIAGRAMS V BRG BEARING M1/M2 MIRROR '9 "FURNISH SUPPLY AND DELIVER TO PROJECT SITE,READY FOR MAX MAXIMUM OF(A - UNLOADING uNPACKINc,ASSEMBLY INSTALLATION AND SIMILAR CABINET MECH MECHANICAL REFERENCE GRID LINES BUILDING SECTION DETAIL REFERENCE BUBBLE OPERATIONS CL CENTER LINE MEP MECHANICAL/ELECTRICAUPLUMBING MFR MANUFACTURER .m. o,.0 REC E C "INDICATED REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS CF CUBIC FEETMIN MINIMUM 1 CELL CELL OR IN WRITTEN FORM ON DRAWINGS,IN SPECIFICATIONS,AND IN OTHER CFCI CONTRACTOR FURNISHED,CONTRACTOR u.o c ♦ CELL 5=5�aa,r,Rc,e<a Rc o To BE ee°Rowan�..w....... CONTRACT DOCUMENTS.OTHER TERMS INCLUDING"SHOWN;"'NOTED," INSTALLED MIR MIRRORED DRAWING ELEMENTMb /� /9� EXCEPT a""" TIE PRIOR waR"X i � /J� .o°Ro..L o. ,E GPO,.°caTECT, "SCHEDULED,'AND"SPECIFIED'HAVE THE SAME MEANING AS"INDICATED." CFOI CONTRACTOR FURNISHED.OWNER INSTALLED MO MASONRY OPENING 4 � 2 Tr F1 CORNER GUARD MTD MOUNTED "INSTALL OPERATIONS AT PROJECT SITE INCLUDING UNLOADING, CJ CONTROL JOINT MTL METAL 3 SHEET SHEET SHEET TEMPORARILY STORING,UNPACKING,ASSEMBLING,ERECTING,PLACING, ANCHORING,APPLYING,WORKING TO DIMENSION.FINISHING,CURING, CLR CLEAR INTERIOR ELEVATION TAG PARTIAL SECTION DETAIL REFERENCE TAG PROTECTING,CLEANING,AND SIMILAR OPERATIONS. CMU CONCRETE MASONRY UNIT ND SANITARY NAPKIN DISPOSAL _ COL COLUMN NIC NOT IN CONTRACT "PROJECT PROJECT IS THE TOTAL CONSTRUCTION OF WHICH THE WORK CONC CONCRETE No NUMBER PERFORMED UNDER THE CONTRACT DOCUMENTS MAY BE THE WHOLE OR A NOM NOMINAL CELL CONT CONTINUOUS PART AND WHICH MAY INCLUDE CONSTRUCTION BY THE OWNER AND BY NTS NOT TO SCALE Ala A m 0� SEPARATE CONTRACTORS. CPT CARPET NUMBER OC ON CENTER IvAFF "PROJECT SITE SPACE AVAILABLE FOR PERFORMING CONSTRUCTION o PENNY OFCI OWNER FURNISHED,CONTRACTOR SHEET ACTIVITIES.THE EXTENT OF PROJECT SITE IS SHOWN ON DRAWINGS AND DBL DOUBLE INSTALLED MAY OR MAY NOT BE IDENTICAL WITH THE DESCRIPTION OF THE LAND ON DF DRINKING FOUNTAIN OFOI OWNER FURNISHED,OWNER INSTALLED WHICH PROJECT IS TO BE BUILT. OPP OPPOSITE EXTERIOR ELEVATION TAG CEILING HEIGHT TAG WALL ASSEMBLY TAG DIA DIAMETER (REFERENCED FROM LEVEL BELOW) "PROVIDE FURNISH AND INSTALL,COMPLETE AND READY FOR THE DN DOWN OF OVERFLOW INTENDED USE. DS DOWNSPOUT PERMIT DW DISHWASHER P PAINT REVIEW SET ISSUEDREGULATIONSH. LAWE,ORDINANCESSTATUTESAND R LES LAWFULORDERS DWG DRAWING PL PLASTIC LAMINATE ISSUED BY AUTHORITIES HAVING JURISDICTION,AND RULES,CONVENTIONS, ROOM_ROOM NAME I AND AGREEMENTS WITHIN THE CONSTRUCTION INDUSTRY THAT CONTROL PSI POUNDS PER SQUARE INCH ROOM NUMBER NAME C PERFORMANCE OF THE WORK. (E) EXISTING PT PRESSURE TREATED DOOR LETTER 1000 f ROOM NUMBER FC011 EA EACH PP PRE PRIMED "SPECIFICATIONS".SPECIFICATIONS ARE THAT PORTION OF THE CONTRACT EJ EXPANSION JOINT DOCUMENTS CONSISTING OF THE WRITTEN REQUIREMENTS FOR ELEC ELECTRICAL RB RUBBER BASE DOOR TAG ROOM TAG FLOOR/CEILING/ROOF MATERIALS,EQUIPMENT,SYSTEMS,STANDARDS AND WORKMANSHIP FOR THE WORK,AND PERFORMANCE OF RELATED SERVICES. EQ EQUAL RCP REFLECTED CEILING PLAN ASSEMBLY TAG EXIST EXISTING REF REFRIGERATOR "WORK".WORK MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY EXT EXTERIOR REINF REINFORCED THE CONTRACT DOCUMENTS,WHETHER COMPLETED OR PARTIALLYREAD REQUIRED ELEVATION ELEVATION COMPLETED,AND INCLUDES ALL OTHER LABOR,MATERIALS,EQUIPMENT 100•-0^f DATUM 0.-0„�DATUM AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FD FLOOR DRAIN RF RESILIENT FLOORING --��` NUMBER RO ROUGH OPENING T.O.PARAPET FULFILL THE CONTRACTOR'S OBLIGATIONS.THE WORK MAY CONSTITUTE FDN FOUNDATION __LOCATION LOCATION THE WHOLE OR A PART OF THE PROJECT. FE FIRE EXTINGUISHER B. UNLESS OTHERWISE NOTED,ALL MATERIAL AND DESIGN SPECIFICATIONS FEC FIRE EXTINGUISHER CABINET SC SEAT COVER DISPENSER JAPANESE INTERNATIONAL CITED HEREIN SHALL CONFORM TO THE MOST RECENT BUILDING CODE. FF FINISHED FLOOR SG SAFETY GLASS DATUM TAG SPOT ELEVATION TAG DATUM TARGET BAPTIST CHURCH FIN FINISH SD SOAP DISPENSER TRANSITION LINE — C. THESE ARCHITECTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT FLR FLOOR SIM SIMILAR SPECIFICATIONS.ANY DISCREPANCY FOUND AMONG THE DRAWINGS, FOC FACE OF CONCRETE SQ SQUARE FINISH SCHEDULE SPECIFICATIONS,THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REFERENCE FOM FACE OF MASONRY SS STAINLESS STEEL REPORTED INA TIMELY MANNER AND IN WRITING TO THE ARCHITECT WHONUMBER NUMBER EEO MEM SHALL CLARIFY ANY DISCREPANCY IN WRITING.ANY WORK DONE BY THE FOS FACE OF STUD STD STANDARD 8500 SW SPRUCE ST. CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT FTG FOOTING STL STEEL 0 LOETTER TIGARD,OR 97223 THE CONTRACTOR'S RISK. FJ FINGER JOINTED WINDOW/RECITE TAG KEYNOTE TAG FLOORING TRANSITION TAG D. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN FV FIELD VERIFY Tae TOP AND BOTTOM ON DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. TD TOWEL DISPENSER GA GAUGE TP TOILET PAPER DISPENSER E. THE ARCHITECTURAL DRAWINGS REPRESENT THE COMPLETED DESIGN AND TS TUBE STEEL GALV GALVANIZED NUMBER NUMBER ARE NOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. TVP TYPICAL THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, GB1 GRAB BAR-36" METHODS,TECHNIQUES,SEQUENCING,AND SAFETY REQUIRED FOR THIS GB2 GRAB BAR-42" T.O.P. TOP OF PLATE A V PROJECT. GD GRID 00 B GLU-LAM GLU-LAMINATED UON UNLESS OTHERWISE NOTED REVISION TAG JURISDICTIONAL REVIEW " F. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAMEa05.4� TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO GYP GYPSUM REVISION TAG 13 UP" ;' REVIEW BY THE ARCHITECT. VCT VINYL COMPOSITION TILE G' <e I He HOLLOW CORE VERT VERTICAL ARCHITECTURAL MATERIALS SYMBOLS: G. ALL PRODUCTS AND MATERIALS BEING PROVIDED BY THE CONTRACTOR SHALL HD HAND DRYER VIF VERIFY IN FIELD BE APPLIED,PLACED,ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH HM HOLLOW METAL THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. HT HEIGHT WC WATER CLOSET H. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL HORIZ HORIZONTAL DESIGN ELEMENTSSPECIFICALLY TO ONE SHEETOR SPECIFICALLY TO ONE WD WOOD BASE HATCH DESCRIPTION `HATCH DESCRIPTION WRB WATER RESISTANT BARRIER CONCRETE ` -.1 MASONRY,CONCRETE MASONRY UNIT , , l OR MORE DESIGN ELEMENTS.THE NOTES ARE NOT MERE GUIDELINES,THEY --.L — -- ARE PART AND PARCEL OF THE DESIGN.ANY WORK THAT IS PERFORMED THATL•5- y, -^ REV DATE FILE IS NOT IN COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE L 'a: GRAVEL - PLYWOOD DESIGN AND IS SUBJECT TO REJECTION.ANY ALTERATION,MODIFICATION, DELETION,OR ADDITION TO THE NOTES BY WRITING,ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT H - - GYPSUM WALL BOARD 1SOIL — AND APPROVAL OF THE ARCHITECT. - J. DRAWINGS AND DETAILS ARE MEANT TO INDICATE GENERAL DESIGN INTENT .._, INSULATION,BATT _ - STEEL AND SHOW ASSEMBLIES OF STRUCTURAL AND NON-STRUCTURAL MEMBERS, t SIZES,SHAPES,CONNECTIONS,ETC COORDINATE WITH OTHER CONTRACT I{. -t• INSULATION,RIGID I I WOOD DOCUMENTS FOR COMPLETE SYSTEMS AND ASSEMBLY INFORMATION.ANY "`- ITEMS NOT SHOWN,BUT NECESSARY FOR A COMPLETE AND FINISHED L -"-- - - PRODUCT ARE TO BE CONSIDERED PART OF EACH DETAIL AND SHALL BE ', LUMBER,FINISHED ITEM TO BE DEMOLISHED INCLUDED IN THE CONSTRUCTION TO MEET INDUSTRY STANDARDS. r,_-- MASONRY(IN ELEVATION) swam ELEMENT-NEW CONSTRUCTION PIC'. RY K. DO NOT NOTCH OR DRILL JOISTS,BEAMS,OR LOAD BEARING STUDS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER 71 MASONRY,BRICK VENEER ELEMENT EXISTING TO REMAIN PM'. MN 11 L. ALL DIMENSIONS ARE TO FACE OF STUD,UNLESS OTHERWISE NOTED. JC: M. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE.DO NOT SCALE DRAWINGS. DRAWN BY CR A N. PROVIDE BLOCKING,BACKING,FRAMING WITHIN ALL WALLS HAVING ARCHITECTURAL LINE TYPE SYMBOL LEGEND: JOB NO. 140360 WALL-MOUNTED FIXTURES,ACCESSORIES,FURNISHINGS AND EQUIPMENT. DATE. 4/08/2015 P. THE TOP OF SLAB DESIGNATION CORRESPONDS TO THE TOP OF CONCRETE n .. SLAB AND DOES NOT ACCOUNT FOR THE THICKNESS OF THE FINISHED FLOOR MATERIAL __________V\V ,/ -- BREAK LINE . V G0.10 Q. ALL METAL FLASHING EDGES SHALL BE HEMMED,UNLESS NOTED OTHERWISE. CENTER LINE/GRID LINE R. PROVIDE STAINLESS STEEL METAL FLASHING AT ALL EXTERIOR ASSEMBLY TRANSITION LOCATIONS WHERE FLASHING WILL COME INTO CONTACT WITH CONCRETE. DETAIL OR ENLARGED GENERAL NOTES, S. PROVIDE SEPARATION BETWEEN DISSIMILAR METALS. —— —— —— —— PROPERTY LINE SYMBOLS ABBREVIATIONS I 1 11 r 1 _ 2 i 3 4 1 5 • PROJECT DATA MEANS OF EGRESS-REFERENCE FIRE&LIFE SAFETY PLAN FOR ADDITIONAL INFORMATION-CONTINUED FIRE&LIFE SAFETY NOTES LEGEND MGA PROJECT NAME: JIBC MULTIPURPOSE BUILDING A. CONFIGURE FIRE DETECTION,INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS IN ACCORDANCE ` PROVIDE ILLUMINATION LEVEL NOT L ESS THAN 1 M V HRE GROUP ARCHITECTS ADDRESS: 8500 SW SPRUCE ST,TGARD.OREGON 0223 scoPE 1008.2 FOOT-CANDLE AT THE WALKING SURFACE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE WITH THE GOVERNING i 0 Ng 0•o• 1-HOUR RATED FIRE PARTITION ROOM OCCUPANT LOAD: EDITIONS OF ADA,ANSI AND THE BUILDING CODE.THE EQUIPMENT FURNISHED SHALL BE COMPATIBLE •Goo ow 4mne..M,�,A ,"°^,='4 Onom°10' m„ • ROGATION: CITY OF TIGARD,OREGONIN THE EVENT OF POWER SUPPLY FAILURE,AN EMERGENCY AND BE UL LISTED,FM APPROVED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY IN =0 o!•o o- 2-HOUR RATED FIRE PARTITION ROOM l�ROOM NAME ... u DESCRIPTIONTWO STORY MULTI-PURPOSE&CLASSROOM RELIGIOUS ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS -ROOM NUMBER OF THE FOLLOWING AREAS:CORRIDORS,EXIT ENCLOSURES. <,� An CHAPTER 3:USE AND EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR B. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS OF THE f�� DIRECTIONAL PATH OF EGRESS RM : 1 �-OCCUPANCY CLASSIFICATION N'D`+J[^ OCCUPANCY SECTION 303'ASSEMBLY GROUP A3,SECTION 305 GROUP E 1006.3 LEVELS OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS MOST RESTRICTIVE PREVAILING BUILDING CODE(GOVERNING EDITION)FOR SMOKE DENSITY AND OCC: 132. 3 C� CLASSIFICATION ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE2OR AREA: 861 SF ROOM AREA .�S � MORE EXITS.EMERGENCY POWER SHALL BE OF DURATION FLAME SPREAD. OCCUPANT LOAD AND DISCHARGE FACT: 200 RAYMOND R. ,1 FIRST FLOOR AREA: 8,589 GS^ a pqy piss OCCUPANCY LOAD FACTOR U NO LESS THAN W MINUTES.CONSISTING OF EITHER STORAGE DIRECTION INDICATOR LC) Y EY r7 BATTERIES.UNIT EQUIPMENT OR AN ON-SITE GENERATOR. C. PROVIDE EMERGENCY EXIT ILLUMINATION AND SIGNAGE AS REQUIRED BY PREVAILING LOCAL OCCUPANT LOAD SECOND FLOOR AREA: 2,995 GSF(FUTURE) �•• ,2 '-3 JURISDICTION.BUILDING CODE,NFDA,OR NFPA(CURRENT EDITION). FIRE EXTINGUISHER CABINET:FINAL TOTAL BUILDING AREA. 9,581 SF e PROVIDE LIGHTING ARRANGEMENT SUCH THAT AT LEAST AN / AVERAGE OF1FOOT-CANDLE AND MINIMUM AT ANY POINT iFEC LOCATIONS PER LOCAL FIRE MARSHAL I�` D DESIGN CRITERIA: CO OF 0.1 FOOTCANDLE MEASURED ALONG THE PATH OF D. PROVIDE EMERGENCY EGRESS LIGHTING WHERE REQUIRED TO MAINTAIN CODE SPECIFIED DIRECTION OCCUPANT LOAD AT EXIT DOOR: '4� ' 'S,9' IFA EGRESS AT FLOOR LEVEL IS INITIALLY PROVIDED.LEVELS ILLUMINATION. 