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Plans (6) BUPAfivilhL,2U12 - 00060 RECEIVED MAR 2 8 2012 CITY OF TIGARD Schwindt Office !BUILDING DIVISION 11445 SW Summerfield Drive , Tigard , Oregon Abbreviations (NOTE: NOT ALL ABBREVIATIONS ARE USED) Annotation Symbols Building Code Summary Design-Build Notes Drawing Index ® At LAM. Laminated 304.1 BUSINESS GROUP B OCCUPANCY; PROFESSIONAL SERVICES, 1. DESIGN BUILD SERVICES TO INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: ABBR. Abbreviation L.F. Linear Test A.B. Anchor Bolt LAV. Lavatoryeet BREAK MARK DENTIST. - MANUFACTURER ROOF TRUSSES A.C. Air Conditioning LTG. Lighting - ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS A.D. Area Drain TABLE 503 TYPE VB (40 Fr. MAX. HEIGHT) N ADA American with Disabilities Act MFR. Manufacturer B 2 : 9000 2. DESIGN-BUILD SERVICES, DOCUMENTS AND PERMIT ACQUISITION SHALL BE ACT Acoustic Ceiling Tile MATL. Material PROVIDED ON A DESIGN-BUILD BASIS. DESIGN-BUILD SERVICES SHALL INCLUDE A.F.F. Above Finish Floor MAX. Maximum NORTH ARROW 04 ALT. Alternate MECH. Mechanical 506.1 ALLOWABLE AREA ALL REQUIRED DESIGN WORK TO IMPLEMENT THE ENTIRE DESIGN-BUILD o ALUM, Aluminum MEMS. Membrane Aa = 9,000 + (9,000 X .57) + (9,000 X 0) SYSTEM. N ev APT. Apartment MIN. Minimum = 14,130 SQ. FT. PER FLOOR N o w o MOD. Modified �� (SEPARATIONS; N: 85,33' E: 73' S: 94.25', W: 2.58'-11.67') 3. VERIFY CAPACITY OF ALL UTILITIES AND COORDINATE NEW EQUIPMENT B.O. Bottom of MTD. Mounted DETAIL TAG (F = 234 FT., P = 287.42 FT.) REQUIREMENTS AND LOCATIONS. N o BATHRM. Bathroom MTL. Metal A1.0 TYP. L o BD. Board 2. FINAL DESIGN, ENGINEERING AND SHOP DRAWINGS SHALL BE SUBMITTED TO ACTUAL AREA: 3 815 SQ. FT. `o ai BEDRM. Bedroom N North KASA ARCHITECTS, INC. FOR REVIEW PRIOR TO PROCEEDING. SHOP DRAWINGS 22 BLDG. Building NFPA National Fire Protection Association TABLE 601 FIRE-RESISTANCE RATING REQUIRED FOR VB SHALL INCLUDE ALL MATERIALS, CONFIGURATIONS, ATTACHMENT'S, AND FINISHES. BLKG. Blocking N.I.C. Not in Contract DETAIL TAGv E BM. Beam NO. Number A1.0 STRUCTURAL FRAME: 0 B.U.R. Built up Roof NOM. Nominal EXTERIOR BEARING WALLS: 1 HR. AT WEST WALL, 0 Demolition Notes E IL N o N.T.S. Not to Scale ELSEWHERE, SEE PLAN FOR ,_ o ,_ CAB. Cabinet0 LOCATION a N N N CALLS Calculations O.C. On Center INTERIOR BEARING WALLS: 0 1. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED C.H. Coat Hook OCC. Occupants/Occupancy t EXTERIOR NON-BEARING WALLS: SAME AS BEARING WALLS OF IN COMPLIANCE WITH GOVERNING REGULATIONS, COORDINATE WITH THE General CHP, Chapter O.D. Outside Diameter C A INTERIOR ELEVATION TAG INTERIOR NON-BEARING WALLS: 0 OWNER TO IDENTIFY ITEMS TO BE SALVAGED, STORED, REUSED, RELOCATED, OR • • CS COVER SHEET C.J. Control Joint OH. Overhead A1.o FLOOR CONSTRUCTION: 0 RECYCLED. C.L./CL Center Line OPP. Opposite ROOF CONSTRUCTION: 0 CCR. Clear CLG. Ceiling O.S.C.I. Owner Supplied Contractor Installed B 2. REMOVE ALL ABANDONED CONDUIT, CABLE, AND WIRE. CMI C.M.U. Concrete Masonry Unit P Paint 705.2 EAVE OVERHANGS DO NOT PROJECT MORE THAN ONE THIRD THE (01 101C1.0 GRADING & EROSION CONTROL PLAN COL. Column PF. Prefinished DISTANCE TO THE PROPERTY LINE NOR 12 INCHES INTO WHERE 3. COORDINATE SEQUENCING OF ALL REQUIRED UTILITY SHUTDOWNS. • 61 C1.1 DETAILS CONC. Concrete P.L. Property Line 4 OPENINGS ARE ELEVATION TAG PROHIBITED. • • C2.0 STORM DRAINAGE & UTILITIES PLAN 4. THE DEMOLITION NOTES IN THE DRAWINGS REQUIRE THE REMOVAL OF A CONN. Connection PLAM. Plastic Laminate A1.o • • C3.0 LAYOUT & PAVEMENT MARKING PLAN CONT. Continuous PLWD. Plywood TBL. 705.8 ALLOWABLE AREA OF UNPROTECTED OPENINGS BASED ON FIRE BUILDING ELEMENT OR SYSTEM OR A COMPLETE COMPONENT COMPRISED OF - CONTR. Contractor PR. Pair SEPARATION: MULTIPLE ELEMENTS. DISASSEMBLE AND REMOVE FROM THE SITE EACH ITEM CORD. Coordinate/Coordination P.T. Preservative Treated < 5 FEET NOT PERMITTED IN ITS ENTIRETY SO AS TO ACCOMMODATE THE INSTALLATION OF THE NEW CORRR. Corridor P.T.D. Paper Towel Dispenser 5 5 X < 10 10% WORK TO FOLLOW. Landscape C.P. Cement Plaster PVMT. Pavement 10 5 X < 15 10% • D.B. Desi • • T1.0 TREE PLAN CPT. Carpet SECTION TAG 15 5 X < 20 25% 5. KASA ARCHITECTS, INC, IS NOT RESPONSIBLE FOR LOCATING, IDENTIFYING, OR • • • L7.0 PLANTING PLAN C.S.O.I, Contractor Supplied Owner Installed R. Riser A1.o SPECIFYING MEANS OF REMOVAL OF ANY HAZARDOUS MATERIALS. • • L2,0 LANDSCAPE DETAILS CT Ceramic Tile RAD. Radius 20 S X < 25 45% CTSK. Countersink RB. Rubber 25 S X < 30 70% • L2.1 LANDSCAPE DETAILS • Design R.D. Roof Drain 30 = X UNLIMITED Project Information n Build REF. Reference DBL. Double REINF. Reinforced 705.11 PER EXCEPTION 1, PARAPETS ARE NOT REQUIRED UNLESS THE Architectural DEG. Degree REQ'D Required EXTERIOR WAILS ARE REQUIRED TO BE RATED. THIS PROJECT CONSISTS OF A SINGLE-STORY MEDICAL/DENTAL OFFICE THAT IS 01 1 01 Al SITE PLAN & DEMOLITION PLAN DEMO Demolish REV. Reverse/Revise a t ROUGHLY 3,815 SQUARE FEET IN AREA. THE EXISTING BUILDiNC, 17XISTING TREES • • A2 FLOOR PLAN EXTERIOR ELEVATIONS & DETAILS DET. Detail RM. Room T a WALL TYPE TAG D.F. Drinking Fountain R.O. Rauch Opening TBL. 803,9 INTERIOR WAIL AND CEILING FINISH REQUIREMENTS AND EXISTING PAVING WILL BE REMOVED IN ORDER TO ACCOMMODATE THE NEW • A3 ROOF PLAN & DETAILS DIA. Diameter R.O.W. Right of Way FLOOR/CEILING, ROOF EXIT ENCLOSURES: CLASS B (PER NOTE B) STRUCTURE AND AN EXPANSION OF THE PARKING LOT. • A4 SECTIONS & DETAILS DIM. Dimension CEILING ASSEMBLY TYPE CORRIDORS: CLASS B • A5 DETAILS D.P. Dimension Point S South R1 TAG ROOMS AND ENCLOSED SPACES: CLASS C SITE AREA: 15,176 SQ. FT. (0.348 ACRES) • A6 DETAILS DN Down SC Solid Core • A7 DETAILS & OUTLINE SPECIFICATIONS _ DS. Downspout S.D. Smoke Detector OOOA DOOR TAG 907.2.2 AN APPROVED FIRE ALARM SHALL BE INSTALLED IN ACCORDANCE LEGAL DESCRIPTION: TAX LOT 500, A PORTION OF LOT 17, WILLOWBROOK DTL. Detail SEC. Section FARM, SITUATED IN THE SOUTHEAST QUARTER OF DW Dishwasher SEP. Separation & 907.2.2 WITH NFPA 72. HOWEVER, THE COMBINED OCCUPANT LOAD FOR Structural DWG. Drawing S.F. Square Feet ROoOA RECITE TAG THE BUILDING IS LESS THAN 500, THEREFORE A MANUAL FIRE SECTION 10, TOWNSHIP 2 SOUTH, RANGE 1 WEST, DWR. Drawer SHT. Sheet ALARM IS NOT REQUIRED. WILLAMETTE MERIDIAN, CITY OF TIGAR). WASHINGTON 01 1 1 IS1 STRUCTURAL GENERAL NOTES SHTG. Sheathing ROOM COUNTY, OREGON • 1 1 IS2 FRAMING PLANS E East SIM. Similar NAME 1104.1 REQUIRED ACCESSIBLE PARKING: 1 SPACE (VAN ACCESSIBLE, 9 FT. • S3 STRUCTURAL DETAILS (E) Existing S.N.D. Sanitary Napkin Dispenser 000 ROOM NAME & NUMBER WIDE WITH SFT. WIDE ACCESS AISLE) ZONING: C-G (PD) • S4 STRUCTURAL DETAILS EA. Each S.O.G. Slab on Grade 0 x 0 COMMUNITY COMMERCIAL DISTRICT Erosion Control E.J. Expansion Joint SQ. Square 1 occ. (PLANNED DEVELOPMENT) / Inspections Required REVIEWED FOR ELEV. Elevation S R Shelf and Rod Ener Code Summa E.P. Electrical Panel S.S. Stainless Steel DATUM Energy CONSTRUCTION TYPE: VB, NON-SPRINKLERED EQ. Equal STD. Standard TT Gamact: Glean Water Servkee EQUIP. Equipment STL. Steel TBL. 502.1.2 BUILDING ENVELOPE REQUIREMENTS; ALTERNATE TO TBL. 502.2(1) CODE COMPLNCE E.W. Each Way STOR. Storage Q REVISION DELTA ROOFS U-0.048 (INSULATION ENTIRELY ABOVE DECK) BUILDING AREA: 3,815 SQ. FT. (503)681 4444 IA EXTR. Exterior SStructure/Structural WALLS U-0.064 SUSP,SP, Suspended (WOOD-FRAMED ABOVE GRADE) NUMBER OF STORIES: 1 InItlN inspection Prior TO FooWglmpwlbn. � F.C.P. Fiber Cement Panel SV Sheet Vinyl O KEYNOTE C-0,119 (BELOW GRADE) Final Erosion inspection Prior to Final OWk*V inspection. CITY OF TIGARO F.D: Floor Drain FLOOR F-0.730 (UNHEATED SLAB-ON-GRADE) HEIGHT: 21'-0" FT, Appy CJQ. [L_J� FDN, Foundation T Tread/Tall A WINDOW TYPE TAG Conditionally Approved.............. F.E.B. Fire Extinguisher on Bracket TBL. Table TBL. 502,2(1) BUILDING ENVELOPE REQUIREMENTS [ ]SeeLettetto:Follow,,,,,,,,,,,,,,,,,,[ �C�„ F.E.C. Fire Extinguisher in Cabinet TEMP. Temporary ROOFS R-20CI (INSULATION ENTIRELY ABOVE DECK) Project Team `1 F.F. Finish Floor T.G. Tempered Glass Attached,,,, ,[ ] FIN. Finish WALLS R-13 + R3.8CI (WOOD-FRAMED ABOVE GRADE) """""` T&G Tongue and Groove c� o m FIXT, Fixture THD. Threaded ( ) a 1f� c ) 9 ARCHITECT E:t 8 6N4,r` @ t. 3IIIFCT PetmttN bei: R-7.5CI BELOW GRADE KEVIN ANTHONY SAlt7QN "" FLR. Floor r KASA Architects, Inc. stale, Uf t Ir,goy t , Liar ;, 7L?Caally hod® A i l a l_ THK. Thick FLOOR NO REQUIREMENT (UNHEATED SLAB-ON-GRADE) �_. _ . _ , C F.O. Face of 4119 NE Cesar E Chavez Blvd, By: Date: r T.O. Top of �� DOORS U-0.70 F.O.C. Face of Concrete T.O.B. Top of Beam i, "II (I Portland, Oregon 97211 Conore4o and Bornlur In S' el • F.O.F. Face of Finish a ~ ' Phone: 503-284-6917 PORTLAN' T.O.C. Top of Concrete/Curb t11, REGON F.O.S. Face of Stud of Deckl' �, I + Fax: 503-284-6917 0 Dolts Installed in Concrete �r^� g T.O.P. Top of Plate # ;'r R n"?'r % `f""� .t'r I ;.•t' « General Notes contact: Kevin Saxton This permit does not authorizeth'viola�eafany 4 5 FRMG. Framin r �+ F,R.P. Fiber Reinforced Plastic P t, ": • , ,4i° 4` r r w� ;;,,, '!!', '+ , ,Y Special moment Concrete Frame rights of holders of private casements. p- �T�' T.O.W. To of Wall i a r � FT. Foot Feet PF3 , r" „ I ` aM f "° E-mail: ksaxton@kascpdx.co p 9 ark T.P.D. Toilet Paper Dispenser i,{; , ',i i" a s t" ' 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2010 OREGON P plicant is urged to concoct any such parties and OF l) FTG. Footing T.S. Tube Steel p ' ,: e1 i„ f ;, ,a',`I£ r :i & STRUCTURAL SPECIALTY CODE, BASED ON THE 2009 INTERNATIONAL BUILDING �8 RelnforaitxUStooplkPrastressangstaaBTendona FURR. Furrin r1 ryid v, ' CIVIL/LANDSCAPE STRUCTURAL securethierapprovalheforocommencingwork. 9 T.S.C.D. Toilet Seat Cover Dispenser �E11E i (. V n,y t Is u�` "eL� i CODE WITH CURRENT AMENDMENTS, CITY AND COUNTY ORDINANCES, AND Harper Houf Peterson Reghellis, Inc. tnaaturalwelding LIABILITY TSTAT Thermostat „ :: _ } APPLICABLE PLUMBING, MECHANICAL, FIRE AND ELECTRICAL CODES. 205 SE Spokane Street, Suite 200 Hi h Siren ht Bolting KASA GA, Gauge NP. T Typical „ ,, „:r „ v;t GALV. Galvanized Hot Dipped) yPtt Ils> `,,%t ' d t°rI Portland, Oregon 97202 g " g g The City of Tigard and its ( PP ) 2. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, KASA G.B. Grab Bar U.O.N. Unless Otherwise Noted ' tk l' E � ' ' , its ' " Phone: 503-221-1131 employees shall net be ,ao 4. �,I,r Fr, ARCHITECTS, INC. ISSUES, EXPRESSES OR IMPLIES NO WARRANTIES OR Structural G.C. General Contractor I "' ' «'h ' 4 CERTIFICATIONS. pdiscrepanciesarchitects, It1C. GL. Glass „i , + I Fax: 503-221-1171 responsible for VCT Vinyl Composition Tiletla +«' Evlh. Gypsum i«, contact: Ken Ackerman IReintarcedG sumCanareta which may appear herein. _ GYP. Gypsum VERT. Vertical �, f J r�„ i I tp( E-mail: keno®hhpr.com V.I.F. Verifyin Field Opf, 3. THE DRAWINGS & INFORMATION CONTAINED HEREIN ARE BASED ON DRAWINGS E Insulating Concrete Fill dEI,, usMamnti 4119 NE Cesar E. Chavez Ave. H.B. Hose Bibb VIN. Vinyl ♦ ? a PREPARED BY OTHERS AND INFORMATION GATHERED DURING SITE VISITATIONS. Address shall be posted HC. Handicap y � dL*'II > , EI Y ti ,r VERIFY ACCURACY OF EXISTING CONDITIONS & NOTIFY KASA ARCHITECTS, INC. El Spray Applied Fire-FleaQ¢tivo Materials Portland, Oregon 97211 ♦ �'HD. Head , Yr �, „` and visible from street. 503.284.6917 HDR. Header W Wide/West ♦ i. OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. A MINIMUM OF [ Pilings,Drilled Piers and Caissons vowW.kasapdx.com W.C. Water Closet �'i 7 FIVE (5) WORKING DAYS SHALL BE ALLOWED FOR A RESPONSE TO THE HDW. HardwareWD. Wood ,'� ♦ �I �i i I " DISCREPANCY WITH MODIFIED DESIGN INFORMATION. 0 Sholerote Final inspection approval is HM Hollow Metal WDW, Window ♦ ,I I = E �I ' required prior to Occupancy. HORIZ. Horizontal W.G. Wire Glass "' , �' C1 Special Grading, Excavation and Fill'sng q p p y' Sewhlndt HR. Hour a° ill 4. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS W.H. Water Heaters - - i.r TO DETERMINE ANY LOCATIONS. NOTIFY KASA ARCHITECTS, INC. OF ANY HT. Height yy/ With hi x' I,� l`S 1 EI Smoke-ControlSystoms Approved plans Medical/Dental HVAC Heating, Ventilating, and Air Conditioning W/0 Without +i r m DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. � P `fir o Shall be On job Site. • ♦ /' K V Q4her Ens ections TMAt y C� INFO. Information W.P. Water Proof -_,,_ -p Office INSUL. Insulation WRGB Water Resistant Gypsum Board hnn j_.,,, ♦ r* � L+ 5. COORDINATE EQUIPMENT LOCATIONS WITH OWNER PRIOR TO FINAL ROUGH-IN. - "'-" - INTR. Interior WT. W.W.F. Welded Wire Fabric ♦ g 1. FIE{il ,,, , it 6. PROVIDE FIRE EXTINGUISHERS IN LOCATIONS REQUIRED BY THE FIRE MARSHALL. APPROVED PLANS 11445 SW Summerfleld Dr. WHERE FIRE EXTINGUISHERS ARE SHOWN ON THE DRAWINGS, VERIFY LAYOUT INCLUDE UN-ATTACMIU OFFICE COPY JAN. Janitor! Tigard, Oregon JT. Joint XFMR Transformer WITH THE FIRE MARSHALL PRIOR TO INSTALLATION. , ,rSPECIFICATION BOOK g g ♦ ,., STRUCTURALCALCs KASA Prof # 1105 KIT, Kitchen ~ �" SITE 7. ALL GLASS AND GLAZING IN DOORS, ADJACENT TO LANDINGS, AND RAMPS, AND ,WTECHREPORT WITHIN 24 INCHES OF A DOOR SHALL BE SAFETY GLAZING. GLAZING IN ISCDOCUMENTS N INDIVIDUAL PANELS THAT ARE GREATER THAN 9 SQUARE FEET, HAVE A BOTTOM Permit Set:March 20,2012 Vicinity Map EDGE LESS THAN 18 INCHES ABOVE THE FLOOR AND A TOP EDGE HIGHER Not to Scale THAN 36 INCHES ABOVE THE FLOOR, AND WITHIN 36 INCHES HORIZONTALLY OF DEFERRED A WALKING SURFACE SHALL BE SAFETY GLAZING. EACH PANE OF SAFETY P111Spriame GLAZING SHALL BE IDENTIFIED BY A LABEL SPECIFYING THE LABELER AND THE roAl / SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES. FiMrs Al al 8. PROVIDE PERMANENT LABELS AT ALL ELECTRICAL PANELS AND CONTROLS, Plumbing "?�/ COVer Sheet MECHANICAL EQUIPMENT, SHUTOFF VALVES, AND FIRE CONTROL EQUIPMENT. 81e9trlcat Tru"Englttn i ft a1,4CS Shop Araw1 .... copyright KASA Architects,Inc.2012 Othot ��II, ..++. Jf . r GENERALNOTES WORK SHALL CONFORM WITH THE CITY OF TIGARD STANDARDS, THE INTERNATIONAL BUILDING CODE (18C), AND THE UNIFORM PLUMBING CODE (UPC). THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE COMPILED FROM AVAILABLE RECORDS AND /OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC INFORMATION SHOWN IS BASED ON SURVEY PERFORMED BY REPPETO & ASSOCIATES, INC. LAND SURVEYORS, DATED 8-10-11. BOUNDARY AND BASIS OF BEARINGS ARE PER PARTITION PLAT 1998- 128, WASHINGTON COUNTY PLAT RECORDS. cp D 5� 10 20 ELEVATIONS BASED ON WASHINGTON COUNTY BENCH MARK N0. 561. THE BENCHMARK FOR THIS 11 .f PROJECT IS A 1-1/2" BRASS DISK IN CONCRETE SIDEWALK AT THE NE CORNER OF 13 HIGHWAY 99W (PACIFIC HIGHWAY AND DURHAM ROAD, ELEVATION =190.990, NGVD 29 �� 1 O C' / SCALE: 1" = 10' DATUM. Qj �� / THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF DRS 757.541 TO 757.571. THE �- ��b - _ CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY A T LEAST 48 BUSINESS—DAY HOURS PRIOR TO EXCAVATING, BORING, OR POTHOLING. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS _ _ Ci �� 6• ®p �� G NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE d ��.� G T 6 OF ALIGNMENT CONFLICTS. I 187-2C _ ' 1� 1�6•'® 6C o o CD o w.. } PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE J AND PROTECT THEM DURING CONSTRUCTION. COORDINATE WITH ENGINEER/ARCHITECT. 1 EROSION AND SEDIMENT CONTROL NOTES: CTHE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL TG CHAPTER 52 STATE, � C C 1�6'g6 � � / EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOC CHA T , � Ar � / AND FEDERAL REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE �G / INSTALLED, INSPECTED, AND MAINTAINED PER THE EROSION PREVENTION AND SEDIMENT CONTROL 1•® ,� G �` / PLANNING AND DESIGN MANUAL, DECEMBER 2000. G THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, 17 �� 1• �0 15 AO AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CP 17 ��p� 1� 5 60 93 CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND 1� VEGETATIONILANDSCAPING IS ESTABLISHED. THE OWNER SHALL BE RESPONSIBLE FOR 15 MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL VEGETATION/LANDSCAPING IS ESTABLISHED. ry THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL 14 CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND •�� C SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE ' °g® WC APPLICABLE WATER STANDARDS. G � 12 I G �� THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE > oa CONDITIONS. DURING CONSTRUCTION PERIOD THESE ESC FACILITIES SHALL BE UPGRADED AS ,��6• - - 1.070 - �' , TG NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN fj87187.52 , ® �� 11 WATER DOES NOT LEAVE THE SITE. 17.02 6C p®p 5.go � DURING ACTIVE CONSTRUCTION, ESC MEASURES SHALL BE INSPECTED AND MAINTAINED DAILY BY ¢ AN EROSION CONTROL PLAN_MANAGER (SPECIFICALLY DESIGNATED BY THE CONTRACTOR) AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED EFFECTIVENESS. ESC MEASURES WILL C 15 ® •® 1 BE INSPECTED EVERY 2 WEEKS OR 24 HOURS FOLLOWING A RAIN EVENT OF 0.5 INCHES OR 14 GREATER, DURING INACTIVE PERIODS. THE EPCM SHALL INSPECT ALL EROSION AND SEDIMENT 16 CONTROLS AND COMPLETE AN INSPECTION LOG AND MONITORING FORM AFTER EACH INSPECTION. 65 �7 �7.�g 1 , �9 � ,�� AT NO TIME SHALL SEDI MEN T BE ALLOWED TO ACCUMULATE MORE THAN 113 THE BARRIER HEIGHT. 72 TC 1 UC1 e• � I STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND 1. MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO - 1 a ,t �. ... 7_ ®�s` INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT .® ��• SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. INLET PROTECTION MEASURES SI--IALL BE 1N PLACE DURING SAW CUTTING ACTIVITIES. i 16 LLJ ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE °® �� CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE STORM WATER / 187 � MANAGEMENT SYSTEM. 1�77� •�� gyp. 0 ��•00 6�' 1 PA VEMEN T SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. PROPOSED + SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1ST FOR EACH PHASE OF DENTAL OFFICE CONS TRUC TION. F.F.E. = 188.00 / PUBLIC STREETS WILL BE SWEPT DAILY, IF NECESSARY, TO ALLEVIATE SEDIMENT DISCHARGE TO 2. - THE STORM WATER MANAGEMENT SYSTEM. UNFILTERED WASH WATER CANNOT BE DISCHARGED TO / j STORM DRAINS. ,�� TEMPORARY GRASS COVER MEASURES MUST BE FULLY ESTABLISHED BY OCTOBER 1ST. FROM 1 / OCTOBER 1ST THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT FOR ANY EXPOSED SOIL OR SOILS NOT FULLY ESTABLISHED. SEE THE EROSION PREVENTION AND SEDI MEN T CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. ALL STOCKPILED SEDIMENT WILL BE COVERED WITH PLASTIC SHEETING AND ISOLATED WITH SILT FENCING OR CHECK DAM AT THE TOE OF SLOPE WHEN NOT IN USE. ALL 78 .79 �o.s6 - NEWLY EXPOSED SOILS WILL BE PROTECTED WITH AN ADEQUATE GROUND COVER AT THE END OF CONSTRUCTION EACH DAY. (STRAW, MULCH, COMPOST, WOOD CHIPS, PLASTIC SHEETING, ETC. .118 . CONSULT THE DETAIL SHEET IN THE PERMIT OR THE MANUAL FOR SPECIFICATIONS). — -`---- — — 92 1 THE CONTRACTOR SHALL NOT REMOVE ESC MEASURES UNTIL VEGETATION IS FULLY ESTABLISHED AND INSPECTOR HAS APPROVED VEGETATION GROWTH. 191 IN AREAS SUBJECT TO SURFACE AND-AIR MOVEMENT OF DUST, WHERE ON-SITE OR OFF-SITE DAMAGE 1S LIKELY TO OCCUR, ONE OR MORE OF THE FOLLOWING PREVENTATIVE MEASURES SHALL �� BE TAKEN FOR DUST CONTROL: � architects, Inc. A. MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH RAND OTHER 41Ave. TEMPORARY STABILIZATION PRACTICES H A GROUND OV MPORA Y TA � _ _ _ 1 Portland, Oregon a9721 1 v 503.284.6917 B. THE SITE IS SPRINKLED WITH WATER UNTIL SURFACE www.kosapdx.com S. W. DURHAM RD. IS WET. REPEAT AS NEEDED TO PREVENT THE CARRY a OUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE DETAILS. Clndt C. SPRAY EXPOSED SOILS WITH A DUST PALLIATIVE. NOTE, Medical/Dental GRADING & EROSION CONTROL CONSTRUCTION NOTES PA VI NC USED OIL IS PROHIBITED AS A PALLIATIVE. PRE—PAVING AS—BUILTS SHALL BE SUBMITTED TO THE CITY OF VANCOUVER Oct 10 INSTALL CONSTRUCTION TEMPORARY ENTRANCE PER DETAIL, SHEET C1.1. WET WEATHER EROSION CONTROL STOCKPILES THAT WILL BE EXPOSED FOR MORE THAN 14 DAYS SHALL BE PROTECTED WITH 11445 SW Summerfield CONSTRUCTION OFFICE AND CITY INSPECTOR FOR STORM SEWER PRIOR TO PAVING. CDINSTALL SEDIMENT CONTROL FENCE PER DETAIL, SHEET C1.1. ON OCTOBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND PLASTIC SHEETING OR WITH A TEMPORARY GROUND COVER USED IN CONJUNCTION WITH Drive PAVING WILL NOT BE ALLOWED DURING WET OR COLD WEATHER, PER W.S.D.O.T. COVER VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC TEMPORARY/PERMANENT SEEDING. STOCKPILES THAT CONTAIN ONLY STRIPPINGS SHALL BE INSTALL TREE PROTECTION FENCE PER DETAIL, SHEET C1.1. SPECIFICATIONS. EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE IMMEDIATELY COVERED WITH PLASTIC SHEETING: SEDIMENT FENCES SHALL BE PLACED AT THE TOE Tigard, Oregon 12 CDCONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION OF SLOPE OF ALL STOCKPILES. KASA PrOj # 1105 ALL PAVEMENT SHALL BE STRAIGHT CUT PRIOR TO PAVING. EXISTING PAVEMENT T AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL CHAPTER 4 FOR REQUIREMENTS). FOR (�DSAWCUT EXIST. PAVEMENT AND MATCH EXIST. GRADE. SHALL BE REMOVED AS NECESSARY TO PROVIDE A SMOOTH TRANSITION FOR BOTH SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED 1N ALL AREAS EXPOSED TO �® �� Sire Permit:March 5,2012 O14 CONSTRUCT WALL ALONG EDGE OF SWALE. RIDE AND DRAINAGE. WATER INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACEDH �� PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND I NE /® ALL RIMS COVERS AND FRAMES SHALL BE ADJUSTED TO FINISH GRADE UNLESS SPECIFICATIONS FOR .MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY HP � t�,� 42 �� - 15 CONSTRUCT CURB PER DETAIL, SHEET C1.1. erg '. OTHERWISE NOTED. THE ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED DISTURBED } 16 CONSTRUCT SIDEWALK PER DETAIL, SHEET C1.1. OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND APRIL 30TH, THE PLAN SHALL BE f X Inc. f - •' OREGON REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND. AS DIRECTED BY THE ENGINEER AND ' CiDCONSTRUCT PERVIOUS CONCRETE PAVERS PER DETAIL, SHEET C1.1. THE CITY INSPECTOR. PRIOR TO NOVEMBER 1ST OF EACH YEAR, WET WEATHER MEASURES SHALL �� FAr -0 �� 5 BE INSTALLED AND FULLY FUNCTIONAL. �``��y 1 s, ``� 4/CHAE1- EROSION CONTROL 1 CONSTRUCT BOULDER RETAINING WALL, BOULDERS SHALL NOT BE PLACE WHERE 205 SE Spokane Street, Suite 200, Portland,OR 97202 PLAN HEIGHT IS MORE THAN 3 FEET ABOVE GUTTER ON DURHAM ROAD phone: 503.221.1 131 wwtiw.hhpr.com fax: 503.221.1171 XPIRES: 12-31-13 copyright KASA Architects,Inc.2011 HINGED DEFL EC TOR TO 8" MINIMUM GROWING MEDIUM FACILITATE CLEAN-OUT RIM I' MIN. DIST. FROM TREE EQUAL TO I' FOR EACH 1" CAL. DBH, 450 BEND FILTER FABRIC MATERIAL 36" WIDE ROLLS OR AS SHOWN ON PLANS X � GRATE EL EV. 2 1v M A (SEE GRADING PL AN) a USE STITCHED LOOPS OVER L ► w ORANGE POLY FABRIC MESH "" 2x 2POSTS TO BE - I- FENCING ON STEEL POSTS _ INSTALLED ON UPHILL SIDE TO FORM CONTINUOUS SIPHON i OF THE SLOPE q o FIL TER PROTECTIVE BARRIER _- 6' MAXIMUM SPACING FABRIC AROUND TREE(S) _ MA TERIAL =- oC o 72" MAX. MIN. 24" X 24" X 42" FRONT VIEW I �o z 24 11 "L YNCH" CA TCH BA SIN, OR N.T.S. �v I FIL TER FABRIC MIN APPROVED EQ UA L i 12" DRAIN ROCK 4 ANGLE BOTH ENDS OF FILTER PRECAST CONCRETE WEIGHT OR FABRIC FENCE TO ASSURE SOIL STEEL BRACKET ANCHORING IS TRAPPED NOTES:', SIDE VIEW UNDISTURBEDSYSTEM AS REQUIRED G MAINTAIN FENCE FIRMLY VARIES ERECT N.T.S. EXISTING GRADEa FOR DURATION OF PROJECT 1. SWALE TO HAVE ESTABLISHED VEGETATION PRIOR [ TO PAVING. TEE, WYE, OR 450 BEND INTERLOCKED TOP VIEW 9 a 2. PLANT SWALE AND POND PER LANDSCAPE PLANS. USE PIPE MANUFACTURES ADAPTER CONNECTOR OR N.T.S. ° TEE OR W YE FERNCO" FL EX/BL E COUPLING WITH STAINLESS 2"x 2" POSTS STEEL CLAMPS OR APPROVED EQUAL. AND ATTACH SEDIMENT CONTROL F CE TREE PROTECTION FENCING DETAIL INFILTRATION SWALE TI L CROSS SECTION I.E. (SEE PL AIV') � �C� BASIN N.T.S. N.T.S. N.T.S. 01 P P PC N O 01- P 3 1/8"X8"X8" PERVIOUS CONCRETE PAVER I 3/4" R 699 EDGE CUR® ,®INT 9 RADIUS = 25' MIN. 3 3/" = 4" CHOKER AGGREGATE 5 MIN. SEE NOTE 5 ROW _ a9 CLEAN PIT RUN OR 3"— 6" CLEAN ROCK G�4�� 8 112" DRAIN ROCK (30-40,% VOID SPACE)—,--4 6'' -__ �- /� DRAINAGE BLOCKOUT 27* ..b.:o :�• e��q�N�SSI' 3 I.D. SCHEDULE 40 ROAD I' SUBGRADE REINFORCEMENT ��G� � GEOTEXTILE FABRIC NON—WOVEN DWV (ABS OR PVCRN GEOTEXTILE, AS REQUIRED P' (MIRAFI 180N OR EQUAL) ---- - _ PIPE COUPLING _ =_- - 8„ MIN- DEPTH DEPTH 12" FULLY COMPACTED SUBGRADE - --------- 16 „ OF 3/4--0- BASEROCK *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL NOTE: (95.