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Plans (16) BU P2019-00273 ®FCS rnlPV t, oF FiCE COP" OFFILX .G r SHEET INDEX JOB NAM EBuRGER KING _ THRu REMODEL 1 I lioi,1 r GI' CS1.0 COVER SHEET CS1.1 CONDITIONS OF APPROVAL CS2 ACCESSIBILITY DETAILS JOB LOCATION : 10105 SW NUMBUS AVE. TIGARD, OR 97223 0 0 I 40 0 ARCHITECTURAL ARM ETDAVIS NEWLOVE & c1 SITE PLAN ASSOCIATES, AIA ARCHITECTS C2 SITE DETAILS CLIENT: LUIS BOYANCE STORE NUMBER : 5282 C3 SITE DETAILS 1330 OLYMPIC BLVD. SANTA MONICA,CALIFORNIA 90404 A0.1 DEMOLITION PLAN PH 310 452-5533 FAX 310 450-4742 A0.2 DEMOLITION ELEVATIONS A0.3 DEMOLITION ELEVATIONS REV. DATE DESCRIPTION A1,0 FLOOR PLAN AND DOOR SCHEDULE A1.1 SEATING PLAN A2.0 ROOF PLAN A3.0 REFLECTED CEILING PLAN ABBREVIATIONS LEGAL INFORMATION PROJECT DESCRIPTION A4.0 A5.0 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A6.1 WALL SECTIONS / DETAILS RECEIVED�� i IV A6.2 WALL SECTIONS A7,1 EXTERIOR MATERIAL AND FINISH SCHEDULE A.F.F ABOVE FINISH FLOOR JAN. JANITOR TAX LOT NUMBER: 15134AA01900: EXTERIOR AND INTERIOR REMODEL OF EXISTING 3,252 GROSS SQ. FT. BURGER KING RESTAURANT. A7.2 KITCHEN AND RESTROOM FINISH SCHEDULE SEP 1 219 ADH. ADHERE Jr. JOINT PLUMBING FIXTURE ANALYSIS: NEW FOOTINGS FOR MENU BOARDS IF REQUIRED. SIGNAGE UNDER SEPARATE PERMIT. REVIEW AND UPDATE AS REQUIRED OF ADJ. ADJACENT/ADJUSTABLE/ERLAM. LAMINATE A7.3 KITCHEN AND RESTROOM FINISH SCHEDULE A/C AR CONDMONINC/ER ZONE: MUE-2: MIXED USE EMPLOYMENT 2 TIGARD, OR. EXTERIOR ACCESSIBLE PARKING, PARKING LOT AND PATH OF TRAVEL. A7.4 SUPPLIERS LIST �� ALUM. ALUMINUM LTG. LIGHTING TIGARD OCCUPANT LOAD FOR PLUMBING FIXTURES INTERIOR WORK LIMITED TO DINING ROOM AND REST ROOM FINISHES AND ACCESSIBILITY UPGRADES AS REQUIRED. BUILDING DIVISION ALUM. ALUMINUM MACH. MACHINE A8.0 ROOF DETAILS (BUILDING DI'~~ISION T. THRESHOLD MFGR. MANUFACTURER LOT AREA: 105,415 SQ. FT. (SHOPPING CENTER TOTAL) PER TABLE: 2902.1 TOTAL OCCUPANT LOAD = 71 (72) /2 = 36 FEMALES & AND MAS. MASONRY AND 36 MALES A9..0 STANDARD DETAILS L/ ANGLE MA. MAXIMUM CONTACTS A10.0 CEILING DETAILS APPROX. APPROXIMATE MECH. MECHANICAL BUILDING AREA; 3,252 TOTAL SQ. FT. 72 OCCUPANTS/2 = 36 AT MIL. METAL All NICHIHA DETAILS MIN. MINIMUM B./BOT. BOTTOM LEGAL JURISDICTION: TIGARD, OR 36 MALE OCCUPANTS BLK./BLKING. BLOCK/BLOCKING N. NET B0. BOARD NOM. NOMINAL 36 FEMALE OCCUPANTS STRUCTURAL N.I.C. NOT IN CONTRACT GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) CAB. CABINET I NUMBER SD0.1 GENERAL NOTES CEM. CEMENT 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (EESC) WC URL LAV BUSINESS OWNER ARCHITECT ELECTRICAL ENGINEER CLG. CEIUNG 0. OWNER SD0.2 STRUCTURAL DETAILS C.L./C CENTER UNE O.F.C.I. OWNER FURN., C.C. INSTALLED 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) LUIS BOYANCE ARMET DAVIS NEWLOVE ARCHITECTS AMELECT CLR. CLEAR O.C. ON CENTER MALE: 01 PER 75 OCC. SUBST. 1/.6 7 T. 1 PER 200 OCC. 5DO.3 STRUCTURAL DETAILS AND SCHEDULES 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) CERNL CERAMIC AMBROSIA QSR DPP. OPPOSITE JOHN DODSON AMOS SLUTZKY Si FOUNDATION PLAN L 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) FEMALE: 01 PER 75 OCC. - 1 PER 200 OCC. I COL. COLUMN P. PT. PLANT/POINT 1330 OLYMPIC BLVD 1330 OLYMPIC BLVD S2 ROOF FRAMING PLAN CONC. CONCRETE PLAS, LAM,/P.L. PLASTIC LAMINATE SD1 STRUCTURAL DETAILS CTR. COUNTER PL. PLATE NOTE: 2014 OREGON CODES BASED ON IBC 2014 PER TABLE 2902.1(URINALS MAY REPLACE WATER CLOSET AT A RATIO OF (1) (619)572-0857 SANTA MONICA, CA 90404 SANTA MONICA, CA 90404 C.M.U. CONCRETE MASONRY UNIT PLY\D. PLYWOOD 2/3SD2 STRUCTURAL DETAILS URINAL PER WATER CONST. CONSTRUCTION POL. POLISHED SIESMIC "D" SUB-1 SNOW LOAD: 25 PSF. CLOSETS). (310)452-5533 X204 (310)450-8752 CONT. CONITNuous QTY QUANTITY ACCESSIBILTY CODE: ICC A11701.1-2009 ADA CONTR. CONTRACTOR Q.T. QUARRY TILE 25% CONSTRUCTION COST TO ADA UPGRADES 34.11 OREGON STRUCTURAL SPECIALTY CODE PER TABLE 2902.1 NOTE f. "A DRINKING FOUNTAIN NEED NOT BE PROVIDED FCC DECOR D. DEPTH R./RAD. RADIUSSTRUCTURAL ENGINEER DEMO DEMOLITION RETURN AR CODE BASED ON IBC 2014 IN A DRINKING OR DINING ESTABLISHMENT". M&P ENGINEER DO.O PROJECT COVER SHEET DIA./0 DIAMETER R.A./ R/A RECEPTACLE LH BEN SEIBLE D1.0 DINING ROOM SEATING LAYOUT DIF. DIFFUSER/DIFFERENT RE DIF. REINFORCED DR. DOOR REO'D. REQUIRED KAVEH DOLATABADY 14288 DANIELSON ST. D1.1 DINING ROOM PRELIM. METAL WORK LAYOUT ON. DOWN RM. ROOM OCCUPANCY: A-2 1330 OLYMPIC BLVD POWAY CA 92063 D2.0 INTERIOR BUILDING ELEVATIONS DWG. DRAWING R.O. ROUGH OPENING EA. EACH SA/ S/A SUPPLY AR CONSTRUCTION TYPE: TYPE V-B NON-SPRINKLERED I 1 SANTA MONICA, CA 90404 (858) 679-8989 D2.1 INTERIOR BUILDING ELEVATIONS ELEC. ELECTRIC/ELECTRICAL scHED. SCHEME (310)452-0575 D2.2 INTERIOR BUILDING ELEVATIONS D2.3 INTERIOR BUILDING ELEVATIONS EQUIP. EQUIPMENT 5.5K. SERVICE SINK OCCUPANT LOAD: • EXIST./(E) EXISTING S.S./ S/S / S.sI. STAINLESS STEEL DINING AREA - 56 FIXED SEATS = 58 OCC. E.J. EXPANSION JOINT SHT. SHEET D3.0 DECOR ELEVATIONS EXT./EXTR. EXTERIOR SIM. SIMILAR D4.0 DINING ROOM REFLECTED CEILING PLAN FIN. FINISH/FNISHES S.C. SOUD CORE RESTROOMS (2x SINGLE USE) 2 OCC. SK. SINK D5.0 DINING ROOM FLOOR TILE PLAN FIN. FLR./F.F. FINISH FLOOR SPEC. SPECIFICATION F.P. FIRE PROOF STL. STREEL KITCHEN 1082/200RESPONSIBILITY SCHEDULE .,• 6 OCC. DINING F.R. FIRE RESISTANT STO./STOR. STORAGE 1319 SQ. FT. INTERIOR WALL FINISHES F.S.E. FOOD SERVICE EQUIPMENT STRUCT. STRUCTURE/STRUCTURAL F.S.E.C. FOOD SERVICE EQUIPMENT CONTRACTOR susP. SUSPENDED OFFICE 58 /150 = 1 OCC, D7.0 GC PROVIDED ITEMS WORK AND DETAILS D7.1 DECOR DETAILS FtR. FIXTUREOT. TOP/TILE CREW ROOM = 1 OCC.23 100 G.C. G.C. OWNER VENDER CONTACT D7.2 INTERIOR WAYFINDING SIGNAGE / ITEM REMARKS FLUOR. FLUORESCENT TEMP. TEMPORARY PURCHASE INSTALL FURNISH INSTALL INFORMATION D8.0 SPECIFICATIONS FRAM'G. FRAMING T.V. TELEVISION / D8.1 SPECIFICATIONS FR. FROM TH. THICK/THRESHOLD STORAGE AREA 450 300 = 2 OCC, FURN. FURNISH/FURNISHING T.F. TAPE, FLOAT TAPE, -I DINING ROOM FURNITURE X X NOT UNDER THIS PERMIT D8.2 SPECIFICATIONS GALVNIZEDT.F.&P. FLOAT & PAINT WALK-IN COOLER/FREEZER 193/300 = 1 OCC. ` cG.C. GAGE/GUAGE f) TIP. TYPICAL RESTROOM PARTITIONS X X NOT UNDER THIS PERMIT D8.3 SPECIFICATIONS C.C. GENERAL CONTRACTOR VAR. VARIES TOTAL OCCUPANTS 71 OCC. D8.4 SPECIFICATIONS GYP.BD. GYPSUM BOARD W. WIDTH PLUMBING FIXTURE X X NOT UNDER THIS PERMIT D8.5 SPECIFICATIONS W.R. WATER RESISTANT HOW. HARDWARE W.S. WEATHER STRIP > 50 OCCUPANTS 2 EXITS REQ'D / 3 PROVIDED ACCESSORIES X X NOT UNDER THIS PERMIT 09.0 VERIFICATION PLAN HVAC HEATING,VEN1LATING & AR CONDITIONING W/ WITH HT./H./HGT. HEIGHT WD. WOOD H.C. HOLLOW CORE DINING ROOM AND RESTROOM HR. HOUR FINISH INCL. BUT NOT LIMITED X x NOT UNDER THIS PERMIT INCL INCLUDING/INCLUSNE TO TILE AND PAINT INSUL. INSULATION/INSULATE INT./INTR. INTERIOR 71 OCCUPANTS /2 = 36 MALES & 36 FEMALES INTERIOR SIGNAGE X X NOT UNDER THIS PERMIT OFFICE COPY HAND DRYERS X X NOT UNDER THIS PERMIT CI TY THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE O� TIGARD RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE TV X X NOT UNDER THIS PERMIT REVIE D FOR CODE COMPLIANCE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED GENERAL BUILDING NOTES TO SUCH USE.IRE-USE, REIN TIS R PUBLICATION BY ANY METHOD, N WHOLE OR IN PART, IS PROHIBITED. TITLE TO SIGNAGE INCL. PERMITS X X NOT UNDER THIS PERMIT Approved: ] THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SIGNAGE FOOTING X X NOT UNDER THIS PERMIT OTC: I J - SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF FIRE DEPARTMENT NOTES THOUSAND SQUARE FEET OR PORTION THEREOF OF EACH FLOOR. THE ACCEPTANCE OF THE RESTRICTIONS. CANOPIES INCL. PERMITS X X Permit #: ,i. ,,r,,Q0 i 9 _ n n' a-7 1. FOR MAXIMUM OCCUPANT LOAD REFER TO LEGAL INFORMATION, OCCUPANT LOAD 13. ALL GALVANIZED FINISHES TO RECEIVE ACID WASH, NOTES TO CONTRACTOR LANDSCAPE X X NOT UNDER THIS PERMIT Address: \.‘\OM ifee 1. , THIS PAGE. FINAL APPROVAL OF THE OCCUPANT LOAD IS CONTINGENT UPON FIELD WHERE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS) ARE INCOMPLETESuite : J INSPECTION AND OBTAINING A FIRE PERMIT TO OPERATE THAT PORTION OF THE MISCELLANEOUS * �^ PREMISES AS AN ASSEMBLY OCCUPANCY. AMBIGUOUS OR CONTAIN CONFLICTING INSTRUCTIONS, DO NOT PROCEED UNTIL G.C. TO COORDINATE WITH OWNER AND VARIOUS VENDERS, By; Date: _�� 9. BHN S.DODSON 2. PLANS FOR PERMITS FOR AN AUTOMATIC EXTINGUISHING SYSTEM FOR KITCHEN 1, WHERE GAS SERVICE IS BEING PROVIDED, CONTRACTOR TO PROVIDE AN OUTSIDE RECEIVING CLARIFICATION FROM THE ARCHITECT IN WRITING. HOODS WITH FRYERS, INSTALLATION SHALL BE SUBMITTED IN TRIPLICATE FOR GAS SHUT-OFF VALVE CONSPICUOUSLY MARKED. 2. PROVIDE PROTECTION OF PEDESTRIANS AND PUBLIC DURING CONSTRUCTION. .623 • APPROVAL TO THE FIRE DEPARTMENT. 2. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED. 3. PROVIDE BARRICADES AND CANOPIES AS REQUIRED FOR PUBLIC SAFETY. PROVIDE BUILDING NOTES v, SANTA MONICA,CA 3. INTERIOR WALL AND CEILING FINISHES FOR ASSEMBLY AREAS SHALL NOT EXCEED 3. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL MINIMUM 6'-0" AWAY FROM CONSTRUCTION OR OTHER APPROVED MEANS OF 9/1', O� A FLAME SPREAD CLASSIFICATION OF 200 (CLASS III). SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS PROTECTION AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. NOTED OTHERWISE. 4. OBTAIN FACILITIES INVESTIGATION REPORT ISSUED BY BURGER KING COOPERATE 8f 11 �� 4. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT AND COMPLY. 1. PRIOR TO PERMIT ISSUANCE, SUBMIT FORMS FOR APPROVAL ADDRESSING REQUIREMENTS (AS APPLIES) TO THE TREATED IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES HANGINGS, ETC.) 5. OBTAIN BURGER KING REMODEL GUIDELINES ISSUED BY BURGER KING COOPERATE. CITY OF TIGARD WASTE MANAGEMENT PLAN FOR CONSTRUCTION AND DEMOLITION DEBRIS.5. PROVIDE DRAFT STOPS IN CONCEALED SPACES AS PER 2014 OREGON STRUCTURAL REQUIRED SUBMITTALS AND COMPLY. 2. SYSTEM TESTING AND ADJUSTING IS REQUIRED FOR ALL BUILDINGS LESS THAN 10,000 SQUARE FEET. SPECIALTY CODE.. GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS TO PROJECT OWNER 3. PRIOR TO PERMIT BEING FINALED, A COMPLETE REPORT OF THE TESTING AND ADJUSTING SHALL BE PROVIDED 6. TWO (2) FIRE EXTINGUISHERS RATED AT 2A 10BC SHALL BE MOUNTED ON WALLSTO THE OWNER OR OWNER'S REPRESENTATIVE AND FACILITES OPERATOR AND THE TESTING AND ADJUSTING FORM FOR APPROVAL BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL ALSO PROVIDE SIGNAGE SHALL BE COMPLETE AND PROVIDED TO THE INSPECTOR IF REQUIRED. IN ACCESSIBLE AND VISIBLELOCATION. ONE IN THE KITCHEN/FOOD PREP. AREA, ANY ADDITIONAL SUBMITTALS REQUIRED BY PROJECT OWNER, ARCHITECT, OR ENGINEER. R AND THE OTHER IN THE DINING AREA. A. PAINT ALL SIGNAGE AND SIGN DETAILS ARE UNDER SEPARATE DRAWINGS AND PERMIT, AND TO 7. THE INSULATION IN THE FREEZER AND COOLER SHALL HAVE A FLAME SPREADING BE SCHEDULED BY GENERAL CONTRACTOR. RATING NOT GREATER THAN 75 AND THE SMOKE-DEVELOPED RATING OF NOT OVERLAPPING AND CONFLICTING REQUIREMENTS: rigG MORE THAN 450. SEC. 707 FIRE BARRIERS, PROVIDE SPECIFICATIONS FOR THE REQUIRED SEPARATE SUBMITTAL INSULATION SHOWING THE FLAME SPREAD RATING AND SMOKE-DEVELOPED RATING. WHERE COMPLIANCE WITH 2 OR MORE INDUSTRY STANDARDS OR SETS OF VALIDITY OF PERMIT 8. PROVIDE ADDRESS NUMBERS AT LEAST EIGHT (8) INCHES HIGH, WHICH SHALL BE REQUIREMENTS IS SPECIFIED, AND OVERLAPPING OF THOSE DIFFERENT STANDARDS A. SIGNAGE(EXCEPT FOOTINGS AND FOUNDATIONS WHICH ARE INCLUDED IN THIS PLAINLY VISIBLE FROM ROADWAY. ESTABLISHES DIFFERENT OR CONFLICTING MINIMUMS OR LEVELS OR REQUIREMENTS OF PERMIT). Nom THE ISSUANCE OF A PERMIT QUALITY, MOST STRINGENT REQUIREMENT (WHICH IS GENERALLY RECOGNIZED TO BE VICINITY MAPBASED ON CONSTRUCTION 9. EACH DINING AREA SHALL HAVE ONE WHEELCHAIR SEATING SPACE FOR EVERYwCDE DOCUMENTS AND OTHER PP Title ® TWENTY SEATS. ADDRESS TO SUCH SEATING SPACE SHALL BE PROVIDED WITH MAIN ALSO MOST COSTLY) IS INTENDED AND WILL BE ENFORCED, UNLESS SPECIFICALLY NOT TO SCALE DATA SHALL NOT PREVENT AISLES NOT LESS THAN 42" CLEAR WIDTH. FOOD SERVICE AISLES SHALL BE NOT DETAILED LANGUAGE WRITTEN INTO CONTRACT DOCUMENTS (NOT BY WAY OF REFERENCE THE CODE OFFICIAL FROM LESS THAN 42" CLEAR WIDTH, WITH A PREFERRED WIDTH OF 42", WHERE PASSAGE TO AN INDUSTRY STANDARD) CLEARLY INDICATES THAT A LESS STRINGENT REQUIREMENT ` 21 Q REQUIRING THE CORRECTION OF STOPPED WHEELCHAIRS BY PEDESTRIANS IS DESIRED. IS TO BE FULFILLED. REFER APPARENTLY-EQUAL-BUT-DIFFERENT REQUIREMENTS, AND a. ® ` � � �1IUIIE9 OF ERRORS. OSSC 105.4 ACCESSIBLE SEATS ARE INTEGRATED WITH THE GENERAL SEATING TO ALLOW A UNCERTAINTIES AS TO WHICH LEVEL OF QUALITY IS MORE STRINGENT, TO ARCHITECT/ENGINEER FOR A DECISION BEFORE PROCEEDING. m . Ott$Qt ,• _T Stm, 4r 18..:-.1:: :IV ,_ LOCATION REASONABLE SELECTION OF SEATING AREA AND TO AVOID HAVING ONE AREA STORE #5282 SPECIFICALLY HIGHLIGHTED. _" iii �L MO TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGE DISPLAY SHELVES AND MINIMUM QUALITY/QUANTITY: 10105 SW NIMBUS AVE. DISPENSING DEVICES SHALL BE ACCESSIBLE. IN EVERY INSTANCE, QUALITY LEVEL OR QUANTITY SHOWN OR SPECIFIED IS INTENDED ¢ rd WO �� TIGARD, OR 97223 WHERE FIXED OR BUILT-IN TABLES, COUNTERS OR SEATS ARE PROVIDED FOR THE AS MINIMUM FOR THE WORK TO BE PERFORMED OR PROVIDED. EXCEPT AS OTHERWISE Sl A4040‘1t9i1WW1@ NO PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5% (BUT NEVER LESS THAN ONE) SPECIFICALLY INDICATED, ACTUAL WORK MAY EITHER COMPLY EXACTLY WITH THAT c ti� A MUST BE ACCESSIBLE. MINIMUM (WITHIN SPECIFIED TOLERANCES), OR MAY EXCEED THAT MINIMUM WITHIN SITE z 1 (< e� Sum II�F DATE 10. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL OCCUPANT LOADS SIGN REASONABLE LIMITS. IN COMPLYING WITH REQUIREMENTS, INDICATED NUMERIC VALUES n cctual,Ydth 09/1 6/1 9 AS PER 2014 OREGON STRUCTURAL SPECIALTY CODE. ARE EITHER MINIMUMS OR MAXIMUMS AS NOTED OR AS APPROPRIATE FOR CONTEXT JOB NO. 11. PROVIDE A CLASS K PORTABLE FIRE EXTINGUISHER IN AN APPROVED LOCATION OF REQUIREMENTS. REFER INSTANCES OF UNCERTAINTY TO ARCHITECT/ENGINEER FOR 210 jl&ding WITHIN 30 FEET OF THE CLASS I HOOD AND VENT SYSTEM. A PLACARD SHALL BE DECISION BEFORE PROCEEDING. La' 5Lozoissu1ifasam1F DRAWN BY CHECKED BY CONSPICUOUSLY PLACED NEAR THE EXTINGUISHER THAT STATES THE FIRE CITY OF TIGARD PROTECTION SYSTEM SHALL BE ACTIVATED PRIOR TO USING THE PORTABLE FIRE �S FERRO R �� / l I adGw � approved by tanning FIDEONAME JD EXTINGUISHER. 2014 OREGON STRUCTURAL SPECIALTY CODE SECTION 906. CHOI ,� er a FM Date: �' 1S- IQ 12. A MINIMUM OF ONE 2A10BC CLASSIFICATION FIRE EXTINGUISHER SHALL BE SNy, S 6 C51 Cover Sheet.dwg PROVIDED WITHIN SEVENTY-FIVE FEET OF TRAVEL DISTANCE FOR EACH SIX `f'9 I 0 Sw6' =F,; trf� 11�tiatS: AL - 21 o L<" =II to ifiliir*,p,,;;laiNni' C COVER SHEET 10 Sttottrats- j 112 w.itetnaliGladiTgi y QRiarnis frolfing NN, ,, . ..........„,„,„.,,,,,,Ja.,,,, CS . 