1a0e.4 ARE PERMITTED TO N TO 0 6 FOOT-CANDLE AE ATHE E. REFER TO 00.40 SERIES FOR SPECIFIC WALL,FLOOR AND ROOF ASSEMBLY TYPES RELATING TO FIRE ® EXIT SIGN ....--- MID OCCUPANT LOAD AT DOOR 9 OF OR�Ga A MINIMUM AT ANY POINT OF 0 OB FOOT-CANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION.A RATINGS. 64 DOOR XX EXIT NAME OR DOOR NUMBER 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 1/2 OF 128-CORRIDOR 2014 OREGON MECHANICAL SPECIALTY CODE(GMSC) 40 TO 1 SHALL NOT BE EXCEEDED. SOURCE FOR LOAD 2011 OREGON PLUMBING SPECIALTY CODE(OPEC) F. REFER TO FLOOR PLANS FOR SPECIFIC DIMENSIONS AND CLEARANCES. 1B'o32 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEE3C) PH PANIC HARDWARE GROUP A AND E OCCUPANCIES WITHRATED OR LOAD O \ OCCUPANT LOAD CALCULATION 1018.1 GREATER THAN 30 REQUIRE 1-HOUR RATED CORRIDORS IN G. PROVIDE EGRESS ILLUMINATION PER IBC SECTION 1006.EGRESS ILLUMINATION TO BE ON BACKUP BUILDINGS WITHOUT A SPRINKLER SYSTEM. POWER AT ALL AREAS WHERE TWO EXITS ARE REQUIRED.GENERAL POWER SUPPLY FOR THE MEANS EGRESS CLEAR WIDTH PROVIDED +w a +���* OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES'ELECTRICAL SUPPLY.THE LIGHTING SEE ELECTRICAL DRAWINGS FOR EGRESS AND EMERGENCY SIGNAGE-"THESE DOORS TO REMAIN EBT LLUMNATION INFORMATION. LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL REQUIRED IN,BUT I • I UNLOCKED DURING BUSINESS HOURS" EGRESS CLEAR WIDTH REQUIRED • NOT LIMITED TO,LANDINGS AT EXTERIOR EXIT DOORS. BUILDING DATA,NO BASEMENT ACCESSIBILITY H. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY,EXIT PASSAGEWAY, 2 STORY,OCCUPANCY GROUP A3 GYMNASIUM GROUP E CLASSROOMS AND EXIT DISCHARGE AS REQUIRED BY CODE(IBC SECTION 1011.3). OCCUPANCY SECTION 303 A3 SITES.BUILDINGS,STRUCTURES,FACILITIES,ELEMENTS a SCOPE 1103.1 SPACES SHALL BE ACCESSIBLE TO PERSONS WITH PHYSICAL CONSTRUCTION CHAPTER6 TYPE II B AUTOMATIC SPRINKLERS NOT DISABILITIES.SEE EXEMPT AREAS BELOW. REQUIRED PER SECTOR 903 NON-OCCUPIABLE SPACES ACCESSED ONLY BY LADDERS, FIRE AREA 1 FIRE AREA 2 SPRINKLERS CHAPTER 9 NONE 1103.2.8 CATWALKS,CRAWL SPACES.FREIGHT ELEVATORS OR VERY --- NARROW PASSAGEWAYS ME NOT REQUIRED TO BE • ALLOWABLE HEIGHT TABLE 503 2 STORY(4001 ACCESSIBLE. SPACES FREQUENTED ONLY BY PERSONNEL FOR --- - -- - _ -_--- BUILDING ©�'II'll'II�'I'll'I ACTUAL HEIGHT BUILDING HEIGHT:2 STORY 128'0") MAINTENANCE,REPAIR OR MONITORING OF EQUIPMENT ARE DATA CLASSROOM 4 rD EXEMPT AREAS NOT REQUIRED TO BE ACCESSIBLE.SUCH SPACES INCLUDE, •• RM N: 202 BASIC ALLOWABLE AREA TABLE 503 9,500 eq 11 BUT ARE NOT LIMITED TO,ELEVATOR PITS,ELEVATOR • RESTROOM OCC: E -"- 1103.2.9 PENTHOUSES,MECHANICAL,ELECTRICAL OF2 • FRONTAGE INCREASE 508 [3617381-.25128/30=7.9500=8.850 eq R RM': 204 AREA: 340 SF COMMUNICATIONS EQUIPMENT ROOMS.PIPING OR OCC Lp$ TOTAL ALLOWABLE AREA 16,150 W 8 EQUIPMENT CATWALKS.WATER OR SEWAGE TREATMENT I AREA A43�SF , LOAD: 207 RM#513003 5 PUMP ROOMS AND STATIONS.ELECTRIC SUBSTATIONS AND FACT_ - OCC: E PERMIT TRANSFORMER VAULTS LOAD: :III_ AREA 370SF FACT: 20 IN PRIVATE BUILDINGS OR FACILITIES THAT ARE LESS THAN - - ® I /. ;„ REVIEW SET ZONING DATA - ••M ! LOAD: 19 THREE STORIES AND THAT HAVE LESS THAN 3.000 SQUARE \ �I SEE CIVIL DRAWINGS FEET(279 M')PER STORY.AN ACCESSIBLE ROUTE SHALL NOT C 206 ' C I •\ / • • C 11014 BE REQUIRED TO CONNECT STORIES PROVIDED THAT THE I. -FA: 435E ���III ' BUILDING OR FACILITY IS NOT A SHOPPING CENTER _ _ Ib EXCEPTION 1 FACT: 11 SHOPPING MALL THE PROFESSIONAL OFFICE OF A HEALTH I \, / _DAD: - I�•B T•� CARE PROVIDER.A TERMINAL.DEPOT OR OTHER STATION CONSTRUCTION TYPE IIB fill l 1 USED FOR SPECIFIED PUBLIC TRANSPORTATION OR AIRPORT MECHANICAL .) CLASSROOM 8 ACCESSIBLE ROUTE PASSENGER TERMINAL. \ / RP_'I••: i : RMI( 205 DESCRIPTION REFERENCE ELEMENT RATING v v',UVW 57 ORRIDO' OCC E `��' OCC. ACC Ill ' 201 AREA: 3863E • STRUCTURAL FRAME(INCL ELEVATORS NEED NOT BE PROVIDED IN BUILDINGS AND 'e I TO AREA 375 SF ' - FACT: 20 COLUMNS,GIRDERS,BEAMS, 0 HR SPACES LISTED IN ORS 147.247(1)(D),WHICH ARE EXEMPT BELOW FA C�: 300 S OAD: 20 TRUSSES AND SPANDRELS) 1101'5 EXEP'TION 2 FROM THE ACCESSIBLE ROUTE PROVISIONS OF SECTION 1101.4. / , _I. BEARING WALLS EXTERIOR 0 HR • RISROOM B BEARING WALLS INTERIOR 0 HR ENTRANCES 1105.1 PUBLIC ENTRIES SHALL BE ACCESSIBLE I \ , OGC. E. GLgg$ROOM 7 AREA. 341 SF.. RM N 09 _ FACT: 20 GENERAL I , OCC: E FIRE-RESISTANCE TABLE 601 NON-BEARING WALLS AND PER TABLE 602(SEE PARKING 1106.2 2%(NOT LESS THAN 1)SHALL BE ACCESSIBLE LOAD: 18 JAPANESE INTERNATIONAL AREA: 370SF BAPTIST CHURCH FACT: 20 RATINGS PARTITIONS EXTERIOR BELOW) \ m LOAD: 19 _ NON-BEARING WALLS AND H PARTITIONS INTERIOR 0 R Y : ACCESSIBLE ROUTE 3UMMM LAS ROOM 9 • �� . ___ FLOOR CONSTRUCTION DESCRIPTION RATIO INCHESIFEET PERCENT DEGREES I j" ' M : 210 - (INCL.BEAMS a JOISTS) 0 MAX.CRTLCC SLOPE AT ANY • OCC_: E • AREA: 367SF 85008W SPRUCE ST. ROOF CONSTRUCTION(INCL LOP ACCESSIBLE ECCE \ FACT: 20lri Il 0 HR MAX.SLOPE AT NEW ACCESSIBLE • BEAMS a JOISTS) 1-50 Y,' 2% 1 14sr LOAD: 19 O TIGARD,OR 97223 PARKING STALLS&AISLES • \ LESS THAN 5 FEET 1 HR MAX.SLOPE AT STAIR LANDINGS I . ! - SSS GENERAL FIRE-RESISTANCE BETWEEN 5 AND<10 FT HMR MAX.SLOPE WITH RAMP6.OR GREATER 120 V.' 5% -_ --- -- RATINGS FOR EXTERIOR TABLE 802 RISE WITHOUT a RAILINGSI I „'WNW. WALLS BASED ON FIRE BETWEEN 10 AND<30 FT 0 HMAX.SLOPE WITH 6'OR LESS R I RISE WITHOUT RAMP&RAILINGS SEPARATION DISTANCE 1:12 V 6.3333% 4.7638' A GREATER THAN OR EQUALMAX.SLOPE FOR ACCESSIBLE 30 FT OIK2 RAMPWITH RAILINGS B3 FIRE&LIFE SAFETY PLAN-SECOND FLOOR(FUTURE PHASE) O GLASS AND GRAZING G0.30 3/32•=1'-0' 4 0000.16 AM.' . INTERIOR WALL a CEILING FINISH REQUIREMENTS BY OCCUPANCY HAZARDOUS LOCATIONS: 10 56 0001315 - nril 5 NONSPRINKLERED(TABLE 803.9) THE FOLLOWING SHALL BE CONSIDERED SPECIFIC 93 DOOR a FIRE AREA 1 FIRE AREA 2 X OF1RH•IDE X OF SCC•O now f= S +'` HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING a"B1D0"°e'OF4,,, a OCCUPANCY EXIT ENCLOSURES AND CORRIDORS ROOMS AND ENCLOSED MATERIALS' 3 O•... �'I „r,� LI _ *-, EXIT PASSAGEWAYS SPACES 1.GLAZING IN SWINGING DOORS EXCEPT JALOUSIES >or.x - 0© _ 0 G� - A-3 A A C 6.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL iar<r ar --- - - - --- ---- --- --- _ . SAFETY GLAZING 2406.4 ! ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE N , E A B C OF THE GLAZING IS WITHINA241NCH(810MM)MCOF • SROOMI �'■`• 5.LLASSGNIERIORFIMSHLATERIALSSHMLLBEPERMRTEDMADM6RSTMTNESPACES. EITHER VERTICAL EDGE OF THE DOOR INACLOSED � MEND IAM 102 8 ® .rltilMill w i.CLASS C INTERIOR RN5H MA161LNS SHILL BE PERMTTIEO IN ROOMS WITH A CAPACITY OF FOUR PERSONS OR LESS. POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE A_® GYMNASIUM - •• OCC: E GLAZING IS LESS THAN 66 INCHES(1524 MM)ABOVE THE M N: 115 -T W: 106 AREA: 351 SF QL3 WALKING SURFACE OCC;_A-0.. OCC: ACC : FACT: 20 A CLASSRO�M2 AREA 2717 SF AREA: 151 SF LOAD: 18 SRAM�R FIRE PROTECTION SYSTEMS GRAZING IN MULTIPURPOSE GYMNASIUMS,BASKETBALL \�. FACT: 15 FACT: • OCC; E GYMNASIUMS AND COURTS AND SIMILAR ATRETIC FACILITIES SUBJECT TO h A , AREA: 370SF Q BASKETBALL 2408,3 LOAD: 182 LOAD: - A REV DATE FILE HUMAN IMPACT LOADS SHALL COMPLY WITH CATEGORY II OF �l WOMENS FACT: 20 3 COURTS `L. v SPRINKLERS NOT FACT 'A O `s]w/ LOAD: 19 m - AUTOMATIC FIRE AMRFAC:GROVUP A3 9W.2.RE 1.3,1.AREA 2,717 SF<12,000SF,2. DUMBING FIXTURE MIXED USE CALCULATIONS SP 18 CFR PART 1201 OR n.S A OF ANSI 297.1 •e -Q •- F • 1 r�' --- A A 08/192015 PLAN REVIEW SPRINKLER 903 OCCUPANT LOAD 182<300,3.FIRE AREA IS ON ONE OCCUPANT LOAD CALCULATED PER TABLE 2802.111 L••J V: -- CORRIDOR _. E I 180 SF Acc SYSTEMS \ `- T••-GE V �j. T'. 107 A occ A FIRE AREA 11:GROUP E.903.2.3.AREA B,BB/SF<12,000SF,2.NO ( OCC.LOAD WATER CLOSET LAVATORIES PER SF • A° \V SFA AREA: 1022 S 1` \, 101 I AREA: 7ACT: 20 LEVEL BELOW EXIT OCCUPANCY TOTAL AREA S.F. FACTOR FIXTURES PER PERSON QTyN FACT: 300 ( LOAD:EQ�(3p0C��.1- PORTABLE FIRE WHERE REQUIRED.DPORTABLE FIRE EXTINGUISHERS SHALL BE CLASSIFICATION XX S.F.PER OCC. PER SEX BIV OCCUPANCY PERSMON BY OCCUPANCY A \g� •M•,: 110• L'/ - 1Si1 '/(1-1��. �oca �'-C A11� EXTINGUISHERS 906.1 PROVIDED IN OCCUPANCIES AND LOCATIONS AS REQUIRED BY 3.313 N.S.F.• 222+2.111 1:125• 1:fi5= 1:200= 1:200• A GCC. A - L J ° _ 1 �FFACT. - PIC: RY THE FIRE CODE. GROUP.6.-.3. \ AREA 91SF FACT: 15 L - 0 15SF. IWC 2WC ILAV ILAX -As e: 7 1:f mizor , IT•R I PM: MN • 8 FIRE ALARM AND a 'Y\ LOBBY - _ Y DETECTION 907 FIRE ALARM AND DETECTION SYSTEMS REQUIRED PER 1,18]N.S.F.= 78+2=38 1:50• 1:30= 1:50= 1:50• d �' \ RM . 111 U 109 r� SECTION 907.2.3. GROUP£ F OCG ACC- JC: e SYSTEMS ^N OGC: A�_- u 20 S.F. 1 WC 1 WC 1 LAV 1 LAV w AREA: 1055E AREA 485E • LQ. t7 FACT: 15 FACT 300 DRAWN BY:CR TOTAL REQUIRED 2 WC 3 WC 2 LAV 2 LAV ^O ' LOAD: 7 •" A MEANS OF EGRESS-REFERENCE FIRE&LIFE SAFETY PLAN FOR ADDITIONAL INFORMATION ® © ' - - --- JOB NO: 140360 an1 WC \ 0 > Ra PROVIDED 1 URINAL= 3 we 2 LAV 3 LAV \ ,i ' DATE: 4/08/2015 m FUNCTION OF SPACE FLOOR AREA IN SQUARE 2 WC A , 1111111 m FEET PER OCCUPANT �II E OCCUPANT LOAD A GYMNASIUM 15 NET \ ® PI,AV AR j OCC. A-3 _UI CLASSROOMS 20 NET ---. __ __- : 40 m ' G0.30 qg MINIMUM REWIRED EGRESS WIDTH.THE TOTAL WIDTH O= /// AREA 3SF OPH _ C R MEANS OF EGRESS IN INCHES SHALL NOT BE LESS THAN THE \, / FACT: 15 LOAD: 27 61 6 OFtefa.eoo6 15 TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS 3C EGRESS WIDTH 1005 Xrxac FLOORO ru - 1MULTIPLIED BY 0.3 INCHES PER OCCUPANT FOR EGRESSSTAIRWAYS ev $ AND BY 0.2 INCHES PER OCCUPANT FOR OTHER EGRESS 1§aCOMPONENTS. a F-1 MEANS OF EGRESS,INCLUDING EXIT DISCHARGE,SHALL BE . FIRE&LIFE SAFETY PLAN-FIRST FLOOR H O CODE SUMMARY, SCOPE 1006.1 ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY FIRE Q&LIFE Qag THE MEANS OF EGRESS IS OCCUPIED. 3132'=1'-0' SAFETY 1 PLANS `J,:5 C6:5 I T ' I 1— 2 1 3 I 4 I 5 MGA R-11 BATT INSULATION R-11 BATT INSULATION R-11 BATT INSULATION R-11 BATT INSULATION ASSEMBLY NOTES VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER (1)LAYER IMPACT (1)LAYER IMPACT A. CONSTRUCTED RATED ASSEMBLIES PER LISTED DESIGNS. STEEL COLUMN PER STEEL COLUMN PER MYHRE GROUP ARCHITECTS • STRUCTURAL,REFER TO STRUCTURAL.REFER TO RESISTANT 5B'TYPE'X' RESISTANT 5/8'TYPE'X' PLANS FOR LOCATIONS PUNS FOR LOCATIONS GYP BD ON GYMNASIUM GYP BD ON GYMNASIUM B. ASSEMBLY COMPONENTS SHOWN HERE REFLECT THE MAJOR CONSTRUCTION OM ' y /� ' SIDE OF WALL TO 8'-0'AFF. ' SIDE OF WALL TO B'-0'AFF. MATERIALS;ADDITIONAL AND ALTERNATE MATERIALS AND I OR CONSTRUCTION 1°°u�'00°°1fi01'9°'1600 (1)LAYER SB'TYPE'X'GYP O (1)LAYER 5B'TYPE'X'GYP STANDARD 5/8'TYPE GYP STANDARD 5/8'TYPE GYP METHODS MAY BE INDICATED IN REFERENCED ASSEMBLIES. - BO.,ATTACH TO GIRT AND /i BD.,ATTACH TO GIRT AND EXTERIOR CaYMNASIUM�BD ABOVE 8'-0'AFF rCiYMNASIUM�BD ABOVE 8'-0'AFF .