% COMPACTION-MAX DRY DENSITY COMPACTED SUBGRADE CHOKER AGGREGATE SHOULD BE A 3/8-INCH ASTMD 1557) GRAVEL CONSTRUCTION TO 3/4-INCH UNIFORMLY GRADED CRUSHED ENTRANCE CURB RAMP ROCK OR CRUSHED GRAVEL WITH AT LEAST SIDEWALK ADJACENT TO CURB TWO MECHANICALLY FRACTURED FACES. PAVEMENT _ 1 CSS CONCRETE PAVERS SE 5' MIN. ROW P9 <— _-..s- —ter:- r i_"—_ '. __' .' •f_~- - 9N. T.S. - 2 ROA® NOTES: N 0 TE : 2" OF 3/4"-0` BASEROCK 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF COMPACTED SUBGRADE SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT=OF— WAY. 1. TRAVERSE EXPANSION JOINTS TO DE PROVIDED AT EACH POINT OF TANGENCY 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING SIDEWALK AWAY FROM CURB THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TO A MAXIMUM OF 20 FT. NOTES: 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER iS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 2. TRAVERSE EXPANSION MATERIAL TO HE PPE—MOLDED NON-EXTRUDED MATERIALFILTERING SYSTEM. architects, Inc. 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 2B DAYS, 6 SACK MIX, SLUMP RANGE 5. DIMENSIONS WITH A INUMUM THICKNESS OF 1/2". OF 1-1/2" TO 3�'. SINGLE FAMILY 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. y 3. TRAVERSE CONTRACTION JOINTS TO BE SPACE® NOT MORE THAN 10' FEET APART COMMERCIAL � 4119 NE Cesar E. Chavez A\ 2. PANELS TO BE 5 FEET LONG. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION Portland, Oregon 97211 WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE 503.284.6917 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER www.kasapdx.com �. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 2S DAYS. UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. SERVICES EROSION PREVENTION AND SEDIMENT CONTROL 6. DRAINAGE ACCESS THROUGH NEIN CURBS SHALL BE PLACED A MIN. OF 2 FEET PLANNING AND DESIGN MANUAL. Schwindt AND MAX. OF 3 FEET FROM PROPERTY LINES. �. FOR SIDEWALK ADJACENT TO THE CUR® AND POURED AT THE SAME TIME AS THE CURD, THE JOINT BETWEEN THEM SHALL DE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. Medica!/Dental 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CONSTRUCTION ENTRANCE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. CleanWater Sem es Office OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. Detail Drawing 855 REVISED 12-06 Our commitment is Tar. 11445 SW Summerfield 6. DRAIN BLOCKOUTS IN CURDS SHALL DE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER Drive SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED Tigard, Oregon OVER PIPE. KASA PrOj # 1105 APPROVED BY: NO SCALE APPROVED BY: NO SCALE Harper ��p PRp,�� Sire Permit:March 5,2012 ENGINEERING DEPARTMENT AGUSTIN P. DUENAS ENGINEERING DEPARTMENT AGUSTIN P. DUENAS a�°�� I N E CITY ENGINEER TA N DA R D CURB DWG. NO. CITY ENGINEER C 0 N C R ET E DWG- N0. G 13125 S.W. HALL BLVD. 13125 S.W. HALL BLVD. �C? 1 TIGARD, OREGON 97223 TIGARD, OREGON 97223 HP Houf Peterson ,424 y -._. VOICE: (503) 639-4171 JULY 200 VOICE: (503) 639-4171 JULY 2001 FAX: (503) 684-7297 125 FAX: (503) 684-7297 SIDEWALK CITY OF TIGARD CITY OF TIGARD 120 _ OREGON APPROVAL DATE OREGON APPROVAL DATERighellis -tnc. _ OREGON 16, (P C \ P� DETAILS HAE 205 SE Spokane Street, Suite 200, Portland,OR 97202 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.201 GENERAL T - i WORK SHALL CONFORM WITH THE CITY OF TIGARD STANDARDS, THE INTERNATIONAL BUILDING CODE (IBC), AND THE UNIFORM PLUMBING i CODE (UPC). THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE - _ _ FIRE HYD " 78 PSI COMPILED FROM AVAILABLE RECORDS AND /OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR f i THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC INFORMATION SHOWN IS BASED ON SURVEY PERFORMED BY HHPR 013 D 5 10 20 ELEVATIONS BASED ON CITY OF WASHINGTON COUNTY BENCH MARK NO. 486. THE BENCHMARK FOR THIS PROJECT IS BRASS DISC. LOCA TED IN SCALE: 1" = 10' THE NORTHWEST CORNER OF HWY. 99 BRIDGE OVER R X R TRACKS AND COMMERCIAL ST. NORTHWEST CORNER OF SAID BRIDGE 2 FEET NORTHWEST OF A BRASS DISC MARKED "TIGARD 1946". ELEVATION = I ---: 17193.968 THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571, THE CONTRACTOR SHALL NOTIFY EACH - UNDERGROUND UTILITY AT LEAST 48 BUSINESS—DAY HOURS PRIOR TO -_ EXCAVATING, BORING, OR POTHOLING. ALL UTILITY CROSSINGS SHALL I BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OF ALIGNMENT CONFLICTS. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. COORDINATE WITH ENGINEER/ARCHITECT, I STORM DRAINAGE STORM DRAIN PIPE, BENDS, AND FITTINGS SHALL BE PVC (ASTM 3034, SDR 35 OR C-900) OR SMOOTH INTERIOR HIGH DENSITY POLYETHYLENE / CORRUGATED PIPE AS PRODUCED AND SPECIFIED BY ADS, PRODUCT / NAME N12(TM), OR EQUIVALENT. UNLESS OTHERWISE SPECIFIED ON PLANS. PRIOR TO TESTING AND INSPECTION OF THE STORM SYSTEM, ALL PARTS OF THE SYSTEM SHALL BE CLEANED OF ALL DEBRIS. 3 I TESTING OF STORM PIPELINE SHALL BE IN ACCORDANCE WITH CITY OF TIGARD REQUIREMEN TS. 187 WATER N 0 TES 2 39 LF S = 2.0% ALL PIPE SHALL HAVE 36" MINIMUM COVER MEASURED FROM FINISH GRADE. @5 86.7 LF ®1 6" PVC PIPE �l ALL WATER LINE WORK IN PUBLIC RIGHT—OF—WAY, INCLUDING METER BUT EXCLUDING WORK ON THE BACKSIDE OF THE DOMESTIC METER, L E. IN 186.87 SHALL BE CONSTRUCTED BY THE CITY OF PORTLAND AND COORDINATED I.E. OUT = 186.00 _ BY THE CONTRACTOR. UPON COMPLETION OF THE INSTALLATION OF S = 1.0% THE WATER SYSTEM ALL LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMANCE WITH HEALTH DIVISION GUIDELINES AND CITY PROVIDE CLEAN OUTS PER PLUMPING CODE I REQUIREMENTS. THE CONTRACTOR SHALL TEST ALL LINES PER THE CI TY REQUIREMEN IS. Wwre ,: o a. MR WFAW PRIVATE DOMESTIC AND FIRE SERVICE LINES 3 1/2" OR SMALLER SHALL / I BE TYPE K COPPER OR SCHEDULE 40 PVC, LINES 4" OR LARGER TO BE CLASS 52 D.I. PIPE OR PVC PRESSURE PIPE (C-900 CLASS 150) ALL WATER PIPE SHALL COMPLY WITH CITY OF TIGARD, AWWA, AND UL STANDARDS. / 187 SANITARY SEWER / all SANITARY SEINER PIPE SHALL BE PVC 3034 SDR35, CONCRETE ASTM C14, OR APPROVED EQUAL. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH. CITY OF TIGARD STANDARD SPECIFICATIONS. ADJUST 5 42 LF MANHOLE AND CLEANOUT RIMS TO FINISH GRADE. PROPOSE® �� 6" PVC PIPE / DENTAL OFFICE RIM = 186.87 MI SG. U TI LI TIES / I.E. IN = 186.21 4 I.E. OUT = 156.00 ELECTRICAL, TELEPHONE, GAS, AND TV SERVICE SHALL BE COORDINATED S = 0.005 BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY. 189 COORDINATE LOCATION WITH OWNER / / FIRE HYD 90 PSI 92 a architects, inc. -, „ _.-- _-__. . __ __ __ .:: _:.:_ - - _ _-- -_ _ __ _. -. __ _ - Oregon a9721 1 v 4119 NE Cesar Portland, 543.284.6917 // www.kasapdx.com SO I / 4 DURHAM RD. ClNlnt Medical/Dental Office 11445 SW Summerfield Drive Tigard, Oregon GuNSTRU' '(03-17"ON T KASA Prof # 1105 OCONSTRUCT INFILTRATION SWALE. SEE DETAIL ON SHEET C1.1 �RQ� Sire Permit:March 5,2012 CsINE �® INSTALL 4" SANITARY SEWER LATERAL HE Houf Peterson � w yY ,424 3 CONNECT SANITARY SEWER LATERAL TO EXISTING PIPE WITH CLEAN OUT, lE = 179.7+f—. Rirhelfis 16, STORM DRAXNAGE OREGON _ 4 INSTALL AREA DRAIN. SEE DETAIL ON SHEET C1.1UTILITIES /CHAE1- INSTALL STORM SEWER PIPE. 205 SE Spokane Street, Suite 200, Portland,OR 97202 PLAN phone: 503.221.1 131 Www.hhpr.conl fax: 503.221.1 171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.2011 4" WHITE STRIPE ---- __ (TYP.) � 24" 0.C. 3 (TYP.) - 0 5 10 20 g r- " _ .q / SCALE. 1 10CL z J Ct --- --- - __ -- _ - ---- -- -- -- r- - - - --- - cL 4" WHITE _ STRIPE (TYP.) LO- ---- cd _- ---- 0 6.00 Ln7.75' 5.z0 _ 4 - C CC C - I C C C / - : 45' 6.00 PER PLAN (5' MIN) 3.00' R = 2.60' R L CD ACor-QSIBLE STALL STRIPING 0-) CD / s F-- o N.T.S. N N CD N 2" 10.5'7 ri. � -- 6.73 2 3 / R=5" I 2.00 R TYP. I STRIPING NOTES. y .00 , 9.00 8.79 8 r ALL PARKING LOT STRIPING SHALL BE PAINT. 9.00 4 TRAFFIC MARKING PAINT SHALL BE INDUSTRY STANDARD: ASSHTO M-248, TYPE 3F 2y CD ACCEPTABLE TRAFFIC PAINTS: CD FULLER O'BRIEN: TRAFFIC LINE PAINT, 382-12 I WHITE TRAFFIC c� GENERAL: TRU—TEST SUPREME ZONE MARKING PAINT, PAINT 1010*WHITE AND 1012 YELLOW ; 4 PPG INDUSTRIES: PITTSBURG TRAFFIC AND ZONE MARKING PAINT 22 LINE, WHITE AND YELLOW N i it RODDA TRAFFIC PAINT WHITE 671 AND YELLOW 670 d- _ SHERWIN WILLIAMS: WHITE 829 W1 AND YELLOW B29 Y2 d- INSTALL 4. LINE AS SHOWN r r UNE SHALL BE PERPENDICULAR TO ® THE FACE OF CURB ' 9 NOTES: 1. SYMBOL AND PAINT SHALL MEET CURRENT A.D.A. ACCESSIBILITY GUIDELINE REQUIREMENTS. 2. SYMBOL SHALL HAVE A BLUE BACKGROUND MEETING CURRENT PROPOSES ` A.D.A. ACCESSIBILITY GUIDELINE REQUIREMENTS. / DENTAL OFFICE / ACCESSIBLE PARKING SYMBOL 4"' PARKING STALL LINE N T. . I s N.T.S. / INSTALL #4 REBAR WITH 12" MIN. EMBEDMENT THROUGH PRECAST SLEEVE. RECESS REBAR 114" AND COVER HOLE WITH EPDXY SEALANT.' SIKH LASTOMER-46 THUMB PUTTY. TYPICAL BOTH ENDS OF WHEEL STOP AS SHOWN. 5 0 2>> architects, inc. 1 4119 NE Cesar Portland, Oregon 97211 DRAINAGE CHANNELS 2'' 503.284.6917 6, www.kasapdx.com S. W. DURHAM R®. ch indt DRAINAGE CHANNELS 17, Medical/ental Office 11445 SW Summerfield PRECAST CONCRETE WHEEI S 1®P ®rive N.T.S. Tigard, Oregon CONS TR C TION NKASA Proj # 1105 INSTALL PRECAST CONCRETEWH P Permit:March 5 2012 EEL STOP PER DETAIL, SHEET C3.0 H a p e r �� PROS Sire P , c INSTALL 4 PARKING STALL LINE PER DETAIL, SHEET C3.0 HP Houf Peterson cc,� w 19,424 - � INSTALL ACCESSIBLE STALL STRIPING PER DETAIL, SHEET C3.0 Righels Inc. OREGON 4 INSTALL ACCESSIBLE STALL PARKING SYMBOL PER DETAIL, SHEET C3.0 O LAYOUT AND `y)WCHA 0-�' PAVEMENT 205 SE Spokane Street, Suite 200, Portland,OR 97202 MARKING PLAN phone: 503.221.1131 wu-w.hhpr.com fax: 503.221.1171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.201 TREE ASSESSMENT 1 Tree Dia. Crown No. Inches Species HtNVidth Health Condition Comments Few&minor or Significant amount of fill placed over top of half of root system on west T1 112 Norway Maple 2$x 23 Good correctable defects side of tree. Moderate&non- Portial crown due to crowding of building to west. Significant amount of T2 12 Port Orford Cedar 65 x 23 God o correctable defects fill placed over half of root system on west side of tree. � � "�^ "� ``�� i•� �_, �NN =.� �. Tree has partial crown due to crowding by adjacent tree.Tree has lots of fine dead wood throughout crown and has produced below average 'm�� ,r.�~ M �: " w Moderate&non- annual twig growth for several years.This suggests tree was in l AR T3 30 Northern Red Oak 75 x 60 Pair correctable defects declining health. Tree has partial crown due to crowding by adjacent tree.Tree has lots of fine dead good throughout crown and has produced below average Moderate&non- annual twiggrowth for .� ..N, ...r.� ^,�; g wth o several gears..This suggests tree was�n ��N��,�............�-�.,.m��.�~�� } , T4 30 Northern Red Oak 75 x 60 Fair correctable defects declining health. Moderate&non- T5 12 European Beech 55 x 20 Fair correctable defects Partial crown due to crowding. Two stems at 6' It Major defects or borer infestation and has lost major portions of the crown duel § #° T6 14 Share Pine 30 x 23 Poor problems structural defects. 5, 5, 5, g ° 4,3.5, Major defects or Partial one sided crown that leans to east. Poor specimen with poor T7 3.5, 3. Japanese Maple 15 x 25 Fair problems structure that is not correctable. � � l g . Schwedler Norway Moderate&non- � � � , � < � T8 120 Maple 50 x 50 Good correctable defects Dense full crown with 2 sterns at 5' ERED .�Moderate&non- wAtiN w 7 T9 12 Colorado Blue Spruce 65 x 25 Fair correctable defects Partial crown due to crowding by tree T8. R ti f Note: Trees requiring mitigation planting are highlighted in yellow. y S�l 1 C S <11 Tree Assessment by Pacific Resources Group (503) 222-4320 , Q v�. 000, T8 s T 1/i` r ._ 1 N Lya nmmw `�..��._.,. ,_,,.•�- .�..m.�...,-�...�,,.�..,,.,..":-�."�,�,..,.,,�.r...� �,�..,,r.. .m,,,..:��.kms,......,..,, �....r.�r., ,.��,....��.��.�:�'�<,.�.�.�.�.-.,�.-�,.�..<<.�.�<.�.�, �<,a<.�,<,,�..<,�<,-�NN<,<, h<,,.,�,� .�.��..� .�`�"�"`" a��..�_, < :..� �' MITIGATION SUMMARY 4 TOTAL HEALTHY TREE INCHES ON SITE 80 ................ IAL................ TREE INCHES TO REMAIN DLL'a"m ON—SITE MI TIGA TION INCHES PROVIDED 41 REQUIRED OFF—SI TE MI TI GA TION INCHES 39 � a - f T &a , } Ae"! 0 letF F & 5 T4 � la It PLANT SCHEDULE ti.... �� fia �a?aawa „tea „a, a� � ,.�,, F ,, � TREES �� i 9 EXISTING TREE TO BE REMOVED .�,��M,^�� ,ti�.r. VARIES SEE TREE PLAN 14 41 MONUMENT � 4% -IN architects, inc. ,... �� ,, w„A,.r�:..ti ..,..,..,+<..<.<.,.,,...,,.,,,.,M..,,.,,.,,a..•,.r...,..,.,.,,....,.<,.wa..<.,,.,o,.«,u,.,..,..,.�.�.;.�,...,u,,.,,,w< .,,..,..,.w.,.'. c.,.,.,...«. -.-,.„,-„,.-,.-.,,-..,..-.�..��-,” ...,..�,..,..,,,".,..,..,.,,.., .,, ...,.. ,..,..,,.,,.,..,..,..,..,_,_._.,ate._._.s..,�...-,,,.,,.,,.,<r-.,y.�,;�;�.��,,,,,..,.,,,,.,<.......,.<.<,.xw<...„..,<,,....<..<�,�N.,,,uv.,.,,..,..,,�,....o.a..,..,.a,.*.T,,,N,.,.o.�a,a,�e,..,.....,.�..,,.,,..N a.� ....d,�.,.,<s.,,,.,<....<.....,,�,,...<,,..,.,.�w.,,w..,.,....,.....,,,.,..,,vo,,,,,,,o,-.,,...........,.,a.<'. � �"'F� 4119 NE Cesar E.Chavez Ave. Portland, Oregon 97211 503.284.6917 www.kasapdx.com "FERENCE ONLY OW DURHAM RD NOT APPROVED WI`rx rHI s PEILMIT Schwlndt Medical/Dental Office 11445 SW Summerfield Drive Tigard, Oregon KASA Proj # 1105 Ila er Permit Set: March 20,2012 Houf Peterson 747 0 10 20 40 g R1 hellls Inc. �lE P CREEL ■ _ PL ANNA RS 06113/11. SCALE: 1” = 10' ER S .. :_. .-� �.� LANDSCAPE ARCHIT 205 SE Spokane Street, Suite 200, Portland,OR 97202 phone: 503.221.113,1 www.hhpr.com fax: 503.221.1171 copyright KASA Architects,Inc.2012 PLANT SCHEDULE TREES 1 2 L2.�LZ . ❑ 7 N ssa s va tico - Black Tupelo 4 CAL B&B, WELL BRANCHED, LIMBED TO 6 aa�awac�aaa�crcry aaciaa aasc a°aaaaaa�aca caaaaa " araa aaa a �ccaacacca��°a��a� era A�c" -m �aa�aa�a�a�a�wwcaaa era a aw aeaa as MMM a� aaaaa aaaaaaa a ac a� c��aaaaaaa � '� 4' TALL HEDGE SCREEN- 90% OPACITY 4 Robinia pseudoccacia 'Frisia' - Frisia Hone locust 4' TALL HEDGE SCREEN 4 CAL B&B, WELL BRANCHED, LIMBED TO 6 z - 907 OPACITY i Q ❑ ❑ ❑ :• ❑ ❑ - V El El El 1 Catalpa speciosa Northern Catalpa + 4 atal a4 CAL B&B, WELL BRANCHED, LIMBED TO 6 ❑ = --i iii ❑ ❑ . ! ! + CLEAR VISION PLANTINGS ❑ + ; + 3' TALL MAX. C C C C ❑ ® C C Z. 6 St rax 'a onicus- Japanese Snowbell ❑ ' - � a 4 CAL B&B, WELL BRANCHED, LIMBED TO 6' 4' TALL _ �- EXCEPT AS HEDGE SCREEN 5 5' NOTED ON PLAN - 90% OPACITY 00 1 Trach car us Fortunei - Chinese Windmill Palm 4' TALL HEDGE SCREEN 8 BTH B&B, WELL BRANCHED, LIMBED TO 6 - 907 Y OPACITa 3 CAL 3' IN. . Ela SHRUBS 3 e �-o 1 a 1 Chois a temoto 'Sundance' - Sundance Orange Blossom ❑ V ° 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN + �/ a 5 TALL x 5 WIDE (PRUNNED), - EVERGREEN ® a 48 Abelia x gradiflorg - Glossy Abelia - � ❑ 2 GAL CONT., FULL PLANTS, SPACING AS SHOWN 4' TALL x 4' WIDE (PRUNNED) - EVERGREEN 20 Berberis thunber ii 'Atro ur urea' - Red Leaf Japanese Barberry + '-' ' a 5 GAL CONTI FULL PLANTS SPACING AS SHOWN 3' TALL x 4' WIDE (PRUNNED) - DECIDUOUS . + ° ° a a 115 Penn ise tum 'Princess Caroline' + a a 1 GAL CONT., FULL PLANTS, SPACING AS SHOWNp� ° ° 30" TALL x 30" WIDE - DECIDUOUS a 0 12 Ilex glabra 'Compacta' Com act Inkberr µ 3 GAL CONT., FULL,PLANTS, SPACING AS SHOWN BUFFER - 10' MIN. i 4 TALL x 4 WIDE - EVERGREEN Z • 15 Hibiscus s riacus 'Antonq Two' - Lilkim Rose of Sharon a a 5 GAL CONT., FULLPLANTS, SPACING AS SHOWN 4 TALL x 3, WIDE -DECIDUOUS 105 Trachelos erm um asia ticum - Asian Star Jasmine a . 2 GAL CONT., FULL PLANTS, SPACING AS SHOWN a 18" TALL x 3' WIDE - EVERGREEN ❑ 43 Gardenia osminoides 'Weim's Hardy'- Kleim's Hord Gordenio 10 , � 2 GAL CONT., FULLPLANTS, SPACING AS SHOWN ® ® � l 2 TALL x 2, WIDE - EVERGREEN A 3 Far esio robusto 'Green Screen' - Green Screen Bamboo j 2 GAL CONT., FULL PLANTS, SPACING AS SHOWN 10 TALL x 5 WIDE - EVERGREEN ❑ ✓ a CLEAR VISION PLANTINGS - 3' TALL MAX. SHRUBS architects, inc. 10 A corus calamus 'Vorie o tus' - Stri ed Sweet Ft a a - 4 4119 NE Cesar E.Chavez Ave. 3' TALL x 3' WIDE EVERGREEN • � � Portland, Oregon 97211 503.284.6917 www.kasapdx.com Q a a RNC ONLY Schwindt GROUNDCOVER ¢ o a ° NOT APPROVED WITH THIS PERM?'r Medical/Dental �.O _ Office TREE LIMBED TO 8' 11445 SW Summerfield Q 370 Rubus pentolobus - Creeping Bramble Drive 4", POT 24 O.C. TREE LIMBED TO 8' Tigard, Oregon KASA Proj # 1105 - - - -_'A 110 Pennisetum alo ecuroides 'little bunny'- Dwarf Fountain Gross 196 Carex divulso - Berkeley Sedge 1 GAL CONT, FULL PLANTS, 18 0.C. 12 0.CHarper. Permit Set:March 20,2012 — — — — Houf Peterson 152 Im erato c indrica Red Baron'- Blood Grass 747 ■ 1 GAL CONT., FULL PLANTS, 12 D,C. 0 5 10 20 Righelfis Inc. JE E P. CREEL eat PLANTING PLAN SCALE. 1" — 10' EN RS PLANNER S 05113!11 .................._._...._._._........._......._..................._...._._._._............_....................._.......................................................................................................................... . 205 SE Spokane Street, Suite 200, Portland,OR 97202 21 131 www.hhpr.com fax: 503.221.1171 phone: 503.2 .1 p copyright KASA Architects,Inc.2012 NOTE: NOTE.- TWICE WRAP WIRE STRAND AROUND PROVIDE 36" DIAMETER MULCH OR NOTCHED STAKE AND TWIST ENDS TO COMPOST RING, AS SPECIFIED. SECURE (ALLOWING TRUNK TO MOVE 3" IN ALL DIRECTIONS). POUND TIE SPECIFIED PLANT ENDS INTO STAKE TO CONCEAL SHARP SET CROWN OF ROOTBALL _ WIRE EDGES. ° • o oo A T FINISH GRADE SPECIFIED PLANT 2" HIGH EARTH SAUCER AT ON CENTER SPACING EDGE OF ROOTBALL AS INDICATED IN PLANTING LEGEND 2" DEPTH COMPOST, SPECIFIED TREE 2" DEPTH COMPOST MULCH KEEP CLEAR FROM BASE OF PLANT 2—No. 12 GA GALVANIZED WIRE p STRANDS WITH 112" O.D. \ FINISH GRADE REINFORCED RUBBER HOSE TO \ PROTECT TRUNK LOOSEN SUBSOIL TO DEPTH 2—No. 2" DIA WOOD TREE OF 12", ENTIRE SHRUB BED FINISH GRADE STAKES, NOTCHED FOR WIRE \ :_'._:,4`. :,:. ...:.: \ TOPSOIL \\\ >\\\\• \\\ :_ .., \\\ \\\ \\\\\/\� STRANDS AND STAINED AS \\\\\\\\\\\\\\\\\\\ SPECIFIED \\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\ SPECIFIED TREE, SET \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ VER TICAL SET 2-No. 12 GA WIRE UNDISTURBED BALLFIRMLY WATER ON STRANDS WITH 1/2" D.D. PREVAILING WIND 2 X CONTAINER DIAMETER SETTLED NAPVE SOIL -NATIVE SOIL- _ III -I REINFORCED RUBBER TOPSOIL HOSE TO PROTECT TRUNK .II SCARIFIED SUBGRADE 2-No. 2"0 WOOD TREE — - `� STAKES, NOTCHED FOR _ PLANTING WIRE STRANDS AND TREE STAKING SHRUB GROUND COVER PLANTING STAINED AS SPECIFIED, SEE DETAIL 2 2 2 � Section NOT TO SCALE Section 4 NOT TO SCALE Section NOT TO SCALE o SET CROWN OF ROOTBALL 0 1" ABOVE FINISH GRADE 4" HIGH EARTH SAUCER NOTE: AT EDGE OF ROOTBALL TEST COCKS - FOUR REQUIRED 0 2" DEPTH COMPOST 1. INSTALL BACKFLOW PREVENTER PER Q MULCH, KEEP CLEAR CODE AND REQUIREMENTS OF SPECIFIED VALVE BOX SPECIFIED TOP SOIL FROM TRUNK OF TREE PREVAILING JURISDICTION ' „ TOP OF BOXY 1/2" ABOVE FINISH GRADE LID /2 ABOVE FINISH GRADE WITHIN PLANTING AREAS IN TURF. 1 ABOVE FINISH GRADE IN FINISH GRADE FINISH GRADE GROUNDCOVER AREAS I FINISH GRADE 10 DIA ROUND PLASTIC VALVE BOX \ \ _ TOPSOIL WITH LOCKING LID i I \ \ \ I P OF 2 V A S SPECIFIED (TYPICAL CAL S TO - BALL VALVE- TILL NATIVE SOIL 12 \ \ \ Q Q \ \ \ — DEPTH — FINISH GRADE :::: :1:::::- ION TYPICAL OF 2 THREADED UN o \ \ \ - FERTILIZER TABS AS oo \ \ o I I ...J.SPECIFIED NOTCHED TO FIT OVER MAINLINE REMOVE- ALL ROPE, TWINE ® VALVES - '� /\ \ /\ / AND/OR WIRE FROM TOP = 0 - - _ ® _ =i COMMON BRICK, 2 REQUIRED 180° APART - LF ROOTAL - SET ROOT BALL FIRMLY = O O = i CONCRETE SUPPORT BLOCK �_� - =1 SPECIFIED GATE VALVE — — ON UNDISTURBED OR III \ _ WATER SETTLED NATIVE _ \ _ © a INSTALL FILTER FABRIC OVER DRAIN ROCK MAINLINE SOIL I _ = - _ a 12" DRAIN ROCK \ \ \ PVC SCH 80 ADAPTER � - I-A \—III III f� Ll -F7, LI \ \ \ - - — BRICKS OR CONCRETE BLOCK SUPPORT - � T� 3 j� 2 X ROOTBALL D1AETER- = — 4 MIN DEPTH OF /4 WASHED GRAVEL —I I ONE REQUIRED AT EACH CORNER COPPER PIPE FROM - - SUPPLY LINE Jil- III II II. DECIDUOUS TREE PLANTING BA CKFL 0 IN PRE VEN TER - - ISOLA TION VAL VE Section 5 Section � Section NOT TO SCALE NOT TO SCALE NOT TO SCALE VALVE BOX WITH LOCKING LID, TOP OF BOX %2" ABOVE FINISH GRADE IN TURF. I" ABOVE FINISH GRADE IN GROUNDCOVER AREAS SPECIFIED TOPSOIL BALL VALVE, LINE-SIZED TO RAIN BIRD EASY RAIN CONTROLLER PAVEMENT FINISH GRADE MATCH REMOTE CONTROL VALVE VALVE IDENTIFICATION TAG DETECTABLE METALLIC UNDERGROUND SCH. 40 45° ELL REMOTE CONTROL VALVE WARNING TAPE CENTERED OVER a a HORIZONTAL LOCATIONS OF MAIN AND PAVEMENT SECTION SCH. 40 TEE AT MAINLINE SCH. 80 NIPPLE TYPICAL OF 2 LATERAL LINES a DETECTABLE METALLIC UNDERGROUND PVC UNION TYPICAL OF 2 ' IN TAPE CENTERED OVER 0iQFINISH GRADE FINISH GRADE WARNING ::. .... . : ::: ::: .... o HORIZONTAL LOCATIONS OF MAIN AND :::::.:::: ::::::::: .:::..::.:..:::::::::::::::::::: . .. ::::: ::.. .:. : ::::::: ::::: :::::::::::::::::::. :::: ....****.........::.::: :: ::::::::::::::::::::. :. LA TERAL LINES :. ::: SPECIFIED TOP SOIL LATERAL LINE .... .-----• o CN :::: . ....... ::::::......:::....:... -. :.:. —III I I I I 1—III I—III I I � �- _\ • �`: _�•'. , � - • • , , SPECIFIED TRE CH BA CKFILL . . . TRENCH KFI L L . . SPECIFIED TR NC C -I I III �:•:•:•;-:: :•:•�::�: ..-::�:-:�:�: I SP LA TERAL LINE MAINLINE I , SPECIFIED SLEEVE MAIN OR LATERAL NE I p _ CONTROL WIRES, BUNDLE BELOW TOP _ architects, inc. _ OF MAINLINE COMMON BRICK ONE REQUIRED AT EACH CORNER OF VAL VE BOX I g T\III UNDISTURBED SUBGRADE MAINLINE \\\ MIN j j \ _ \ \ 4119 NE Cesar E.Chavez Ave. I . LI rt n 1 3 °� , � �� Portland, Oregon 9721 • - , /4 WASHED GRAVEL — I f — 503.284.6917 - REFERENCE 1C www.kosapdx.com - E SUBGRADE RNII1 I UNDISTURBED NOT,APPROVED WITH THIS PE � _ Schwindt � � I lilli REMOTE CONTROL VALVE Q TYPICAL TRENCHING SLEEVING Medical/Dental 7 U Section J Section ' Section NOT TO SCALE NOT TO SCALE NOT TO SCALE Office 11445 SW Summerfield Drive Tigard, Oregon KASA Proj # 1105 HarperPermit Set: March 20, 2012 �!'�H Houf PetersonNew - Righellis Inc. �E ......_...._._.................._..._..........-_.........._........._............_._.........--._......._...._._...-........_......-.._........._......_._..-._..__.._._.:._....._....._.