0 �/{y • CONDITIONS OF APPROVAL IIL- ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA,CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 SECTION II. DECISION protection must be at least as wide as the entrance,a maximum of 6 feet above the top of NOTICE OF TYPE I DECISION the entrance, and a minimum of 3 feet in depth. The required weather protection may REV. DATE DESCRIPTION MINOR MODIFICATION MMD2019-00022 i111 0 Notice is hereby given that the City of Tigard Community Development Director's designee has project into the minimum front setback. APPROVED the above request.The findings and conclusions on which the decision is based are noted in BURGER KING Section IV, Staff reviewed the applicant's elevation drawings to confirm that the required building entrance (on the T I G A R D building's western facade)is recessed,and covered with a canopy.This canopy is wider than the entrance, and is located less than six(6) feet above the top of the entrance.Additionally,the recessed entrance and 120 DAYS =January 3,2020 SECTION III. BACKGROUND INFORMATION canopy provide a three-foot-deep area of weather protection for pedestrians.These standards are met. SECTION I. APPLICATION SUMMARY Site Information: B. Windows. Buildings or tenant spaces designed for ground floor use by Eating and Drinking The subject property is located at 10105 SW Nimbus Avenue, at the southwest intersection of SW Establishments, Sales-Oriented Retail, Repair-Oriented Retail, Personal Services, and Office FILE NAME: Burger King Nimbus Avenue and SW Scholls Ferry Road.The 2.42-acre site is made up of one (1) tax lot (WCTM uses must include a minimum of 50 percent window area on all ground floor street-facing CASE NO.: Minor Modification(MMD) MMD2019-00022 1S134AA, Tax Lot 1900), and contains two (2) commercial buildings, with associated parking and facades.(Ord.18-28§1) landscaping.The site is zoned Mixed-Use Employment 2(MUE-2),and is located in the Washington Square PROPOSAL: The applicant is proposing a minor modification to an existing fast food eating Regional Center Plan District.The site is partially located in the Federal Emergency Management Agency The subject property is located in the Washington Square Regional Center Plan District.The ground floor and drinking establishment (Burger King) at 10105 SW Nimbus Avenue. Special Flood Hazard Area; however, the proposed modifications are located outside of these sensitive windows design standard in the Washington Square Regional Center Plan District only requires a minimum Specifically,the applicant proposes to reduce the building footprint by 516 square lands. percentage of windows on street-facing elevations within the building setback(zero to 10 feet)along public feet, modify the roofline of the existing building,and to update the design and streets(CDC 18.670.080.B.2).The subject building is located more than 10 feet from the property lines that materials of the exterior building facades. The applicant also proposes minor SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS abut public streets (SW Nimbus Avenue and SW Scholls Ferry Road); therefore, the design standard upgrades to the site,in order to comply with the Americans with Disabilities Act. outlined above conflicts with the Washington Square Regional Center Plan District ground floor windows The applicant is not proposing any modifications to on-site parking, or on-site 18320 Commercial Zone Development Standards: design standard.CDC I8.670.020.B states that the standards and requirements in the Washington Square landscaping. 18320.040 Development Standards Regional Center Plan District govern in the event of a conflict. Accordingly, staff finds that the design A. Base zone development standards are provided in Table 18.320.1. standard outlined above does not apply to this proposal. APPLICANT: ADN Architects Attn:John Dodson The applicant is proposing a minor modification to an existing fast food eating and drinking 18.670 Washin on Scinare Regional Center Plan District: 1330 Olympic Boulevard establishment. Specifically, the applicant proposes to reduce the building footprint by 516 square feet, 18.670.080 Building Design Standards Santa Monica,CA 90404 modify the roofline of the existing building,and to update the design and materials of the exterior building B. Ground floor windows. facades. Staff reviewed the applicant's materials to confirm the modified building complies with the 1. Purpose.Blank walls along the street frontage tend to be neglected and are not pedestrian OWNER: Jerry Christopher Robinson Trust minimum setbacks and maximum height for the MUE-2 Zone. Additionally, the site will continue to friendly.Windows help keep"eyes on the street"that promote safety and security and can Nancy Bishop Dietrich meet the minimum floor area ratio of 0.3 for the MUE-2 Zone.There will be no change to maximum help create a lively street frontage by displaying activities and products within the building. 9701 SE McLoughlin Boulevard setbacks,lot coverage,or on-site landscaping.These standards are met. Lighting at night from ground floor windows also adds to the presence of activity and the Milwaukie,OR 97222 sense that someone is home. 18.320.050 Design Standards: 2. Standard.All street-facing elevations within the building setback(0 to 10 feet)along public LOCATION: 10105 SW Nimbus Avenue;WCTM 1S134AA,Tax Lot 1900 A. Entrances. streets must include a minimum of 50 percent of the ground floor wall area with windows, 1. A minimum of one entrance per building,or tenant space within a building without internal display areas, or doorway openings. The ground floor wall area is measured from 3 feet ZONING building access,must be visible and accessible from a public street.Additional entrances above grade to 9 feet above grade the entire width of the street-facing elevation.The ground DESIGNATION: MUE-2:Mixed-Use Employment 2 Zone.The MUE-1 and 2 zones are designed may face drive aisles,parking areas,or service areas. Hoot window requirement must be met within the ground floor wall area and for glass to apply to areas where employment uses such as office, research and doorway openings to ground level. Up to 50 percent of the ground floor window development, and light manufacturing are concentrated. Commercial and retail Staff reviewed the applicant's elevation drawings to confirm that at least one (1) entrance,located on the requirement may be met on an adjoining elevation provided the entire requirement is support uses are allowed but are limited,and residential uses are allowed that are building's western facade,will be visible and accessible from a public street(SW Scholls Ferry Road).This located at a building corner. compatible with the employment character of the area. Lincoln Center is an standard is met. example of an area designated MUE-1, a high-density mixed-use employment The subject building is located more than 10 feet from the property lines that abut public streets (SW zone. The Nimbus area is an example of an area designated MUE-2, requiring 2. A required building entrance must be at an angle that is no more than 45 degrees from the Nimbus Avenue and SW Scholls Ferry Road).Therefore,this standard does not apply. more moderate densities. street that it faces. C. Building facades. APPLICABLE Staff reviewed the applicant's site plan to confirm that the required building entrance (on the building's 1. Purpose.Straight,continuous,unarticulated walls lack interest,character,and personality. REVIEW western facade)is at an angle that is no more than 45 degrees from the street that it faces(SW Scholls Ferry The standard provides minimum criteria for creating a diverse and interesting streetscape. CRITERIA: Community Development Code Chapters 18.320,18.670,and 18.765.060.D Road).This standard is met. 2. Standard. Facades that face a public street must provide at least one of the following features at least every 50 feet: 3. A required building entrance must be covered, recessed, or treated with a permanent a. A variation in building materials; architectural feature that provides weather protection for pedestrians.The requited weather b. A building off-set of at least 1 foot; MMD2019-00022 Burger King 1 MMD2019-00022 Burger King 2 MMD2019-00022 Burger King 3 c. A wall area that is entirely separated from other wall areas by a projection, such as an appealable locally,and is the final decision of the City. arcade;or The applicant is proposing a minor modification to an existing fast food eating and drinking d. By another design features that reflect the building's structural system. Buildings establishment. Specifically, the applicant proposes to reduce the building footprint by 516 square feet, - THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE greater than 300 feet in length must provide a pedestrian connection between or modify the roofline of the existing building,and to update the design and materials of the exterior building THIS DECISION IS FINAL ON SEPTEMBER 9, 2019, RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE through the building. facades.The applicant also proposes minor upgrades to the site,in order to comply with the Americans AND BECOMES EFFECTIVE ON SEPTEMBER 10,2019. PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LINKED with Disabilities Act. As outlined in the findings above, this proposal complies with all applicable +� ,. - - TO SUCH USE. RE-USE REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO The northern, eastern, and western building facades face public streets (SW Nimbus Avenue and SW commercial zone development and design standards, and Washington Square Regional Center Plan THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT Scholls Ferry Road). Staff reviewed the applicant's elevation drawings to confirm that design features, District design standards.Accordingly,staff finds this proposal will have minimai impacts on surrounding Questions: WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND such as a variation in building materials, or a building off-set of at least one (1) foot, are provided on properties,sensitive lands,or public facilities,and meets the definition of a minor modification. SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF these street-facing building facades.These standards are met. If you have any questions,please contact Lina Smith at(503)718-2438 or LinaCSAtigard-or.gov. THE ACCEPTANCE OF THE RESTRICTIONS. 2. It does not cause the development to go out of conformance with any applicable standard R[/D. Weather protection. or further out of conformance if already nonconforming,except where an adjustment has ) ��$ �/QC 1. Purpose. Weather protection is encouraged to create a better year-round pedestrian been approved. c::::: .--•"'"________ .0;14.2.7e....._ _ �N. 1 environment and to provide incentive for people to walk rather than drive. September 9.2019, r^ 2. Standard. Weather protection for pedestrians, such as awnings, canopies, and arcades, Staff reviewed the applicant's materials to confirm that this proposal does not cause the development to go APPROVED BY: Lina Smith,Assistant Planner ..1HN S.DODSON , Community Development Director's Designee _—. must be provided at building entrances.Weather protection is encouraged along building out of conformance with any applicable standard,or further out of conformance if already nonconforming. .623 7 frontages abutting a public sidewalk or a hard-surfaced expansion of a sidewalk,and along This standard is met. • building frontages between a building entrance and a public street or accessway. da SANTA MONICA,CA D. Approval criteria. The approval authority will approve or approve with conditions a minor �' Public building entrances are located on the southern and western facades.Staff reviewed the applicant's modification application when all of the following criteria are met: elevation drawings to confirm that canopies are provided at these building entrances for weather 1. The proposed modification qualifies as a minor modification as defined in Subsection 9fc 8 F t�e0� protection.These standards are met. 18.765.060.A; I) E. Building materials. As demonstrated in the findings above,this proposal qualifies as a minor modification as defined in CDC 1. Purpose.High quality construction and building materials suggest a level of permanence 18.765.060.A. and stature appropriate to a regional center. 2. Standard. Plain concrete block, plain concrete, corrugated metal, plywood, sheet press 2. If the proposal involves the modification of a condition of approval, at least one of the board,or vinyl siding are prohibited as exterior finish materials.Foundation material may following criteria is met: r6Fga be plain concrete or plain concrete block where the foundation material is not revealed for a. The condition cannot be implemented for reasons outside the control of the applicant more than 2 feet. or property owner; b. The condition is no longer needed or warranted because circumstances have changed; The applicant is not proposing to utilize any of these prohibited building materials. These standards are or met. c. A new or modified condition better accomplishes the purpose of the original condition. F. Roofs and roof lines. The applicant is not proposing to modify a condition of approval.This criterion does not apply. pc 0 rov1 0 1. Purpose. Roof line systems that blur the line between the roof and the walls of buildings should be avoided.This standard simply states that roofing materials should be used on CONCLUSION: This proposal qualifies as a minor modification to an existing development, as the roof and that wall finish materials should be use on building walls.The premise is that defined in CDC 18.765.060.A,and is in compliance with all applicable standards future buildings in the WSRC should have a look of permanence and quality. of this Title. 2. Standard.Except in the case of a building entrance feature,roofs must be designed as an extension of the primary materials used for the building and should respect the building's SECTION V. PROCEDURE AND APPEAL INFORMATION structural system and architectural style.False fronts and false roofs are prohibited. Notice: LOCATION Staff reviewed the applicant's elevation drawings to confirm the proposed roof is designed as an extension Notice was provided to: of the primary materials used for the building, and respects the building's structural system and STORE #5282 architectural style.The applicant is not proposing any false fronts or false roofs.These standards are met. X The applicant and owner 10105 SW NIMBUS AVE. 18.765 Modifications: Final Decision: TIGARD OR 97223 18.765.060 Minor Modifications A. Definition.A minor modification has the following characteristics: A minor modification is a Type I procedure.As such,this decision is final for purposes of appeal on the 1. It has minimal impacts on surrounding properties,sensitive lands,or public facilities;and date it is mailed or otherwise provided to the applicant, whichever occurs first. This decision is not DATE MMD2019-00022 Burger King 4 MMD2019.00022 Burger King 5 MMD2019-00022 Burger King 6 09/16/19 JOB NO. DRAWN BY CHECKED BY DO JD FILE NAME CS1 Cover Sheet.dwg COVER SHEET . CS1 . 1 CLEARANCE O ,1\ O CENTERED ON GRAB BARS TO COMPLY WITH CBC SECTION 11B-609 TACTILE WHITE6- , CHARACTERS Q �, TILE WALL FINISH BLUE (5,, r cv GYPSUM BOARD � 7 j ' o I I I/� 2x BLOCKING TYPICAL �ti ;,,�. \ �� I I * 1. MTG. KIT #9684 TWO 3" LONG SCREWS & AB C s 0\ " L — -- IMO WASHERS (1-KIT PER FLANGE) AT METAL 6"14X. �J7„-25 �' U � STUD WALL. 3 c • • cI1 _ jr18” MIN. J, ? a w *lir& �f �f Q n WOOD FRAME WALL MOUNTING DETL. MTG. KIT (A) (B) ! r ' m 9686, TWO 10x2 1/2" LONG PAN HEAD MTL. 11. ARMET DAVIS NEWLOVE & ELEAION LN ❑ ¢ i- SCREWS Se WASHERS/(1-KIT PER FLANGE) WOMEN MEN RESTROOM ASSOCIATES, AIA ARCHITECTS r`] X w U < Q Cc GRIPPING SURFACE DIA. OR WIDTH TO BE : co m 1 1/4" MIN. TO 1 1/2" MAX. 6" MIN. RAISED LETTERS WITH GRADE 2 BRAILLE (TYP.) 1330 OLYMPIC BLVD. irr-,--)0 - 0 i SANTA MONICA,CALIFORNIA 90404 13 TOE CLEARNACE REQUIRMENT ' v PH 310452-5533 FAX 3104504742 NOTE: SIGNS PER (ICC A117.1 703.5 AND PER CH.-7) CS2 SCALE: N.T.S. REV. DATE DESCRIPTION 3 GRAB BAR MOUNTING *PROVIDE COMBO SYMBOL AT CORRIDOR DOOR TO RESTROOMS - WHERE OCCURS J< 0CS2 SCALE: N.T.S. 1. ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH w _ z 1)0" Mp,)(,, EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD SHALL BE PROVIDED AND ON DOORWAYS 8" IN 8" IN z W J w LEADING TO WOMEN'S SANITARY FACILITIES, A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER SHALL N � BE PROVIDED. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 58" TO o 60 INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND .� �� ,may �- = o CONTRAST OF THE DOOR. 1' ` TIJ j ¢ UNOBSTRUCTTED SIDE REACH 2. ON SHDOORWAYS PROVIDED. TO UNISEX SANITARY FACILITIES, AN EQUILATERAL TRIANGLE MOUNTED ON A CIRCLE Z % o a) = I.\k _ z\ N K' `�' �' " • ' a z SCALE: N.T.S. 3. ADA SIGNS FOR THE VISUALLY IMPAIRMENT WITH 6 IN. PICTOGRAM, RAISED LETTERING AND BRAILLE TO BE o J MOUNTED ON THE LATCH SIDE OF THE WALL ADJACENT TO THE RESTROOM. RAISED CHARACTERS AND 11 MI ,25 MAX, 11' MI r -, MIN. D�- 4'-0" , BRAILLE SHALL BE LOCATED 48" MIN. A.F.F. OR GROUND SURFACE MEASURED FROM THE BASELINE OF oo z(A) (B) THE LOWEST LINE OF BRAILLE AND 6O MAX. A.F.F. OR ABOVE GROUND SURFACE MEASURED FROM THE I INBASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. SIGNS SHALL BE INSTALLED ON THE WALL 4 J ADJACENT TO THE LATCH OUTSIDE OF DOORS. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, ELEVATION PLAN ELEVATION CLAVATORYTdr--- RAISED CARACTERS - - `� \ SIGNS SHALL BE PLACED AT THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL E.)( I BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED I • / 13 1/2"Jr MIN. ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED 14 KNEE CLEARNACE REQUIRMENT 5/8 - 2 / e ALNOTO DEPTHED UR HPOSITION AND 45 DEGREE OPEN POSITION. 10 MAX., 10" -24" MAX. INTERNATIONAL SYMBOL CS2 SCALE: N.T.S. 1 3/8"- 1/2" NOTE: HAND OPERATED FLUSH CONTROLS SHALL SCALE: N.T.S. BE MOUNTED AT A MAXMUM HEIGHT OF 44" A.F.F. GRADE II BRAILLE • _ 3 8" MIN. , 9 URINAL PLAN URINAL ELEVATION / 97" IN-SWINGING DOOR / 60" MIN. / 12" MAX. / 36" MIN. ❑ ❑� �� N 42" MIN. t 18" RAISED CHARACTER (ICC 117.1 CH.-7): �� \ 12 MIN. 24" MIIV� / y MIN." • CHARACTERS SHALL BE RAISED 1/32" MINIMUM ABOVE THEIR BACKGROUND, UPPER CASE, Q - '..4 \' F r z 7 \_ \ . SANS SERIF TYPE, SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER .r - N Q I "0" IS 60 MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". ' STD. LAYOUT OF ACCESSIBLE URINAL = �I, 24 \� I l • CHARACTER HEIGHT MEASURED FROM THE BASELINE SHALL BE 5/8" MINIMUM AND 2" x _ r ? az .,,,;,,, r ,-MAXIMUM BASE ON THE HEIGHT OF THE UPPERCASE LETTER I". ,�, CS2 SCALE: 1/4" = 1'-0° ��_ 6 • STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF THE 4 MAX. •cam- 17�-1 \ of HEIGHT OF THE CHARACTER. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO tI _ 1 \ m - z 30\,.., \� �, CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD �� t R SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN 59" MIN. IF DOO34" \ \ oo _ �f INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8" MINIMUM AND 4 TIMES THE RAISED /SWINGS IN W/ OR CHARACTER STROKE WITH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, FLs. / SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16" MINIMUM AND 4 TIMES MOUNTED W.C. THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. 4 4-0 STD. TOILET PLAN CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS MIN. Q " 18" 32" MIN. _ 3/8" MINIMUM. 17"-25" 1 -5 MIN. 60" MIN. MIN. CLR. ' • SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A - �= �, / / NOTE: SEE PLAN MESSAGE SHALL BE 135% MINIMUM AND 170% MAXIMUM OF THE RAISED CHARACTER HT. 8 OBSTRUCTED HIGH SIDE REACH i 8"MIN 2(0 1 " �, 36 MIN. / FOR EXACT LAYOUT 1 CS2 SCALE: N.T.S. N \ �\ 1 r 12 MIN. L24' MIN. STD. TOILET PLAN PLACEMENT/LOCATION (ICC 117.1): I �, o o / � / PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF °O�- L_ - " J �' o - _ v ~ m �x ' THE DOOR. SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY ,,fi .-r- im ;' - ,� -r"-) a K `�' 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF w ,,, N m _ o 1� 71\••,1/4...„ FLUSH - 42" MIN. ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. 30"x48" CLEAR \ ,` 0° ? l l l ACTIVATOR 250 LB. CAPACITY FINISH & CONTRAST: FLOOR SPACE 11" MIN. e \ m \ JJ '. \ ON SDEWIDf 54" MIN. / GRAB BAR IA'. �„ dr-l;? •x Z �2" SEAT COVER CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. ...1- DISPENSER CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT NOTE: HOT WATER/DRAIN PIPES SHALL - " ' CHARACTERS ON A DARK BACKGOUUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. BE INSULATED OR OTHERWISE COVERED \ ,1/4T.O. G 40 BAR r c~ cc THE USE OF THESE PLANS AND SPECIFICATIONS SHALL. BE WITH NO SHARP OR ABRASIVE SURFACES. n L/±)1-- RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE LITERARY BRAILLE STANDARD DIMENSIONS (ICC 117.1): w ,,, PREPARED AND PUBIJCATION THEREOF IS EXPRESSLY UNITED _ ! -ar CD p, Z,.-=i 0 = — TO SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO DOT BASE DIAMETER .059 TO .063 IN. LAVATORY PLAN LAVATORY ELEVATION 24"I _, Q 0 THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT ' n �/ / J WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND DISTANCE BETWEEN TWO DOTS IN THE SAME CELL .100 IN. \ ��r SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS .300 IN. -6 32" MIN. �"-9/ THE ACCEPTANCE OF THE RE5TRICTiONS. DOT HEIGHT .025 TO .037 IN. r )MIN.4' CLR. '� \�� o f i ale DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW .395 IN. �`�� TOILET ELEVATION DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS , TOILET PLAN HN S.DODSON DISTANCE BETWEEN DOTS IN THE SAME CELLSTD. LAYOUT OF ACCESSIBLE LAVATORY STD. LAYOUT OF ACCESSIBLE TOLIET 6623 7 DISTANCE BETWEEN DOTS -IN THE SAME CELL N �� SCALE: 1/4" = 1' 0" SCALE: N.T.S. SANTAMONICA,CA ° \ O • • O 01 SINGLE BRAILLE CELL 4:47-. ,, • c• 0 O O L.O "' •/ , IF D�� DISTANCE BETWEEN / BLANK BRAILLE CELL �� CORRESPONDING DOTS ___,/,,/ f -� FROM ONE CELL • 0 1 ,•;O • ( '`r RAISED DOT DIRECTLY BELOW • • I 0 0 I • • BASE DIAKETER �• 0 L2 2j 0 ;Oi-. — NO RAISED DOT 11 STD. VISUAL/TACTILE SIGNAGE 9 UNOBSTRUCTED FORWARD REACH 141c6;a0 CS2 SCALE: 1/2" = 1'-O" CS2 SCALE: N.T.S. preiNG , Pw4OPvO (...... 1111 (.10000Ali (...10)111 / Q u L 1 0 0 \ / LOCATION 20" MAX. >20" - 25" MAX. ` ` \ _ _ C \ STORE #5282 OPERABLE PARTS AT J °' 10105 SW NIMBUS AVE. A 446MAX. HT. TYP. © z a(HSPIAY CONDITIONS /� -•�, m c w o ; TIGARD, OR 97223 st ¢ z O THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED ON: ��- — _,I, 400d 0 a DATE • PARKING SPACES DESIGNATED AS RESERVED FOR INDIVIDUALS WITH DISABILITIES } I - o I- C • ACCESSIBLE PASSENGER LOADING ZONES a I x¢ WI 0 0 09/16/19 • ACCESSIBLE ENTRANCES (INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNAGE m m a� ' .n JOB N0. TO INDICATED THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE) In illa; �;,,� "` 'i' • ACCESSIBLE TOILET AND BATHING FACILITIES 11,� AL. 1 DRAWN BY CHECKED BY �:�(: .� (� I \ \ \ DO JD SANITARY BABY HAND SEATCOVER, FILE NAME ENTRANCE TO BUILDINGS AND FACILITIES THAT ARE ACCESSIBLE TO AND USEABLE BY PERSONS �/ ,� iiVIIWSEATCOVER PAPTERTOWELS SOAP MIRROR PAPERTOWELNAPKIN CHANGING DRYER TOLIETPAPER WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF / DISPEN. TRASH DISPEN. TABLE COMBO. - CS2 Accessibility Details.dwg ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT COMBO. JUNCTIONS WHERE THE ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR ACCESSIBILITY DETAILS CIRCULATION PATH, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS. IN EXISTING BUILDINGS AND FACILITIES, ENTRANCES WHICH ARE NOT ACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE COMPLYING WITH SECTION (ICC A117.1 CH.-7) THAT INDICATES THE LOCATION OF AND ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 10 OBSTRUCTED HIGH FORWARD REACH 6 STD. HEIGHT REQUIREMENTS CS2 12 INTERNATIONAL SYMBOL OF ACCESSIBILITY CS2 SCALE: 3/4" = 1'-0" CS2 SCALE: N.T.S. CS2 SCALE: N.T.S. SITE PLAN NOTES 1... REVIEW CONDITION OF EXISTING CONCRETE FLAT WORK AND CURB, REPAIR AS REQUIRED. SEE DETAILS 1 THRU 4 SHEET C2 FOR CONCRETE CURBS AND FLAT WORK. 2. NEW CONCRETE FLATWORK TO HAVE #4 BARS AT 16" O.C. E.W. OVER 2" OF SAND . REVIEW CONDITION OFI EXISTING CONCRETE FLATWORK AT DRIVE THROUGH LANE AND PARKING LOT, REPAIR AS REQUIRED. • 4. RE-STRIPE PARKING SPACES AND DIRECTIONAL ARROWS AS REQUIRED. 5. G.C. TO REVIEW CONDITION OF LANDSCAPING INCLUDING BUT NOT LIMITED TO; EX. / LAWN, TREES, SHRUBS, PLANTING BEDS, LANDSCAPE TIES, FENCES AND DECORATIVE =F'- / WALLS AND IRRIGATION SYSTEMS AND REPAIR AS REQUIRED. ,'; 6. SEE DETAILS 1 AND 2 SHEET C2 FOR CONCRETE CURB AT WALKWAY AND LANDSCAPE ?, / AREAS. / 7. SEE DETAILS 3 AND 4 SHEET C2 FOR CONCRETE FLATWORK TOOL JOINT AND / EXPANSION JOINTS. / 8. CURB RAMPS SHALL BE MAXIMUM 6" HIGH AND 6'-0" LONG WITH MAXIMUM 1:12 ARMET DAVIS NEWLOVE & / / 9. ACCESSIBILITY DETAILS ARE LISTED ON SHEET C2 FOR COMPLIANCE PURPOSES. ASSOCIATES, AIA ARCHITECTS / VERIFY AND IF NONE EXIST, PROVIDE. IF DAMAGED/UNREADABLE OR NON-COMPLIANT, / REPLACE. 1330 OLYMPIC BLVD. / / 10. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE SANTA MONICA,CALIFORNIA90404 / / CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. (CHAPTER PH 310 452-5533 FAX310450-4742 / O / \ 4 ACCESSIBLE ROUTES). 47 / 11. 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 REV. DATE DESCRIPTION / / LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT / / \ PERMITTED. (CHAPTER 4 ACCESSIBLE ROUTES) DETECTABLE WARNING PRODUCT APPROVAL - ONLY APPROVED DIVISION OF THE STATE ARCHITECT, ACCESS / 0 / \ COMPLIANCE (DS/AC) APPROVED DETECTABLE WARNING PRODUCTS AND DIRECTIONAL / / SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ICC: CHAPTER 4 ACCESSIBLE / ROUTES. / \ I 12. PROVIDE UNAUTHORIZED VEHICLES I ACCESSIBLE SPACE SIGN IF NONE EXIST. SEE / • / DETAIL 12 SHEET C2. • / / 13. RE-STRIPE PARKING LOT IN KIND PER CITY OF SAN JOSE. fil:C) / / 14. PRESSURE CLEAN DRIVE TROUGH LANE. / / 15. REPAIR BROKEN AND CRACKED CONRETE ND FLATWORK TYP. THROUGH-OUT. 16. TRASH YARD NOTES: / 44 / '� 16.1. REPAIR CONCRETE APRON AT TRASH YEARD / / ~�65 o 16.2. REPAIR AND RE-PAINT DOORS, AND GATES. DEAIDIJSH DOSING ROOF,AND STRUCTURE P • 17. PAINT ALL PARKING LOT LIGHTS, REPAIR FIXTURES AS REQUIRED. FOUNDATION oDLUNNs,FOOTINGS""° =�• 18. REPAIR MENU BOARD, PARKING LOT SIGNS, REPLACE FACES, AND PAINT SIGNS BLACK. FOUNOATNkI ANO NDS ro FINISHED . �+ + ui+oscwwc•D _AS '� REPAIR DAMAGED CONCRETE AT BASE. / / / THROUGH CONCRETE 19. PAINT PYLON SIGN POLE BLACK AND PAINT CABINET SILVER. / / 20. G.C. TO REPAIR ALL POT HOLES AND CRACKS W PARKING LOT, PARKING LOT TO BE / SI / \ t F D THRU SEAL COATED, AND STRIPED. 21. G.C. TO REPAIR LANDSCAPE AS REQUIRED, DEAD PLANTS TO BE REPLACED AND G.C. / / I TO VERIFY IRRIGATION SYSTEM IS IN GOOD WORKING AND REPAIR/REPLACE AS / / �L� im, REQUIRED. O 22. EXISTING LIGHTS AS SHOWN. NO CHANGE. / / Q�'' / '�j/ - 23. DIMENSIONS SHOT ARE ROUGH AND FOR REFERENCE ONLY AND NEED TO BE „How / / �y O, ___ / VERIFIED IN THE FIELD BwvE � /` SO(‘ Z , , _ G / ��j�i EX. BURGER KING RESTAURANT i__ �_ W PROJECT INFORMATION / / /� " TO BE RENOVATED _ / / ! � EX. 3,768 S.F. (APPROX. INCL. / / �j �`r ��j / GREENHOUSE) JOB DESCRIPTION: SITE WORK - REWORK WALKWAY, ACCESSIBLE / / // 9 �� r �j PROPOSED: 3,252 S.F. , \ 0 {N) ,COME POWER 1111? PARKING SPACES TO BRING THEM UP TO CODE, AND AS NOTED. OZia . ri i FOR DATA-SLACK TO / / .- / i /��// // MENU BOARD • \10 DM • WINDOW EXTERIOR RENOVATION - IMPROVE BUILDING WITH CEMEN1111OUS / / / j < � �/ (N) ' RLN 120 r CIRCUIT ro ORDER SIDING BOARD, TRIM AND PARAPET COPING. / j L /// / /, OONFWNA UNIT AND DATA LINE / / LX. wuK T'P {E E051ING GREENHOUSETO DoiaE - /_ - /,�/ \ lei 0 ZONING: COMMERCIAL PEDESTRIAN, FACILITY IDENTIFIER; 2698 / / / !+a • ZONING ABBREVIATION: CP DEVELOPED AS PD. + LOT AREA: 105,415 S.F. (TOTAL CENTER) /j ) / / r BUILDING AREA: 3,768 S.F. GROSS FOOTPRINT EX. / / o ` -__, ' 3,234 S.F. GFA AFTER DEMO. OF GREENHOUSE r / / // �, (E) F�1WOgK - LANDSCAPE AREA: 26,530 S.F. (VERIFY) DDSTING ROOM' / BE DEMOLISHED-TrP. LANDSCAPE AREA SITE RATIO: 25.2% / (� J� /, (E)scow</PAP AND ABLE / P::::] GI COMPLIANCE iINNauaNc WORKED a KNOT LIMED , + PARKING STALLS: 82 STANDARD STALLS /"". TO;SLOPE,TRUNCATED DONE%AMU - - '(N OR DC) - STRIPING PRE sEu BOARD (E)COSTING ADA PARKING STALL- HANDICAP PARKING STALLS: 4 '- CONTRACTOR TO 418 COMMONS FOR swPE,SIp7AGE / AND REWORK» a0 LEGEND -0 iz=i5 j (E)COSTING SIZE LIGHT '� . '4114 ...---- 41111 rvo cl, j, \x NEW CONCRETE FLATWORK, SEE t 'I • . DETAILS 3/C2 AND 4/C2 FOR / :. TOOL JOINT (T.J.) AND CONTROL . JOINT (C.J.) (E)PATH OF TRAVEL TO BE • All RE-WORKED FDR ACCESS�JIY . "'INCORPORATING RAMP AS REWIRED, . /. CROSRMIPS SLOPE WOHBNNUNGS PER - 11110W-471)CLEApANCE S�/ /- CODE-BY LL ' +. + + EXISTING LANDSCAPE AREA N I {OI CR CTIn i TI I + + + + / // THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE / ` RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE Q tP) y w W SUPRCH�USE.ED RRE-USE,D CATION REPRODUCTION IS UPRESSLY OR PUBLICATION UNITED TO ANY y y EXISTING LANDSCAPE AREA METHOD, 1N WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND / ARCHITECT / - Ca Agi,111kiili W W W OUT PREJUDICE.FlNSUAL CNTAGTCATIONS SWITH THESE WITH PLANS AND __ DI•�pMUS-TYP. SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE / -- - - ACCEPTANCE OF THE RESTRICTIONS. 44t. eer .s HN S.DODSON ..23• • . ars SANTA MONICA,CA i r � _� r22• , 6 �'=4 • VERT t`` 0 f 110.74 ® ------\ (JG NEPAL APPROX.27.000 S.F.$,F.(NOT A PART) \`., \ 011166111 114111 it \CC) \\cr? • \ Allikk iga f 'O O• `x A LOCATION / STORE #5282 III 10105 SW NIMBUS AVE. TIGARD, OR 97223 `,_ 230_ • � DATE ~� 1• 09/16/19 ,— - � / - X28.72 ', / JOB NO. ' / '` ----c• DRAWN BY CHECKED BY �'� - x j / _�r� /x� DO JD - 1110 0' _ 0'/- _ 9 FILE NAME _ MIIII _ . -. _ ... / A1.0 Site Plan.dwg j ./ - --=-_,. SITE PLAN N SITE PLAN 0' 5' 10' 35' 75' SCALE 7"-20'A'• C S E -BLUE PAINTED LOCATE WHEEL BUMPER ±3'-4" FROM END OF l TRUNCATED DOMES, r• .. STALL STRIPING, SEE SITE PLANS and DETAILS FOR OD I I SEE PAINT WHITE TO SECTION EXACT LOCATIONS. RAMP 1:12 ® Z MATCH STRIPING :f I � '. :: 1 DN MAX. / I R 1/2" 3 w EPDXY FORTIFIED �''-v---- VINYL/ACRYLIC WATER BASED , TOP OF AC. PAVING r A.C. PAVING - SEE WEAKENED PLANE JOINTOf i HIGHWAY PAINT II , ) \ SITE PLAN SINCLAI TRAFFIC MARKING 1� , VERIFY W 5'-0" O.C. MAX. SPACING (2) #3 REBARS \ 4" WIDE BLUE SOILS REPORT \\/ 6 OR EQUAL FIN. GRADE AT PLANTER I 6 PAINTED STRIPING 1 N� ADJOINING WALK PAINTED STRIPE ` WHEEL STOP AT 3'-0" 0/C MAX. \ CROSSING 9 SIGN o ARM' i DAVISE �,%;- WALK _� ASSOCIATES, ARCHITECTS co Z INI N ,�, ,,, / �,� PLAN �"� _ �� DETECTABLE 9 -D" MIN. O.C. ��. 5'-+ IN. tst/ 1330OLYMPIC BLVD. "' cii2 WARNING �� VAN-12'-D" MIN. O.C. 4 SANTA MONICA,CALIFORNIA 90404 + NO. 4 BAR CONTINUOUS <)0. �- / 10" '�l7��0. •-•*----; PH 310 452 5533 FAX 310 450-4742 N �. r 8 8" i ;' 0 • '' TYP. - lo - R ��iii/.! °° NO SEPARATION 4 WIDE REFLECTIVE ' I" I % 5 REBARS 18 LONG HIGHWAY PAINT (2 COATS - REV. DATE DESCRIPTION i� CURB, RAILING, ETC # ) �` /,/" 1/ ¢S CONC. CURB y„/,,,,,,%,;(w /C'/ , / 4'-O" 18, 1,-4„ 8„ r , ! (AR f�, ,,,8-1, r ► vi/14 - �� il +; '•• \. 