� WRAP AROUND EXPOSED WRAP AROUND EXPOSED STEEL COLUMN PER STEEL COLUMN PER C. CONFORM TO DETAILED REQUIREMENTS OF DESIGNATED TESTING AUTHORITY �jLF D me``', f-�I COLUMN COLUMN FL___ STRUCTURAL,REFER TO STRUCTURAL,REFER TO NUMBERS AT RATED ASSEMBLIES.WALLS DESIGNATED AS'BASED ON'VARY(AS S'` 'If L BLOCKING AS NEEDED I� BLOCKING AS NEEDEDPLANS FOR LOCATIONS PLANS FOR LOCATIONS NOTED IN PARENTHESIS)WHERE DEVIATION OCCURS. RAYMOND R. '�'� �J(TERIOpI3 5B'METAL STUD FRAMING, �XTERIOI� 3 5B'METAL STUD FRAMING, V R-19 BATT INSULATION TO R-19 BATT INSULATION TO j ( '� 27 Y EY C-1 r PER STRUCTURAL.ATTACH PER STRUCTURAL.ATTACH D. SEE STRUCTURAL SHEAR WALL SCHEDULE FOR SHEAR WALL ATTACHMENT AND J RUN CONTINUOUS �� RUN CONTINUOUS �4 EDGE BLOCKING REQUIREMENTS.STRUCTURAL SHEAR WALL SCHEDULE �" 3 2 BETWEEN METAL PANELS BETWEEN METAL PANELS STUDS TO GIRT FOR STUDS TO GIRT FOR 0 _ AND GIRTS AND GIRTS LATERAL SUPPORT i LATERAL SUPPORT OVERRIDES LISTED ASSEMBLY ATTACHMENT AND BLOCKING REQUIREMENTS /�� , ✓ '� R-19 BATT INSULATION TO R-19 BATT INSULATION TO ONLY WHEN MORE RESTRICTIVE. 1' �'1,0' 4 EXTERIOR r; (INTERIOR [INTERIOR I 9 RUN CONTINUOUS RUN CONTINUOUS E. WALLS ARE NOT DESIGNED TO SUPPORT WALL-MOUNTED FIXTURES, BETWEEN METAL PANELS RUN CO N METAL PANELS �G ACCESSORIES,FURNISHINGS AND EQUIPMENT.PROVIDE NECESSARY p 7B'HAT CHANNEL �I_ 7B'HAT CHANNEL AND GIRTS AND GIRTS STRUCTURAL BLOCKING,BACKING,FRAMING WITHIN THE APPROPRIATE WALLS OF O r 7B'HAT CHANNEL FOR THIS PURPOSE.VERIFY CONDITIONS AT EXISTING WALLS TO RECEIVE FA NERWEATHER RESISTANT ,� STE WEATHER RESISTANT FASTENER FIXTURES.ADVISE ARCHITECT OF RECORD OF ANY CONDITIONS DETRIMENTALBARRIER• 6'GIRT ui y BARRIER I 8'GIRT TOINSTALLATION. 8'GIRT _ „ ! 8'GIRT 1WINE OROvE p.m-mail up ARE MOT WEATHER RESISTANT WEATHER RESISTANT TO SE PENIC017 N On MANNER FASTENER BARRIER FASTENER BARRIER F. STRUCTURAL,FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE „ms,µOF,N E caw.mcm,Ec„ HORIZONTAL METAL PANEL VERTICAL METAL PANEL HORIZONTAL METAL PANEL VERTICAL METAL PANEL MAINTAINED AT PENETRATIONS FOR ELECTRICAL,MECHANICAL,PLUMBING AND SIDING SIDING SIDING SIDING CONDUITS,PIPES AND SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNING CODES,AUTHORITIES OR OWNER O EXTERIOR WALL-HORIZONTAL PANELS O EXTERIOR WALL-VERTICAL PANELS O EXTERIOR WALL-HORIZONTAL PANELS O EXTERIOR WALL-VERTICAL PANELS REQUIREMENTS,WHICHEVER IS MORE RESTRICTIVE. NTS NTS NTS NTS G. WALL ASSEMBLIES:PROVIDE TYPE'X"GYPSUM BOARD THROUGHOUT,UNLESS NOTED OTHERWISE.PROVIDE WATER RESISTANT GYPSUM BOARD TYPE'X'AT ALL ROOMS WHERE PLUMBING FIXTURES OCCUR.PROVIDE GLASS-MAT 1"CONTINUOUS RIGID WATER-RESISTANT GYPSUM BOARD TYPE'X'AT ALL HIGH HUMIDITY AREAS. INSULATION,R-6.5 H. PROVIDE SOUND ATTENUATING BATT INSULATION FULL HEIGHT OF WALL AT ALL TOILET ROOM WALLS. J. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS,PIPING, CONDUIT,ETC.,THE LARGER STUD SIZE OR FURRING SHALL BE PROVIDED AND III SHALL EXTEND THE FULL SURFACE OF THE WALL LENGTH AND HEIGHT WHERE THE FURRING OCCURS. �XTERIOpINTERIOR K. STAGGER VERTICAL AND HORIZONTAL JOINTS OF GYPSUM BOARD IN ALL PERMIT CONDITIONS OF DOUBLE LAYER GYPSUM BOARD CONSTRUCTION,UNLESS NOTED OTHERWISE. REVIEW SET (1)LAYER 5/8"TYPE 7C GYP .I[ BD. L. INSTALL CONTINUOUS ACOUSTICAL SEALANT AT TOP AND BOTTOM OF FIRST C --- VAPOR BARRIER GYPSUM BOARD LAYER IN ALL DOUBLE LAYER GYPSUM BOARD WALL CONSTRUCTION.INSTALL CONTINUOUS FIRE SEALANT AT TOP AND BOTTOM OF 6'METAL STUD FRAMING, SECOND GYPSUM BOARD LAYER ONLY,TO MAINTAIN RATINGS. PER STRUCTURAL. R-21 BATT INSULATION M. APPLY VAPOR BARRIER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH WEATHER RESISTANT FINISH MATERIAL,TYPICAL. NI_ immen I BARRIER N. COORDINATE FLOOR,WALL,AND ROOF ASSEMBLY MINIMUMS WITH STRUCTURAL e FASTENER DRAWINGS. 7B'HAT CHANNEL P. FOR METAL STUD GAUGES,SEE STRUCTURAL DRAWINGS. HORIZONTAL METAL PANEL SIDING Q. SLAB VAPOR BARRIER.FORTIFIBER MOISTOP ULTRA 10,ASTM E 1745,CLASS B. EXTERIOR WALL-HORIZONTAL PANELS INCLUDE MANUFACTURERS RECOMMENDED ADHESIVE OR PRESSURE SENSITIVE TAPE. JAPANESE INTERNATIONAL OE NTS BAPTIST CHURCH R. RIGID INSULATION.DOW THERMAX METAL BUILDING BOARD WITH 1.25 MIL — FACERS INSTALL PER MANUFACTURERS RECOMMENDATIONS,SEAL ALL JOINTS. 3 5/8"METAL STUD S. INSULATION R VALUES TO MEET OR EXCEED VALUES USED FOR ENVELOPE - 1'-0' �, 3 5B'METAL STUD 6'METAL STUD FRAMING, FRAMING,U.O.N.PER COMPLIANCE CALCULATIONS. FRAMING,PER PER STRUCTURAL STRUCTURAL 8500 SW SPRUCE ST. ,`/ STRUCTURAL (2)LAYERS 5B'TYPE'X' (1)LAYER SIB'TYPE'X'GYP 71GARD,OR 97223 • (1)LIVER SB'TYPE'X GYP ..- �� GYP BD EACH SIDE. • MD EACH SIDE.PROVIDENT BD EACH SIDE.PROVIDE PROVIDE MOISTURE- • MOISTURE-RESISTANT MOISTURE-RESISTANT e, RESISTANT GLASS MAT GLASS MAT GYPSUM GLASS MAT GYPSUM GYPSUM BOARD AT WET BOARD AT WET ,,:. ' BOARD AT WET LOCATIONS I LOCATIONSr LOCATIONS III 3 12'MIN.SOUND 312'MIN.SOUND • 312'MIN.SOUND ATTENUATING BATT I ATTENUATING BATT ATTENUATING BATT INSULATION INSULATION • INSULATION AT a �' B RESTROOM LOCATION,INTERIOR INTERIORS BEEFLPS.R-11GYMNASIUM INTERIOR INTERIOR INTERIOR T.$,_ 'H• MIN. 'AT GYMNASIUM-IMPACT _AIR SPACE l � RESISTANT 5/8"TYPE 7C S GYP BD ON GYMNASIUM SIDE OF WALL TO 8,0'AFF. ' m STANDARD SB'TYPE GYP BD ABOVE 8'-0'AFF IIIw NOTE:PROVIDE BASED ON GA DESIGN:WP1616 NOTE:PROVIDE BASED ON GA DESIGN:WP1070 NOTE PROVIDE DEFLECTION HEAD FIRE RESISTANCE: 2-HR DEFLECTION HEAD FIRE RESISTANCE: 1-HR DEFLECTION HEAD REV DATE FILE 'ilO INTERIOR WALL O 2 HR FIRE BARRIER O INTERIOR WALL 0&19/2015 PIAN RENEW NTS NTS NTS i THERMAL BLOCK,R-3.5 FLOOR FINISH TYPICAL ASSEMBLY SYMBOLS LEGEND STANDING SEAM METAL U _ NOTE: NOT ALL SYMBOLS OR CONFIGURATIONS MAY BY USED - -- — -- -- -i. . ROOFING STRUCTURAL STRUCTURAL WALL ASSEMBLY TYPE PRIMARY COMPONENT • FIRE-RETARDANT FIRE-RETARDANT PANEL - INFILL TO MATCHEN EXISTING f R-13 INSULATION TREATED WOOD PANEL, TREATED WOOD ' PURLIN LETTER EXTERIOR WALL TYPE PER STRUCTURAL PER STRUCTURAL . T.O.CONC. REINFORCED CONC SLAB R-251NSUUITION EIIIIIIII= PER STRUCTURAL DWGS. NUMBER INTERIOR WALL T1PE 2 2-1/2"STUD _- - -—- .ter-r--- •-....__.__—_ --.,.,w__ 3 3-12'STUD ' VAPOR BARRIER FLOOR JOISTS PER FLOOR JOISTS PER 4 4'STUD 0 I. STRUCTURAL PIC: RV STRUCTURAL 5 S12'S7UD R30 BATT INSULATION,10 R-30 BATT INSULATION,10 6 6'STUD PM MN MIN.THICKNESS MIN.THICKNESS .:04 3 ,� �"',. �'h �'. �� X SEE ASSEMBLY h .4 10 MIL.VAPOR BARRIER, JC: ROOF BEAM PER `Yi✓ 'S ,r-,e '3 6 STRUCTURAL CLASS'A'ACOUSTICAL µ,^d, "I".1 LO, ,`3,A. VERIFY WITH filo DRAWN BY:CR 4111 CEILING TILES, TO \- GEOTECHNICAL DESIGNATOR FLAG ACOUSTICAL CEILING REFLECTED S,REFER JOB NO: 140380 'a A ROCK/SAND LAYER(S)PER m ' TILES.REFER TO PLANS FOR LOCATIONS FIRE RESISTANCE RATING WALL INSULATION m REFLECTED CEILING -- "'-� — __ _ GEOTECHNICAL AND NO DATE: 4/08/2015 i PLANS FOR LOCATIONS Aro STRUCTURAL N-RATED NON-NSULATEDMETAL STUD SOFFIT METAL SND SOFFIT 1 1 HOUR A ACOUSTIC BATT E r _, - z (2)LAYERS 5/8'TYPE 7C -. FRAMING REFER TO 2 2 HOUR T THERMAL' FRAMING REFER TO -_i - REFLECTED CEILING 3 3 HOUR GYP.BD. 'FOR THICKNESS AND R-VALUE, --`o REFLECTED CEILING PLANS FOR LOCATIONS. SUBSURFACE PER 4 4 HOUR SEE ASSEMBLY TYPE. x GEOTECHNICAL AND g R - PLANS FOR LOCATIONS. ,� .-. ,w� COORDINATE WITH ^O,A O gR COORDINATE WITH CU1SS'A'ACOUSTICAL STRUCTURAL AND STRUCTURAL DWGS. FLOOR/CEILING/ROOF V 4 __ _ - __ _ --- STRUCTURAL AND CEILING TILES,REFER TO LIGHTING LAYOUT. ASSEMBLY TYPE LIGHTING LAYOUT. BASED ON GA DESIGN:FC4480 REFLECTED CEILING DESIGNATOR FLAG N R ROOF ASSEMBLY SB'TYPE'X'GYP.BD. FIRE RESISTANCE: 1-HR PLANS FOR LOCATIONS 5B''TYPE'X'GYP.BD. CR CEIUNG/ROOF ASSEMBLY ASSEMBLY C CEILING ASSEMBLY :IE S ROOF/CEILING ® FLOOR/CEILING-CORRIDOR �® FLOOR/CEILING F� CONCRETE FLOOR SLAB FC FLOOR/CEILINGASSEMBLY TYPES lC NTS e NTS NTS NTS SEQUENTIAL IDENTIFIER F FLOOR ASSEMBLY mo 1 I 2 I 3 I 4 I 5 17 MIN ' y MGA 60 MIN / I- 60"MIN 25 MAX 1 r \ • _ _ _ I MYHRE GROUP ARCHITECTS III III IIIII,�n / �� v 4..MAXv. � g ...,r = / I �re FIGURE 302.2 1 H H Zi MAX �G D d CARPET ON FLOOR SURFACES / E (A) (B) �� �`�j C/+ \ ELEVATION PLAN \ n\S f� (A) / J \ + 306 2 1 \ + a.. + TOE CLEFIGURARANCE RAYMOND R. 1. z C BETWEEN 9"AND �2 36"MIN Z b 1'FOREACH6C EN AT 25" n / / 2 K U Vis.I 27"ABOVE THE FLOOR I $ • /n D t2" 1I v U '; j1 \ L _J THE KNEE CLEARANCE n �'�,•' r MIN MIN 4.5 8"MIN X f 48 MIN 9 G� 2 g \ L--J CLR 1"1 ^ �+ 1� PERMITTED TO INCLUDE PERMITTED TO INCLUDE Z HEIGHT 1 Z\ <% QF.OR� a KNEE AND TOE CLEARANCES KNEE AND TOE CLEARANCES L3D'MIN x PER SECTION 306 PER SECTION 306 ONLY ATT THE BASE OR ONE ARM. CLR N rs (B) (A) (B) \b,Z # U \ L I=°Z ao.ncr�e (A) (B) FORWARD APPROACH PARALLEL APPROACH FIGURE 303.2 FIGURE 303.3 CIRCULAR T-SHAPED 11"MIN FIGURE 306.3 VERTICAL CHANGES IN LEVEL BEVELED CHANGES IN LEVEL KNEE CLEARANCE Di CHANGES IN LEVEL 02 SIZE OF TURNING SPACE D3 POSITION OF CLEAR FLOOR SPACE D4 TOE AND KNEE CLEARANCES D5 LIMITS OF PROTRUDING OBJECTS GO 50 FIGURE 302 6 303(ICC/ANSI A117.1-2003) GO 50 FIGURE 304.3(ICC/ANSI A117 1-2003) GO 50 FIGURE 305.5(ICC/ANSI A117 1-2003) GO 50 FIGURE 306.1 6 306.2(ICC/ANSI A117.1-2003) GO 50 FIGURE 307 2(ICC/ANSI A117.1-2003) II 32"MIN 32"MIN I CLR CLR air 0 k ''''-/-) r e �� I 24.. 48 MIN 24" U = FIGURE 308.2.1 10 MAX _ UNOBSTRUCTED FORWARD REACH FIGURE 308.3.1 ��� ? $ s____11' I (A) (B) PERMIT UNOBSTRUCTED SIDE REACH I ^II HINGED DOOR SLIDING DOOR I �- - -5 � ' 1 -,1- _ It:i REVIEW SET C - -.: -.I - -- :.:i $ U -L -,J vI MASLOPOSS ^r �T^ 711)H Pdl '��� CLR MIN • I L- `J 32 MIN 36 I�d 3 d 1 I L- L I tiI CLR m 20 .Lg \- I,y_ (� 1 42"MIN 42"MIN 36"MIN 36"MIN IM MAX.RUNNING SLOPE X X r w 0 w Eil 4111110"MAX CLR CLR CLR CLR n p MAX MAX >0"-24" \X<48" X<48" \ MAX (A) (B) (A) (8) (A) (B) (C) (D) FIGURE 308.2.2 FIGURE 308.3.2 180 DEGREE TURN 180 DEGREE TURN FOLDING DOOR DOORWAYS OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH MANEUVERING CLEARANCES (EXCEPTION) WITHOUT DOORS ci UNOBSTRUCTED/OBSTRUCTED FWD REACH c2 UNOBSTRUCTED/OBSTRUCTED SIDE REACH ca CLEAR WIDTH OF AN ACCESSIBLE ROUTE Ca CLEAR WIDTHS AT TURN co CLEAR WIDTHS OF DOORWAYS JAPANESE INTERNATIONAL 60.50 FIGURES 308.2.1 8 308.2.2(ICC/ANSI A117 1 2003) 60.50 FIGURE 308.3(ICC/ANSI A117.1-2003) 60.50 FIGURE 403.5(ICC/ANSI A117.1-2003) 60.50 FIGURE 403.5.1(ICC/ANSI A117.1-2003) 60.50 FIGURE 404.2.2(ICC/ANSI A117.1-2003) BAPTIST CHURCH \ r 1 Z I� I� Z z I Z _ I12"1 z J Z f 2 18 8500 SW SPRUCE ST. '$ 18 IN c 36 MIN I- 42"MIN MIN •% TIGARD,OR 97223 MIND -J _/ -- \ -- II`} + + (A) (A) FRONT APPROACH \ F---l \ PULL SIDE • (A)FRONT APPROACH,PULL SIDE (B)FRONT APPROACH,PUSH SIDE (C)HINGE APPROACH,PULL SIDE (0)HINGE APPROACH,PULL SIDE r F---l r Z n • IF BOTH CLOSER AND LATCH Z v {3IIN� ARE PROVIDED I� z 12 _ f ri \ r I I a I I :1•' I I t IN % of \Y} 22"y 24 y za° z/ x<3s' x<3s" a .a� =S ..' MIN MIN a MIN MIN a 24"MIN a �" K C'? "2, v \ t + \ {L I �} --- � \ FRONT APPROACH SIDE APPROACH (B) (C) (E)HINGE APPROACH, POCKET OR HINGE APPROACH STOP OR LATCH APPROACH (B) (C) (F)LATCH