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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/2/2017ABBREVIATIONS LEGAL INFORMATION S2 PROJECT DESCRIPTION A.F.F. ABOVE FINISH FLOOR JAN. JANITOR ASSESSOR'S PARCEL NO.: 1703220002300 ROOF FRAMING PLAN SITE WORK - REWORK WALK WAY, ACCESSIBLE PARKING SPACES & CURB RAMP ADH. ADHERE Ji. JOINT KITCHEN LAYOUT K2 EQ. ROUGH IN PLAN K3 AW. ADJACENT/ADJUSTABLEEXTERIOR LEGAL DESCRIPTION: - DECOR DETAILS RENOVATION - RE-CONFUGURE SHAPE OF TOWER ELEMENTS WITH SIDING BOARD FINISH AT PARKING LOT AUM. ALUM. ALUMINUM AIR CONDITIONING/ER LTG. LIGHTING SPECIFICATIONS D8.2 SPECIFICATIONS SIDE ENTRY AND ADD NEW TOWER ELEMENTS AT STREET FACING FACADE. RE -CONFIGURE SHAPE OF DRIVE-THRU COVER AND. ATHHiM. THRESHOLD MGR. MMANUFAECTURER ZONE: COMMERCIAL MAIN DINING VERIFIED PLAN SIDING WILL ALSO BE ADD. & AND MAS. MASONRY APPROX. AAPPPRROXIMATE EMECCH. MAXIMUM LOT AREA: - SQ. FT. INTERIOR RENOVATION - REWORK RESTROOMS TO BRING THEM UP TO CODE AND INSTALL ALL NEW FIXTURES AND FINISH. 0 AT MTL METAL INSTALL NEW WALL FINISH AND NEW CEILING TILES IN KITCHEN. B./BOT. BOTTOM MIN. MINIMUM BUILDING AREA: 1,600 TOTAL SQ. FT. BLK./BLKING. BLOCK/BLOCKING N, NOMINAL BQ BAD N.I.C. NOT IN CONTRACT LEGAL JURISDICTION: CITY OF SPRINGFIELD, OR CAB. CABINET i NUMBER CEM. CLG. CEMENT CEILING 0• OWNER _ GOVERNING CODE: 2014 OREGON BUILDING CODE C.L/C CLR. CENTER LINE O.F.C.I. OWNER FURN., G.C. INSTALLED CLEAR D.C. ON CENTER OPP. OPPOSITE 2014 OREGON FIRE CODE 2014 OREGON MECHANICAL SPECIALTY CODE DEFERRED I L CERM L CERAMIC CHANNEL I COLUMN P./PT. PAINT/POINT 2011 OREGON PLUMBING SPECIALTY CODE COL CONCRETE PIAS. LAM./P.L. PLASTIC LAMINATE 2011 OREGON ELECTRICAL SPECIALTY CODE TE ONNCRETE MASONRY UNIT PLYWD. PLYWOOD �U, COUNTER 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE CONST. CONSTRUCTION POL POLISHED 1. ELECTRICAL CON. CONTINUOUS QTY. QUANw CONTRACTOR OCCUPANCY: A-2 2. MECHANICAL CONTR. Q.T. QUARRY ALE 3. PLUMBING D. DEMO DEPTH R./RAD. RADIUS DEMOLITION RA/ RJA RETURN AIR CONSTRUCTION TYPE: TYPE V -B NON-SPRINKLERED 4. ALL SIGNS AND CANOPIES. DIA,/O DIAMETER RECP. RECEPTACLE DIE DIFFUSER/DIFFERENr REINF. REINFORCED REQUIRED OCCUPANT LOAD: DR. DOOR REQ'D. DOWN RM.ROOM DWG. R O. ROUGH OPENING DINING AREA - 19 FIXED SEATS = 19 OCC. FA ELEC. EACH SA/ S/A . SUPPLY AIR ELECTRIC/ELECTRICAL SCHED. SCHEDULE RESTROOM (SINGLE USE) 1 OCC. CONTACTS EQUIP. EXIST.AE) EQUIPMENT S.SK. SERVICE SINK EXISTING Ss./ S/S / S.ST. STAINLESS STEEL KITCHEN 740/200 = 4 OCC. E.J. EXPANSION JOINT SHT. SHEET EXr./EXTR. EXTERIOR SIM. SIMILAR S.C..SOLID CORE OFFICE 50/100 = 1 OCC. FEN. FINISH/FINISHES FIN. FIR./EF. FINISH FLOOR SPEC. SPECIFICATION FIRE PROOF STORAGE AREA 70/300 = 1 OCC. BUSINESS OWNER F.P. F.R. F.S.E. S'L STREEL FIRE RESISTANT STO./STOR. STORAGE FOOD SERVICE EQUIPMENT STRUCT. STRUCTURE/STRUCTURAL WALK-IN COOLER/FREEZER 205/300 = 1 OCC. GBMO L.L.C. ES.E.C. FOOD SERVICE EQUIPMENT CONTRACTOR SUSP. SUSPENDED 522 SW FIFTH AVE, SUITE 925 FIXT. FLR, FIXTURE FLOOR T. TOP/TILE TOTAL OCCUPANTS 27 OCC. PORTLAND, OR 97204 FLUOR. FLUORESCENT TEMP. TEMPORARY < 50 OCCUPANTS 1 EXIT REQ'D / 1 PROVIDED F RAM'G. FRAMING T.V. TELEVISION FROM TH. THICK/rHRESHOLD FURN. FURNISH/FURNISHING T.F. TAPE, FLOAT TAPE, GAV. IVINIE T.F.&P. BOAT &PAINT TYPICAL STRUCTURAL ENGINEER Gk G.C. VGUAG GENERAL CONTRACTOR VAR. VARIES HOROWIIZ TAYLOR ENGINEERING GYP. GYPSUMW WIDTH RICHARD W. HOROWITZ GYP. BD. GYPSUM BOARD W.R. WATER RESISTANT 14288 DANIELSON ST., SUITE 200 HDW. HVAC HARDWARE W.S. WEATHER STRIP HEATINGNENTILATING & AIR CONDITIONING W/ WITH POWAY, CA 92064-8819 HT./H./HGT. HEIGHT WD. WOOD H.C. HOLLOW CORE (858) 560-4383 HR. HOUR INCL INCLUDING/INCLUSIVE INSUL INSUL40NANSULATE INT./INTR. INTERIOR GENERAL BUILDING NOTESALTERNATE FIRE DEPARTMENT NOTES MISCELLANEOUS NOTES TO CONTRACTOR ADDITIME ALTERNATE 1. FOR MAXIMUM OCCUPANT LOAD REFER TO LEGAL INFORMATION, OCCUPANT LOAD 1. WHERE GAS SERVICE IS BEING PROVIDED, CONTRACTOR TO PROVIDE AN OUTSIDE 1. WHERE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS) ARE INCOMPLETE, 1. PROVIDE PER SQUARE FOOT COST TO REPLACE CONCRETE FLAT WORK. SEE THIS PAGE. FINAL APPROVAL OF THE OCCUPANT LOAD IS CONTINGENT UPON FIELD GAS SHUT-OFF VALVE CONSPICUOUSLY MARKED. AMBIGUOUS OR CONTAIN CONFLICTING INSTRUCTIONS, DO NOT PROCEED UNTIL NOTE ON SITE PLAN FOR FLAT WORK REQUIREMENT. INSPECTION AND OBTAINING A FIRE PERMIT TO OPERATE THAT PORTION OF THE 2. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED. RECEIVING CLARIFICATION FROM THE ARCHITECT IN WRITING. 2. REPLACE ASPHALT ROOFING AT FLAT ROOF. SEE NOTES ON ROOF PLAN. PREMISES AS AN ASSEMBLY OCCUPANCY. 3. PROVIDE METAL TRIM OR CASING AT ALL. EDGES 01+ PLASTER AND DRYWALL 2. PROVIDE PROTECTION OF PEDESTRIANS AND PUBLIC DURING CONSTRUCTION. 3. REPLACE HVAC UNITS ON ROOF. SEE NOTES ON ROOF PLAN. 2. PLANS FOR PERMITS FOR AN AUTOMATIC EXTINGUISHING SYSTEM FOR KITCHEN OR RTSHALL T SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS 3. PROVIDE BARRICADES AND CANOPIES AS REQUIRED FOR PUBLIC SAFETY. PROVIDE 4. PROVIDE PER LINEAR FOOT COST TO TO REPLACE STORE FRONT, AND PER HOODS FRYERS. INSTALLATION SUBMITTED IN TRIPLICATE FOR NOTED ,OTHERWISE. MINIMUM 6'-0" AWAY FROM CONSTRUCTION OR OTHER APPROVED MEANS OF SQUARE COST TO REPLACE GLAZING. GLAZING PER WINDOW SCHEDULE NOTES. APPROVAL TO THE FIRE DEPARTMENT. PROTECTION AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 3. INTERIOR WALL AND CEILING FINISHES FOR ASSEMBLY AREAS SHALL NOT EXCEED 4. OBTAIN FACILITIES INVESTIGATION REPORT ISSUED BY BURGER KING COOPERATE A FLAME SPREAD CLASSIFICATION OF 200 (CLASS 111). REQUIRED SUBMITTALS AND COMPLY. 4. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS TO PROJECT OWNER 5. OBTAIN BURGER KING REMODEL GUIDELINES ISSUED BY BURGER KING COOPERATE. TREATED IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES HANGINGS, ETC.) FOR APPROVAL BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL ALSO PROVIDE AND COMPLY. 5. PROVIDE DRAFT STOPS IN CONCEALED SPACES AS PER 2014 LABC. ANY ADDITIONAL SUBMITTALS REQUIRED BY PROJECT OWNER, ARCHITECT, OR ENGINEER. 6. TWO (2) FIRE EXTINGUISHERS RATED AT 2A 10BC SHALL BE MOUNTED ON WALLS A. PREFABRICATED ROOF TRUSSES SIGNAGE I LIT L IN ACCESSIBLE AND VISIBLE LOCATION. ONE IN THE KITCHEN/FOOD PREP. AREA, B. AWNINGS ALL SIGNAGE AND SIGN DETAILS ARE UNDER SEPARATE DRAWINGS AND PERMIT, AND TO AND THE OTHER IN THE DINING AREA. C. STORE FRONT BE SCHEDULED BY GENERAL CONTRACTOR. 7. THE INSULATION IN THE FREEZER AND COOLER SHALL HAVE A FLAME SPREADING D. PAINT ITEM G.C. G.C. OWNER VENDER CONTACT REMARKS RATING NOT GREATER THAN 75 AND THE SMOKE -DEVELOPED RATING OF NOT REQUIRED SEPARATE SUBMUAL PURCHASE INSTALL FURNISH INSTALL INFORMATION MORE THAN 450. SEC. 707.2. PROVIDE SPECIFICATIONS FOR THE INSULATION OVERLAPPING AND CONFLICTING REQUIREMENTS: DINING ROOM FURNITURE X X SHOWING THE FLAME SPREAD RATING AND SMOKE -DEVELOPED RATING. A. SIGNAGE 8. PROVIDE ADDRESS NUMBERS AT LEAST EIGHT (8) INCHES HIGH, WHICH SHALL BE WHERE COMPLIANCE WITH 2 OR MORE INDUSTRY STANDARDS OR SETS OF STANDARDS B. PREFABRICATED METAL CANOPY RESTROOM PARTITIONS X X REQUIREMENTS IS SPECIFIED, AND OVERLAPPING OF THOSE DIFFERENT C. MECHANICAL PLAINLY VISIBLE FROM ROADWAY. ESTABLISHES DIFFERENT OR CONFLICTING MINIMUMS OR LEVELS- OR REQUIREMENTS OF 9. EACH DINING AREA SHALL HAVE ONE WHEELCHAIR SEATING SPACE FOR EVERY QUALITY, MOST STRINGENT REQUIREMENT (WHICH IS GENERALLY RECOGNIZED TO BE D. PLUMBING PLUMBING FIXTURE X X RESTROOM ACCESSORIES X X TWENTY SEATS. ADDRESS TO SUCH SEATING SPACE SHALL BE PROVIDED WITH MAIN ALSO MOST COSTLY) IS INTENDED AND WILL BE ENFORCED, UNLESS SPECIFICALLY E. ELECTRICAL AISLES NOT LESS THAN 42" CLEAR WIDTH. FOOD SERVICE AISLES SHALL BE NOT DETAILED LANGUAGE WRITTEN INTO CONTRACT DOCUMENTS (NOT BY WAY OF REFERENCE DINING ROOM AND RESTROOM LESS THAN 42" CLEAR WIDTH, WITH A PREFERRED WIDTH OF 42", WHERE PASSAGE TO AN INDUSTRY STANDARD CLEARLY INDICATES THAT A LESS STRINGENT REQUIREMENT ) FINISH INCL. BUT NOT LIMITED X X OF STOPPED WHEELCHAIRS BY PEDESTRIANS IS DESIRED. IS TO BE FULFILLED. REFER APPARENTLY -EQUAL -BUT -DIFFERENT REQUIREMENTS, AND TO TILE AND PAINT ACCESSIBLE SEATS ARE INTEGRATED WITH THE GENERAL SEATING TO ALLOW A UNCERTAINTIES AS TO WHICH LEVEL OF QUALITY IS MORE STRINGENT, TO ARCHITECT/ REASONABLE SELECTION OF SEATING AREA AND TO AVOID HAVING ONE AREA ENGINEER FOR A DECISION BEFORE PROCEEDING. INTERIOR SIGNAGE X X SPECIFICALLY HIGHLIGHTED. HAND DRYERS X X TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGE DISPLAY SHELVES AND MINIMUM QUALITY TY: UANTI DISPENSING DEVICES SHALL BE ACCESSIBLE. TV X X WHERE FIXED OR BUILT-IN TABLES, COUNTERS OR SEATS ARE PROVIDED FOR THE IN EVERY INSTANCE, QUALITY LEVEL OR QUANTITY SHOWN OR SPECIFIED IS INTENDED SIGNAGE INCL. PERMITS X X PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5% (BUT NEVER LESS THAN ONE) AS MINIMUM FOR THE WORK TO BE PERFORMED OR PROVIDED. EXCEPT AS OTHERWISE MUST BE ACCESSIBLE. SPECIFICALLY INDICATED, ACTUAL WORK MAY EITHER COMPLY EXACTLY WITH THAT SIGNAGE FOOTING X X MINIMUM (WITHIN SPECIFIED TOLERANCES), OR MAY EXCEED THAT MINIMUM WITHIN X X 10. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL OCCUPANT LOADS SIGN REASONABLE LIMITS. IN COMPLYING WITH REQUIREMENTS, INDICATED NUMERIC VALUES CANOPIES INCL. PERMITS LANDSCAPE X X AS PER 2014 LABC. ARE EITHER MINIMUMS OR MAXIMUMS AS NOTED OR AS APPROPRIATE FOR CONTEXT 11. ONE PORTABLE FIRE EXTINGUISHER WHICH HAS A CLASSIFICATION OF NOT LESS OF REQUIREMENTS. REFER INSTANCES OF UNCERTAINTY TO ARCHITECT/ENGINEER FOR THAN TYPE 'K' SHALL BE PROVIDED FOR THE KITCHEN. DECISION BEFORE PROCEEDING. * G.C. TO COORDINATE WITH OWNER AND VARIOUS VENDERS. 12. A MINIMUM OF ONE 2A10BC CLASSIFICATION FIRE EXTINGUISHER SHALL BE PROVIDED WITHIN SEVENTY-FIVE FEET OF TRAVEL DISTANCE FOR EACH SIX THOUSAND SQUARE FEET OR PORTION THEREOF OF EACH FLOOR. 13. { ALL GALVANIZED FINISHES TO RECEIVE ACID WASH, CS1 CS2 RM COA C0.2 CO.3 Cl C2 C3 AO Al A3 A4 A5 A6 A7.1 A7.2 AB 9 A10 All COVER SHEET ACCESSIBILITY DETAILS SITE DETAILS SITE PLAN SITE DETAILS SITE PLAN SITE DETAILS SITE DETAILS DEMO PLAN FLOOR PLAN AND DOOR SCHEDULE ROOF PLAN NOT USED EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SECTIONS / DETAILS MATERIAL AND FINISH SCHEDULE KITCHEN AND RESTROOM FINISH SCHEDULE ROOF DETAILS DETAILS NOT USED SIDING DETAILS S1 STRUCTURAL NOTES S2 NOTES S3 FOUNDATION PLAN S4 ROOF FRAMING PLAN SD1 FOOD DETAILS EQ. MUCE K1 KITCHEN LAYOUT K2 EQ. ROUGH IN PLAN K3 DETAILS DO.0 PROJECT COVER PAGE D1.0 MAIN DINING FLOOR PLAN D1.1 MAIN DINING METALWORK D2.0 INTERIOR BUILDING ELEVATIONS D3.0 INTERIOR BUILDING ELEVATIONS D4.0 REFLECTED CEILING PLAN D5.0 MAIN DINING FLOOR TILE PLAN D6.0 MAIN DINING BUILDING FINISHES D7.0 G.C. BUILT WALL LOCATION PLAN D7.1 DECOR DETAILS D8.0 SPECIFICATIONS D8.1 SPECIFICATIONS D8.2 SPECIFICATIONS D8.3 SPECIFICATIONS D8.4 SPECIFICATIONS D9.0 MAIN DINING VERIFIED PLAN 1. G.C. TO SUBMIT SIGN SHOP DRAWINGS FOR LANDLORD REVIEW. INCLUDE ALL MOUNTING AND LIGHT DETAILS. 