11„ NOTE: Y ELEVATION I ' NQ EXP. JTS. TYP. 1/2” WIDE 9 � ,rJT. MAT'L AT 20'--O" O.C. AR�` � 12" OF INTERSECTION II EPDXY TO / II - 12 HIGH WHITE \ A.C. PAVING IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE WALKING SURFACES NOT SEPARATED BY LETTERS CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE DIRECTIONAL ARROWS BOUNDARY BETWEEN THEM IS DETERMINED BY A CONTINUOUS DETECTABLE WARNING COMPLYING WITH 9 PRECAST CONC. WHEEL STOP ACCESSIBLE PARKING STALL CDCONCRETE CURB AT PLANTER 410INCLUDING BUT NOT LIMITED TO(TYP) ICC 117.1 INCLUDING BUT NOT LIMITED TO: CH 4.SCALE: 3/8" = 1'-0" C2 SCALE: 1 1/2" = 1'-D" SCALE: N.T.S. SCALE: 1 1/2" = 1'-0" o, FULL WIDTH `, �� 1/2" RADIUS ON CORNERS SIM. 48" MIN. CURB RAMP (SHALL gik J BLUE REFLECTORIZED SIGN CONSTRUCTED \A\c'cEv'sAsN.I.BLE NOT EXTEND INTO THE OFPORCELAINSTEELWITHBEADEDTEXTACCESSIBLE AISLE) . A.C. PAVING - SEE CONCRETE WALK - SEE SITE PLAT SITE PLAN 6„ FOR FINISH OVER 4" MINIMUM 1R 1/2" / / NON-EXPANSIVE MATERIAL ACCESSIBLE ROUTE --'� 6'-0" (VERIFY WITH SOIL REPORT) SIGN V-0" '-0" SIGN �,' 0" w f 41' 1 OCATIOf� �LOCATIO I / AT EACH PARKING SPACE FOR PERSONS Q • II - , 36" •t PARKING ONLY AIREFLECTH BROIZED 51GNILITIES LPERNAMENTLYBE D BY ` � r .. _ • WHEEL STOP (TYP.) 4 ell allit1.. MINIMUM FINE $250 POSTEDSTADL GENT TO ND VISIBLE FROM -� WHITE 4" WIDE LINES /36` TYP. X 8.33% z a _ ''i 7 ��TRUNCATED DOMES a CONC. WALK MAX. a ca 36' 3 I WHERE INDICATED I I SEE SITE PLAN 00 z I 4' , FULL WIDTH 3'-0" L VAN Cr,"VAN ACCESSIBLE" LANGUAGE MAY BE �� ` - NO. 4 BAR CONTINUOUS J z11111 „ ,� i� COMBINED WITH THIS SIGN. GREASE OR SLEEVES AT E.J.'S PAVEMENT MARKING J Y ANGLE 48 MIN. 6"MIN. ACCESSIBLE ORIENTATION FOR 8"MAX. ` NI ET_REQ'D. SEE FIG. 6 E FIELD LAYOUT z J FOR DIMENSIONSgO° MI TAPERED CURB ~II L.: o Li Q o� MOUNT 'VAN ACCESSIBLE" SIGN DIRECTLY 9 RAMP TO BE FLUSH 'c, Z ACCESS AISLE —� W/WALK & A.C. PAVING Q -�— z a z i BELOW MIN. FINE SIGN WHERE OCCURS NOTE: Q z - z o EXP. JTS. TYP. 1/2" WIDE i N I PE' FLI2 JT. MAT'L. AT 2O'-0" O.C. Ik Q , Z a LOCATE AT THE HEAD OF MAX. AT TANGENCY & WITHIN i, 9'-0" �$'-0" MIN , 9'-0" / ,5r.`L 2J, _ a Q EACH ACCESSIBLE STALL. 12" OF INTERSECTION `�' N,1,� 4�� ?�, PER CODE(ICC 117.1) - SEE SITE PLAN 16 ACCESSIBLE PARKING STALL INTEGRAL MATERIALS TO PROVIDE • 90"-.92" IIIA -1--1: CURB RAMP 6 ACCESSIBLE PARKING SIGN ( CONCRETE CURB AT SIDEWALK CONTRAST BETWEEN DETECTABLE BASE) C2 SCALE: N.T.S. WARNINGS & ADJACENT SURFACES \� e C2 SCALE: N.T.S. C2 SCALE: N.T.S. \,,,...C2,1 SCALE: 1 1/2" = 1'-O" DOMES TO BE: / i A. CAST-IN-PLACE (HIGH) /-, _ . B. STAMPED TRUNCATED �' C. PREFABRICATED DOMES `► • 'NI, FINISH PER SITE PLAN 22""OEA. SIDE OF JOINT THE USE OF THESE PLANS AND SPECIFlCATIONS SHALL BE _ • • Z RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE N M —, CONC. PAVING PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO [Vs 181 SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY ,-�� p 1i METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE Co , N. I J (16010\°` "INTERNATIONAL PER SOILS PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT SYMBOL OF REPORT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND DOMES CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR REVERSE. Ji ." SPECIFICATIONS SHALL CDNSTITUTE PRIMA FACIE EVIDENCE OF THE ACCESS" TO BE 2" /f It 2" ACCEPTANCE OF THE RESTRICTIONS, �o MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OR WALKING SURFACE. z_ z PAINTED TRAFFICMt ` CONTRAST SHALL BE DETERMINED BY (ICC A117.1): WHITE ON BLUE �� ` y ��R Elie CONTRAST = (B1-B2) / 91 x 100% o 03 BACKGROUND II 11 c�\ e B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA 45• a,5 TRUNCATED I I �� 1 �� 7� /, ""° , 92 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA ti` DOMES "' `� � .INN S.DODSON f" � ' ';'° THE DETECTABLE WARNING SURFACES DIFFER FROM THE ADJOINING SURFACES IN RESILIENCY OR �. o I Iiiiii ••23 SOUND ON CANE CONTACT (NOT LIMITED TO SEC'S ICC 406 AND 705) •/0 - I • 441'* Q' SANTA •MONICA,CA NOTES: THE YELLOW COLOR CONFORMS TO FED. COLOR NO. 33538, AS SHOWN IN TABLE IV OF STANDARD NO. sN. SEE SITE 9 1. SIGN BACKGROUND TO BE WHITE, RETROREFLECTIVE SHEETING. 595C. (CBC 11B-705.1.1.5) x PLAN FOR ll'oo %‘-‘''• % - 2. SIGN LEGEND TO BE GREEN, RETROREFLECTIVE SHEETING. j, SEE PLANS L *1:12 IF SHOWN ON PLAN n ► LOCATIONS. Q f a 3. SIGN SYMBOL TO BE WHITE ON BLUE, RETROREFLECTIVE SHEETING. NOTE: WARNING PRODUCTS AND SURFACES TO COMPLY WITH APPLICABLE CODES, INCLUDING STATE, FACE OF CURB 1/8" R TOOLED EDGE 4. REFER TO STANDARD HIGHWAY SIGNS BOOK FOR DETAILS. LOCAL AND NATIONAL NOT LIMITED TO ICC 117.1 4'-D MIN. 1/4" LIP AT BOTTOM OREGEON STRUCTURAL 5. THE DISABLED PERSONS PARKING SIGN IS USED TO DESIGNATE A 1,� 2'-8" MIN. A/ SPECIALTY CODE NOM , PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMIT ASICC 117.1 TOOL JOINT LOCATIONS SHALL BE @ MAX. 7'-0 0.C. TYP. STATED. 3'-O" MIN. /- Con (17 ACCESSIBLE PARKING SIGNS DETECTABLE WARNING 1 CURB RAMP 7 INTERNATIONAL SYMBOL OF ACCESSIBILITY TOOL JOINT 10"06 C2 SCALE: N.T.S. SCALE: N.T.S. C2 SCALE: 1/4" = 1'-0" C2 SCALE: N.T.S. C2 I SCALE: 1 1/2" = 1'-0" ?-'11•12F I I I Cji Igo, (o C (STROKE WIDTH)- i' 1 7" LETTERING SHALL NOT BE LESS THAN 1" IN 1 1� HEIGHT, WHICH STATES: TROWEL BAND UNAUTHORIZED VEHICLES PARKED 2" EA. SIDE OF JOINT Zr N UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES IN DESIGNATED ACCESSIBLE NOT DISPLAYING DISTINGUISHING CONC. PAVING SPACES NOT DISPLAYING PLACARDS OR SPECIAL LICENSE DISTINGUISHING PLACARDS OR SEALANT BACKGROUND SPECIAL LICENSE PLATES ISSUED PLATES ISSUED FOR PERSONS WITH - #4 X 24" LONG AT 24" O.C. LOCATION a FOR PERSONS WITH DISABILITIES DISABILITIES WILL BE TOWED AT FINISH PER SITE PLAN7 SLEEVE ONE END ****;),\ WILL BE TOWED AT OWNER'S EXPENSE. TOWED VEHICLES AlAY OWNER'S EXPENSE. TOWED 1/4" „ N BE RECLAIMED AT VEHICLES MAY BE RECLAIMED 2 2 STORE #5282 VAN AT. 't . 10105 SW NIMBUS AVE. N. OR 6'-O" WIDTH OF 0" CURB FACE TIGARD, OR 97223 ACCESSIBLE \ J OR BY TELEPHONING: BY TELEPHONING: MAX. 4'-O" MIN. r j X )( )< >; )( )(TRUNCATED DOMESEFf / ' DATE B , BLANK SPACES ARE TO BE ` ' FILLED IN AS A PERMANENT 09/16/19 PART OF THE SIGN Z a JOB N0. LEGEND DIMENSIONS (INCHES) 1-1-1 MAX 1" PER FOOT ' MAX 1/4" PER FOOT SLOPE SLOPE N ANIS DIRECTION MIX I- o 1'-0" 1,-0" A BCD EFG o Q r / DRAWN BY CHECKED BY NOTES: MINIMUM 28 24 3 ccnn THIS ADDITIONAL SIGN SHALL BE POSTED ; 1/8" R TOOLED EDGE DO JD / " 1/4" EXPANSION JOINT 1. SIGN BACKGROUND: WHITE, RETROFLECTIVE SHEETING. = IN A CONSPICUOUS PLACE AT ENTRANCES ` ` FILE NAME 2. SIGN LEGEND: GREEN, RETROREFLECTIVE SHEETING. STANDARD 41 36 4 cn FILLER MATERIAL 3. REFER TO STANDARD HIGHWAY SIGNS BOOK FOR DETAILS AND DIMENSIONS. _z TO OFF-STREET PARKING FACILITIES, OR TAPERED CURB - C2 Site Details.dwg 4. THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO `L ADJACENT TO AND VISIBLE FROM EACH RAMP TO BE FLUSH DESIGNATE THE PARKING SPACES THAT HAVE AN ACCESS AISLE 8 FT OR NOTES: _ SPACE. W/WALK & A.C. PAVING N EXPANSION JOINT LOCATIONS SHALL BE 0 MAX. 20'-O o,c. TYP. SITE DETAILS WIDER. 1. PAVING MARKING BACKGROUND OPTIONAL: BLUE, RETROFLECTIVE. " —/b--- (EVERY THIRD TOOL JOINT LOCATION) 2. PAVING MARKING STENCIL: WHITE, RETROREFLECTIVE. � „ 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN - . NOTE RAMPS LONGER THAN 6'-O" REQUIRE HANDRAILS ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. /18 ACCESSIBLE PARKING SIGNS 8 ACCESSIBLE CURB RAMP 4 EXPANSION JOINT C2 c2 SCALE: N.T.S. (14� INTERNATIONAL SYMBOL OF ACCESSIBILITY 12( UNAUTHORIZED PARKING SIGNAGE c2 SCALE: N.T.S. c2 SCALE: 1 1/2" = 1'-0" C) SCALE: N.T.S. C2 SCALE: N.T.S. 6'-0" ,/ 1r 7,-On / / 3'-82" / 1' STRUCTURAL EN -INEERS, L P , „ d' 9 -1 / ti ` , f 01,4" / 4'-3" �e 3'-l" / _ 1 H I .` J 1 1, I - , :,- y F ' 2"X E ALUMINUM 10., SO.TUBE / D• 11 "� 311s V TUBE FRAME ARMET DAVIS NEWLOVE & ,,.... r nS�.t,SsL +541 ASSOCIATES, AIA ARCHITECTS O"x4`xQ.26" � ° A ' (a)%'DIA.I- l'-0" )- 0 376"THK, THRU BOLTS PLATE FOR BAR PLATE xO i25 = 1330 OLYMPIC BLVD. _ PLATE ^WELDED _ SANTA MONICA,CALIFORNIA 90404 TO 6 STD. PIPE PH 310452-5533 FAX 310450-4742 o in ! T=.280" MIN. b' (E)SIDEWALK& REV. DATE DESCRIPTION PAVEMENT-, - 11" • 4.-4' I" AVEMENT - t1 .1. 1 0' J )( C) In _.___to� - A • : '. f O 31161 •IIS, .. ,- . . 114 TIES el 4"TOP 32" i 1 J :n ei �'° 7. REMAINDER T 12" I f + J ;4* y (0)115 VERT,BARS 1 .�_.. ,' , ��° °��/n°HEADED ANCH ` 11 z,.4,� - (E) SIDEWALK f� "x11"x11"PLATE BOLT LEMBED MIN. �j) , & PAVEMENT r� 2'-2" ELEVATION 2/ BASE PLATE DETAIL \ • 0 . GENERAL NOTES I #3 TIES IN TOP 6" - 21DESIGN CLOADS:CAC � 2. DESIGN LOADS:ASCE T-10 Q P � L 3. WINO VELOCITY 110 MPH EXPOSURE C `U I N mi/ • `� - 4. CONCRETE 2602PSI MIN. F. .P7 6-#5(v) - 5. TUBE STEEL ASTM A500 GR.13,401(31 - i I , ♦ _ 0. ALUMINUM EXTRUSIONOOEI-TB 91• 7, PROVIDE,PROTECTION AGAINST DISSIMILAR METALS 1 8. BOLT STEEL ASTM A307 OREGON r� + #4 @ 4" TOP 32" #4 @ 4" TOP 32" 5. HEADEED ANCHSTMO B OLTSIT ASTMP1554GR.36 sT uN 3` *�� -.Z-- I- REMAINDER ® 12" REMAINDER ® i2" 11. PROVIDE3"CONCRETEFOREMBEDDEDSTEEL ekdAhtt;.5� #3 TIES @ 12" .._.___..- 6-#6 VERY. BARS 6-#6 VERY. BARS 12. LATERAL SOIL BEARING PER CBC CLASS 6{100 PCF) o 5an Diego Location-14288 Danielson Street,Suite 8200•Powoy,CA 92064•18581 679-8989•Fax 1858)679-8959 2'-0"0 15 CLEARANCE BAR DETAILS ELBAT1ON C3 SCALE: N.T.S. \ 4X4 T.S. I, 2 -0 j-0 2'.-0-0 / 3/8" TH. 14" DIA. PLATE SIDE ELEVATION ELEVATION 1.. 0 /\_ :' 'HIK (4) 5/8" BOLT GENERAL NOTES STRU(TURAL ENGJNEES, LLP BASE PLATE DETAIL 1. DESIGN CODE: STRUCTURAL SPECIALTY CODE 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 Q'-0" i 4. CONCRETE 2500 PSI MIN. 10. REBAR ASTM A615, 60 KSI 7'-0" •-;'1.,-• 'e "s' ' 5. TUBE STEEL ASTM A500 GRADE B, 46 KSI 11. PROVIDE 3" CONC. FOR EMBEDDED STEEL I 6. ALUMINUM EXTRUSION 6061-T6 12. LATERAL SOIL BEARING PER STRUCTURAL SPECIALTY CODE U II �' 11 J '•� � _ CLASS 5 {100 PCF) rt. 2"x4''ALUMINUM PREVIEW BOARD ORDER STATION ELEVATIONS GENERAL NOTE: SIGNAGE, MENU BOARDS AND TUBE FRAME DRIVE THROUGH ELEMENTS UNDER SEPARATE SCALE: N.T.S. SCALE: N.T.S. PERMIT. SIGN COMPANY TO VERIFY DESIGN AND SIGNAGE REQUIREMENTS FOR SUBMITTAL. FOOTINGS AND FOUNDATIONS TO BE INCLUDED '� B'•ADMIN E • IN THIS PERMIT. MENU BOARD 8'-0" (E)SIDEWALK& 2-2. PAVEMENT- PROVIDE CONTINUOUS REFINISHED 'r 1 _ ,. .. •:... .::.::_r--,$, E BREAK METAL COVER (CAP) OVER THE MASONRY , THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE - '� `�'::::,::.::,:'' (COLOR TO MATCH BREAK ! RESTRICTED TO THE ORIGINAL SBE FOR WHICH THEY WERE . METAL ON MAIN BUILDING) 0.375 THK. PLATE WELDED PREPARED AND PUBUCATION THEREOF IS EXPRESSLY UNITED TO n n a SUCH USE, RE-USE, REPRODUCTION OR PUBLICATION BY ANY twc�a•roP3z" .' . TO 4x4 x0.125 _ \ MATCH EXISTING BASE WALL MATERIAL (4) 3/8 DIA. - 4 ?T' REMAINDER @ 12" �-4-'�'• �� METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE i0 THE * 0-#B VERT.BARS .'•r' '-. PUNS AND SPECIFICATIONS REI WNS WITH THE ARCHITECT ` OF MAIN BUILDING (MODULAR BRICK THRU BOLTS 3/16 V 4"x4"x0,125" ALUM. WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND OR SPLIT FACE CMU-PAINT TO SQ. TUBE SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE L MATCH}. - \ ACCEPTANCE OF THE RESTRICTIONS, C \ • • .,,12:iaN . -, • � #4 VERTICAL REBAR IN EVERY CMU © 12" _ 10" / ��$�ERfI,��r i( SIDE ELEVATION FINISH GRADE �. ICV I _ir- �� . '�/ ELEVATION O.C. SECURED IN NEW CONCRETE BASE .d- - BY G.C. (ONLY IF CMU USED) d SQ. HSS BHN S.DOD50N ��' D Pf2p� 14_____‘11____________!._ ¢ 6"x6"xO,25" GENERALNOTES CONDUIT FOR ELEC/DATA/VOICE I __..�� •623 1. DEGI4N CODE:CSC 2013 �� 1 Nf / 2, DE313N LOADS:ASCE 7-10 �c,. F' 1" m 3. WIND VELOCI'TY110NPH EXPOSURE C 12-' BY G.C., AS REQ'D , 9" j, i p 00 SANTA MONICA,CA 4. CONCRETE 2600 PSI MIN. glop ,. Xcr 5, PIPE STEEL AVM A53GRADE 035KSI SIDE ELEVATION 1'-0" L_ 0, ALUMINUM ELEMENTS 6081-TO 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS OREGON ' _ �� t` ®� 0. HEADED ANCHOR OO. BOLT STEEL ASTM LTSTEEL ASTM F1554GR.36 7 fit' 11N Y• �, � C O f q r� 10. LATERAL SOIL BEARING PER CSC CLASS 5(I00 PCF) '(' JA VtSS - 11, PROVIDE 3"CONCRETE COVER FOREMDEODEDSTEEL MENU BOARD O SIM. son Diego Location-14288 Danielson Street,Suite#203•Poway,CA 92064.18581679-8989.Fax 48584 679-8959 I i. PROVIDE CONTINUOUS REFINISHED J� 11 -• -_.__ BREAK METAL COVER (CAP) OVER THE MASONRY (E) SIDEWALK COLOR TO MATCH BREAK PLATE BAR CONNECTION 4011.,e R 16 ORDER STATION DETAILS •-� METAL ON MAIN BUILDING) ,� �/ & PAVEMENT OUP4W110 C3 SCALE: N.T.S. - SCALE: 3'= 1'-0" ,_- ' . ' 7cr, , Iasi 1gill 70 ® si• STALL WIDTH 7 ¢ - 1'-O" 1'_O°' ��DTH I > ��IM:' � FINISH GRADE 11, y ,r �� f = #4 TIES @ 4" TOP 32" 1 1/2" 0 STL. GALVANIZED - ` ,�, _-- _ - Q I REMAINDER ® 12" RAILS PAINT ' 8„ �� > X (8)#5 VERT. BARS - - -- -__ -_ - _ -A /4"..'''',:s.- • w a N '_8 d NEW REINFORCED CONCRETE BASE 'r c ,.- WITH #4 CONTINUOUS REBAR BY G.C. s I I LOCATION 0 0 COMPACT FILL AS NECESSARY BELOW z00 1 PRIOR TO FORMING NEW CONCRETE \ i STORE #5282 1 1/2" 0 STL, _.` - 0 GALVANIZED POSTS z _ BASE BY G.C. ,, 2'-0"0 10105 SW NIMBUS AVE. ~ PAINT M , w /%/- PARKING a a PROVIDE ACCESS CUTOUT ON BACKSIDE OF NEW MASONRY • r� ANGLE I I TIGARD, OR 97223 o `° r' . BASE WALL (BACK SIDE OF MENU BOARD) TO PROVIDE I I 3/16 V ELEVATION �' 3" X 3/8" STL. _ PARKING STANDARD ACCESS TO ELECTRICAL DISCONNECT. VERIFY LOCATION AND WHEEL GUIDE - i PROVIDE "EXTERIOR GRADE" REMANUFACTURED ACCESS PAINT + ¢ "' sr r GENERAL NOTES DATE �� 1.STALL WIDTH PANEL COVER (NON-LOCKABLE) TO BE PAINTED TO MATCH T w - MAX SLOPE 1:12 ;� a I NEW MASONRY FINISH COLOR. 1. DESIGN CODE: STRUCTURAL SPECIALTY CODE 09/16/19 1 _ ---_= _��77 - o2 FRONT ELEVATION " 6 T.S. JOB N0. 2. DESIGN LOADS: ASCE 7-10 �! 3, WIND VELOCITY 110 MPH EXPOSURE C '► ' �~ �~ - (4) 3/4" 4. CONCRETE 2500 PSI MIN. DRAWN BY CHECKED BY EPDXY INTO 6"PRE I 5• ! `, HEADED ANCH. _az SET CANS DEEP s z Li 5. TUBE STEEL ASTM A500 GRADE B, 46 KSI DO JD �• 6- 6 ,L" g " , - -_- BOLT W/ 12 6. ALUMINUM EXTRUSION 6061-T6 FILE NAME ' C - o EMBED. MIN. 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 0 0 , 8. BOLT STEEL ASTM A307 - C3 Site Details.dwg SEE 6 FOR GROOVING DETAIL (AT TOP AND BOTTOM OF RAMP) // z x _/ PARKING ,` 9. HEADED ANCHOR BOLT STEEL ASTM F1554 GR.36 ler • OLE lip a10. REBAR ASTM A615, 60 KSI SITE DETAILS I . . M " - 11. PROVIDE 3" CONC. FOR EMBEDDED STEEL PARKINGCOkiPACT ^ ^ 12. LATERAL SOIL BEARING PER STRUCTURAL SPECIALTY CODE CLASS 5 (100 PCF) HADRAIL [a RAMP 10 PARKING STRIPING _ _ " 6 MENUBOARD BASE BASE PLATE CLEARANCE BAR DETAILS C3 SCALE: 3/4 - 1 0 C3 SCALE: N.T.S. C3 SCALE: N.T.S. SCALE: 3"= 1'-O" SCALE: N.T.S. .. ari 6117,40 ARMET DAVIS NEWLOVE & EXIST. ROOF AND OVERHANG, ASSOCIATES, AIA ARCHITECTS COLUMNS, FOOTINGS AND ASSOCIATED CONCRETE CURBING ETC. TO BE KM REMOVED AND PATCHED ANDMONICA,CCAI CALIFORNIA REPLACED INCLUDING CONCRETE AND SANTA MONA,CALIFORNIA 90404 PH 310 452-5533 FAX 310450-4742 PAVING AS REQUIRED REV. DATE DESCRIPTION — L 1 I EXIST. DRIVE-THRU LANE PATCH AND REPAIR AS T-3" / 19'-8" iI 28'-8" i 26'-11" REC �F1`i TO BE DEMOLISHED J 1I. _ I ��- �P II I, I EXIST. ROOF OVERHANG TO BE REMOVED AND MODIFIED to '''' - I PER PLANS - TYP. c 0, I nOmT IINIIINIIIINIIIIIIIN:�.IIIII (E) SERVICE AREA II II l I 11 ;: I NO WORK DONE -- - EXIST. POST TO REMAIN, GC TO EXIST. WALLS GC TO VERIFY I >7...,..„.„,-- VERIFY LOCATIONS AND PREP AND DEMO.LOCATION IEXIST TH OANDEROR VICE lo as i FOR NEW EXT. WALL NEW IF REQUIREDN I I I CONSTRUCTION TYP. 1. WI 1 y/ /1: - ' I/ fE) KITCHEN 7/ - NO WORK DONE REMOVE EXISTING GREENHOUSE IN IT'S / ENTIRETY VERIFY CONDITION OF EXISTING a / . FRAMING AS REQUIRED AND PREP FOR (E) DINING AREA (E) SERVICE AREA NEW WAI.L CONSTRUCTION PER PLAN / 79 SEATS NO 4;ORK DONE (E) KITCHEN / ./ (3) ADA NO WORK DONE THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE �E) SERVICE AREA EXIST. TOILET RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE NO WORK DONE LOCATION TO PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY / BE RELOCATED METHOD, IN WHOLE OR IN PART, IS PROHIBITED, TITLE TO THE EXIST. TOILET LOCATION NO PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND o CHANGE SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE flal= �/ _ - R ACCEPTANCE OF THE RESTRICTIONS. • riNJ W TOILET ` v o 0 NELOCATION 11 c rr% r�l \.