APPROACH PULL SIDE (G)LATCH APPROACH PUSH SIDE PUSH SIDE PUSH SIDE PUSH SIDE DOOR PROVIDED • IF BOTH CLOSER AND LATCH ARE PROVIDED • 54"MIN IF CLOSER IS PROVIDED • 48"MIN IF CLOSER IS PROVIDED WITH BOTH CLOSER&LATCH MIN IF CLOSER AND LATCH ARE PROVIDED MANEUVERING CLEARANCES MANEUVERING CLEARANCES MANEUVERING CLEARANCES REV DATE FILE B1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS B3 AT SLIDING AND FOLDING DOORS /51) AT DOORWAYS WITHOUT DOORS B5 AT RECESSED DOORS 60.50 FIGURE 404.2.3.1(ICC/ANSI A117.1-2003) 60.50 FIGURE 404.2.3.2(ICC/ANSI A117.1-2003) FIGURE 404.2.3.3(ICC/ANSI A117.1-2003) GO 50 FIGURE 404.2.3.4(ICC/ANSI A117.1-2003) K .1300 �7 ���///___ 03 `/ I AREA OF r 1 \ FIG.703.6.3.1 FIG.703.6.3.2 �, \ X60"MIN CLR 5j �� \� PIC'. RV / \ Z U 60 MIN CLR REFIJOE I I 1 m INTERNATIONAL SYMBOL INTERNATIONAL / z PM MN 0 r]' '/\ OF ACCESSIBILITY TTY SYMBOL m }}., \,.. /Z \ 60 MIN \\ _ _` /� DRAWN BY:CR 5 V CE CLR i A a $ CENTERED ON CI4 re F RJOB 140360 / 18 MIN / TACTILE CHARACTERS a 3 p; •I DATE O 4/08/2015 + \ \ + FIG.703.6.3.3 FIG.703.6.3.4 --_ INTERNATIONAL SYMBOL OF VOLUME CONTROLLED ACCESS FOR HEARING LOSS TELEPHONE (A) (B) (CI /VA O,5O HEIGHT OF TACTILE ACCESSIBLE' eCHARACTERS ABOVE FLOOR/GROUND e 1 LOCATION OF TACTILE SIGNS AT DOORS INTERNATIONAL SYMBOLS a TWO DOORS IN A SERIES SITE/PUBLIC 1 1 FIGURE 703.3.10(ICC/ANSI A117.1-2003) FIGURE 703.3.11(ICC/ANSI AlA117.1-2003) FIGURE 703.6.3.1,703.6.3.2 703.6.3.3 8 703.6.3.4(ICC/ANSI A117.1-2003) 1 1 FIGURE 404.2.5(ICC/ANSI A117.1-2003) SPACE DETAILS 1 1 1 1 1 i 2 ) 3 I 4 I 5 q' PROJECTING IJI3 A 16"MIN 17"MIN FLUSH CONTROLS TO 1 BE ON OPEN SIDE S-4 8"PERIMETER OBJECTS MYHRE GROUP ARCHITECTS 18 MAX 19"MAX. } 11/2" s�swsn „ Soto 500 via�m Pty • 2"MAX 1503 236"°°n::"" r--1innne.r Z TO THE RIM OF THE SINK ' _ ' OR COUNTERTOP,WHICHEVER '� WATER SUPPLV AND DRAIN .. RV,A_._ rill LL J� • -- � A+' ND-_ R aAIS HIGHER. ` ''�pp � PIPES TO BE INSULATED TO vC�j.- �r I:: III 1� PROTECT AGAINST CONTACT '*- z ' �S� +f�a 11_ VRAYMONDR. ,�yU 'y' (A) (B) (C) GyY EYLCIRCULAR NONCIRCULAR rY.II t2 -3-'3FIGURE 604.4 FIGURE 604.10.4 KNEE AND TOE CLEARANCES FIG.609.2 f FIG.609.3 • /Af. ! 0 D I 60"MIN ADULT CHILDREN PER SECTION 306. SIZE OF GRAB BARS SPACING OF GRAB BARS a r B,B 4 I. I, WATER CLOSET HEIGHT WATER CLOSET HEIGHT TTT 9 OF 0%.-- %.--((a) a)ACCESSIBLE (b)AMBULATORY ,,.�..ru,orPne<xn[CTx.NC WATER CLOSETS ACCESSIBLE WATER CLOSETSTO BE PEPPOWLE0 A 4,1 W.ER D1 WATER CLOSET LOCATION D2 SIZE OF CLEARANCE FOR WATER CLOSET D3 WATER CLOSET HEIGHT Da HEIGHT OF LAVATORIES Ds SIZE&SPACING OF GRAB BARS 'Agw°«a aa�a„a<,,r<.= GO.51 FIGURE 604.2(ICC/ANSI A117.1-2003) GO.51 FIGURE 604.3(ICC/ANSI A117.1-2003) G0.51 FIGURE 604.4(ICC/ANSI A117 1-2003) G0.51 FIGURE 606.3(ICC/ANSI A117.1-2003) G0.51 FIGURES 609.2 8 609.3(ICC/ANSI A117 1-2003) ( SWITCHES THERMOSTAT PANEL BOX + t CIRCUIT PROVIDE IN :210 \ m -_ FOR FUTURE BLOCKING IN WALLS OF Cy - 44 MAX ____ __ GRAB BARS IN TYPE A AND r TYPE B DWELLING UNITS. n�i 40"MIN ----v-11 I I oo PROVIDIN INSULE AND SUPPLY r I 5A --- II_ --. '� PROVIDE INSUL WRAP AT L 54"MAX.W/ 54"MIN LINES ADA LAVATORY 48"MAX. APPROACH MAX H 12 f e PARALLEL a. LOCATIONS,TVP. (Tp) MAX, 7"MIN 7"MIN (SPD) (PTD) (PTD/R) (SCD) (SND) VERTICAL GRAB BAR NOT SOAP PAPER PAPER SEAT SANITARY ELEC/PHONE OUTLET 36"MIN. FORWARD REQUIRED IN TYPE A OR 36"MIN 9"MAX 9"MAX DISPENSER TOWEL TOWEL COVER NAPKIN i o APPROACH 39"MIN TYPE B DWELLING UNITS 12, FIGURE 604.7 FIGURE 604.7 DISPENSER DISPENSER DISPENSER DISPENSER 41 MAX m MIN M(-- ) hIN W/DISPOSAL 5' Tp Tpp - I , (A)ADULT BELOW GRAB BAR (B)ADULT ABOVE GRAB BAR ` Al I MIN.• CONTROL • Z PERMIT 40'MAX -� OCCURS I I I OUTLET,TVp.TRICAL �� F.MAXIMUM11W n n\? • s n REVIEW SET o O '6- V R \ CONTROLS Z - -- __aL �I li C tl- P I O y w 1. LIGHTING CONTROLS,ELECTRICAL RECEPTACLES,ENVIRONMENTAL CONTROLS, - F� '\-\ \ -AND MAX -I r w AND USER CONTROLS FOR SECURITY OR INTERCOM SHALL BE 48'A F M U t y a .y N m 31"MAX E O I $ HEIGHT OF = AND 15"A.F.F.MINIMUM. Nye 15"MIN -- r4 r p O n g OPERATING =m + N N m w y O MECHANISMS 2. A 30"X 48"MINIMUM CLEAR FLOOR SPACE POSITIONED FOR FORWARD OR \ \ \ m \ \ 18„ F \ \ y PARALLEL APPROACH SHALL BE PROVIDED AT EACH ACCESSIBLE OPERATING 7"MIN 1n 5, (TP) (SNR) FEC DRINKING SURFACE (M1) 1, ELECTRICAL OUTLET CONTROL. FIGURE 604 5.1 FIGURE 604.5.2 9"MAX BREAKER BOX TOILET SANITARY FOUNTAINS MOUNTED MIRROR MEDICINE CAB&CABINET SIDE WALL GRAB BAR FOR REAR WALL GRAB BAR FOR FIGURE 604.10.7 PAPER NAPKIN SOAP LAVATORY 3. CONTROLS/OUTLETS LOCATED ABOVE COUNTERS SHALL BE AT 46"A.F.F. WATER CLOSET WATER CLOSET CHILDREN BELOW GRAB BAR DISPENSER RECEPTACLE DISPENSER ci MOUNTING HEIGHTS-TYPICAL C3 ACCESSIBLE OPERATING CONTROLS ca GRAB BAR DIMENSIONS FOR WATER CLOSET cs DISPENSER LOCATION G0.51 1/4"=1'-0" G0.51 G0.51 FIGURE 604.5.1&2(ICC/ANSI A117.1-2003) G0.51 FIGURE 604.7&604.10.7(ICC/ANSI A117.1-2003) -_.. _ -__._... - _- _...,- --___ -_.___-- _ JAPANESE INTERNATIONAL • '�. BAPTIST CHURCH rib Thermal spacer block with nanamlm R3 5 must be nemlled above the maim/bag.and Me roof deck secured to the Nem Exception(s) ,mu."e, - In the folbwng reparements,dank c eckboxes denary requirements that the applicant has Oct acbgwledgerf as bang met Crecemares , Requirement ro not applicable ^•""� •�•y,-„- "•••'••°• blend.requnemenls Mel the eppac+,tt acknowledges are met or excepted finer compliance'Plans reference pegersecBO'identifies where on •„ .� Generated by COMcheck-Web Software the Wan there "� L■ ahpa s requirement can veefiW as being Attained Plane reference page seG on "•-• �-_ I Envelope Compliance Certificate Fenestration Product Rating: • (]1:Loming doth wNMetSldine.Cargo doors and badag dodk d0ora are els p000 send weather sGal,M restrict n8910on w10 vehicles ..' 1 U-factors of fenestration products(windows.doors and skylights)are determ nod to accordance wan NFRC 100 by an accredited. a parkas r the tleqrw•y 8500 S W SPRUCE ST. • -nde nets laberat and labeled end radKed b Me manufacturer w are debnrtmd One the commercial size m Exmphon(& TIGARD,OR 97223 p dry y kg tegery vin `1 sled n Chapter 15 of the 2009 ASHRAE Handbook of Fundamentals Table No 4 and shall include Me maks of Me window frame ail Requirements not applutile. , ,r „ ,., The temporary label afsed to the fenestration products Dust not be removed pndr to...bon Exce0400/1 Plans reference pagn/0010 n 2014 OregonEnergyE eiencySpecialtyCode 0 Sde.W,nfenestrationproductsshallhave•anglecericatespecifyrigglazingtype,specialcoatings.spaces,gasNis LI 12Recessed light.Remwadlum,neres installed nIhebuldnMemelenvelp to between conditioned p. canterol low and overall u lana and of SHGC for eve d see din law used These fen c res Men ne a envelope age 9 Slaw every hp p and unconditioned spaces All recesxd luminaires are IC rated and labeled as meat ng ASTM E 263 All recessed luminaires are I'I Section 1:Project Information rninm,md an Ba elute and male available to the m00081 mead wen a pesket a caulk between fire menu and inlenor wall or ming cover ng w /�lI �1 tAes EsmptaMs) Project Type.New Construction Plana reference ppep/sectionAt9 ion ..10 4. fts Requnarent,a nit appamele. Envelope Compliance Method:Simplified Twda-0R en 2 Solar heat gain coefficient(SHGC)of glazed leo 01ion products(windows plated doom and 589996,0/Mall be delemuned in Ogg B', 4E00 01n(sSolar Heat Gen Coef0cicnla(St1GCi n Chapter 15 of the 2009 ASHRAE Handbook of Fundamental..Table No.10 The Pane reference Pepaeedlon'. ~ % �� Project Tide JIBC U Factor Al1eflleta 20150405 accord+"m with FAX 200 by an accredited independent laboratory,and labeled and oatr°d by the manufacturer or be determined - Construction0500SWsee'. Owner/ggaot: De&glpr/contmaor: II, g npion 13.Standing seam metal building overall velum east consider type O hare mebnl and operator for the SHGC a1 normal e,ueanm. room require a therm•'Mock of R 3.5 See TaDN 502.2(2) 4 . t:.g� a= 6500 SW egosSpruce9 2 . 1� '_ }-• Tigard,Oregon 8]223 Plans reference PapMseciom' {:N` s✓ ...n :� 1 U Saeaue fenestration products Mall have a saga oMMmte spepfY'ng gmzvg type.spacial raeMge,spacer,gas fills. + m 1 n centerol-gam and overall U boor.and center-of-glass SHGC ter every type of...It gen used These certificates shall be 0 14.Vestibules Doors that separate dominion.apace from the estenor are protected wan an enclosed wt..,0 withal doom of me �� Section 2:General Information maintained an the Mope and made evnlabe to the nwector , mMbule equbyed with serf-dosng devma WPM.,are desgned eq nter.and eaten.dam to.Mierab smulleneouely • `'y^ Ir1Q.10 WItsAV ri,�rpf� Lamle.). Doors Budding Location(ter weather data/. Tigard,orego^ Rens relerenm pagasae,on. 'v M"' 0 not mended to be used m a Wilding entrance door,such as doors to mechanical or electnml equormnt mama S.Gunnels Zone 4p I Wohcal Spam Coa,temng Type(s)- NonsmidenWl ''I LJ Doors opening Pacify ro y koa aleepng unit or dwelling unit •a�^ u Vertical Gluey/Wan Area Pa- 7% Air Leakage,Insulation,and Component Certification: Skylight Glazing!Roof Ares Pet 1X nu 3 Sealing of Me beth,envelope.Openings and mnetraWns n the Loading envelope are mated with caulking materials or dosed wan m Doothat open drmctly Iron a space le.than 3000 sq R in area ng •--,,, Weed Trate.) Fetor NM •'t gaskebsystems compatible wan Mnlocation m Mrunner e construction mese+m and n Joints and seare waled n e same nner°r tapedLi Revolving doors.co..with a nam a vapdt m'^aabb wrapping material Seating materials'periwig p nls be100,. construction materab.sow Coors used primarily to facilitate vehicular movement or material handing and amts I doom. „. m.,. ...,... ,... ,..., REV DATE FILE 1 reyTninin 8650 r adjacent personnel Gwaroom.(Common Space Types C esaoarJLecW ) � n / n n m cele l p anagn end mrmaao q Ire w wrAvo am Sp Y 9 feta w Gym(GymnasmnVExerciw Center Esercse Anita) 2715 i L.I Requirement isnot appnceble. =...,.„. _. Rana reference page//sedren .------. Section 3:Requirements Checklist \I4.window anwmWd d door aeea The as leakage window and sliding n g or penning door assemblies at are Paof the bldigenvelop W/. •' Plans reference Daanm" ✓rl'� - - - - -- - -- •1 ete daemon.in aemrdar0e wind AAMANJDMAICSA 1010.5 2/A440,or MORE 400 by an accredited.independent labonmry,and J 15.73Men components neva sup-pore,domrla mehon for proposed 5,0. . bat , Iaed and codified by Me manumtlurer. opo.. 00. EnxplanfVli EwmWnnfs) V. - ClintBtB-SpBdfio Requirements •• 0 Site-00110 cad windows and�do+orsco,^t maye-n'2e•tyhze1ma•VP ad ¢fed .,M Secon 502.4.3. LJ lied°"°"'°"1"not°°°kupl'_ ` Component Nam•ma.criptien Gross Cavity Cent Proposed Budget IIS 1rU�{1/ tvGU�l Plans 0mrence page/section __._ Area or R-Vattre R-Natio U-Factor UFectone Place rehrnm pagWteeron. Perimeter j 5 Curtain wall.skeet.sawing and contractual entrance doors C Curtarnwel,storefront glazing and commercial-glazed assrap g ,. Roof:-Metall Buidng stooling Seam ftl) ._.