__-. OREGON LANDSCAPE E N G i N �:_: E �� S P L A H E R S 05/13/11 DETAILS LANDSCAPE ARCHI TECITS SURVEYORS ................................._................._......._................_._...._.........:.._........................................................_............................_............................ 205 SE Spokane Street, Suite 200, Portland,OR 97202 hone: 503.221.1131 www.hhpr.com fax: 503.221.1171 r r copyright KASA Architects,Inc.2012 SPECIFIED TOP SOIL CONTROLLER LOCATED IN LOCKING � " ABOVE FINISH GRADE WATER RESISTANT STAINLESS STEEL TDP OF BOX /2 CABINET • IN TURF. 1" ABOVE FINISH GRADE IN a IV1 i1t11lVIVI fltllt ' GROUNDCOVER AREAS •4 •� � - JUNCTION BOX 'ea � '—TOP OF HEAD TO BE %2" — 1" ABOVE 10"0 ROUND PLASTIC VALVE BOX WITH LOCKING LID • • d GRADE IN TURF AREAS - A T GRADE 1" PVC SCH. 40 CONDUIT AND FITTINGS I1 ' IN BEDS FINISH GRADE TO POWER SUPPL Y, CO ORDINATE a ::::::: .. • :::.::::::::::::::::: CONNECTION TO POWER SUPPLY WITH • 8 PVC VERTICAL ACCESS RISER, CONTRACTOR —_ POP—UP SPRAY SPRINKLER "� .. ELECTRICAL a . • • PVC SCH. 40 — 900 STREET ELL I.i. I I NOTCHED TO FIT OVER MAINLINE BARB ELL COMMON BRICK, 2 REQUIRED 180° 2" SCH. 40 PVC CONDUIT AND FITTINGS 7_4H APART 18 MIN. SWING PIPE (POLY PIPE) — SPECIFIED DRAIN VALVE MAX. LENGTH _ WIRES TO REMOTE CONTROL VALVES 4 I MAINLINE PVC SCH. 80 ADAPTER III 4" SCH. 80 NIPPLE Ed 1 3 —III � i 1 /Z CUBIC FEET OF /4 WASHED LA TERAL LINE GRA VEL SCH. 40 PVC — TEE OR ELL AT LAT. LINE 1'-0" BARB ELL 12 " POP— UP SPRAY SPRINKLER MANUAL DRAIN , VALVE CONTROLLER 1 Section 2 Section 3 Section NOT TO SCALE NOT TO SCALE architects, inc. 4119 NE Cesar E. Chavez Ave. Portland, Oregon 97211 503.284.6917 www.kasapdx.com Schwindt REFERENCE ONLY Medical/Dental NOT APPROVED WITH THIS PERMIT Office 11445 SW Summerfield Drive Tigard, Oregon KASA KASA Proj # 1105 Harper0 Permit Set: March 20, 2012 H............ ouf Peterson .......... 747 Righellis Inc. OREGON LANDSCAPE � t � SURVEYORS �. E � :_. N G I E a r r E _... 05113/11 DETAILS ....................................................................................................................................._......._......._...._......._...._............................................................................. 205 SE Spokane Street, Suite 200, Portland,OR 97202 hone: 503.221.1131 www.hh r.com fax: 503.221.1171 r r copyright KASA Architects,Inc.2012 • t� F r I. I ---- E _ 4 t i e -----_--- '----_-----_ ---------------- } qI` ---------------------- 4 S} F -------------- ,,., ---------- --------------------- -------------------------------------------m-"- ._------..___.,___. ., w�"�,_ ------------------- IM --------------- ————— —— ————— —— —— —— -------- -- -- -- `� -----\— -- y„� ---------------- ---------------- - --- ------ - ---------------- --------------- --- ----- ------------- o / / / / -------------- 10 a 15' WIDE SEWER EASEMENT PER N 25' WIDE RECIPROCAL ACCESS DOCUMENT FEE NUMBER 79046729 EASEMENT PER DOCUMENT NUMBER RECORDED NOVEMBER 13, 1979, 85-019789, WASHINGTON COUNTY -` WASHINGTON COUNTY DEED DEED RECORDS RECORDS -:-.: �_,",a;_wM.�::�::,w�.:�,",�:� _---w---^---------------------------------- „--�=" --- --- .,y M F — —— ————————— ———————— —,-y—,-,-,_- --————————————- \ ti Z z 1� I � � ,,,,,.�'„w,w,.,.—,.,.,.,...., _..,. ,..,..,.,..,.,...,.,.,....,"»•....,.....,,,.— — \ mow.. \ �{- - - - - - - - - - - - - - ,a`' F VISION - - L — I I I B` CLEARANCE —) I TRIANGLE IAN G L E C C C C II II REMOVE EXISTING - - - - - -- - - - - - - --- - ._ — J CURB AND PAVING £_+ fr Is t POLE MOUNTED f E /+z �I SITE LUMINAIRE �s �r TYPE A, TYP. ,r s I LL _� � � �,• I fir, ELECTRICAL y ' Fx,b� TRANSFORMER < ` / xf I \ II AND PAD NOTE: SEE SHEET A7 FOR ;4 BOLLARD, SEE LUMINAIRE SCHEDULE.Af 6/A6 — J-� �'� a£�£b� Z�,� I PROPERTY LINE \ / COVERED BIKE - =F`i I I REMOVE EXISTING RACK FOR (2)\ ` �I �` SIDEWALK f SIDEWALK �t r '� `{ __ 3: EASEMENT �: €` ' �_ �fi SPACES, SEE 3.+a i if q f - -- _ _ J ' 3 if F \ I Ia - a \\ \ I I I LL! aw II I / L — — — — — — I — BUILDING ACCESSIBLE I..I_ MOUNTED PARKING SPACE, r I..L / / _ LUMINAIRE, SEE 11/A6 _Z TYPE L1J TYPE E €_ LLJ F= GAS. METER BUILDING I MOUNTED y a,:z LUMINAIRE TYPED � � o REMOVE EXISTING _\ REMOVE EXISTING •'` D GROUND M f i CONCRETE POND BUILDING AND I OUNTED / a} 'i � , 1 / FILLED WITH \ \ / BUILDING DECK LUMINAIRE TYPE ii I - WC AM NY SWON .5ROCKS f / 15 FT. x 15 FT. VISION CLEARANCE / I i �,.w I PORTLAND °R ' TRIANGLE 4465I ' REMOVE EXISTING REMOVE EXISTING \ --000l y _ TREE, TYP. MONUMENT SIGN l \ I _ OF loll r 3 I \ / yI ` F �1 I architects, inc. 1 \ I \ / F I € I \ of \ x d£ — / r 4119 NE Cesar E. Chavez Ave. j / # I �``. 1 I 3 r Portland, Oregon 97211 503.284.6917 . as .�•"��°£ ``€ www x.com 3 ' k apd CANOPY MOUNTED � f•��: w. . .,, w � ,a ......... 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SEE 4/A - Ice .w------------..","",.,_,M._•_._.",_,_ _._.w_._,_. ,____w 11445 SW Summerfield Dr. Tigard, Oregon SW DURHAM RD SW DURHAM RD KASA Proj # 1105 Permit Set:March 20,2012 Site Plan & N N Demolition Plan Site Demolition Plan 0 il 5' 10, Site Plan0 1' 5' 10, 1 10'_0” 1 2 1" = = 1 0f-0» copyright KASA Architects,Inc.2012 SILL BELOW SHEET METAL FLASHING (FLASHING#3) 2 3 A4 AIR BARRIER A4 2x4 4 MECHANICAL METAL ROOFING SEALANT & BACKER ROD A4 SCREEN BEYOND METAL CANOPY, SHIM TYP. THIS 6&� ALUMINUM STOREFRONT ELEVATION C.J. C.J. C.J. A5 WINDOW ---------------------------------------- - I I I I I I N �� I I 1 I I I I I ' NOTE: SEE 6/A2 � NOTE: SEE 6/A2 A A A 10 A A FOR TYPICAL B B FOR TYPICAL A A NOTES. NOTES. A A2 P. ti. . .♦ 5 r •4 _ n. •. .h . •Y •F , ., ••• .h •h. ., . . . .h• ;" FIN. FLR. ' •`• .," 17 South Elevation Southeast Elevation E 1/2„ 1/2» 7 East Elevation SEALANT & BACKER ROD 1/80P = 1'-0" 4 1/8 = 1'-0" " - '- " / 1/8 - 1$-O pp SILL BELOW MECHANICAL SCREEN BEYOND, TYP. 3 CULTURED STONE 6 A4 . Mullion at Column A4 '� 0 0 o VENEER, TYP. WALL MOUNTED MECHANICAL 3" = 1'-0" I I SHEET METAL LUMINAIRE TYPE D SCREEN BEYOND N N STOREFRONT COPING, TYP. WINDOWS, TYP. 4" C.M.U. VENEER METAL SIDING, TYP. 3" RIGID INSULATION C.J. C.J. C.J. AIR BARRIER LAP OVER SHEET00 C.J. C.J. 2&9 METAL FLASHING 4" MIN. "' ` PLYWOOD BOX FRAME `j A5 TYP. A5 I TYP. II AIR BARRIER 0 - II I o 1 8 SHEET METAL FLASHING °' _I _ 0 A5 NOTE: SEE 6/A2 I777 1�67/ � � = TYP. -------------------------- - SHEET METAL CLEAT cO FOR TYPICAL ►� C C ��' D E [<�> 3&5 �\ �.' 10 D NOTES. --------------------------------------------� 0 A5 �� A5 E 1 11 1 rio % \ A2 •h N �f..' FIN. FLR. f. ;.`. •h . t OVERFLOW WALL MOUNTED SPLIT-FACE C.M.U. U LOUVER, SEE 8/A2 SEALANT & BACKER ROD DOWNSPOUT LUMINAIRE TYPE C, VENEER, TYP. ' NOZZLE, SEE 10/A4 TYP. AT ENTRANCE SHIM North Elevation OVERFLOW West Elevation SEE 2/A7 LOUVER 1/8 to = 1$—Opp DOWNSPOUT METAL CANOPY NOZZLE, SEE 7/A4 1/8 SHIM SEALANT & BACKER ROD SHEET METAL FLASHING. EXTEND --- --- -------- ------ VERTICALLY AT JAMB TRIM 97'-4" ---- BEYOND. ----------------------------- CONT. CLEAT 10 -0 87'-4" 77, 39'-4" 23'-4" 24'_8» 8' 0" 4" 91-41" 14'-8" 40" 32" 18'-0" 32" 40" 18'-0" 32" I - 8„ 8" I 6 CANOPY 3 3,-0" x 7,-0" NOTE: JAMB CONDITION SIMILAR 7'-6" A4 STOREFRONT R A2 ABOVE, TO HEAD CONDITION. OMIT DOO TYP CLEAT AND INSTALL CONT. EQ' EQ. SPANDREL GLAZING W/ FULL LITE SHEET METAL FLASHING. OVERFLOW Louver Head & Sill 7�_0» - DOWNSPOUT 9 o NOZZLE, TYP. " 3" = 1'-p" EQ. EQ. N 4'-0" — — — 1171 N 8 "` U ANDD`!swo r6s . I -ROOF DRAINS A4 00 � - oo I ABOVE ROUTE TO 3,-0» x 7,-0„ rn PORTLA , r el I Q0 I i� I DOWNSPOUTS IN4465 STOREFRONT DOOR 'r 'n -n I WALL, TYP. W/ FULL LITE. -.4- 00 OF ------------------------------------------------- ----- --- - 3 -6 X 8'-0" H.M. PROVIDE SIGN — I I INSULATED DOOR. STATING, "THIS °' N 1 ROOF HATCH DOOR TO REMAIN 3 x I ABOVE. COORDINATE UNLOCKED WHEN A2 00 < CEILING OF NITROUS q FIXED STOREFRONT B FIXED STOREFRONT C FIXED ' LOCATION WITH BUILDING IS 1 9 ROOM AT TOP LOUVER STOREFRONT - INTERIOR WALL OCCUPIED." SIGN F � I architects, inc. A2 - 2 I < I LOCATION BY SHALL HAVE 1 INCH � LOCATE TOP LOUVER 12" � T MAX. FROM BELOW I A2 I 10 L — OTHERS. TALL LETERS ON CEILING OF NITROUS A5 CONOTRASTING cv 4119 NE Cesar E. Chavez Ave. TYP. Portland,Oregon 97211 ROOM I BACKGROUND. r+� CENTER LOUVER OPENING 8'-6j" 8'-61" I 503.284.6917 WITHIN BLOCK MODULE EQ EQ EQ EQ I www.kasapdx.com NOTE: ALL I DIMENSIONS ARE TO N I FACE OF MASONRY / `0 Scwhindt 1-HR WALL, SEE U.N.O. / 00 Medical/Dental N T 3/A7 ao Office 4 A4 ri0 / o - o I A2 TYP 4 11445 SW Summerfield Dr. X LOCATE BOTTOM LOUVER rn �. A2 o Tigard, Oregon o v� •• O � 12" MAX. ABOVE FLOOR � \ O ►\O ,, KASA Pro' # 1105 -I OF NITROUS ROOM �\, LLII — I J L — — —I— — — — J L � I — - - - - - - - -j �-- - - - - - - - - J � `L FLOOR OF NITROUS ROOM \ AT BOTTOM LOUVER T \� o 7 Permit Set:March 20,2012 `\ T T N N T T I I A2 -------------- -------------------- ---------- --- - 5 - pp 4 5 -4 9 -0 9 -0 9 -0 9 -0 9 -0 9 -0 7 OF 7 D FIXED STOREFRONT E FIXED STOREFRONT 6'-0" 10'-8" 4" 18'-0" 4" 18'-0" 4" 18'-0" 24"L, Floor Plan & N 78'-$" 01 18'-8" Exterior Elevations T7 Louver Elevation Window Types Floor Plan 41 81 8 1 1/2" = 1,—p}, 1/4" _ - 001 1/81p 1 1-010 A2 copyright KASA Architects,Inc.2012 i S—LOCK WALL PANEL SYSTEM HVAC UNIT z (FLASHING#2). HEM BOTTOM EDGE PRE—FABRICATED CURB ROOF HATCH 2 - i MOISTURE BARRIER CONT. SEALANT FIRE RETARDANT TREATEDCOUNTER—FLASHING, SECURE COUNTER—FLASHING, SECURE TOP PLY SHEET PLYWOOD W/ RUBBER WASHERED W TOP PLY SHEET RUBBER WASHERED MIDDLE PLY SHEET 2" WATER COLLAR AT S.S. GASKETED FASTENER FASTENERS AT 16" O.C. FASTENERS AT 16" O.C. REINFORCING SHEET OVERFLOW DRAIN ONLY - i BASE PLY SHEET SECURE AT 16" O.C. FIRE RETARDANT TREATED FIRE RETARDANT TREATED OVERLAY LEAD FLASHING SHEET E LAY BOARD i COUNTER—FLASHING PLYWOOD PLYWOOD DRAIN BOWL ASSEMBLY 0 i (FLASHING#2) RIGID INSULATION RIGID INSULATION SLOPED INSULATION OVERLAY BOARD —EXTEND 'NJASSEMBLY c� i INTO DRAIN SUMP Z CAP SHEET CAP SHEET a m ROOF MEMBRANE, CANT, 3 z i F � _ LASHING SHEET 3 ,� OVERLAY BOARD, AND FLASHING SHEET w =) 2 REINFORCING SHEET INSULATION ASSEMBLY. SEE 3.. a Z MIDDLE PLY SHEETS 11/A3 FOR TYPICAL NOTES REINFORCING SHEET m _ z z_ CANT 3 2 BASE PLY SHEET ROOF MEMBRANE, OVERLAY °O oo BOARD, INSULATION ASSEMBLY, C) CANT & ROOF DECK. SEE 11/A3 T.O. OVERLAY BOARDT.O. FOR TYPICAL NOTES OVERLAY OVERLAY BOARD r:4 BOARD 3" 3" TAPERED EDGE STRIP — INSTALL FLUSH TO TOP EDGE OF INSULATION ASSEMBLY PLYWOOD SHEATHING INSULATION AT ALL PROVIDE SUMP RECEIVER DRAIN PIPING SLOPED INSULATION ASSEMBLY � SUITABLE FOR DRAIN DRAIN PIPING PLYWOOD SHEATHING PLYWOOD SHEATHING TAPERED 2x AS REQUIRED TO ASSEMBLY AND MOUNTING TAPERED 2x AS RE UIRED TO LEVEL ROOF HATCH CONDITIONS Q PROVIDE BLOCKING WHERE ROOF HATCH REQUIRED Parapet Base Flashing Mechanical Curb Roof Access Hatch Drain Assembly 3" — 1' 0" _ _ AT ELECTRICAL PROVIDE LIQUID TIGHT CONDUIT WITH COMPRESSION FITTING FROM COUNTER FLASHING TO EQUIPMENT SHUT OFF MOUNTED ON UNIT AT GAS PIPE: GAS LINE PIPING, PROVIDE CONNECTIONS AS GATE REQUIRED WALK PAD, TYP. TWO PIECE I LEAD PIPE PREFABRICATED THREADED CONNECTOR WITH INTEGRAL I FLASHING, PRIME FLANGE LEAD FLASHING COUNTER I I PARAPET BELOW METAL SIDING, TYP. BEFORE STRIPPING / TUBE STEEL SUPPORT, TYP. FLASHING EXISTING VENT PIPE ROOF TOP UNIT 2 — RIGID ELECTRICAL CONDUIT OR \ N N GAS PIPE A4 I LEAD PIPE FLASHING. PRIME SEE 4/A3 FOR TYPICAL NOTES FLANGE BEFORE STRIPPING / v z AND DIMENSIONS OF SEALANT, z SEALANT, TOOL TO DRAIN � ROOF MEMBRANE MATERIALS, 3'-0" ao INSULATION ASSEMBLY AND4„ 3„ TOP PLY SHEET CLR. OVERLAY BOARD. 00 REINFORCING SHEET MIN. TYP. ROOF MEMBRANE, OVERLAY 9 BOARD, INSULATION ASSEMBLY, A3 & ROOF DECK. SEE 3/A3 FOR WALL BELOW, TYP. TYPICAL NOTES METAL ROOFING 00 G 6'-0" MAX. TYP. N ° Mechanical Screen Plan Plumbing Vent Penetration Electrical Conduit/Gas Pipe Flashing Hip Roof Plan 41 81 . 10 If i I-Opp 3" 1'-0" 2 1/8 It " — 1' 0 � > ` SON ROOF DRAIN, TYP. r3k\%, 6 KEVIN A4 SHEET METAL CAP FLASHING OVERFLOW DRAIN, TYP. A4 3'-0" CLR. (FLASHING#2) DRAIN SUMP TYP. STEEL ANGLE DRAIN COVERPORTLAND.' ' " ` OVERFLOW COLLAR 4465 METAL SIDING SIDING 2 ` JTUBE STEEL BEYOND OF 00 ROOF TOP UNIT O z ❑� 6 ❑ ❑ A3 TYP. ❑ ❑ ar 3 chitects, inc. `— 3 I F 4D A3 A3 C „ 5CRICKET SLOPE 1/4" PER `~ A3 D01—L 11 1 Ll�LID 111:1❑1:1FIE FOOT, TYP, 4119 NE Cesar E. Chavez _ SLOPEAve. DOWN TO t � Portland, Oregon 97211 I oJ SUMP, \ t t I I � / \ 503.284.6917 TYP. ALL 0- / \ www.kosapdx.com ElI 1:11-11:11:11:11:11-11:11:11:1I ❑❑❑❑❑ / \ SIDES LLJ o 1.11 , , o Scwhindt ❑❑ TYP. N t t I I // � Medical/Dental i i ROOF HATCH / J--- 8 9" TYP. o WALK PAD, TYP. �` ® ® o ® ® e �� MOUNT / O / / Office A3 I 10 NT ELECTRICAL ® ® N ROOF TOP UNIT, TYP. OUTLET AT EAVE OF HIP A3 ROOF / / / 11445 SW Summerfield Dr. i MECHANICAL SCREEN, TYP. J / 1 /PREFABRICATED 2—PIECE / / Tigard, Oregon WATERPROOF ELECTRICAL 1 1 FLASHING ASSEMBLY BEYOND OUTLET, TYP. SEE 6/A6 J NOTE: SEE 7/A3 FOR / / / MSA Pro' # 1105 TYPICAL PLUMBING VENT C) — — / 1 1 ROOF ASSEMBLY i i FOR MOUNTING HEIGHT. / 1 1 I 4 CONNECT TO LIGHTING FLASHING AND 4/A3 FOR \ / PLYWOOD SHEATHING I Appraisal Set:March 02,2012 1 1 1 1 A4 2 CONTROL PANEL. TYPICAL CONDUIT \\ / A3 FLASHING. HIP ROOF ABOVE SEE a 2 —0 2 —0 2 —0 / 1 ® _ ® Roof Plan / 10 N - & Deta ils Mechanical Screen A6 Drain Sump - Plan Roof Plan o 41 8' METAL CANOPY BELOW, 9 1" — 1,-0» 6 1" _ 1'-0" 1/8" 1'-0„— TYP. A3. 1 — copyright KASA Architects,Inc.2012 CAST IRON DRAIN PIPE INSULATE AND SEAL AT PENETRATION OF AIR BARRIER I I I I I I BRUSHED STAINLESS STEEL CLEAN OUT COVER PLATE I CLEAN OUT ' CORE DRILL C.M.U. VENEER AT OVERFLOW NOZZLE AND CLEAN SMOOTH FACE C.M.U. AT OUT OVERFLOW NOZZLE AND CLEAN r5OUTVENEER EQ. EQ. C.M.U. SMOOTH FACE C.M.U. AT A4 OVERFLOW DRAIN PIPE NOZZLE RIGID INSULATION I OVERFLOW NOZZLE AND AIR BARRIER BRUSHED STAINLESS STEEL SHEET METAL MECHANICAL CLEAN OUT CLEAN OUT COVER PLATE PLYWOOD SHEATHING 4 SCREEN COPING OVERFLOW DRAIN PIPE — ALIGN OVERFLOW NOZZLE AND I I I A4 ROOFING AND SPLIT-FACE C.M.U. i NOZZLE CLEAN OUT I I I I - INSULATION VENEER BRUSHED STAINLESS STEEL CLEAN OUT COVER 0 INTERIOR 11 r EXTERIOR i PLATE i , I WOOD STUD WALL METAL SIDING CENTER OVERFLOW NOZZLE AND CLEAN OUT EQ. EQ ON PILASTERI NOTE: OVERFLOW DRAIN PIPE CONDITION SIMILAR. I I STOREFRONT a WINDOW Q ° I GRADE d d ° FOUNDATION DRAIN TRUSS 4' d - F CONCRETE SLAB ON GRADE a. I - —_1 11--I1,�11�47iqy= r — I_ „ SI—I—I- - - I—I — —I— —- _l — — WIT — — VAPOR BARRIER ,- EAST NOZZLE West Overflow Nozzle Elevation Roof Drain Pipes Section N-S BuildingSectionEast Overflow Nozzle Elevation 1 1/2 — 1 0 / 5 1 1/2" 1'-0» 31/8 or 1'-0" CAST IRON DRAIN PIPE i — 0 3 / i 1 METAL ROOFING r� 3 , / SHEET METAL COPINGSHEET METAL ACRYLONITRILE BUTADIENE A6 I i (FLASHING#1) COUNTER-FLASHING A6 /I I ` FLASHING#1) COPING COUNTER-FLASHING "ID OID OPP. I ` (FLASHING#2) ' I ( TRUSS STYRENE ABS OVERFLOW DRAIN ( # ) I '1 � l PIPE I I � ROOFING rT'IIIIIIIIIIIII� SHEET METAL TRIM (FLASHING#1) SHEET METAL I I _ 2 3 ROOF INSULATION z OVERFLOW DRAIN PIPE NOZZLE FLASHING 12 A6 FLASHING 1 A6 SHEATHING 4" �— ( # ) ♦ OPP. ROOF TRUSS � � i 4 � 1 T METAL TRIM _ SHEE E L -� .. 1 S-LOCK WALL PANEL SYSTEM. 1'-3" 411 (FLASHING#1) _ CORE DRILL C.M.U. VENEER AT 1 -11 o HEM BOTTOM EDGE (FLASHING#2) -2oe *.% A6 111 2" OVERFLOW NOZZLE AND CLEAN / ♦ LO / LO 1 COUNTER-FLASHING (FLASHING#2) OUT --- --- ---- I ROOFING z----� ------------------- -------------- ---- / BRUSHED STAINLESS STEEL I II 000CLEAN OUT COVER PLATE AIR BARRIER i , --- CLEAN OUT ROOF DRAIN & SUMP I C.M.U. VENEER - _ SHEATHING _ _ _ _ 2'-0 4 I 2 —OPP I C.M.U. VENEER I _ — — — STEEL LEDGER SUPPORT � ,� ` � ' ' ASPHALTIC UNDERLAYMENT / 2 _4 ' " BUILDING PAPER 11 I I ROOF TRUSS SHEET METAL CLOSURE 3 -3 I PLYWOOD SHEATHING A3 0 ( #FLASHING 3) I METAL SOFFIT PANEL PLYWOOD SHEATHING 1 I METAL SOFFIT PANEL I I 2x6 STUDS ® 6 1 O.C. CULTURED STONE SHEET METAL FLASHING � o SHEET METAL TRIM (FLASHING#1) HEADER BEAM CEMENT BACKER BOARD (FLASHING#1) C.M.U. VENEER � � _ - RIGID INSULATION S-LOCK WALL PANEL SYSTEM. HEM BOTTOM EDGE (FLASHING#1) i SEALANT & BACKER ROD GALVANIZED STEEL LEDGER 171I AIR BARRIER COUNTER FLASHING (FLASHING#2) SUPPORT I BUILDING PAPER PLYWOOD SHEATHING ROOFING i RIGID INSULATION SHEET METAL CLOSURE , ♦� — — — - - — — — — — — — — — — — 3 a °. (FLASHING#3) I AIR BARRIER A3 SHEET METAL FLASHING ° .a � ��- I _ -------------------- ------------------------ ---------z-- PLYWOOD SHEATHING d ° a CANOPY ROD SUPPORT ( I , METAL SIDING (SIDING#1) I C.M.U. VENEER I I o CANOPY ROD SUPPORT GALVANIZED STEEL LEDGER I i BUILDING LUMINAIRE I SUPPORT I I I INSULATE ROOF DRAIN PIPE AND I I I t I I I Ll I SEAL AT PENETRATION OF AIR 4 I SHEET METAL CLOSURE BARRIER A5 _ _ U.I _ _ ROOF INSULATION METAL PANEL I ♦ o I 0 II PLYWOOD SHEATHING I SHEATHING I BEAM I I AIR BARRIERI ' ROOF TRUSS I I I o RIGID INSULATION I 1 i I o Section at Hip Roof Dram Pipes Section 9 METAL SIDING L6 2 1 _0 r � SONY S i1 1/2 I I I I I I I I I I i ❑ I ® ; � 10 PORTLAND. X11 i I I HEADER BEAM OVERFLOW DRAIN PIPE NOZZLE A4465 BELOW 6'-0 2x 12 I Odd I I HEADER BEAM4 I I " C.M.U. VENEER I I GALVANIZED STEEL CANOPY C.M.U. VENEER I 2x12 I I ,► ASPHALTIC UNDERLAYMENT i SHEET METAL FLASHING i 3 RIGID INSULATION PLYWOOD SHEATHING ® ❑ ; I I (FLASHING#3) FAIR LASH NG�ER. LAP OVER 9 A4 2x6 STUD FRAMING I I ALUMINUM STOREFRONT WINDOW I PLYWOOD SHEATHING 1/2" PLYWOOD I I I 2x12 I STUD WALL architects, inc. SHEET METAL FLASHING — � I - I I ALUMINUM STOREFRONT WINDOW I I (FLASHING#3) i 4119 NE Cesar E.Chavez Ave. I I I I I SHEET METAL FLASHING AIR BARRIER Portland Oregon 97211 ACRYLONITRILE BUTADIENE (FLASHING#3) INTERIOR I EXTERIOR I g SHEET METAL FLASHING 503.284.6917 s STYRENE (ABS) OVERFLOW i i GALVANIZED STEEL CANOPY C.M.U. VENEER I (FLASHING#3) www.kasapdx.com DRAIN PIPE I 1 RIGID INSULATION INTERIOR CAST IRON DRAIN PIPE EXTERIOR P I J ♦ I / ' I _ _ _ Scwhindt RIGID INSULATION ��I I i AIR BARRIER WEEP HOLE ��. OVERFLOW DRAIN PIPE WITHIN I PLYWOOD SHEATHING I I CONCRETE FOUNDATION Medical/Dental AIR BARRIER V WALL BEYOND I I I PLYWOOD SHEATHING OVERFLOW DRAIN PIPE NOZZLE. I STUD WALL, 2x6 ® 16" O.C. O�CURS NCRETE SIDE WALK WHERE Office SEE 8/A4, 9/A4, 1O/A4 CONCRETE .SLAB ON GRADE P.T. SILL PATE i i N CONCRETE SIDE WALK C.M.U. VENEER BEYOND VAPOR BARRIERNow CONCRETE SIDE WALK WHERE L- � GRADE WHERE OCCURS o OCCURS " 11445 SW Summerfield Dr. - CONCRETE SLAB ON GRADE N � � 4 MIN. Tigard, Oregon i GRADE WHERE OCCURS VAPOR BARRIER I a KASA Pro' # 1105 . a a a Z a a a a o. o o a Permit Set:March 20,2012 4 w"i \\ IIt o I ---- ---- --- --- --------- I d O O O O O O O C O O O O O O O � "♦ � I � 1— Q _ Sections 4 Details . a I a FOUNDATION DRAIN • I —III„ . III Base Roof Drain Pipes Enlarged Plan Wall Section Wall Section FOUNDATION DRAIN C.M.U. 1 8 " _ 1" _ 1 f_OPP _ A4 1 1/2" 1 —OPP 1 -0 / copyright KASA Architects,Inc.2012 4" C.M.U. VENEER SEALANT & BACKER ROD SEALANT & BACKER ROD 4" C.M.U. VENEER OMIT MORTAR AT CONTROL SHEET METAL BATTEN _ SEALANT & BACKER ROD SHEET METAL SILL FLASHING JOINT SHEET METAL FLASHING BELOW EXTERIORSHEET METAL CLIP (FLASHING#3) CULTURED STONE VENEER EXTERIOR METAL SIDING PANEL (SIDING# EXTERIOR EXTERIOR " 2), FIELD BEND UP 1-1/2 AIR BARRIER THIN VENEER MORTAR 2x12 VENEER WATERPROOFING 4" LONG P.T. 2x4 FURRING SPACER, ATTACH TO BLOCKING SEALANT & BACKER ROD CEMENT BACKERBOARD W/ COUNTERSUNK LAG BOLTS. SHIM SANDED SEALANT & TREAT ALL CUT AREAS WITH ALUMINUM STOREFRONT BACKER ROD WOOD PRESERVATIVE. WINDOW .00 •S PANEL CLIP 2x BLOCKING AA I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------------------------------------- --------- I I I I -- ------- �_____ i METAL PANEL BUILDING PAPER COPING (FLASHING#1) PLYWOOD SHEATHING BLOCKING ASPHALTIC UNDERLAYMENT 2x6 STUD FRAMING C12x20.7 MOUND TOP WATERPROOF PLYWOOD SHEATHING ELECTRICAL FIELD BEND METAL PANEL 5/8" THROUGH BOLTS, FIT TIGHT OUTLET WHERE UP 1-1/2" o INTO C12 & HSS MEMBER OCCURS .. SHEET METAL BATTEN o HSS 3x3x1/4 COLUMN, TYP. GASKETED I I � FASTENER ® ......... ...... I i • SHEET METAL CLIP _ 16" O.C. -- i I N 6 DIA. GALVANIZED STEEL PIPE /� I I I SEALANT & BACKER ROD I I BOLLARD FILL W/ CONCRETE I , I I u) r I r C.M.0. VENEER I I I I C) I r 1 I I c I r 1 I N r I — I I II GRADE ............ .... .. S-LOCK WALL I y .\ EMBED BOLLARD IN CONCRETE PANEL SYSTEM I - I I „ FLASHING 2 1 2'-0 d I Q I I 2 DIA. GALVANIZED' STEEL PIPE d i a! I I I I SHEET METAL TRIM 777=7 al — ........................... ..... ..... BASE PLATE, TVP. SEE 6/A6 _ I _ (FLASHING#1) 00*1 FOR SIMILAR NOTES. UTILIZE o a Ell r� SIMPSON TITEN HD SCREW I I I Qa - 2x6 N I I a ANCHOR IN LIEU OF 4 I THREADED cv ~" .00 ROD ANCHORS. r CONCRETE SLAB & FOOTING, ( 4 a SEE 7/A6 — d SHEET METAL TRIM (FLASHING#1) CONT. CLEAT I SEALANT & BACKER ROD S „ 4 C.M.U. VENEER Hip Roof BearingWall Bike Rack Elevation Bollard Coping & Parapet Trim _ 12 r » G p p 1 1/2 = 1 -O 9 1 2" 1'-0" 6 1" = 1'-0" 3 3" = 1'-0" 1-1/2" x 20 GA. METAL DECK MC 6x7 1'-O" SIGN AND POST TO MEET BEAM, SEE 9/A6 ACCESSIBILITY CODE 12 . L3x3x1/4 W/ 5/8". THROUGH REQUIREMENTS. SIGN SHALL 1 I— BOLTS EACH END VI� STATE IN 1" HIGH WHITE o STEEL TUBE COLUMN LETTERS: "PARKING BY DMV 0 ,�0� / 1 1 2" 1 1 2" o / / „ » 4 DISABLED PERMIT ONLY. PLATE 1/2" W 4 5/8" DIA. r „ PARfjCINe� BY VIOLATORS SUBJECT TO TOWING , 0 A6 THREADED RODS. EMBED 8 INTO PANEL CLIP J 1 r DMV IDIS�QBLED UNDER ORS 811.620 AND A FINE ri CONCRETE FOOTING & SECURE PLYWOOD SHEATHING PERMIT ONLY. " 1 VIOLATORS UNDER ORS 811.615 ON BLUE W/ HILTI HIT—HY ISO MAX—SID I ROOF TRUSS SUBJECT TO BACKGROUND EPDXY, SPECIAL INSPECTION �� TOWING TINDER ORS 181 .620 REQUIRED. AND.A INE VAN ACCESSIBLE SIGN 7/8 WIDE SEALANT TAPE UN R RS WHERE 8 1.6 5 — I O � CLEAT OCCURS SIGN SHALL STATE IN 1" HIGH LETTERS: "VAN I 3/8" BEAD OF SEALANT » — —— ACCESSIBLE COLUMN, SEE 9/A6 FOR SIZE 3/16 METAL ROOFING, BEND END TO SET PLASTIC A IN EPDXY .0. LOWEST SIGN BSE E O BED _ BIKE RACK SEE 9 A6 FOR FORM CLEAT PER MANUFACTURERS o TYPICAL NOTES RECOMMENDATIONS WHERE SIGN I PROVIDE CLEARANCE FOR � - IS INSTALLED AT CONCRETE CONCRETE SLAB & FOOTING, THERMAL MOVEMENT T.O. GRADE I SIDEWALK SEE 7/A6 SHEET METAL TRIM (FLASHING#1) F1 II BASE PLATE, TYP. SEE 5/A6 Q Q ASPHALTIC UNDERLAYMENT 2" DIA. GALVANIZED STEEL PIPE EMBED IN CONCRETE FOOTING 2x6 _ la C) 1 CLEAT I EMBEDDED POST PER PLYWOOD SHEATHING I MANUFACTURER'S 1-� a RECOMMENDATIONS METAL SOFFIT PANEL o ° Id . I I I I 10" DIA. 41 I I I I -------------------------------------- L----------- L-----------j 1" Re N Accessible Parking Sign Bike Rack Elevation Bike Shelter Column/Beam Connection Eave Trim . 8 1/299 = 1,_0„ 5 3„ - 1'-0" 2 3" = 1'-0" �, / � �'I AITHi FA PORTLAND, ,R �! 4465 JX 5'-0" " STEEL CHANNEL BEAM 2 -0 x 2 -0 x 18 CONCRETE OF 2'-6" 2'-6" " STEEL TUBE COLUMN FOOTING W/ (3) #4 3 CLR. - FROM BOTTOM, TYP. PLATE 6"x6"x3 8" W 2 5/8" COLUMN, TYP. SEE 9/A6 FOR 1 2}� DIA. BOLTS SHAPE PLATE TO TUBE STEEL r- — — —i©- — . — —;°- — — SIZE / MATCH SLOPE OF BEAM. architects, inc. STAINLESS STEEL CLAMP u I d I BIKE RACK 5-1/2" CONCRETE SLAB ON PREFABRICATED 2—PIECE » FLASHING ASSEMBLY. PRIME I I d I a a I a I GRADE W/ #4 C� 24 O.C. E.W. I i 4119.NE Cesar E.Chavez Ave. FLANGE BEFORE STRIPPING. _ ---� a d a----- ROOF ABOVE I I Portland,Oregon 97211 of _T_FF__ ° T 503.284.6917 SEALANT, TOOL TO DRAIN I. I 1 1 3/16 www.kosapdx.com TOP PLY SHEET d1 11 d 1 I °1 1 e REINFORCING SHEET <I I I a ° a I I I I ...............