�" R E�,l,�4 I W I r� J N W 1 EXIST. WALLS T 1 E \\_� redry m EXIST • . POST TO REMAIN, GC TO / DEMOLISHED -L • WALLS F HNS,DOD50N 23 1- , / ( VERIFY LOCATIONS AND PREP TO VERIFY = 1 „.&, / FOR NEW EXT. WALL EXIST. 4;-0 X 7 -0 / CONSTRUCTION TYP. r — I 1 1 Al • SANTA MONICA,CA LOADING DOOR WITH PANIC 1 HARDWARE I 'l ®�. L _ �� r: / r H // ,= / / / / // ,/ / / // I .I• G'-4" Icr I 7,— EXIST. SINK LOCATION J _� TO BE RELOCATED OR / , / T-8" NEW GC TO VERIFY C / , , / , /1/ - / / , I / -11 S'-7" V 13'-O" - / / / / / , 1 0, EXIST. SINK LOCATION I 11 I ild4.1 1 G Ea ARE MO TI TO BE RELOCATED OR \ i B CON RTES 0 • / 1t - NEW GC TO VERIFY x L r I :F I/ / 'LANT A'i L /-L - i I I I L I I I - �_ �} - - - J II. will" ® 441101117 / \ T / \ / 2.2'-2" / 42'-5a" 28,-�3" EXIST. ROOF OVERHANG TO ' TO BE DEMOLISHED $ BE REMOVED AND MODIFIED LOCATION PER PLANS - TYP. STORE #5282 10105 SW NIMBUS AVE. EXISTING FRAMING TO REMAIN PROTECT IN DEMOLITION NOTES TIGARD, OR 97223 PLACE AS REQUIRED AND PREP FOR NEW CONSTRUCTION 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK REQUIRED TO IMPLEMENT DATE NEW WORK, AS SHOWN ON OTHER DRAWINGS. THIS PLAN INDICATES ONLY THE APPROXIMATE 09/1 6/1 9 DEMOLITION REQUIRED FOR COMPLETION OF THIS REMODEL. WORK REQUIRED TO ACHIEVE THE JOB NO. SCOPE AS SHOWN ELSEWHERE ON THE PLANS IS ASSUMED INCLUDED IN SCOPE, EXISTING NORTH CONDITIONS NOT SHOWN OR NOTED SHALL REMAIN UNCHANGED UNLESS APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE. EXISTING MATERIALS ADJACENT TO THE NEW CONSTRUCTION DRAWN BY CHECKED BY SHALL BE PATCHED, REPAIRED, AND FINISHED TO PROVIDE A SMOOTH, LEVEL AND UNNOTICEABLE DO JD TRANSITION BETWEEN NEW AND EXISTING FINISHES. FILE NAME 2. REMOVE ALL PLUMBING FIXTURES, PARTITIONS AND ACCESSORIES AT REST ROOMS TO BE REPLACED AO Floor Plon.dwg W CID E WITH NEW ACCESSIBILITY REQUIRED DIMENSIONS. 3. REMOVE EXISTING FLOOR AND WALL FINISHES THROUGH-OUT THE REST ROOMS. CLEAN, PREP & DEMOLITION PLAN REPAIR SUBSTRATES TO SPECIFICATION REQUIREMENTS OF NEW SCHEDULED FINISHES. REPLACE SUBSTRATES AS REQUIRED, DO NOT ADD LAYERS OF SUBSTRATES. 4. REWORK/CAP PLUMBING IN APPROVED MANNER AS REQUIRED FOR RELOCATION/DELETION OF S FIXTURE IN BOTH RESTROOMS. 5. REMOVE EXISTING FRP ON ALL KITCHEN WALLS VISIBLE FROM PUBLIC AREA. AO . 1 6. WHEN REMOVING WALLS IF STRUCTURAL POST(S) OR SHEAR IS FOUND NOTIFY ARCHITECT IMMEDIATELY. x I P . . \ • . ;I,/ . . EXISTING RED LIGHT BAND - TYP. ARMET DAVIS NEWLOVE & EXISTING HVAC / REMOVE ANGLED EXISTING HVAC SIGN / \\ \�NG ASSOCIATES, AIA ARCHITECTS UNIT ROOF UNIT 1330 OLYMPIC BLVD, SANTA MONICA,CALIFORNIA 90404 EXISTING STANDING +17-8" TOWER PH 310452-5533 FAX 310450-4742 SEAM - TW. VERIFY I , / +17'-6" VERIFY REV. DATE DESCRIPTION j\ \ \ \\\\ \ \ \ \ \ \\\\\\. \ \ \ \ \ \ \ 41: i:11) / /__/016//J// L \ \\' \ \ \ A T/ ILLUMINATED BAND ..irso 01 6 . \ \ . \ \ . \ \ \ 7 . . _ ..- ... \ . . . \il, ,40//// , \ - , ....- \ iitiO9 .;// \\\:\\\\\:\\\ \ \ \ \\ \. } \ ,--- \ \ \\\\\ \ . \ . \I \ \ \ • \\\:t \ \\:\ \ —..� R.N. . es[ :\.,. . . N i 1 ! i 1 \ 1 l\ \ . \ 1 \ \ . \ \ \ . �� ; 1 N \\\ INE \ , 1 1 I 1 1 ' 1 ; 1 1 ,� �� '�` [ \ \ ' 11, ' I`� ` \' r 1 ' 1 1 1 ' 1 1". i \ \\•\\ . \ \\\ '�i �� Htr—' '`l1 ' x 1 l.' 1-'1 . . ' ''�� r ' I'\ ' f l.1 '; i �l I 1 1 k I 1. �t 1 \ l.' 1'`1 11 1 l 'i \ ' \:\ 1 1 ' � �. , [ �\ 1 1 ,tel 1 �� \ . \ . Ill \ \\\_ \ \ \ \ 1 \ �I � ' Iia-�� ; � , '�, ; 1 i� � .l'� [�.l° �` [ }t y{ ' I\ � 1.p.�1 .,1 Ilrt\„>I..1..(„I., j/,�tI\rrr�. \ - —. - � - rl.11,.ill`r,lr,11„y[.>,[ .j�11 `.� �.' i. ; ;�; ;� ' ; �` ,1�,�' , ��.' ; �i ` ;�. ; � 1� ;�' �\: ; ' ;.I�� ; �.' 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SCALE: 118”=1'-0” % OF AREA CHANGED:897 1 1492 =60% ALL FINISHES PER ig GARDEN GRILL FINISH SCHEDULE FACADE STUDY GLAZING STUDY 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 (E) FACADE AREA: 1488 SQ. FT. (E) GLAZING AREA: 163 SQ. FT. METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TIRE TO THE (N} FACADE AREA: 1724 SQ. FT. PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND AREA OF FACADE TO BE CHANGED: 447 SQ. FT. (N) GLAZING AREA: 139 SQ. FT. SPECIFICATIONS SHALL CONSTITUTE PRIMA FACE EVIDENCE OF THE % OF AREA CHANGED: (447 1 1488) 30% ACCEPTANCE OF THE RESTRICTIONS. EXISTING- YP. LIGHT ��\�kERED,�,�ey/ rI.," - EXISTING HVAC S HN S.DODSON �', UNIT S. ,23 EXISTING s SANTAMONICA,CA • SIGN 1 +1T-6" VERIFY n i SIGNEXISIING �rfx vt% T.O.(E) PARAPET \ " ' \ / O �E J\ . \ \ \ , \ \ \ \ \ \ \ \ \ I 1 / ,/, I • \ \\ -,,,,,......,,,.......: / yl \ \ •1 \ ' \ \ \ . . \\ \ . \\\\\ \- ----:-...z., .z.--........,, ....-s-- \\.\\\\\.. . . . . . . . . \ \\ \\ \ \ „,_ 011R 01JRC.64 \ 1 REMOVE liiit? !E !t iii• \ GREENHOUSE \ . , \ \ \ \ . \ \ \ 1 �, $4109 AREA . \ \\ \ \ . \\\\\ \ 1 \ . ' ' ' ' ' ' ' ' ' ' ' ' 1 ' ' . ' ' 111 ' ' ' ' ' [ ' ' ' ' ' 1 E \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1 ' I ' i ' 1 [ I ' 1 ' I ' 1 ' 1 ' i ' 1 ' 1 ' 1 1 1 k 1 1 I 1 I 1 I 1 I 1 1 I x a � x � r r 1 x 1 r 1 x 1 • 1 a 1 . 1 r 1 x 1 . 1 [ [ 1 ' 1 [ ' [ ' I 1 1 x ' 1 ' 1 ' 1 1 1 ' 1 1 1 1 ' 1 1 I ' [ ' ' 1 1 ' ' 1 1 1 ' 1 1 ' 1 1 1 1 ' 1 1 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' I 1 ' I ' I ' I 1 ' 1 ' 1 1 1 1 1 1 1 1 I I I I 1 T�' [ , I I 1 [ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 r 1 r a . 1 1 1 E 1 [ 1 [ 1 1 I I 1 1 1 III 1 [ [ 1 1 1 1 1 1 1 [ 1 [ I 1 1 I 1 1 I 1 I 1 . r , x x r a x , r r • x r x . 1 [ 1 1 1 [ , , 1 1 , 1. 1 a 1 1 1 1 1 1 1 1 1 1 e 1 1 1 1 1 1 1 1 1 1 , 1 [ 1 1 1 [ 1 1 1 1 1 , 1 1 1 , 1 , 1 1 1 , w!1 1 ' 1 1 1 1 1 1 1 111111. 1 - 1 - 1 - 1 - 1 111 1 - 1 - 1 1 1 - 1 - 1 - 1 - 1 - 1 1 1 r 1 T.`_T. _ 1..._ 1 1 1 1 ' i 1 1 1 1 1 1 r , ' 1 1 1 r 1 1 1 I 1 1 1 1 1 i 1 1 1 1 1 1 1 r , 1 1 r 1 1 1 [ , x x 1 1 1 1 1 1 [ ' 1 1 [ 1 1 1 1 1 1 I , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 E 1 1 1 _ 1_ __ 1 ! 1 E 1 1 �� _ 1 1 1 1 1 1 1 1 .. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , , 1 1 1 1 1 1 1 1 ' 1 ' 1 ' 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 x 1 1 , [ 1 1 I 1 1 ' 1 ' 1 1 1 ' rim 1 1 1 1 1 [ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' [ , ' I I ' ' ' ' ' [ ' ' ' ' [ ' ' ' ' ' ' -- I rr 1 1 ' I ' ' ' ' ' 1 , 1 -, ` a ` 1 ` ' ` ` - 1 l 1 1 1 1 1 1 1 1 1 [ 1 1 ' ' ' ' ' ' [ 1 1 /-17 11 11 , 11111111 1 , 1 ' 1 ' ' ' ' [ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' 1 E 111111111 1 1 , [ , 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 LOCATION 1 1 1 1 1 1 I I ' i ! 1 I - r 1 . 1 ' 1 ' 1 ' 1 - 1 - 1 - 1 - 1 - 1 1 1 r r 11111111 , Ixil11 ' F I ! II 1 111 , 111111111111111 _�\1 111111 ' 1 1x1111111 , 111111 11 ' 11 1 x 1 1 1 1 1 1 1 1 1 1 1 1 l [ 1 1 1 , 1 ' , ' 1 ' I ' 1 ' I ' 1 ' I ' 1 ' 1 ' 1 ' 1 ' 1 ' I ' 1 ' I ' 1 ' I ' , ' 1 ' I 1 ' 1 1 ' 1 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1 1 ' ' ' ' ' 1 1 , 1 ' 1 '1 1 1 1111„ 1 1 1 � 1 1 1 1 1 1 1 w 1 . \ STORE #5282 1 ; 1 , 1 ; 1 ; 1 1111 , 1 , 11111 , 1 , 111 , 111 , 1 11 , 1 , 1 , 1 1 , 1 , 11 , , 1 , 1 - ' 1 1 ' 1 1 1 ' 1 1 , 1 \\ 111 111 1 1 1 1 1 1 1 1 }; 1 1 1 ' 1 ' 1 ' 1' 1 ' 1 1 1 1 1 < < , , �I l ( Pp 10105 SW NIMBUS AVE. � ' � r' Lr' , 1 1 1 1 1 '� ' r 11111111111�1 1�n1111�111 .111�111�1 111)11111111(n 4111f17111(It 11 III II I II II 11 4r1'�11[1 n(�11 Itj�1111(IIFI n�1( ' � ' � ' ' . ' . ` � ' 1 1' 1111 1 ' 1 1 ; ; ; ' ; ; ; ' ; ' ; ; ; ' ; ; ; 1111 ; ; ' � ; ; ' � ; 11--T21 ' 1 ' 1 ' � ' 1 ' 1 ' ; 1 ; 1 ; 1 1 1 1 ' , 1 . 11 ' 1 ' , 11 . 11 1 1 Il y1 � ; ; , , ; , ; 1 ; x ; 1? ' ' 1 ' 1 ; 1 ; 1 ; 1 ; 1 , 1 ; 1 ' , 1x11 ' 111111 . 1 1 1 1 1 1 1 1 1 1 ��-' 1 '1 ; ' 1 � ; 1 ; , , 1 , 11 1 ; r1 1 1 ; }� �; Vii . ,.' 1 I1 TIGARD, OR 97223 I 1 r 1 1 1 , 1 �I ' 1 ` ` .. ' I' , 1 1 1 ,1 ' 1 1 1 1 1 1 i 1 1 ' .I ;f 1 I F I I 1 F 11 I I t 11-' I t 11 1 -�r---r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 \ 1 x ' '� 1 ' 1 ' . ' 1 ' 1 ' , ' 1 �� \\ +1]5 1 \) ' 1 ' ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 ' 1 ' 1 ' I 1 1 , 1 1 I .1 1 1 1 ' 1 ' _ 1 . ' '. ' .\ \ ' 1 ' 1 ' 1 ' 1 ' 1 ' x ' 1 ' 1 1 11 1 ' 1 1 3 ' 1 1 1 ' 1 1 1 1 1 1 1 , 1 1 1 1 1 ' r ' 1 ' 1 1 r r 1 ' 1 ' 1 - -,-, T-1—T— . 1 , , , 1 ' 1 , ' , , 1 , ' i!1 (l 1 1 1 1 1 1 1 1 1 1 1 r r 1 [ 1 1 ' 1 ' 1 1 1 i`1 1 1 ' 1 , . ,,, � 7.' 1��`1 ' 1 I; 1 " 1 r 1 1 1 1 /// ' it' 1 1 1 1 1 , __. •_, 1 x x a . _ - - --- - - - - _ - - _ .�_ - - - - - - - - - - �.i +Cr ..0 45. _ _ ,/\\\ T.O. SLAB DATE `�-• MERCHANDISING \ \ T EX. BRICK 09/16/19 EXISTING STORE JOB N0. EXISTING PICK-UP FRONT WINDOWS EXISTING ELECTRICAL WINDOW SERVICE DRAWN BY CHECKED BY EX. DOWNSPOUT EXISTING DO JD REPAIR AND/OR BRICK REPLACE AS NEEDED FILE NAME AO.2 K \ \ \ \I AREA OF FACADE TO CHANGE DEMO ELEVATIONS DEMO DRIVE -THRU ELEVATION SCALE: 1/8"=11_0" A 0 . 2 / EXISTING RED LIGHT ARMET DAVIS NEWLOVE & EXISTING HVAC BAND - TYP. ASSOCIATES, AIA ARCHITECTS UNIT / REMOVE ANGLED 1330 OLYMPIC BLVD. ROOF AREA SANTA MONICA,CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION 1 +17'-6" VERIFY I \ \ \ 1 \ \ \ \ \\ \\\ T.O.(E) PARAPET \:. 1 I \ \ \\:‘ '13' .1 REWORK (E) D/T \,...........,OVERHANG ` \\ \,,,,,,, ,\::,\ iii 11 1 \ . . \ 14111 ‘ :,.\\\,\\ \ • \ FACADE STUDY GLAZING STUDY \, \ • ` .JrA�� ! \ \ \ (E) GREEN HOUSE \ \ • \ k. N TO BE REMOVED , 1 FS l, . \ \ \ \ \. \ \ \ \\ \ \`� \ \ \�� \ \ (OANGED: 593 SQ. FT. (N) GZING AREA: 150 SQ.FT\ ��\ \ \\::::::\,\.„\\ \ % OF AREA CHANGED: 593 1655 90% 7\\\\ MI lik 1 I I 1 I I 1 k 1 , I ; 1 i L • J�; 1 ' ' // ,1 I N i, . I, M) I.l(I`.4 I J i i 1 i 1 i. `L1 1i;i�J 1 1 1 1`�l I 1 1)nK1 1 I 7,11 1%I 1 1 1 1 1/f N11\1 1 1 ry 1��T�11;1 f 1 v(iI t'i i.,111 I i l it.02 1 • 1 1 ! ' Ji ' 1 1 ' 1: I i 11V ` iI ! I1 I ,1 TNI `). , ! 1 ,J1 ' I Ii ! I I/ , 11 1\' ! ' 111 `! ` ,1 1 ' ! I)\` , U 1 r . . ' . ` . . , \ �. . � : ti ti ''f ' , ' . +0'-0" / T.O. SLAB RE-WORK MANSARD AS NOTED FOR NEW TOWER ELEMENT DEMO FRONT ELEVATION SCALE: 1/8"=1-0" ALL FINISHES PER ig GARDEN GRILL FINISH SCHEDULE EXISTING RED LIGHT BAND — TYP. IHE USE OF THESE PLANS AND SPEOFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE EXISTING HVAC PREPARED AND PUBUCATTON THEREOF IS EXPRESSLY UNITED TO UNIT 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 1HE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE FACADE STUDY GLAZING STUDY ACCEPTANCE OF THE 6VERIFY T.O.(E) PARAPET / (E) FACADE AREA: 649 SQ.FT. (E) GLAZING AREA: 13 SQ. FT. ��\s‘t f.�� \ \ \ \ N \ \ \ \ \ \ \ ` \ N N N 1 {N) FACADE AREA: 827 SQ. FT. \ AREA OF FACADE TO BE CHANGED: 327 (N) GLAZING 13 -.0 HN S.DODSON �' \ \-,.\\\\ \ \ \\ REWORK (E) D/T % OF EXIST. FACADE TO BE CHANGED: 50% �' \ OVERHANG •623 • \\\ \\\...,.>/ a, SANTA MONICA,CA • .04 <' . % N • \ . 1\ \\\.....,. . \ . \ . \ 'e 11 \ . \ . \ \ 1 . \ \\ .\\. „..\\N. ,..... \ .s... \ I I 1 1 I 1 � ! 4P I = �\ ' ! ' , ' ! ' , 1/11' , ' 1 ' , 1 1 ' , 1 , ! k ! ! ' ! ' f ' 1 7 !�! 1 , 1 ' r r 1 1 1 1 1 I I I I 1 1 I 1 1 1 ' ' 1 ' 1 1 1 1 ' ' 1 1 ' ' ' ' I ! 1 1 1 1 \� 1 ' I ' 1 ' 1 ' 1 ' I ' 1 ' I ' 1 ' ' 1 , ' , ' • ' , ' ' ' ' ' I . 1 ' r 1 ' 1 1 ' ' 1 , ' , , ' 1 1 1 1 1 1 EXISTING DRIVE THF -�� , , r . , ' , ' r ' • �� 1 ' I ' I ' I ' 1 ' I ' I ' I ' 1 ' 1 ; 1 ; 111 ; 1 ; 111 ; 1 ' 1 ; 1 ; 1 ; ; 1 ; 1 ; 1 ; 1 1 ; _1 ; 1 ; 1 ; 1 ; 1 ; 1 ; 1 ; 1 ; COLUMN TO BE WR. ' 1 ' . ' 1 ' 1 ' . ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NICHIHA SIDING 1 1 . 1 1 1 1 1 1 1 , 1 1 1 1 , 1 1 i I 1 1 I I 1 1 1 r` ' . ' ' r ' , ' • ' , ' r �' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' ' ; ' !;1(114111 /111441170rr�•' ',El1w(' '};'I'JiIi,i „1,iiedrili,.I,4‘i,(�<< ,�},,,1i,i(14i„ilri�riIi"li ��,�i,il,.,I1,�� ,r,,:,`.��,,ii,vi�,r,44� li�iiiiiilil �, I. Gesi , ! 1 1111 ' 1 leAr , ' 1 ' 1 ' 1 ' , ' 1 ' 1 ' 1 ' 1 i 1 ' 1 ' 11 ' 1 ' 1 ' 1 ' 1 ' 1 ' r1r ' r ' rr ' , ' 11 ' 1 1 1 1 1 1 ! 1 . 1 1 , 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 Mi 1 1 ‘' 1 MN 1 , 1 1 1 , 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I ' 1 I I I I I I 1 1 1 I I 1 1 I 1 1 1 , 1 1 1 I A 1 1 , , 1 1 1 1 1 / Ill 1 , 1 I 1 I 1 l 1 ! i ! , ! , I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 IIIIPIPIIPI it +0'-0" , 1 1 /�� III , I , Ir\ ' • ' . ' . ' 1 :1 i r 4 T.O. SLAB 1 1 EXISTING WINDOW EXISTING LOCATION EXISTING LOADING BRICK DOOR \ \ \ � AREA OF FACADE TO CHANGE STORE4VIBUS DEMO REAR ELEVATION 10105 SW AVE. SCALE: 118"=1-0" TIGARD, OR 97223 DATE 09/16/19 JOB NO. DRAWN BY CHECKED BY DO JD FILE NAME AO.3 DEMO ELEVATIONS AO . 3 EXIST. COLUMNS, FOOTINGS, CONCRETE, AND BASE TO BE DEMOLISHED PATCH AND REPAIR AND/OR REPLACE CONCRETE, DRIVE THROUGH PAVING, MISC. EXTERIOR PIPING ETC. AS REQUIRED 0,00"- i NEW CANOPY B ARMET DAVIS NEWLOVE & NEW TOWER WITH A6.1 ASSOCIATES, AIA ARCHITECTS NICHIHA PANELS DEMO WALL AS EXIST. DRIVE-THRU LANE 1330 OLYMPIC BLVD. Q'D AT TOWER PATCH AND REPAIR AS SANTA MONICA,CALIFORNIA 90404 EXIST. POSTS AND RAILINGS REQUIRED PH 310452-5533 FAX 310 450-4742 GC TO REPAIR AS IT // :-A6.1 REQUIRED AND REVIEW / 03 _8 REV. DATE DESCRIPTION SCOPE OF WORK WITH OWNERSHIP • 27'-0" ,:ii1 28'-8" i 27'-0" 11'-0" i A6.2 NEW CANOPY ,r2'-0" t 7'-0" 2'- „ I 4 %/; P o a o I �� Ak U SIN SIM. 0 SHEET METAL SILL SLOPE F Afi27'- "� REQ'D -.T TO!"1GR no m eI ►�I• NEW TOWER FRAMING SIM. • �2'-8" G'-°" , 3'_0" , - NICHIHA NEW CANOPY I � I o � =I� >-:� ••------ ---..� -- WITH Iv a %• ., PANELS .<\ + (E) SERVICE AREA r` -i , t NO WORK DONE °1 GC. TO VERIFY WALL !nit - - - - -a I-7 - - - D �' w / =� LOCATION AND �� t -- - " 1 �- i �I = RELOCATE PER PLAN _ _ _ NEW STOREFRONT NEW STOREFRONT IF REQUIRED L- 1 y h • ��J L a WINDOWS - TYP. WINDOWS - TYP. I I i i , IJ rn,� \0 I 1 r I_ ' \ II �� B di= I :\� . (rE)1 KITCHEN NO WORK - EQUIPMENT SHOWN Afi. ' -- l 1 _ = FOR REFERENCE ONLY - VERIFY EXACT LAYOUT NEW TOWER AVD ENTRANCE DOOR.1 ; ; IN FIELD AND NOTE FOR RE-INSTALLATIO I. I30 x 60 84X36 24X48 = I - 1- 1 `-) '"° -� I j 4TIER 4TIER 4TIER DUNNAGE DUNNAGE N I MENU BOARD ABOV: 11 A �. l mom: 2;9y I1 .I___ I ' P 4X36 ' (E) DININGAR ; - DUNNAGE J BUNS BUNS SIM. . i 0 79 SEATS 11 x ES 24X36 _ DUNNAGE I E - >- i 3 ADA f `C" (E) KITCHEP 0 Z o w C0 V41.! '. I _ 24X60 24X48 z 18X36 EXIST. PATIO AREA '`� I w = N I� *ll,� w I NO WORK DO AI: NO WORK DONE ` > r--- I - 1 4TIER 4TIER 'I DUNNAGEin il �� Ic-i I rtl E SERVICE AREAEXIST. TOILET 24X36 NEW EXTERIOR WALLit LE) WY CONSTRUCTION WITH L - NO WORK DONE / LOCATION TO ---...-.. DUNNAGE SIM. ®�� EXIST. TOILET EXISTING ROOF SUPPORT 9\, = 1 BE RELOCATED OCAION NO FRAMING ? oo' J i I_,`J,- J r 12'-10" CHANGE NEW STOREFRONT I WINDOW` - TYP. -I �3 \ /' / ,, �.S El NEW TOILET I =- • m © -- /m Q 30 x 36 30 x 48 1 i>e, LOCATION �I 1; 1 4TIER 4TIER cv f �9ci y I I _ 1 N ACCESSIBLE PARKING STALLS AND PATH OF _ J I , E 1 EXIST. URIN4L TRAVEL. GC 10 SURVEY EXIST. CONDITIONS o= NEW © u © LOCATION NO EXIST. 4;-0" X 7'-0" LOADING DOOR WITH PANIC HARDWARE, NEW CANOPIES TYP. r �/ - \ AND CONFIRM SCOPE OF WORK REQUIRED TO m I I i I �I WALLS ® - CHANGE NEW PAINT AND HARDWARE ASSURE FIRMCOMPLIANCE WITH ADA AND LOCAL VERIFY WIDTH BASED ON 1-4'-3" I I- `I 3'-0 " •1/ IT e'' - - - I/ -- - -I I \ / GOVERNING (ODES HINGES ETC, AND REPAIR AS EXIST. STRUCTURAL H � -® REQUIRED FOR GOOD CONTINUED • r , ______) NEW WALL I I i 4'-0" CLR. I OPERATION -; 17'-2" (VERIFY) / = WAW - - ` - \ 4'-0" CLR. © r I �\ 3 I x _� I PI r--..._.r -� 1L It v l ..,,/v/. , ":,//;;;;, __J 1 1 f �� J � `� THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE 6„ / • 7.-5_ / O I , „ RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE `I I �: � c 2'-0" 8 / 9� 11 $-4¢ / PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED TO Y _ N-6:- 12 -7 Fr6t)t' -3 �r%` \ I m w CO w SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY "-- ® <r CC,-, METHOD, IN WHOLE OR IN PART, IS PROHIBITED. 