-.. --..... 9567 13.0 13.0 0 040 0055 entrance doors and revolving doors are tested for or leakage in acmdance with ASTM E 263 For curtain wells and storefront glazing, Section 4:Compliance Statement } _- Skylight M.ial Frame with Thermal 61e•6 Plastic well Curb,Pee. 96 -- - 0 570 0600 Ma mwmum er leakage rate a 03 cubic foot per minute per pose bot of/epatralion area Fa canmerctei glazed avenging I i .per-Other tenting/cart Product 10-.Rrnbtih 4848 ALT-CM entrance doors and revolving doom the malamute.leakage rate is 1 00 aM62 W door seen Compliance Statement The orad envelope des building plans.speonm ens a SHGC 0 50(c) Eampfi vel Plea pros p gra TOw proposed this document Is consistent send the Wid t nd est - - Reqerarnenl •is no:applicable •• Ober calculations submitted with Mns pen.application The proposed envelope system has been designed to"end Me 2014 Oregon Eeegy 3 - PIC: R V Ed Wall Other WWI Rued Wall(L) 3555 0081 0089 I 1 PM'. MN Waldo..Metal Frame Thermal Break PM Type Other 334 - -- 0.630 0.460 j E16canq Sprielm Cone requireranm'n COMrhec4-Wen and to cortply sMttr the ndamry requirements in the Requiremenh Checklist ' • town/cert Product ID Magad 920 Series SHGC 550(c) Ram reference page/section. _ i rJC Dos Insulated Meth Swinging 42 -_ - 0 700 0 703 •+res re'.��-`"Y • "•'•�/tl-,..... _ __ - 1 Door Other(U-Factor option),Swinging 63 - -_ 0 7p0 D 700 Ng Bu'l,o thermal envelope insulate A Rookie 00.nts s mark a applied(by manufacturer)to each pace of,naula8m 12 Name-Tale Sip ue Da 1 1 ! DRAWN 8V'.CR F.Wall Other Molal But/ding Wall(b) 4007 -- -- 0.081 D 069 inches or grater n w CM A h teY the mu anon melees.neve provided a signed,dated and pasted mwfcalion admg the typo. Window Metal Frame,Thema)Break,Ped Type:Omer 90 - -. 0 850 0.460 I menumclurer and R value of aeulatoo. n.1.1.4 Refer to coda section 1r blown a sprayed naufatan nslatlabenheaag depths and Project Notes. A marker requirements. - JOB Na 140360 testagAert Product ID.hangar 920 Sens.6000 0.501c) Wall U Factor Allarna005 per ASHRAE SO 1.2010 = 3 7 Insulation mark nsroYtior insulating materials are installed sed'.IMI Me manufacturers R.va)m mark b need•N Men..upon - r:l DATE: 4/08/2015 Door Inwbad Metal,Swaging 21 -- -- 0 700 0 700 ....ion Ili Ed.Wall Other Steel Framed Wag(b1 528 - -- 0065 0064 A 5 Insulation product rating.the mernlal resistance IR-value)of insulation nes been determzed n accordance.0 the U.S.FTC R-valae • - Window Metal Frame,Their el Break Pert Type.Other 190 ... -- 0.650 0.480 • cele. y testing/ten Product 10'Magner 920 Sena,SHGC 050 PF r - 013 n1 Y 9.Inst lal n All mate.systems and equipment are nslelled m accordance with Me manufenwees note..nsttwem and the nter Oanal Bowing Code 'kra,Unheated SlabDnGrade 361 -- -"- - Ll 10 Outdoor air rt04, and exhaust openings Sar and e)ewt°r to. vents and other outdoor air makes and mhauM owe,nlegre) i y el Budget u tarots are used for software baseline...bons ONLY and ate not rode•eq.mmerm - to M•Balding enoel000 anon be equipped with not am man a Class I molbra.d leakage-rated Oempenwan a maam+n leakage rax Ill 1 !V!: i! G0.51 O. V of 4 dm per square foot at 1 0 em ware,gage when asap-n accordance well AMCA 5000 Star end.haft vent dampen shall be cei a' m Om00nea requite supporting documentation for proposed U fed..° capable of being automatically dosed during"rne,ebummg operation and Merbeked b as mess.open gos.by lee and Woke debit on Ill• _ ,pI Feeeatragom produ00,0011 perforrninam moat ee mrlRsd n.admenm wan NFRC and tequw•supporting documentation systems l a 1 S ,•, - ) .. < !.Mil i -, ACCESSIBLE -__ _ i""3'1 Props ink JIBC U Factor AlternateaAlternate20150605 Repel data Pro.Till e..130 P a .JIBC U Fader Alternate 201504Reeve ep0r1 dale 04/05'15 ProjectTnla.PBC U friar Alternate 20150405 Report data 04105115 SITE/PUBLIC Data filename. Pape 1 O 3 I Date filename, Page 2 of 3 ', D..filename Page 3 Of 3 j ^•,^. .••••- - SPACE DETAILS 1 I 2 4 1 5 M G A 3'WIDE HEDGE GENERAL SITE PLAN NOTES: SW SPRUCE STREET - - - -— A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT MYHRE GROUP ARCHITECTS • RIGHT OF WAYS. ? © EDGE OF PAVEMENT iso v..lonw3-Ee-iRoo.. y=,, B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY tt r — 11 -I PROPERTY SURVEY. Zw .q L` .; ... ::.:•`' •.�:'..1�Jrf`:.,:-: '.....': +....wwv.M...vw,.... �q D W �--- j-------- ---- r 4'WIDE HEDGE C REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL �'C{1 AR O LL 0 o a Y LANDSCAPE FEATURES AND ELEMENTS. CS' /LCD RAYMOND R. 'l' o N • .n m •`^ I EXISTING ENTRY D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. c444Y EY DRIVE ` 1 ry ti dl ` I E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS,ALL OTHER LINES WITHIN a I 2 8.1\ T CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS U O.N. • /�, I it D I I .fa) R',• 39'-0" T F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 1'.20 IN THE PRIMARY .ETBACK wo DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1'.50 PERPENDICULAR 'I4. G�+•° I NEW • 3 TO THE PRIMARY DIRECTION OF TRAVEL. OF O'i- BUILDING © �+ G. CURB TO BE MEDIUM BROOM FINISH,PARALLEL TO GUTTER LINE,U.O.N. MYHRE CARO,ARCH rTECTS NC • I APPROVAL o MYHRE cnwo ARCHITECTS I - I -- --� I w 20'-0"j, © _\__ — WI ETBAC CENTERLINE '- _ASSUMED PROPJRIf9LINI BETWEEN BUILDINGS = EXISTING KEYNOTES 0 CONSTRUCTION I vASPHALT \\��"'/// DRIVEWAY 1 (TYP.J STAGING AREA I I 1. NO EXTERIOR WALL RATING REQUIRED BETWEEN 10'-30'FOR BOTH IIB AND VB EXISTING CONSTRUCTION PER IBC TABLE 602 1 I I BUILDING 1 2 DOWNSPOUT,TYP.CONNECT TO STORM WATER SYSTEM SEE CIVIL DRAWINGS. 1 01 0 I I 3 LIMITS OF CONSTRUCTION,THIS PROJECT. I fir/ �% ``� I EXISTING 4. NEW ACCESSIBLE WALKWAY,SEE CIVIL PERMIT 1 \ 5. NEW SIDEWALK,SEE CIVIL. REVIEW SET 1 ELECTRICAL I C TRANSFORMER I I NEW STORMWATER 1 I POND.SEE CIVIL ID —— —— EXISTING I A/C 1 L UNITS a EXISTING ' ii) - BUILDING ./ I I w > I JAPANESE INTERNATIONAL I i 1 BAPTIST CHURCH - D Si I I I 1 8500 SW SPRUCE ST. 1 TIGARD,OR 97223 1 EDGE OFI PAVEMENT I I I ,•. I _ I 00 B 1 $--------------- E.. __ •R 1 lI1 EXISTING EXISTING STORM WATER GRAVEL ---. POND DRIVEWAY 1 REV DATE FILE _ _J EOGE OF Gz,veL I 1 I I I I 1 I 1 I PIC. RY 1 PM. MN 1JC I 1 DRAWN BY.CR A 1 1 1 JOB NO 140360 DATE. 4/08/2015 I I 1 A1 .10 ARCHITECTURAL SITE PLAN — Cl.) ARCHITECTURAL SITE PLAN A1.10 1"=30' 1 I 2 I 3 I 4 I 5 KEYNOTESMGA (NOT FLOOR PLAN NOTES 1. 42)(50'(BETWEEN SIDELINES),STANDARD HIGH SCHOOL DIMENSION BASKETBALL A. COORDINATE WITH CHURCH FOR SECURITY ACCESS CONTROLS AND KEYING. MYHRE GROUP ARCHITECTS HALF COURT HOOP AND BACKBOARD ASSEMBLY BY OWNER B FOR SPECIFIC WALL ASSEMBLY INFORMATION.SEE GO 40 2. CONCRETE WALKWAY.REFER TO CIVIL DRAWINGS 'S0'''" 150'''"'V°"""w'"''a""'�'"°�'"• 3. FOLDING PARTITION WALL.BY OWNER C SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS d n 4. WALL MOUNTED DRINKING FOUNTAIN.REFER TO PLUMBING DRAWINGS D SEE Al2 10 FOR DOOR SCHEDULE ���D'u��'1 5. COLUMNS PER STRUCTURAL,WRAP EXPOSED COLUMNS WITH GYP Cj �f B. DOWNSPOUT,CONNECT TO STORMWATER SYSTEM PER CIVIL DRAWINGS E SEE G0 50 SERIES FOR TYPICAL ADA REQUIREMENTS. �� RAYMOND R. '�'�EY n F REFER TO DOOR AND WINDOW MANUFACTURERS'SPECIFICATIONS FOR ACTUAL 7, LINE OF ROOF ABOVE CG • .-3 ROUGH OPENING SIZE. 12 8. LOW WALL TO UNDERSIDE OF STAIRS S /,� 'I D 9 PARTIAL HEIGHT WALL AT 42"AFF G. DIMENSIONS TO DOORS AND WINDOWS ARE AT CENTERLINE OF UNIT •1i • '1,•• 4 10 WALL CENTERED ON GRIDLINE H DOORS NOT DIMENSIONED TO BE LOCATED 6"FROM ADJACENT WALL 11 FACE OF WALL TO ALIGN WITH GRIDLINE UM �9.OF OR�GO I TYPICAL INTERIOR WALLS TO BE on U O N 12 MOP SINK 13 WALL MOUNTED.ADA SINK ""'"'"�'°_'"`" "'"` 14 DOUBLE BOWL KITCHEN SINK FINISH FLOOR PLAN NOTES 15 CASEWORK <°°",A.0,.Ax.z ww°,,,,rens 16 ADA TOILET,REFER TO PLUMBING DRAWINGS A INSTALL ALL FINISHES PER MANUFACTURER'S INSTRUCTIONS. 17 ADA GRAB BARS B PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES WHERE NOTED 18 WALL MOUNTED.FOLD DOWN DIAPER CHANGING STATION PROVIDE FLOOR LEVELING.PER FLOOR MANUFACTURER PRE-APPROVED 19 LAVITORV SINK METHOD AND MATERIALS.AS REQUIRED TO INSURE PROPER INSTALLATION OF PRODUCTS) 20 WALL MOUNTED URINAL 21 TOILET STALL PARTITION C ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS SEPARATING ROOMS UNLESS NOTED OTHERWISE A 0 0 0 CD CD © 23 LINE OF WALL22 LINE OF 'BELOW GHT VE D. DOORS FINISHES IN ACCESSORY SPACES MATCH ADJACENT SPACES,UNLESS NOTED 111 0OTHERWISE. / 24 FURR OUT WALL TO CONCEAL COLUMN 24'-1 1)2" 24'-1 1/2" 20'-11" 5"H" 9'-I" 6'-4" 20'-11" E. PAINT ALL LEVEL GYP.WALLS P-01 THROUGHOUT,UNLESS NOTED OTHERWISE. 13'-10" =IMIII 32-8 F PAINT ALL GYP CEILINGS THROUGHOUT P-02.UNLESS NOTED OTHERWISE OF INTERIOR FINISH LEGEND PERMIT CODE PRODUCT DESCRIPTION REMARKS REVIEW SET CARPET - \ /� CPT-01 CARPET MANUFACTURER TBD C 0 �jJK , / (). STYLE �/ ! STYLE#. 1 1 IL • COLOR. COLOR# o© u© o© CJ© DDDD M© M©r. ` TYPE Oeoeo eo eoO eo O eo eo e�Q ' INSTALLATION\ \ \ 1, ,1 \ \ CONTACT �_ SI I l STORAG WiiIIIIIIISTAIR.Iry RESILIENT FLOORING IflIIIIIIIUP® OO© m RF-01 RESILIENT MANUFACTURER TBD 1114 1 110 FLOORING STYLE COLOR \ �. ©M CLASSROOM 1 TYPE'. ' 1102 I "411 • v, CONTACT o© ','Z m pI e° 000 a o© Eli CPT-0 RF-01I' MU RF-02 RESILIENT ,MANUFACTURER'.TBD _ JAPANESEBAPTIST CHURCH NAL CLASSROOM2 '!FLOORING STYLE. I103I COLOR MEN /- 5 © _ \ TYPE.SHEET 1104 I CONTACT ©• STORAGE F} RF-01 SPORT FLOORING TVP , 1107 I I 'I_ •I- I ' 8500 SW SPRUCE ST. SF-01 MANUFACTURER GYMNASIUM 2 \ — m A A \ STYLE TIOARD,OR 97223 NI e� C jai 0-- ail i RF-01 I '� I RF-01 �II CPT-01 �i I O COLOR. —u LJ FINISH' m - - 0 O V V - - I - - - - I m O CONTACT. _-- 11, GYMNASIUMCORRIDO'�OL.LJ m 1115 I /�- EI.�� 101 I m SF-02 MANUFACTURER' PLAY AREA ' STYLE ry BEI O- - - 111 I WOMEI.J • CLASSROOM 3 O -� \ \ LOR FO SH Errs 1 © 105' CONTACT pH".2) �p BA JANROR -�� - RUBBERB $ L - ��. 111:1- RB-01 RUBBER BASE MANUFACTURER FLEXCO =m O -coee i I It I:ESTRdQ •-I I', OSIZE.312 3S m J ■■■ p� COLOR7 a0 �./ r �_ �© CONTACT.CLARKE REELER .•7 S -I ,�In, �'f-��/MGM 1111 II e� _ (888)295-5241 C. _ O N n� ' \ RB-02'RUBBER BASE- MANUFACTURER'.FLEXCO TOILET ROOMS 'COLOR Infil 7 I e 4211©TVP. 'II'• O - CONTA I D \ CONTACT.CLARKE REELER • rn E)� LOBBYAlli (888)295-5241 DM 110 �" 1111 I RUP _ I RF-01 I CPT-01 PLASTIC LAMINATE PL-01 PLASTIC MANUFACTURER NEVAMAR VERTICAL REV DATE FILE 4 LAMINATE COLO SURFACES IllEn o 11121 OD 151-11 u .111111111 COLOR I ' CONTACT.NANCY GARMAN (650)207-7735 UM "rh e© LEr CTRI•'III� I. OO© PL-02 PLASTIC MANUFACTURER NEVAMAR •HORIZONTAL �� NU LAMINATE STYLE. ",SURFACES © I — 1113 WS �© TYP I, �.�iIIII I•' f COLOR' CONTACT- O CONTACT:NANCY GARMAN -..I _- 4 \ — / — \ \ (650)207-7735 O© �© O© �© I PAINT eo eo eo nu mo eo no P-01 PAINT MANUFACTURER TBD WALL FIELD COLOR p PLAY AREA COLOR.TOD rn `� ©© 1112 I ©© IO FINISH.EGGSHELL O MU ERA. © CONTACT 5 P-02 PAINT MANUFACTURER TBD CEILING COLOR, PIC RV \ \ _--- - - ---- O COLOR.TBD TYPICAL PM. MN Ii. ___G_ e— —ll FINISH EGGSHELL O �J ASO CONTACT. JC P-03 'PAINT MANUFACTURER'.TBD ACCENT WALLS DRAWN BY CR COLOR TBD A FINISH EGGSHELL JOB NO 140350 !