2. SUBMIT MATERIAL SAMPLES AND COLOR BOARDS FOR APPROVAL. 3. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTOS FREE. 4. TENANT'S LEASED PREMISES MUST COMPLY WITH TITLE III OF THE AMERICANS WITH DISABILITIES ACT (ADA). COMPLIANCE WILL INCLUDE, BUT NOT LIMITED TO, THE DESIGN, CONSTRUCTION AND/OR ALTERATION OF THE LEASED PREMISES. - UPON COMPLETION OF WORK, TENANT OR TENANT'S ARCHITECT MUST SUPPLY TO LANDLORD A LETTER, SATISFACTORY TO LANDLORD, STATING THE THE LEASED PREMISES HAS BEEN DESIGNED AND CONSTRUCTED IN ACCORDANCE AND ARE IN COMPLIANCE WITH ADA. 5. IT IS THE RESPONSIBILITY OF THE TENANT AND THE TENANT'S CONTRACTOR(S), WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WITH ALL REQUIREMENTS OF ALL APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. THE TENANT SHALL NOT PERMIT THE INSTALLATION OR USE OF ANT HAZARDOUS SUBSTANCES IN ANY COMPONENT OD THE PREMISES DURING ITS TENANCY. 6. TENANTS GENERAL CONTRACTOR TO CHECK W WITH STEVE BECKER, ROUSE OPERATIONS MANAGER PRIOR TO WORK START. 7. TENANT CONTRACTOR SHALL PERFORM FIRST-CLASS WORKMANSHIP. ACCEPTABLE IS CONTINGENT UPON LANDLORD APPROVAL. 8. IT IS THE RESPONSIBILITY OF THE TENANT'S CONTRACTOR TO FIELD VERIFY DIMENSIONS, UTILITY LOCATIONS, AND CONDITIONS PRIOR TO AND DURING CONSTRUCTIONS. CONTRACTOR TO NOTIFY ARCHITECT "11TH ANY CONCERNS. G`� 6l1 � 1��0 Dn00� � "CiIP1 1�.D5 o �' , Date Received 0�r `b MAY 0 2 2017 Original Submittal, iy. ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION 'SII THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL. SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED TO SUCH USE RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REWMINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SWILL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. D ARCti ce JOHN S. DODSON -6&23- SANTA MONICA, CA O F LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 04/04/2017 JOB NO. DRAWN BY CHECKED BY ME NAME CS1 Cover Sheet.dwg COVER SHEET CLEARANCE CENTERED ON /� AUE\ TACTILEWHITCHARACTERSGRAB BARS TO COMPLY WITH CBC SECTION 11 B-609 _ BL--------------sV4Jr 'i tVVOMEN NISETILE WALL FINISHA ------ - -------- I (2-- il o GYPSUM BOARD B C b� 3 6„ L - - -1} .. 1/2' t 2x BLOCKING TYPICAL O O 18" MIN. , r MTG. KIT #9684 TWO 3" LONG SCREWS & WASHERS (1-KIT PER FLANGE) AT METAL WOMEN MEN RESTROOM ELEVATION PLAN ; t STUD WALL. y X m o �� WOOD FRAME WALL MOUNTING DETL. MTG. KIT ,:... i' ¢ v o 9686, TWO #10x2 1/2" LONG PAN HEAD MTL 6 MIN. RAISED LETTERS WITH GRADE 2 BRAILLE (TYP.) # M X W " U SCREWS & WASHERS (1-KIT PER FLANGE) TYP. 13 T L A CE E lI E T ¢F-Y� z N GRIPPING SURFACE DIA OR WIDTH TO BE I SIGNS PER CBC CHAPTER 11 DIVISION 7 L m 1 1/4" MIN. TO 1 1/2" MAX. * PROVIDE COMBO SYMBOL AT CORRIDOR DOOR TO RESTROOMS - WHERE OCCURS CS2 SCALE: N.T.S. /� u o o ;n 1. ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH Li ExIT EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD SHALL BE PROVIDED AND ON DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES, A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER SHALL W Z [10' MAX. BE PROVIDED. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 58 TO 60 INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND 8 IN , CONTRAST OF THE DOOR. 2. ON DOORWAYS LEADING TO UNISEX SANITARY FACILITIES, AN EQUILATERAL TRIANGLE MOUNTED ON A CIRCLE ------------ --- - o SHALL BE PROVIDED. z z Z z ' e e GRAB w, 3. ADA SIGNS FOR THE VISUALLY IMPAIRMENT WITH 6 IN. PICTOGRAM, RAISED LETTERING AND BRAILLE TO BE z o z z `-' ' o 0 7 ST U I 3 GRAB AR MOUNTING MOUNTED ON THE LATCH SIDE OF THE WALL ADJACENT TO THE RESTROOM. RAISED CHARACTERS AND " '-------------------- M " "I.-k—? to _ CS2 SCALE: N.T.S. CS2 SCALE: N.T.S. BRAILLE SHALL BE LOCATED 48" MIN. A.F.F. OR GROUND SURFACE MEASURED FROM THE BASELINE OF THE LOWEST UNE OF BRAILLE AND 60 MAX. A.F.F. OR ABOVE GROUND SURFACE MEASURED FROM THE 11' M! 11' Mf 5 MAX BASELINE OF THE HIGHEST UNE OF RAISED CHARACTERS. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF DOORS. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, SIGNS SHALL BE PLACED AT THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL (A) (B) (C) RAISED CARACTERS BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ELEVATION PLAN ELEVATION LAVATORY ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. pA 4. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OS SIGNS SHALL HAVE A 14 EE CLA CE E�11�9Y®Ej�T EXIT_5/8„- 2” 0" MAX. 10" -24" MAX. O MIN. oo MINIMUM RADIUS OF 1/8 INCH, __� , CS2 SCALE: N.T.S. 3/8"- 1/2" INTERNATIONAL SYMBOL SCALE: N.T.S. in GRADE II BRAILLE 3/8" MIN. NOT TO EXCEED 13 1/2" MIN. URINAL DEPTH 97" IN-SWINGING DOOR NOTE: HAND OPERATED FLUSH CONTROLS SHALL z 12" MAX. "60" MIN. RAISED CHARACTER: BE MOUNTED AT A MAXMUM HEIGHT OF 44" A.F.F. N t2l 36 MIN. 12" MIN. 18" • CHARACTERS SHALL BE RAISED .1/32" MINIMUM ABOVE THEIR BACKGROUND, UPPER CASE, 4° MIN11 SANS SERIF TYPE, SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER F F ► MIN. "0" IS 60 MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". a a '¢4 c URINAL PLAN URINAL ELEVATIONgo + CHARACTER HEIGHT MEASURED FROM THE BASELINE SHALL BE X5/8" MINIMUM AND 2" g z z NMAXIMUM BASE ON THE HEIGHT OF THE UPPERCASE LETTER I .• STROKE THICKNESS OF THE UPPERCASE LEITER "I" SHALL BE 15% MAXIMUM OF THE '�' z i HEIGHT OF THE CHARACTER. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO 6 " 2 c$r CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD 4 MAX. SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN e ' c �+ �+ URINAL p �' z 17"-1 A" 30 INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8" MINIMUM AND 4 TIMES THE RAISED 4 STD. LAYOUT OA-' ACCESSIBLE URINAL CHARACTER STROKE WITH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, " - - - - - - SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16" MINIMUM AND 4 TIMES CS2 SCALE: 1/4 = l'-O" �� THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. Ml IF DOOR 34" CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS TOE CLR. HT.: SWIMI IN W/ FL. 3/8" MINIMUM. ��++ ,�a /+ 9"MIN. ADULTS MOUNTED W.C. • SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A 8 OBSTRUCTED I SIDE EAC 12" MIN. CHILDREN 18" 32" MIN. MESSAGE SHALL BE 135% MINIMUM AND 170% MAXIMUM OF THE RAISED CHARACTER HT. MIN.*l' CLR. STD. TOILET PLAN NOTE: SEE PLAN GS2 SCALE: N.T.S. FOR EXACT LAYOUT PLACEMENT/LOCATION: 4'-0" PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF MIN, 60" MIN. STD, TOILETPLAN THE DOOR. SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 17"-25" 1'-5" MIN. 36 MIN. 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF _ " „- ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. I - - _ -1 8"MIN 12 MIN. 4 MIN. FINISH & CONTRAST: g I N t° N CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. z L - _ _ J - %1- FLUSH 42" MIN. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT u z �, z z ► ACTIVATOR " 250 LB. CAPACITY CHARACTERS ON A DARK BACKGODUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. " N N N M o A ( ON WIDE 54 MIN. GRAB BAR LITERARY BRAILLE STANDARD DIMENSIONS: FL 30"X48" CLEAR m d I SIDE FLOOR SPACE 11 MIN. "' � ( 17 -1 N z 2" SEAT COVER DISPENSER 0 U DOT BASE DIAMETER .059 TO .063 IN. a 4" T.O. G AB BAR DISTANCE BETWEEN TWO DOTS IN THE SAME CELL .100 IN. NUTTF: HOT WATER/DRAIN PIPES SHALL i MAX. w DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS 300 IN. BE INSULATED OR OTHERWISE COVERED to M, 8 n_ cD DOT HEIGHT .025 TO .037 IN. WITH NO SHARP OR ABRASIVE SURFACES. ! 24" DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW .395 IN. a, CL Wo z DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS LAVATORY PLAN LAVATORY ELEVATION � � TOE '_6" 32" MINS DISTANCE BETWEEN DOTS DISTANCE BETWEEN DOTS IN THE SAME CELL _ CLR. MIN. CLR. C) IN THE SAME CELLo ® ® o I • SINGLE BRAILLE CELL �_ro 9 o o lo o TOILET ELEVATION TOILET PLAN ® O O O Lo O) �r' DISTANCE BETWEEN BLANK BRAILLE CELL CORRESPONDING DOTS /'`z�.� RAISED DOT 5 SD. LAYOUT OF ACCESSIBLE LAVATORY 2 STD. LAYOUT OF ACCESSIBLE TOLIET FROM ONE CELL ® o F o ®k®, ® CS2 SCALE: 1/4" 1'-0" CS2 SCALE: NT.S.DIRECTLY BELOW O ® OO® ,*--BASE DIAKETER OLOO O (O,"'•---- NO RAISED DOT 11 STD. VISUAL/TACTILE SIGNAGE UNOBSTRUCTED CS2 SCALE: 1/2" = 1'-O" CS2 SCALE: N.T.S. III I� a 20" MAX. >20" - 25" MAX. DISRAY CONDMONSJ OPERABLE PARTS AT ❑ m THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED ON: MAX. HT. TYP. o g Z • PARKING SPACES DESIGNATED AS RESERVED FOR INDIVIDUALS WITH DISABILITIES • ACCESSIBLE PASSENGER LOADING ZONES x - I a- w o U- • ACCESSIBLE ENTRANCES (INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNAGE ¢ Y a. TO INDICATED THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE) �r z � o + ACCESSIBLE TOILET AND BATHING FACILITIES •� o 0 rn o CV M ENTRANCE TO BUILDINGS AND FACILITIES THAT ARE ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS WHERE THE ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR SEATCOVER PAPTERTOWELS SOAP MIRROR PAPERTOWEL SANITARY BABY HAND SEATCOVER, CIRCULATION PATH, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS. IN DISPEN. TRASH NAPKIN CHANGING DRYER TOLIETPAPER EXISTING BUILDINGS AND FACILITIES, ENTRANCES WHICH ARE NOT ACCESSIBLE SHALL HAVE COMBO. DISPEN. TABLE COMBO. DIRECTIONAL SIGNAGE THAT INDICATES THE LOCATION OF AND ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 1 k\b X11 i� OOOOo�O tate Rece"ved 12 ITR TIO ffiL SY L OF CCESSI ILITY °�_. OBSTRUCTEDI A 6 T HEIGHTREQUIREMENTS SCALE: N T.S. _ _ _ M . CS2 SCALE: .5/4" = 1'-0" � 1 �11�5 (� �' 0� ti MAY 0 2 2017 CS2 SCALE: N.T.S."5 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSa UTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. JOHN S. DODSON SANTA MONICA, CA O OF LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 03/15/2017 JOB NO. DRAWN BY CHECKED BY FILE NAME - CS2 Accessibility Details.dwg ACCESSIBILITY DETAILS / I / I / i 10,Q,, / II DEMO CURB 1 71-0111, DEMO PIPE 4� P.U.Ei, BOLLARDS DEMO ASPHALT i (E) DRIVE TiHRU qj%NOP (E) DOWN SPOUT AND COL MNS (E) REFUSE ENCLOSURE DE M10 DR VE T/ I �l DEMO STOit "P SIGN 433.80 f ,i / z AC 0 (E) ENCLOSURE GATESfi' / 433.80 00' Lu TC AC 43340 r' ��ri� if l I AC ifOEMO C B 0i, /1 ff� l \ (E) BLDG. FINISH SLAB .4, 433.30 433.80 (E) BIKE RACK TC.� / 433.40 TC II MALL \, PARKING 433.60 TC 433.10 AC (E) DIRECTIONAL SIGN DEMO CURB (E) TRASH RECEPTACLE DEMO CURB RAMPJ (E) TELECOM PEDESTALS / i` DEMO CUR ri / r• 432.30 AC l /r i"` / • `" ` //432.00 (E) PARKING SIGN, TYP.