117LE TO THE - cu I �� PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT NEW STOREFRONT WINDOWS 1LEW STOREFRONT WINDOW J I 7 I - 7-8" / WITHOUT PREJUDICE, VISUAL CONTACT WITH THESE PLANS AND IN NEW WALL AND _1 IN NEW WALL AND I 1 GC TO VERIFY IF I , SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE LEGEND -OPENINGS - 71/1PAI OPENINGS - TYP. I SHEAR WALL \----. ^ �N 0) NEW SINK -- \ O 1fiX3O ACCEPTANCE OF THE RESTRICTIONS. LOCATION I DUNNAGE 1 1 � I I I I \� iOEi 0 EXISTING WALL A6.1 D SIM ,A \� �% t®�f A6.1 I NEW WALL NEW PLANTER AREA ! ; I I ® IIHN S.DODSON �, � ) EXIST. SIDEWALK AND HANDICAP RAMP N i EXIST. SINK TO ACCESSIBLE PARKING SPACES - "z3 REPLACE (E) EXIST SIGN i -.#:<�,- LOCATION NO RE-WORK AS REQUIRED TO MEET SANTA MONICA,CA • WITH NEW EXIT SIGN _ _ % CHANGE ADA REQUIREMENTS SEE SHEET C2 t'.1 � 30"X48" CLEAR SPACE NEW TOWER AND 2 �M 1:1:_2,-(3-4,:"N _ 2�-4 f 221-4. 'f E O'� I 6, ENTRANCE DOOR. � ' DEMO-WALL AS BRICK VENEER TO EXT. f' CQ ACCESSIBLE 1 A\ �- REQ'D AT TOWER STUCCO TRANSITION POINT - I f OW CLEARANCE / /NEW PAIR OF 3'-0"X7'-0" NEW F.G.S. VERIFY IN FIELD EXACT I AREA - ' J A6.2 / DOORS W/PANIC HARDWARE CANOPY 24' ± LOCATION A6.1 I L - - _I L _I NORTH PLUMBING FIXTURE SCHEDULE FLOOR PLAN W E 013 CONNECTION SIZES (INCHES) SCALE: 1/4" = 1 -0 ITEM FIXTURE W V CW HW GAS DESCRIPTION S WATER CLOSET, ADA 4" 2" 3/4" -- -- AMERICAN STANDARD MADERA FLOWISE 17" HEIGHT ELONGATED FLUSHOMETER TOILET ADA FLOOR PLAN NOTES W/ SLOAN VALVE "ROYAL" MODEL 111-1.28 MANUALLY OPERATED. W/ OPEN FRONT SEATS WATER CLOSET 4" 2" 3/4" -- -- AMERICAN STANDARD MADERA FLOWISE 15" HEIGHT ELONGATED FLUSHOMETER TOILET. 1. EXISTING LIGHT @ EXTERIOR SOFFIT TO BE REPLACED W/ 100 WATT EQUAL LED W/ 16. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS SHOWN THROUGH-OUT SET OF NON-HANDICAP. W/ SLOAN VALVE "ROYAL" MODEL 111-1.28 MANUALLY OPERATED. W/ OPEN FRONT SEATS DROP DOWN LENSE ® SOFFIT PER B.K. STANDARDS. CONTRACTOR SHALL VERIFY PLANS. AMERICAN STANDARD WASHBROOK FLOWISE WASHOUT BACK SPUD URINAL 0.5 GPF, ADA FIXTURE QUANTITIES. NIGHER BUILDING DEPARTMENT NOTES: URINAL, ADA 2" 1-1/2" -- -- -- W/ SLOAN VALVE "ROYAL" MODEL 186-.025 MANUALLY OPERATED 2. PATCH, REPAIR AND PAINT EXISTING PLASTER © BOTTOM OF EXTERIOR SOFFIT. WHERE T 1. G.C. TO REPAIR & OR PAINT EXIST. CEILING GRID. GRID IS TO HAVE SMOOTH AMERICAN STANDARD LUCERNE WALL HUNG #0355.012 W/GRID DRAIN, ADA 111 OCCURS REPLACE WITH NEW EXTERIOR PLASTER. WASHABLE FINISH. 1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. INTERNALLY ILLUMINATED LAVATORY, ADA 2" 1-1/2" 1/2" 1/2" -- 3. RESTROOM WALLS, CEILINGS AND FLOORS ARE SMOOTH, DURABLE AND NON-ABSORBANT. 2. KITCHEN LIGHTS ARE TO BE REPLACED W/ LED LIGHT FIXTURES. ALL FIXTURES EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL LOCATION KOHLER 15199 FAUCET, CONTROLS SHALL BE SELF-CLOSING AND LIMIT THE FLOW RATE TO 0.4 GPM AND 110'F COVE BASE AT FLOOR/WALL JUNCTION TO HAVE 3/8" RADIUS & MIN 4" HEIGHT. SEE ARE TO HAVE LENSES. BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER TOILET ACCESSORY SCHEDULE DOOR SCHEDULE DRAWING 10 ON SHEET A9. 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND STORE #5282 3. ALL CEILING TILES KITCHEN, OFFICES, CHANGE ROOM & STORAGE AREAS ARE TO BE POWER SOURCE REQUIREMENTS IN SECTIONS 1013.6.1 AND 1011.6.3, RESPECTIVELY. 4. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT REPLACED W/ SMOOTH WASHABLE TILES w/ WHITE VINYL FINISH. WHEN THE FACE OF AN EXIT SIGN 15 ILLUNIATED FROM AN EXTERNAL SOURCE, IT SHALL 10105 SW NIMBUS AVE. NO. TYPE SIZE (W x HT.) THICK. CORE FACES FRAME GLASS HARDWARE NOTES ALLES TIMES THE BUILDINGLLUSPACETIOSERVED BY THE MBES EGRESS IS OCCUPIED. THET 4. ALL VISIBLE SURFACES IN KITCHEN HAVE AN INTENSITY NOT LESS THAN 5-FOOTCANDLES (54 LUX). (1013.3). TIGARD, OR 97223 © - MIRROR W/ STEEL FRAME - BOBRICK MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT LESS THAN 1 FOOT-CANDLE AT ® - B-290-1836THE WALKING SURFACE LEVEL. 5. TO RECEIVE NEW WHITE FRP. 2. ANY TIME A BUILDING OR A PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF 1/4" TEMP. PANIC © - SOAP DISPENSER - BOBRICK B-21 1 1 1 1 PAIR 3'-0" X 7'-0" 1 3/4" AL AL EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF HARDWARE DUEL GLASS 5. SEE DETAILS 1 THRU 6 ON SHEET CS2 FOR BATHROOM ACCESSIBILITY REQUIREMENTS. DATE ® - TOILET TISSUE DISPENSER - BOBRICK B-2890 DETAILS ARE LISTED FOR CODE COMPLIANCE PURPOSES. NOT LESS THAN 1-FOOTCANDLE (11 LUX) AT THE WALKING SURFACE LEVEL. (1008). © - SEMI-RECESSEDPAPER TOWEL DISPENSER 7'-O" 1/4" TEMP. PANIC RESTROOM 09/16/19 / 2 2 3'-O" X 1 3/4" AL AL DUEL GLASS HARDWARE 6. SEE DETAILS 7 THRU 10 ON SHEET CS2 FOR OTHER ACCESSIBILITY REQUIREMENTS. 1. REWORK/CAP PLUMBING AS REQ'D FOR RELOCATION/DELETION OF FIXTURE IN 3. WHERE KEY-OPERATED LOCKING DEVICES ARE USED, POST A SIGN ON OR ADJACENT TO JOB NO. m - WASTE RECEPTACLE - BOBRICK B-3944 DETAILS ARE LISTED FOR CODE COMPLIANCE PURPOSES. BOTH RESTROOMS THE REQUIRED MAIN EXIT DOOR WITH 1-IN LETTERING STATING "THIS DOOR TO REMAIN p - TOILET SEAT COVER DISPENSER - FIELD VERIFY ALL ROUGH IN OPENING S-0' 4 3'-0" UNLOCKED WHEN BUILDING IS OCCUPIED." (1008.1.9.3) ® - BOBRICK-221 2'-0" 0 ' 2'-a" 09 7. SEE DETAIL 1 ON SHEET A9 FOR TYPICAL EXPANSION JOINT FOR EXTERIOR PLASTER. 2. ALL FIXTURES, PARTITIONS AND ACCESSORIES AT RESTROOMS TO BE REPLACED WITH DRAWN BY CHECKED BY © - GRAB BARS - BOBRICK B-6106 SERIES i� T1 I I NEW WITH ADA REQ'D DIMENSIONS. 4. WHERE KEY-OPERATED LOCKING DEVICES ARE USED, POST A SIGN ON OR ADJACENT TO SANITARY NAPKIN DISPOSAL - BOBRICK o I 8. EXISTING STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS DO JD DOOR TYPE I a TRANSOM WHERE TEMP. REQUIRED. 3. FLOOR AND WALL FINISH TO BE TILE AND CEILING FINISH TO BE SEMI-GLOSS PAINT ON THE REQUIRED MAIN EXIT DOOR WITH 1-IN LETTERING STATING: 'THIS DOOR TO REMAIN FILE NAME 8-35745 " ROTON HINGE GLASS OCCURSUNLOCKED WHEN BUILDING IS OCCUPIED." HAND DRYER - EXCEL DRYER, XLERATOReco �` __ -�\ I �. `ROTON HINGE 9. REPAIR EXISTING GYPSUM BOARD AND OTHER FINISH ® INTERIOR WHERE DISTURBED BY GYP. BD., SEE DRAWING 16/A9 FOR FLOOR TO WALL TILE DETAILA1.0 Floor Plan.dwg HAND DRYER XL-SB W/ ADA COMPLIANT ALTERNATE LOCATION �� i ALTERNATE THIS WORK. 4. BOTH RESTROOMS TO HAVE COVED TILE BASE. RECESS KIT ©, -/ FOR ISA SIGN f s 1 ISA oN FOR BABY CHANGING STATION - T.B.D. PANIC As f ISA SIGN 10. SEE ELEVATIONS FOR EXTERIOR FINISH. FLOOR PLAN * SUBMIT CUT SHEETS TO FOR o / HARDWARE a �PANIC 11. SEE SHEET A4 FOR WINDOW SCHEDULE. HEALTH DEPARTMENT NOTES: OWNER'S CONFIRMATION r Q 12. PROVIDE OUTLETS, AS INDICATED ON FINISH PLAN. CONNECT TO EXISTING CIRCUIT. 0 13. PROVIDE BACKING FOR TV, VERIFY LOCATION WITH FINISH PLANS. 1. ALL EXTERIOR DOORS AND RESTROOM DOORS SHALL BE SELF-CLOSING. o DR. DR4 / p 14. INSTALL NEW FRP ON ALL KITCHEN WALLS VISIBLE FROM PUBLIC AREA. 2. SEE SHEET A7.2 FOR KITCHEN AND RESTROOM FINISH SCHEDULE. PAIR STOREFRONT DOORS SINGLE S CREFRONT DOORS 15. REPLACE ALL BROKEN FLOOR TILES IN KITCHEN, SERVICE AND DRIVE THRU ARE, A1 . 0 OMEDIUM STYLE CLLR ANODIZED O ' MIA STYLE aria ANODIZED STORAGE, OFFICE AND EMPLOYEE ROOM IN KIND. W/ 1/4' TEMP. GLASS W/ 1/4• TEMP. GLASS R' a a> ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA,CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION -I—i P--5.2--0 I I— F N__coul. yIZ1 e P —1 .,�,� 1NIEIVO 3>I00 13NIBV3 ..9Z '3313 ,,b4 / 1, ' m1M111. 7 II uom \ ......________ \ 7 ii i .. 1) I1 1 ; r e B I II I - - o a o o j '.; L '_ = lie ' 42' 3�' 42' 34' 42' w �c rrcr. -rc �rr c �rrplir P. ,^ day day V2j r/ZJ d24 �ZxbB ��xbZ P2XP2 apxi7 b8xi'Z I to L �1 IAA ' 1-J Il 5 1L.1 1 I� IVOZN� 1♦ It 1 ♦ f ♦ • ♦ f ♦ 1 L — i - �n w w ,� 1 i' 1 •1 917 X BP Vad 11 _ / _ � , . 30 x 60 24X36 24X48 !� II 1 24X 4TIER DUNNAGE DUNNAGE 60 24X60 ® ® VS VSA VS: VS ds� I IIF II 4TIER 4TIER / ` 7 ` ,z f I ... y 24X36 7 — 2 w gay 2� w 11I4 4g DUNNAGE bl +� ,� CS.�� a ❑ 8L.x0€ ii0°)Ctj .I 17z b8 \ 01'• day ! I __ I1— 7 — BUNS BUNS 'I' V ., , ZbxbZ ! I 1 L �. e 4 W c, r 24X36 vt, vt, drJVgJ — W DUNNAGE �' vI ou " - ,..2f CU Q f�1I� ;� 24X60 24X48 ° 18X36 - 1rNlf Q 4TIER 4TIER DUNNAGE L — ii II «• 1 24X36 — ® ® ® DUNNAGE �a� s`®®®�I— p - — I ID 4,,19) 4-Fs71 ER� 4-+o�4� Z 1'x b� � . ,m, �I ipt.-,4, ,/ trZ 172 • 0,4) 4/ '�_I; I 1i ®®awl— J8L£08 vgA 11 .•xkr �� iii i ® i © _ G 34TIER6 30TIER8 r-1 I ® 1 - _ I I - 1 I I I I il.� 7 © � � — _ I so !it • FL/ ry ry Iv ru Po (--,7-'11 ---- :1-I /11-'11 DA D� D� D� D� I -� t\ I� I 411111 ry ry ry ry Iv I I I i I , -'' f- — — — , I I / t L -,/, i 4 7 4 7 d 1ii..... 7 EX�1n – — I I. M� f 11 I , L —� "I / 1 THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE <; I / / RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE co r m PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO —. / I / LLJ x x `�' SUCH USE. RE—USE, REPRODUCTION OR PUBLICATION BY ANY ® METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE — I-- cu v v r -1 _ PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT — — SPECIFICATIONS PRESUDIC%LA CONSVISUAJTE CONTACTIWITHFTHESE PLANS AND 1 SPECIFICAl10N5 SMALL CONSTTTUTT PRIMA FACIE EVIDENCE OF THE — 18X30 ACCEPTANCE OF THE RESTRICTIONS. ---.... i -"-.. I DUNNAGE 1I , —� I HN S.DODSON ;f: , ,f.; � 623 . // Gs 1 1' • SANTA MONICA,CA 1 - - 8F BO. J I I ! L J NORTH SEATING PLAN W E SCALE: 1/4" = 1'-0" s LOCATION STORE #5282 10105 SW NIMBUS AVE. TIGARD, OR 97223 DATE 09/16/19 JOB NO. DRAWN BY CHECKED BY DO JD FILE NAME A1 .0 Floor Plan.dwg SEATING PLAN A1 . 1 1J IY _II -I -.1 I I I__ - F "_t '-'7 B ARMET DAVIS NEWLOVE & • A6.1 ASSOCIATES, AIA ARCHITECTS ALUMINUM ROOF VENT 1330 OLYMPIC BLVD. TO PROVIDE NOT LESS SANTA MONICA,CALIFORNIA 90404 THAN 1:150 OF THE PH 310 452-5533 FAX 310 450-4742 AREA VENTED - TYP. GC VERIFY QUANTITY SIM A6'1• lift REV. DATE DESCRIPTION • A6.1 A6.2 ,'i B '.,. I i ff SIM SIM. — -- A6.1 (N) TOWER ELEMENT I 1 a. SIM. I \ li \ --I co • REPAIR ROOFING AT TOWER TYP. nos I • a 1 \ *SLOPE ... � .:. L---- ____1 (E)SCUPPER THRU ROOF OR ROOF DRAIN. REPAIR AS REQ'D. VERIFY LOCATIONS AND QUANTITY ND ) IIIIIIII INSPECT FOR REQUIRED SCOPE OF WORK. RELOCATE DRAINS BOUTSIDE OF PARAPET WALL BRACING AREAS FOR EACH A6.2 _24X30._ LOUVERS EXISTING DRAIN LOCATION - VERIFY IN FIELD. TYP. • REPAIR ROOFING AT __ PARAPET BRACING AREAS I TYP. i • O0 QM. EXIST. ROOOP HVAC UNITS TO REMAIN. GC TOCOORDINATE TOWER AND PARAPET WALL LAYOUT---- 24X30 FULLY LOUVERED PROPER FLASHING AND ROOFING REPAIR AROUND ACCESS PANEL UNITS AND CONTINUED UNIT OPERATION ! s _-- ._-, A6.1 41110 I -- 0 -_ SIM. EXIST. ROOF PATCH AND REPAIR AS REUIRED REPAIR ROOFING NM AT TOWER TYP. 24X30 FULLY LOUVERED • . / ACCESS PANELI I REPAIR ROOFING AT - PARAPET BRACING AREAS A _ _-. TYP. j Nos(N) 6'-0" LOGO SIGN UNDER SEP. PERMIT THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE I RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBUCATION THEREOF IS EXPRESSLY UNITED TO ( ( I (N) TOWER ELEMENT SUCH USE. RE-USE, REPRODUCTION OR PUBUCATION BY ANY ii I! METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLAN. WITHOUT SPECIFICATIONSPRPREJICE. CONTACTTSWIN WITH THESE PLANS AND I I ` ' SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. NI- AI '" \ A6.1 D 24X30 LOUVERS �� yff SIM. 8 A6.1 c e*" I i 4110111 .623 ii....) I to SANTA MONICA,CA • os Alli F p f p IE A6.2 A6.1 NORTH ROOF PLAN wEBE -t1 -_---11-- R n f n SCALE: 1 4 = 1 —0 I ' OUrt „,.... s I �f : ..___. - _ , , ROOF PLAN NOTES i1. _____ 1. G.C. TO VERIFY LOCATION OF EXISTING ROOF DRAINS AND CLEAN =_ AND REPAIR DRAINS AS REQUIRED. ,. 2. CONNECT SIGNS TO EXISTING CIRCUITS. 3. ESIT. MNSARD ROOFS TO BE DEMOLISHED 4. REPAIR ALL EXISTING ROOFING TO REMAIN FOR WATER-TIGHT CONDITION AND WARRANTY. NEW ROOF AREAS ARE AS SHOWN LOCATION AND TO TIE IN TO EXISTING ROOFING SYSTEM WITH COMPATBLE SYSTEM. 5. REFER TO DRAWINGS 1 THRU 6 ON SHEET A8 FOR STANDARD STORE #5282 ROOF DETAILS 10105 SW NIMBUS AVE. 6. REPAIR EXISTING COPING TO REMAIN AND PAINT PER ELEVATIONS. TIGARD, OR 97223 7. 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 DATE PERMIT IS REQUIRED FOR REPLACEMENT. 09/1 6/1 9 8. G.C. TO VERIFY FLOW OF WATER. JOB NO. 9. NEW BUILT UP ROOFING SHALL BE WITH PRODUCTS CERTIFIED BY COOL ROOF RATING COUNCIL FOR 3 YEAR AGED SOLAR DRAWN BY CHECKED BY REFLECTANCE OF MINIMUM 0.55, AND MINIMUM THERMAL EMITTANCE OF 0.75 OR MINIMUM SRI OF 64. DO JD 10. CERTAINTEED CORPORATION BUR SYSTEM WITH COMMERCIAL FILE NAME COOLSTAR MEMBRANES OR EQUAL. A1.0 Floor Plan.dwg 11. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. ROOF PLAN LEGEND EXISTING WALL //////////, NEW WALL A2 .0 NOTE: NEW AC UNITS TO NOT EXCEED HEIGI-T OF PARAPET WALL. - EP-2G NEW EXTERIOR PLASTER STUCCO NEW EXTERIOR PLASTER STUCCO NEW TOWER WITH OVER NEW FRAMING AND WALL AT NEW LOGO NEW TOWER WITH OVER EXISTING WOOD SUBSTRATE _ NEW LOGO NICHIHA SIDING AREAS OF REMOVED GREENHOUSE _ SIGN NICHIHA PANELS01: SIGN REPAIR AND/OR REPLACE AS EF-9G TYP. A z EF-9G REQUIRED FURR AS REQUIRED TO 4121111 �EP-2G W ALIGN WITH FACE OF BRICK _ COPING NEW LIGHT BAND BY SIGN MANUFACTURER COPING ‘'M - NEW LIGHT BAND BY SIGN A �+ t MANUFACTURER +��,_�� - $ +20_6" _/- VW 1 ,j �;, INFILL FRAMING LINE OF ROOF DECK TOP OF (Ni) COPING GEO TOP OF (N) COPING - /� �� o AT AREA OF OFFSET ANGLED COPING ARMET DAVIS NEWLOVE & EXPANSION . I ROOF (� e� EX. LIGHT FIXT.REPLACE +17-R =/- 11,. EX. PLASTER STUCCO PAINT MD COPING JOINT - TYP. ► GER \ Ir - i% i , `� / WITH NEW LED LIGHT - / TOP OF (N) COPING ASSOCIATES, AIA ARCHITECTS REPAIR AND/OR REPLACE AS ' COPING I/ ;,� /, I COPING / TYP. --'J BEYOND REQUIRED AND PAINT - TYP.EP-2G -a /// r; /// 1330 OLYMPIC BLVD. I 1 / SANTA MONICA, 1 1 I I 11 11 1 III 1 1111111 . 1 _ H Il 11 II / I III 111 1 ONG I 11. I1111 _ 1 1 1 IN /. CALIFORNIA 90404 - =/- ,'`. PH 310 452-5533 FAX 310 450-4742 1 / �` I "� TOP OF COPING P LINE OF EX. GREEN -- 1 �'' I r \, -/ % `"T~- �_ R . DATE DESCRIPTION HOUSE TO BE L I i 14'-0" r1"t �.1 I NEW EXTERIOR PLASTER OVER NEW DEMOLISHED 1 �-63 La pj ---I- __ ---s, 1 SHEATHING OVER RA EXT SEA NG 0 E NEW FRAMING �- --- - - ( ------- - -- �. t r1�,. 1Y ��---- - - a AND FURRING - REMOVED _ -t r .� MANSARDS (EP_2G� e'-', 41-0" i �r fa.,f.waraae�aa t3rrs.1��a�aarrf�uf��•e,•�a��fa d �� f: ��=��a��aa�, way. ��w�,rs��r�,�,r,� 0 32'-O" '1/!��11`'��►��... ......�w•a�;wed{�.1�.M��1�.�.�.:�..� ��,�' ) y LINE OF EXISTING • • 1�� MIMI a�� O�l/,,ra1r,1��.a�4Iw1�11�111� N `� f - 1 4 VERIFY _ +9'-6" VLRIFY.i'. - 1 I 1 I 1 ` y MANSARD TO BE REMOVED TYP Y sv T.O. NEW CANOPY I ( t• ; r , �S > r' +EC-0" VERIFY - I ; , ; . ; , ; . . ' , ' . ' .�� ' ' , ' , ' ' T - _/ ipi T 0 FX cTnRFFRONT _ r i 1 ' ' ; ; ' i , 1 ), NEW CANOPIES - ' ' , ' TYP. - > O / �� ; i; ; ; 11 ; , ' , , , , , , ' , , , , , , , , ; , LINE OF EXISTING WOOD TRIM �MP-3GJ - o i I PROVIDE FURRING AS . ---- I / `• ' , I; , ' f. , , , , , ,`\ REQUIRED FOR SUBSTRATE NEW STOREFRONT o / \ ; , ; , ; , ; , ; , ; , BELOW NEWSTUCCO - TYP. WINDOWS TO MATCH - / ' ' T EXISTING - TYP. I I 1 I ;I ; , T- _,moi,sr�.��}- =r�r�►ur� ti�, L 111 / 111111111111 +3'-0 (VERIFY) / .; `� s ; ' ' ' ' , ' , ' , 1 '111111111111 / 111111111111 . 1111111 , ' • 1 , 1 , ' , 1 . 1 ' • ' . ' , ' , ' , ' , ' , ' , ' , ' , ' FX T'S WIHACE XNEW HED TOP OF EX. SILL t ' \' . '/ 1I' ti"r 'r 1 ti ' ti' r '1 1 ti ti" y ' IS ' f % ' ' fi , \' S II I ' r' a, I ' \ ' \' ' i ' I ' %' ti' y --I \ :J 1 , � ' ;tom, \ 1 ' , ' , ' 1 ' , , I I I I I ! ' ! 1 NEW BREAK METAL - / r/ i I , \ i I I 1 , , , , , f ' , f 1 LIGHTS AT 9'-0., TO MATCH STOREFRONT ' ' I , ! ! , , i ! i ! f , f ' 1 . ! . , , 1J1 . f f f 1 1 , 1 1 ' f ' , r , 1 1 1 `./ y I > 1 ,_r , , 1 , 1 , t , 1 ! 