/rC2 CONTACT. / P-04 PAINT COLORATBD MANUFCTURER TBD TOILET ROOMS DATE 4/08/2015 _ I�'� 31'-0'• / FINISH.DURA-PDXY CONTACT P-05 PAINT MANUFACTURER TBD -"DOOR FRAMES AND TRIM FINISHSEMI-GLOSS A2 ,1 0 Al FIRST FLOOR PLAN O FIRST FLOOR PLAN A2.10 1/8,1'S" 5 MGAKEYNOTES Q (NOT ALL KEYNOTES MAY BE USED ON THIS SHEET) FLOOR PLAN NOTES 1. 42'x50'(BETWEEN SIDELINES),STANDARD HIGH SCHOOL DIMENSION BASKETBALL A. COORDINATE WITH CHURCH FOR SECURITY ACCESS CONTROLS AND KEYING. MYHRE GROUP ARCHITECTS HALF COURT.HOOP AND BACKBOARD ASSEMBLY BY OWNER B. FOR SPECIFIC WALL ASSEMBLY INFORMATION,SEE G0.40. OM SW 5121Avenuo Si.Do Po..Oregon 7,204 2. CONCRETE WALKWAY,REFER TO CIVIL DRAWINGS l501731110:00 1603.230.1100 3. FOLDING PARTITION WALL,BY OWNER C. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS. ^^�� d n `, 4. WALL MOUNTED DRINKING FOUNTAIN,REFER TO PLUMBING DRAWINGS D. SEE Al2.10 FOR DOOR SCHEDULE. �fcN'D"RC`- 5. COLUMNS PER STRUCTURAL,WRAP EXPOSED COLUMNS WITH GYP. I B. DOWNSPOUT,CONNECT TO STORMWATER SYSTEM PER CML DRAWINGS E. SEE 60.50 SERIES FOR TYPICAL ADA REQUIREMENTS. (..;""e RAYMOND R. '�',� F. REFER TO DOOR AND WINDOW MANUFACTURERS'SPECIFICATIONS FOR ACTUAL Y EY 7. LINE OF ROOF ABOVE ROUGH OPENING SIZE. 12 8. LOW WALL TO UNDERSIDE OF STAIRS • /,4, i. 11 O9. PARTIAL HEIGHT WALL AT 42"A.F.F. G. DIMENSIONS TO DOORS AND WINDOWS ARE AT CENTERLINE OF UNIT. 'I '•,•' 10. WALL CENTERED ON GRIDLINE H. DOORS NOT DIMENSIONED TO BE LOCATED 6"FROM ADJACENT WALL. 91Z. IF OF oRcG� 11. FACE OF WALL TO ALIGN WITH GRIDLINE I. TYPICAL INTERIOR WALLS TO BE 0o U.O.N. 12. MOP SINK 13. WALL MOUNTED,ADA SINK TIEN[ammo.Apo TIE Rower,co r.m4E Man u•Corrotot Am IRE KIT 14. DOUBLE BOWL KITCHEN SINK FINISH FLOOR PLAN NOTES To no nonicoucoo od pun WM.. 15. CASEWORK "`a �'worm"'" 16. ADA TOILET,REFER TO PLUMBING DRAWINGS A. INSTALL ALL FINISHES PER MANUFACTURERS INSTRUCTIONS. 17. ADA GRAB BARS B. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES WHERE NOTED. 18. WALL MOUNTED,FOLD DOWN DIAPER CHANGING STATION PROVIDE FLOOR LEVELING,PER FLOOR MANUFACTURER PRE-APPROVED 19. LAVITORY SINK METHOD AND MATERIALS,AS REQUIRED TO INSURE PROPER INSTALLATION OF 20. WALL MOUNTED URINAL PRODUCT(S). 21. TOILET STALL PARTITION C. ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS SEPARATING ROOMS UNLESS NOTED OTHERWISE. O O O O D1 DZ OE F 22. LINE OF SKYLIGHT ABOVE 23. LINE OF WALL BELOW D. FINISHES IN ACCESSORY SPACES TO MATCH ADJACENT SPACES,UNLESS NOTED OTHERWISE. 111'-0" 24. FURR OUT WALL TO CONCEAL COLUMN / E. PAINT ALL LEVEL GYP.WALLS P-01 THROUGHOUT,UNLESS NOTED OTHERWISE. 24'-1 12' _ 24'-1 1/2' _ __ 20'-11' / 5'-6' / 9'-1' / 6'd' / - 20'-11' --/e 25. FLOOR ACCESS DOOR,ACUDOR FA-300,24 X 36 WITH SURFACE MOUNT OPTION F. PAINT ALL GYP CEILINGS THROUGHOUT P-02,UNLESS NOTED OTHERWISE. I I 15'-5' 31`I" PERMIT REVIEW SET ( ( c I I UM m m © _ _T 1051 e T O BO EU Eli _ 1 \ \ n\ © II \ t I ,�DN�� 2�1 r 1 \ v O I— 7 r -11 1'-T m 8B KI _ JAPANESE INTERNATIONAL N II L— 2 20'-8' ,it I. 5'-9' /// 13,� I BAPTIST CHURCH R TYP. \ \ O I- 1� 8500 SW SPRUCE ST. O \ \ - _ _ _. _ — — II, —_ — �\ -' \ TIGARD,OR 97223 O© II Elul II I 4::, MECH PLATFORM 4 I - I w A•l - � N / — I- - - L - - � - - - m 0 OPEN — — gin : `� \ \ 8 III PIM V — ®F / A • B � FUTURE 9 EIN 10 SECOND FL..• 4 —Z I f .• _ I___ _ / — 1201 _I'.. — !i >•1 illi Qo II ©TYP. / `. Z A m m ICY O - \ ,-‘-- - ®. MI\ UM REV DATE FILE R1 , BTAIR1 1 RF3 A 08/19/2015 PLAN REVIEW ISI-2Iin :Mil 2 . L Lill r i DN I UI O \ �\ 1301 eD 191 e� e0 T T T 16 -...... .•., ,. ......2•• Uf, ® a O—•---- 11 PIC: RY CI O \ \ L�f— J. — PM: MN 1 41- JC: O DRAWN BY:CR A JOB NO: 140360 m I DATE 4/08/2015 TO E o / 21'4 1/2' / 15'-6" 15'6" / !m oR s SECOND FLOOR PLAN O SECOND FLOOR r-Er 00 PLAN 0NO r 1 2 3 I 4 5 ROOF PLAN GENERAL NOTES MGA A. PROVIDE A MINIMUM 1/2 PER FOOT SLOPE ON CRICKETS AND A MINIMUM 1/4 PER FOOT SLOPE ALONG BASE EDGE OF CRICKET,TYPICAL. MYHRE GROUP ARCHITECTS B. COVER VENTILATION OPENINGS WITH CORROSION-RESISTANT INSECT Wiwe000,w3= 'V=,','`gr,, SCREENING C. PROTECT VENTILATION OPENINGS AGAINST THE ENTRANCE OF SNOW AND/OR GG�,`,D` RAIN.WHERE EAVE OR CORNICE VENTS ARE INSTALLED,INSULATION SHALL NOT �V C!. BLOCK THE FREE FLOW OF AIR. U4 7/ S ` RAYMONDR. D. PROVIDE VENTING FOR CONCEALED SPACES PER BUILDING CODE. W YM EY c4/ l2 7 E FINISHED ROOF ISA STANDING SEAM METAL ROOF WITH CONCEALED D • / 'oil FASTENERS WITH UNDERLAYMENT SYSTEM • 4,',,,,,1! 9 O OF OR�G MYHRE WIC,ARCII ECM WC ROOF LEGEND OO 0 OD D1 D2 OE OF LINE OF WALL BELOW / 0" / ROOF SLOPE DIRECTION 24'-1 1/2" 24'-1 1/2" 20'-11" 5'-6" 9'1" 6-0" 20'-11 / / / / / / / DS DOWNSPOUT 42-3" 20'8 / PERMIT REVIEW SET C © IL I KEYNOTES 0 TYP o r 1. SKYLIGHT-BRISTOLITE 4648-ALT-CM.U-FACTOR..57,SHGC..50,VTL.70%,CURB \� -DS ^DS DING MANUFACTURER. AND FLASHING BY METAL BUIL O \ \ \ 1��`'DS 2. STANDING SEAM METAL ROOF SEE A7.10 FOR FINISH INFO. - _-__-____ ___- T 3. METAL GUTTER,SEE A7 10 FOR FINISH INFO. - -_. - --- �� _ . I --- - I - I JAPANESE INTERNATIONAL __-- __.-. �.. _- - _ __ T I T E _T Il BAPTIST CHURCH I T _- I 1.1 ST O — DS — 8500IGARD SPRUCE 2 3 2 \ _ — Tb TIGARD,OR 97223 T - - T m m_ 1 - I_ _ _ L _ - 1 VW �i — 0 1 B W O TYP. IS / rC _ ...SLOPE _. ---- --- - O6;' t I + I 1 -- I Iri + -FI _ --._ -.__- -__ -._ TREV DATE FILE n HID 1 ODS o p s C w PIC. RY O I----- I PM. MN \ DS CS JC: 3 DRAWN BY CR A JOB NO, 140360 DATE. 4/08/2015 - / 63'-0" A2.50 ROOF PLAN C1.1) ROOF PLAN P 1 I 2 ) 3 I 4 5 NOTE:SEE DETAIL A4/A11.70 INSTALL PER NORTHWEST WALL AND CEILING CEILING PLAN NOTES MGA 1 AINFORMAND C5/ATION11.70 FOR ADDITIONAL BUREAU TECH BULLETIN 401 e•/'1'1X USE PINTO ATTACH COMPRESSION STRUT TO 1 12'#20 GA.METAL HAT CHANNEL / A. REFLECTED CEILING PLANS INDICATE LOCATIONS OF PRIMARY LIGHTING MYHRE GROUP ARCHITECTS 16'O.C. �� 45°OR LESS, •� OR LESS UNDERSIDE OF STRUCTURE.CLIP 8#12 i FIXTURES ONLY,ALL MECHANICAL AND FIRE SPRINKLER WORK TO BE DESIGN r"; ` BUILD.VERTICAL WIRE MAY BE USED. WALL FIXTURE SPECIFICATIONS AND EXACT LOCATIONS BY OTHERS. .� Pa .Onpal V204 1503.230.00:0 • DOUBLE 6"#20 GA.METAL FRAMING IFFA - 3/4'HEAVY TUBE COMPRESSION STRUT @ 12'-0' / _ wme noo 24"O.C.ALIGN AND FASTEN TO O.C.MAX.EA.WAY(6'-0'MAX.FROM WALLS)AS / _ B. ALL FIXTURES ICJiATED,UNLESS REQUIRED BV PREVAILING CODE TO MAINTAIN RAFTER ABOVE(NOT SHOWN FOR4,}11111111SiNo. PER(ASCE 7-02 SECTION 9.6.2.6)CEILING STRUTS I / '- ONE HOUR RATING OR NOTED OTHERWISE. D CLARITY) AO ELECTRICAL METALLIC TUBING S`�� �C r 1/2" TO 7-8' C. CONTRACTOR IS RESPONSIBLE FOR ALL ABOVE CEILING HANGER BARS, TRANSFORMERS,UNR HEATERS AND OTHER NECESSARY ACCESSORIES �, 3/4' TO 4'�' U RAYMOND R. 'C� 1' 70 6'-7• ATTACHED WALL MOLDING REQUIREMENTS REQUIRED FORA COMPLETE INSTALLATION IN COMPLIANCE WITH APPLICABLE W y EY (-] `� \45° R LESS CODES AND COORDINATED WITH STRUCTURAL ENGINEER. 45.OR LESS 1 1/4' TO 10'-0" 04. 2 '"3 i 1 12' TO 12'-11' / D. COORDINATE ALL EXIT SIGNAGE WITH FIRE,LIFE,SAFETY PLAN.PRIOR TO • / ,' D ��� / ORDERING OR INSTALLING.ALL EXITING SIGNAGE LOCATK)NS AND QUANTITIES '�4 �'#,•' 40, CROSS RUNNER / APPROVED BY LOCAL FIRE MARSHALL,VERIFY WITH ARCHITECT. #12 GA.SPLAY WIRES,IN PLANE WITH EACH WALL RUNNER,TO UNDERSIDE OF CONCRETE DECK +-��SPREADER BAR 9 OF oR�GO �� \ 6'#20 GA.METAL FRAMING 32'O.C. W/200 LBS.-RATED ANCHOR OCCURS EACH OR OTHER E. CENTER VANITY FIXTURE OVER LAVATORY,UNLESS OTHERWISE NOTED. ( SUITABLE SYSTEM ` COMPRESSION STRUT,12'-0'O.C.MAX.EACH REQUIRED TO F. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. DIRECTION,6'-0'MAX.FROM WALLS) 2"AfIN. �4 rr - KEEP PERIMETER ide4 / 5/8'TYPE')C GYP.BD.RETURN AT EDGE x INC- : v �7TN�° COMPONENTS G. CENTER LIGHTS IN SOFFITS,UNLESS NOTED OTHERWISE. 00...N.4%...1. MAIN BEAM;ALL MAIN BEAMS TO BE WALLSACNED FROM SPREADING Ill BE RIPROOLICED IN MY 1.04.11. 112'#20 GA.METAL HEAVY DUTY(HD) APART +wm+ua....ua.uo.,cn CHANNEL AT EDGES NOTE NOT SHOWN ARE#12 VERTICAL WIRES @ 4'-0'O.C.MAX.EACH WAY(8"MAX. UNATTACHED WALL MOLDING REQUIREMENTS FROM WALLS).ALSO NOT SHOWN ARE#12 WIRES @ EACH CORNER OF LIGHT FIXTURES DI METAL STUD CEILING FRAMING 03 ACT SUSPENDED CEILING BRACING A4.10 1'=1'-0' A4.10 NTS q CEILING PLAN LEGEND 0 O I O 8 DL ® 0 CEILING TYPE I 111'-0' _ GYP.BOARD CEILING.HEIGHT TO BEAT 8'-0"AFF,UON 24-1 12' f -- 24'-1 1/2' 20'-11' f 5'�' / f F-4' f 20'-11' 2'x 4'ACOUSTIC CEILING TILE GRID PATTERN PERMIT Q1 REVIEW SET C KEYNOTES O 1. OPEN TO STRUCTURE ABOVE O 1, 2. RATED CORRIDOR CEILING ABOVE,SEE FLOOR/CEILING ASSEMBLY FC2 1 \ \ �r•� �/ STORAGE ii OPENS RT2`r 3. FRAMED METAL SOFFIT PANEL BY METAL BUILDING MANUFACTURER. / COLOR'WARM WHITE' . ® I S2-1 4. SKYLIGHT CLASSROOM 1 I102I . 0'-0'AFF - 4 C JAPANESE INTERNATIONAL - _ - - I-. _CLASSROOM 2 BAPTIST CHURCH 4 I103I1. _ TVP. 1 1 1 A �� 110-0'AFF'�. �. _ -. O \ _ r BSOO SPRUCE TIGARD, OR 97223 STORAGE ., - ' CLASSROOM3. 1 105 1 GYMNASIUM CORRIDOR • [10'-0.#,J Jr' m I115I � '' .4 1101 J _ u _ _.-.. m Mg . . 4 VP TIFOPEN ,. WQMEN-.. __ - - _ l.1WI. kali B '4 '.r a= ES COFFEE BAR JANITOR -ESTROON lr 11011 1091 ' .1108[ . f . —' ErE 1 f pa-0'AIFT 1 E_ O J LOUNGE 111 _ .. _. --.110W"AFF I - - _ -__ _ _ __. -. _ REV DATE FILE R STAIR 1 Q 08/192015 RAN REVIEW $ OPEN IS1-1I • _ -°- / \ _—_. I__---.. — -. I __...—. .© .. .I... +I 'a-EC i �--'11 11,7 V, ,1 II I 7 ` r'�� 9m PLAY AREA _ I 110.-VAFFI PIC: RY ❑ O __ Q \ \ — I— aPM: MN 1 3 JC: DRAWN BY:CR E. A 140360 g DATE: 4/0812015 mE -§m a A4.10 FIRST FLOOR Al FIRST FLOOR REFLECTED CEILING PLAN O REFLECTED §; A4.'00 1/8-1'-0" CEILING PLAN yo • REFER TO 1 REFER TO WALL TYPES 2FINISH _ 3 (NOT ALL KEYNOTES MAY BE USED ON THIS SHEET) FLOOR PLAN NOTES 5 WALL TYPES FINISH SURFACE AT 2'-1• COUNTERTOP COV R REFER TO WALL TYPES )1 MGA BACKSPLASH ELEVATION KEYNOTES 1 2'-0' COUNTERTOP WITH / - g PLYWOOD 2'1• FINISH SURFACE AT 1. 42'x50'(BETWEEN SIDELINES),STANDARD HIGH SCHOOL DIMENSION BASKETBALL A. COORDINATE WITH CHURCH FOR SECURITY ACCESS CONTROLS AND KEYING. ,Y , -, EASED EDGE-OVER(2) BACKSPLASH PER f.-- COUNTERTOP OVER ' MYHRE GROUP ARCHITECTS LAYERS OF 3/4'PLYWOOD PLYWOOD HALF COURT.HOOP AND BACKBOARD ASSEMBLY BY OWNER INTERIOR ELEVATION B. FOR SPECIFIC WALL ASSEMBLY INFORMATION,SEE G0.40. su ,a o" / 8' - _ BACKSPLASH PER FASTEN CABINET TO WALL 2. CONCRETE WALKWAY,REFER TO CIVIL DRAWINGS• ����" • MIN .�'' INTERIOR ELEVATION < �� (PROVIDE BACKING AS C. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS. e P i� 3. FOLDING PARTITION WALL,BY OWNER PRE-FABRICATED SINK \ \ - - - - - REQUIRED) .�q d7� _f _ •, _Ili PER SPECIFICATIONS } "'I� 1 4 WALL MOUNTED DRINKING FOUNTAIN,REFER TO PLUMBING DRAWINGS D. SEE Al2.10 FOR DOOR SCHEDULE. ..N'D"RC %\P�-__ ` -[�'r BLOCKING AS REQUIRED i� ! 