—(E) YARD LIGHT / ( V / i "j 432.00, (E) RETENTION BASIN & STORM DRAIN. is 433.00 (E) LANDSCAPE AC �HRI IR TYP ''' MALLACCESS .. ........... . ........... . . ..... ........... ............... 0000 PLAN 432.20 TOP CB X 0 IIoD �/ L1j LLUI 0 CL I a � 1 F-1 E A& ISLAND r— E-) DOWN SPOUT / 0 / --(E) DOWN SPOUT > rn CATCH BASIN T(E) (E) LANDSCAPE < �–SHRUB, TYP. Cn 4 YARD LIGHT rn rn :-------DEMO CURB AND CONCRETE PAD DEMO ASPHALT (E) TRAFFIC LIGHT CONTROL BOX Nt (m ISS NuVtoY \\-(E) PEDESTAL SIGN Date Received MAY 02 2017 00 Original Submiftal 3/3211.1 1-011 I Ken McCracken, Architect 16219 SE 12th STREET SUITE 202 VANCOUVER, WA 98683 Contact: Erick Peterson (360)980-8258 ken.mccracken@comcast.net A�l QQ KENNETH J. 4 M RACKE M�,SWA �9 C� Ucense # 5599 OF 04119117 KJM/1478 0 0 THE USE OF RM RAMS AND SfW== SMALL BE FERN r® TO THE OWK SrIE FOR VHCH THEY WEFE FFEWO AND PUBLICATION INIM IS EMMY LWM 70 SUCH USE RE—USE, M)RMM OR ROWN BY AW WH0% IN *OLE OR IN PAW, IS PWMM MU TO THE FLANS AND SlUtMOS FSM VM THE AR09W MW PWMM VWX ODNM VM THESE PLANS AND SWCONS SHALL C== PFWA FACE SWU OF THE A008%WM OF THE RESITXWK DATE DESCPJM10N UnTo 2790 GATEWAY ST. SPRINGFIELD, OR JOB NO. DRAWN BY CHEOW BY FILE NAME DEMO PLAN uu. NOTES: 1. SIZE AND LOCATION OF UTILITIES BASED ON PREVIOUS DEVELOPMENT CONSTRUCTION DOCUMENTS. G.C. TO VERIFY SERVICE LOCATION AND MODIFY CONNECTIONS. 2. (N) LANDSCAPE TO MATCH EXISTING PLANTINGS. 3. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS OR IN THE SPECIFICATION AS BEING N.I.C. OR EXISTING, ALL ITEMS, MATERIALS, ETC. AND INSTALLATION OF THE SAME ARE A PART OF THE CONTRACT DEFINED BY THESE DRAWINGS AND SPECIFICATIONS. 4. IF THERE ARE TRENCHES OR EXCAVATION 6-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, CONTRACTOR SHALL OBTAIN NECESSARY PERMITS. 5. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL (N) FLATWPRKt,,-_ 100" (N) CONCRETE PAD PROVIDE (N) TRASH ENCLOSURE. SEE ARCH. DETAILS, TYP/. (N) CURB RAMP BEFORE PROCEEDING. (N) STOP LINE---, 6. SHOULD ANY ASPHALTIC CONCRETE REQUIRE PATCHING ADJACENT- TO DJACENTTO BUILDINGS, IT SHALL BE DONE ACCORDING TO THE PAVING (N) STOP SIGN -- SPECIFICATIONS AND THE SOILS REPORT AND SHALL BE OF THE SAME SECTION AND DRAINAGE SCHEME OF ADJACENT PAVED AREA. 7. THE FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR THE (N) CURB RAM', P-----, PHYSICALLY DISABLED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND ALL OTHER STATE/FEDERAL GOVERNING 4 3 TC AGENCIES. (N),,,,LANDS ZING --/ 8. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND CONSTRUCTION WORK, AS SET FORTH IN THE BUILDING CODE, (E) ELEC. METER BARRICADE HEIGHT AND CONSTRUCTION, IF ANY, TO BE DETERMINED/Onn A h AD SERVICE BY LOCAL PUBLIC AGENCY. 9. EXISTING STRUCTURAL ELEMENTS ARE TO REMAIN UNDISTURBED 3PH 4W UNLESS OTHERWISE NOTED ON DRAWINGS. 120/208V 10. FOR THE PORTION OF THE PROJECT PERFORMED BY THE G.C. ON A "DESIGN -BUILD" BASIS, THE G.C. (NOT THE DESIGN PROFESSIONAL) IS 2" CONDUIT SOLELY RESPONSIBLE FOR THE DESIGN AND SUBMISSION FOR PERMIT OF SUCH SYSTEMS AND THE COORDINATION OF THE DESIGN -BUILD SUBCONTRACTOR WHO SHALL BE THE ENGINEERS OF RECORD FOR SUCH SYSTEMS, THE G.C. HAS THE RESPONSIBILITY (E) GAS METER FOR THE FOLLOWING DESIGN -BUILD PORTIONS OF THE WORK: 1) HVAC, 2) ELECTRICAL. 6.5 PSI 250 ;;l,r' / 433*3 TC / Qw� MALL ...` Cl) PARKINS 7w/ / (N)ACCES IBLE/:RAPAP,7- )�CCE�SIB�L.E PARKIN( lf! N O j;/8" FL = 427.76 / / 1 1 `8 FL = 42,5.66 / / 432.3 Ar (E) ELECT. TRANSFORMER i / e MAX 2'7o_,,,,, -A Z SLOPE (E) RETENTION BASIN 8" FL = 428.83RIM 430.50 & STORM DRAIN / r / \ \\ >J / 1 44j PROVIDE 6" CRUSffD ROCK BASE WITH LAC CONCRETE AT DR VE Lu Z Z R U 7 P. Lu CL 0 ry CL rn GAS (N) 611 BOL 0 + + + �+++++++ + + 00 + + + .6 + 4. + '•/�"♦R-I 00000 00 D LANDSCAPING 6" BOLLARD PROVIDE 6" CRUSHED ROCK BASE WITH BLACK CONCRETE AT DRIVE THRU (N) GREASE INTERCEPTOR -(E) CATCH BASIN PROVIDE SLOPE SUBSTANTIAL —ENOUGH TO DRAIN WATER TO CATCH BASIN (N) MENU BOARD (N) LANDSCAPING (N) ORDER CONFIRMATION UNIT CTV OWER TELEPHONE (E) CABLE PEDESTAL (E) TELEPHONE PEDESTAL TOP=432.8 811 SAN — —8" FL(S)=416.4 0 0 0 Soo 0 0"000*00 8" FL(W)=427.5 (N) CURB AND 0 SIDEWALK 01 P., 1 N) DRIVE THRU ISLAND (N) ACCESSIBLE PATH TO PUBLIC RIGHT OF WAY MAX SLOPE 5% (E) WATER METER 3/4" LINE & METER E) PEDESTAL SIGN Ile, 4� jm 6� .1-3 Date Received MAY 022017 odgjnal SubmittaL-L! 3/3211 = 1 1-011 Ken McCracken, Archited 16219 SE 12th STREET SUITE 202 VANCOUVER, WA 98683 Contact: Erick Peterson (360)980-8258 ken.mccracken@comcast.net ,�yED 004 �b KENNETH J. M RACKEN,„`.� AMPS, WPS, WA License # 5599 OF 04119117 KJM/1478 BE WE OF NX FM AM SPOMM SML BE FEMMM TO ME OMOM SM FOR *W IM WERE PREPARED AM KUMN W" IS OFFMY LUM 10 SUCH USE. REUSE, FEPROMM OR RRWN BY ANY MEM IN WHOLE OR IN PART, IS PR"M 7W TO ME MA AM SPEMM REM VM VE ARMIW WWff FWAMM VMK CW= WITH MN KM AND SWWM SW L OMMM PWA FACE OMM OF 7W ACCEREQU OF W RM11MM DATE I DESCRIPTION LOCATION 2790 GATEWAY ST. SPRINGFIELD, OR JOB NO. mm 9f CHMO SY FILE WME SITE PLAN C002. _17 (E) BLDG. FINISH SLAB 433.80 '•/�"♦R-I 00000 00 D LANDSCAPING 6" BOLLARD PROVIDE 6" CRUSHED ROCK BASE WITH BLACK CONCRETE AT DRIVE THRU (N) GREASE INTERCEPTOR -(E) CATCH BASIN PROVIDE SLOPE SUBSTANTIAL —ENOUGH TO DRAIN WATER TO CATCH BASIN (N) MENU BOARD (N) LANDSCAPING (N) ORDER CONFIRMATION UNIT CTV OWER TELEPHONE (E) CABLE PEDESTAL (E) TELEPHONE PEDESTAL TOP=432.8 811 SAN — —8" FL(S)=416.4 0 0 0 Soo 0 0"000*00 8" FL(W)=427.5 (N) CURB AND 0 SIDEWALK 01 P., 1 N) DRIVE THRU ISLAND (N) ACCESSIBLE PATH TO PUBLIC RIGHT OF WAY MAX SLOPE 5% (E) WATER METER 3/4" LINE & METER E) PEDESTAL SIGN Ile, 4� jm 6� .1-3 Date Received MAY 022017 odgjnal SubmittaL-L! 3/3211 = 1 1-011 Ken McCracken, Archited 16219 SE 12th STREET SUITE 202 VANCOUVER, WA 98683 Contact: Erick Peterson (360)980-8258 ken.mccracken@comcast.net ,�yED 004 �b KENNETH J. M RACKEN,„`.� AMPS, WPS, WA License # 5599 OF 04119117 KJM/1478 BE WE OF NX FM AM SPOMM SML BE FEMMM TO ME OMOM SM FOR *W IM WERE PREPARED AM KUMN W" IS OFFMY LUM 10 SUCH USE. REUSE, FEPROMM OR RRWN BY ANY MEM IN WHOLE OR IN PART, IS PR"M 7W TO ME MA AM SPEMM REM VM VE ARMIW WWff FWAMM VMK CW= WITH MN KM AND SWWM SW L OMMM PWA FACE OMM OF 7W ACCEREQU OF W RM11MM DATE I DESCRIPTION LOCATION 2790 GATEWAY ST. SPRINGFIELD, OR JOB NO. mm 9f CHMO SY FILE WME SITE PLAN C002. ACCESSIBLE SIGN, REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES 1 TO 25 SEE DETAIL K71 26 TO 50 2 WHEEL STOP 0 3 SEE DETAIL GI FOR CURB RAMP PARTIAL CURB OR p 101 TO 150 REQUIREMENTS OBSTRUCTION 6 201 TO 300 2'-0" OR LESS 301 TO 400 FROM CURB AS 2'-0" ° 401 TO 500 SHOWN OR LES 501 TO 1000 PARKING SPACE FACE OF EMBLEM, SEE BLDG. OR ACCESSIBLE ° STRUCTURE BE ON THE PARKING SIGNS I 00 MAX. CROSS PT' � CROSS SLOPE IN ANY r. �lKe'vblrYe ' h SLOPE OF THE RAMP -\ DIRECTION R LANDING AREA OF VERTICAL ACCESS. A! >�%5p ON 0 EXCEED 2% IN ANY DIRECTION 2. ALL FLOORS SHALL BE SLIP RESISTANT X00 �9,� e 12' ".••• 06 `� i ::::::::.. a , ACCESSIBLE �N o�ya ROUTE 5'-0" STANDARD i ^ ACCESS AISLE MARKED BY BORDER 8'-0" VAN <� �' PAINTED BLUE. WITHIN THE BLUE BORDER HATCHED LINES ARE PAINTED WITH A COLOR THAT CONTRASTS WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE PROVIDE 12" LETTERS, "NO PARKING" 0 ALL LANDINGS, TYP. ACCESSIBLE PARKING STALLS 1 7 SCALE: N.T.S. PEpEStR1AN NOTE: (SHADED AREA) `N� THE RUNNING PORTION OF THE RAMP MUST HAVE TRUNCATED DOME DETECTABLE WARNING SURFACE vam PEDEg-jR1AN ROUE REQUIRED ACCESSIBLE PARKING STALLS TOTAL PARKING IN LOT REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES 1 TO 25 1 26 TO 50 2 51 TO 75 3 76 TO 100 4 101 TO 150 5 151 TO 200 6 201 TO 300 7 301 TO 400 8 401 TO 500 9 501 TO 1000 2 PERCENT OF TOTAL 1001 AND OVER 20 PLUS 1 FOR EACH LEVEL & CLEAR AREA 100 OVER 1000 NOTE: ADDITIONAL EDGE PROTECTION (I.E. RAILING) IS RECOMMENDED NTH THESE DESIGNS ALONG SIDES OF RAMP g' µIN• 8' MIN. AT VAN COMPLIANT BUILT-UP CURB RAMPS AT DISABLED PARKING STALLS T WIDTH v ACCESSIBILITY STANDARDS MAY VARY SLIGHTLY FROM THOSE SHOWN HERE ACCORDING TO THE REFERENCED STANDARDS OF THE APPLICABLE CODES, (ANSI A117.1 (U.B.C.)), THE YEAR OF THE CODE ADOPTED AT THE TIME OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, THE LOCAL JURISDICTION EXTERIOR HAZARDS: 1. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN A VERTICAL HEIGHT, SUCH AS AT BUNG --UP RAMPS ARE NOT INF X IS LESS THAN 48" THEN THE ON OWW ALLOWED TO ENCROACH INTO SLOPE OF THE FANNED OR FLARED 3. SIDEWALKS, OR OTHER PEDESTRIAN WAYS, REQUIRE WARNING CURBS AT LEAST 6" LOADING/UNLOADING ZONES, SIDE MAY NOT EXCEED 1:12 (8.337.). TAPERED 0.2" HT. EDGES WHERE HIGH ABOVE THE WALKING SURFACE. NO CURB IS REQUIRED IF A GUARDRAIL IS PARKING SPACES OR I GROOVED VEHICULAR TRAFFIC LANES I z I C-4 Q CL BORDER MUST CROSSWALK LEVEL & CLEAR AREA I 1 4" EXCEPTION: IN EXISTING BUILDING THERE IS NO REQUIREMENT TO RETROACTIVELY RELOCATE EXISTING MANUAL FIRE ALARM BOXES TO A MINIMUM AC11VATI GF HANDLE OR EVER OF THE BOX 42" AND A MAXIMUM OF 48" FROM THE FLOOR LEVEL TO THE BE ON THE NOT TO EXCEED 2%NOiE: I 00 MAX. CROSS LEVEL SURFACE AT THE TOP OF CROSS SLOPE IN ANY I SLOPE OF THE RAMP -\ DIRECTION R LANDING AREA OF VERTICAL ACCESS. A! >�%5p ON 0 EXCEED 2% IN ANY DIRECTION 2. ALL FLOORS SHALL BE SLIP RESISTANT X00 e 12' ".••• 06 6" MAX. RISE ::::::::.. a , 1. OBJECTS PROJECTING FROM WALLS WHOSE LEADING EDGES ARE BETWEEN 27" AND GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP TR NCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP. RAMP CANNOT PROJECT INTO TRAFFIC AREAS BUILT-UP CURB RAMP � CURB RAMPS J SCALE: N.T.S. NOTE: CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTION OR rvo l�c10 005f 07o, MAX. FACE OF BUILDING OR STRUCTURE •• p _ _� ` LEVEL SURFACE AT THE TOP OF THE RAMPS }NOTE old �Q•I,. NOTE: SURFACE WILL DETECTABLE WARNING SURFACE REQUIRE 36" SECTION 48" OF TRUNCATED DOMES 6 IS REQUIRED THE FULL WIDTH AREA INSIDE THE IF FLAT TRAVEL !r OF THE CURB RAMP EXCLUDING MIN' NOTE: HE RAMP THE ( SURFACE ADJOINS THE FLARED SIDES, INSIDE THE GROOVE BORDER VEHICULAR TRAFFIC WAY GROOVED BORDER. WITH THE ADJACENT A NT S D WALK TYP. CURB -CUT RAMP AT WALKS LESS CURB -CUT RAMP PUBLIC RIGHT-OF-WAY THAN 60" WIDE GENERAL NOTES: 1. FINISHED SURFACE OF RAMP CONTRAST WITH ADJACENT SIDEWALK AND IS STABLE, FIRM AND SLIP RESISTANT, 2. THE SURFACE ON THE CURB RAMP AND FLARED SIDES (IF PROVIDED.}. DO NOT CONTAIN ANY VERTICAL EDGES GREATER THAN Y4" IN HEIGHT. 3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS ARE FLUSH AND FREE OF ABRUPT CHANGES. PREDOMINANT DIRECTION 12" MIN. 36" MIN. 12" MIN. LONG DIMENSION PERPENDICULAR OF TRAFFIC ��/�--" TO ROUTE OF TRAVEL -741 1/2" MAX. 200 OBSTRUCTION � r}' 0"M ' Z V c ��.._ GRATING NOTES: 1. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHOULD NOT HAVE GRATINGS. 2. WHERE GRATINGS OCCUR IN ANY OTHER PATH OF TRAVEL, THE GRID OPENINGS ARE REQUIRED TO BE NO GREATER THAN 1/2" IN THE DIRECTION OF TRAFFIC FLOW. WHEN THE DIRECTION OF TRAFFIC FLOW IS MULTI -DIRECTIONAL GRIND OPENINGS SHALL BE 1/2" MAX. BOTH DIRECTIONS. WALKS AND SIDEWALKS NOTES: (MAY VARY ACCORDING TO STATE LAW) 1. PRIVATE WALKS OR SIDEWALKS ARE REQUIRED TO BE ACCESSIBLE IF THEY LEAD TO BUILDINGS AND FACILITIES REQUIRED TO BE ACCESSIBLE. 2. MINIMUM WIDTH: 48". 3. WALKS AND SIDEWALKS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT VERTICAL CHANGES IN LEVEL EXCEEDING 1/4". LEVEL CHANGES BETWEEN 1/4" AND 1/2" ARE BEVELED A MINIMUM OF 1:2. CHANGES IN LEVEL GREATER THAN Y2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. 4. SURFACES WITH SLOPE OF LESS THAN 6% GRADIENT SHALL BE AS SLIP-RESSPANT AS THAT DESCRIBED AS A MEDIUM SALT FINISH. SURFACES WITH SLOPE OF LESS THAN 6% GRADIENT SHALL BE SLIP -RESISTANT 5. SURFACE CROSS SLOPES SHALL NOT EXCEED 2% AND 5% IN THE DIRECTION OF TRAVEL. I WALKS AND ACCESS ROUTES SCALE: N.T.S. 0"'ITt" DETAIL ACCESSIBLE PARKINQ STALL NOTES 1. ACCESSIBLE SPACE MUST PERMIT USE OF EITHER CAR DOOR WITH AN UNLOADING AREA ON THE PASSENGER SIDE. 2. WHEELSTOPS ARE REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED OR FACES OF BUILDINGS, SIGNS OR OTHER OBJECTS CAN BE DAMAGED. 3. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN. 4. SURFACE SLOPES OF PARKING AREAS FOR THE DISABLED SHOULD BE MINIMAL BUT ARE REQUIRED NOT TO EXCEED 2% IN ANY DIRECTION. 5. RAMPS SHALL NOT ENCROACH INTO ANY PARKING OR UNLOADING SPACE. 6. ACCESSIBLE SPACE SHALL BE AS CLOSE AS POSSIBLE TO ACCESSIBLE PRIMARY ENTRANCE OF BLDG. 7. WHEN ONLY ONE SPACE IS PROVIDED IT HAS TO BE A 17' WIDE VAN ACCESSIBLE SPACE LINED TO PROVIDE 9' PARKING AREA AND 8' LOADING AND UNLOADING AREA ON THE PASSENGER SIDE OF THE STALL. 8. WHEN MORE THAN 1 SPACE IS REQUIRED, 2 SPACES CAN BE PROVIDED WITHIN A 23' WIDE AREA. 9. A 36" CLEAR ROUTE IS REQUIRED BETWEEN THE ACCESSIBLE PARKING SIGN & THE ADJACENT BLDG. 10. 6" HIGH WHEELSTOP WHERE NO RAISED CURB EXISTS AT VAN PARKING. 11. VAN ACCESSIBLE PARKING SPACE ACCESS AISLE TO BE ON OPPOSITE SIDE OF DRIVERS SIDE WHEN THE VEHICLE IF GOING FORWARD INTO THE PARKING SPACE. A 1/2" RADIUS 0 3�_9" WHITE 24" MI{ BLUE 231- " SIGNAGE AND IDENTIFICATION OF SPACES: WHITE BLUE 1. EACH ACCESSIBLE PARKING SPACE TO HAVE BACKGROUND PERMANENT (70 SQ. IN.) REFLECTORIZED PROVIDE PoA� PORCELAIN ENAMELED STEEL SIGN FREE ADDRESS & A re,"os REFLECTORIZED SIGN WHITE TELEPHONE 01oe' m1°uc CONSTRUCTED OF EMBLEM MUST STANDING SIGNS LOCATED IN A PATH OF #MTM MUM FN TRAVEL SHALL BE MOUNTED A MIN. OF 80" M PORCELAIN STEEL0 _ BE LOCATED IN ABOVE WALKING SURFACE. WALL MOUNTED A XU BE 7900 AWAY AT � � O ON' °''ms's �CUS WITH BEADED TEXT I i I STALL SO SIGNS LOCATED AT INTERIOR END OF ON[ 70�Ea'Y Minimum Fine �+ ih M THAT IT IS PARKING SPACE SHALL BE MOUNTED A MIN. OR EQUAL $250 VISIBLE BY A OF 36" ABOVE FINISH GRADE. TRAFFIC WALL MOUNTED SIGN ENFORCEMENT 2. OFF-STREET PARKING FACILITIES TO HAVE APPROPRIATE INFO. OFFICER WHEN , SIGN AT EACH ENTRANCE OR IMMEDIATELY MUST BE INCLUDED ON 0 A VEHICLE IS ADJACENT TO OR VISIBLE FROM EACH STALL SIGN (MIN. CHARACTER INTERNATIONAL PROPORTIONS - PROPERLY OR SPACE NOT LESS THAN 24"x24" IN SIZE. z OF 1" IN HEIGHT) SYMBOL OF SURFACE IDENTIFICATION PARKED IN SIGN TEXT TO BE BEADED (OR EQUAL), ACCESSIBILITY IN x THE SPACE LETTERING ON SIGN WHITE ON BLUE `O BLACK LETTERS ON WHITE BACKGROUND. (CENTERED AT En MUST BE A MIN. OF BACKGROUND ENTRANCE TO 3. SIGN TEXT TO STATE THE FOLLOWING: 1" IN HEIGHT w/ WHITE VAN ACCESSIBLE SIGN STALL z BORDER � " "UNAUTHORIZED VEHICLES PARKED IN 4'-5 RECOMMENDED.) DESIGNATED ACCESSIBLE SPACES NOT 0 a NOTE: DISPLAYING DISTINGUISHING PLACARDS OR MUS RFACE Minimum Fine 1. SIGN TO BE CENTERED AT THE SPECIAL LICENSE PLATES ISSUED FOR FINISH SURFACE IDENTIFICATION $250 INTERIOR END OF PARKING SPACE. PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED 2. AREA OF SIGN TO BE A MINIMUM OF VEHICLES MAY BE RECLAIMED FREE STANDING ENTRANCE SIGNvAN ACCMBU70 SQUARE INCHES. AT OR BY TELEPHONING 80" MIN.SEE NOTE 4 " FILL IN BLANK SPACES FREE STANDING 3. DESIGNATE FOR "VAN ACCESSIBLE" WITH APPROPRIATE INFORMATION AS A ENTRANCE SIGN 60" MIN. FOR WHEN APPROPRIATE. PERMANENT PART OF THE SIGN, CONTACT WALL MOUNTED 4. 80" MIN. HEIGHT WHEN IN THE PATH LOCAL JURISDICTION FOR APPROPRIATE NOTE: OF TRAVEL, 60" MIN. OTHERWISE. INFORMATION. 1. SIGN MUST BE PLACED SO IT IS NOT TO TOP OF OBSCURED BY LANDSCAPE OR WALKING SURFACE Li 4. SIGNS SHALL BE LOCATED CURB SIDE SO THAT A 24" . . R( ' 4 j. IR' p Q ) K ) N r q 1 r �' VEHICLE SHALOL NOT DAMAGE I PARKED SCALE: N.T.S. CLEAR ANY AMOUNT 3'-0" MIN WIDTH v ACCESSIBILITY STANDARDS MAY VARY SLIGHTLY FROM THOSE SHOWN HERE ACCORDING TO THE REFERENCED STANDARDS OF THE APPLICABLE CODES, (ANSI A117.1 (U.B.C.)), THE YEAR OF THE CODE ADOPTED AT THE TIME OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, THE LOCAL JURISDICTION EXTERIOR HAZARDS: 1. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN A VERTICAL HEIGHT, SUCH AS AT ACCEPT IN-LINE PATTERN OF DOMES -- ON OWW 0 0 0 @ O O @ @ r 1 I I 3. SIDEWALKS, OR OTHER PEDESTRIAN WAYS, REQUIRE WARNING CURBS AT LEAST 6" I I I TAPERED 0.2" HT. EDGES WHERE HIGH ABOVE THE WALKING SURFACE. NO CURB IS REQUIRED IF A GUARDRAIL IS ZEXPOSED@ I PROVIDED CENTERED 3" PLUS OR MINUS 1" ABOVE SURFACE OF WALK OR SIDEWALK. ADAAG AND CBC REQUIRE THE DETECTABLE WARNING SURFACE THE ENTIRE WIDTH AND DEPTH OF A CURB RAMP. CVC 1127B.5.7 & ADAAG 4.7.7 ACCESSIBLE PARKINQ STALL NOTES 1. ACCESSIBLE SPACE MUST PERMIT USE OF EITHER CAR DOOR WITH AN UNLOADING AREA ON THE PASSENGER SIDE. 2. WHEELSTOPS ARE REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED OR FACES OF BUILDINGS, SIGNS OR OTHER OBJECTS CAN BE DAMAGED. 3. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN. 4. SURFACE SLOPES OF PARKING AREAS FOR THE DISABLED SHOULD BE MINIMAL BUT ARE REQUIRED NOT TO EXCEED 2% IN ANY DIRECTION. 5. RAMPS SHALL NOT ENCROACH INTO ANY PARKING OR UNLOADING SPACE. 6. ACCESSIBLE SPACE SHALL BE AS CLOSE AS POSSIBLE TO ACCESSIBLE PRIMARY ENTRANCE OF BLDG. 7. WHEN ONLY ONE SPACE IS PROVIDED IT HAS TO BE A 17' WIDE VAN ACCESSIBLE SPACE LINED TO PROVIDE 9' PARKING AREA AND 8' LOADING AND UNLOADING AREA ON THE PASSENGER SIDE OF THE STALL. 8. WHEN MORE THAN 1 SPACE IS REQUIRED, 2 SPACES CAN BE PROVIDED WITHIN A 23' WIDE AREA. 9. A 36" CLEAR ROUTE IS REQUIRED BETWEEN THE ACCESSIBLE PARKING SIGN & THE ADJACENT BLDG. 10. 6" HIGH WHEELSTOP WHERE NO RAISED CURB EXISTS AT VAN PARKING. 11. VAN ACCESSIBLE PARKING SPACE ACCESS AISLE TO BE ON OPPOSITE SIDE OF DRIVERS SIDE WHEN THE VEHICLE IF GOING FORWARD INTO THE PARKING SPACE. A 1/2" RADIUS 0 3�_9" WHITE 24" MI{ BLUE 231- " SIGNAGE AND IDENTIFICATION OF SPACES: WHITE BLUE 1. EACH ACCESSIBLE PARKING SPACE TO HAVE BACKGROUND PERMANENT (70 SQ. IN.) REFLECTORIZED PROVIDE PoA� PORCELAIN ENAMELED STEEL SIGN FREE ADDRESS & A re,"os REFLECTORIZED SIGN WHITE TELEPHONE 01oe' m1°uc CONSTRUCTED OF EMBLEM MUST STANDING SIGNS LOCATED IN A PATH OF #MTM MUM FN TRAVEL SHALL BE MOUNTED A MIN. OF 80" M PORCELAIN STEEL0 _ BE LOCATED IN ABOVE WALKING SURFACE. WALL MOUNTED A XU BE 7900 AWAY AT � � O ON' °''ms's �CUS WITH BEADED TEXT I i I STALL SO SIGNS LOCATED AT INTERIOR END OF ON[ 70�Ea'Y Minimum Fine �+ ih M THAT IT IS PARKING SPACE SHALL BE MOUNTED A MIN. OR EQUAL $250 VISIBLE BY A OF 36" ABOVE FINISH GRADE. TRAFFIC WALL MOUNTED SIGN ENFORCEMENT 2. OFF-STREET PARKING FACILITIES TO HAVE APPROPRIATE INFO. OFFICER WHEN , SIGN AT EACH ENTRANCE OR IMMEDIATELY MUST BE INCLUDED ON 0 A VEHICLE IS ADJACENT TO OR VISIBLE FROM EACH STALL SIGN (MIN. CHARACTER INTERNATIONAL PROPORTIONS - PROPERLY OR SPACE NOT LESS THAN 24"x24" IN SIZE. z OF 1" IN HEIGHT) SYMBOL OF SURFACE IDENTIFICATION PARKED IN SIGN TEXT TO BE BEADED (OR EQUAL), ACCESSIBILITY IN x THE SPACE LETTERING ON SIGN WHITE ON BLUE `O BLACK LETTERS ON WHITE BACKGROUND. (CENTERED AT En MUST BE A MIN. OF BACKGROUND ENTRANCE TO 3. SIGN TEXT TO STATE THE FOLLOWING: 1" IN HEIGHT w/ WHITE VAN ACCESSIBLE SIGN STALL z BORDER � " "UNAUTHORIZED VEHICLES PARKED IN 4'-5 RECOMMENDED.) DESIGNATED ACCESSIBLE SPACES NOT 0 a NOTE: DISPLAYING DISTINGUISHING PLACARDS OR MUS RFACE Minimum Fine 1. SIGN TO BE CENTERED AT THE SPECIAL LICENSE PLATES ISSUED FOR FINISH SURFACE IDENTIFICATION $250 INTERIOR END OF PARKING SPACE. PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED 2. AREA OF SIGN TO BE A MINIMUM OF VEHICLES MAY BE RECLAIMED FREE STANDING ENTRANCE SIGNvAN ACCMBU70 SQUARE INCHES. AT OR BY TELEPHONING 80" MIN.SEE NOTE 4 " FILL IN BLANK SPACES FREE STANDING 3. DESIGNATE FOR "VAN ACCESSIBLE" WITH APPROPRIATE INFORMATION AS A ENTRANCE SIGN 60" MIN. FOR WHEN APPROPRIATE. PERMANENT PART OF THE SIGN, CONTACT WALL MOUNTED 4. 80" MIN. HEIGHT WHEN IN THE PATH LOCAL JURISDICTION FOR APPROPRIATE NOTE: OF TRAVEL, 60" MIN. OTHERWISE. INFORMATION. 1. SIGN MUST BE PLACED SO IT IS NOT TO TOP OF OBSCURED BY LANDSCAPE OR WALKING SURFACE Li 4. SIGNS SHALL BE LOCATED CURB SIDE SO THAT A 24" . . R( ' 4 j. IR' p Q ) K ) N r q 1 r �' VEHICLE SHALOL NOT DAMAGE I PARKED SCALE: N.T.S. CLEAR ANY AMOUNT 3'-0" MIN POST 1. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING MTD. TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES. 2. ENTRANCES TO BUILDING AND FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS WHERE THE ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRCULATION PATH, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATH. ENTRANCES WHICH ARE NOT ACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE WHICHno INDICATES THE LOCATION OF AND ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. C%l 3. PROVIDE SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY INDICATING LOCATION OF N61 v EACH ACCESSIBLE ENTRY. PROVIDE ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED. 4. MAT CARPETING MUST BE SECURELY ANCHORED TO FLOOR OR RECESSED INTO DOOR LANDING. ENTRY AND DIRECTIONAL SIGNS t/� HAZARDS SCALE: N.T.S. SLOPE IN ANY DIRECTION) PASSING SPACE (27. MAX. CROSS -SLOPE) REST/NG/PASSING AREAREQUiREMENTSSAREA REQUIREMENTS 57 FOR CONTINUOUS GRADIENT WALKWAYS LESS THAN 60" WIDE z- 60" MIN• X94 60" MIN. V QUIRED SPACE FOR 180' TURNS WALKS WITH CONTINUOUS GRADIENTS T -SHAPED TURNING SPACE SCALE: N.T.S. 48" MIN. (27. MAX. SLOPE IN ANY DIRECTION) SCALE: N.T.S. 79" ABOVE FINISH FLOOR CANNOT PROTRUDE MORE THAN 4" INTO WALKS AND HALLS. 2. OBJECTS WHOSE LEADING EDGES ARE AT OR BELOW 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY DISTANCE, BUT MAY NOT REDUCE THE REQUIRED CLEAR SPACE. HANDRAIL 3. FREE STANDING OBJECTS ON POSTS OR PYLONS MAY OVERHANG 4" MAX. FROM 27" AND CURB TO 79" ABOVE FINISH FLOOR AND HAVE A RADIUS CORNER OF .125 INCHES. 4. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACE 3" t 1" HIGH SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. °p WHEEL GUIDE i 4" OR MORE DROP WARNING CURB ADJACENT HAZARD ENTIRE WIDTH OF RAMP OR WALKING SURFACE @ O O O O CNA D.S.A. WILL WIDTH v ACCESSIBILITY STANDARDS MAY VARY SLIGHTLY FROM THOSE SHOWN HERE ACCORDING TO THE REFERENCED STANDARDS OF THE APPLICABLE CODES, (ANSI A117.1 (U.B.C.)), THE YEAR OF THE CODE ADOPTED AT THE TIME OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, THE LOCAL JURISDICTION EXTERIOR HAZARDS: 1. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN A VERTICAL HEIGHT, SUCH AS AT ACCEPT IN-LINE PATTERN OF DOMES -- ON PLANTERS, FOUNTAINS OR FOUNDATIONS LOCATED IN OR ADJACENT TO WALKS, 0 0 0 @ O O @ @ r 1 I I 3. SIDEWALKS, OR OTHER PEDESTRIAN WAYS, REQUIRE WARNING CURBS AT LEAST 6" I I I TAPERED 0.2" HT. EDGES WHERE HIGH ABOVE THE WALKING SURFACE. NO CURB IS REQUIRED IF A GUARDRAIL IS ZEXPOSED@ I PROVIDED CENTERED 3" PLUS OR MINUS 1" ABOVE SURFACE OF WALK OR SIDEWALK. ADAAG AND CBC REQUIRE THE DETECTABLE WARNING SURFACE THE ENTIRE WIDTH AND DEPTH OF A CURB RAMP. CVC 1127B.5.7 & ADAAG 4.7.7 I z I C-4 Q CL FIRE ALARM BOXES: THE HEIGHT OF THE MANUAL FIRE ALARM BOX IS A MINIMUM OF 42" AND A MAXIMUM OF 48", MEASURE VERTICALLY, FROM THE FLOOR LEVEL TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOX. l^� �Ir/14 X11'11' ODto-� l I 1 4" EXCEPTION: IN EXISTING BUILDING THERE IS NO REQUIREMENT TO RETROACTIVELY RELOCATE EXISTING MANUAL FIRE ALARM BOXES TO A MINIMUM AC11VATI GF HANDLE OR EVER OF THE BOX 42" AND A MAXIMUM OF 48" FROM THE FLOOR LEVEL TO THE nCI�1D _ ,7 2 I 00 MAX. 1 FLOORS OF A GIVEN STORY ARE A COMMON FLOOR LEVEL THROUGHOUT, UNLESS R 3I I Iw CONNECTED BY CONFORMING RAMPS, ELEVATORS OR OTHER ACCESSIBLE MEANS ro I I OF VERTICAL ACCESS. N� i i N 2. ALL FLOORS SHALL BE SLIP RESISTANT O NkO NOTES: IN_TERLOR_ HAZARDL 1. OBJECTS PROJECTING FROM WALLS WHOSE LEADING EDGES ARE BETWEEN 27" AND POST 1. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING MTD. TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES. 2. ENTRANCES TO BUILDING AND FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS WHERE THE ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRCULATION PATH, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATH. ENTRANCES WHICH ARE NOT ACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE WHICHno INDICATES THE LOCATION OF AND ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. C%l 3. PROVIDE SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY INDICATING LOCATION OF N61 v EACH ACCESSIBLE ENTRY. PROVIDE ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED. 4. MAT CARPETING MUST BE SECURELY ANCHORED TO FLOOR OR RECESSED INTO DOOR LANDING. ENTRY AND DIRECTIONAL SIGNS t/� HAZARDS SCALE: N.T.S. SLOPE IN ANY DIRECTION) PASSING SPACE (27. MAX. CROSS -SLOPE) REST/NG/PASSING AREAREQUiREMENTSSAREA REQUIREMENTS 57 FOR CONTINUOUS GRADIENT WALKWAYS LESS THAN 60" WIDE z- 60" MIN• X94 60" MIN. V QUIRED SPACE FOR 180' TURNS WALKS WITH CONTINUOUS GRADIENTS T -SHAPED TURNING SPACE SCALE: N.T.S. 48" MIN. (27. MAX. SLOPE IN ANY DIRECTION) SCALE: N.T.S. 79" ABOVE FINISH FLOOR CANNOT PROTRUDE MORE THAN 4" INTO WALKS AND HALLS. 2. OBJECTS WHOSE LEADING EDGES ARE AT OR BELOW 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY DISTANCE, BUT MAY NOT REDUCE THE REQUIRED CLEAR SPACE. HANDRAIL 3. FREE STANDING OBJECTS ON POSTS OR PYLONS MAY OVERHANG 4" MAX. FROM 27" AND CURB TO 79" ABOVE FINISH FLOOR AND HAVE A RADIUS CORNER OF .125 INCHES. 4. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACE 3" t 1" HIGH SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. °p WHEEL GUIDE i 4" OR MORE DROP WARNING CURB ADJACENT HAZARD ENTIRE WIDTH OF RAMP OR WALKING SURFACE @ O O O O CNA D.S.A. WILL Fl� oo SECTION 8 p --'2" 0.45" AT TOP 6" MIN., 8" MAX. APAR 0.9" AT BASE FROM F.O. CURB TRUNCATED DOME PLAN DETECTABLE WARNING SURFACES SCALE: N.T.S. B 12" 12" y4" ---- RAMP • Le----- -fie- _ s z,f� �.. - �� ., .. a .� � g = .. ° ' a . ° . r . • • . o � n • ,'�:: •�' +�� ' . : _ - .: �. GROOVED BORDER DETAIL R .z GROOVED BORDER DETAIL A DETECTABLE WARNINGS• 1. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WISE. 2. CURB RAMPS SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH AND DEPTH OF THE CURB RAMP, EXCLUDING THE FLARED SIDES. 3. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. a. ACCESSIBILITY STANDARDS MAY VARY SLIGHTLY FROM THOSE SHOWN HERE ACCORDING TO THE REFERENCED STANDARDS OF THE APPLICABLE CODES, (ANSI A117.1 (U.B.C.)), THE YEAR OF THE CODE ADOPTED AT THE TIME OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, THE LOCAL JURISDICTION n � O O O ��o// �o�/ ACCEPT IN-LINE PATTERN OF DOMES REQUIREMENTS, THE CODE ITSELF AS STATED (TITLE 24 OF THE C.B.C., B.O.C.A. OR THE I.B.C.), THE REQUIREMENTS OF AN ADOPTED STATE LAW OR A PRECEDENT PREVIOUSLY SET FOR COMPLIANCE BY THE JUSTICE DEPARTMENT (A.D.A.). ON 2. 0 0 0 @ O O @ @ 3. F:0 Y O @ OO O a TAPERED 0.2" HT. EDGES WHERE ZEXPOSED@ CONSTRUCTION. 4. ADAAG AND CBC REQUIRE THE DETECTABLE WARNING SURFACE THE ENTIRE WIDTH AND DEPTH OF A CURB RAMP. CVC 1127B.5.7 & ADAAG 4.7.7 WO C-4 Q CL FIRE ALARM BOXES: THE HEIGHT OF THE MANUAL FIRE ALARM BOX IS A MINIMUM OF 42" AND A MAXIMUM OF 48", MEASURE VERTICALLY, FROM THE FLOOR LEVEL TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOX. l^� �Ir/14 X11'11' ODto-� l Fl� oo SECTION 8 p --'2" 0.45" AT TOP 6" MIN., 8" MAX. APAR 0.9" AT BASE FROM F.O. CURB TRUNCATED DOME PLAN DETECTABLE WARNING SURFACES SCALE: N.T.S. B 12" 12" y4" ---- RAMP • Le----- -fie- _ s z,f� �.. - �� ., .. a .� � g = .. ° ' a . ° . r . • • . o � n • ,'�:: •�' +�� ' . : _ - .: �. GROOVED BORDER DETAIL R .z GROOVED BORDER DETAIL A DETECTABLE WARNINGS• 1. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WISE. 2. CURB RAMPS SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH AND DEPTH OF THE CURB RAMP, EXCLUDING THE FLARED SIDES. 3. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. MAY 0 2 2017 NTS Orininat S:� ah. ."-a Ken McCracken, Architect 16219 SE 12th STREET SUITE 202 VANCOUVER, WA 98683 Contact: Erick Peterson (360)980-8258 ken.mccracken@comcast.net KENNETH J. �/` M RACKE ,� ' AM S, WA (i Ucense # 5599 0 04/99/17 KJMl1478 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL. BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PIANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. DATE DESCRIPTION LOCATION 2790 GATEWAY ST. SPRINGFIELD, OR JOB NO. DRAWN BY CHECKED BY FILE NAME SITE DETAILS C0.3 GENERAL: 1. ACCESSIBILITY STANDARDS MAY VARY SLIGHTLY FROM THOSE SHOWN HERE ACCORDING TO THE REFERENCED STANDARDS OF THE APPLICABLE CODES, (ANSI A117.1 (U.B.C.)), THE YEAR OF THE CODE ADOPTED AT THE TIME OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, THE LOCAL JURISDICTION REQUIREMENTS, THE CODE ITSELF AS STATED (TITLE 24 OF THE C.B.C., B.O.C.A. OR THE I.B.C.), THE REQUIREMENTS OF AN ADOPTED STATE LAW OR A PRECEDENT PREVIOUSLY SET FOR COMPLIANCE BY THE JUSTICE DEPARTMENT (A.D.A.). 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE ARCHITECT AND/OR THE CIVIL ENGINEER OF ANY DISCREPANCIES, SUBTLE OR OTHERWISE, FROM WHAT IS SHOWN HERE AND THE APPLICABLE CODE/LAW/ORDINANCE. 3. THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AID FOR BUILDING AND CONSTRUCTION. 4. ADAAG AND CBC REQUIRE THE DETECTABLE WARNING SURFACE THE ENTIRE WIDTH AND DEPTH OF A CURB RAMP. CVC 1127B.5.7 & ADAAG 4.7.7 MANUAL 1. FIRE ALARM BOXES: THE HEIGHT OF THE MANUAL FIRE ALARM BOX IS A MINIMUM OF 42" AND A MAXIMUM OF 48", MEASURE VERTICALLY, FROM THE FLOOR LEVEL TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOX. l^� �Ir/14 X11'11' ODto-� l EXCEPTION: IN EXISTING BUILDING THERE IS NO REQUIREMENT TO RETROACTIVELY RELOCATE EXISTING MANUAL FIRE ALARM BOXES TO A MINIMUM AC11VATI GF HANDLE OR EVER OF THE BOX 42" AND A MAXIMUM OF 48" FROM THE FLOOR LEVEL TO THE nCI�1D _ ,7 2 AND DOLN TNREQU REATIGHT�GRASPING, PINCHING OR LTWIS NG OF THE D WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NO GREATER THAN 5 POUNDS OF FORCE. (4 )-aENERAL NOTES LE: N.T.S. MAY 0 2 2017 NTS Orininat S:� ah. ."-a Ken McCracken, Architect 16219 SE 12th STREET SUITE 202 VANCOUVER, WA 98683 Contact: Erick Peterson (360)980-8258 ken.mccracken@comcast.net KENNETH J. �/` M RACKE ,� ' AM S, WA (i Ucense # 5599 0 04/99/17 KJMl1478 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL. BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PIANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. DATE DESCRIPTION LOCATION 2790 GATEWAY ST. SPRINGFIELD, OR JOB NO. DRAWN BY CHECKED BY FILE NAME SITE DETAILS C0.3 STAPLE SHAPED RACK PER ENGINEER DESIGN MANUAL STANDARDS SECTION 740 6'-0" f---------- - j 0 I N I - I I o i I I I CV L----------- J �' z I � N 1 SNS TTERM BICYCLE PARKING C 1 SCALE: 1/4 = 1'-0" SCALE: 1/16" = 1'-O" NEW LONG TERM BICYCLE PARKING AMERICAN BICYCLE STORAGE LOCKER 40"x74" 352 SERIES -2X CAPACITY w ki (I'll"IF (E) UNAUTHORIZED PARKING SIGN NONE, PROVIDE i t' (N) ACCESSIBLE PARKING - -7 (E) RETENTION BASIN NORTH S FA ( I I I Lu LU I ul I I I -- RUN 120 VOLT CIRCUIT TO ORD CONFIRMATION UNIT AND DATA LI E, DATA LINE IS TO RUN BACK TO OFFICE, LINES ARE TO BE RUN i ti SEPARATE 1" CONDUITS -- (N) MENU BD., W/ DECORATIVE BSE — NEW ORDER CONFIRMATION UNIT SUPPLIED AND INSTALLED BY 5 SIGN CONTRACTOR, G.C. TO INST C3 5'-0" X 2'-0" BASE LOCATION TO BE CONFIRMED IN FIELD NOTE: ORDER CONFIRMATION UNIT I UNDER SEPARATE PERMIT I - CLEARANCE BAR NEW, SUPPLIED AN INSTALLED 2 BY SIGN CONTRACTOR, G.C. TO INST 2' -0 - DIA. x 3'-3" DEEP CONC BASE, LO TION TO BE CONFIRMED IN FIELD NOTE: CLEARANCE BAR UNDER SEPAPTE PERMIT I I NOTE: ORDER STATION TO BE 20/20 IMAGE - ACCESSIBLE PATH OF TRAVEL MAX 1/20 SLOPE IN DIRECTION OF TRAVEL & 2% CROSS SLOPE U.N.O. I I 1 (E) POLE SIGN _�, Cay 81HI-o00oo6-14 Mos 0 (w Jown Dodson M � g� 1� Date Received MAY 0 2 2017 Original Submittal_ f� 1. REVIEW CONDITION OF EXISTING CONCRETE FLAT WORK AND CURB, REPAIR AS REQUIRED. SEE DETAILS 1 THRU 4 ON SHEET C2 FOR CONCRETE CURB AND FLATWORK. 2. NEW CONCRETE FLATWORK TO HAVE #4'S AT 16" O.C. E.W. OVER 2" OF SAND. 3. REVIEW CONDITION OF EXISTING ASPHALT PAVING AND CONCRETE FLATWORK AT DRIVE THRU LANE AND PARKING LOT, REPAIR AS REQUIRED. ENTIRE LOT TO RECEIVE NEW SLURRY COAT. 4. REVIEW CONDITION OF EXITING GUTTERS AND REPAIR OR REPLACE AS REQUIRED. 5. RE -STRIPE PARKING SPACES AND DIRECTIONAL ARROWS. 6. REVIEW CONDITION OF EXISTING LAWN, TREES, SHRUBS, PLANTING BEDS, LANDSCAPE TIES, FENCES, AND DECORATIVE WALLS AND IRRIGATIONS SYSTEMS AND REPAIR AS REQUIRED. 7. SEE DETAILS 1 AND 2 ON SHEET C2 FOR CONCRETE CURB AT WALKWAY AND LANDSCAPE. 