------ -------- Scwhindt I o I I I a I I 9 I I ROOF TRUSS ROOF MEMBRANE, OVERLAY A6 „ � Id 1 1 Medical/Dental 3 BOARD, INSULATION ASSEMBLY, & a -- PLYWOOD II a II I d ROOF DECK. SEE 3/A3 FOR ° d METAL SOFFIT Office TYPICAL NOTES 0 o . I I � o ©. a Q II I PANEL SHEET AL 1P r-____�I1_1 CLOSURE ETR M 2x6 Summerfield Dr. .............. 11445 SW PLYWOODTigard, Oregon a SHEET METAL I I �y a a i I I 1 TRIM ASPHALTIC UNDERLAYMENT KASA Proj # 1105 I o a d I d I (FLASHING#1) I S-LOCK WALL. PANEL SYSTEM I a I PLYWOOD L_ L1 — — — — — — — �► Permit Set:March 20 2012 I— I i -' a � (FLASHING#1) _ SHEATHING i SHEET METAL TRIM 4 $ (FLASHING#1) i A6 SHEET METAL CLOSURE TRIM (FLASHING#1) Details Tube Steel FlashingBike Rack Plan Bike Shelter Column/Beam Connection Eave Trim 10 3» = 1'-0" 7 1/2" = 119-011 4 3,r _ 1,_0» 3„ - 1,_Orr A6/ copyright KASA Architects,Inc.2012 j Intent Install Cultured Stone Veneer utilizing Thin Veneer Installation System by Custom Building Products. equipment support. Fabricate units to minimum height of 12 inches, unless otherwise indicated. This Outline Specification document is intended to supplement and clarify particular items shown on the Provide 15 year system warranty. Thin Veneer Installation S stem shall be comprised of premium veneer Prefabricated 2-Piece Flashing Assembly: Assembly shall be Portals Plus flashing system comprised of , Construction Drawings. Responsibility is placed on the General Contractor to adhere to current Y p an aluminum flashing boot and rubber cap. Flashing boot shall be mill finished aluminum Luminaire Schedule CONTACT: MARV KAPLAN HL STEARNS 503 781-5881_ pointing mortar, pre-blended polymer-modified standard veneer mortar mix, veneer waterproofing � � ) Manufacturers' standards indust standards applicable code requirements and best building practices Y p g tempered to suit forming operations and formed with two beads at the top of the collar. Cap shall industry pp q g p membrane(elastomeric), and cement backerboard. Color of pointing mortar shall be as selected by in the execution and/or implementation of the products and systems outlined herein, in conjunction with architect from manufacturer's standard colors. be molded Ethylene Propylene Diene Monomer (EPDM) rubber compounded to resist those illustrated and/or described on the Construction Drawings. If compliance with two or more degradation due to oxidation or exposure to ozone and ultraviolet rays. Caps shall be preformed LUMINAIRE standards is specified and the standards establish different or conflicting requirements for minimum Clean Cultured Stone in accordance with manufacturers installation instructions. Do not acidic cleaners. with a double grooved lip to seat onto the top of the flashing boot, and adapter rings with grooved TYPE MANUFACTURER MODEL N0./SERIES DISTRIBUTION FINISH MOUNTING NOTES quantities or quality levels, comply with the most stringent requirement. Not all standards are included Protect finished work from rain during and for 48 hours following installation. openings to provide snug weathertight fit to roof penetration. Secure cap adapter ring to DNAXD NATURAL 20 FT. ALUM. Division 05—Metals ALUMINUM POLE with this Outline Specification but can be provided on request. Questions, conflicts or requests for penetration with worm drive metal clamp. A LITHONIA MRP LED SR3 TYPE III 1, 2, 3 additional clarification that arise during the review of the Construction Drawings or Outline Specification shall be brought to the attention of the Architect, in writing. Refer also to General Notes Construction See Structural General Notes. 07 9200—Joint Sealants B ELLIPTIPAR V9.2 NATURAL ALUMINUM POLE, SEE 1/A7 4 Drawings for additional information and requirements. Install sealant, caulk, and tape at exposed and concealed joints with the highest elastomeric performance Division 06—Wood, Plastics&Composites in Manufacturer's standard color to be selected by Architect. Joint sealants shall be produced and C ELLIPTIPAR V2.2 NATURAL ALUMINUM CANOPY, SEE 4/A4 4 Project Description installed to establish and maintain watertight and airtight continuous seals. Sealant Backer Rod 06 1000—Rough Carpentry composition shall be non-absorptive closed cell polyethylene or open cell polyurethane compressible rod Division 01 —General Requirements See Structural General Notes. stock, compatible with sealant, which will not bond to sealant. Available Products From: Dow Corning, D LOUIS PAULSON KIPP WALL NATURAL ALUMINUM WALL, SEE 2/A7 4 Where preservative treatment is noted on the drawings, use preservative chemicals that contain no GE Silicones, NUCO Industries, Inc., Ohio Sealants, Inc., Pecora Foundation, Tremo: E LITHONIA TWR1 150M TB LPI NON—CUTOFF DARK BRONZE WALL 3 The Work of this Pro 0.1 1100—Summary of Work � arsenic or chromium and that are acceptable to the authorities having jurisdiction. Kiln-dry lumber after Project includes the construction of a single story, 3,815 square-foot, wood-framed Before installing elastomeric sealants, field test their adhesion to Project joint substrates. Arrange for medical/dental office at 11445 SW Summerfield Drive in Tigard, Oregon. An existing single story building 1 g rY q � treatment to a maximum moisture content of 19 percent. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. Fasteners and anchors in preservative- tests to take place with joint-sealant manufacturers technical representative present. Test joint sealants of approximately 567 square feet, a parking lot containing 6 parking spaces, and 9 mature. trees will be treated wood shall be hot-dipped galvanized. according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193. For, demolished and removed as part of this project. A new parking lot for 15 parking spaces will be joints with dissimilar substrates, verify adhesion to each substrate separately. Do not use sealants that NOTES: constructed using pervious pavers. Storm water runoff from the roof and foundation drains will be routed Where fire-retardant-treated materials are noted on the drawings, comply with the performance fail to adhere to joint substrates during testing. 1. 6313350/40K PERFORMANCE PACKAGE to a infiltration Swale along the eastern property line. requirements in American Wood-Preservers' Association (AWPA) C20 for lumber and C27 for plywood. 2. INSTALL POLE ON OLDCASTLE PRECAST CONCRETE BASE, SET TOP OF BASE FLUSH WITH GRADE. Use exterior type for exterior locations and where indicated. Identify fire-retardant-treated wood with Division 08—Openings 3. CONNECT TO PHOTOCELL. 012500—Substitution Procedures appropriate classification marking of testing and inspecting agency acceptable to authorities having 4. CONNECT TO LIGHTING CONTROL PANEL. LOCATE LIGHTING CONTROL PANEL NEAR MAIN ELECTRICAL PANEL. The General Contractor, prior to submitting substitutions for the Architect's consideration, represents that jurisdiction. 08 1113—Hollow Metal Doors and Frames he/she has: Provide SDI 100, Grade II Hollow Metal Doors and Frames. Doors shall have 16 gauge steel face sheets 06 1600—Sheathing with seamless edges and cores with steel rib reinforcing and thermal insulation. Door Frames shall be ersonall investi the r i Q p y gated p oposed subst tute product and determined that it is equal or superior in made of 18 gauge steel with welded frame corners. Door and Frames shall be G60 galvanized, all respects to that specified; See Structural General Notes. 9 9 • represents that he/she will provide he same warranty f i h bonderized, and primed for field painting. Provide hardware as indicated on Drawings and in Door p p de t e a anty or the substitutions that he/she would for the 06 1700—Shop Fabricated Structural Wood Hardware section. specified item; See Structural General Notes. • certifies that the cost data presented is complete and includes all related costs under this Contract but Provide product data for each type of product indicated, shop drawings that include elevations, door edge excludes costs under separate contracts, and includes the Architect's redesign costs, and waives all Division 07—Thermal & Moisture Protection details, frame profiles, metal thicknesses, preparations for hardware, and other details, and a schedule b or under the supervision of supplier, using same reference numbers for details and openings claims for additional costs related to the substitution which subsequently become apparent; � � prepared y p pp� 9 • and will coordinate the installation of the accepted substitute, making such changes as may be 07 2113—Thermal Insulation as those on Drawings. required for work to be complete in all respects. Rigid Insulation shall be extruded-polystyrene board insulation, R-5 per inch, with maximum flame-spread 08 4100—Aluminum Storefront Window System All substitutions must be reviewed and approved in writing by the Architect prior to inclusion into the and smoke-developed indexes of 75 and 450, respectively. Install with adhesively attached, preformed Aluminum Storefront Window System shall be center glazed thermally broken storefront system Kawneer Work. galvanized spindle-type anchors and capped self-locking washers that incorporate a spring steel insert to ensure permanent retention of cap. Cut and fit tightly around obstructions and fill voids with insulation. Trifab VG 451T series storefront or approved equivalent. System shall consist of 2 inch by 4'/2 inch 01 3113— Project Coordination extrusions with clear anodized finish. Provide internal steel reinforcing if required for sizes or spans. General Contractor shall be responsible for the coordination of all trades on the site and the coordination07 2500—Air Barrier Glazing units shall be 1 inch thick clear with % inch argon filled air space and low-e coating on third of all demolition and Design-Build services and implementation. Air barrier shall be Perm-A-Barrier Wall Membrane by Grace Construction Products consisting of surface. Provide fully tempered glass where indicated and as required by Code. Provide Medium stile rubberized asphalt integrally bonded to high density cross laminated polyethylene filmProvide product type doors with insulated glass and accessibility compliant bottom rail. Provide push/pull bars made from . 01 3119—Project Meetings 1 inch diameter solid aluminum with 2-1/2 inch projection. Provide hardware as indicated on Drawings data. General Contractor shall schedule and administer progress meetings in accordance with the progression and in Door Hardware section. Provide aluminum break metal as indicated on drawings with finish to of work. General Contractor shall make physical arrangements for the progress meeting, record the 07 2600—Asphaltic Underlayment match storefront. See Sheet Metal Flashing and Trim. activities and decisions discussed during each meeting and distribute the meeting minutes as necessary. Asphaltic Underlayment shall be ASTM D 226 or ASTM D 4869, Type I, asphalt-saturated organic felts, Provide shop drawings for complete window system that include plans, elevations, sections, details, and Minimum attendance shall include the Owner, the Architect, the General Contractor, and Subcontractors nonperforated. Install single layer of felt underla ment where indicated on drawings. La felts a . . p 9 Y Y 9 p analysis to signed and sealed b the qualified as required affected b the agenda of the meeting. General Contractor shall also schedule additional attachments t� ether work. Include structure y is da y y q Y 9 g minimum of 4 inches over underlying course. Lap ends a minimum of 4 inches. Stagger end laps professional engineer responsible for their preparation. meetings as required by construction activity. between succeeding courses at least 72 inches. 01 3300—Submittal Procedures 07 4600—Metal Siding, Roofinq, and Soffit 08 7100— Door Hardware Submittals shall include product samples, product data and information, diagrams, and schedules All hardware shall be commercial grade. Finish shall be 626 or compatible. p p 9 � Metal Siding Roofing and Soffit shall be the following products by AEP Span. Provide manufacturer's b the contractor to illustrate materials orequipment for some ortion of the Work. The General prepared Provide product data to indicate sizeprofile, material and attachment. Yp standard 30 year finish warranty in which manufacturer agrees to repair or replace products that do not p � Contractor shall review, edit, date and sign all submittals prior to submitting to Architect. Dimensional comply with requirements or that fails within specified warranty period. Contact Steve Popkes at AEP Provide the following hardware to be approved by the Architect: coordination is the responsibility of the General Contractor. Submit a minimum of five (5) copies of shop Span (503) 703-7697 Door Locksets: Schlage ND-Series SPA 626 storeroom function. Provide at hollow metal doors. drawings (Owner, Architect, Engineer, General Contractor, General Contractor File). Submit a minimum or EQ. EQ. of two (2) samples of proposed products. The Architect will review and return submittals within ten (10) Provide product data for each type of product indicated, samples for each color indicated, and 12 inch Lock Cylinders: Provide standard pin tumbler type, constructed from brass or bronze, stainless steel, business days. Submittals required for review by the Architect: long material samples for siding, soffit and trim accessories. - nickel silver. Finish face shall match lockset. Cores shall be removable and i - interchangeable. Provide lock cylinders at storefront doors. • Concrete Masonry Units • Sheet Metal Flashing Metal Sidingand Roofing shall be Design Span h b AEP Span, a standing seam metal panel system g Y 9 9 p p Y p 9 pDoor Closers: Provide closers at all exterior doors that comply with accessibility requirements. Provide i Cultured Stone Veneer Hollow Metal Doors& Frames p Y � q with concealed fasteners. Siding and Roofing panels shall be 12 inches wide and 24 gauge. Metal Soffit type of arm required for closer to be located on interior side of door. • Air Barrier • Aluminum Storefront Windows shall be Prestige Series by AEP Span, a flat surfaced panel with concealed fasteners. Soffit panels shall Door Butts: Provide continuous hinges at all storefront doors. Provide stainless steel hinges, with • Metal Fabrications • Door Hardware be 12 inches wide with no reveal and 24 gauge. g SMOOTH 9 9 non-removable stainless-steel pin at hollow metal doors. 8 WIDE M 0TH FACE • Metal Siding Gaskets: Provide continuous weather-strip gasketing on all exterior doors. Apply to head and jamb, C.M.U. AT LUMINAIRESi ing and Soffit panels shall be finished with the following DuraTech colors. 01 4200—References, Abbreviations and Acronyms Siding#1: Cool Metalic Copper forming seal between door and frame. Apply to bottom of door, forming seal with JUNCTION BOX Sidin #2: Cool White threshold when door is closed. i LUMINAIRE Where reference is made to various test standards for materials, such standards shall be the latest g ib t at all exterior doors that are not more than 1/2 inch high. edition and/or addendum. Where abbreviations and acronyms are used in this Outline Specification or Roofing: same as Siding#1 Thresholds: Provide accessible thresholds g Soffit: same as Sidin #1 the Construction Drawings, the shall mean the current indust recognized name of the standards and g Acceptable manufacturers, unless specifically noted: Schlage, LCN, Pemko, Glynn Johnson, Hager, 9 � Y industry 9 P regulations. Stanley, Tice, Ives i 9 Provide starter strips, edge trim, corner cap, knee joint trim (rib cover) and other items as recommended Y� by siding manufacturer for building configuration. Accessories shall be made from same material and of 01 4500—Quality Control 08 9100— Louvers the same color as adjacent siding, unless otherwise indicated. Isolate dissimilar metals by separating All work shall comply with requirements of the Building Code for Special Inspections required b Local Louvers shall be Greenheck model EHH-401, storm-resistant horizontal blade louver made from p Y q g p p q Y with rubber gaskets or elastomeric sealant. Use rubber washers where fasteners made from dissimilar i Building Officials. All fees for testing service will be paid by the Owner. Timely notification to the aluminum extrusions. Louver shall include a drainable head and formed aluminum sill plate. Louvers metal penetrate siding. Isolate dissimilar metals behind siding by covering with polyethylene film. appropriate testing laboratory shall be the responsibility of the General Contractor. shall be finished with Kynar finish, color as selected by Architect from manufacturers standard colors. I 07 6000—Sheet Metal Flashing and Trim Provide insect screens. I 01 6600—Product Storage and Handling Requirements Sheet Metal Flashing and Trim shall be 24 gauge minimum unless otherwise indicated. All products, materials, systems and components shall be accepted, stored, staged and installed in strict Division 09— Finishes accordance with the Manufacturer's recommendations, and instructions. The General Contractor shall Provide product data for each type of product indicated, samples for each color indicated, and 12 inch verify that all products, materials, systems and components are compatible with existing and adjacent long material samples for siding, soffit and trim accessories. 09 2900—Gypsum Board Provide the following materials and finishes: materials, systems and components prior to inclusion in the Work. Glass-Mat Gypsum Sheathing Board shall be "Dens-Glass Gold" by G-P Gypsum. Provide auxiliary _ Flashing#1: Zinc-coated galvanized steel sheet finished with DuraTech Cool Metalic Copper. materials that comply with referenced installation standards and manufacturers written recommendations. 01 7400—Cleaning and Waste Management Flashin #2: Zinc-coated galvanized steel sheet finished with DuraTech Cool White. Provide continual, progressive and end of day clean up. Keep site clear of construction debris and waste. g g Divisions 10-14 Place all construction debris and waste in containers and coordinate location of containers with Owner. Flashing#3: Aluminum sheet, suitably tempered for forming and structural performance required, with None Develop a waste management plan that results in end-of-Project rates for salvage/recycling of 75 percent clear anodic finish. " by weight of total waste generated by the Work. Provide handling, containers, storage, signage, Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced Entrance Luminaire Type C Elevation transportation, and other items as required to implement waste management plan during the entire movement, and exposure to weather without failing, rattling, leaking, or fastener disengagement. Comply 2 ,o ,t duration of the Contract. Separate recyclable waste from other waste materials trash, and debris. with Sheet Metal and Air Conditioning Contractors National Association SMACNA "Architectural Sheet 1 1/2 = 1 —0 � . P Y g ( ) �. NN AMONY SATO Recyclable waste shall include construction debris, packaging such as boxes and polystyrene and paper Metal Manual", Sixth Edition. Conform to dimensions and profiles shown unless more- stringent and beverage containers used by on-site workers. Except for items or materials to be salvaged, recycled, requirements are indicated. Where dissimilar metals will contact each other or corrosive substrates, BUILDING LUMINAIRE 90.4i - or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or protect against galvanic action by painting contact surfaces with bituminous coating or by other AIR BARRIER SLIPFITTER LUMINAIRE MOUNTING " incinerator acceptable to Authorities Having Jurisdiction. Comply with laws, ordinances, and regulations permanent separation as recommended by fabricator or Manufacturers of dissimilar metals. PORTLAND,OREGON governing handling and transportation of hazardous, toxic, and contaminated materials. 5/8 TYPE X GLASS—MAT � " 07 5200— Modified Bituminous Membrane Roofing GYPSUM SHEATHING ' 4465 Division 02— Existing Conditions Membrane roofing shall be a cold-applied adhesive 3-ply styrene butadiene styrene (SBS) modified EXTERIOR PLYWOOD SHEATHING0-F bituminous roofing system consisting of: O 02 4000— Demolition, Salvage & Reuse • Sheathing Paper: Red-rosin type, minimum 3 Ib/100 sq. ft. The General Contractor shall remove, handle and store items to be salvaged or reused in a manner to . Base Sheet: ASTM D 6163, Grade S, Type I or II, glass-fiber-reinforced, SBS-modified asphalt sheet; „ protect them from damage. 2-3 8 O.D. GALVANIZED PIPE smooth surfaced, and mechanically fastened to roof deck. / Division 03—Concrete • Middle Ply Sheet: ASTM D 6163, Grade S, Type I or ll, glass-fiber-reinforced, SBS-modified asphalt CONCRETE FOOTING KASA See.Structural General Notes. • sheet; smooth surfaced. GRADE architects, inc. Cap Sheet: ASTM D 6163, Grade G, Type I or II, glass-fiber-reinforced, SBS-modified asphalt sheet; Division 04—Masonry granular surfaced,white. • Flashing Sheet: ASTM D 6163, Grade G, Type I or Ii, glass-fiber-reinforced, SBS-modified asphalt 4119 NE Cesar E.Chavez Ave. 04 2000—Concrete Masonry Units sheet; granular surfaced to match cap sheet. Portland, Oregon 97211 Concrete Masonry Units shall be medium weight, standard pattern, split-face finish, except smooth finish • Cant strip: perlite insulation board. 503.284.6917 where indicated on Drawings, 4 inch by 8 inch by 16 inch units manufactured by Mutual Materials. • Overlay Board: ASTM C 1177/C 1177M, glass-mat,water-resistant gypsum substrate, 1/4 inch thick. www.kasapdx.com Provide units made with liquid polymeric, integral water-repellent admixture that does not reduce flexural • Roof Insulation Assembly: polyisocyan u rate board insulation, ASTM C 1289, Type II, felt or glass- bond strength for exposed units. Provide L-corner units at corners and jambs and where indicated on fiber mat facer on both major surfaces; factory-tapered insulation boards fabricated to slope of 1/4 Drawings. Contact Mike Baker at Mutual Materials, (503) 572-1386. inch per 12 inches, unless otherwise indicated; and preformed saddles, crickets, and other insulation Scwhindt Provide product data for each type of product indicated, samples for each type and color of exposed shapes where indicated for sloping to drain. masonry units and colored mortars, and mix designs for each type of mortar and grout. • Auxiliary materials: as supplied by manufacturer and suitable for application method specified. Medical/Dental Install roofing membrane system according to roofing system manufacturer's written instructions and i° i. `° Provide the following colors: applicable recommendations of ARMA/NRCA's "Quality Control Guidelines for the Application of Polymer CMU#1. Mesa Tan ------�. ------------ .— --- ------, — ---- ------------------------�.