5. COLUMNS PER STRUCTURAL,WRAP EXPOSED COLUMNS WITH GYP. S� 42 \ / L :,mss) I E. SEE 00.50 SERIES FOR TYPICAL ADA REQUIREMENTS. CPSN' R. �',� FASTEN CABINET TO WALL F. DOWNSPOUT,CONNECT TO STORMWATER SYSTEM PER CIVIL DRAWINGS PREFABRICATED '' "-I R/ Y EY ri �, PROVIDE BACKING AS F. REFER TO DOOR AND WINDOW MANUFACTURERS'SPECIFICATIONS FOR ACTUAL SELF-RIMMING SINK PER ( ', 7. LINE OF ROOF ABOVE 2 5, '; SPECIFICATIONS REQUIRED) ROUGH OPENING SIZE. / 6. LOW WALL TO UNDERSIDE OF STAIRS • F�, ,_ D ! m _ _ _ _ m o VP O 111 INSULATE EXPOSED DRAIN lk DRAWER ON GLIDES G. DIMENSIONS TO DOORS AND WINDOWS ARE AT CENTERLINE OF UNIT. '. �".,GO4 Z - PIPE AND WATER SUPPLY 9. PARTIAL HEIGHT WALL AT 42"A.F.F. 10. WALL CENTERED ON GRIDLINE H. DOORS NOT DIMENSIONED TO BE LOCATED 6'FROM ADJACENT WALL. 9T.. o '4 MELAMINE AT ALL `•' '/�ADJUSTABLE MELAMINE �`�C+ Q QR INTERIOR SURFACES, 11. FACE OF WALL TO ALIGN WITH GRIDLINE OM3 R` N a Tr y 2X BLOCKING FASTENED I11 ' +I SHELF;PROVIDE 1'SHELF I. TYPICAL INTERIOR WALLS TO BE 0�U.O.N. a F' TO SIDE WALLS TYPICAL IF OVER 36"IN WIDTH, 12. MOP SINK z PLASTIC LAMINATE OVER TYPICAL. 13. WALL MOUNTED,ADA SINK 3/4"PLYWOOD; �� KNEE SPACE PER ii °f I-- ADA REQUIREMENTS ■ FASTEN CABINET TO WALL .„,,,,27„,,ZTO BE RE tn kV... REMOVABLE PANEL ' a +-� PROVIDE BACKING AS td. DOUBLE BOWL KITCHEN SINK L I FASTENED TO BLOCKING < o ( FINISH FLOOR PLAN NOTES •� \•� \ Jr REQUIRED) 15- CASEWORK 8" 9 WITH FRENCH CLEAT TOE-KICK ATTACHED TO BASE PER FINISH LEGEND 16. ADA TOILET,REFER TO PLUMBING DRAWINGS A. INSTALL ALL FINISHES PER MANUFACTURER'S INSTRUCTIONS. KNEE CLEARANCE I Jr BASE PER FINISH LEGEND MOVE WITH CABINET DOOR PER CODE MAX 17. ADA GRAB BARS DI VANITY SINK WITH APRON D2 TYPICAL BASE CABINET WITH ADA SINK D3 BASE CABINET WITH DRAWER 18. WALL MOUNTED,FOLD DOWB. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES WHERE NOTED.N DIAPER CHANGING STATION PROVIDE FLOOR LEVELING,PER FLOOR MANUFACTURER PRE-APPROVED A5.10 1,1'0" A5.10 1"=1'-0" A5.10 1..1'-0" METHOD AND MATERIALS,AS REQUIRED TO INSURE PROPER INSTALLATION OF 19. LAVITORY SINK PRODUCT(S). 20. WALL MOUNTED URINAL FINISH SURFACE AT C. ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF COUNTERTOP OVER V 21. TOILET STALL PARTITION DOORS SEPARATING ROOMS UNLESS NOTED OTHERWISE. PLASTIC LAMINATE PLYWOOD 22. LINE OF SKYLIGHT ABOVE COUNTERTOP WITH D. FINISHES IN ACCESSORY SPACES TO MATCH ADJACENT SPACES,UNLESS NOTED EASED EDGE-OVER(2) 23. LINE OF WALL BELOW LAYERS OF 3/4"PLYWOOD 2'-0" PROVIDE SUPPORT 24. FURR OUT WALL TO CONCEAL COLUMN OTHERWISE. PLASTIC LAMINATE OVER BRACKETS AS REQUIRED; E. PAINT ALL LEVEL GYP.WALLS P-01 THROUGHOUT,UNLESS NOTED OTHERWISE. 3/4"PLYWOOD; - - - - - - MIN 4'-0"O.C. 25. FLOOR ACCESS DOOR,ACUDOR FA-300,24 X 36 WITH SURFACE MOUNT OPTION REMOVABLE PANEL .� ! -�� A FASTENED TO BLOCKING / F. PAINT ALL GYP CEILINGS THROUGHOUT PQt,MESS 1Ot®®IMI®Mi/E WITH FRENCH KLEAT IN i� PERMIT BLOCKING FASTENED TOWALL REVIEW SET - FINISH FACE OF WALL Cc.._\_ _ _ _ _ -i PLASTIC LAMINATE OVER 3/4'PLYWOOD;FIXED I Ir PANEL FASTENED TO STRUCTURE ABOVE BASE PER FINISH LEGEND - CI VANITY SINK(PLAN)AT APRON C2 COFFEE BAR COUNTER JAPANESE INTERNATIONAL BAPTIST CHURCH 45.10 1'=1'-0' A5.10 1"=1'-0' O 0 8500 SW SPRUCE ST. / 20'11" 56' 1,7" TIGARD,OR 97223 21,7' • 5'-0'CLR 1 3'J'CLR 5'-10' T-0" MEN'S 1 X RESTROOM 'm 1 A G0. 104 B B C RRL,■A - I n _ _ Sg Zo r\ 1A " � lit Si.___ 0 . I I � I K I IV �T, H ' mPAi 1 0-• zi I A A '�fs 4 d STORAGE I I \ _ 107 i ® I 7� `G■ - \ •h REV DATE FILE r\:/, L© 4 A 08/19/2015 PLAN REVIEW 71 I SF-01 RF-01 4' I 0 m ��! � 0� z _ LTL, vLLL ILS_ 1- N rESTRO S 4 RESTROOOM B RRR7 1 X106 I\ -wYc' Bm p � O m •Io • j _ JANITOR l', R�FSTROOIJ.� PIC : RY ' ,I I1091 Ilosq 1 v - 88 PM: MN 1 'k�� /� A �\I 02 I • - A •T JC: 'rY✓ / .100 �' a U1 \ = DRAWN BY:CR n m LJ O 0 v S ".10 ''1' / m JOB Na 140360 A �� CO FFEE BAR v� m A 110 it -Lam`-(�_ -02 RF-01 DATE: 4/08/2015 11 •§m 1R C2 4A" / °_° A5.10 1Q / 7-4" 7-0" / 8 " / §, 11 Al FIRST FLOOR ENLARGED PLAN 0 ENLARGED A5 10 1/4I'-0" FLOOR PLANS h� "= No 4 I 5 MGA ELEVATION GENERAL NOTES A. SEE A2.00 SERIES FOR DOOR AND WINDOW LOCATIONS. MYHRE GROUP ARCHITECTS B. SEE Al2.00 SERIES FOR DOOR AND WINDOW TYPES AND SCHEDULE. w3 xsow rwazx wa w ,r1,44:, C. SEE A 2.50 FOR ROOF PLAN AND ROOFING INFORMATION. F 7 ® D1 OD C O O S��gEDARe�l ® U~ RAYMOND R. '�'�, W Y' LY n 4 �9 �z ° O ,/2" 12 T.O.ROOF(HIGH SIDE) KEYNOTES • q 1.� � 1 o� _ 2T-a' ocG -- __ ' © 1. CROSS,BY OWNER OF OrV r O 2. STANDING SEAM METAL ROOF-XRF-01 W.,,414C4,APCXRECTS NC HEAD HT. 3. METAL SOFFIT PANEL-XSP-01 ,rcce 7.07,7:1 m�,�,„EE Pn opoPw 7, __-- - - © 4. VERTICAL METAL WALL PANEL SIDING *o ee weonow=eo w.....ev c.ce� 19'-0' .00nw.�o..».w..Ao.nc..e<,s �111 1 5. HORIZONTAL METAL WALL PANEL SIDING XWP-01 NG TYP-%WP-02 2ND FLR/B 0 CANOPY 6 LOWER METAL ROOF-XRF-02 120. II O 7 METAL SOFFIT PANEL %SP-02 I HEAD HT0 s 8. EXTERIOR DOOR ASSEMBLY PAINT TO MATCH ADJACENT SIDING.TVP. 9 EXTERIOR ALUMINUM WINDOW ASSEMBLY -%AL-01 I.i, 10 METAL GUTTER-XMTL-01 \_.0, \ O O FIN FLR 11 DOWNSPOUT-%MTL-01 12 METAL CORNER TRIM-XMTL-01 C1 NORTH ELEVATION 13 SKYLIGHT,REFER TO ROOF PLAN FOR LOCATIONS PERMIT A7.10 1/8"=1'-0" 14. LOWER ROOF DOWNSPOUT TO TIE-IN TO DOWNSPOUT FROM MAIN ROOF REVIEW SET 15 EXTERIOR MATERIALS AND FINISH LEGEND CODE DESCRIPTIONDESCREMARKS AO OB C OD D1 D2 E F XRF 01 EL MANUFACTURER AMERICAN IPTION EAMERIICTAL OAN BUILDINGS ''.PROFILE.STANDING SEAM 360 _COLOR GALVALUME .XRF-02 ,DESCRIPTION. LOWER METAL ROOF PANEL MANUFACTURER'.AMERICAN BUILDINGS ,PROFILE.STANDING SEAM 360 '. 'I 1COLOR SURREY BEIGE (- '..XWP-01'.DESCRIPTION:VERTICAL METAL WALL PANEL O © MANUFACTURER'.AMERICAN BUILDINGS 12 COLOR SURREYSHADBEIGE/16 x 16 JAPANESE INTERNATIONAL 1/2XWP-02 DESCRIPTION.HORIZONTAL METAL WALL PANEL BAPTIST CHURCH ---- ------ T.O.ROOF(LOW SIDE) MANUFACTURER AMERICAN BUILDINGS I ', r 23'0" PROFILE'.LONG SPAN III 1 114 x 36 _ _ _ ___ COLOR.SLATE GRAY © HEAD HT XSP-01 'DESCRIPTION.METAL SOFFIT PANEL UNDERSIDE OF MAIN ROOF II 1g_p"� 'MANUFACTURER.AMERICAN BUILDINGS EAVES' 8500 SW SPRUCE ST. yl __ I O I j yol XSP 02 ,PROFILE. SOFFIT LINER COLOR'.SLATE GRAY TIGARD,OR 97223 ROOF j DESCRIPTION:METAL SOFFIT PANEL rUNDERSIDE OF LOWER ROOF _- -. , 1 i 8 r1 _ 5 - 2ND FLR/B.O.CANOPY PROFILEC SOFFIT AMERICANNER BUILDINGS r MANU COLOR.WARM WHITE T_ I 1 I I XMTL-01DESCRIPTION:METAL TRIM GUTTER AND DOWNSPOUTS, I II m HEAD HT 'MANUFACTURER:AMERICAN BUILDINGS ROOF EAVE FASCIA,CORNER _I COLOR.SLATE GRAY TRIM AND FLASHINGS - - I • XAL 01 '..DESCRIPTION.WINDOW FRAMES I I I MANUFACTURERj :MILGARD - �-- +-- -1 ..----0 (COLOR:ANODIZED BRONZE 00 5= 71 I J ` I FIN FLR d F_ \-0 7 4 m 4 BI SOUTH ELEVATION A7.10 1/8"=1'-0" 0 0 O 0 O O O O REV DATE FILE O 1 © T.O.ROOF(HIGH SIDE)s —� \\ /� N HEAD HT 11 1 I II I III T_O_ROOF(LOW SIDE) �% 28�-0��� 4 11 3 HEA 8-0.sPM MN 11 PIC'. RY -- I I I I li I --_ 0 JC DRAWN BY'.CR I I I © 2ND FLR/B.O.CANOPY = u 2ND FLR/B.O.CANOPY JOB NO'. 140360 A 4 _.__ 9 12'_p�� HEAD HT DATE a/oen0ls 4 11 j l J I L 1 HEAD HT.s III I �,' I I I I I I (_ 11 1-1-]' FIN FLR j FIN FLR A7.10 Al EAST ELEVATION A3 WEST ELEVATION ELEVATIONS A7.10 1/8"=1'-0" A7.10 1 I 2 I 3 4 I 5 GENERAL SHEET NOTES I'JIGA A. SEE A2.00 SERIES FOR DOOR LOCATIONS. MYHRE GROUP ARCHITECTS B. SEE Al2.00 SERIES FOR DOOR TYPES AND SCHEDULE. iWO w W 5In Mown,lemur i0ORM.....Pm. • 'j C. SEE G0.53 SERIES FOR TYPICAL ADA REQUIREMENTS. © KEYNOTES 'Stip�c4, Q S t O O E2 RAYMOND h Y R. '�',� 1. ADA TOILET,REFER TO PLUMBING DRAWINGS 10. WALL MOUNTED,FOLD DOWN DIAPER CHANGING STATION ' Y 9O EY liprr © o -11 O 2. TOILET STALL PARTITION 11. WALL MOUNTED URINAL • /�,, ', ;D O• \ , _ 3. ADA GRAB BARS,TVP. 12. MIRROR OO lbw © O OI ' ,11 4. SINK,REFER TO PLUMBING DRAWINGS 13. DOUBLE BOWL KITCHEN SINK '14'OFOX '(5_II F...."2 . 11115. WALL MOUNTED ADA SINK,REFER TO PLUMBING 14. 4'BACKSPLASH D OWINGS 15. CONTINUE CORRIDOR PARTITION TO ROOF DECK. 6. SURFACE MOUNTED TOILET PAPER DISPENSER PROVIDE DEFLECTION HEAD PER STRUCTURAL nes 00.0,002.ME nE PKVER,OfIMRE PROW oac•rEcr to.0 ARE ma, A B C A B 7. WALL MOUNTED TOILET SEAT COVER DISPENSER 16. COMBINATION PAPER TOWEL DISPENSER AND TRASH AP^1°VAL CP""'E O1MP"''"'T"' RECEPTACLE B. WALL MOUNTED PAPER TOWEL DISPENSER 2D1 INTERIOR ELEVATION AT RESTROOM 108 a D3 INTERIOR ELEVATION AT MENS RESTROOM 9. WALL MOUNTED HAND SOAP DISPENSER 17' BBD TOOISANBSULATION,R-12.CONTINUE FURRING AND GYP A9.10 1/4=1'-0' A9.10 1/4'=1'-0' S AND G S ' TAL AND G S •M TAL ROOFING ROOFING METAL STUD TOP TRACK/ METAL STUD TOP TRACK/ DEFLECTION HEAD DEFLECTION HEAD FIRE CAULKING,TYP. FIRE CAULKING,TYP. O 4 O I BATT INSULATION,PER •� 1g. BATT INSULATION,PER ® 0 "441111111111111%,1 `I_ 1 ASSEMBLIES SHEET G0.40 ASSEMBLIES SHEET G0.40 PERMIT ,,,....„ REVIEW SET \ 0 • 4 O ) 0 \ O II :2,:pLoAR:R.R,E.RTypE,x, VAPOR BARRIER, ..„ ® , ... ,,,, O ,■ , ,mil 0 ' � ,1 I /_ 5/B'TYPE'X'GYP BD EACH IMI ' GYP BD EACH SIDE SIDE al BATT INSULATION,PER ' BATT INSULATION,PER T3' 2'B' 30'CLR 1'-B' O O • O • ' .OR ASSEMBLIES SHEET G0.40 R ASSEMBLIES SHEET G0.40 MIN. A B ' STRUCTURAL TRUC EAGM ER ATROOF BEAM RESTROO ROOF - CI INTERIOR ELEVATION AT COFFEE BAR A. O INTERIOR ELEVATION AT WOMENS RESTROOM Q 2 HR FIRE BARRIER AT ROOF C5 1 HR FIRE BARRIER AT ROOF JAPANESEINTERNATpNAL A9.10 1/4'=1'-0' A9.10 1/4=1'-0' NV 112'=1'-0' A9.10 112'=1'-0' BAPTIST CHURCH G LAYERS H TYPE'X 01110 5/B'TYPE'X GYP BD EACH D. •Bt � GYP BD EACH SIDE METAL BATT INSULATION,PER METAL STUD BOTTOM 111 ASSEMBLIES SHEET G0.40 TRACK8500 SW SPRUCE ST. FIRE CAULKING TIGARD,OR 97223 METAL STUD BOTTOM i•/TRACK -�.- t FLOOR SHEATHING' FLOOR SHEATHING Ift FIRE CAULKING 0.1 STAIR TREAD .1.B Ih®�_ STAIROTHERS 4r"STRINGER,8V In Mr METAL STUD BLOCKING ES [ (2)LAYERS SB'TYPE'X PER STRUCTURAL 1011 UN 9 �' METAL STUD TOP TRACK/ '1 \\ BATT INSULATION,PER mm DEFLECTION HEAD `CEILING TILES III d WEN TILES ASSEMBLIES SHEET G0.40 FIRE CAULKING REV DATE FILE O O C OD D1 D2 E F Q 2 HR FIRE BARRIER AT SECOND FLOOR 85 1 HR FIRE BARRIER AT STAIR STRINGER 08,920,5 vIAI aEVEw RC1 11n'=1'-0' 59.10 1 1/2,1'-0• 12 ¢� i "-.1 . -__.:: _ - __ 1 - 5/B T/PE'X'GYP BD EACH 01 _ ,.-.4., _,- (2)LAYERS SIS'TYPE'X' ` - -"'_"' T.O.ROOF(LOW SIDE)S ' GYP BD EACH SIDE / SIDE 9 .10 ' BATT INSULATION,PER BATT INSULATION, IONEP 60.40 I, !!!� ASSEMBLIES SHEET 60.40 L-1 I A, METAL STUD BOTTOM MnAL STUD BOTTOM PIC: RY 0 TRACK g ` L�ija FCt PM: MN r 2ND FLOOR e . l ) I I I I I I I I : I I I I I l �� 1z-0•� JC: 111/ , f, FIRE CAULKING,TYP. I FIRE CAULKING,TYP. DRAWN BY:CR A - --.- ® JOB NO: 140380 m Al• _� DATE: 4A82015 iI d d d An ii 0 GYMNASIUM WV TORAGE WOMENS RESTROOM ORRIDOR _CLASSROOM 3 MilI FIN FLOOR a a it 1 R -- _ -- A9.10 §R I INTERIOR "1 Al BUILDING SECTION 2 HR FIRE BARRIER AT SLAB A5 1 HR FIRE BARRIER AT SLAB ELEVATIONS& 5s5.1 AB10 W 112'=1'-0. A9.1S 11n'=1'-0' BLDG. SECTION 6. 