8. SEE DETAILS 3 AND 4 ON SHEET C2 FOR CONCRETE FLATWORK TOOL JOINT AND EXPANSION JOINT. 9. CURB RAMPS SHALL BE MAXIMUM 6" HIGH AND 6'-0" LONG WITH MAXIMUM 1:12 SLOPE. 10. ACCESSIBILITY DETAILS ARE LISTED ON SHEET C2 FOR COMPLIANCE PURPOSES. VERIFY ALL ITEMS AND IF NONE EXIST, PROVIDE. IF DAMAGED/UNREADABLE OR NON-COMPLIANT, REPLACE. 11. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. (11 B-403.3) 12. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL NOT BE STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGE S IN LEVEL ARE NOT PERMITTED. (11B-502.4) 13. DETECTABLE WARNING PRODUCT APPROVAL - ONLY APPROVED DIVISION OF THE STATE ARCHITECT, ACCESS COMPLIANCE (DS/AC) APPROVED DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH CBC SECTION 11B-705. THE EXCEPTION FOR RAMPS STEEPER THEN 1:15 NO LONGER APPLIES. 14. PROVIDE UNAUTHORIZED VEHICLES IN ACCESSIBLE PARKING SPACE IF NONE EXIST. SEE DETAIL 12 ON SHEET C2. 15. REPAIR & PAINT ALL PARKING LOT LIGHTS PAINT, COLOR SHALL BE ANODIZED BRONZE, SILVER BLACK OR NATURAL CONCRETE. VERIFY COLOR WITH OWNER. CONCRETE BASE SHALL REMAIN NOT PAINTED. 16. ANY EXISTING BOLLARDS TO BE PAINTED RED OR YELLOW. 17. ALL EXITING LIGHT POLES TO HAVE NEW LED LAMP. CONTRACTOR SHALL VERIFY FIXTURE QUANTITIES OF LAMP TO BE REPLACED. 18. REPAIR ALL DIRECTIONAL SIGNS & PAINT PER FINISH SCHEDULE. 19. PAINT INTERIOR AND EXTERIOR WALLS, GATE AND DOOR OF TRASH YARD TO MATCH BUILDING WAINSCOT COLOR. REPAIR GATE AND DOOR AS REQUIRED. 20. WALK IN BOX TO BE COVERED AND MATCH BUILDING rs•ffi� COMMUNITY COMMERCIAL NEW CONCRETE FLATWORK, SEE DETAILS 3/C2 AND 4/C2 FOR TOOL JOINT (T.J.) AND CONTROL JOINT (C.J.) EXISTING LANDSCAPE AREA NEW LANDSCAPE AREA ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED TO SUCH USE RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PRDHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIF07IONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. JOHN S. DODSON SANTA MONICA, CA = F OF p� LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 04/11/17 JOB NO. DRAWN BY CHECKED BY JI) FILE NAME Cl Site Plan.dwg SITE PLAN C«� sTBLUE ' W STALL WIDTH LOCATE WHEEL BUMPER f3'-4" FROM END OF PAINTED TRUNCATED DOMES _ STALL STRIPING, SEE SITE PLANS and DETAILS FOR SECTION EXACT LOCATIONS. 10 RAMP 1:12 SEE 13 =C? Z C2 ( ON MAX. ' C2 R 1/2- 0 TOP OF AC. PAVING -� A.C. PAVING - SEE SITE PLAN WEAKENED PLANE JOINT C =� (2) #3 REBARS _ ( VERIFY W\6' 5'-0" O.C. MAX. SPACING 0 0 o .1 0D T N �CF2 = 4 WIDE BLUE PAINTED STRIPING SOILS RE ORT FIN. GRADE AT PLANTER ME ADJOINING WALK PAINTED STRIPE WHEEL STOPAT 3'-0" 0/C MAX. N PARKING o o CROSSING 9 SIGN o ANGLE WALK C2 w z SVH= PAN= sr�s PLAN o o KN Sri STALL WIDTH ��: DETECTABLE WARNING 10" 9'-0" MIN. O.C. VAN -12'-O" MIN. O.C. z '03 N0. 4 BAR CONTINUOUS TYP. -�' rn • ey W NO SEPARATION #5 REBARS 18" LONG 4" WIDE REFLECTIVE � '�,. CURB, RAILING, ETC /�� HIGHWAY PAINT (2 COATS) 4S• CONIC. CURB " C z Lo N �q Y 4,-O„ ELEVATION ' :�': ' N® 11 NOTE: Z PARKING GLE � o .a • � �• � 7 C2 qR EXP. JTS. TYP. 1/2" WIDE JT. MAT'L AT 20'-0" O.C. " 12 OF INTERSECTION �W - ^ IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE WALKING SURFACES NOT SEPARATED BY II EPDXY TO II A.0 PAVING 12" HIGH WHITE LETTERS PA KING STRIPING PARKING CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THEM IS DETERMINED BY A CONTINUOUS DETECTABLE WARNING COMPLYING WITH �w g ST �' LST 5 ACCESSIBLE PARKING STALL 1 CONCRETE CURB T PLANTER 15 CBC SEC11flNS 118-705.1.1 AND 118-705.1.2.4. C2 SCALE: 1 1/2" = l'-0" C2 SCALE: N.T.S. C2 SCALE: 1 1/2" = 1'-0" C2 SCALE: N.T.S. -- -1 /2" RADIUS ON CORNERS SIM. FULL WIDTH 48" MIN. 4 PAINT WHITE TO C2 MATCH STRIPING BLUE REFLECTORIZED SIGN CONSTRUCTED EPDXY FORTIFIED OF PORCELAIN STEEL WITH BEADED TEXT A.C. PAVING - SEE CONCRETE WALK - SEE SITE PLAN VINYL/ACRYLIC WATER BASED OR EQUAL. 70 SQ. IN. MIN. SITE PLAN 6" FOR FINISH OVER 4" MINIMUM HIGHWAY PAINT R 1 2 NON -EXPANSIVE MATERIAL SINCLAIR'S TRAFFIC MARKING WHITE (VERIFY WITH SOIL REPORT) OR EQUAL ......�. 6'-0" .................. .................. .................. I PARKING ONLY AT EACH PARKING SPACE FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTROIZED SIGN PERNAMENTLY o f to Z ° 1 l� _2111111111!1111 z MINIMUM FINE $250 POSTED ADJACENT TO AND VISIBLE FROM `14 00 o 8.33% TRUNCATED DOMES CONC. WALK o MAX. WHERE INDICATED EACH STALL OR SPACE. 00 + 2Dry FULL WIDTH 3'-0" SEE SITE PLAN d VAN "VAN ACCESSIBLE" LANGUAGE MAY BE COMBINED WITH THIS SIGN. °' ° ` BAR N g" g" " 0 48" MIN. 6"MIN. Co ESSIB E GREASE OR SLEEVES AT EJ.S " 8 MAX. TAPERED CURB RAMP TO BE FLUSH ~ o o o o� L 3 U5 o MOUNT 'VAN ACCESSIBLE SIGN DIRECTLY 9" 8" 1'-4" [8" W/WALK & A.C. .PAVING �: d a z Y BELOW MIN. FINE SIGN WHERE OCCURS NOTE: LLio LL: m z m z o ce a i C z ,,, o o LOCATE AT THE HEAD OF EXP. JTS. TYP. 1/2' WIDE JT. MAT'L. AT 20'-0" O.C. MAX. AT TANGENCY & WITHIN v t° 3 "� z 1- a EACH ACCESSIBLE STALL. " 12 OF INTERSECTION � a `W' PER CODE -SEE SITE PLAN Ary � 16DIRECTIONAL ARROWS IA INTEGRAL MATERIALS TO PROVIDE 90"-.92"TWEEN 10 CURB 6 ACCESSIBLE PARKING SIGN 2 CONCRETE CURB T SIDEWALK C2 SCALE: 3/8" = 1'-0" CONTRAST DETECTABLE BSE) WARNINGS &EADJACENT SURFACES C2 SCALE: N.T.S. C2 SCALE: N.T.S. C2 SCALE: 1 1 /2" = V-0' DOMES TO BE: .1 "- 20" A. CAST -IN-PLACE NGH} B. STAMPED TRUNCATED C. PREFABRICATED DOMES t FINISH PER SIZE PLAN TR BAND EA. SLI JOINT z' g CONIC. PAVING R "INTERNA11ONAL PER SOILS DOMES CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR REVERSE. ¢ SYMBOL OF ACCESS" F BE 1/4 REPORT " MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OR WALKING SURFACE. � Z PAINTED TRAFFIC d 2 2 CONTRAST SHALL BE DETERMINED BY (CBC 118-705.1.1.3): CONTRAST = (B1-82) / B1 x 100 o WHITE ON BLUE BACKGROUND B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA 45• 0�5 TRUNCATED I "' I PER SOILS B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA THE DETECTABLE WARNING SURFACES DIFFER FROM THE ADJOINING SURFACES IN RESIDENCY OR DOMES 13 "' REPORT SOUND ON CANE CONTACT (CBC 11B-705.1.1.4) 1:10 MAX.* i 1:10 MAX.* " THE YELLOW COLOR CONFORMS TO FED. COLOR NO. 33538, AS SHOWN 1N TABLE IV OF STANDARD NO. SEE SITE 595C. (CBC 118-705.1.1.5) PLAN FOR 00 *1:12 IF SHOWN ON PLAN SEE PLANS LOCATIONS. NOTE: WARNING PRODUCTS AND SURFACES INSTALLED AFTER JANA, 2001, MUST BE EVALUATED BY FACE OF CURB 4'-0" MIN. 1/8" R TOOLED EDGE AN INDEPENDENT ENTITY SELECTED BY THE DEPT. OF GEN'L SERVICES, DIV. OF THE STATE ARCHITECT 1/4" LIP AT BOTTOM / � " 2'-8" MIN. ACCESS COMP. FOR ALL OCCUPANCIES, INCL. TRANSPORTATION AND OTHER OUTDOOR ENVIRONMENTS. CALIF. T-24 SEC. AAB-5026 N01E: TOOL JOINT LOCATIONS SHALL BE 0 MAX. 7'-0 O.C. TYP. EXCEPT THAT WHEN PRODUCTS AND SURFACES ARE FOR USE IN RESIDENTIAL HOUSING EVALUATION 3,-0" MIN CAN BE IN CONSULTATION WITH THE DEPT. OF HOUSING AND COMM. DEVELOPMENT. SEE GOVERNMENT CODE SECT. 4460. DETECTABLE WARNING C A 7 INTERNATIONAL SYMBOL OF ACCESSIBILITY TOOL JOINT 13 11 3 C2 SCALE: N.T.S. C2 SCALE: 1/4" = 1'--0" C2 SCALE: N.T.S. C2 SCALE: 1 1/2" = l'-0" 17" LETTERING SHALL NOT BE LESS THAN 1" IN HEIGHT, WHICH STATES: UNAUTHORIZED VEHICLES PARKED TROWEL BAND 12" UMUTHORIZED MICLES PARKED IN DESIGNATED ACCESSIBLE SPACES 2" EA. SIDE OF JOINT UNLESS SHOWN OTHERWISE IN DESIGNATED ACCESSIBLE NOT DISPLAYING DISTINGUISHING SPACES NOT D/sPLAWNG PLACARDS OR SPECIAL LICENSE SPEOrANccuu EENNSE P �D �� PLATES ISSUED FOR PERSONS WITH CONIC. PAVING FOR PERSONS WITH DISABIunES DISABILITIES WILL BE TOWED AT BE roWED AT OWNER'S SEALANT #4 X 24" LONG AT 24" O.C. APPROX. APPROX. 3/4" EXCEPT PO ExPENSE: roWEo vExICCES MAY OWNERS EXPENSE. TOWED _ BE RECLAIMED AT- �., VEHICLES MAY BE RECLAIMED FINISH PER SITE PLAN 1/4 " SLEEVE ONE END APPROX. 1-1/2" ON 04 AT.=------------------- „ 2 2 " SLOPING PORTION OF OR RAMP. OR BY TELEAHONING: BY TELEPHONING.- 6'-0" WIDTH OF 0" CURB FACE _ ------- MAX. 4'-0" MIN. a X. �L---- a A BLANK SPACES ARE TO BE TRUNCATED DOMES U-1-1 FPART FILLED IN AS A PERMANENT157 OF THE SIGN :5. a MAX 1" PER FOOT i ¢ o z - _O" 1' 0" MAX., 4" PGR FOOT SLOPE � SLOPE rr IN ANY ,D4 ECTION o�� �I � THIS ADDITIONAL SIGN SHALL BE POSTED o 1/411 IN A CONSPICUOUS PLACE AT ENTRANCES '� " 1/8 R TOOLED EDGE " 1/4 EXPANSION JOINT z TO OFF-STREET PARKING FACILITIES, OR FILLER MATERIAL ADJACENT TO AND VISIBLE FROM EACH TAPERED CURB SPACE. RAMP TO BE FLUSH NOTE: o W/WALK & A.C. PAVING EXPANSION JOINT LOCATIONS SHALL BE 0 MAX. 20'-0 O.C. TYP. 00 (EVERY THIRD TOOL JOINT LOCATION) N. RAMPS LONGER THAN 6'-0" REQUIRE HANDRAILS ,G PANSION JOINT IC2 f :'-."^;N4CISKNYS["853.iW.SJC:'YG:w+"TJibt=35..ffieLt@t"�T.�C.'.Y,[t£Gw'=��m•ca+aBLL^C :33�1iY?CA . SCALE: N.T.S. �""®--—"'9�L,$4:3Gx:6.^9�1i.'?'."'.viR.'isM:X^..v'�.'fR�.:iL4wu.:•'."...:AGS:Y2'YAJ:S6Y+T.M^+.T9TC�4:C<T:YA...Z'3�SZ�"^'BICTJYL�CI•rvmmx.F.MPrS1'>.Sib:S25YS".:'.u.:•..iJ.•�'3>.�II'.if.9CE't.+::' C2 SCALE: N.T.S. .�y":"E•,�.g-�".. x+J+'X. C2 .. SCALE: N.T.S. -::',1RX+SZ�S+^ '.•..TG4SVk.Y6 ?' G2 SCALE: 1 1/2" = l' -O" ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION DOC) bro - ll � juhn Dodsx IRDS rO (vl w of I of C_15 Date Received MAY 0 2 2017 Original SUbmlttal �T ^ THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE OFWNAL SITE FOR WHICH THEY WERE PREPARED AND T URKATION THEREOF IS EXPRESSLY UMITED TO SUCH USE ITE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TALE TO THE PLANS AND SPECIFICATIONS RD WNS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. Agcy% ct:- JOHN S. DODSON J, SANTA MONICA. CA F OF CJ LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 03/15/2017 JOB NO. DRAWN BY CHECKED BY FILE NAME - C2 Site Details.dwg SITE DETAILS d - I io 9'-1" 4'-3" v v 31-111 L 2'-0"0 L ELEVATION 6'-0" 4X4 T.S. 2'-0"0 2'-0"0 3/8" TH. 14" DIA, PLATE BIDE ELEVATION ELEVATION a (4) 5/8" BOLT ORM Hm BASE PLATE DETAIL 1. DESIGN CODE: CBG 2013 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 2. DESIGN LOADS: ASCE 7-10 8. BOLT STEEL ASTM A307 3. WIND VELOCITY 110 MPH EXPOSURE C 9. HEADED ANCHOR BOLT STEEL ASTM F1554 GR.36 4. CONCRETE 2500 PSI MIN. 10. REBAR ASTM A615, 60 KSI 5. TUBE STEEL ASTM A500 GRADE B, 46 KSI 11. PROVIDE 3" CONC. FOR EMBEDDED STEEL 6. ALUMINUM EXTRUSION 6061-T6 12. LATERAL SOIL BEARING PER CBC CLASS 5 (100 PCF) PREVIEW BOARD ORDER STATION ELEVATIONS SCALE: N.T.S. FINISH GRADE MENU BOARD PROVIDE CONTINUOUS REFINISHED BREAK METAL COVER (CAP) OVER THE MASONRY (COLOR TO MATCH BREAK METAL ON MAIN BUILDING) MATCH EXISTING BASE WALL MATERIAL OF MAIN BUILDING (MODULAR BRICK OR SPLIT FACE CMU -PAINT TO MATCH). #4 VERTICAL REBAR IN EVERY CMU @ 12" O.C. SECURED IN NEW CONCRETE BASE BY G.C. (ONLY IF CMU USED) CONDUIT FOR ELEC/DATA/VOICE BY G.C., AS REQ'D ri SCALE: N.T.S. 0.375" THK. PLATE WELDED (4) 3/8" DIA. TO 4"x4"x0.125" THRU BOLTS 3/16 G >; I —4 ---------------- v 9 L 121" 1'-0" PLATE @ BAR CONNECTION SCALE: 3"= 1'-0" 11" 8" I I 1 1 ----------- I 3/1 s II00 I I 6" T.S. I (4) 3/4" ' HEADED ANCH. _—_—_—_—_—_-- BOLT W/ 12" EMBED. MIN. MENU BOARD BASEBASE PLATE C.'SCS: N.T.S. C3 SCALE: 3" 1'-0" .,..:-,-"".::,r-,-.