-----ti--- j Office �, �. . . . .. ... r. ,. ;. CMU#2: Charcoal Modified Bitumen Roofing. Id al Mortar#1: selected by Architect from manufacturer's standard colors. Manufacturer's standard form, without monetary limitation and signed by manufacturer, in which I I I i III I l I 11445 SW Summerfield Dr. Mortar#2: selected by Architect from manufacturer's standard colors. manufacturer agrees to repair or replace components of roofing system that fail in materials or I I I i i Tigard, Oregon workmanship within 20 years from date of Substantial Completion. Failure includes roof leaks. The ° Install clear butyrate, 3/8 inch by 1-1/2 inch by 3 inch rectangular plastic weep/vent tubing at bottom of i. ° ; KASA PrOj # 1105 headers and base of wall. Clean Concrete Masonry Units after installation with manufacturer's standard- warranty shall be written to allow for minor roofing repairs by the Owner and shall contain no disclaimer for ponded water conditions. strength cleaner designed for removing mortar/grout stains from new masonry without damaging Permit Set:March 20,2012 masonry. Joint type to be determined. Ensure that cleaner does not touch adjacent cultured stone 07 7200—Roof Accessories v veneer or metal flashing and siding. Seal masonry with Fabrishield 653 by Fabrikem Manufacturing Ltd. Roof accessories shall or the following: 04 7300—Cultured Stone Veneer Roof Hatch: Roof Hatch shall be 30 inches by 36 inches and shall have a single leaf. Hold-open arm shall have integral grip and shall automatically lock hatch cover in open position. Entire roof _I I Cultured Stone Veneer shall be Fossil Reef Coral Stone (CSV-354399) by Owens Corning. Units shall be hatch shall be weathertight with fully welded corner joints. Acceptable Roof Hatch manufactures: INTERIOR NOTE: INSTALL 5/8" TYPE X Details $c random sizes and shapes to duplicate natural stones. Contact Mike Baker at Mutual Materials, (503) Bilco, Dur-red. Provide telescoping safety post at latch side of hatch. GYP. BD. AT INTERIOR. SEE Outline Specifications 572-1386. Mechanical Curb: Mechanical Curbs shall be internally reinforced and fabricated from 18 gauge 3/A4 FOR TYPICAL C.M.U., OU Provide product data for each type of product indicated including Thin. Veneer Application System. galvanized steel sheet with welded or sealed mechanical corner joints. Form curbs with integral INSULATION AND FRAMING Provide sample panel containing full-size samples of specified Cultured Stone Veneer showing full range mounting flange at perimeter bottom and equipment support at perimeter top. Provide factory- 1 'Hr VVaII NOTES. Ground Mounted Luminaire p p 9 p p g 9 A7 of colors and textures complete with specified mortar. installed continuous 3-1/2 inches wide wood nailers at tops of equipment supports. Provide St = 1'-0" 1 1/2' - 1'-0" N manufacturer's standard removable counter-flashing, fabricated of same metal and finish as copyright KASA Architects,Inc.2012 I GENERAL: SAWN FRAMING LUMBER: .1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULES#17, OF THE FOLLOWING SPECIFICATIONS, THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE GRADES: ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE STUD, PLATES, HEADERS, BLOCKING = DF-L , No. 2 KILN- DRY CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. 2x&4x BEAMS = DF-L No.2 KILN- DRY ABBREVIATIONS 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH 6x BEAMS, POSTS = DF-L No. 1 ANY WORK OR FABRICATION. 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING,AND 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. AB ANCHOR BOLT HT HEIGHT SAFETY REQUIRED FOR THE WORK. ABT ABOUT IN INCH OR INCHES 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND PRESSURE TREATED (P.T.) LUMBER: AC ASPHALTIC CONCRETE LBS POUNDS TEMPORARY SHORING REQUIRED FOR THE WORK. 1. PROVIDE PRESSURE TREATED (P.T.)LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. ACI AMERICAN CONCRETE INST. LG LONG 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO 2. PROVIDE PRESSURE TREATED (P.T.)LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. ADD'L ADDITIONAL LL LIVE LOAD THE EXTENT SHOWN. 3. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. APPROX APPROXIMATE MAX MAXIMUM ARCH ARCHITECTURAL MB MACHINE BOLT 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE 4. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER SHALL BE HOT-DIP GALVANIZED. BBO BEAM BY OTHERS MECH MECHANICAL LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S BO BY OTHERS MIN MINIMUM REPRESENTATIVE OF ANY DISCREPANCIES. BP BASE PLATE MISC MISCELLANEOUS 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. SHEATHING: BLDG BUILDING NIC NOT IN CONTRACT 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. 1. ALL SHEATHING SHALL BE,APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. BM BEAM NO OR# NUMBER BOT BOTTOM NOM NOMINAL 9. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED, OR INSTALLED IN STRICT PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: T TO SCALE S< CENTERLINE NTNO ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. A) ROOF SHEATHING =5/8" NOMINAL, INDEX 24/16 < CLEAR NT NO CENTERS B) WALLS = 15/32"NOMINAL, INDEX 24/16 COL COLUMN PCF POUNDS PER CUBIC FOOT DESIGN CODE: 2. ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END CONC CONCRETE PLCS PLACES 1. 2010 OREGON STRUCTURAL SPECIALTY CODE JOINTS SHALL BE STAGGERED. CONT CONTINUOUS,CONTINUITY R-, PL PLATE 2. ASCE 7-05 3. BLOCK ALL WALL SHEATHING WITH 2x4 BLOCKING AT ALL EDGES. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI,ASTM, ETC...)SHALL BE PER THE LATEST OR MOST CURRENT 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. DET DETAIL PSI POUNDS PER SQUARE INCH EDITION AVAILABLE. DIA, - DIAMETER PT PRESSURE TREATED 4. DESIGN LOADS: DIM DIMENSION R RADIUS ROOF(SNOW LOAD). . . . . . . . . . . . . . . . . . . . 25 PSF+APPLICABLE DRIFT DWG DRAWING REINF REINFORCINGNAILING AND FASTENERS: DWL DOWEL REQ'D REQUIRED WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 MPH (EXPOSURE B), BUILDING CATEGORY II 1. NAILING INDICATED ON PLANS AND DETAILS ARE"COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO EA EACH RET W RETAINING WALL SEISMIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN CATEGORY D1, SITE CLASS D OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION EF EACH FACE REV REVISION R=6.5, Ss=0.914, S1=0.332 OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. ELECT ELECTRICAL SCHED SCHEDULE 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. ELEV ELEVATION SHT SHEET FOUNDATIONS: EQUIP EQUIPMENT SIM SIMILAR 1. CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS&REQUIREMENTS OUTLINED IN THE GEOTECHNICAL 3. SHEATHING NAILING SHALL BE AS FOLLOWS: ETC ET CETERA SPECS SPECIFICATIONS REPORT PROVIDED BY GEODESIGN INC. DATED OCTOBER 31,2011, GEODESIGN PROJECT: SCHMIDTB--1-01. A)ROOF SHEATHING = 8d AT 4"O.C.AT ALL PANEL EDGES EW EACH WAY SQ SQUARE 2. MAXIMUM DESIGN SOIL BEARING PRESSURE -2,500 PSF PER GEOTECHNICAL 8d AT 12"O.C.AT ALL INTERMEDIATE SUPPORTS (E) EXISTING STD STANDARD 3. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. B) WALL SHEATHING= BLOCK AL EDGES WITH 2x4 FLAT, NAILING AS INDICATED ON DRAWINGS EXIST EXISTING STIFF STIFFENER 4. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS(MB)CONFORMING TO ASTM A307. ALL BOLTS AND FB FLUSH BEAM STL STEEL 4. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. fc COMPRESSIVE STRENGTH STRUCT STRUCTURAL h 5. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE.. - OF CONCRETE, PSI T&B TOP&BOTTOM COMPACTED TO A DENSE, NON-YIELDING STATE. 5. HANGERS, HOEDOWNS,AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE FCO FLOOR CLEANOUT TOC TOP OF CONCRETE 6. STRUCTURAL FILL SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S FD FLOOR DRAIN TOS TOP OF STEEL PROCTOR. SPECIFICATIONS, U.N.O. FDN FOUNDATION TS TUBE STEEL 7. ALL FOOTINGS SHALL BE A MINIMUM OF V-6"BELOW FINAL GRADES OR V-0" BELOW EXISTING GRADE, WHICHEVER IS 6. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/" DIAMETER x 7"CONCRETE EMBEDDED ANCHOR BOLTS FLR FLOOR TYP TYPICAL FOS FACE OF STEEL UBC UNIFORM BUILDING CODE WITH 1/4"x 3"x 3" PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4'-0"O.C. MAXIMUM AND WITHIN V-0"OF SILL LOWER. FS FAR SIDE UNO UNLESS NOTED OTHERWISE 8. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO V-0"VERTICAL PLATE ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. FT FOOT OR FEET VERT VERTICAL STEPS. STRUCTURAL STEEL: FTG FOOTING W OR W/ WITH 9. DO NOT EXCAVATE GREATER THAN A 2H:IV SLOPE BELOW FOOTING. GA GAUGE 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: GALV GALVANIZED 10. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. GRD GRADE 11. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A QUALIFIED TECHNICIAN MISC. PLATE, BAR,ANGLE, CHANNEL: ASTM A-36(Fy=36 KSI) HGR HANGER HALLOW STRUCTURAL STEEL(HSS): ASTM A-500, Gr. B (Fy=46 KSI) HORZ HORIZONTAL AS APPROVED BY THE ENGINEER OF RECORD. HS HIGH STRENGTH 2. ALL FABRICATION, ERECTION AND IDENTIFICATION OF STRUCTURAL STEEL SHALL CONFORM TO RISC SPECIFICATIONS. HSB HIGH STRENGTH BOLT CONCRETE(CAST IN PLACE): 3. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS.ALL WELDERS SHALL BE CERTIFIED UNDER AWS SPECIFICATIONS. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED WELDS SHALL BE MADE WITH E70 SERIES ELECTRODES UNLESS OTHERWISE NOTED.WELD TESTING AND INSPECTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE AWS D1.1 AND AISC. THE STEEL FABRICATOR AND ERECTOR SHALL 'x I COMPRESSIVE-CYLINDER STRENGTH OF 3,500 PSL p _ �e N 2. CONCRETE FORMS, MIXING, PLACING,AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST DEVELOP A WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1, FOR ALL WELDS SUBMIT WRITTEN COPIES TO THE LEGEND AND SYMBOLS o c N INSPECTOR FOR APPROVAL. ; r.. o N EDITION AND SPECIFICATIONS. Clykki 4. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (M.B.)CONFORMING TO ASTM A307. t.,, a c 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. 5. ALL STEEL EXPOSED TO WEATHER MOSTURE SOIL OR AS NOTED SHALL BE HOT DIP GALVANIZED PER ASTM A-123 UNLESS ~ i 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. NOTED OTHERWISE IN SPECIFICATIONS. 5. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON THE DRAWINGS. MASONRY/STONE VENEER: �Ut ' -= 7- � 1� �C � -= - BEARING WALL o ELEVATION LETTER _ < 6. CONCRETE WATER CEMENT RATIO SHALL NOT EXCEED 0.50. 1. VENEER SHALL SHALL BE TIED DIRECTLY TO WALL STUDS, COLUMNS, AND OTHER STRUCTURAL ELEMENTS. TIES TO BE P, 7. CONCRETE SHALL HAVE 5% +/- 1% ENTRAINED AIR. SPACED AT 16"HORIZONTALLY AND 18"O.C.VERTICALLY, MAXIMUM. IN NO CASEIS THE AREA OF THE VENEER SUPPORTED BY " 8. CONCRETE EXPOSED TO WEATHER SHALL HAVE 6% +/- 1% ENTRAINED AIR. EACH TIE TO EXCEED 2.0 SQ. FT. „ NON-BEARING WALL x iO 2. TIES SHALL EITHER BE 3/4"x 22 GAUGE GALVANIZED METAL TIES OR#9 GAUGE GALVANIZED WIRE TIES. ELEVATION VIEW m O 3. HORIZONTAL REINFORCEMENT SHALL BE PLACED AT 16"O.C.VERTICALLY AND CONSIST OF#9 GALVANIZED WIRE JOINT SX REINFORCING STEEL: _ _ _ _ _ . = ;r� 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: REINFORCEMENT TO BE SECURED TO TIES. FOUNDATION WALL _ < ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. 4. TOTAL MASONRY VENEER WEIGHT SHALL NOT EXCEED 40 PSF. SHEET WHERE DRAWN I z 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO OSSC STANDARDS. o N . z'�akax 1 ... w tt°e r�� 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. STRUCTURAL SUBMITTALS. 'gym l3 1 M 4. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL 1. SUBMITTAL PROCEDURE: 2T2 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT A. DELIVER TO THE ENGINEER OF RECORD A MINIMUM OF(4)COPIES OF EACH SUBMITTAL ITEM SEE SHEARWALL SECTION LETTER y> I 2. FOR EACH SUBMITTAL ITEM ALLOW 15 DAYS EXCLUDING DELIVERY TIME TO AND FROM THE CONTRACTOR. SCHEDULE FOR TYPE - AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH { ) _ � 3 0 a ADEQUATE LAPS. 3. SCHEDULE OF SUBMITTAL ITEMS: 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. A. CONCRETE MIX DESIGN NEW SHEAR PANEL x BUILDING SECTION BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. B. SHOP DRAWINGS: Sx ��,D PROFF 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: B1.1 REINFORCING STEEL G SEE HOLDDOWN INE A) CONCRETE CAST AGAINST EARTH =3" B1.2 MANUFACTURED ROOF TRUSSES SCHEDULE FOR TYPE SHEET WHERE DRAWN �� F,Q B) CONCRETE EXPOSED TO EARTH OR WEATHER B1.3 STRUCTURAL STEEL #5 AND SMALLER- 1Y" C. PRODUCT DATA . C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER D. SAMPLES OR ADDITIONAL PRODUCT DATA MAY BE REQUESTED BREAK INDICATOR OREGON SLABS,#11 BARS AND SMALLER=%" „ v . �Oh BEAMS AND COLUMNS= 1�2 #6 AND LARGER=2 SPECIAL INSPECTION: i4' 7. PLACE 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND INSPECTOR IS TO BE CONTRACTED BY OWNER, ENGINEER OR ARCIHTECT PER IBC CODE REQUIREMENTS,AND LOCAL ORDINANCES.A �� SPACING TO HORIZONTAL REINFORCING. PRE-CONSTRUCTION MEETING SHALL TAKE PLACE PRIOR TO FOUNDATION INSTALLATION. THE CONTRACTOR,ARCHITECT, ENGINEER 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24"MIN.)LAPS. AND INSPECTOR SHALL ATTEND. SPECIAL INSPECTIONS SHALL BE PERFORMED ON THE FOLLOWING WORK: 1EXPIRES.06-30-2012 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE&TEMPERATURE REINFORCEMENT IN ALL SLABS. TRUSS SPAN 10. REINFORCEMENT STEEL SHALL NOT BE DISPLACED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVED 1. SUBGRADE: EXTENT BY THE STRUCTURAL ENGINEER OF RECORD. A. OBSERVATION OF SITE PREPARATION, GRADING PLACEMENT AND COMPACTION OF OPERATIONS BY 11. "WET SETTING"OF REINFORCEMENT,ANCHOR BOLTS, HOLDOWN ANCHORS, OR INSERTS IS NOT PERMITTED. GEOTECHNICAL ENGINEER. 2. CONCRETE: 0- 0 architects inc. METAL PLATE CONNECTED TRUSSES: A. PLACEMENT OF CONCRETE FOUNDATIONS (CONTINUOUS) 07 I- ' 1. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNATED AND MANUFACTURED IN ACCORDANCE WITH"DESIGN B. TAKING OF TEST SPECIMENS-AIR,STRENGTH AND SLUMP(CONTINUOUS) w SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", TPI-24 AS PUBLISHED BY THE TRUSS C. BOLTS CAST IN CONCRETE(PERIODIC) o 3WOOD; 41 19 NE Cesar E. Chavez Ave. . PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: Portland, Oregon 97211 TOP CHORD =25 PSF LIVE LOAD A. SHEAR WALL NAILING, BOLTING,AND FASTENING INCLUDING HORIZONTAL STRAPS FOR ALL SHEAR WALLS WITH 503.284.6917 = 10 PSF DEAD LOAD NAIL SPACING LESS THAN 6"O.C. BOTTOM CHORD = 10 PSF LIVE LOAD TYP www.kasapdx.com = 10 PSF DEAD LOAD + CEILING MOUNTED EQUIPMENT PER ARCH. PLAN 4. STEEL: FABRICATOR/ERECTOR SUBMIT WPS TO INSPECTOR, WITH THE EXCEPTION OF SHOP WELDING PERFORMED BY AN TOTAL LOAD = 20 PSF +SELF WEIGHT APPROVED FABRICATORS SHOP. Scwhindt NET UPLIFT(WIND) = 15 PSF A. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16"-PERIODIC 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING B. COMPLETE JOINT PENETRATION WELDS(CJP) -CONTINUOUS Medical/Dental THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF- RECORD FOR REVIEW. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE INSPECTOR, (48 HR. MINIMUM NOTICE), FOR INSPECTION SERVICES. THE Office 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE,AND METAL SEATS REQUIRED,AND SHALL INSPECTOR SHALL BE PRESENT AT THE PRE-CONSTRUCTION MEETING TO COORDINATE WORK WITH THE CONTRACTOR, ENGINEER DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. AND OWNER.ALL INSPECTORS SHALL BE CERTIFIED TO PERFORM NECESSARY INSPECTION PER IBC,ACI,AWS OR OTHER APPROVED 11445 SW Summerfield Dr. 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. GOVERNING INSTITUTION. Tigard, Oregon 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF 2000 LBS.AND MINIMUM SIZE OF PLATES OF 3"X 511• STRUCTURAL OBSERVATION: KASA Proj # 1105 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB-STIFFENERS REQUIREMENTS 1. STRUCTURAL OBSERVATION SHALL BE PERFORMED ON THE PROJECT. OBSERVATION WILL BE REQUIRED AT THE AND ALL CONCENTRATED LOADS PRIOR TO TRUSS-FABRICATION. FOLLOWING STAGES: PERMIT Set:MARCH 20,2012 A. PRIOR TO FOUNDATION POUR B. AT COMPLETION OF ROOF JOIST INSTALLATION STRUCTURAL 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT LEAST FOUR(4)DAYS IN ADVANCE OF COMPLETION REQUIRING SITE OBSERVATION. GENERAL NOTES S1 copyright KASA Architects, Inc.2012 ' r @ LOWER TYP, UNO ROOF 12 16 S3 7 x 16 PSL W/SIMP. HUCQ612-SDS S4 13 @ EACH END, NOTCH EACH END TO S3 13 ACCOMMODATE HANGER PER 14/S3 SEE 20/S4 SIM TYP, U710 @ LOWER 12 S3 TYP TYP 5-1/4 x 14 PSL W/ ROOF SIMP. HUCQ612-SDS S3 S3 16 10 UNO SEE DETAIL 14/S3 @ EACH END,TYP SEE DETAIL 14/S3 S4 S3 (3)2x6 TRIMMERS SEE PLAN NOTE 15, TYP LINO 15 (2)2x10 PER 4/S3 (2)2x10 PER 4/S3 (3)2x10 PER 4/S3 (2)2x10 PER 4/S3 ` 9 SEE PLAN NOTE 8 ,I 1 1 SEE PLAN O.C. II II ® � �- II MNF TRUSSES @ 24 S3 I SEE PLAN NOTE 13 BY OTHERS, TYP UNO NOTE 8 II 5-1/4 x 14 PSL W/ w I, SIMP. HUCQ6 2-SDS c0 @ LOWER 21 @EACH END TYP UNO @ LOWER Z SEE PLAN I II II ROOF 12 S3 ROOF NOTE 8 I II II s4 @ ENTRANCE I� I Z S3 � 7 w II II ROOF ACCESS PARAPET II 16 SEE PLAN SEE PLAN S4 13 w I '� " OPENING I v- 13 S3 � S3 I NOTE 9 NOTE 13 I w (2)2x10 PER 4/S3 II „ w NSEE PLAN �....__.__...--.---.._.__............._ ...-.._..._._._._.._..__. ........_.__--..............._... ......_.._...._..... ROOF TOWER NOTE 8 -------------------------- SEE PLAN E _ / S2 SCALE: 1/8 - 1 -0 �' NOTE 11 ! . S3 10 II - - - / � 9 I S3 I E._._____. _._.___.__.___. .._._.__._,_,_,_,_,_,_._._._,__,___,_,__ E SEE PLAN ir=II / E I 1 fl 1 - I POST � 6x6 OS E I 15-0 NOTE 12 , S3 / E t 3 CO a PLAN NOTES ............ t 4e II 16 DRAWINGS TO COORDINATE AND VERIFY ALL DIMENSIONS. S4 1. REFER TO ARCHITECTURAL z 1 Z II II MNF TRUSSES @ 24"O.C. -711 t' 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FLOOR ELEVATIONS, SLOPES,AND RECESSES. I BY OTHERS, TYP UNO w 5-1/4 x 14 PSL W/ 71 3. PROVIDE MIN 6"COMPACTED 4" MINUS BASE ROCK BELLOW ALL CONCRETE SLABS. COMPACT TO CONFORM w TYP I SIMP. HUCQ612-SDS II BACKFILL NOTED IN STRUCTURAL NOTES ON SHEET S1 TYPICAL UNLESS NOTED II II SEE PLAN EACH END,TYP UNO WITH STRUCTURAL10 @ OTHERWISE. PROVIDE COMPETENT VAPOR BARRIER OVER BASE ROCK BENEATH SLAB. I S3 II II NOTE 13 �� SEE PLAN SEE PLAN I I SEE PLAN ` 'I NOTE 13 ��O 4. SEE SHEETS S3&S4 FOR TYPICAL DETAILS. I II II NOTE 8 WALL IDENTIFICATION NOTE 8 5. REFER TO TO SHEET S1 FOR GENERAL STRUCTURAL NOTES. -- V� 6. INDICATES SHEAR WALL&HOLDOWN. SEE SCHEDULES ON THIS SHEET. FOUNDATION WALL 6x6 POST SEE PLAN ----------- 5-1/4 x 14 PSL W/ - 7. SEE DETAIL 5/S3 FOR TYPICAL CONTINUOUS DOUBLE TOP PLATE REQUIREMENTS. NOTE 13 SIMP. HUCQ612-SDS r16 @ EACH END, TYP UNO SEE 20/S4 @STEEL S4 SIMP. CMST12 x 22'-6", SECURE TO WALL 8. SIMPSON CMST12,SECURE TO TOP OF ROOF SHT'G. PROVIDE 2x4 FLAT BLOCKING BELOW SHT'G UNLESS _ CANOPIES,TYP TyP DIRECTLY ABOVE&BELOW WINDOW DETAILED OTHERWISE. STRAP TO BE CONTINUOUS AS SHOWN, SPLICE AS REQ'D PER MANUFACTURER. SHEAR WALL C MAIN ROOF SHT'G& FRAMING TO BE L:. N 9. BLOCK ALL ROOF SHT'G PANEL EDGES WITH 2x4 FLAT BLOCKING AND EDGE NAIL AS NOTED ON SHEET S1. S2 CONTINUOUS BENEATH TOWER o I �.. E N e-.E N BEARING WALL C/� �+ w , `�'• 10. __ _= INDICATES GIRDER TRUSS, BY OTHERS. N M _............................................................ RIN WALL ROOF FRAMING PLAN Z .. 11. ROOF TOP MECHANICAL UNIT WITH WEIGHT=750 LBS, PROVIDE 4x10 BLOCKING BELOW UNIT PERIMETER _ NON-BEARING B PER 18/S4. i~ 3 3 P-, o . S2 SCALE: 1/8" = 1'-0" � � r--� o 12. HSS 3x3xl/4 AT MECHANICAL UNIT SCREEN,SECURE TO ROOF TRUSSES BELOW PER 171S4. UJ Cq 13. 5-1/4 x 5-1/2 PSL FULL HEIGHT POSTS W/ 2 SIMP.A34 @ TOP&BTM, (4)TOTAL, TYP, UNO. Lx Z LU 0 3 14.ALL PSL BEAMS AND POSTS SHALL MEET THE MINIMUM FOLLOWING REQUIREMENTS: Fb =2,900 psi, Fv=285 psi, E=2.0 MILLION TYP I 1 E � tE ; N 15. 2x6 WALL STUDS @ 12"O.C.,TYP UNO. S3 xx E a ry 3 Z 16. 2 2x6 WALL STUDS 12"O.C. 4 i tt,a ( ) @ A A p► p` SEE DETAIL 2/S3 AT ALL SEE DETAIL 21S3 AT ALL 1 1 1 1 TYPE 2 HOEDOWNS I TYPE 2 HOLDOWNS - _ _ t i . o r• - lit 'R SHEAR WALL SCHEDULE _ -- ------ --------- -------- ------ ------ ------ - --.------ ---------------- /C\ ------- --------J ; 1 I i 2 �� G1 NFF� S3 SILL PLATE. CONC. i ; 41 SHEAR WALL INFORMATION @ RIM JOIST COMMENTS TYP i 7 51 @ JOIST OR BLK G CONDITION /B\ i 5/8 DIA.x 7 CONC. EMBED i OREGON Y APA RATED SHT'G ONE c 11 i 3 v i //A\ �� ALV AB's 48 OC t� O _ SIDE W/8d NAILS @ 6 OC G @ NA SEE NOTE 1,2,4 i TYP g3 i 'n �• 14, EDGES&12"OC FIELD 16d @ 6"OC Y°APA RATED SHT'G ONE 5/8" DIA.x 7" CONC. EMBED i B ,� GALV AB's @ 42"OC NA SEE NOTE 1, 2,4 S3 _ SIDE W/8d NAILS 4 OC EXP IRES:a6 30 2012 @ LD 16d 5 OC i EDGES& 12 OC FIE @ 5/8" DIA.x 7"CONC. EMBED _,._,.....,_...._..,._,._.,.....t, _;. Y"APA RATED SHT'G ONE C C GALV AB's 24"OC 2 _ SIDE WI 8d NAILS @ 2"OC @ NA SEE NOTE 1,2, 3,4 i_------- EDGES& 12"OC FIELD 16d @ 3"OC 3 4"CONC INTERIOR i s3 SLAB wi#4 @ architects, inc. NOTES: 1 i 24"O.C. EA WAY -+ 1.�4"x 3"x 3"STEEL PLATE GALVINIZED WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. S3 i 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL 1 AB WITHIN 12"OF EACH WALL END. TYP 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR GREATER AND NAILS ARE TO BE STAGGERED. i ,�' 4119 NE Cesar E. Chavez Ave. 4. SEE DETAIL 6 ON S3 FOR TYPICAL SHEAR WALL LAYOUT. q i ' C Portland, Oregon 97211 2 503.284.6917 www.kasapdx.com p i 2 AT ALL EE DETAIL /S3 HOLDOWN SCHEDULE i TYPE.2 HOLDOWNS - Scwhindt COMMENTS 1 Medical/Dental ATTACHMENT A HOLDOWN i J TYP Qf f ------ -------- Office --------------------------------------------------- ' S3 ice NA NA 2 11445 SW Summerfield Dr. 0 NOT REQUIRED SSTBL1 6 HOT-DIPPED GALV ANCHOR /B\ B B B Tigard, Oregon SIMPSON 5 11 1 1 1 1 EMBED. 12/ INTO FOUNDATION. SCREW STRAP TO KASA Proj # 1105 1 SIMPSON HDU2 DOUBLE KING STUDS OR FULL HEIGHT PSL POST NOTED NA 1 W/ 6 SDS DIA x 2%"SCREWS1_VTY1P ( ) 4PERMIT Set,MARCH ,SIMPSON SSTBL28 HOT-DIPPED GALV ANCHOR EMBED 2418" INTO FOUNDATION. SCREW STRAP TO SEE DETAIL 2/S3 FOR FRAMING 2 SIMPSON HDQ8 6x6 DF-L POST OR FULL HEIGHT PSL POST NOTED SSTBL28 INSTALLATION PLANS W/(20)SDS Y4 x 3 SCREWS NOTES: N 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/16d NAILS @ 6 FULL HEIGHT(TYPICAL). A FOUNDATION & MAIN LEVEL SHEAR WALL PLAN 2. PROVIDE HOLDOWN NOTED WITHIN 6"OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. S2 SCALE: 1/8"= V-0" 3. SEE DETAILS 7 AND 8 ON SHEET S3 FOR TYPICAL HOLDOWN DETAILING. copyright KASA Architects,Inc.2012 NOTE: CONCRETE SLAB ON %"WIDE X 1" DEEP 1. SIMP. TITEN HD 5/8" DIA.x 7"CONC. EMBED ANCHORS MAY BE USED IN GRADE, SEE PLAN (MIN)SAWCUT PLACE OF CAST IN PLACE ANCHOR BOLTS SPECIFIED, MATCH SPACING, FOR ADDITIONAL PERIODIC SPECIAL INSPECTION REQUIRED INFORMATION 2. SEE SHEET S1 FOR PT&GALVANIZING REQUIREMENTS, TYP. 1. HEADER PER PLAN ° RIGID INSULATION a* 2. TOENAIL- 3 16d TYP a PER ARCH. PLANS 112"TO FACE OF STUD ° 2 3. 16d @ 8��O.C. STAGGERED WALL SHT'G SIMP. HOEDOWN PER--\ 0 ° 4.SOLE PLATE 2x6 @ 12"O.C., UNO 4"CMU VENEER PLAN o NOTE: FIRM UNDISTURBED 5.SILL SHOWN CUT AWAY TO ° °°° PROVIDE SAWCUTS AS SOON SHOW NAILING. 