1 t , \\ ,/' +i'-//" `\\\ 1 1 1 1 1 1 I 1 f 1 11 1 ' 1 1 1 • I I I I I .,I I I I I i , 1 I 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1\\I f f f 1 If f If f 1 1 f i.' f 1 1 1 f 1 f f T.O. SLAB / 1 NEW BREAK METAL NEW STOREFRONT NEW BREAK METAL WINDOWS TO MATCH TO MATCH NEW TOWER WITH TO MATCH NEW STOREFRONT NICHIHA PANELS CANOPY LENGTH 24'f: `MAIN ENTRANCE ELEVATION EXISTING - TYP. STOREFRONT MERCHANDISING (E) BRICK REPAIR AND STOREFRONT TO MATCH EF-9G NEW BRICK VENEER COORDINATE WITH REPLACE TO MATCH AS 1 NEW BRICK VENEER ON EXISTING TO MATCH EXISTING "FCS 1954" SIGN REQUIRED - TYP. NEW WALL TO MATCH ( GLAZING AREA: 215 SQ. FT. PAINT SCALE 1/4' = 1'-0" II/ EXISTING - TYP. in ( P-4G) 13 g gat NEW LOGO Val OPP, raw SIGN" DIA. LOGO VP (EF-2G) SIGN ,. NEW EXTERIOR PLASTER EF-9G ' OVER NEW FRAMING AND4111B l'''i FURRING TYP. In z COPING NEW TOWER WITH LINE OF EXISTING NICHIHA PANELS +20'-6" _/- ` MEMOVRD TO BE ^\ ' COPING NEW LIGHT BAND BY /-(EP-2G) �• +21'-(�" SIGN MANUFACTURER LIGHT BAND BY SIGN NEW EXTERIOR PLASTER I TOP OF COPING TOP OF (N) COPING GIB -- LINE OF MANUFACTURER _ / \ / ROOF DECK 1 / EXPANSION STUCCO OVER NEW _ �, EXPANSION COPING VERIFY �!� \ • 1 JOINT COPING MP-3G FURRING OVER AREAS OF 1 JOINT COPING "� (N) CANOPY REMOVED MANSARDS TYP. ///� = f' \\ I 72"� LOGO SIGN (TYP.) C--,. ?[] f ;��,RGE R \1 TOP,OF- "20/20 LT. BAND ot +16'-O" (VFRIFY) lil 111 )1111111 11111111llllllllll 1111 lull 11/ 1111111111111111111 !1 .11111 111111111111. 1 __ 1 _)1111111 _� 1111111111. 11111111 I)111111111111111 )11111 ; 11111111111111111111 �/ 11112/ 11111111111111 /1111111111111111111111111 Il 11� 11111II III111111X11111111111111111111111111111 1111111 Ill 111111111 0, 1 @Nr TOP OF COPING .qEF-9G 1 ��' ? 1 `,� 1 . . NEW TOWER WITH I � 1 �`� -� / f i NICHIHA PANELS LINE OF EX. ,/ I , 12 I ,� pi 1 i S N..,-----� C MANSARD ROOF TO L _ I _I ________ _ + L __ BE DEMOLISHED - N. i - -- TYP. THROUGH-OUT ~` I �'�� EQ. EQ. EQ. EQ. ' MP-3G� _ //��. 1 j I f' -r 14'-0" 1 .r I C'-Oy` r `•, 1 1 1 r, I ��(N) CANOPY �' I I I ,, ```, I I I +9'-6" VERIFY TYP THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE L - '- B.O. (N) CANOPY r cU I .. RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE 1 I j I I `� PREPARED AND PUBLICATION THEREOF ISPR 1 . , ifi f, . , , . , l . - LINE OF EX. GREEN EX ECATIONBYANY yam' . , , , ' , , 1 , , , , , , , , 1 1 1 1 , , ' - f 1 . • , • Y , , , , , SUCH USE RE-USE, REPRODUCTION OR PUBLICATION BY ANY 1 1 , f , 111 ' 1 EX. WOOD TRIM TO BE REMOVED ' , ' , ' , ' , ' , ,(' , ' , ' , ' , ' , ' , ' , ' , ' ' . ' , ' , ' . ' , ' , ' , ' , ' , ' , ' , ' , ' . ' , ' , ' , ' , ' , ' , ' , ' , ' , ' , I 1 1 { HOUSE TO BE METHOD, N WHOLE OR IN PART. AI PROHIBITED. TITLE CH THE i i i i f r , , , I I , 1 1 , , 1 DEMOLISHED PLANS AND SPECIFICATIONS REMAINS WaRi THE ARCHITECT AND/OR FURR OVER FOR / 1111111111111 . 11111111 • 111111111111111111111111 1 ' 1 ' 1 ' 1 ' ' ; ' ; ' ; ' ; ' ; ' ; ' ; ' ; ' ; ' ; ' 1 ' ; ' ; ' ; ' ; 11 ' ; ' 1 ' ; ' I I - WITHOUT PREJUDICE. VISUAL CONTACT WITH THESEIPLANS AND SUBSTRATE FOR NEW EXT. i I ' i ' i �' ' ' f / I s ACCEPTANCENOF THE RESTRICTIONS.EPRIMA FACIE EVIDENCE OF THE PLASTER - TYP. f - 1 1 1 , , , , 1 , , 1 , 1 1 1 1 1 1 I 1 1 f , 1 (p 111111i , ��, 1{ , ' , ' , ' , ' ' , ' , , ' ' ' �, ' , ' , , ' , } ( , , , , , , , , f ' . , _ , , , , , , , , , , , , . 1 . 1 . 1 , 1 . ' . /' ' , , , � ' \ I I ~�"" STEEL PIPE BOLLARD 1 1 '_ ,it �. 1 I I 1 I' s,�/ PAINT WHERE OCCURS ) , V ' , 'I. � ' � , ' 1 R 1. , _ 1 ; , 1 - 1 ; 1 ; 1 ' ! i ' 11 ! 1 . ( I �� ' E 1 N 1 NEW STOREF ONT e' TYP. ; , �...'� ..;.', ' , �.,r ;r.,_z_, l:a.� IMIR i....' t.._ NS DOD SON� , � ' If' I �1 1 'II 1 i 1 1 , , ' i ' i ' , ' I• i ' H."'.,-; i ' i ' , ' , ' i ' , ' i ' i ' , ' , ' i ' i - /r 1 , , 1 1 1 S. N -4 , / 11 / 1111111111111 .411111111 23 � "1""- y�l. , .71 ' 1 5� ��r , 1 , 1 , �� ..o . 11 , 1 1111 . 1111 HN 111 [ 1111111111111111 '�t ' . ' i ' . ' . , . '� I SANTA MONICA,CA I - I , - /P 1 1 , 1 , , , . . , . , , , ! 1 1 1 . 1 1 1 1 , , , ....��J_...��__a_i��iGoo ._ ' '_, ' , 1 ' • s, I I I 1 I I r 1 i I r I $ I I 1 ' 1 I i ' , I I 1 +()'-{7" l T.O. SLAB MERCHANDISING EX. BRICK PATCH AND EX. BRICK PATCH AND 1 NEW e/i. REPLACE EX. LIGHT ALIGN UNDER EACH EX. ELECTRICA► REPAIR WITH NEW REPAIR AS REQUIRED STOREFRONT WITH NEW LED LIGHT TYP. BRICK TO MATCH - EX. DME AND PAINT( EX. WOOD TRIM ® NEW BRONZE SCHLUTER 0 f O % - REPLACE EX. LIGHTS SERVICE PAINT EP2G EX. BRICK PATCH AND STRIP AT ALL EIGHTHS- TYP. GLAZING AREA: 108 SQ. FT.( EXISTING & PAINT TYP. THROUGH WINDOW TYP. PAINT TO NEW BREAK METAL REPAIR AS REQUIRED NEW TILE OVER TILE CORNERS OUTSIDEND WITH NEW LED CEP-71--G EX. WOOD TRIM REMOVE MATCH EXISTING TO MATCH NO PAINT WAINSCOT NEW BREAK METAL 3-PART STUCCO LIGHHS- TYP. EP2G AND/OR FURR OVER FOR BRICK STOREFRONT np TO MATCH SUBSTRATE TERMINATIONS - TYP. DRIVE THROUGH ELEVATION EX. BRICK PATCH AND REPAIR AS REQUIRED WITH MERCHANDISING ALIGN EX. BRICK PATCH AND REPAIR AS SUBSTRATE FOR NEW EXT. PLASTER - TYP. STOREFRONT 2 NEW BRICK TO MATCH UNDER EACH LIGHT REQUIRED0 == __- SCALE 1/4' g• 1'-0` EXISTING TYP. TYP. =- 1111."' _. ..- DOOR SCHEDULE DOOR NOTES LEGEND = = N0. TYPE SIZE (W x HT.) THICK. CORE FACES FRAME GLASS HARDWARE NOTES = = _: x...),Titi) 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 � EXTERIOR CERAMIC TILE: GRANITE FIANDRE, SENSIBLE STONE ED5052, RED NATURAL .= y�� 4" TEMP. (EF-9G 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, 1 1 PAIR 3 -0 X 7 -0.. 1 3/4" AL AL DUEL GLASS HARDWARE 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 E• XTERIOR FINISH FIBER CEMENT: NICHIHA, VINTAGE WOOD CEDAR _ FOLDING DOOR SHALL BE MEASURED PARALLEL TO THE DOOR AT THE DOOR PULL OR (TR-1 G) ALUMINUM TRIMS, ARCHON; NICHIHA, VINTAGE WOOD CEDAR 1/4" TEMP. PANIC 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LATCH. 2 2 3 -O.. X 7.-O.. 1 3/4" AL AL DUEL GLASS HARDWARE LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY. I\EP-2G) E• XTERIOR PAINT: PPG, COLOR "TANNER'S TAUPE", 10. SWINGING DOOR AND GATE SURFACE WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND EP-4G EXTERIOR PAINT: PPG COLOR "MONTEREY CLIFFS" 10YY 14 080 FIELD VERIFY ALL ROUGH IN OPENING 3. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OFA KEY, ( , # / TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING \ LOCATION APPROVED TYPE. THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS Cyi a METAL COPING: W.P. HICKMAN SYSTEMS, INC., COLOR "SILVERSMITH", A-30 DOOR TYPE 4. PROVIDE APPROVED PANIC HARDWARE ON REQUIRED EXIT DOORS. PANIC HARDWARE SHALL IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES MB METAL COPING W.P. HICKMAN SYSTEMS, INC., COLOR PAINT TO MATCH EP-2G STORE #5282 BE PROVIDED ON EXIT DOORS SERVING ROOMS, CORRIDORS, OR STAIRWAYS HANDLING AN SHALL BE CAPPED. EXCEPTION: AUTOMATIC AND SLIDING DOORS OR GATES. GM METAL COPING W.P. HICKMAN SYSTEMS, INC., COLOR PAINT TO MATCH EP-8G 10105 SW NIMBUS AVE. OCCUPANT LOAD OF 50 OR MORE PERSONS, FROM ANY GROUP A, E, OR 1-2 OR 1-2.1 11. THE LEVER OR LEVER OF ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TIGARD, OR 97223 3'-0" 3'-O" OCCUPANCY. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHAL TO WITHIN 1/2" OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS �MP-3G) M• ETAL CANOPY: CLEAR ANODIZED 9") 2'-0" J ' 3 ,'", 2'-0" ,�iL 3 8 SHALL BE INSTALLED. I ( A9 1 A9 A9 5. EXIT DOORS FROM GROUP A SHALL NOT BE PROVIDED WITH LATCH OR LOCK UNLESS IT IS DURING EGRESS. (MP-4G) M• ETAL AWNING / STANDING SEAM ROOF: BERRIDGE ROOFING, COLOR PREMIUM METALLIC "ZINC COTE" I PANIC HARDWARE OF FIRE EXIT HARDWARE. 12. ILLUMINATED EXIT SIGNS ARE REQUIRED AT EACH EXIT AND ARE REQUIRED TO HAVE (EB-1G) EXTERIOR BRICK: PINE HALL BRICK FACE BRICK OLD IRVING 0/S DATE IDI. � o /fir TRANSOM Wf TEMP. MINIMUM 6" HIGH BY 3/4" STROKE BLOCK LEI[ERS ON A CONTRASTING BACKGROUND. SEE " / /16/19 N N T r---GLASS WHERE OCCURS 6. OPERABLE PARTS OF HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS EXTERIOR STONE: CORONADO STONE, 24 CHISELED STONE SILL BROWNSTONE 09 ROTON HINGE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR FLOOR PLANS AND ELECTRICAL DRAWINGS FOR EXIT LIGHT LOCATIONS. (BROWNSTONE) JOB NO. "4--- 'J /\ __'� 1 I ROTON HINGE 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 GB EXTERIOR STONE CORONADO STONE, QUICK STACK (CARMEL MOUNTAIN) ` -- / N ALTERNATE LOCATION - \ ,/-ALTERNATE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. LATCHING AND LOCKING DOORS THAT 11/CS2 FOR DETAIL. DRAWN BY CHECKED BY AIM __ / \ / FOR ISA SIGN 3 \ / LOCATION FOR ARE HAND-ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE " " GENERAL NOTES DO JD 14. GLAZING WITHIN 24 OF EITHER SIDE OF ANY DOORWAY AND LESS THAN 60 ABOVE A FILE NAME A9 / A9 �� ISA SIGN EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER WALKWAY SHALL BE SAFETY GLAZING. �-PANIC o PANIC HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE of / HARDWARE I HARDWARE " 1. ALL SIGNAGE UNDER SEPARATE PERMIT. A4.0 OPENING HARDWARE. 15. GLAZING IN EXCESS OF 9 SQ. FT. WITHIN 18 OF WALKING SURFACE SHALL BE SAI- - \ 2. ALL EXISTING LIGHT BAND TO BE REMOVED AND INSTALL NEW. SEE DETAIL 8 ON SHEET A8. \ / a 7. DOORS CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN GLAZING. 3. PATCH, REPAIR AND PAINT ALL EXISTING EXTERIOR PLASTER TO REMAIN. REFER TO DRAWINGS EXTERIOR ELEVATIONS / 9 / 9 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. 1, 2 AND 6 ON SHEET A9 FOR STANDARD PLASTER DETAILS. cD �`L \__/ A9 ® EXE. OR / A9 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. DOOR AND GATE SPRING HINGES4. EXISTING STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS REQUIRED. �, / SHALL BE ADJUSTED SO THAT THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE 5. NEW STOREFRONT FRAME FINISH SHALL BE BRONZE FINISH. EXISTING FRAMES TO BE PAINTED SHALL MORE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. TO MATCH NEW STORE FRONT, cilPAIR STOREFRONT DOORS 0 SINGLE STOREFRONT DOORS 8. REQUIRED FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE 6. SEE SHEET A7.1 FOR FINISH SCHEDULE. MEDIUM STYLE CLEAR ANODIZED MEDIUM STYLE CLEAR ANODIZED APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS, OTHER EXTERIOR 7. SEE SHEET A11 FOR NICHIHA SIDING DETAILS. ,i, , W/ 1/4 TEMP. GLASS W/ 1/4 TEMP. GLASS AND INTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5 POUNDS. 8. PROVIDE METAL TRIM SCHLUTER JOLLY" BY SCHLUTER SYSTEMS W/ BRUSHED ANODIZED ALUMINUM FINISH Q ALL OUTSIDE CORNER OF TILE FINISH. a'------\/ t EF-9G NEW TOWER WITHEP-2G ARMET DAVIS NEWLOVE & NICHIHA PANELS EF-9G BEYOND • '1 LINE OF ROOF SIM STUCCO ORVER IOR EWSR NEW TOWER WITH ASSOCIATES, AIA ARCHITECTS DECK VERIFY WaY FURRING OVER AREAS OF NICHIHA PANELS ® 1330 OLYMPIC BLVD. 4111[11 ME) REMOVED MANSARDS TYP BEYOND SANTA MONICA,CALIFORNIA 90404 NEW LOGO ® NEW LOGO PH 310452-5533 FAX 3104504742 S SIGN " ® NEW LIGHT COPING ® COPING , CAN -4-212=6 =1- COPING BAND BY SIGN COPING +19'-0 ry_ TOP OF (N) CO^INC / MANUFACTURER / ! l L TOP OF COPING +4� REV. DATE DESCRIPTION / I / - j-� COPING COPING // I EXPANSION r° i- 1 _. __ _.. +16'-0" (VERIFY) - I I / �� LINE OF EX. -..••l "- MANSARD ROOF TO TOP OF COPING r . i I I BE DEMOLISHED - -�` J ` I TYP. THROUGH-OUT LINE OF EX. r �•`��t..-- / I , �=` 4_ ......I MP-3G MANSARD ROOF TO `" ��' �- .``` I / CANOPY BE DEMOLISHED - LINE OF EX. /' MANSARD ROOF AND TYP. THROUGH-OUT '��- / `Q EQ. CQ `�`� / 1 !�— DRIVE THROUGH ''L.,___-." _,__._ \ 1' / .`. STRUCTURE TO BE `. / i '� DEMOLISHED L - _, 1 ...1d.' 1 1 1 I I 1 1 1 I I 1\1\I 1 1 1 1 1 1 _ i _ 1 _ 1 I 1 1 1 1 1 1 1 1 1 1 i I I 1 1 1 I 1 1 1 1 1 1 I 1 1 1 I t I i i I I I I I I I I - I - I _ I , - I _ I - I - I - I I - 1 .A, - I . I - I 1 I i 1 I 1 I I I 1 I I I I I I I I I I I I I I I I I ('� 1--1 I' ASI I I I 1 I I I 1 Y - " .s., I I I I i I I i i 1 1 I I I I 1 I I I 1 1 I I I 1 1 I I 1 1 ( i i I I I I i - EF-9G I I 1 I I 1 I i I 1 1 i I 1 1 1 I 1 I i II 1 1 I I I i i I I 1 1 I I 1 1 1 I 1 I I i I 1 1 1 I I i I _ EX. WOOD TRIM TO BE REMOVED ; 1�ommlummiM@=l�NMM=MIEN lMIl��i�MIl�� - i��lNM MB=MI NEW TOWER WITH AND/OR FURR OVER FOR ` ' ' ' ' ' ' ' ' ' ' F-1� - NICHIHA PANELS 1 1 1 1 f 1 1 1 1 1 1 \I 1 I 1 f f I i 1 I { 1 1 1 1 I { 1 1 1 I 1 1 I 1 1 1 1 I I 1 1 1 1 1 1 1 I SUBSTRATE FOR NEW EXT. I I I I I { f { l ii r ) { I I I I i i AI i i i 1 { i i i i i 1 rill mil i_ i r i i i i i i - BEYOND PATCH REPAIR AND/OR TYP. 1111111 1 I II 111 I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ PLASTER - 1 I I-. I 1 .X 1 1 1 1 1 1 1 , 1 I I I r i l I I 1 1 I 1 I I 1 , I I I , I 1 , I I I 111 l 1 I I 1 I I I , 1 .1," 1 I ' I ' I ' I I I I II I I 11 .1. i i I I , i l l i 1 i 7 I I I I 1 1 I I 1 1 1\ 1 1 11 1 1 1 I I I I I I I I I I 1 1 1 _ REPLACE CONCRETE AS 1 1 1 1 1 1 1 1 1 1 1 ( • I I I �r 1 1 1 11 1 1 1 1 1 1 1 1 IIIIIIIIIIIK IIIIIII 1 III REQUIRED AT REMOVED DRIVE EXISTING BRICK PATCH 1 1 1 1 11111111 '\ 1 \ 1 I I , ,( 1 I I 1 I 1 , I 1 I I I I 1 , 1 , I I I. 1 1 1 r 1 1 1 1 1 1 1 - THROUGH ROOF STRUCTURE AND REPAIR TO MATCH I I I I 1 1 I I I I I \ Ili l I 1 I 1 Al 1 I 1 I I I 1 1 1 1 I 1 I 1 I 1 I 1 1 1 I I I 1 I EXIST. STORE FRONT TO MACH EXISTING 1 1 1 1 1 1 1 1 1 1 1 \ I I \ 1 1 1 , 1 I 1 1 I i i 1 i 1 I , , I I I I I I 1 A I 1 I I I I I I 1 EXISTING AND PAINT I I I 1 , 1 „ ' l l vv i i i \i i i i l i i I I 11 i 1 i i i i i i , , i i i I i 1, 1 I I { I I I ' I I REPAIR AS REQUIRED CONDITIONS 1 i 1 I f 1 I 1 1 i 1 V I I 1 I I I I I I I I I 1 IIII I 11 I I 1 1 III IIKI IIIIIII I OW , I i 1 ( 1 I 1 I , I V 1 1 I I t I�( 1 1 1 1 1 1 1 1 1 1 I 1 I )1 1 1 1 1 1 1 I 1 1. 1 1 1 1 1 I 1 1 I OR NEW STARE 1 , I I [ 1 1 i 1 I I III 11 /11111111111 I I i I 1 1 I I 1 I 1 1111111 FRONT - GC VERIFY i , i i 1 E i , i i I I I i 1 I I I . i I i I I i I 1 `\ ' l�ltM=�l�ll OM MIME no mi am�la��1•� mil ml am omd-l�l�ENll , -r I , , 1 I 1 f 1 1 1 1 \ ��1\��NMMI1�1♦ 1111111111111111011 MIME ��IPt1�ll��l�EN I 1 1 111 ■ REPLACE EX. LIGHTS EXISTING GAS SERVICE REAR ELEVATION EX. EXPEDITING WITH NEW LED REPLACE EX. LIGHTS RE-PAINT TO MATCH "� DOOR REPAIR AS EIGHTHS- TYP. EB-1 G WITH NEW LED BUILDING AS ALLOWED SCALE 1/4" se 1•-0• REQUIRED AND EIGHTHS- TYP. PAINT(EP_4) EXISTING BRICK PATCH AND REPAIR TO MATCH EXISTING TYP. AT WAINSCOT SIM. NEW EXTERIOR PLASTER STUCCO THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE B A OVER NEW FRAMING AND WALL AT RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE AREAS OF REMOVED GREENHOUSE PREPARED AND PUBUCATION THEREOF IS EXPRESSLY UNITED TO NEW TOWER WITH NEW TOWER WITH •6. M / SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY NICHIHA PANELS NICHIHA PANELS TYP. EP-2G� METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITTLE TO THE NEW LIGHT J PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT EF-9G BAND BY SIGN EF-9G ® WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND MANUFACTURER -- LINE OF ROOF DECK VERIFY NEW LIGHT BAND BY SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE iCIDn SIGN MANUFACTURER COPING EF-9G ACCEPTANCE OF THE RESRICTIONS NEW TOWER WITH NEW LOGO NEW LOGO r ��13 i� MC-3G) NICHIHA PANES �I��ER ED I� r1+91'-0" SIGN COPING SIGN Y a�` 1O MP-3G EXPANSION TOP OF COPING IZEIM I �` T NEW CANOPY JOINT l COPING ` �� / +70'-6 VERIFY �! e� I I TYP. TOP OF NEW TOWER OW COPING t-\___- I -� co I ® I / - +HN S.DODSON '� I / NEW EX. PLASTER OVER NEW COPING x•23 • I i..,„,17,11, FRAMING OVER AREAS OF \ , �/ I$" J I , SGN LOGO d, SANTAMONICA,CA REMOVED MANSARD ROOF- I1 1(I � ° �- 11I11I((I11111111111111I11!((1111 ��II1IIIIIIII1IIII III1 ��111I1I111II1I11111111 LINE OF EX. 9 `�00..,. EXPANSION __ _1\11111111111111 ' -I MANSARD ROOF TO l JOINT IS— I �' I _ ' 44 I -f , I I I . /- BE gEMOLISHEa ©� pt MP-3G �,,J I { J // TYP. THROUGH-OUT NEW CANOPY *� I ,\ .,,i NEW CANOPY LENGTH 24'±. LINE OF EX. \ ._ NIP-3G G� I �� I �'•✓ COORDINATE WITH NEW MANSARD ROOF AND - L — -- _ __ _-- --_- ,,..