-r.._...__c,.....-rc-.-•3!:n+.-�^:*siew. ....... a,..: �.xam:*saac:.^.�a+��-rsaa^r:cr--.^srr;mr.�,�^..-:'ncT,r:io�^+±2� +,Y,�=xe+>r rn 8'-0" " TOP 32" ER ® 12" -RY. BARS 2'-0"0 ELEVATION 1. DESIGN CODE: CBC 2013 2. DESIGN LOADS: ASCE 7-10 3. WIND VELOCITY 110 MPH EXPOSURE C 4. CONCRETE 2500 PSI MIN. 5. TUBE STEEL ASTM A500 GRADE B, 46 KSI 6. ALUMINUM EXTRUSION 6061-T6 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 8. BOLT STEEL ASTM A307 9. HEADED ANCHOR BOLT STEEL ASTM F1554 GR.36 10. REBAR ASTM A615, 60 KSI 11. PROVIDE 3" CONC. FOR EMBEDDED STEEL 12. LATERAL SOIL BEARING PER CBC CLASS 5 (100 PCF) �LAAE BAR DETAILS SCALE: N.T.S. ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION ..� It CDPy �l 1- n-000vo(o - TV I jgkvl, Dodsuyl m g b P [� Date Received MAY 0 2 2017 Original Submiftal �. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICAMON THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECF07IONS SHALL CONSTIME PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. ARC S% JOHN S. DODSON _-� SANTA MONICA, CA 9� F OF 0���o LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 11/28/2016 JOB NO. DRAWN BY CHECKED BY FILE NAME - C3 Site Details.dwg SITE DETAILS C�7 SIDE ELEVATION MENU BOARD PROVIDE CONTINUOUS REFINISHED BREAK METAL COVER CAP - OVER THE MASONRY (COLOR TO MATCH BREAK METAL ON MAIN BUILDING) i 7 i i.� 1 -I 31 ffitt FINISH GRADE a NEW REINFORCED CONCRETE BASE WITH #4 CONTINUOUS REBAR BY G.C. COMPACT FILL AS NECESSARY BELOW PRIOR TO FORMING NEW CONCRETE BASE BY G.C. PROVIDE ACCESS CUTOUT ON BACKSIDE OF NEW MASONRY BASE WALL (BACK SIDE OF MENU BOARD) TO PROVIDE ACCESS TO ELECTRICAL DISCONNECT. VERIFY LOCATION AND PROVIDE "EXTERIOR GRADE" REMANUFACTURED ACCESS PANEL COVER (NON -LOCKABLE) TO BE PAINTED TO MATCH NEW MASONRY FINISH COLOR. FRONT ELEVATION ri SCALE: N.T.S. 0.375" THK. PLATE WELDED (4) 3/8" DIA. TO 4"x4"x0.125" THRU BOLTS 3/16 G >; I —4 ---------------- v 9 L 121" 1'-0" PLATE @ BAR CONNECTION SCALE: 3"= 1'-0" 11" 8" I I 1 1 ----------- I 3/1 s II00 I I 6" T.S. I (4) 3/4" ' HEADED ANCH. _—_—_—_—_—_-- BOLT W/ 12" EMBED. MIN. MENU BOARD BASEBASE PLATE C.'SCS: N.T.S. C3 SCALE: 3" 1'-0" .,..:-,-"".::,r-,-.-r.._...__c,.....-rc-.-•3!:n+.-�^:*siew. ....... a,..: �.xam:*saac:.^.�a+��-rsaa^r:cr--.^srr;mr.�,�^..-:'ncT,r:io�^+±2� +,Y,�=xe+>r rn 8'-0" " TOP 32" ER ® 12" -RY. BARS 2'-0"0 ELEVATION 1. DESIGN CODE: CBC 2013 2. DESIGN LOADS: ASCE 7-10 3. WIND VELOCITY 110 MPH EXPOSURE C 4. CONCRETE 2500 PSI MIN. 5. TUBE STEEL ASTM A500 GRADE B, 46 KSI 6. ALUMINUM EXTRUSION 6061-T6 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 8. BOLT STEEL ASTM A307 9. HEADED ANCHOR BOLT STEEL ASTM F1554 GR.36 10. REBAR ASTM A615, 60 KSI 11. PROVIDE 3" CONC. FOR EMBEDDED STEEL 12. LATERAL SOIL BEARING PER CBC CLASS 5 (100 PCF) �LAAE BAR DETAILS SCALE: N.T.S. ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION ..� It CDPy �l 1- n-000vo(o - TV I jgkvl, Dodsuyl m g b P [� Date Received MAY 0 2 2017 Original Submiftal �. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICAMON THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECF07IONS SHALL CONSTIME PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. ARC S% JOHN S. DODSON _-� SANTA MONICA, CA 9� F OF 0���o LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 11/28/2016 JOB NO. DRAWN BY CHECKED BY FILE NAME - C3 Site Details.dwg SITE DETAILS C�7 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PIANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDIM VISUAL CONTACT WITH THESE PIANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. JOHN S. DODSON a Ln SANTA MONICA, CAA 9� � F OF 0��O LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE XX/XX/XX JOB NO. DRAWN BY CHECKED BY DK JD FILE NAME AO Demolition Floor Plan.dwg C S NORTH w FLV%JR PLA104m SCALE: 1/4" = 1'-0" F.O.F. I ,I r -An © - MIRROR W/ STEEL FRAME - BOBRICK B-290-1836 0- SOAP DISPENSER - BOBRICK B-2111 ©- TOILET TISSUE DISPENSER - BOBRICK B-2890 ®- SEMI-RECESSEDPAPER TOWEL DISPENSER / WASTE RECEPTACLE - BOBRICK B-3944 ©- TOILET SEAT COVER DISPENSER - BOBRICK-221 ® - GRAB BARS - BOBRICK B-6106 SERIES ®- SANITARY NAPKIN DISPOSAL - BOBRICK B-35745 0 - HAND DRYER - EXCEL DRYER, XLERATOReco HAND DRYER XL -SB W/ ADA COMPLIANT RECESS KIT F.O.F. F.O.F. ITEM FIXTURE CONNECTION SIZES (INCHES) DESCRIPTION W V CW HW GAS WC WATER CLOSET, ADA 4" 2" 3/4" __ __ AMERICAN STANDARD MADERA FLOWISE 16.5" HEIGHT ELONGATED FLUSHOMETER TOILET ADA W/ SLOAN VALVE "ROYAL" MODEL 111-1.28 MANUALLY OPERATED. W/ OPEN FRONT SEATS 2 wC WATER CLOSET 4 „ 2 n 3/4 -- -- AMERICAN STANDARD MADERA FLOWISE 15" HEIGHT ELONGATED FLUSHOMETER TOILET. NON -HANDICAP. W/ SLOAN VALVE "ROYAL" MODEL 111-1.28 MANUALLY OPERATED. W/ OPEN FRONT SEATS URL URINAL, ADA 2" 1-1/2" -- -- -- AMERICAN STANDARD WASHBROOK FLOWISE WASHOUT BACK SPUD URINAL 0.5 GPF, ADA W/ SLOAN VALVE "ROYAL" MODEL 186-.025 MANUALLY OPERATED LL LAVATORY, ADA 2 I 1-1/2" 1/2" 1/2" __ AMERICAN STANDARD LUCERNE WALL HUNG #0355.012 W/GRID DRAIN, ADA KOHLER 15199 FAUCET, CONTROLS SHALL BE SELF-CLOSING AND LIMIT THE FLOW RATE TO 0.4 GPM AND 110,F SCHEDULE © - MIRROR W/ STEEL FRAME - BOBRICK B-290-1836 0- SOAP DISPENSER - BOBRICK B-2111 ©- TOILET TISSUE DISPENSER - BOBRICK B-2890 ®- SEMI-RECESSEDPAPER TOWEL DISPENSER / WASTE RECEPTACLE - BOBRICK B-3944 ©- TOILET SEAT COVER DISPENSER - BOBRICK-221 ® - GRAB BARS - BOBRICK B-6106 SERIES ®- SANITARY NAPKIN DISPOSAL - BOBRICK B-35745 0 - HAND DRYER - EXCEL DRYER, XLERATOReco HAND DRYER XL -SB W/ ADA COMPLIANT RECESS KIT F.O.F. F.O.F. F.O.F. no ,nI" F.O.F. LMEN 1. G.C. TO REPAIR & OR PAINT EXIST. CEILING GRID. GRID IS TO HAVE SMOOTH WASHABLE FINISH. 2. KITCHEN LIGHTS ARE TO BE REPLACED W/ LED LIGHT FIXTURES. ALL FIXTURES ARE TO HAVE LENSES. 3. ALL CEILING TILES ® KITCHEN, OFFICES, CHANGE ROOM & STORAGE AREAS ARE TO BE REPLACED W/ SMOOTH WASHABLE TILES W/ WHITE VINYL FINISH. 4. ALL VISIBLE SURFACES IN KITCHEN 5. TO RECEIVE NEW WHITE FRP. RESTROOM 1. REWORK/CAP PLUMBING AS REQ'D FOR RELOCATION/DELETION OF FIXTURE IN BOTH RESTROOMS 2. ALL FIXTURES, PARTITIONS AND ACCESSORIES AT RESTROOMS TO BE REPLACED WITH NEW WITH ADA REQ'D DIMENSIONS. 3. FLOOR AND WALL FINISH TO BE TILE AND CEILING FINISH TO BE SEMI -GLOSS PAINT ON GYP. BD., SEE DRAWING 16/A9 FOR FLOOR TO WALL TILE DETAIL 4. BOTH RESTROOMS TO HAVE COVED TILE BASE. uALTH DEPARTMENT NOTES. 1. ALL EXTERIOR DOORS AND RESTROOM DOORS SHALL BE SELF-CLOSING. 2. SEE SHEET A7.2 FOR KITCHEN AND RESTROOM FINISH SCHEDULE. NL GOP glk- 11- l oo&-- 1 Ms K, w JoKn EXISTING WALL REPLACE (E) EXIST SIGN WITH NEW EXIT SIGN 307X48" CLEAR SPACE i i L__J Date Received MAY 0 2 2017 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED TO SUCH USE. RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDIM VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. JOHN /pS... DODSON �► 0 SANTA MONICA, CA = q� ��O F OF pR LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 04/05/2017 JOB NO. DRAWN BY CHECKED BY FILE NAME Al Floor Plan.dwg FLOOR PLAN & DOOR SCHEDULE FLU"OR P'LA14' P4000"TEZ43h 1. EXISTING LIGHT @ EXTERIOR SOFFIT TO BE REPLACED W/ 100 WATT EQUAL LED W/ DROP DOWN LENSE @ SOFFIT PER B.K. STANDARDS. CONTRACTOR SHALL VERIFY FIXTURE QUANTITIES. 2. PATCH, REPAIR AND PAINT EXISTING PLASTER @ BOTTOM OF EXTERIOR SOFFIT. WHERE T 111 OCCURS REPLACE WITH NEW EXTERIOR PLASTER. 3. RESTROOM WALLS, CEILINGS AND FLOORS ARE SMOOTH, DURABLE AND NON-ABSORBANT. COVE BASE AT FLOOR/WALL JUNCTION TO HAVE 3/8" RADIUS & MIN 4" HEIGHT. SEE DRAWING 10 ON SHEET A9. 4. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE IL.I.UMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL. 5. SEE DETAILS 1 THRU 6 ON SHEET CS2 FOR BATHROOM ACCESSIBILITY REQUIREMENTS. DETAILS ARE LISTED FOR CODE COMPLIANCE PURPOSES. 6. SEE DETAILS 7 THRU 10 ON SHEET CS2 FOR OTHER ACCESSIBILITY REQUIREMENTS. DETAILS ARE LISTED FOR CODE COMPLIANCE PURPOSES. 7. SEE DETAIL 1 ON SHEET A9 FOR TYPICAL EXPANSION JOINT FOR EXTERIOR PLASTER. 8. EXISTING STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS REQUIRED. 9. REPAIR EXISTING GYPSUM BOARD AND OTHER FINISH @ INTERIOR WHERE DISTURBED BY THIS WORK. 10. SEE ELEVATIONS FOR EXTERIOR FINISH. 11. SEE SHEET M FOR WINDOW SCHEDULE. 12. PROVIDE OUTLETS, AS INDICATED ON FINISH PLAN. CONNECT TO EXISTING CIRCUIT. 13. PROVIDE BACKING FOR TV, VERIFY LOCATION WITH FINISH PLANS. 14. !NSTAL I_ NEW FRP ON :ALL KITCHEN WAI IIS VISIBLE FROM PUBLIC NREE4. Z`4Y'.'S+YF_ � 4ffO.R'%2g':'-':a�TiM•'?4R2: 15. REPLACE ALL BROKEN FLOOR TILES IN KITCHEN, SERACE AND DRIVE THRU ARE, STORAGE, ONCE AND EMPLOYEE ROOM IN KIND. �TuiGA4,.:..:^]A"M3iV:'IR': lJ�r#k'1'i5C•!W^:f.'Y.C'^.1(iR'.f'RM2>'°i'FdR'`ff•.n.tg*'>"?fS^IIf5'1S!.:.....(.T ":it.-•.: r•P(••„%•R• F.O.F. no ,nI" F.O.F. LMEN 1. G.C. TO REPAIR & OR PAINT EXIST. CEILING GRID. GRID IS TO HAVE SMOOTH WASHABLE FINISH. 2. KITCHEN LIGHTS ARE TO BE REPLACED W/ LED LIGHT FIXTURES. ALL FIXTURES ARE TO HAVE LENSES. 3. ALL CEILING TILES ® KITCHEN, OFFICES, CHANGE ROOM & STORAGE AREAS ARE TO BE REPLACED W/ SMOOTH WASHABLE TILES W/ WHITE VINYL FINISH. 4. ALL VISIBLE SURFACES IN KITCHEN 5. TO RECEIVE NEW WHITE FRP. RESTROOM 1. REWORK/CAP PLUMBING AS REQ'D FOR RELOCATION/DELETION OF FIXTURE IN BOTH RESTROOMS 2. ALL FIXTURES, PARTITIONS AND ACCESSORIES AT RESTROOMS TO BE REPLACED WITH NEW WITH ADA REQ'D DIMENSIONS. 3. FLOOR AND WALL FINISH TO BE TILE AND CEILING FINISH TO BE SEMI -GLOSS PAINT ON GYP. BD., SEE DRAWING 16/A9 FOR FLOOR TO WALL TILE DETAIL 4. BOTH RESTROOMS TO HAVE COVED TILE BASE. uALTH DEPARTMENT NOTES. 1. ALL EXTERIOR DOORS AND RESTROOM DOORS SHALL BE SELF-CLOSING. 2. SEE SHEET A7.2 FOR KITCHEN AND RESTROOM FINISH SCHEDULE. NL GOP glk- 11- l oo&-- 1 Ms K, w JoKn EXISTING WALL REPLACE (E) EXIST SIGN WITH NEW EXIT SIGN 307X48" CLEAR SPACE i i L__J Date Received MAY 0 2 2017 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED TO SUCH USE. RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDIM VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. JOHN /pS... DODSON �► 0 SANTA MONICA, CA = q� ��O F OF pR LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 04/05/2017 JOB NO. DRAWN BY CHECKED BY FILE NAME Al Floor Plan.dwg FLOOR PLAN & DOOR SCHEDULE 2X / W.1 ROOF SCUTTLE SADDLE 24 GA. GALV. STEEL FLASHING, ROOF MATERIAL OVER SEE STRUCTURAL DWGS FOR JOISTS SIZE, SPACING, HEADERS & ROOF DECKING R-30 INSULATION, TYP. SEE SPECS 2X4 OR 2X6 WD STUDS 0 16. O.C. W/ 5/8' TYPE 'X' W.R. GYP. BD. Ti;tI�Z�3�1111;Ir PAINTED STEEL LADDER W/ 3/4' RINGS FLOOR UNE 1. VERIFY LOCATION OF EXISTING ROOF DRAINS AND CLEAN AND REPAIR DRAINS AS REQUIRED. 