2 16d EACH STUD 4'-0" MINIMUM P.T. 3 x 8 PLATE W/5/"O 11 I EDGE NAILING °°° AS PRACTICAL AFTER SLAB SOIL OR APPROVED ( ) ANCHOR BOLTS @ 48"O.C. SIMP. SSTBL28 PER ° ° SEE 1/S3 CAN SUPPORT EQUIPMENT. STRUCTURAL FILL 6. KING STUDS PROVIDE(2)TYPICAL, TYP, UNO IN SHEARWALL ;`,n, IF OPENING �5'-0"WIDE PROVIDE 3 16d @ 16" 16d @ 3"O.C. SCHEDULE v PLAN ° 6 7 O.C. -TYP AT SPLICE (1)#4 CONT. BELOW WALL �1N 7. TRIMMER PROVIDE(2)TYPICAL CONCRETE SLAB ON TOOLED EDGE •a a a FINISHED GRADE a .. a a GRADE, SEE PLAN W/Y" RADIUS 9 8. CRIPPLE STUD a a FOR ADDITIONAL a ° II 11 • a d L,. a' d INF RMATION IL 9. (4) 16d EACH END TO HEADER a _ • 2 #4 CONT INF T a 00 ING CONC. SLAB 1 ° 3 CLR Q _ #4 BENT DOWELS a © ° - I II �— ;n ON GRADE a a @ 18"O.C. a ® `_4 a. PER PLAN • r FOUNDATION DRAIN • a �• KEYED JOINT J " 1/„ 8" 8" FIRM, UNDISTURBED 0 U ° AT SIMPSON SSTBL28 ° FORM 112 x 312 SOIL OR APPROVED M - HOLDOWN, PROVIDE a STRUCTURAL FILL —III- I 4"DEEP x l'-0"WIDE NOTE: (3)#4 CONT. @ FOUNDATION r I — (1)#3 CONT TYPICAL „ FIRM, UNDISTURBED 12 CLR —III- I IT IS THE CONTRACTOR'S OPTION 2x STUDS @ 12 O.C., UNO BTM OF FOOTING EXTENSION CENTER WHICH JOINT TO USE. 4 SOILS APPROVED 112 ON HOLDOWN 1 -6 STRUCTURAL FILL TYP 1 FOUNDATION PERIMETER 2 FOUNDATION SIMP. SSTBL281�;� SLAB JOINT 4 TYPICAL FRAME OPENING 5 TOP PLATE SPLICE S3 SCALE: 1"= l'-0" S3 SCALE: 1"= 1'-0" S3 SCALE: 1"= 1'-0" IlI S3 SCALE: 1" = 1'-0" K�T SCALE: 1"= 1'-0" NOTES: 1. MAINTAIN 3/8"MINIMUM EDGE DISTANCE FROM PLYWOOD SHEATHING TO NAILS. WALL SHT'G/EDGE NAILING, SEE SCHED 2. EDGE NAILING TO BE APPLIED TO ALL PANEL EDGES. CONTINUOUS DOUBLE FOR MORE INFO 3. PLACE FACE GRAIN OF PLYWOOD HORIZONTAL. TOP.PLATE PER 5/S3 TYP OPENING PER 4/S3 END MEMBERS, SEE HOLDDOWN SCHED 2x BLOCKING W/8d @ 6"O.C. SHEARWALL SHEARWALL REFER TO SCHEDULE REFER TO SCHEDULE EXTENT OF WALL LENGTH 2x4 SEE PLAN HOLDDOWN, SEE 11„ 2 (4) 16d NAILS PLAN AND SCHED @ 2 EDGE NAILING REQUIRED ALONG HOEDOWN POSTS 2x STUDS 6" MAX FROM END z EDGE NAILING ° ° 1 °I H: AND DOUBLE TOP PLATE @ 12"OC OF WALL,TYP, U.N.O. w = N PER SHEAR WALL SCHEDULE 16d NAIL 6"OC J TYP, UNO @ J Q SIMP. STRAP ° i i 2x TRIM ® V °' a DBL STUDS ¢ _j PER PLAN ° ° 1 1 ° 6 � w ... ry M SOLID BLOCKING ALONG BOARD W/ o EA END UNO HOLDDOWN, SEE �"� w MNF TRUSS (2)#10 x 3" PANEL EDGES PER PER SHEAR WALL PLAN AND SCHED O 2x6 LONG WOOD SHEAR WALL SCHEDULE (2)2x SCHEDULE i- O G 0 o Z AT ALL UNSUPPORTED EDGES SILL ® END MEMBERS w SCREWS o PT ILL PLA SEE PLAN AND w ° ° (6)#10 x 3 LONG SCREWS W ° S TE W/ANCHOR SCHEDULE C,E..,,� c 0 BOLTS SEE PLAN AND 7 - EDGE NAILING W/2x6&2x12 HOLDDOWN, TYP R-w � SHEARWALL SCHEDULE o TIGHT FITTING BLOCKING FOUNDATION FIELD NAILING PER BETWEEN EACH STUD, M�'�I Ilk K 11 Ijill ill SEE PLAN SHEAR WALL HED LE SECURE @EACH END W/(2) I■�■I ° e 'I I1 e 8 •;• e: a a SIMP A34 16d TOE NAILS •, °' a a (2)ROWS OF EDGE r, . -. •a• .. I�d :� ° ° e a. h .d'..II . a' a f_ ° a a a a e SHEATHING PER SHEAR WALL NAILING, SEE SCHD, 2x6 @ 16 O.C., (4) 16d NAILS a.. " ° a e d Q' a n• N ea' ° .• .� a e a P d'°. 6"MAX a ea. °. PLAN &S a: d .e A ed a a ad • ° ' FROM END o a � d� SHT'G ate'• ° ALL, TYP, U.N.O. SHEATHING PER `n e TYPICAL • OF W SECURE ROOF S /(4) 4' ° a EVENLY SPACED 10d NAILSSHT'G - w (2) ROWS OF EDGE NAILING EXTENT OF WALL LENGTH SHEAR WALL PLAN & WALL t„ HOLDDOWN REQUIRED WITHIN HOLDDOWN POST PER SHEARWALL PER SHEAR WALL SCHEDULE SEE PLAN SCHEDULE (2)2x6 @ 12" i N o 6"OF EACH END OF SHEARWALL, U.N.O. SCHEDULE. SEE SHEARWALL PLAN,TYP INTO HOEDOWN POST,TYPICAL LARGEST HOLD- O.C. SEE SHEARWALL PLAN DOWN, SEE PLAN AND SCHEDULE �O PROFF GINE `ff/ 6 TYPICAL STUD & SHEAR WALL ELEVATION 7 HOLDDOWN DETAIL HOLDOWNS AT CORNERSrgROOF PERIMETER 8 S3 SCALE: NTS S3 _ o�_ �, „_ „ SCALE: 1 - 1 0 S3 SCALE: 1 - 1 0 S3l'-O" 7 1 SCALE: 1 - 1 0 SIMP. H1 @ � OREGON O� EACH STUD ,� . 149 EDGE NAILING 2x BLOCKING W/8d 6"O.C. EXTEND TRUSS TO VERT. NOTE: A • @ 2x6 BLOCKING W/ FORM PARAPET(2x6 MIN) 2x4 BLOCKING W/ 16d ROOF SHEATHING PER 1. SECURE DBL TOP PLATES AT CORNERS TOGETHER W/ 1/4" MAX GAP FOR AIR NAILS @ 6"O.C. SIMP. SDS 1/4 DIA.x SIMP. LSTA9, CENTER ON CORNER. EXPIRES-.06-30-201 BARRIER PER ARCH 3-1/2"@ 9"O.C. GENERAL NOTES 1 ° ° MAIN ROOF SHT'G TO EDGE NAILING BE CONTINUOUS EDGE NAILING EDGE NAILING SIMP. STRAP ° 1 BELOW ROOF TOWER 1/4"MAX GAP FOR AIR PER PLAN ° ° ° ° ABOVE BARRIER PER ARCH architects, inc. MNF TRUSSES WALL SHEATHING PER PLAN EDGE NAILING 7 OTCH SHT'G AROUND v° 3x6 BLOCKING INCOMING BEAM (6)#10 x 3"LONG SCREWS 8d NAILS @ 6" O.C. DBL TOP PLATE ABOVE 4119 NE Cesar E. Chavez Ave. SECURE @ EACH WALL SHT'G 2x4 STUDS @ 24"O.C. (EDGE NAILING) PSL PER PLAN Portland, Oregon 97211 5 MIN END W/(2) 16d NAILS W/SIMP SP1 TRUSS BLOCKING GOOD 503.284.6917 EDGE NAILING W/2x EDGE NAILING EDGE NAILING FOR 150IPLF, BY TRUSS www.k'asa*pdx.com F(OT ERS) p TIGHT FITTING BLOCKING 8d @ 6"O.C.,TYP BETWEEN EACH TRUSS, ROOF SHT'G SHAPED 2X �i , SECURE BLOCK AT EACH 2x4 PLATE W/SIMP. � SCWhlndt END W/(2) 16d TOE NAILS SDS 114" DIA.x 4-1/2" WI STD WASHERS @ EDGE NAILING 2x6 STUD W/SIMPSON 3" MAX BEAM NOTCH TO Medical/Dental SIMP. SDS 1/4"DIA.x 24"O.C. MANUFACTURED 3-1/2" 9"O.C. WALL SHT' TRUSSES OR ROOF SDS 1/4" DIA.x 4-1/2" ACCOMMODATE ' @ G RAFTERS 24" O.C. LONG @ 12"O.C. HANGER, DO NOT Office EDGE NAILING W/2x4 @ OVER CUT SIMPSON H1 TIGHT FITTING BLOCKING 4x10 W/SIMP. LSSU410 SIMP H1 CLIP 11445 SW Summerfield Dr. CLIP @ EACH BETWEEN EACH TRUSS Tigard, Oregon @ EACH END BETWEEN TRUSS @ TRUSS MID HT LET IN 2x12 LEDGER, EACH TRUSS CONTINUOUS DOUBLE (2)SIMP.A34, (1)ON MNF TRUSSES SECURE @ EACH STUD TOP PLATE. SEE TOP KASA Proj # 1105 PER PLAN W/(3) 16d NAILS PLATE SPLICE DETAIL. WALL SHEATHING, L EACH SIDE OF TRUSS, 6x6, (4)TOTAL PERMIT Set:MARCH 20,2012 OFFSET FACE HANGER WALL SHEATHING CONTINUOUS CONT. DBL TOP PER TRUSS MNF 2x4 @ 24"O.C. PLATE PER X/SX EDGE NAILING PLAN VIEW STRUCTURAL 2x6 @ 8"O.C. 2x6 @ 12"O.C. WALL SHT'G DETAILS 10 ROOF PERIMETER 11 ROOF PERIMETER 12 ROOF TOWER DETAIL 13 UPPER ROOF PERIMETER ,4 ENTRANCE PIER S3 SCALE: 1"= 1'-0" S3 SCALE: 1"= 1'-0" S3 .� _ " _ " ,o_ „ SCALE: 1 - l'-O" S3 SCALE: 1 - 1 0 S3 SCALE: 1 - 1 0 copyright KASA Architects, Inc.2012 I 22" EMBED L2-1/2 x 2-1/2 x 1/4 x 31 " I I SECURE UPPER PLATE TO 6x6 i ° all LONG W/ 1/2" DIA. BOLT i i 1OR PSL POST PER PLAN ° ° I I TYP 3116 72 NOTES: 5/16 1.SEE GENERAL NOTES FOR SPECIAL 4 I I L4x4x1/4 INSPECTION REQUIREMENTS. 41 2 _ 2.ALL EXTERIOR STEEL&FASTENERS SECURE BLOCK NOTES: o -T TO BE HOT-DIP GALVANIZED, TYP @ EACH END W/ I 1. SEE GENERAL NOTES FOR SPECIAL SIMP A35 I1/2" DIA.THREADED 9" MAX � � INSPECTION REQUIREMENTS. ROD W/CLEVISE TOP& SEE ARCH 2.ALL EXTERIOR STEEL& FASTENERS BTM FOR DIM i I TO BE HOT-DIP GALVANIZED,TYP MECH. UNIT PLATE 1/2 x 4"x 4"CMU VENEER CURB, BY AS SHOWN W/(2)5/8" - ww'y-meg - PER ARCH. OTHERS 1/2"PIN DIA. LAG SCREWS PLATE 1/2�"x 01 r N PLATE 1/2"x AS SHOWN AS SHOWN ROOF SHEATHING EMBED AS SHOWN I EDGE NAILING AT o - A i A - '`�`} L6x4x1/2(LLV) CONTINUOUS ROOF SHT'G o �, k., , COPE FLANGES 6" V I I EACH SIDE OF RIDGE , @ OPENINGS, PROVIDE 4 _ SOLID BLOCKING o BEARING @ EACH END i w 5/16 -:104 TYPICAL - J i i (2)5/8 DIA. THRU BOLTS, - MANUFACTURED �iN 1 COUNTER SINK @ BEAM AS MET x 20AL DECKING, O HSS 3x3x1/4 W/ TRUSS OR RAFTER - 5/16 SHOWN, SEE 19/S4 MET�_ „ I 1/8"CAPPING PLATE FOR LAYOUT ��-_ SLOPE 1/2„ PER 3 112”THICK SHAPEDI EACH ENDCIII �J FOOT PER ARCH --� _� C8x11.5 . j PLATE @EACH SIDE @ C8x11.5 V L J OF OPENING&@ 4x10 W/(2)SIMP. I 3'-6"O.C. BETWEEN A35 @ EACH END 1"MAX 3/16 TYP @ HSS CJP, TYP /L 1/2 CONNECTION PLATE WASHER I I 5/8" DIA. THRU BOLT @ C8x11.5 PLATE 1/4"x 3"x 3" j 4x10 W/(2)SIMP.A35 @ C8x11.5 W/(2) 1/2" DIA.THRU 6x6 W/SIMP.A35 2x6 W/SIMP.A35 i I EACH END @ TOP&BTM @ TOP&BTM I I BOLTS, COUNTER SINK @ BEAM AS SHOWN (3)5/8"DIA. THRU MNF TRUSSES SECTION BOLTS LEDGER DETAIL MECKSCREEN18 MECH. UNIT SUPPORT 19 CANOPY SECTION DETAIL RIDGE DETAIL 16 17 K015 .. S4 SCALE: 1"= 1'-0" S4 SCALE: 1" = 1'-0" S4 SCALE: 1"- 1'-0" S4 SCALE: 1"- 1'-0" S4 SCALE: 1" - 1'-0" PSL POST PER PLAN 2x4 VERT.W/(4)#10 x 3' LONG SCREWS 71" 2'-9" 10" 10" 404 2'-9" 7" le SIMP. H2.5 @ EACH 2x HORIZ. PSL POST PER PLAN I° ° I ° ° ° ° ° ° I I° ° I I i0 0EXTEND TRUSS TO VERT. C8x11.5 FORM PARAPET(2x6 MIN) PSL POST PER PLAN EDGE NAILING 001/ W7� i HSS 3x3x1/4 5/8" DIA. THRU BOLTS LOWER - (2)SIMP. SDS 1/4"DIA.x 3" Le N � 6x6 ABOVE BEAM FOR @ CONT. DBL TOP ® " } N T UPPER CANOPY CONNECTION CONNECTION PLATE V C, oxo PLATE SECURE TOP&BTM 00 2x4 @ 24"O.C. i U U 6x6 ABOVE BEAM FOR ; € N W/SIMP.A35 �" 1.. 5..,� ,� 0. 1 _t. ,_ 1 UPPER CANOPY CONNECTION 16d @ 6 O.C. 1 2x BLOCKING, EDGE NAIL ; O PLATE, SECURE TOP&BTM WALL SHT'G WALL SHT'G, TYP W/SIMP.A35 SIMP.A35 BEYOND EACHZ Q.� _ ` ADDITIONAL HSS3x3xl/4 @ SIM x EDGE NAILING •• @ CONDITION U END OF 2x BLOCKING a I o 'j i.,.. C U HSS 3x3xl/4 (2)SIMP. SDS 1/4" DIA.x 3" 3 �3 �■■ �NF .•-1 ` 2x6 BRACE @ 24"O.0 FIT C� ® • P-4 M��_ Con !,,s i TIGHT TO 2x BTM PLATENN V c �' C8x11.5 ZD ,'� ''iROVIDE 112"THREADED ROD - I AF3 ;1� m 19 PROVIDE 1/2"THREADED ROD 19 PROVIDE 1/2"THREADED ROD 19 &CLEAVIS PER 18/S4 _ Z °' S4 &CLEAVIS PER 18/S4 S4 &CLEAVIS PER 18/S4 D S4 0 N N i L5x5x3/8 W/(2)SIMP. SDS 1/4"' _, SIMP.A35 BEYOND @EACH fi DIA.x 4-1/2" @ 12"O.C., END OF 2x BLOCKING _;;?zrx I M z,� i`i 3 NOTES: PROVIDE 4" MIN BEARING @ 1. SEE GENERAL NOTES FOR SPECIAL EACH END (2)SIMP. SDS 1/4"DIA.x 3" INSPECTION REQUIREMENTS. 20 CANOPY PARTIAL PLAN 2.ALL EXTERIOR STEEL&FASTENERS PSL PER PLAN p c TO BE HOT-DIP GALVANIZED,TYPS4 SCALE: 1"= 1'-0" SIMP. LTP4 �� GI NE f� 2x6 BRACE @ 24"O.C, FIT : 71 TIGHT TO PSL BEAM :. NOTCH WALL SHT'G @ OREGON O� HORIZ. 2x6 BRACES ,cam k 149 ZOP ��• NOTES: A . 1. SEE DETAILS 9& 10 ON SHEET S3 FOR INFORMATION NOT SPECIFIED. EXPIRES:015-30-20121 architects, inc. 2, ROOF PERIMETER ENTRANCE S4 SCALE: 1"'= 1'-0" 4119 NE Cesar E. Chavez Ave. Portland, Oregon 97211 503.284.6917 www.kosapdx.com Scwhindt Medical/Dental Office 11445 SW Summerfield Dr. Tigard, Oregon KASA Proj # 1105 PERMIT Set:MARCH 20,2012 STRUCTURAL DETAILS S4 copyright KASA Architects,Inc.2012 i 5 � Q LO W RECEIVED n r Q r V ef2 cV O co co co co CITY OFrIGARDm O q- u, a BIJILDING DIVISION (D V) cif Ju7 (.00 co LO Z W C M d C to MM u7 Z co o L X O M a- F- PROJECT DATA SITE PLAN ABBREVIATIONS NOT TO SCALE LOCATION: - ADDRESS & and F.A. fire alarm PRCST precast L angle F.B flat bar PL plate — — — — — —Y — — — — — — — — — — .�,., at F.D. floor drain P.LAM plastic laminate _ < centerline FDN foundation PLAS plaster c OREGON STRUCTURAL SPECIALTY CODE 2 1 0 diameter or round FE fire extinguisher PLYWD plywoodood # pound or number FEC fire extinguisher cabinet PR pair Lo. � Q OCCUPANCY TYPE: B - 3,576 SF 1:100 = 36 OCCUPANTS _.r ._... .. perpendicular se cabinet — \ (E) existing FHC fire ho ,,,. .,,,,- �....., .....� W.... ....... ....... ....... ....... ..._... ...�,r ...._� ��-n. ...:,_.,. .,_...._ .:. ,-...... ....... ....-....,..-.... ...:.::. .:::::. .::::::. :::.:... .... .... ....,.. �. ...L. perpe lar FIN finish P.T.D. paper towel dispenser .v > plate or property line FL floor P.T.D./R combination paper towel N BUILDING CONSTRUCTION - E TYPE: VB NON SPRINKLERED FLUOR fluorescent dispenser&receptacle ACOUS acoustical F.O.C. face of concrete PTN partition p 0 o o ,, s A.D. area drain F.O.F. face of finish P.T.R. paper towel receptacle nNUMBER OF STORIES:S. 1 ADJ CD C adjustable F.O.S. face of studs AFF above finished floor FPRF fireproof Q.T. quarry tile c CD / — AGGR aggregate FT foot or feet 'c 'cn : c TENANT SQUARE FOOTAGE: 3,576 C C C C / AL aluminum FTG footing R riser o � C C C APPROX approximate FURR furring RAD radius CL L- ARCH architectural FUT future RD roof drain a) U '0 S v ASB asbestos REF reference C.) � ` ASPH asphalt GA gauge REFR refrigerator ca .F.. DEFERRED SUBMITTALS: M.E.P. & SPRINKLER PER OSSC 107.3.4.2 GALV galvanized RGTR register N.� �s I BD board GB grab bar REINF reinforced ot :` / a BITUM bituminous GL glass REQ required v . BLDG building GND ground RESIL resilient BLK block GR grade RM room BLKG blocking GYP gypsum R.O. rough opening BM beam R.W.L. rain water leader BOT bottom H.B. hose bib v HC hollow core S south I CAB cabinet HDWD hardwood SC solid core C.B. catch basin HDWE hardware S.C.D. seat cover dispenser CER ceramic HM hollow metal SCHED schedule a C.1. cast iron HORIZ horizontal S.D. soap dispenser PROJECT TEAM C.G. corner guard HR hour SECT section CLG ceiling HGT height SH shelf - LKG caulking 91lkin SHR shower C Y' .. CLO closet I.D. inside diameter SHT sheet SPACE PLANNER: TONI KING & ASSOCIATES CLR clear INSUL insulation S.N similar � o o � ''�'•• ,�' � ? � center line INT interior S.N.D. sanitary napkin dispenser a "•� TENANT IMPROVEMENT CONTACTS: T 5 " " ONI KING TARA CANTRELL - -,. C.O. cased opening JAN janitor S.N.R. sanitary napkin receptacle :.� .. ,., ._�.: COL column SPEC specification t•';. ^:>� z CONC concrete JT joint SQ square 503 2 243 q 35-0 PHONE: ,� � 3 4 , � �. ��,.�:� s µf`�.. - .� // " .. 9 _ .. ,.... ��.. connection stainless steel_ _ nn S.ST " A:i -.\>:\__.i !��{, ...;�r.�;�.4. ::� CONN co tk@to g at m• tc@tonikingassociates.com = N n I ICI n aSSOCI eS.CO "• � CONSTR construction KIT kitchen S.SK service sink 330 SE MLK BLVD. SUITE 350 "'s.%; [� I ry CONT continuous STA station N ti corridor TD standard CORR corn o laboratory ._ S LAB abo _ PORTLAND, OREGON 97214 / " CTSK countersunk LAM laminate ry STL steel CNTR counter lavatory STOR storage FAX: (503) 546-5698 :: £:, LAV g / ? a CTR center LT light STRL structural SUSP suspended DBL double MAX maximum SYM symetrical DEPT department.y p M.C. medicine cabinet D.F. drinking fountain MECH mechanical T tread `� . . GENERAL CONTRACTOR: PHAIR CONSTRUCTION ' _ [ s a DET detail MEMB membrane T.B. towel bar TENANT IMPROVEMENT ` DIA diameter MET metal CONTACTS: SCOTT EMMETT TBD to be determined / v � DIM dimension MFR manufacturer T.C. top of curb PHONE: (503)572-8606 ___``` DISP dispenser M.H. manhole TEL telephone Scott@phairdevelopment.com / tY Q DN down MIN minimum T&G tongue and groove L Lx D.O. door opening MIR mirror THK thick FAX: (503) 399-0009 I DR door MISC miscellaneous T.P. top of pavement }' CCB# 57427 DWR drawer M.O. masonry opening T.P.D. toilet paper dispenser DS down spout MTD mounted TV television .:.,.,.- -. D.S.P. dry standpipe MUL mullion T.W. top of wall DSG drawing TYP typical N north — — — — — — — — UL underwriters laboratory DENTAL EQUIPMENT SUPPLIER. PATTERSON DENTAL a E east N.I.C. not in contract EA each NO. number UNF unfinished CONTACTS: TRENT CROLLARD EJ expansion joint NOM nominal UR urinal W PHONE: (503 670-0456 a. ' EL elevation NTS not to scale a a a ELEC electrical VERT vertical > trent.crollard@pattersondental.com a = :a ELEV elevator O.A. overall VEST vestibule FAX: (503) 896-6606 0 0 J C w W Q CODE SUMMARY PLANDRAWING INDEXw :D NOT TO SCALA " EXIT ACCESS: A1.0................................................. ........COVER SHEET OCCUPANCY TYPE: B 3,576 SF @ 1:100 = 36 OCCUPANTS IL :. Erosion Control BUILDING CONSTRUCTION TYPE: VB NON �� L.. 4 FLOORP MEN ., LAN W/ DIMENSIONS, WALL TYPES 2 a Inspections N .' 14,° 2 EXITS REQUIRED RED WALL DETAILS, GENERAL NOTES : ��j�A� _ .>, h " Contact: �- '. .-�{.ter-f�: tl, ..._�-,..........,-................... i A. (503)681 4 r ...FLOOR PLAN W/ ELECTRICAL, PLAN NOTES, Initial I Pfior To rF rn DOOR TYPES, DOOR SCHEDULE, HARDWARE SCH., 3 x I Eroew In Prior to Final Buik&v Inspection. ELECTRICAL LEGEND. O o , I � PLUMBING FIXTURE COUNT: A1.3...................... .................FLOOR PLAN W/ FINISHES / - r I OCCUPANCY TYPE: B 3,576 SF /200 = 18 OCCUPANTS REVISIONS FINISH LEGEND, FINISH SCH., PLUMBING LEGEND : - 18 OCCUPANTS / 2 = 9 MEN, 9 FEMALE ::.<... PERMIT SET 03-26-2012 = I ( ," ' ""' "' " "' PER 2010 OSSC CHAPTER 29, TABLE 29-A, 2 VIS 8 PERMIT REV 04-30-2012 ' =cl 1 PLUMBING FIXTURES PER MALE & FEMALE REQUIRED CSD COMPLIANCE A1.4........................... ............ .............................REFLECTED CEILING PLAN, RCP LEGEND, r ::::.: .:.,:,..° ..,. _,,,,,ii,iii,,,,,,,,i,ii, RCP PLAN NOTES, WALL TO MULLION DETAILS w I I 1 CURRENT LAYOUT PROVIDES (1) UNISEX RESTROOM & (1) UNISEX FAMILY RR. ..CABINET ELEVATIONS If A1.5........................................................................................... r PATH OF TRAVEL 57,_2„ / V .. ... ... ... .... .... ..[ COMMON PATH OFT 46DEFERRED 10 COMMON -- - - - - - - - -- -- -- - -- - - - - - - - - -- - - - -� �,�, \ t�Sritil n Il At �tv�tud ■sss csec ss. - sc rase ■ecs SSSS #� �i�hi -�"' t :F Inc v 02-20-12 If c� � DATE�� d+� sssec •sss ■s.tk A1.6.............................. ............................................................CABINET ELEVATIONS `�' t�t€�btr� 1111111111111 11111 11111 :.I UJ b • FILE 2011-39-00 0d s `Truss fti>it A1.7.................. JOB 2011-39-01 ...........................................................................CABINET ELEVATIONS AND RESTROOM ELEVATIONS �.I �tt�p Dr� i � 4 a .� Met DWN TC CHK TK • • / ;-� /,�y r La a �`�is 3pl-oV Cid P1 n ) APPROVED PLANS .Shall be CH job site, A1.8.............................................................................................RESTROOM ELEVATIONS `�� INCLUDE UN-AT'TAC11EDt ..... .....:......... v :::.:,:::.{:.. s..,._;: S CIFICATIQN BOOK 1CTURAL CALLS b EOTECH REPORT' - MISC DOCUMENTS INT 100 G OF 9 SHEETS O Lo W Li- M Q r V 0 6,_p�„ � 20'-114„ +/_ � 6,_11„ � 41,_81�, � 101-11511 o - 8 2 8 co 04 0 � t� F.O.F. I f ..... 00 co .;;::::::::� 3.- M + > C d° O , s 06 f F.O.F. ; + O p Lo CD F.O.F. I I 2 Q N In Z W ISI I N 0 N :. W 0 MM 1 I- +� 24„ Lu 1 o .ca Lo Lo z I o -E x O = � 3„ = 1 „ , cc i 0- a 4.- F- M 8-6- Mld' 30a 8 Oo 1 r. �IaJ 2 . 14 „ 2 „ �IOo Oo 30" I W/D 44 8 M I N c C3 R o Lu CLR 8'-4" � � I 12 CLR � T © — L , 1 1 �` _ + �O _ - � 1c t� O - = Q' �� - MI00 0 o - 15 cfl - R G A cq = I = 3,_ 3, E 48„ E Q0 ar > 4 gyp' ��`�o\v\�`�o � co CLR LATERAL r F.O.F. BRACE ABOVE ��L��a O V _ � CEILING ��' _ � - I�100 - xcy - o I 37 N / N - E 00 co c� O s � _ I ti � � 1 \ � N _ -4 I - o - o - O - -� � � - \ / -_ - I _ N N I � _ 3 u p\- r 4.r r r r r r r r r r r r r r r a r r r r r — •. — r� M 4,_28» o �a c LC (V = \ / - I CIS "E PARTITIONS C N •r — . .. .. _ F.O.F. I L.......:.,..,.:..�.,-.,-:.....-...,,�...: . ..r.. •r::•: _ ( - / — \ � N � ;r,...,..`..k..T::::::::;::..:_......:.............. :.:-:.......::::.. E - _ / o BRACING BRACING a i i i i i i i i i i i i i i i i i i i i i i i i i- 12 I .:.. CROSS CROSS - 1 1 / / — ALIGN CAB. O o �I00 W L WALL N •- € - - Z W/WALL I I , _ r U € 1 ' � I / l 12 Mho � _ _ I � I i � � _ � N Q 24" I \ \ o N EQ I— — -E 1 �� ' 2 „ = 1- MIoO 7-100 \ ' o 00 I - = SPACING OF LATERAL BRACING Q0 A - I = N idy - :.: Q O 2, OlO - NOT TO SCALE I _ 111111 IIII1111111111 II � :} I I - I 2 ALIGN o O •• — O N • 36 52 48 3„ 3„ 2-2 , E E _ CLR = w Q CLR Q CLR 8 8 9 6 91-511 ,. SILL BELOW 00 _j - d- U O SHEET METAL FLASHING P-100 Irt FLASHIN G 3 s � _ � _ _ 5 - O AIR BARRIER _ - C 2x4 00 U - _ • ` ALIGN W/ SEALANT & BACKER ROD l � � W MULLION SHIM r 3 8-1- _ 1 FRONT t LC 4 ALUMINUM STORE N • • WINDOW �. , + r „ p O -' " , • , 20 _ I I , 11)100 N 20 ` U? c0 o00 00 N0j I I O N I LL ----- 1 cy M 0 M MULLION/ 1.1 I,V N W N F.O. M M d7 O .. F.O.F. � ...,..::..:.::..;:.-------------- .� I � t �-----. ` � «I:��, „� 1„ / 1 1 n I� ALIGN W/ / .. _ + 1„ 15-7 /- - — MULLION — LC 1.1 10 9 1 2 2 ALIGN W/ 1.1 MULLION 1/2 1/2 ALIGN W SEALANT & BACKER ROD MULLION NORTH � COLUMN SILL BELOW 0 FLOOR PLAN WITH DIMENSIONS a. 0 1 WALL AT WINDOW MULLION w „ _ , _ „ SCALE: 3" - 1' 0" L SCALE: 1/4 - 1 0 Q2w Z UNDERSIDE OF UNDERSIDE OF W 4'-0" 4'-0" STRUCTURE ABOVE, � 4'-0" 4'-0° STRUCTURE ABOVE WALL TYPES GENERAL NOTES • LATERAL BRACING TO UNDERSIDE OF 4-0• 4- STRUCTURE ABOVE LATERAL BRACING TO STRUCTURE WHERE REQ'D. STRUCTURE WHERE REQ'D. LATERAL BRACING TO STRUCTURE WHERE REQ'D. o � a NEW INTERIOR PARTITION WALL: 3-5/8" METAL A. VERIFY CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY DESIGNER OF ANY DISCREPANCIES. cn = o CEILING-SEE ROOM W = o CEILING-SEE ROOM STUDS @ 24" O.C. W/ 5/8" GYP BD EACH SIDE N = FINISH SCHEDULE EILING-SEE ROOM � LU= FINISH SCHEDULE W ' FINISH SCHEDULE w N TO CEILING. Lo Lu " w B. HVAC TO BE BIDDER DESIGNED. N 5/ SOUND BATT . SIDE N � I 5/8' GYP. BD. EA. SIDE - � � n 3-5/8 MTL.STUDS CSD 24 O.C. 3-5/8 MTL.STUDS @ 24 O.C. w 5/8' GYP.BD.EA.SIDE 3-,(Y MTL STUDS ®2e O.C. w 5/8"GYP.BD.EA.SIDE NEW INSULATED WALL: 3-518 METAL STUDS r > w 5/8 GYP. BD. EA. SIDE > R W n n > @ 24 O.C. W/ 3-1/2 R11 SOUND BATT INSULATION ACousncaL SEALANT C. CONTRACTOR TO PROVIDE DESIGNER WITH SHOP DRAWING AND SUBMITTALS. � AT SLAB & 5/8" GYP BD EACH SIDE TO 6"ABOVE CLNG. BASE EA.SIDE-SEE BASE EA. SIDE -SEE BASE EA.SIDE-SEE ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE ' NEW INSULATED WALL: 3-5/8" METAL STUDS D. SIGNAGE IS TO BE COORDINATED BY CLIENT, NOT AS PART OF THIS PROJECT. @ 24" O.C. W/ 3-1/2" R11 SOUND BATT INSULATION E. CONTRACTOR TO COORDINATE WITH TENANT'S LOW VOLTAGE CONTRACTOR TO COMPLETE THEIR WORK PRIOR TO ANY REVISIONS WALL TYPE STC 45-47 WALL TYPE STC 45-47 WALL TYPE STC 45-47 & 5/8" GYP BD EACH SIDE TO CLNG. PROVIDE INSULATION @ CEILING. NOT TO SCALE 09DWAL07 NOT TO SCALE 09DWAL07 NOT TO SCALE 09DWAL07 CEILING TILE WORK. © PERMIT SET 03-26-2012 ® NOT THIS PAGE 04-30-2012 NEW INSULATED WALL @ MECH. ROOM: 3-5/8" METAL STUDS @ 24" O.C. W/ 3-1I2" R13 SOUND BATT INSULATION F. ALL WORK TO CONFORM TO CURRENT INTERNATIONAL BUILDING CODES, AMERICAN WITH DISABILITIES ACT, ETC. UNDERSIDE OF AND ROCK WOOL WITH (1) LAYER OF QUIET ROCK EACH SIDE TO CLNG. STRUCTURE ABOVE 20 GAUGE CONT. G. DRYWALL FINISH TO BE DETERMINED. CONTRACTOR TO PROVIDE MOCK-UPS OF DIFFERENT TEXTURE FINISHES (SMOOTH AND MED. HAND DEFLECTION CHANNEL TROWLLED FINISH) IN ADDITION PROVIDE MOCK-UP FOR DIFFERENT PAINT FINISHES/ PAINT BRAND TYPES FOR APPROVAL PRIOR TO MUDDING + + + + + + + + + + + + + NEW1-HOUR WALL ASSEMBLYU465: 3-5/8" 20 GAUGE METAL SAFING STUDS @ 24" O.C. W/ 3 112" SOUND BATT INSULATION IN WALLS &AT CLNG. & FINISHING WALLS. 5/8" TYPE "X" GYP BD. W/ RATED. LID (ALSO W/TYPE "X tn 5/8'GYP BD. SIDES OF STUDS @ CEILING). SEE ATTACHED DETAILS. H. ALL ELECTRICAL AND LOW-VOLTAGE PLATES TO BE WHITE FINISH. LA 3-5/8" MTL.STUDS @ 24"O.C. DATE - - 5/s°GYP.BD.EA.SIDE00 NEW INTERIOR PARTITION WALL: 3-5/8" METAL Lu TO STRUCTURE. FILE - - ' R TOWEL DISPENSER WITH TRASH RECEPTACLE TOILET PAPER DISPENSER TOILET SEAT COVER - STROOM ACCESSORIES: PAPE - PROVIDE STANDARD RE 2011 39 01 0.145 POWDERACTNATED STUDS @ 24 O.C. W/ 5/8 GYP BD EACH SIDE I. , JOB DRIVE PAN W/1-1/4" TO STRUCTURE. AND BABY CHANGING STATION. VERIFY LOCATIONS AND MOUNTING HEIGHTS WITH CLIENT. PROVIDE SUBMITTALS PRIOR TO ORDERING. DWN TC CHK TK EMBEDMENT®4"O.C. MAX INTO DECK. EXISTING PERIMETER WALLS SEE ARCHITECTURAL SET. J. PROVIDE PAPER TOWEL DISPENSERS AT ALL SINKS. VERIFY LOCATION AND MOUNTING HEIGHT WITH CLIENT. PROVIDE SUBMITTAL PRIOR ACCOUSTICAL SEALANT , AT SLAB TO ORDERING. EXISTING PERIMETER WALLS, PROVIDE 5/8" TYPE "X" GYP. BD. INT 1 ol WALL TO STRUCTURE K. PROVIDE ALARM SYSTEM. VERIFY TYPE OF ALARM WITH CLIENT. { SCALE: NTS A 20F 9 SHEETS PLAN NOTES _ _ X)o W (DPROVIDE ELECTRICAL AND DATA FOR MERCHANT CREDIT LINE @ RM 104. a a VERIFY LOCATION WITH CLIENT. N O ..:... .....- ti `````````� .-...k-.,- o a -...� �. ti-.,-.:.. �aaa,aaa.aaa aaaaa aaa:aaa.:a:.aa:,h.:a.:a:::::.:.\. ..............v........-:-w.a.aaa...........::...:..:--::.a..a...„xx.........: ... € 1 7 O WALL MOUNTED TENANT PROVIDED TV @BUSINESS MNGR OFFICE #105 m o -------- - - --- ' AND KIDS PLAY RM. #101 . PROVIDE BLOCKING AND ELECTRICAL. VERIFY � ` co � � T)+36 DI 1 1 Q O ACN91 23 11 +2 +2s +42 +42 SIZE AND MOUNTING HEIGHT. _0 M M Y 36 8 +28 +28 +42 +42 +42 +42 W GFI +42 0 0 to ca � ,n - WASH/DR 8 20 +42 0 I Z STORAGE E A E FLIP-UP ELECTRICAL TET DATA ROOM 1 X PROVIDE 2 RECESSED FLIP U CTRICAL OU L & D 00 # 00 BUS. MNGR. 1 O @ M �. a� � I 12 6 1.s 3 0 0 126 A - WHEN NOT 22 9 B 1 114 , F I SPRING-LOADED COVER BY MOCKETT OR SIMILAR TO BE FLUSH O 0 A 105 { GFI 1.5 2 8 10 ,� 2 WAITING 1 B I �... IN USE. BRUSHED SATIN ALUMINUM FINISH. SEE ELEVATION 2 ON PAGE 1.6 21 1.s E G 7 1.5 1.5 ` W/D 1 3 5 _ FOR PLACEMENT. CONTRACTOR TO PROVIDE SUBMITTAL PRIOR TO z 1. DE STAFF RM. REF. O O GFI 100 2 ORDERING. �.S RECEP. 