1 I _ 2 1 3 I 4 1 5 VERTICAL CIRCULATION NOTES MGA A. COORDINATE WITH CHURCH FOR SECURITY ACCESS CONTROLS AND KEYING. MYHRE GROUP ARCHITECTS B. FOR SPECIFIC WALL ASSEMBLY INFORMATION,SEE 00.40/ w •�» + ate E F Cr) 71,,,_ FC. SEESTRUCTURALDRAWINGS FORSTRUCTURALREQUIREMENTS.D. REFER TO A2.10 8 A2.11 FOR DOOR IDENTIFICATION,AND REFER TO A 12.10 FORDDOOR SCHEDULE. �C3��� �C(lraE. REFER TO DOOR AND WINDOW MANUFACTURERS'SPECIFICATIONS FOR ACTUAL RA47 Y MOND R.ROUGH OPENING SIZE. �,, •12 „,.3F. DIMENSIONS TO DOORS AND WINDOWS ARE AT CENTERLINE OF DOOR. • /�� ��D '8 •8,8' G. DOORS NOT DIMENSIONED TO BE LOCATED 8'FROM ADJACENT WALL. `9 �O. .� ------- 1 Z _ TR IM Tii ' L L 1 OF ORS r.,, -2 L KEYNOTES Q . IOWA WOMB ME OFF FROMM OF r'-1 1. LOW WALL TO UNDERSIDE OF STAIRS OOTO RE RFPRNYCED IN MY MAW., AMC./Cf Km.mo.mc.rocr. 2. DRINKING FOUNTAIN 3. STRUCTURAL COLUMNS PER STRUCTURAL ,-+ 4. (2)LAYERS TYPE'X'GYP.BD.FOR 1 HR RATING 5. 2•RIGID INSULATION,R-12.CONTINUE FURRING AND GYP BD TO SLAB A e �qA J I FC21 r� T.O.DECK 111 - _ TO.DECK } Ark _ _ _ IM I i7>yq441141.... // W V 0 ” o to - PERMIT T.O.LANDING REVIEW SET 6'312' } In C �5'-0'MIN ---- IFIM 1p y 0 T.O.LANDING acia hitm z / 11-0 1/18' F Wrf S IM Ilk I --_- T.O.SLAB IM _ - I T.O.SOLAR i - - CI STAIR 1 SECTION C3 STAIR 2 SECTION JAPANESE INTERNATIONAL BAPTIST CHURCH D2 OE OF D2 �0„1 9 _ 9 / 6'<• / 20'-11• / 6'd• i 20'-,1• 8500 SW SPRUCE ST. j I TIGARD,OR 97223 O1 STAIR 1 L c \ ISI-21 Ifi •\ STAIR2 K m\ ON 1S2-11 N n _ iii I _ C3 s_ 0,-\----- - DN U - .10.1. S' 11♦ �' 10.1. Y O 7 — K D LLI _ _ - \ 4'-9'LANDING 18 TREADS @,1'=18'$' / / / d 0 / 9 TREADS @ 11'=8'3' /LANDING 4'-7•/ CLR REV DATE FILE 91 STAIR 1 ENLARGED SECOND FLOOR PLAN OMI STAIR 2 ENLARGED SECOND FLOOR PLAN AL% STAIR 2 SECTION A 08/19/2015 RAN REVIEW i A10.10 1/4'=1'-0' lir 114•=1'-0' W AI0.10 1/4'=1'-0• 0 � D2 D2 O ''�'� O A Ui 8'<• / 20'-11' 8.4' / 412.1‘ 10 TREADS 11'=9'-2' /LANDING 4'-7' 3'-2 12' CLR \ 3 `4I I 0 ¢\ © PIC: RY 8 STAIR, UP-1-- r O _._.. _ _. -_ -- ��__._. _ ----- _. .._ _ A. \ PM: MN 1 IS1-1I I - a __ _ n JC: 1 c 0 �� \ Ij ,1 .\ _ STORAGE STAIR 2 DRAWN BY:CR A '8 I m\ RF-01 CONC 1112 _ 1 7 UP S2-i N .AalJOB NO: 140380 - ELECTRIC I103A) rcI 1 a C3 DATE: 4/08/2015 U 10.1. _ EE m C I \ 8� - I 10.1. 4r- 5,3 R O ________--___ _ __.._ —__-___ _-_-, __ _i, \ 18 TREADS 11'=16'43' / 1/7 LANDING/ A 10.10 • R' © / 13'-81/7 / © _ §F STAIR PLANS Al STAIR 1 ENLARGED FIRST FLOOR PLAN O A3 STAIR 2 ENLARGED FIRST FLOOR PLAN O AND iiE A10.10 1/4'=1,0' A10'° 1/4`1'.0 SECTIONS y 'n o 1 1 I I 1 2 3 4 5 DOOR - SCHEDULE FRAME WINDOW SCHEDULE GENERAL WINDOW NOTES: GENERAL DOOR NOTES: I\I1GA DOOR SCH -_ FRAME WINDOW SCHEDULE A. REFER TO WINDOW TYPES DRAWING FOR WINDOW OPERATIONS,SYMBOLS MYHRE GROUP ARCHITECTS DOOR• ROOM NAME - _ - HRDW FIRE DOOR SCHEDULE REMARK WINDOW TYPE _-__ -_- - -_.---: REMARK REFERENCE AND CONFIGURATIONS. A. COORDINATE REQUIRED UNDERCUT DOOR WITH THRESHOLD DETAIL,FIRE NUMBER WIDTH HEIGHT THICK'MAIL FINISH TYPE GLASS TYPE FINISH',GROUP RATING REFERENCE NUMBERS NUMBERS RATING,AND ROOM MAKE-UP AIR REQUIREMENTS. 21=7";271:M"'=,,,„°:=14 MATERIAL FINISH ' _____ - - -.- _- _-_ -___- B. ALL GLAZING TO BE CLEAR,UON. FIRST FLOORA ALUMINUM PREFINISH 1 B ENSURE PROPER INSTALLATION AND OPERATION OF DOORS AND HARDWARE ___- _ST._- -_- _ _ __T --_- - __ 1 STORAGE 3 0 7'-0' 1 3/4" SC PT 4 - KD PT 20 MIN. 2 - _---_---t---- --- ------ - - --------- C. WINDOW DIMENSIONS ARE NOMINAL OUT-TO-OUT FRAME WIDTH x HEIGHT. COMPLIANT WITH CURRENT ADA,ANSI,AND BUILDING CODE REQUIREMENTS. �q D d), _._ +_---J ._--_ i --_ r -. - -.- __- B ALUMINUM PREFINISH 1 N' `R ``.. 2 CLASSROOM 1 3,0" 7'-0' 1 3/4" SC PT 2 SG KD PT 20 MIN. 2 -- - - - - ---- ----- -- D. ALL EXTERIOR GLAZING SHALL BE THERMAL INSULATING TWO LITE WITH SPACE C. COORDINATE INSTALLATION OF HARDWARE WITH THE DOOR HAND.SEE S�� C`,f C ALUMINUM PREFINISH 1 ', v" 3 MEN S RESTROOM 3,0' ' T-0' 1 3/4 SC PT 4 - KD PT 20 MIN. 2 BETWEEN GLASS CITES FILLED WITH ARGON. DRAWINGS FOR DOOR SWING AND RELATIONSHIP TO FRAME. V RAYMOND R. r- 1 _- ___. -- - -.— --- - 7-0 SC PT 4 - KD PT 20 MIN. 2 _ D ALUMINUM PREFINISH 1 7 Y'k EY n 4 WOMEN'S RESTROOM 3 0 7'-0' 1 3/4' _ _ _ _ _ __ _ E. GLASS USED IN DOORS AND GLAZING LOCATED WITHIN A 24-INCH ARC OF THE D. PROVIDE MANEUVERING CLEARANCES AT DOORS AS REQUIRED FOR 5 CLASSROOM 2 , 3,0' 7'-0' 1 3/4' SC PT 2 SG KD PT 20 MIN 2 _- - --------- __ - -- 60-INCHESACCESSIBILITY COMPLIANCE PER FEDERAL AND STATE REQUIREMENTS _ ___ -L _.__ . _ .- _-.___-._. --_-- E ALUMINUM PREFINISH 1 NEAREST VERTICAL EDGE OF A DOOR AND UP TO ABOVE FINISH 2 - - _ _ FLOOR AND AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS • P. 6 CLASSROOM 3 3,0" T-0' 1 3/4" SC PT 2 SG KD PT 20 MIN 2 --- --� - -- -- -_---- - --__-- /,,r ; D - - ------ -- -7,0 ------ ------ - D -- - - -� - ------_---- -- F ALUMINUM PREFINISH 1 LOCATIONS SHALL HAVE APPROVED SAFETY GLAZING MATERIAL AS DEFINED E. GLAZING USED IN DOORS AND GLAZING LOCATED WITHIN A 24-INCH ARC OF 7 JANITOR 3 0 7'-0' 1 1 3/4" SC PT 4 - KD PT 20 MIN. 2 ---- ---- ---- - ---- REFERENCE PLANS FOR ALLFINISH _ _ r-____ -. _ __ j. _- - --------- ------- ---- - - By THE AUTHORITIES HAVING JURISDICTION. THE NEAREST VERTICAL EDGE OF A DOOR AND UP TO 601NCHE5 ABOVE -._--_ S - - .__ - _ �" 8 RESTROOM 1. 3 0 7-0" 1 3/4" SC PT 4 - KD PT 20 MIN. 1 2 G ALUMINUM PREFINISH 1 INSTANCES OF GLAZING NEAR DOOR SWINGS. FLOOR AND AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS '9J2,i L.vO --- ---- _- _--` -- LOCATIONS SHALL HAVE APPROVED SAFETY GLAZING MATERIAL AS DEFINED cc:: OF ORV 9 CLASSROOM 3 3 0 7'-0' 1 3/4" SC ' PT 2 1 SG KD PT 20 MIN. 2 - WINDOW SCHEDULE REMARKS: . --- --- -- --r -- - - +- - - -------- F. INSTALL TRANSOM AND RELITE GLAZING ON ROOM SIDE OF FRAME BY THE AUTHORITIES HAVING JURISDICTION. 10 ELECTRICAL 3'-0" 7'-0' 1 3/4 SC PT 4 - KD PT - 2 - -------- - ERIES THERMALLY- 11 STORAGE 6,0" _7'-0' 1 3/4"' SC PT._. I 1 I 5G KD PT 90 MIN, - 2 1 IMpROVOED ALUMINUM R OW SWENDOWS WITH AMBLY SHALL EMINIMUM U-VAMILGARD 920 LUE OF 0 65,MAXIMUM G. SINGLE SOURCE ALL WINDOW ASSEMBLIES EXCEPT FOR TELLER WINDOW F. INSTALL TRANSOM AND RELITE GLAZING ON ROOM SIDE OF FRAME,U.O.N. •,RE�aPMC°RFCTS NC t t - - - (PROVIDED BY DIEBOLD) THESE DRAWN.ARE m[PROPER,o< 12 LOBBY 6,0' 7'-0' 1 3/4"' SC PT 1 SG KD PT 90 MIN. 2 SHGC OF 0.50.COLOR TO BE BRONZE ANODIZED.WINDOWS ARE FIXED. MYHRE GROUP ARCHITECTSµ0 ARE HOT ______--__ _.___ --- - .----- ' G. INCHES DOOR BEVEL, O.N.BY HARDWARE TEMPLATE - --- - 1/41NCH IN 2EL UTo RE REPRODUCED 13 STAIR 2 3 0 1 7'-0' 1 3/4"I PT 4 - HM PT2 3 EXCEPT�TM TME PR MUTTER H. REFER TO ELEVATION SHEETS FOR HEAD JAMB,AND SILL DETAIL TAGS REQUIREMENTS. APPROVAL or MYHRE GAM,ARCHITECTS 14 GYMNASIUM 3,0" 7'-0' 1 3/4' PT 4 - HM + PT 2 3 15 CORRIDOR 6,0 7'-0' 1 3/4 PT 1 SG HM PT 2 3 H. IN OCCUPANCY GROUP'A'HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS'B,F,M AND S,'AND IN PLACES OF RELIGIOUS WORSHIP,THE 16 CORRIDOR 3 0' 7'-0' 1 3/4" PT 2 SG HM PT - ii, 2 3 EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH SECOND FLOOR KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED. --- - ---T ---- --- ---- ----- ---- ---- 1) THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, 17 STAIR 2 3 0 7'-0' 1 3/4" SC i PT 3 SG KD PT 20 MIN. 2 _ .--_— �__ ,_-__ _ --_-, 2) A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON 18 STAIR 1 3'-0" 7'-0' 1 3/4' SC PT 3 5G KD PT 20 MIN. 2 OR ADJACENT TO THE DOOR STATING'."THIS DOOR TO REMAIN UNLOCKED DOOR SCHEDULE REMARKS: WHEN BUILDING IS OCCUPIED."THE SIGN SHALL BE IN LETTERS 1-INCH ---- HIGH ON A CONTRASTING BACKGROUND 1. OCCUPANCY INDICATOR J. WHERE EGRESS DOORS ARE USED IN PAIRS,APPROVED AUTOMATIC FLUSH 2 PROVIDE CLOSER BOLTS SHALL BE PERMITTED TO BE USED,PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR 3 INSULATED METAL DOOR,MIN.U-VALUE 0.70. - SURFACE-MOUNTED HARDWARE. 4 OWNER PROVIDED DOOR HARDWARE SEE A3 883/ K. PROVIDE COUNTERSUNK,FLAT-OR OVAL-HEAD EXPOSED SCREWS AND BOLTS G0.30 FOR REQUIRED PANIC HARDWARE FOR EXPOSED FASTENERS U.O.N. LOCATIONS. PERMIT L GROUT GUARDS AT HOLLOW METAL FRAMES WELD GUARDS TO FRAME AT BACK OF HARDWARE MORTISES IN FRAMES SHALL BE GROUTED. REVIEW SET M. FLOOR ANCHORS AT HOLLOW METAL FRAMES.WELD ANCHORS TO BOTTOMS C OF JAMBS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR,HOWEVER FOR SLIP-ON GYPSUM FRAMES PROVIDE ANCHOR CLIPS OR COUNTERSUNK HOLES AT BOTTOMS OF JAMBS. N. DOOR SILENCERS.EXCEPT ON WEATHER-STRIPPED FRAMES,DRILL STOPS TO RECEIVE DOOR SILENCERS AS FOLLOWS.KEEP HOLES CLEAR DURING CONSTRUCTION. 1) SINGLE-DOOR FRAMES.DRILL STOP IN STRIKE JAMB TO RECEIVE THREE DOOR SILENCERS. 2) DOUBLE-DOOR FRAMES.DRILL STOP IN HEAD JAMB TO RECEIVE TWO DOOR SILENCERS. T. SINGLE SOURCE ALL DOORS AND FRAMES.ALL FIRE DOOR AND FRAME ASSEMBLIES SHALL BE PERMANENTLY LABELED. JAPANESE INTERNATIONAL U. TOPS AND BOTTOMS OF ALL DOORS EXPOSED TO WEATHER SHALL BE PAINTED. BAPTIST CHURCH - V. PROVIDE COMPLETE WEATHER STRIPPING AT ALL EXTERIOR DOORS. P W. EXTERIOR GLAZING SHALL BE THERMAL INSULATING. X. WHERE DOOR CLOSERS ARE PROVIDED,THEY SHALL BE ADJUSTED SO THAT 8500 SW SPRUCE ST. FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE TIGARD,OR 97223 1 / W / / W / / W / / W / DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN 6"�/ 6" 6" ,,,--6" 6"- , -,,4 -6" 6"-,/:!6' POSITION OF 70 DEGREES,THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. \ AA. DOORS WHERE HANDLES,PULLS,LATCHES,LOCKS AND OTHER OPERABLE r L PARTS ARE PROVIDED SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH II ® © VC' N ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING iv n OF THE WRIST TO OPERATE.OPERABLE PARTS OF SUCH HARDWARE SHALL BE J N. 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR.WHERE B N.i \r i i LOCKS ARE BEING PROVIDED ONLY FOR SECURITY PURPOSES AND NOT USED s= e_ FOR NORMAL OPERATION,THEY WILL BE PERMITTED AT ANY LOCATION. ,'R. ''a LI j. AB. REFER TO'WINDOW SCHEDULE'AND'WINDOW TYPES'DRAWINGS FOR F' ,I r INFORMATION CONCERNING GLAZING NOT SHOWN ON DOOR TYPES AND - T$ ,v-.r. M FINISH FRAMES'DRAWING ip FLOOR N. N. N. \ 1 2 3 4 DOOR&WINDOW OPERATION LEGEND: HINGE HINGE HINGE REV DATE FILE B2 DOOR TYPES SIDE y SIDE ~T ~ sIDE Al2.10 N.T.S. SWINGING(SINGLE) SWINGING(DOUBLE) FIXED WINDOW EQ �„ DOOR AND WINDOW SYMBOLS LEGEND -_- 1 _ 5-0" 3'0' 4'6' 2'-6" 3'-10" 2'-0" EQ EQ 6 EQ EQ EO / / © WINDOW TAG(SEE PLANS) ® SAFETY GLAZING �� ® ® ( XX DOOR TAG(SEE PLANS) FIRE RATED GLAZING I I n PIC'. RY .n ® ® u> © v ' III < ® III ® -- - v ALUM ALUMINUM MANUF. MANUFACTURER PM'. MN 0 0 0 0 0 0 II. it N. BO BOTTOM OF MTL METAL JC N. I L N. __ CLR CLEAR NTS NOT TO SCALE N. - -.- --- N. : II _1 - DO DOOR OPENING(NOMINAL) NR NO RATING DRAWN BY CR A N. - --_-- \ - FF FINISHED FLOOR OTO OUT TO OUT JOB NO 140360 FGL FIBERGLASS PH PREHUNG DATE. 4/08/2015 HT HEIGHT(NOMINAL) PT PAINTED HC HOLLOW CORE SC SOLID CORE HM HOLLOW METAL TO TOP OF A B C D E F G INSUL INSULATED GLAZING W WIDTH(NOMINAL) ,12.10 KD METAL KNOCK-DOWN WD WOOD DOOR&WINDOW Al WINDOW TYPES TYPES DETAILS Al2.10 NT.S. &SCHEDULES