2. VERIFY FLOW OF WATER. 3. CONNECT SIGNS TO EXISTING CIRCUITS. 4. REMOVE EXISTING ROOFING OVER ALL MANSARD ROOF AND REPLACE WITH NEW STANDING SEAM ROOF WHERE CALLED OUT ON DRAWINGS PER FINISH SCHEDULE OVER 2 LAYERS OF 30 LA FELT, TYP. 5. REPAIR ROOFING WHERE DISTURBED FOR NEW CONSTRUCTION. 6. VERIFY EXISTING CONDITION OF ROOFING AT FLAT ROOF AND REPAIR AS REQUIRED. ADVISE OWNER/ARCHITECT IF REPLACEMENT OR EXTENSIVE REPAIR IS REQUIRED. PROVIDE SEPARATE PRICE FOR REPLACEMENT OF ENTIRE ROOFING W/ CLASS "A" ROOFING. 7. REFER TO DRAWINGS 1 THRU 6 ON SHEET A8 FOR STANDARD ROOF DETAILS 8. REPAIR EXISTING COPING TO REMAIN AND PAINT PER ELEVATIONS. 9. REVIEW ALL EXISTING ROOF TOP EQUIPMENT INCLUDING BUT NOT LIMITED TO HVAC UNITS, MAKE UP AIR UNIT EXHAUST FANS AND ADVISE ARCHITECT/OWNER OF CONDITIONS. PROVIDE SEPARATE PRICE IF REPAIR OR REPLACEMENT IS REQUIRED. SEPARATE PERMIT IS REQUIRED FOR REPLACEMENT. 10. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. EXISTING WALL '77= NEW WALL WALL )RAIN AND LOGO SIGN ARATE PERMIT (N) LED LIGHT BAND _-- ____ __ : ` ___ _ __ ____ I �� -- (N) EXHAUST FAN CONDENSERS REPLACE (E) ROOF r --77--I 01 (N) ROOF A2 (E) STANDING SEAN PAINT MP4G TYP. 15 (N) ( A8 42 ROOF DRAIN AND OVE A2 19' X 10 1/2- PLATE (WELL) — UNE OF ROUND ROOF DRAIN ROUND OVEI PARAPET WITH GALVANIZED CAST ROOF DRAIN WALL WHERE IRON DOME STRAINER CAST IRON I OCCURS SLOPE OF ROOF BEYOND TOP LOW LOW POINT 8 3/4' OF ROOF I 2" y DAM rpm ,.., ,....—. ...— aye i e H GALV. STRAINER SHEATHING AT 4T ADJACENT N3 LEDGER. SEEDWGUNDERDECK LSLOPE INTO DRAIN STRUCTCLAMP ASSEMBLY ON ALL FOUR SIDES Wf TAPERED NATE. INSULATION 1. OVERFLOW SYSTEM INLETS SHALL BE LOCATED 2' ABOVE LOW POINT OF ROOF DRAIN WELL & SHALL NOT BE CONNECTED TO ROOF DRAIN LINES. 2. JAY R SMITH, COMBINATION ROOF AND OVERFLOW DRAIN, SERIES 148 (10 1/2 'x 19') AND CAST IRON DOME. INSTALL PER MANUFACTURER'S SPECIFICATIONS 41 W 9 OOF OVER PLYWOOD )RAIN AND E RO 0-01- F PLAN Cody SII-1�- (�OOo�o� �P �t��5 NUn off' Sohn on p9 Ll & 13 Date Received MAY 0 2 2017 y ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION THE USE OF THESE PIANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PIANS AND SPECIFICATIONS REMNNS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. \�,��'RED ARc'�% 4 JOHN S. DODSON — SANTA STA MONICA, CA = — F p F p� LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 03/15/2017 JOB NO. DRAWN BY CHECKED BY JD PILE NAME A2 Roof Plan.dwg ROOF PLAN m F R %N'm- Jm' a N&E T — E L E&V A T 10 'NE SCALE: 1/4" = 1'-0" PAIMT CTAAInIN(_ CFAAA SIDE ELEVATIO�."_. SCALE: 1/4" = 1'-0" DuAg"UR" SCHEE)ULE NO. TYPE SIZE (W x HT.) THICK. CORE FACES FRAME GLASS HARDWARE NOTES 1 A PAIR 3'-0" X 7'-0" 1 3/4" AL AL 1/4" TEMP. PANIC HARDWARE DUEL GLASS 2 B 3'-O" X 7'-0" 1 3/4" PL AL 3 B 3'-0" X 7'-0" 1 3/4" PL AL 4 G 7'-0* X 8'-0' 1 3/4" METAL METAL FIELD VERIFY ALL ROUGH IN OPENING a 3'-0" RSTSN HINGE ALTERNATE LOCATION FOR ISA SIGN PANIC HARDWARE PAIR STOREFRONT DOORS MEDIUM SlY r CLEAR ANODIZEDD W/ I/Ir Tsip. CLASS Co I 2'-6" 3'-6" L N r_ sToTeTz T ::4 1. THE MINIMUM DOOR WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE 9. PUSH OR PULL FORCE FOR A HINGED DOOR SHALL BE MEASURED PERPENDICULAR TO THE OCCUPANT LOAD THERE OF AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 DOOR FORCE AT THE DOOR OPENING HARDWARE OR 30 INCHES FROM THE HINGED SIDE, INCHES. THE HEIGHT OF DOORS SHALL NOT BE LESS THAN 80 INCHES. WHICHEVER IS FURTHER FROM THE HINGE. PUSH OR PULL FORCE FOR A SLIDING OR 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT FOLDING DOOR SHALL BE MEASURED PARALLEL TO THE DOOR AT THE DOOR PULL OR LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY. LATCH. 3. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, 10. SWINGING DOOR AND GATE SURFACE WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING APPROVED TYPE. THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER 4. PROVIDE APPROVED PANIC HARDWARE ON REQUIRED EXIT DOORS. PANIC HARDWARE SHALL AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES BE PROVIDED ON EXIT DOORS SERVING ROOMS, CORRIDORS, OR STAIRWAYS HANDLING AN SHALL BE CAPPED. EXCEPTION: AUTOMATIC AND SLIDING DOORS OR GATES. OCCUPANT LOAD OF 50 OR MORE PERSONS, FROM ANY GROUP A, E, OR 1-2 OR 1-2.1 OCCUPANCY. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHAL 11. THE LEVER OR LEVER OF ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN SHALL BE INSTALLED. TO WITHIN 1/2° OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. 5. EXIT DOORS FROM GROUP A SHALL NOT BE PROVIDED WITH LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OF FIRE EXIT HARDWARE. 12. ILLUMINATED EXIT SIGNS ARE REQUIRED AT EACH EXIT AND ARE REQUIRED TO HAVE 6. OPERABLE PARTS OF HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS MINIMUM 6" HIGH BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. SEE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR FLOOR PLANS AND ELECTRICAL DRAWINGS FOR EXIT LIGHT LOCATIONS. GROUND WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE 13. PROVIDE TACTILE EXIT SIGN AT REQUIRED LOCATIONS. SEE FLOOR PLAN FOR LOCATIONS AND SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. LATCHING AND LOCKING DOORS THAT 11 & 2 FOR DETAIL ARE HAND -ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE 14 GLAZING WITHIN 24" OF EITHER SIDE OF ANY DOORWAY AND LESS THAN 60" ABOVE A EFFORT BY LEVER -TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER WALKWAY SHALL BE SAFETY GLAZING. HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 15, GLAZING IN EXCESS OF 9 SQ. FT. WITHIN 18" OF A WALKING SURFACE SHALL BE SAFETY 7. DOORS CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN GLAZING. POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 16. VERIFY DOOR AND ROUGH OPENING DIMENSIONS WITH DOOR SUPPLIER. DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MORE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 8. REQUIRED FIRE DOORS SHALL RAME THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS, OTHER EXTERIOR AND INTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5 POUNDS. TEMPERED GLASS EXTERIOR CERAMIC TILE: EXTERIOR FINISH FIBER CEMENT: ALUMINUM TRIMS, ARCHON: EXTERIOR PAINT: EXTERIOR PAINT: METAL COPING: METAL COPING METAL COPING METAL CANOPY: METAL AWNING / STANDING SEAM ROOF: EXTERIOR BRICK: ALL FINISHES AS PER GARDEN GRILL FINISH SCHEDULE GRANITE FIANDRE, SENSIBLE STONE ED5052, RED NATURAL NICHIHA, VINTAGE WOOD CEDAR NICHIHA, VINTAGE WOOD CEDAR PPG, COLOR "TANNER'S TAUPE", PPG, COLOR "MONTEREY CLIFFS", #10YY 14/080 W.P. HICKMAN SYSTEMS, INC., COLOR "SILVERSMITH", A-30 W.P. HICKMAN SYSTEMS, INC., COLOR PAINT TO MATCH EP -213 W.P. HICKMAN SYSTEMS, INC., COLOR PAINT TO MATCH EP -8G CLEAR ANODIZED BERRIDGE ROOFING, COLOR PREMIUM METALLIC "ZINC COTE" PINE HALL BRICK, FACE BRICK, OLD IRVING 0/S 1. ALL SIGNAGE UNDER SEPARATE PERMIT. 2. ALL EXISTING LIGHT BAND TO BE REMOVED AND INSTALL NEW. SEE DETAIL 8 ON SHEET A8. 3. PATCH, REPAIR AND PAINT ALL EXISTING EXTERIOR PLASTER TO REMAIN. REFER TO DRAWINGS 1, 2 AND 6 ON SHEET A9 FOR STANDARD PLASTER DETAILS. 4. EXISTING STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS REQUIRED. 5. NEW STOREFRONT FRAME FINISH SHALL BE BRONZE FINISH. EXISTING FRAMES TO BE PAINTED TO MATCH NEW STORE FRONT. 6. SEE SHEET A7.1 FOR FINISH SCHEDULE. 7. SEE SHEET A11 FOR NICHIHA SIDING DETAILS. 8. PROVIDE METAL TRIM "SCHLUTER JOLLY" BY SCHLUTER SYSTEMS W/ BRUSHED ANODIZED ALUMINUM FINISH 0 ALL OUTSIDE CORNER OF TILE FINISH. Nu �m 8tI-l'i-00ODD �-�yPl MDS KtnoY John 'Dodsvn Pq ti o�- }� ®ate Reeved MAY 02 2017 Original Submittal ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 1 REV. DATE DESCRIPTION i THE USE OF THESE PIANS AND SPECIFICATIONS SHALL. BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS ROOM WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL. CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICROM ARC S% JOHN S. DODSON�y SANTA MONICA, CA = F OF p� LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 03/03/2017 JOB NO. DRAWN BY CHECKED BY FILE NAME A4&5 Elevotions.dwg ELEVATIONS DRIVE-THRU E LEVATION NO. TYPE SIZE (W x HT.) FRAME HEAD HT. GLAZING FIRE RATING U FACTOR SHGC 1 1'-4" X 7'-8" ALUM. 9'-10" TEMP DUAL GLASS - 9'-10" 0.40 2 1'-4" X 7'-8" ALUM. 9'-10" — 9'-10" 0.40 DUAL GLASS 3 5'-10" X 5'-9" VERIFY ALUM. 9'-10" r TEMP — 9'-10" 0.40 DUAL GLASS ,1 1. DIMENSIONS ARE APPROXIMATE INCLUDING FRAMES. FIELD VERIFY ALL DIMENSIONS FOR ALL WINDOWS. 2. NEW STOREFRONT FRAME FINISH SHALL BE BRONZE FINISH. EXISTING FRAMES TO BE PAINTED TO MATCH NEW STORE FRONT. 3. 1" LOW—E INSULATED GLASS —" CLEAR ANNEALED GLASS W/ SOLARBAND 60 (2% LOW E—COATING ON INSIDE SURFACE AT OUTBOARD LIGHT), I" AIR SPACE, 4" CLEAR INBOARD LIGHT. 4. EXISTING STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS REQUIRED. FA 00 i Lu M. 0 5'-10--" LJ I IIVI ILL WINDOW EXTERIOR CERAMIC TILE: EXTERIOR FINISH FIBER CEMENT: ALUMINUM TRIMS, ARCHON: EXTERIOR PAINT: EXTERIOR PAINT: METAL COPING: METAL COPING METAL COPING METAL CANOPY: METAL AWNING / STANDING SEAM ROOF EXTERIOR BRICK: ALL FINISHES AS PER GARDEN GRILL FINISH SCHEDULE GRANITE FIANDRE, SENSIBLE STONE ED5052, RED NATURAL NICHIHA, VINTAGE WOOD CEDAR NICHIHA, VINTAGE WOOD CEDAR PPG, COLOR "TANNER'S TAUPE", PPG, COLOR "MONTEREY CLIFFS", #10YY 14/080 W.P. HICKMAN SYSTEMS, INC., COLOR "SILVERSMITH", A-30 W.P. HICKMAN SYSTEMS, INC., COLOR PAINT TO MATCH EP -2G W.P. HICKMAN SYSTEMS, INC., COLOR PAINT TO MATCH EP -8G CLEAR ANODIZED BERRIDGE ROOFING, COLOR PREMIUM METALLIC "ZINC COTE" PINE HALL BRICK, FACE BRICK, OLD IRVING 0/S 1. ALL SIGNAGE UNDER SEPARATE PERMIT. 2. ALL EXISTING LIGHT BAND TO BE REMOVED AND INSTALL NEW. SEE DETAIL 8 ON SHEET A8. 3. PATCH, REPAIR AND PAINT ALL EXISTING EXTERIOR PLASTER TO REMAIN. REFER TO DRAWINGS 1, 2 AND 6 ON SHEET A9 FOR STANDARD PLASTER DETAILS. 4. EXISTING STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS REQUIRED. 5. NEW STOREFRONT FRAME FINISH SHALL BE BRONZE FINISH. EXISTING FRAMES TO BE PAINTED TO MATCH NEW STORE FRONT. 6. SEE SHEET A7.1 FOR FINISH SCHEDULE. 7. SEE SHEET A11 FOR NICHIHA SIDING DETAILS. 8. PROVIDE METAL TRIM "SCHLUTER JOLLY" BY SCHLUTER SYSTEMS W/ BRUSHED ANODIZED ALUMINUM FINISH 0 ALL OUTSIDE CORNER OF TILE FINISH. �ilc/ Coq ,oco�o(o—TyPI M,� M�wff ,b0� ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE -USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PIANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE VIAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. JOHN S. DODSON SANTA MONICA, CA = O LOCATION STORE #XXX 2790 GATEWAY STREET SPRINGFIELD, OR 97477 DATE 03/03/2017 JOB NO. DRAWN BY CHECKED BY FILE NAME A4&5 Elevations.dwg ELEVATIONS m