77711777777 127 4 PROVIDE BLOCKING FOR WALL MOUNTED BABY CHANGING STATION AND o O - - LAB - _ :� _ - 1 WALL MOUNTED BABY SEAT @ ROOM #103. c _ > MECH. _ - , 276 - 11131 _ 6 WALL HUNG ARTWORK/ LOGO ROOM #100: PROVIDE BLOCKING AS @ } - - 113 1.5 @ - 2 •- 12 5 r- -I c - 2 0 5 - D - d O v I _ _ NECESSARY. -Fa a) 1- A - - 100B 105 15 `- _... F 6 TENANT PROVIDED FREE STANDING FISH TANK HALL 1 #102. - t - @ cc 44 O E - FL I 14 1.8 - = I GFI - E c - + 4 +44 + 0 44 _ 1 _ DI M ........................ / - - FF� - 1 s I - - 7 5 X 3 TEMPERED GLASS RELITE @ ROOMS #104 & 105. MOUNT TOP OF SILL �, NIT. •: _ _ 0 . 1.6 _ 48 A.F.F. - •. HALL #3 - - - 44 X-RAY 44 KIDS , 0 6 @ • - 1 - / r 24 - C :.,.......::.:...� I .:•:::.: 12 3 •;;:: • - - I GFI - \ Q�D ,.5 +2 _ - A xxxxxxx.A ca .. 120 115 1 _ 11011 _ o g TENANT PROVIDED STACKING WASHER/ DRYER @ ROOM #126.. PROVIDE Q +2sfNT ._ - P T rR�_ B STERILE 9 _ 1 1 7 _ PLUMBING, ELECTRICAL AND VENT TO OUTSIDE. 123 13 - LL TRASH L _ 4 - TO 1 r I 112 GFI = i = HALL #1 P. 3 q .. 9 RELOCATED REFRIGERATOR @ ROOM #127. PROVIDE ELECTRICAL. �' � 46 44 4 - 122 - i 1.7 DIM GFI 106 I ° - - ° _ 066 �( O _ ;. aaa 10 TENANT PROVIDED RANGE WITH HOOD ROOM #127. PROVIDE 228 + PANO � _ DED O @ ARCADE NICHE N DIRECTLY T OUTSIDE. INSTALL PER 5 ELECTRICALA D VENT DIR C O OU S S +4 = 1.6 121 1 1 MANUFACTURER. INSTRUCTIONS. DIM 16 4 +28TI +28 h TENANT PROVIDED ADA HEIGHT DISHWASHER ROOM #127. PROVIDE ., 11 @ ` 18 - O 16 3 � , 1 - ` 119 113 '•6 HALL #2 5 1.s PLUMBING AND ELECTRICAL. { STORAGE 1.6 r 111 9 12 12 OP 2 #107 AND OP 3 #106 EQUIPMENT AND CABINETRY TO BE BUILT-OUT AT ----------4: 119 0 _ p LATER DATE. PROVIDE PLUMBING STUB-OUT, ELECTRICAL, LIGHTING, AND 1176 117A 1166 116A 076 0 _ 5 BLOCKING FOR CABINETRY AND CEILING MOUNTED MONITORS AND DENTAL - 1.7 o OP. 2 CN NEW ELECTRICAL PANEL AND PHONE PANEL LOCATION ROOM #123.. @ • �- 107 13 N • s PROVIDE PHONE E ABOVE ELECTRICAL PANEL. M NT PHONE PANEL lftft O O PANELOU • N PAINTED PLYWOOD BOARD. o Oo + + 4 G I FI 12 14 PROVIDE (2) HIGH/LOW VENTS. EACH VENT SHALL NOT BE LESS THAN 36 SQ. O 1 O 5 5 I C ESA, 1.7 1. 7 n O� Do HYGIENE ,; HYGIENE 2 ;, q OTHER WIN 6 OF THE FLOOR. CONTRACTOR TO PROVIDE VAPOR BARRIER 1 - DR. OFFICE 109 1.7 1 Q$ 1 '� ON WARM SIDE OF WALLS AND CEILINGS AND (1) SPRINKLER HEAD. 8 , 1 17 1.7 . 1180 U. ----- SURGERY h Q 19 19 15 NOT USED �-- 117 0 . Z 2 NEW X-RAY VIEWING WINDOWS ROOM # 121 & 115. VERIFY SIZE ANDui O MOUNTING HEIGHT WITH CLIENT. ., ,� V) D17 24 X 30 TEMPEREDGLASSRELITE @ OP #116. MOUNT TOP OF SILL @ 54W EE DIMENSION PLAN LOCATION.A.F.F. S IM NSION FLOOR ON PAGE INT 1.1 FOR LOC O NORTH 0 1g PROVIDE BLOCKING, IF NECESSARY FOR TENANT PROVIDED MIRRORS O @ o' � FLOOR P TOOTHBRUSH STATION IN HALL#111. a w SCALE: 1/4 - l' - 0 19 PROVIDE "CHILD PROOF" OUTLETS @ OP #116 AND SURGERY# 117. LL 0 2 ELEC. OUTLETS IN WAITING RM. TO BE CONNECTED TO MAIN SWITCH AT 4 zo O z W 0 RECEPTION. 2 Q ELECTRICAL LEGEND 21 PROVIDE BLOCKING FOR WALL MOUNTED PULL-DOWN SCREEN ABOVE z . O 2 DOOR IN STAFF ROOM. I W 22 PROVIDE ELECTRICAL AND BLOCKING FOR CEILING MOUNTED PROJECTOR DUPLEX OUTLET 11 DOOR- SCHEDULE O ■ 44 HEIGHT OF ELECTRICAL @ STAFF ROOM. VERIFY EXACT LOCATION WITH TENANT. DOOR FRAME FIRE HDW 220V OUTLET TENANT PROVIDED WALL MOUNTED WHITE BOARD STAFF ROOM. SIZE @ G.F.I. GROUND FAULT INTERUPT No. TYPE MAT. FIN. MAT. FIN. RATG TYPE DETAILS 23 (f) PROVIDE BLOCKING IF NECESSARY. QUADRAPLEX OUTLET DED DEDICATED 100A EXISTING DOOR LCA 1006 3'-0" x 7'-0" x 1-3/4" B S.C. CLEAR TIMELY WESTERN L-2 W/ CLOSER I' BIRCH FINISH WHITE T TELEPHONE OUTLET 103 A L-3 W/ CLOSER DOOR TYPES DIM DIMMER SWITCH r DATA FAX OUTLET � / B BLANK PLATE " " 1l 0 1 R 1 �� 11 WALL SWITCH C CABLE 0 1 REVISIONS 1 1! 1 11 11 1076 2- - - F.L. FLOOR MONUMENT T THERMOSTAT 10 x 7 0 x 1 3/4 � /o PERMIT SET 03-26-2012 113 3'-0" x 7'-0" x 1-3I4" :' :' � - a � � 04-30-2012 1 1 11 1 11 11 \ PERMIT REV 1 11 1 11 11 \ 24" X 54' \ \ TEMPERED GLASS 11 \ \ CLEAR 4- 21811 7v-011 11 VARIES VARIES 3' 1 11 1 11 fl 1 HARDWARE LEGEND 119 3'-0" x 7'-0" x 1-3/4" L-2 W/ PRIVACY LOCK 122A EXISTING DOOR DATE 02-20-12 S-1 STOREFRONT: PUSHBAR 1228 3'-0" x 7'-0" x 1-3/4" A S.C. CLEAR TIMELY WESTERN L-2 FILE 2011-39-00 BIRCH FINISH WHITE L-1 LEVER LOCKSET 123 1-HR - PROVIDE WEATHER STRIPPING & INSULATED CORE JOB 2011-39-01 124 L-3 DOOR GENERAL NOTES DWN TC CHK TK L-2 LEVER VER LATCHSET 125 L-2 L-3 LEVER PRIVACY LOCK W/ OCCUPANCY INDICATOR 126 2'-10" x 7'-0" x 1-3/4" C P-1 PROVIDE SOUND PROOFING - P-1 POCKET DOOR HARDWARE '1276:)_ EXISTING DOOR D1. PROVIDE ALTERNATE ADD PRICE FOR KICK PLATES AT INTERIOR DOORS. FINISH TO DOOR HARDWARE. ' 1276 3'-0" X 7'-0" X 1-3/4" A S.C. CLEAR TIMELY WESTERNf I L-2 BIRCH FINISH WHITE D2. ALL DOOR HARDWARE TO BE SATIN NICKEL FINISH. INT 102 _ t 30F 9 SHEETS O V) W M a � U FINISH PLAN NOTES U) N o m 00 co, }- s r WALL COVERING WC-1 TO BE INSTALLED ON ALL WALLS IN KIDS ROOM C° o 06 I UP TO 48" A.F.F. P-1 TO BE PAINTED ABOVE WALL COVERING TO CEILING. o co � z I� I PROVIDE SUBMITTAL FOR MINIMAL TRANSITION STRIP. w -c M M Y I L � � I I I I co ca o 0 - WAS H/DRY 3 TO RA I E � I � M o � �� o Z BU . MNGR. 2 PROVIDE ALTERNATE PRICE FOR WALL COVERING WC-1 FROM FLOOR M E � 01126] 0 n 14 I TO CEILING. 10 I I WAITING { P-5 I WADL-- STAFF RM. REF. 00 I I 2 P-5 1 OO P-5 I BASE PRICE TO PROVIDE SLIDING BARN DOOR HARDWARE, MOUNTED 0 3 RECEP. O EA TE G E. EACH O I T HEADER WITH (2) FROSTED LASS DOORS IN BIRCH FRAM 12 7 11 !! 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOO BE 36 X 96 . PR DE ALTERNATE PRI E F R 3-F u u1 4 LAB - 0 TO GO DOOR HARDWARE KIT 100.08.01 WITH 2 SS-2 PANELS. SEE - I MECH. - ca > ca V- _ PRI DOORS INDIVIDUALLY.1 FINISH LEGEND ON PAGE 1.3. CE EACH SET OF 00 S U o - 11 - 3 P4 12 5 - I L — _ - V1 Q) II1111111I11 E CON C- C-1 V-1 / -4 I= I = = LIN-1 V-1 �� 2 C-1 i 1 E Am- 0 P-2 a, - _ , \ / 1 = � _ I I _ 1111 ► 1111111111111111111111111 � P-4 V � • a s a a r a r a s a r a r a r a a a a r a a a• / / — — � `` rr •a a a r a r a a r r r r a a a a r r a r a a a • I I — ST FFA I� _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 — — C-1 T-1 _ - 0. I HAL #3 X—RAY KIDS 124 - - - a 123 - - 1 ------------- - - ,+..:...""„`:.`. ”.""",..:.,-...,...,.., .`•`"' 12 — 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1— I 1 1 5 I I = 1 0 1 ' I • y - P T tNTFRkj C-1 �STERILE q = I 1 1 _ LIN-1 �.� � a, TRASH L —JON P_5 �% = 1b I � I = HALL #1 �- 112 P. 3 __ c 1 P-5 r mlT 1 1 I 102 106 v-1 PL MBING FIXTURES LEGEND u I c 1 PANG v 1 v-1 - ARCADE ICHE - - • I _ 111111 111111111111111111111 2. ,, _ g C-1 - - - - 11 C1 S1 1 C : 121 : RET : D RAVIT #031840 1 4 WHITE PORCELAIN RESTROOM M INK U #0380 531 _ o oo s _ V-1 Q V-1 • _ ;k.� W/ LAV. SINGLE CONTROL FAUCET. C-1 71 1 41 P-3 8 S-2 RESTROOM SINK: KOHLER, COMPASS, K-2298 SELF-RIMMING V-1 C-1 HALL #2 - } STORAGE f1 �, 13 1/4 WHITE PORCELAIN, W/ LAV. SINGLE CONTROL FAUCET P-5 Q } 119 _ c_1 C_1 _ _ _ _ C-1 P- C1 C- C1 C1 C1 i = V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 S-3 KITCHEN SINK: STAINLESS STEEL SINK 19"X19"X10"D 1111'111111111111111 GOOSENECK FAUCET W/WRIST BLADES AND SPRAYER OP. 2 CN t 0 0 11 !1 - LAB SINK: STAINLESS STEEL SINK 25 X 22 X 10"D, • ; P-2 10 7 s 4 . CV ° GOOSENECK FAUCET W/WRIST BLADES AND SPRAYER (�•. P-2 ON FAUCET W/ EYEWASH. P-5 P-4 P 4 _. P-3 P-5 P-2 P-3 I _ STAINLESS 11 22"1 1 "D S 5 STERILE SINK: ST SS STEEL 25 X X 0 • . . 0 GOOSENECK FAUCET W/WRIST BLADES AND SPRAYER Q° p° H GIENE 3 GIENE 2 .. - ON FAUCET. DR. OFFICEVog - - 3 108 ffop. 1 0 LL SURGE Y 1 S-5 OPS SINK: ROUND STAINLESS STEEL SINK 13 5/8"DIAMETER 11 116 5 7/8 DEEP, W/ SMALL GOOSENECK FAUCET AND SINGLE 117 0 • : � 0 . CONTROL. Z f Lj " T-1 TOILET: AMERICAN STANDARD CADET 3 ELONGATED TOILET. LLI T-2 CHILD'S TOILET. AMERICAN STANDARD BABY DEVORO 10 H NORTH 0 FLOOR P WITH FINISHES *NOTE: ALL PLUMBING FIXTURES TO COMPLY WITH ADA GUIDELINES. CONTRACTOR TO PROVIDE SUBMITTALS FOR APPROVAL PRIOR TO Lu 11 _ 1 11 SCALE: 1/4 - l' - 0 ORDERING. LL ROOM FINISH SCHEDULE Q FINISH LEGEND z 2 No. NAME WALLS FLR BASE CLG CLG NOTES LLQ MAT. HT. N S E W SYMB. MATERIAL NOTES REP. CONTACT 100 WAITING ROOM P-1 P-4 P-5 V-1 B-3 ACT-1 10'-0" SEE FINISH PLAN NOTE 2 ■ ACT-1 ARMSTRONG, 2X4 CORTEGA 101 KID'S ROOM P-1 P-1 P-1 P-1 LIN-1 B-1 9'-0" SEE FINISH PLAN NOTE 1 B_1 4" COVED RUBBER BASE. BURKE FLOORING, COLOR: 503 "GINGER" 102 HALL #1 P-4 P-5 P-5 P-1 C-1 B-1 (n B_2 6" COVED RUBBER BASE. BURKE FLOORING COLOR: 503 "GINGER" - 103 PATIENT RR P-1 P-1 P-1 P-1 LIN-1 B 2 GYP. B_3 4" COVED RUBBER BASE. BURKE FLOORING, COLOR: 168 "BLUISH WHITE" 104 RECEPTION P-5 C-1 B-1 ACT-1 B_4 6" COVED RUBBER BASE. BURKE FLOORING, COLOR: 168 "BLUISH WHITE" 105 BUS. MANAGER P-2 P-1 P-5 C-1 B-1 C-1 PATCRAFT Z6476 LIQUID EW24, COLOR: 00327 "LAUNDERED SHEETS" MONOLITHIC INSTALLATION, RANDI HOLLEN 503-545-8270 106 OP 3 P-1 P-5 P-3 V-1 B-3 CON SEALED CONCRETE 107 OP 2 P-5 P-2 LIN-1 LINOLEUM: ARMSTRONG MARMORETTE, COLOR: LP099 "TIDAL BLUE" 108 HYGIENE 2 P-4 P-3 P-1 BENJAMIN MOORE: OC-117 "SIMPLY WHITE' GENERAL WALL COLOR THROUGHOUT. GYP. BD. CEILING COLOR 109 HYGIENE 1 P-2 P-4 P-2 SHERWIN WILLIAMS: SW 6486 "REFLECTING POOL ACCENT PAINT 110 ARCADE NICHE P-1 P-1 C-1 B-1 GYP. , REVISIONS !1 it P-3 SHERWIN WILLIAMS: SW 6431 LEAP FROG ACCENT PAINT 111 HALL #2 P-5 P-5 P-5 C-1 B-1 ACT-1 © PERMIT SET 03-26-2012 P-4 SHERWIN WILLIAMS: SW 6656 "SERAPE" ACCENT PAINT 112 STERILE P-1 P-1 P-1 V-1 B-3 NOT THIS PAGE 04-30-2012 P-5 SHERWIN WILLIAMS: SW 6150 "UNIVERSAL KHAKI" ACCENT PAINT 113 LAB 4 P-6 SHERWIN WILLIAMS: SW 7026 "GRIFFIN" REVEAL COLOR AT RECEPTION DESK FACE. SEE ELEV. 1 ON PAGE 5 114 STORAGE PL-1 FORMICA 949-SP, "SCUPLTED WHITE" 115 SIT DOWN X-RAY C-1 B-1 PL-2 NEVAMAR, RK7002T, "VETO PROOF" 116 OP 1 P-5 P-2 V-1 B-3 PL-3 WILSONART, 7939K-18 "BLOND ECHO" 117 SURGERY P-5 P-3 V-1 B-3 - PL-4 WILSONART, 4744-60 "KARRATHA BRUSH" 118 DR. OFFICE P-1 P-1 C-1 B-1 PL-5 FORMICA, 5876-58 "FOSSIL WEFT" 119 STORAGE P-1 V-1 B-3 GYP. DATE 02-20-12 PL-6 FORMICA, 5878-58 "POSSUM WARP" 120 HALL #3 P-5 P-5 C-1 B-1 _ACT-1 FILE 2011-39-00 PL-7 NOT USED 121 PANG P-1 P-1 C-1 B-1 JOB 2011-39-01 11 SS-1 3-FORM, 5/8 THICK STRUTTURA, COLOR: SURF FIZZ 4' X 8' PANEL - DO NOT DISCARD REMNANT. OUSET RADIUSED EDGE TANA VERBOUWENS 541-633-5705 122 TRASH CON B-1 DWN ---I— SS-2 TK SS-2 3-FORM, 1/2" THICK VARIA ECO-RESIN, CURRENT FADE COLOR: MARINE 4' X 8' PANEL, SEE PLAN FINISH PLAN NOTE 3 ON INT 1.3. TANA VERBOUWENS 541-633-5705 123 NITROUS CON B-1 GYP. .UPH-1 DESIGNTEX, ANNEX 3272-501 "JUNIPER" STRIPE PATTERN TO RUN HORIZONTALLY DENISE DURRELL 503-816-8655 124 STAFF RR V-1 B-4 GYP. UPH-2 MOMENTUM, ECHO, COLOR: 09112486 "BISQUE" MELISSA BAILEY 503-201-8075 125 MECH. RM. CON B-1 GYP. V-1 AMTICO SPACIA, 4" X 36" PLANK COLOR: S-W2525 "PALE CHERRY' ANNE RYAN 503-740-3377 126 WASH / DRY STOR. V-1 B-3 ACT-1 WC-1 WALL COVERING: VERSA, DITTO, COLOR: A98-317 "SURF N' TURF" WAVES TO RUN VERTICALLY 127 STAFF RM. V-1 B-3 ACT-1 INT 1 ■ 3 40F 9 SHEETS I _____- _____ � I " -11 - - __ I � -1 - l I - -1 . . . . - � - - ____ I __ - - . __ __ � . - . I I . . I . I . � I I I . . I . . . I . . � C) � to . � I REFLECTED CEILING LEGEND LO lim I co �_ I . � . . I 0 Ill . :t- 1-T . I 1 2 X 4 FLUORESCENT RECESSED AVANTI FIXTURE :3 V_ U . I ALIGN SOFFIT 1.1..........1.1.111" I . 0 W/FINISHED EDG �. z -, ,I'll - .1 > a 'I- M < ' , 0 . m _____111- � L___L__L__.L__1-I------ .k1_1.— N IV __. I 11.� � Fa � i 2 X 4 RECESSED MOUNT FLUORESCENT �e %.J1j .. . ..... - 'I i ........... - .—, � I_____ 2 0 Lo 06 � , I 111 - -___ --i , )- ... ------F- , � , ----- ......L. -1-....................__[-----------__-..__1 ------ =T.........I....... _ 7 . :: .., --l............ -... 1, ......__ .. ----"--"= J -�.--,.-__—__--, ....�.' � � � ..... .- . 7_1__-- -"Tl—-, _L,_�__k _,_�_,,,, J "I'll--fl , ...." 'n – .. ,,, �1=� , �, '. �� , . . . . _, �_, ,_, _, _., 1 , 71 . � , I. __ I ------_1111 .. ....___.. - - H i- , �� -, Lo CD � � i: - , 77 . - � � f................�..... , � _J 0 Cn .I. 0 ` . � , z , . ____._._.'.'.1_.1..............................�-.__ 1_._ -D,I-M_.-______ -------------------� — , ___ � . _-.1 ....................._ ______11 _.... .11-,____ I FIXTURE WITH PRISMATIC LENSE. , - _. — - ..---. I ---------- . 2 . " I ----- %___'__...j------------- J...-_----------------------- _.....I—,----------. . N U) I I � I -, � � . ----- 11 ` �� . 1. 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"' /, / X / "",,::, / / ,.� .., . ________ .., �...\-.\ ::,::...........�_...�--- I < '.I.. / .--*,-"* / ".. el / 3 1 1 1 1 1 ,I I........-,I I. .......z".1 � / / " "' — I � , ... *', "' ` , I . I 3', , , , . /I e . � 7--** . . / ....... , I , � IIII— , -, � � � I .---. , - 1� �! 1-1 11 I I .1 (I) EXIT LIGHT - GREEN � , , " , I I . / / , /I -1, f , -.t:::�,..-----\ � I I I I I ......, ...-I...................L,__,_.__..,..J-.1�. _ . , , /. I ,I .k . I ..........I -_===�==, /V/ ., iii , ,--.-. I / � / .1 7_7 I I ____----------- � ....'........ .......- * - . I - , I '' I k ...., - (D . . I =.1 � , I . I l i I � � . , �Z.., ... .. __ /N . A //." I I — t I I z l __ .,.� ... ,�.,�,�-,�Ll....,....,"..--,..,', 010 - , i I — ] C - 11 z . I I ," =z— "' ___ ....__..._. -.1.1'........"": ____ I _____7I j.......I------- I 11 I _�_r I ___ __ _ P ==r. 11-1'.'.11-_-_--...........�� 1. . I - --I . ........�_t__7 - LJL:�- 1 —, � 11____� -, .� - L-i I � I �� . W () iIII— �: . ::::,�� ____ I . . *SEE FINISH LEGEND ON PAGE 1.4 FOR CEILING TILE SPECIFICATION. -, I � E I \__0 . . I . . . W U) 0� � NORTH I . - - I REFLECTED CEILING PLAN NOTES > 0 ' � 0 0 REFLECTED CEILING PLAN I PROVIDE ALTERNATE ADD PRICE FOR PAINTED GYP. BD. SOFFIT @ 81-011 11� 0 .j . � . . 0 A.F.F. PAINT P-2. SEE SECTION 1 ON PAGE 1.4. CL W . SCALE: 1/411 = 1 1 - Oil . . . L 2 . 1j. . . . . . . I . 12 GYP. BD. SOFFIT @ 8'-O" A.F.F. INCLUDE IN BASE BID TO PAINT P-1. 0� . I - . . . I (D PROVIDE.ALTERNATE ADD PRICE TO PAINT P-3. IIII— 4< W , . I z . - . . I . � . . I . 1 13 GYP. BD. SOFFIT @ 9'-O" A.F.F. INCLUDE IN BASE BID TO PAINT P-1. < 2 1 (D PROVIDE ALTERNATE ADD PRICE TO PAINT P-2. I z 2 1 . . � ' W :D . - PROVIDE SOUND BATT INSULATION @ CEILING ABOVE ROOMS #1 16, I � ACOUSTIC CEILING TILE AND GRID . I . - . . .. . � . . L G) #117, #106, AND #107 UPT041 ON EITHER SIDE OFWALLS. SEE HATCHING III— 0 W - 1111111'_______ � �. I ..- . . - I I AREA. - . L . . . .. . "I'll'I'll�,�,�,�,��,�,�,�,�,��,�,-,----� - I I I . . . - . . - 3: . I � . . . . . __ . ________ !� - i -,� eir..i. 1 `:I. Hanger(Suspension)Wires(r,jL,es,.;a a,d5b) I;gu,e 5a . . � - - , , , - A - ""' �,4-. ,T-� —,q� . , ��..,'�',,14.�),. - T i -,- " ; _' ,- .... _111.......- - -�,:e�--1 .-��,� _j , ,� , , VA ,",i,,,.. Har)ger end perimeter vvires i be I:jlijmb will I in 6 unie�,s(figure 5a,coi (n � $ 1 -, . .- - - ,W - ,, �7 - fli 2 Lateral.force Bracing(figLires 2 and 3) , ,�" ;,�lli:,�,,,I,1,�4-',i 4� . , 1 - �. � �.,Z - -A-1- 45 � .. F I,- ... 1.!-1 - - ,.�� ,-, �4 ,�Z,�� -ii IM i at,a-jX,j as are proi(figure 5by-0�,C,-�'7�'viFC,`�.','�,'��L:V��:7.2 -- _. ... , . - -.v or i . A! � , � , Lateral Jorce Bracing Cailirgscc -ictedoflatlanziplastercri si, boalri "',,,,",',"I', .. i . i , _�".I-N�, i ('11 A� �10, ,I 1, - �ti��,�, . ,Viol teli Orr V.,!I . ; . Sprinklers I ") t ,�I..'-f-z -17 1 ." . .'tw:,� � ..� §. �,,,,,�i ,, I I _Q�* :i�L�.-� X IT I - ,. � '__1 ,�,_ . slici li - GYP. BD. SOFFIT. PAINT P-2 : .? I,, 5, An". __.; _A'k _.- anded members that sur)Dorl a ceiling on ore�"ex -.g!r a .. Xwi , . 11 1 i .--. __-Id '. S . , - -'I-------- _ -,� to susoe . U a I- � to wall shall be exempt from the 1i aliorce bracing requ:rements.--,o-?-n;!,-_ � HErrigicir mries shall be 12 gage ari.j sr)aced 4 feet on center or 70 gage spacedl,5 ------- -.- . feet on cenler.sn,�r�,1-,srio-t��l,:,� . . . Fcx cei::iry -�r ihroi,r . .I'll,1�...... qs,,,rt]iio,i,nq J U-a".spwil hi perelrali,_�ns shai have a 2 ilyll ojersee ri�,J--,eve of adanil jh ft cf-Ang tile to 61�YN fre�, I :�::� Suspension Systemsfo r .5.�vl' , 4S..,0� li 'all be 1111�11 ei�,�3 I rr'ro�iai Of EM lz�8SI 1 LX-h.n a!:hicificorrla'c6recic�-is Fe�r'e hia3d desgri thal can�-x_orrwn2icale I ri tree i e7cril si� I Peariled as an I ,,r . Laterallorce bi is llra use of,rerlii sti(cornixession costs)ar-eJ sl . Apy!uorineclon device at the suppor"ii construction shall ba capable of wirlying . - -- . .I alter"Wp_i;:_�..�,,�,��;-�.-,Z,�',41�,�z-"!.,�..,,� . . Acoustical Lay-in Ceilin *9 s wiri(see Ill 2). . W:8sS'hap I 00 P0JpdS.,'�-_L16 GI'S`�'�J,;,�N�! . . . "It - I I -�-"2 g,,9 o - Lateral force bracing t�;required for ceilirVs aver'I 44 square feet and not . . Powder driver)shol-in-anthors are ar)approved method of allar,firrient for hang,,-r - - -_ . . . . I ,i4 � �Pli . Wires.:*�,:-�.3L.-��t"C-;?��jl.'11'.."'jigne%[�'�,-_-q i7.Aj,%"a, - Imir-n-n-' 727-7112111,=11711431=1� T"'i �56�'.. ., 11,,,iiize reqJ,c,J lor ce'ings less than 144 sQuL,ircieei prcvided they are s-irrounded b'y I I . 6 1 /.. , .,.W."I. Ar�s foixvva�!s and braoii,rd to si�ruc_t,j,e.s,-�,,,rL�_,�.j-,:i it C 1,OQ�yl.L-',,,!,?-kc,a;_*�;L'�,I,."! W Terminal e-Js of eai main c,eanri and oross iee mt-st be sr_�-orteciv,ilhh 8 nj)es r I .. I I . . . I . Lateral Force Bracog shali be 12 feet on center(maximurn)arid bcgi,i no�arihor Of each w3!1 Wth a ciatirreter wire(,see frgura 4&5 0)�S,xn,e.c-sc�zn,e�i.,.4 . GROSS TEES LATERAL FORCE BRACING PERIMETERWIRES ITMM ARCADE NICHE WALL This document has been rewei by I � . Crozs 1�e ivi--- than 6 loot from wails.,�re�,,c�,,i_,,cA�F,,__.,..,-.�,��,3 4 * Vhres ShW not atlach Ic or bard around inierfering mater;al or equipirl-lerit.A 17gure 5b-Countersoping -The cross rn-xfber that ini vAth he The:�:lriii6rig rinethrodusad to prevent ceil Hzi wires placed w1hin eiglit inches of .. . the,State of Oregon,Building Codes . . . trai:eze or eouivaian*,di sholl l>-,used where obsbrructions preclude cfiri�c'l main bean,7�.aJsc,ki as cross ru,iners. ir�g uplift or resl6cl liale-al rnovernent di the swounding,valis. ' . . .. . . � . . Se&-nc splay wres eire to be four 12 gage wires artacNed to It-ie man bearrin. -,uspenslun.Traloaze susloei-isions shall be a irrinirrium 01,back-to-back 1 5:nch I, -\ , . or=sS T-b;;Ts � a seismc everit.Lateral iorce bracing . I Division.In 4 OujUngs,other than Vi are arrayed 90"from each other arid at an angle riot exiceiedi 151 from " i I'- ., PLENUM - .3d .I . -Insists of vertical struts and splay wires. . . ;' . figure 3 the plane of the ceilh3 3-,,c�,�_tnlrA.,,,;�,�,.-,c.-,:?-.I I cQld-ioj* Chary'rels for span5 exceeding 45 inches.sa,ce,e_;-,,g�CA,.,-,z-_- ". 11 c, -� cove a z . structures clawillicid as occupancy I I Maximurn Recommended Lengths ii � . &5;smic sbay viires shall be attached lo the grid and to tria structure in si . . .1— `l,,� 'I I DIFFUSER Ti--space a', us�,eided ci I . Electrical fixtures . -_, . I I-;. . � A circular oirrer,langular metal grill,jsed MAIN BEAM I . ; I . . m. categi l(l,an(l ly,�,;�pende,dli : Vertical Struts . a n-iianner lirat they can sucIppr a desiga i,;Lad of not less Ilhe I 2X0 pounds cr . : � . for 11-e passage of air ficim a di,xleJ The p,imary suspension member sup- SLACKWIRE L , Ill Light 15i%ve-Ighirig less than I()1>�)urds shall hari,e one-i 2 ga-h-W vivire . .. � . . . 11 . . V a, : I . . � the actual design load,�Vith a safety factor o;2,vitt-lichever is grealair tifigi 6b). i . A 12 gage vvire thi�s riot tight ort taut. ' . . . I I installed in acCo fire litirlort I . I M#lirik&WU1jljk� S�,gr'-,%iS-LA ir`!-.�Q.'�4 1 - own9cied li the lf.%J�ra tc,the structure abolve.-1 his vi,r-�e may I)e siack sg,',!,�,: --- ----.-_ -_________L sysiam ported by hangar virps,also knam)as the = I . . . . :__ . % .. " ... . 1�_____, 1%rii,i!3p *.. ,min . I ... . I . �__ - . " . �W,:-��,rz::%w,R.� _r� . . S READER or SPACER BAR REVISIONS . . i ej of tfie� ',, - . . q Powder driveri shiot-ini-aFd-ii whari used @5 loal of tnis prescriptive pal-')nail -1 ESSSENTIAL SERVJCE BUILDINGS P i .pr,�6cnptive�j5r;o _11__�f_5:_�___ Y;?'EMT oDr,zLit , �I up to 5'10' . QJ7 Wures waig - or M, iils. - I I .. . � I ':..01_,*., . .. hilli more Ulan I 0 Pounds and less"56 10s.shall bave two A ba Air)noTctes to prevent the suspen- - I � 0) = I I I .I.. 4.01.�QkUi 1�* . 11. . ... . . I have ap 000-ES approval for seismic splay wire aop!i�tiorrs a id shal require 12 gage wires attached at opi corners of the 59N Ji to the Strulclure . Any�uildhgs designed to be used Ly . 0 - -1 I I�-,.()N -.---.-_-Pi� * . ;W EW Conduit up 10 7'8' 'special inspeciii irrespective of rlie type ol occupancy category the structure . I public agi as a fire station. MOLDINGtCLOSURE ANGLE siorr system from separi afso catied a I : � . .. .. : :. .-. . . I, -_ abover,These vAresmay,be S[3,_k . ,il& PERMIT SET 03-26-2012 - . I��. . .. . .. 13 in.15,-,7�-'s re 0�O-e;��.B0,44'ric c,_�et;M�`,� Sr-"ic,GS�.se&")�c nv,as 3-;. � ' -w . : 'by.thei_StatO�101.O"orl,Building . . .. . 'El'ATcoi up tog,9', . 1, �, � - . ji police station,emergency operations A light gauge rTe,.q angle or d,i as- s(ablizer bar. I 00 . . . - .. ,�. I I .� �.... . 1. . . - I . -I 2 ii of the conni of the vorti��alstrut to . Lg�r Fixiaresv,taigNing m�)re l 56 Jos.shag be grIpperrad by dit-ei from the .gure 63 . - -' . �� 0o.des Wivision to comAr.,with the :. . I .. . , �. : �- .I Spary"�,res ae to be wil,hir stnuiulure ai These vares must be taut.scip -��, 3 1 Veriii-I hi��im aftchment center.State PalroJ offi6e,sheriff's, teried to tha perimeterwail or clartilictin to SPLAY WIRES 04-30-2012 . ,�, : ... . . .I . . I . - . suspended cei,q,:..,��c"i 5,_-Sir-tCzr-_3--: .,e S�4S43?_ji _. cifftce,,or emergency communication apporl.the perimeter encis of an ac- - . A NOT THIS PAGE I I, , . . .1 . . . .. Wires inistaged at air arigle ral tnian � � I .. I I . . -- P,Ve frorrthestructurcebove dispatch center. ocrustical ceiling grid, 4" RUBBER BASE � ., I . ,st,atewjde'cQde io I 1L6rpr',etatjoa. . . . . Rigid bracing i be used in lieu of splay vvi,es,saw,'�aisc,_Fswt��,��.�i"..'al, . Pericarrill ourled fixtures;shall be directly s.jp d oMv,a-j�_r;]�14- . I perpen5c,"to be grid . . . I ingla 7 W metal stud(20 gauge) 12'0" . using a 9 gage wire or an LIDproved alreri suliopod wibout using the ce.ling - ;R I. . � . . ;. . .— . . D,hngs will p;Lnulus lass than 12 irr�hes to structure are not required to ha,fe suspension sy,slam for dir;ect support._-,c-,-i si zcv�q 2r-d SIM-1VIV conle'le-------; __.. GRID . PERIMETER CLIPS VERTICAL STRUTS I I 7 . . . . . This doculinnent pi�6iVidi the IBC_ . . -10-back 15/8,ni stud 15'C)" ateird.li braClng.S_1�......FY-i',in�E��-f.�l-'),--,��--:r,�,t- . c9i ir4 C�.P -------.----! �a I � I I I Tandem fix[Lj�es rnay i common wires. - . The man beams and cross toes of,the Proprietary angle birack-at anac�i dirai I . I . I . ' . (20 gauge) . Vertical stMs must be positively attaury_�to the suspension,)rsiterrks arid the suspension system To the wall irrioldi4closul rewhic I h The rigld'vertical marni used In late-a! . . referenced standards for the instal- . I * I . I ng force orai of the suspension Sys- , struict akows for�W movement in be event o', I . . ...:.. . Single 2 Yz"mei stud(2D gai up to 1316". ore a bove.s-,,.Y-cx;,,:A�: Mechanical Services 211.,�-------- ------— tern Also l as compession posts, I . laticin of-suspensi,6.rl systems for General Recommendations .� -- 6 The vai smil i N Eful-l-con,Juit,xetai studs ar aoroprIetarry,cornlpressiic�n . Terrinnals or services weighi-igi 20 lbs.bit"more than 56 flos must�ra,a Nvo . HANGER WIFIF seismic;acl and int-alocks property vAth . . I - . . I I Back-to-back 2',12'Metal Slud lip to 1,60, soisinic Pods.seisfriric stri Common I . Referenced souri Per hierarchy:2006 00(international Building il : post lSee figure 3). 12 gage Avers connecting tram to thr2 ceiling s�steirn f-alr4rs or the S"rucli ,.,,V�caj l4a�nger"i'a----- I 0 or 12 gage sell arrealied v&re i ends of q-ld systef� 1 �25 gauge) � __:_—_ . I I acoustical lay.-in tailings.Incorporia-; . � . I pnmary support for the grid system,Nro materials are electrical condtiit(EMT).. . ; al Thei wires may be Jack-.,,%y-,a,�gs.,L se�5.,-za-�_2�..; . I . . Arr-unlaaa Society cf Testing Materials(ASTM C 635,AS-RA C i Ar�,,- V, -,,, - .- metal studs ol prolor;etarypro0icts. � . � . ,till ofthis d00urn.93t.Wif1*prcrvide.a ..� " ar,voori Pz�,Z,,:d,Fu,'rJ,'ng&V.�rs!lruv Wall Moldings Ifigures,fa and 4b) sjur-6b . called sjspansion wires. - I I .. -�. - . - .I can Society oT W!Engineers;AS�E 7-05).arid Cisilin-gis end Interior Systems . _ I . Term nafs or si v,,ei9N:-,:j more than 56 goS.fr,ust be indepen-terrily sur)- r - I . . I -. .. . . Octfrisiruction Associaticii l .-,.-"�W Prr�,I.,r I.x.Z:�,11,ki;*,a,0 K-"I I�;,�,ri��,a-.ai:��i_��,,,q . Wall moldings(perimeter closure a,Qles)aye rv4ul to liave a horizontat flairiga ocrieJ dir�)clfy,from the sti'l-rtuiie aboriva.These,Mres must be ted- sn��,vj�,_7,-C�A ' . . . * I-ow - I .�. I tno I irra-uniforMs.tari for inslalfaiian,. . .��a.(-",.�tz�-,� 2.ini wde.One anid of the i grid shall be attached to the yvall mold- Spliii�-.ri bi Mr..1711.11bli .. I � .. :1 . Paritions that aretied to the ceikrlig and 4 partitions greater than 6 feet in 3--&'I7_--_-"cy---�,�.4 - . -r-L_ I I I I ,,�� . , : I ing,theother erd shall la.,a a�/%Ir-li c:earance trom.Me wall and free to sl 5.1I6*_W..P,�,;Wa,i _-__:,,,�-, . I . I . __ and ib�Peci�bnz This. oclimiaritis. height sha3l be tati braced to t)a Structure.Bracing uhail b--independ--rit figure4a -,<,"Z 7-y-1,',�2-F..6�L,rr&,)r Seismic Separation Joints(fFg,i q . I .. I . � . . ., �I � I ;.. . of the ceiling splay brac,ng systern,3-�kr,,�L,r_se,ti;q;6,1%;2 50�ec� - 5S.- - rriii * . i i - , I jesigf�6.0.'fa.6�'c6cnpfidh:beinti�ntof, - ' I I . Attached Wall MoJding Requirements . . V cerling ai excee-cling 2,1500 square feet.a s�_-smic separalon jo;njor lull I -11. . . . ,d to the loi,ii lion, . . STIvVila"Onlele- - - .. ,'. . I .1 For further informationun bra-Ing of non-toad bearinig pal itions ir,-f to . I Where subslariii�alinq documentation has,been prci , G. F . . . . . I I : - . . . ef :-11 ! . � -Irife n' r)� I -i . -i lb�eal s the ceiling S"t�-_proyfulej S r sleel�Ilai,I'-lie 1 2 . � .f�e r afloh lboilrdi Coda(Jac.) � perimeter clips may be usedi to satisfy lr�requiire,reenkts for the 2-i ,h closure I hi Yval�par'Iii It � iu-illiissarlia�yse ai -Q,9, . I .;..I P,". g. , , , Mi technical document#2ai. . 12 Saqeiirii,,�mi- ----_j I . � . . . , 1_1� � angle.s.-ir--liv,,�,;lzi!s n,i:--gx.a,i�x&�Owp,,�,,n I . t . I � -s-!f.�, perIcxrTi,_-J of the celiogs bracing sysiti-in,ciosu,e aN!es End penetrations to . . I " I I I'll - " �.� . � , 4 ,�, ,, ," " _,��r ", * . � 4 I'll- - I- . . ��_ - _, �,;� �_1�111�_ -.1ii:*- -..-� -iw ,7 i � I I I." t7, .� `6-to . . - _.". 3[i -------- _ _----.-.------- :, . , i� -�,t. ,i,6q, ,,,.;� awN With tergard,hliih I I � .... - - . .quirem ents for Al man bearnsare to ball Duty kl-D).,Sc,.&.-�5f-SL-,E:'-(;�it,--�-t�L.,"16,2�.3 -hali be attac;',,-P_-j at two adjacent walls(pop f ets ciraDprov, nx-thod). provide SJffiClant clearance,301;lce�/SCE 7-9-_-6,7;S.6.2.07 2�2,4 . , , . � I , . The grkj s iv 'd . . . .., 0 -_ ,W .I : . . . � - I . , � 09 't�N,�,,, z- i.. ;g I . Si'65-C bi,acg-e ----.--__-- .,I . . ;,._ , y 11.0.1 , � - -20-12 _. � si�i-qmic-de5i;gp.(��o�tl��j�ciry D,-E al F for - . AJI cross tees shag be capeb�e of carrying the design loadvMl-iout exce--Jing Soffits exteni a point at least ll vvith tlne bottom plane of the gr,d arid . -ilp_laryoul.ai loi of the seismic separation prit shal�be crar ilp.e c�asign-_r Ii. � ; : Yiy 10,M4 �,," DATE 02 , , - - . . I I. I �-�,,shfs- I-T . I. . � dai le,qual to 1/3W of its spen.sciVce i Z___-S___I . . ,)dQp3ni suppoi and laterally Uracod to the structure abu,e are deemi . of record and noted on Te plans.It a seisrri SaWatio.-i joint is reQu;rc-J by the I . I I 1 ; . . . .,----- M , .7A, .� . I . . .. .1�. I . I � ,1�� ,-.1 11?;P, � , suspanided ceilings and related items. to tile acli,rvaler-Il towalls.s:%*ai.5-twe.�,;Fc.,�,P�:,ri-i'V.i�c:.�,Xs V,m�,j . . 6;mii . . . . - These rec-omirry--ndations are intended for . I I , designer.the designer may use the generic joint deta�Jlad in this doli it or a . � .. . . I .', , _ . -11 � .:RU FILE 2011-39-00 SOFFIT SECTION Unless supported by engineering,the suspandecl ceilings ir�-,Iudrrg grid,parrrel or __1--..- I I . There shag be a mi,wirrium 3A inch clearance irom the and of the grid system at praproeiary joint.The amov�n1l of free moverrient(gao design)stiall be a rni6rnurn figure 7 . : I 1�1�,� I 1191 - . � . un-al vials s.-,,,�e�,�cF--irs s��.r,�s:,�,,�r.s�,,,.Te�il) of 1/.Ind) 3ci.lc,�:;"aro,�.!(�e,�Crl.8:,�,i.".IZFC,.�,7z.�;L)�is�ci, .. � � I ,--O,�A��,�LNIMAI "' . . tile,light fkl,aes and au terminals vireighirg I ; . I . . ." - - .�,I ; spsloension system shall be install.ed Z-. . . In,IL-j of 5till i I . � ;J�� W - '. 1 no ri,re the 4 bs.per square fool s;-.,,-,i . C Seoaralh)n jo rits,the ceiliarg ril be divided into areas less then -1, V il� iil,�_,��;F_ 11___.1.1 JOB 2011-39-01 . - . . - , ASCE 7-��.,�-Ii�:6 11 I-F I 'Spreader Bars ffigu,a4b) 25M square fuel by d-em usa,of pairtitions or suffits as fd,bvvs:pai &I-all 4,sii I. I 1� NW,03-Oregon '. ; 04-_ZTY:,'�"'�`",-si ' . I If 1 - 011 . . . ore — -P3)2gi5-0333 '."i",�O.--,"�%7..� .per the requiremerlits for Seis m.10 DC!7 ,fi I . Ph�cne: "14 - ,§ - -_ , . , -- SCALE: 3/8 = 1 ! .9iji 4b . Spreader(spacel bars sliall be us-�d to l tha ends of the man,1_2ams a irrinh-r-um of 6 r-_;hes above tLhu-a--I of[he plans 0,.0�- io stialbi � W§-;kA*MIRRM." ..a- io 'z 2'. - All vvire ties are to be Three tight turns v _grja-d . �-',--- I .,- :8"'A . . -wi �Z.- I Unattached Alai)Molding Requirements . Fax:('�,05)29_5-Zt33. 0. �W- %,#:ii35y; .."'I sign Gategoiry(SD.0)D,E and F per (7�riri I and cross Ices ai cier;rnrcter wall s from spreading open during a c,:L,mic event Pendently bi to the structure above.Soffits sl Wend to a pon!at least le DWN TC ICHK TK I around itself vv:l.h!n t1i Ind les.T,A,eh,e I vel . - . � �vgeg __y_... . .I-I Perimeter wiries shag)Dt,be in lier,j of soreader bars.z1,.,%,-e,6 vl�sA,4,ir�`�,,-,-:�,�__ with[1he bottom plane or V,i,,-gi a-)d,chall be incleparicil suppWed and taterally I . . .. - . . . . �11_,_� I 1!�� P�,N Ithe 13C.Mantiffac gage Han�jer wirespao-eiJ 4 fool_r c,anter . I . 1032-A NE 05th St k � _;..;� Aureirs'recommen- . .-- t - (figure 1).S7,wC&,*,3T;V C i?�_,,T I 1, _,�_�_*,,��,.i a��:�l . _qpreader balis are,not Teri at perifilieterswfir-,re runners are atlacl-edl cirecty I Uraced to the structure allove.s,,�w s�,j;,�af-�:_c- & a �.* I I .. - .4:,) ,s,,c-_,s�,s., B.C.Wall ancl Cell ing Aseci auvri , , ,7� . . .. Seatt le.WA gal Is . . ; 21,� ,A, �, --7-__7__---.- . .. . -4, 1 I- QN11i R,17 - � - ___ ---� . . W�J, _ . .�_s I . .1 � P!i(6G 1.5 1 D, �qAg 1, - �.' dations should be followed- . 10 closu,e angli . Other than palitions and soffits,_qeisri jointss way not be used as"I of a fire I , ,. � ,.,._ I . I r, -.1.1 ,�,, L . Creingp_s in ceilling plar-ii mil require posi- . � , - . .... . ,W ,,, - �-%, 11 . , , Phone[20GJ524-424� . ,, , 114 j I 11 . Wire", is an acceDtable altemal,ive to spreadler Ows rated ce,Wr)g assernbly unless substantia' i.. _____ . � .Fax:(&�,T)�97 , W- T-W, - . 11 . tive bracing. n S-_- - iiN documentation is provided�sc,,,, :,.. .. � . I . -.-- . .Fax j2�Dl 5244139 . . ,,-�,t, .7". , Iti � . - , . i .___----, . . I . .. . . 9- 6 , - . ,"=1 . ""n'x-_)�Ox'ce-o&L76oc,._:�adu[,-�,,�C,,; I . . . , � t 69i I &,j,��ASC'-c 7-CA Sn��,�_,S 1',,,re,.1 I __, . Spreader bars arenol required it a 90 degree ireirsecing cross or rr.3r,r,�rtiin 4 1 . �� . I I ill Friej�(aW)5R4-42 5 :;'I*tion 1,, :. F 11 - � "r- i Alberta VVa.I aDq C,ejl�inq A15sQcJ.0fJi - �-rF---"'- . .. 11 j I . . �_ . I 'I . I 1:,-- -W . . . .. 8 inchas of l-e perime,.er wall. ? . ' I I P.T�, 't 1, vlmal ?, I .... - I _V- -, 'A I , 11� Flail . . . I . .10'gg , , I!� I . : _J_ _ -I � - : `� �, inclogriwob.org. Phot-Ya(4G.j)2r-o-7045 MIM- _�.-- - � .1 .I;.,-- - 3- � 4 pi.ep . . ;_91.,tii.: ,a-;,..4 I . Whe I I . ` i"Q�, ..1�11 - I. . Ww,.r,Wcb.oi .. I , ,. . .. . . . � N-Pa. -,.1_� . I ,,_., - 140�,' _ *-! . "1.,�,' � I re sulb,slani ii doc umer)l at Per I ha s ti pro Vidold to th L,roc a[jull schcti�,1, Fax:i 1-95,5 I I'r K,, i� ,; ,� 0 p<.,i;meter clips"bee i to,,al:,,fy oc�re,qLoarrients for s,x,_�rder Wrs. . 1. I �R.�., . I I . . . . I � : I— _1:11&Z67� . . S%,�$(,��S�>.w-s-,6�.;L��,:;-,>Je,,C" . � I . I I . I - �!� �%.. :":. :.l� NLAi-..,",�,�Si�Iir,z.,,L-�-_r ir,iG"-'Jfi'_,�,,� '"GPLNS,'_)t1i*Efz3TE,'.:._`�0:',�,,,0'_1,'�',1_f__LA":1,`iL i !; - .,B�.v) . i I ._.- . .. I I I .1 . �- K., . . , it 1.`1 I�I..�*;;.10�,:,.!:,;�,:;N",e�;F;A_.',J:!tA iw,I:,J"i t;�'��z,'Ib-C..�P,-�UU�i i�A,jr,�1- �"'..",; . � 19�-pl�l*.'-If,.'�rv:A�,.��('1�l-I'�,<�!!�,�.'.4�;-��;;z�-i�,-�,�',I��',�'.T'-.-":,��.,�,4,:.,,�,:,rl.,At.�,Y V 1;.-.1:,�7,7 . I I I 11 I I a INT 1 04 . . --- I . . . I . . . . . . . . . _,____ ..... � . . . . 0 . - . I . . . . . . I . � - . 5OF 9 SHEETS I . . � . � -__ I — .- . I K �_ � V ------------ I Z 71 � - ............I -- .............. I I I , T ( � ..-- . — - � ..... 'E��l r "i------_�p I _�-` _(_,�_ 77 W I. .. I I I - —I.. =:T 7___ � i .... -----F=r J� ........___.......-:7:.........-,.-..-r`Ii .. .................... 1111i� � I __ ___ _N � .1 " , — ,I/ I ,e � I . I . . I . . I . CD Lo W lk 3011 Q d• Q GYP. BD. SOFFIT PAINT GYP. BD. SOFFIT PAINT GYP. BD, SOFFIT PAINT 104 ALL EXPOSED SURFACES P-3 ALL EXPOSED SURFACES P-3 ALL EXPOSED SURFACES P-3 ti N — co 00 c 3-FORM SS-2 WITH U-CHANEL AT m 0 N (0 Q TOP AND BOTTOM 0) o 'n ad 3-FORM SS-2 WITH U-CHANEL AT J P-LAM COUNTER P-LAM TRANSACTION TOP, PL-5 TOP AND BOTTOM P-LAM TRANSACTION TOP, PL-5 -aN 'n Z ', W e co M Y TOP PL-5 P-LAM INTERIOR CUBBIES, PL-3 U) m Lo Z ,—P-LAM, DIRECTION OF PATTERN P-LAM. PL-2 •.•.-. . •.-.-.- FINISH EDGE OF TRANSACTION TOP 3/4" VERT. AND 1/2" ADJ. SHELVES M o .c x O OPEN TO HORIZONTAL, PL-1 OPEN TO ,` . . . . WiPL_5 OPEN TO co a- a4- � BEYOND BEYOND 3-FORM SS-2 WITH U-CHANEL ATS _ • • • • • • BEYOND TENANT PROVIDED DVD PLAYER. TOP AND BOTTOM 1° P-LAM COUNTER TOP, PL-5 VERIFY SIZE. y4"REVEAL, PAINT P-6 t.0 " REVEAL PAINT P-6 ;� PEN T❑ P-LAM FRONT, PL-1 121111 R PENCIL DRAWER, PL-3 P-LAM 2 LIGHT VALANCE, PL 5 �4 BEYOND DIRECTION OF PATTERN ALIGN WITH COUNTER TOP _;= T -i • • • P-LAM COUNTER TOP,.PL-5 MSS 1 W/OUTSET RADIUS HORIZONTAL 3-FOR - . . . • • • • • • • . - EDGE -LAM COUNTER TOP PL-5 . . . . , b ,. �.. __ _ P LAM ALL EXPOSED SURFACES, _ 11 1. . . . . . _�- .:. ::�: {. ..�. ,�. �� _.. 4 RUBBER BASE - PL-3cu N INSTALL WITH LOW-PROFILE ,,, 4 �, ( ;,u. ,:: .% N z4° - _ \ _ _ 1 _- - P LAM DIRECTION OF PATTERN *.: 'f. �. d• _ POINT SUPPORTS �. - _ . . . . . . . . . . . . . .0. . . . . . . . . . . . . . ,�� F o HORIZONTAL, PL-1 '� - �: o rn (D .: ... ._. -- :;'• .:�:~��-" �- -,.' - 4 RUBBER BASE P-LAM, PL-2 r – .- r Ll 4" RUBBER BASE Nj- --—---- E 677 4" RUBBER BASE a� 8 E o E c 06" 8111 33�g" 60;/2 11 30" 0 v a� c c E .N A B C D cu -0 a 0 .0 RECEPTION DESK ELEVATION CL 1 cn SCALE: 3/8" = l' - 0" Q L.v u GYP. BD. SOFFIT PAINT GYP. BD. SOFFIT PAINT ALL EXPOSED SURFACES P-3 ALL EXPOSED SURFACES P-3 N I t -----------F7_ ---------------- --•-••---•-----................................. FILE DRAWERS P-LAM TRANSACTION TOP, PL-5 I GYP. BD. SOFFIT PAINT ALL EXPOSED SURFACES P-34" BACKSPLASH r I 1 OPEN T❑ P-LAM INTERIOR CUBBIES, PL-3 (1)ADJ. SHELF (1)ADJ. SHELF BEYOND 3/4" VERT. AND 1/2" ADJ. SHELVES ■ 4" BACKSPLASH P-LAM COUNTER TOP, PL-5 ■� 12" C PENCIL DRAWER PL-3 14 LOCKING PENCIL DRAWER PL-3 J 0 OC UNDER COUNTER LIGHT FOR 9 ...................................•------•--•.-•---------.............................E ? DISPLAY SHELF. CONNECT TO MAIN P-LAM COUNTER TOP, PL-5 - RECEPTION LIGHT SWITCH - (---�-----•-�---•---- P-LAM COUNTER TOP, PL-5 NT (1) GLASS ADJ. SHELF o _ P LAM ALL EXPOSED SURFACES _ - o Z ' � P LAM ALL EXPOSED SURFACES, N � � PL-3 N �,� � ��, . PRINTF 1 COPIER z4• � PL-3 . •, '� " ; _ E P LAM ALL EXPOSED SURFACES, W d = _ . rn OPEN ,� o o OPEN o 4 TOEKICK o o e .. .. :. k.. ... _ t PL-3 4" RUBBER BASE �� o , o - .. 4 TOEKICK W 11 44 24 26 y 1 11 1 " 1 11 28� 31� CLR 54" 3011 11 26� 72" 30" 0 ANGLES BACK 0 W E F G U. RECEPTION DESK ELEVATION z w 1 Q SCALE: 3/8" = l' - 0" z W � Lo P-LAM,ALL EXPOSED SURFACES, r PL-3 �.................... . ......... 12" ............. —(2)ADJUSTABLE SHELVES 12 P-LAM,ALL EXPOSED SURFACES, -----------------------------------------------------------_.:WW.. P-LAM COUNTER TOP, PL-6 PL-3 {} UNDER CABINET LIGHTING 2 LOCKING FILE DRAWER P-LAM COUNTER TOP PL-6 S . - , ... .:� n� .. .,� , ...�� ,1 REVISIONS ._ 30 RADIUS { _ �•'�,��'•• �, P-LAM COUNTER TOP PL-6 - °�. I m ° m _ PERMIT SET 03-26-2012 P LAM,ALL EXPOSED SURFACES, 11 ..... .._.. _ ....... . .».... r:�-- _.-... ..... 30 RADIUS n I P-LAM COUNTER TOP PL-6 L 11 P 3 l : 4 BACKSPLASH NOT THIS PAGE 04-30-2012 � 11 Aff— I 4 BACKSPLASH _ � 1I i E MODESTY PANEL PL-3 I - MODESTY PANEL PL-3 0 0 MODESTY PANEL PL 3 CD i s ................ I N _.._.._. - - N --------- 4" ............. 411 TOEKICK 611 , 611 _ ____.�.._:....._..___. 911 ; - 4" RUBBER BASE °----- a OPEN mm o 0 0 ,� o OPEN o > Or m rn F Lu OPEN - N N .......................... ................. ...: ...... ------- . -- .............. ......................... ........ ... i all FILE DWRS. 7 1 �� 3 11 5 11 11 02-20-12 DATE 84� 34� 26 3I4" 55y 288 348 48" FILE 2011-39-00 JOB 2011-39-01 A B C DWN TC CHK TK BUSINESS MANAGER OFFICE ' 2 SCALE: 3/8" = 1' - 0" *NOTE: FIELD SET GROMMET HOLES FOR ELECTRICAL AT RECEPTION #104, AND BUSINESS MNGR. OFFICE. 6 OF 9 SHEETS O Lf) W M a(D U) 04 cn P-LAM CABINETRY,ALL EXPOSED c � c Q SURFACES, PL-3 m 0 o a� GYP. BD. SOFFIT. PAINT P-2 32 Y c a Lo CLR (2)ADJ. SHELVES 0 N � Z TENANT PROVIDED MIRRORS, � .D ca , ,ten Y VERIFY SIZE WITH CLIENT (2)RECESSED FLIP-UP UNDER CABNINET LIGHTING Z ELECTRICAL OUTLETS. X-RAY WINDOW, ccn o -E '' O 6" S.S. TRASH GROMMET SEE PLAN NOTE 3 ON PAGE 1.2. VERIFY SIZE AND h �,,. M 0- Q`-- ~ Y .` 4 BACKSPLASH _ MOUNTING HEIGHT = . = P-LAM COUNTER TOP PL-4 o - - P-LAM COUNTER TOP, PL-6 ------------ ,�, P LAM COUNTER TOP,PL-6 } x P-LAM COUNTER TOP, PL-4 33Y8 3 �" ' SUPPORT BRACKETS AS NECESSARY _ PROVIDE SIDE GROMMET. FOR 11 00 ELECTRICAL BACKSPLASH 4 .,................... ,,,v..._._...._.._...___.. . 1 ADF. SHELF - . x��- O S C PRINTER (2)ADJ. SHELVES p PP RT BRA KET AS SU 0 C ,AP . ,€ _ NEEDED `� = ns P LAM CABINETRY PL- -70''••, 3 RI I O 4 RUBBER BASE - N _ o N �; _ y. .. ._ P-LAM CABINETRY,ALL EXPOSED a) ._ - CABINETRY PL 3 P LAM �� OPEN a d' �o _ o ' w > m - oc SURFACES, PL-3 m 4 TOEKICK J n .. a� O N V 3t.- . 11 4 TOEKICK w �� U a u L • 4 TOEKICK „ 1 •11 it E 4-- 20 20 10� 18 O 67Y" 40Y" 1334 CLR CLR CLR 32" v� C 48" C °� c 'cn C a) ca Q L V .O TOOTHBRUSH STATION COMPUTER STATION STANDING CONSULT X-RAY 1 2 3 4 SCALE. 3/8 = 1' - 0 SCALE: 3/8" = 1' - 0" SCALE: 3/8" = 1' - 0" SCALE: 3/8" = 1' - 0" Q u r �8 11 33�11 33�11 58�� 24" 111 P-LAM CABINETRY,ALL EXPOSED 12 P-LAM,ALL EXPOSED SURFACES, SURFACES, PL-3 PL-3 N OPENING IN CAB. DOOR (V (2)ADJ. SHELVES FOR GLOVES. ATTACH GLOVE (2)ADJUSTABLE SHELVES HOLDER TO BACK SIDE OF DOOR, VERIFY UNDER CABINET LIGHTING PROVIDED BY DENTAL EQUIP. (6)ADJUSTABLE SHELVES i � =•.` SUPPLIER r 4 BACKSPLASH --- - '•R`N o UNDER CABINET = _ o �` P-LAM COUNTER TOP, PL-6 _.,... ,,.`':, 0 3` m COU 0 s..:.- ..:. ., LIGHTING m ,..�� .�:`:�� •-«-- ••�-- -�-•�- -�-••- ::.x�. ....m -•-� �.m ��-• m UNDER CABINET LIGHTING i UNDER CABINET LIGHTING :..,,. -.v m.-..v. .v.-.vv. ...-�.n BID :•`•:•,:::::,, n'::: :.,,,. .,�}m .v.., r..::�,�} '•�' �. fr '� . P-LAM ,,,,r -,--,,.,.,,,,. .,,,,.,. n,,..,..,,...,, .,, .,, „-. , „ ., ., �� f COUNTER TOP, PL-6 " -„ ,a ` y� •a.'i� 9 � FULL BACKSPLASH '' �` ``.. FULL BACKSPLASH w ”' Lj ADJ. HELVE 5 1S 5 0 SHELVELn S S � _ PULL-OUT SHELVES ON U. 00 8 S.S. TRASH GROMMET 19 v2" 191/2" " ' -` s:5 P-LAM,ALL (1)ADJ. SHELF 8" S.S. SHARPS GROMMET CLR CLR HEAVY DUTY GLIDES EXPOSED SURFACES, PL-3 P-LAM CABINETRY,ALL EXPOSED _ BEHIND TRASH �o o e APRON a o m ............,.........} o o (1)ADJ. SHELFLD � . _ TAT-M STAT-M �•. SURFACES, - s f C S, PL 3 -_ � �` <. 4 TOEKICK a o o .F'` .. �o P-LAM ALL , W I ' P-LAM,ALL 'r :' .. fi 4 TOEKICK - .�� e o ..� EXPOSED SURFACES, PL 3 m 11 EXPOSED SURFACES, PL-3 � .� -�-<,,• � �� OPEN OPEN ..�. �.- 1.,., :r ��``'�,�, ' : � �"�'.E,, �,• � EX OS SU C S, NC •� 4 TOEKICK \. r° N ....... ....... rn LLI cy �, r 11 241/2" 171/2" „ ® - 32 66 5/8" CLR 15" CLR 36" 32 8 29" INSIDE A B C o- w ® L PANO o_ STERILE . 5 6 z w SCALE: 3/8" = 1' - 0" SCALE: 3/8" = 1' - 0" z w 12" 70" 85�II ,� 2 25 o CLR 52,11 1211 21�8" 3011 v P-LAM,ALL P-LAM,ALL P-LAM CABINETRY,ALL EXPOSED EXPOSED SURFACES, PL-3 EXPOSED SURFACES, PL-3 SURFACES, PL-3 P-LAM,ALL r (2)ADJ. SHELVES (2)ADJ. SHELVES EXPOSED SURFACES, PL-3 (2)ADJ. SHELVES "`• : (2)ADJ. SHELVES PROVIDE HOOD AND VENTING.VERIFY "w. s �•:�: ..r__ n. - •...... .:.:. ....• .- „nm r., . .r. 3. .fi SIZE AND MOUNTING HEIGHT fiy. ,�_,:. f' f 1 ADJ. SHELF UNDER CABINET t ( ) �. �,. = CABINET = , • UNDER CA . <: LI m .,_: ,:.r ..: r GHTIN ....._ �,. , .xr ,,,,,,,, ,,,,,,v ,:::..,. ,,..,,,, . .: ,..._.� .,,..,. ,,,.:.,. . �s.�. m LIGHTING ,,,<.,_.,r.. .... .r :: .::.�_ :., ..,_... ,_ n,. �.. +~+~' 16"D MICRO SHELF — o o '�, w 4 BACKSPLASH REVISIONS FULL BACKSPLASH ``' FULL BACKSPLASH m m ti 1 P-LAM COUNTER TOP PL-6 © PERMIT SET 03-26-2012 MICRO , -.-„..,. .�>h,, ,.-� ::_h _ .m .. .m. 11 p \. P-LAM COUNTER .. P-LAM COUNTER R 4 BACK SPLASH '.. pp p p p e NOT THIS PAGE 04-30-2012 « TOP, PL-6 _ TOP, PL-6 00 d- (1)ADJ. SHELF (1)ADJ. SHELF _ N 8” S.S. TRASH P-LAM COUNTER o 0 EF. `o GROMETT ,. TOP, PL-6 `V `" 00 36"WX69"HX32" 11 = REF. *..,:.,,-.,.:�:":....`:,..-.,..... e P LAM CABINETRY,ALL EXPOSED a �, i - O 4 TOEKICK '� o000 ®® y ti 1 ADJ. SHELF APRON 1 ADJ. SHELF �. , _ N � .�' �, _ � s SURFACES PL 3 -o m - °"a~ P-LAM,ALL 'Y Ap ,... �i ., _ - o �''c,.•.. •o+• .✓'mss S •� ,••,< .� V V " N A . 4 TOEKICK _ 4 TOEKICK y � : EXPOSED SURFACES PL 3 : ..:-- STOVE a, 30"W i`. 4" TOEKICK 19 1 11 Z 4111 11 " 11 25 1/2" 02-20-12 If 18 CLR 36 17 DATE CLR 40 7/8" 24" 9811 68y4" FILE 2011-39-00 JOB 2011-39-01 A A B B DWN TC CHK TK LAB STAFF ROOM 7 g SCALE: 3/8" = 1' - 0" SCALE: 3/8" = 1' - 0" INT 106 *NOTE: FIELD SET GROMMET HOLES FOR ELECTRICAL AT STANDING CONSULT, AND LAB #113. 7 OF 9 SHEETS O cl) W M Q 0 00 CD O Lo 06 Y d? J C7 N M M Y VJ Oco 0 O o � UPHOLSTERED FOAM co a- o-4-- � I SEAT, UPH-2 I i UPHOLSTERED FOAM SEAT, UPH-1 I? P-LAM,ALL EXPOSED SURFACES, PL-3 c 1 11 i .......................................................... .........................................................�: .................. I 6 0 ._ 4" TOEKICK co ol > 0 0 c � ol N = �l = '001, V E cu 811 �8 11 11 11 19„ a e 129 111 114 4" 105 8 v� c 25,II .c •F Q L.. � N BUILT-IN BENCH L BENCH SECTION ci) SCALE: 3/8" = l' — 0" 2 SCALE: 3/8" = l' — 0" Q 10 N 6" S.S. TRASH GROMMET P-LAM COUNTER TOP, PL-60 . . P-LAM COUNTER TOP, PL-6 P-LAM COUNTER TOP, PL-6 P-LAM COUNTER TOP, PL-6 P-LAM COUNTER TOP, PL-6 6" S.S. TRASH GROMMET 4" BACKSPLASH 4" BACKSPLASH 4" BACKSPLASH 4" BACKSPLASH 4" BACKSPLASH L P-LAM PANEL (1)ADJ. SHELF (1)ADJ. SHELF - (1)ADJ. SHELF P-LAM,ALL O EXPOSED SURFACES, PL-3 x., d o .v P-LAM,ALL P-LAM ALL — P-LAM ALL " ° P-LAM ALL ' o pL �«< 1 ADJ. SHELF d �fi �`�' EXPOSED SURFACES, PL-3 w a = EXPOSED SURFACES, PL-3 = "� EXPOSED SURFACES, PL-3 = O N f a EXPOSED SURFACES PL-3 I I c N N N ;cc �. s ¢ `Y' 4" TOEKICK "' 4" TOEKICK `Y' 4" TOEKICK m '' � 4" TOEKICK m pr o `` � _ 4" TOEKICK O' �� "�, ` Lu ti ¢ .,.,...»,..,.............r... w w <�<. ..� w L >II II 2 15/4 15)/4.' 19y8 CLR 23" 191, 56�" 2411 24�� 27 4" 601' 0 LCL0 A B A B A w U. _ HYG . 2 SIDE CABINET OP #3 SIDECABINET TYP. SIDE CABINET �, 5 _ z w _ - " n SCALE: 3l8 1 0 SCALE: 3/8 = 1 — 0 SCALE. 3/8 1 011 - Q z wZ) Lw) r r 6" SS TRASH REVISIONS GROMMET f 36" G.B. MIRROR © PERMIT SET 03-26-2012 PLASTIC LAMINATE � PLASTIC LAMINATE BACK WALL COUNTER&4" SPLASH, NOT THIS PAGE 04-30-2012 S T COUNTER&4 SPLASH,COVER PL-4 PL-4 DIS ENSER 54' MIN 42" G.B. 611 211 BABY ILS � SIDE WALL190AX CHANGING MAX,AX IN aD WRAP PIPES T.P.D. CL PER ADA o -p T.P.D. BABY 36" FROM o o N , N BACK WALL - - �D : �0 SEAT �. �, w � 8 M N f'l 3 � MAX. z �,�, tlr�j -� � �.z D 3 �v 3o KN E LR. — _ x 1--1 _z x z D 3 DATE 02-20-12 18„ FILE 201.1-39-00 JOB 2011-39-01 A DWN TC CHK TK C ® ADA RESTROOM ELEVATIONS B _ INT 1 m7 SCALE: 3/8" = l' — 0" 80F 9 SHEETS o Cl) W M ~Q C/) 04 O CO 00 Q m NO � ad JO � W (7 WALL MTD. 04Z LIGHT FIXT. U) ca 0 a Y Z ci te a Cf) . a PLASTIC LAMINATE MIRROR 36" G.B. COUNTER&4" SPLASH, BACK WALL PL-4 \ P.T.D. 54' MIN P.T.D. 2" 611 42" G.B. 12' 42" G.B. CL 9' M WRAP PIPES PER ADA MIN SIDE WALL MAX c o ca p > _ T.P.D. T.P.D. C w 36" FROM � w 3 4' � W BACK WALL, MAX. �, a) S M N D = � L Z x HKN E LR. x X H a �� m E m zs DSD '-' E 18„ 6 rv rn c c rn c 'gin C (1) CU -v Q ` CU MSCALE: 3/8" = 1' - 0" DA RESTROOM ELEVATIONS C( u N N COUNTER TOP, PL- P LAM OUN 0 , 5 LjQ P-LAM TRANSACTION TOP, PL-5 z W 14 w N O 0 P-LAM LIGHT VALANCE, PL-5 2 190" ®— Uj U. SS 1 Y8 18 X 96 3-FO RM PANEL ON LOW PROFILE STANDOFFS, SATIN z W ALUMINUM FINISH _ Q P-LAM BEHIND 3-FORM PANEL. SEE ELEVATION 1A ON PAGE 1.5 ao N W FOR SPECIFICATION. o M SUPPORT BRACKET AS NEEDED. 4„ RUBBER BASE TENANT IMPROVEMENT PLAN APAGES 1 . 1 - 1 . 8- The undersigned hereby accepts the plans and specifications reflected herein and understands that any change by Lessee to these plans and /or specifications after REVISIONS this point will most likely result in a delay of the occupancy date and /or an increased cost which will become Additional Rent due and payable by Lessee upon invoice by © PERMIT SET 03-26-2012 Lessor. Furthermore, it is stressed, that Lessor will construct that which is represented & NOT THIS PAGE 04-30-2012 on these pages unless to comply with governmental codes or ordinances, it is necessary for Lessor to deviate. Lessor will not be responsible for fulfilling verbal agreements made by employees, agents, or contractors. By signing below, you are acknowledging and agree to be bound by the preceding. REVIEW PLANS AND SPECIFICATIONS .THOROUGHLY RECEPTION DESK SECTION Lessee: 02-20-12 2 Y B DATE _ FILE 2011-39-00 SCALE: 1-1/2,� — 1 - 0 Print Name: JOB 2011-39-01 Title: DWN TC CHK TK Date: INT , 1 08 r . 90F 9 SHEETS