- "PGS 1954" SIGN DRIVE THROUGH ---STRUCTURE TO BE \ NEW CANOPY DEMOLISHEq . -' 42I_O.,'. I I / :-------...............-N'i :t - TYP. ' �---- -B4O-CANOPY -.� _ IO I VERIFY ,C' ,/ FIELD VERIFY \ I I I I i I: _ ___ "I r---/ --- I I I I I - - WiP 1 I ^_ - _ - - 11111 - 1 1 1 1 1 \\ - — ,� -�� - 1 1 1 1 1 \ PATCH REPAIR AND/OR EXISTING BRICK PATCH -/ 0'1 LI ' , ' , ' , \\\ — w _ - REPLACE CONCRETE AS AND REPAIR TO MATCH , 1 , ' , 1 , 1 , 1 \\ - — � REQUIRED AT REMOVED DRIVE EXISTING AND PAINT , , , , , — .I I N \ I f - �` ''\ — THROUGH ROOF STRUCTURE EF-2G - 1 mil► ' T l I ' ' ._, I / TO MACH EXISTING - I I 1 I f I 1 I 1 I c `�''- /' LOCATION CONDITIONS _ , I I I I I I l I l / / — 1 �� . � ; ' NEW STOREFRONT +1'-n" VF I I I I I 1 . \ , 'ti .� . RIFY - I I I I I . ' . ' . '� ' , , w ; T.O. SILL I 1 I\ 1 I I I ' , ; �. ,(', STORE #5282 T.O. SLAB $' 10105 SW NIMBUS AVE. • ■ N\Y NEW STOREFRONT TIGARD, OR 97223 / FRONT ELEVATION EX. WOOD TRIM W TILE OVER 3E PART STUCCO \\\ TYP. PAINT TO NEW BRICK VENEER AT SUBSTRATE NEW STOREFRONT NEW WALL TO MATCH DATE MATCH EXISTING NEW BREAK METAL EXISTING TYP. �_/SCALE: 1/44 • 1'-0" BRICK EB-1 G AT POSTS TO MATCH EXISTING BRICK PATCH AND STOREFRONT JOB NO. REPAIR TO MATCH EXISTING TYP. AT WAINSCOT DRAWN BY CHECKED BY DO JD FILE NAME A5.0 EXTERIOR ELEVATIONS ---:: TW. VENTING OPTION EITHER CAP ON ROOF OR SIDEWALL , / BOTH TO BE APPROVED AND WARRANTED BY ROOFER AT (N) FLASHING RUN INTERVAL TO PROVIDE 1:150 S.F. NET FREE AREA ROOFING UP WALL & UNDER FLASHING -_irA- -- NEW 2X FRAMING • ()MI CLASS "A" ROOF TOP OF PARAPET W/ LED LIGHTBAND ARMET DAVIS NEWLOVE & PLYWOOD (N) 2x FRAMING @ 16" O.C. -- -------2- 1 CUT 12x8 OPENING 0 12"x Q.C. TO ALLOW FOR VENTING ASSOCIATES, AIA ARCHITECTS Xt" PE' Of. MIN. I I (N) PLAST. OVER PLYWOOD 1330 OLYMPIC BLVD. N SANTA MONICA,CALIFORNIA 90404 T '�=� (N) SHAPED PLATE VERIFY PARAPETPH 310 452-5533 FAX 310 450-4742 y� i _118 METAL COPING SEE HEIGHT A8- ELEVATIONS FOR NEW CONT. BLOCKING ___1_ ''s REV. DATE DESCRIPTION f 111110. AT COPING �-(E) T&G SHEATHING I NEW 2x BLOCKING \ (E) TRUSS TO BE REMOVED NEW 2x FRAMING 0 16" O.C. \ ,I 1 1 NEW LED LIGHT BAND BY - ` !�� NEW 2X FRAMING 016" D.C. _ 11 SIGN COMPANY EXTEND FROM EXISTING EXT. WALL A$ NICHIHA SIDING 0/ TYVEK 0/ f _ RUN ROOFING UP & fr NICHIHA SIDING 0/ TYVEK - $ - PLYWOOD WITH STARTER TRACK, UNDER COPING 0/ PLYWOOD WITH STARTER TRACK, FLASHING, COPINGS AND A$ METAL COPING SEE NEW COPING BEYOND FLASHING, COPINGS AND RECOMMENDED FLASHING ELEMENTS PER NICHIHA INSTALLATION I ELEVATIONS FOR (WHERE APPLIES) \ '� RECOMMENDED FLASHING 1 DETAILS - 11P. ,�_1_, FINISHES ELEMENTS PER NICHIHA - CANT VERIFY IF - - �- HT. OF EXIST. PARAPET ( NEW 2X FRAMING 016" O.C. Avr \ INSTALLATION DETAILS - TYP. REQUIRED BASED A8 g _� BEYOND - VERIFY I I EXTEND FROM EXISTING EXT. WALL _ ON ROOFING TYPE ` _ \.1 ROOF SLOPE 24"X24" MIN. OPENING �4 �r _ R 2X FRAMING 16" O.C. BEYOND _ _-/1 z - - - o ROOF OPENING EXTEND ___ CANT VERIFY IF I I ROOFING DOWN CONTINUOUS REQUIRED BASED N AND TIE INTO EXISTING IN NEW CONT. BLOCKING ON ROOFING TYPE \\ APPROVED MANNER - TYP. AT COPING RUN ROOFING UP & (N) 2x FRAMING ,� I UNDER COPING BETWEEN (E) TRUSS 2X FRAMING ® 16" O.C. FLAT RUN ROOFING OVER ANCHOR TO EXISTING PLYWOOD 111 - �\ � � RUN ROOFING OVER PLYWOOD & UP PARAPET REPAIR AS REQUIRED PRIOR TO PLYWOOD & UP PARAPET 6'-0" BK LOGO SIGN 1 ~ WAIL NEW FRAMING ` - WALL �� UNDER SEPARATE PERMIT, ' � ;10.7.<7 2X BRACING � 1 \ 2X BRACING PROVIDE BLOCKING AS REQ'D NEW 48" O.C. NEW 48" O.C. (F� TYP. ROOF SECTION / NEW PLATE FOR EXTENDED (E) PARAPET FRAMING s.,./!\6.1_,/ SCALE: 1/2" = 1'-0" - _,\ ' (N) PARAPET FRAMING PARAPET WALL VERIFY _— } PROVIDE BLOCKING CANT NEW 2xFRAMING 0 16" -�I TYPICAL FOR SIGN NEW 2xFRAMING 0 16" - - ii- PLAN PLAN DIMENSION D.C. ANCHORING O.C. -/ ` -1"----A.,. PREPARE ROOFING AS REQ D PREPARE ROOFING SEALANT, TYP. (E) MANSARD FRAMINGNEW PAR PLATE FOR I FOR PATCHING IN NEW NEW (3) PART PORTLAND CEMENT PROVIDE BLOCKING AS REQ'D NEW PARAPET WAIL / ROOFING FOR NEW PARAPET STUCCO OVER (2) LAYERS GRADE "D" TYPICAL FOR SIGN NEW WINDOW FRAMING AND/OR BRACKET DRIVE—THRU L.4 NICHIHA SIDING 0/ EXISTING FRAMING FOR DRIVE - ,� CANT IF REQUIRED OVM OVER NEW FRAMING OA SHEATHING - THROUGH RODE TO BE OVER NEW 2X FRAMING AT 16' O.C, �\ ANCHORING I �.�/1a1 TYVEK 0/ PLYWOOD ® DEMOLISHED VERIFY CONDITIONS - - - - NEW (3) PART PORTLAND CEMENT DURING DMEOLITION AND PREP T PROJECTIONDWALOF -- .-. .- — .... . FOR NEW FRAMING - - STUCCO OVER (2) LAYERS GRADE "D" ALL EXT. I � WRM OVER NEW EXTERIOR SHEATHING • �i ....t. T INSTALL PER 'I \\, OVER NEW 2X FRAMING AT 16' O.C. ,'t l r '/ MANUFACTURER'SBLOCKING FOR J 1 j AWNING _. RECOMMENDATION --. -- I11 (E) INSULATION (E) MANSARD FRAMING TO BE } =Y DEMOLISHED VERIFY GYP. BD. 1 F �� , (E) WALL FRAMING REMOVE (E) FINISH - - - -- (E) TRUSS & — BRACE MANSARD APLACE WITH NEW 2X AIN (E) INSULATION REPAIR US REPLACE A5 MANSARD FRAMING CONSITRUCTION CONTINUOUS INSULATED = TYP. @NEW SIDING � FRAMING AT 16" O.C. TO EXIST. ROOF - INSULATION : � NEW AWNING i/ STRUCTURE AND NEW EXTERIOR WALL / f 2X FURRING / . / , ' FRAMING FROM TOP OF EXISTING WOOD (E) PARAPTE WALL // BEAM/TRIM TYP. ,-,_-.1. -17-- / lorp--\\ I2-16D EACH SIDE FRAMING VERIFY I �j�/ (E) TRUSS & a' j SEALANT, TYP. MANSARD FRAMING iii____\__ (E) WINDOW (E) EXT. PLASTER, �l PATCH AND PREPARE AS REQ'D10 L \ - L., NOTE: ALSO SEE �- - . NICHIHA SIDING 0/ TYVEK STRUCTURAL - 0/ PLY * ` / -–•, THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE DRAWINGS I NEW CANOPY RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE + \ (E) BEAM TYP. \ T— (E) BEAM PREPARED AND PUBIJCATION THEREOF IS EXPRESSLY LIMITED TO (N) HEADER ff SUCH USE. RE-USE, REPRODUCTION OR PUDUCATION BY ANY (E) CEILING / I I (E) GYP. BD. REPLAIR (E} CEILING METHOD, 1N WHOLE CR IN PART, IS PROHIBITED. TITLE TO THE 1 14 EXIST. WOOD LRLN TO BE 1 14 AND REPLACE AS PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT DRIVE-THRU PLAN DETAIL (E) HEADER VERIFY I 1 I - - SIM. I - - SIM. REQUIRED WITHOUT PREJUDICE. NSUAL CONTACT WITH THESE PLANS AND REMOVED AND/OR STUCCO OVER A9 / t I A9 SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE % ,_/ GC TO VERIFY �� -_/ ACCEPTANCE OF THE RESTRICTIONS. �A6.1___I SCALE: 1 1/2"" = 1'-0" NICHIHA SIDING 0/ TYVEK 0/ PLY BEYOND _� (E) HEADER \„\s\EBfDor�/ VERIFY PLASTER 0/ METAL LATH 0/ 2-16D EACH SIDEetA -01-IN S.DODSON .$ BUILDING PAPER 0/ PLYWOOD EXIST. BRICK VENEER REPAIR AS FLASH AND SEALANT, TYP. REQUIRED AND PAINT "23 Z FLAT 2X FURRING PLAN DIMENSION (E) STORE FRONT c SANTA MONICA,CA • NICHIHA SIDING . .v — NEW STORE FRONT DOOR 9l O% SEALANT, TVP. I _A►_/ f 8f DtE‘ EXIST. DRIVE TRHU WINDOW NEW NEW STOREFRONT (E) EXT. ,r, _ REPAIR AS REQ'D. 4 WINDOWS TYP. 4 PLASTER WALL ----�' ' ' ” ' • -- J r A9- SIM. =- ----� A9- SIM. SI J TAT . ,. .I„ NOTE: ALSO SEE I EXIST. TO REMAIN OR NEW BRICK VENEER I. In STRUCTURAL I WAINSCOT SILL TO MATCH EXIST. PROVIDE j CeSOS DRAWINGS — SILL FLASH WITH EASED DOUBLE-BACK ^-- ---- --- -- �1 - BREAK EDGES -- GYP. BD. - INSULATION, TYP. I. IIMI II.� (E) WALL FRAMING EXIST. BRICK VENEER REPAIR AS IlljaiRG AI is • D SIDE ENTRY PLAN DETAIL CONC. FLATWORK [t - / REQUIRED AND PAINT LU NI __—!� P4Or A6.1 SCALE: 1 1/2"" = 1'-O" ---M NE NICHIHA WEEP AT BASE EXIST. SLAB & FOUNDATION EXIST. SLAB & FOUNDATION OF WALL FOR DRAINAGE III II. IM CONC. FLATWORK ,= CONC. FLATWORK :, 2-16D EACH SIDE �_ NICHIHA SIDING 0/ WATERPROOFING MEMBRANE 0/ \R IA PLYWOOD @ ALL EXT. SIDES OF PROJECTION WALL, TILE 0/ SCRATCH -„- LOCATION AND BROWN COAT A z STORE #5282 INSTALL PER MANUFACTURERS RECOMMENDATION ` n a 0/ METAL LATH O/ _ a . - < a 4 SEALANT TVP. BUILDING PAPER 0/ • :z _ �' _ 10105 SW NIMBUS AVE. PLYWOOD a a • a TIGARD, OR 97223 (E) STORE -- - .--- ” - - , FRONT WINDOW 2X FURRING --- NEW STORE , - ° ` FRONT WINDOW - ... ...... .•. NEW FOOTING BEYOND :' _ ` ., DATE f ' 09/16/19 / /< , _ JOB NO. il' Er 1 1 Alt DRAWN BY CHECKED BY II--I 11!Pit NOTE: G.C. TO REROUTE POWER TO NEW SIGNS AS REQ. NOTE: G.C. TO REROUTE POWER TO NEW SIGNS AS REQ. DO JD FILE NAME 1. A6 - Sections.dwg A35 W/ 2-4D NOTE: ALSO SEE EACH SIDE GYP. BD. - INSULATION STRUCTURAL FILL-IN WALL FRAMING (E) POST TO REMAIN DRAWINGS WALL SECTIONS & DETAILS ENTRY TOWER PLAN DETAIL ( DRIVE-THRU TOWER SECTION A TYPICAL WALL SECTION 1/2"" 3/4" 1 A6.1 SCALE: 1 = 1'-0" �A6-� SCALE: = 1 —0 A6.1 SCALE: 3/4" = 1'-0" of F, 1 ARMET DAVIS NEWLOVE & .g5 _ _ _ ASSOCIATES, AIA ARCHITECTS 5 A$ ~ 1330 OLYMPIC BLVD. SANTA MONICA,CALIFORNIA 90404 METAL COPING SEE METAL COPING SEE PH 310 452-5533 FAX 310 450-4742 ELEVATIONS FOR ELEVATIONS FOR 118 RUN ROOFING UP 118 118 RUN ROOFING UP 118 SIM. -—- FINISHES _118- SIM. SIM. -1-1B- FINISHES - -I SIM. A8 PARAPET WALL, TYP. A$ A$ PARAPET WALL, TYP. A$ I NEW CLASS "A" ROOF I I NEW CLASS "A" ROOF I REV. DATE DESCRIPTION ..----1--� OVER PLYWOOD --L----� -----I-- OVER PLYWOOD -- ---�� I r I I 171P1 ' f `IJ = IJ NICHIHA SIDING OVER �I I I I I j I NICHIHA SIDING OVER TYVEK OVER PLYWOOD 1 j j I I TYVEK OVER PLYWOOD SCUPPER DRAIN t--- -• OVERFLOW SEE _ 16 _ _ 15 DETAILS: —L______w i SCUPPER DRAIN OVERFLOW A8 AS = I NEW 2X FRAMING ENSURE SCUPPER OPENING �,I + V.- * E 1-Tn I IST ELEV. BELOW YOND I - ' ease 4 4 , NEW 2X FRAMING NEW 2X FRAMING , , 1 � - ...PARAPET ELEV. BEYOND _ ' + III 600. INI NEW 2X FRAMING = DOWNSPOUT didREMOVE (E) PARAPET WALL AS REQ'D i REMOVE (E) PARAPET WALL AS REQ'D DOWNSPOUT � NEW BRACING Iii 24"X48" MILCOR -40 NEW 2X BRACING RUN ROOFING OVER ® 48" O.C. PLYWOOD & UP PARAPET ACCESS DOOR W/ LOCKING WALL HARDWARE 4 RUN ROOFING UP NEW INSULATION AT WALLS NEW INSULATION AT WALLS (E) PARAPET FRAMING 24"X48" MILCOR AND ROOF -- TYP. AND ROOF - TYP. \ RUN ROOFING UP HARDWARE PARAPET WALL � ACCESS DOOR W/ LOCKING CANT / PARAPET WALL (E) TRUSS & ENSUL. 6'-0" BK LOGO SIGN C-0" BK LOGO SIGN ��' CANT 5 SPLASH BLOCK M PilUNDER SEPARATE PERMIT, UNDER SEPARATE PERMIT, MANSARD FRAMING 11117 A$ PROVIDE BLOCKING AS REQ'D PROVIDE BLOCKING AS REQ'D / _: i SPLASH BL GK PREPARE ROOFING .� - PREPARE ROOFING AS REQ'D f (N) BLOCKING � -- ' �` I` ?.:;''',TNN PROVIDE SOLID LOCKING BEHIND � �- AS REQ'D - .7\:: i BRACKET MOUNT LOCATIONS PROVIDE SOLID BLOCKING — \ NEW BEAM PER BEHIND CANOPY �_�� STRUCT. NICHIHA SIDING OVER + „, TYVEK NEW BEAM PER F -------- .. _ -- - A A ) `� � `� ��., � EXIST MANSARD FRAMING NICHIHA SIDING OVERTYVEK PLYWOOD STRUCT. ANCHOR TO 1111114 f..'• il ! . ,„ TO BE REMOVED OVER PLYWOOD EXISTING STRUCTURE ` NEW CANOPY AND 1954 F.G. SIGN ALIGN .. _ INSULATION REPAIR/REPLACE (N)..,,, ... BLOCKING WITH ADJACENT AS REQUIRED TYP. CANOPIES PROVIDE SOLID BLOCKING BEHIND CANOPY (E) INSULATION .- EXIST. BEAM ' EQ. EQ. (N) BLOCKING/SILL �,e (E) TRUSS R 4 i MANSARD FRAMING / 7:: EXIST. BEAM PLATE FOR NEW CANOPY AND 1954 F.G. VERIFY PARAPET WCL SIGN ALIGN WITH ADJACENT NEW LED CAN / - / \. CANOPIES LIGHTS (2) WEP AT BASE OF WALL FOR Xd'' ", N••.,.. `` TILE ANDW NICHIHA PROVIDE FLASHINGS AND ' co COUNTER-FLSHING AS REQUIRED .� f ' ' I J FOR NICHIHA SIDING TYP. _ _ EXIST. TRUSS !1 c_ v 1 � 7. ' Z -)( � � PROVIDE FLASHINGS AND EXIST, CEILING TO BE GYP. BD. �¢ COUNTER-FLSHING AS REQUIRED FOR EXIST. BEAM EXIST. CEILING ��° NICHIHA SIDING TYP. AND CORRECT EXIST. CEILING (VERIFY) THE USE OF THESE PLANS AND SPECIFICATIONS SHA 6E -"\ EXTENDED RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE t TRANSITION FOR NICHIHA TO TILE - - - - REPAIR/REPLACE AS REQUIRED PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED To NEW BEAM PER TRANSITION AT UNDERSIDE OF CANOPY NICHIHA RETURN (E) BEAM GC. TO VERIFY STRUCT. DRAW sk -"% HEIGHT AND LOCATION SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE EXIST. GYP. BD. —14 —I--{ t— NEW BEAM PER PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT A9 1 — I _ STRUCT. DRAW i • WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE 1._,._,...• ► TILE TO TERMINATE AT BACK NICHIHA BEYOND ACCEPTANCE OF THE RESTRICTIONS. _ SIDE OF NICHIHA SIDING AND _ - - - NEW STOREFRONT TO I SEAL I MATCH EXIST. VERIFY HEIGHT OF WINDOW HEAD �\$\E R f D deeI EXIST. BEAM TO BE REMOVED J/ NEW STOREFRONT WINDOW - VERIFY �------- HN S.DODSON c''- , -41L-- 23 RED TILE AROUND STORE FRONT NEW STOREFRONT DOOR AND • TRANSOM TO MATCH EIST. es SANTA MONICA,CA o PROVIDE APPROVED SEALANT AND l4- n ��0� Li � _ TRANSITION BETWEEN NICHIHA AND TILE -- NEW GYP. f 4 L-7_ ALL SIDES WITH DRAINAGE WEEPS TYP, 1 I DASHED LINE DENOTES LINE I BOARD Co L I' NEW STOREFRONT OF EXISTING GREEN HOUSE ! � E DOOR W/ TEMP. GLASS TO BE DEMOLISHED – TYP. Li LINE OF TRANSITION BETWEEN ,� TILE AND NICHIHA SIDING �R NICHIHA RETURNS 4 • WEEP AT BASE OF WALL FOR WEEP AT BASE OF WALL FOR TILE AND NICHIHA TYP. TILE AND NICHIHA EXIST. FOUNOATIOD & SLAB 15 EXIST. FOUNDATION & SLAB • GC TO VRFY. CONDITION —A9— 1 ^__—,� ___r (11 GC TO VRFY. CONDI101.1 f� FA NEW CONC. FLATWORK NEW CONC. FLATWORK �� W/ #4'S 16"O.C. E.W. W/ #4'S o 16"O.C. E.W. -.. -. (VERIFY WHERE APPLIES) Ir I 4 e a a LOCATION IL jr ' STORE #5282 ° _ 10105 SW NIMBUS AVE. .. ty •,f .. . . -�= . .. - .. . . . . � . ... .. � . . . . . .. .. r. . . : . TIGARD OR 97223 S NEW FOOTING BEYOND NEW FOOTING BEYOND - DATE e ., __J L____ 09/16/19 JOB N0. DRAWN BY CHECKED BY DO JD FILE NAME EnA6.2WALLSECTION A WALL SECTION AT SIDE ENTRY TOWER A6 — Sections.dwg SCALE: 3/4" = 1'-0" A6.2 SCALE: 3/4" = 1'-O" WALL SECTIONS & DETAILS A6 . 2 STANDARD BURGER KING - 20/ 20 GARDEN GRILL EXTERIOR MATERIALS & FINISH SCHEDULE (not all specs are used on every project) SEE SHEETS A4 & A5 FOR PROJECT SPECIFIC MATERIALS 10/9/2016 CODE MATERIAL LOCATION MANUFACTURER DESCRIPTION ADDITIONAL INFORMATION _ , PRODUCT COLOR DIMENSION MOD / QS TUMBLED (FULL BRICK) OLDE HILLSBORO CONTACT: GAGE POWERS (502) 558-4612 EVOLUTION BRICK NOTE: USE WITH EGR-3G (THIN BRICK) SIERRA TUMBLED / CONTACT: THERESA BEANE (800) 334-8689 - tbeane@pinehallbrick.com EB-1G EXTERIOR BRICK GENERAL PINE HALL BRICK FACE BRICK OLD IRVINGTON 0/S NOTE: USE WITH EGR-3G ARMET DAVIS NEWLOVE & CONTACT: SUNUP MATHEW (916) 708-9306 ASSOCIATES, AIA ARCHITECTS H.C. MUDDOX BRICK THIN BRICK BK WEST COAST BLEND NOTE: USE WITH EGR-3G 1330 OLYMPIC BLVD, SANTA MONICA,CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 """SHALE BROWN"" - STAGGERED JOINTS - UNPAINTED IF NO CONTACT NICHIHA CUSTOMER SERVICE (770) 805-9466 OTHER BRICK IS PRESENT. REV. DATE DESCRIPTION EB-1AG (ALTERNATE FOR EB-1G) EXTERIOR FINISH FIBER CEMENT BRICK GENERAL NICHIHA FIBER CEMENT NICHIHA CANYON BRICK PANELS (ON REMODELS, IF THERE IS ANY EXISTING BRICK ON THE 18" X 6' BK@NICHIHA.COM PANELS BUILDING, THE EXISTING BRICK AND THE NICHIHA BRICK INSTALL. PER MANUFACTURER'S SPECIFICATIONS MUST BE PAINTED TO MATCH EP-4G)" CONTACT: JOY DETER AT EUROWEST (714) 309.9551 """RED NATURAL"" OR JOY KLEIN (813) 334-3302 ECT-1G EXTERIOR CERAMIC TILE ACCENT AT BUILDING FRONT GRANITI GIANDRE / EUROWEST SENSIBLE STONE ED5052 STACKED BOND PATTERN" 12" X 24" jklein@transamerica.com NOTE: USE WITH EGR-4G I CONTACT: JOY DETER AT EUROWEST (714) 309-9551 "PAR 15334 ""ROVERE"" OR JOY KLEIN (813) 334-3302 ECT-18G EXTERIOR CERAMIC TILE INLINE RESTAURANTS ONLY GRANITI GIANDRE / EUROWEST ROVERE ANTICO LEGNI HIGH TECH STACKED BOND PATTERN" 6" X 36" jklein@transamerica.com NOTE: USE WITH EGR-9G STO POWERWALL STUCCO SYSTEM COLOR TO MATCH EP-2G CONTACT: TIM SALERNO AT STO CORP (407) 466-5371 STO OR APPROVED EQUAL TEXTURE: FINE SAND PPG "TANNER'S TAUPE" OR STO THERM CI EIFS SYSTEM EF 1G EXTERIOR FINISH - STUCCO, STO, FIBER GENERAL PERMISSIBLE ON REMODELS ONLY CEMENT SIDING PANELS "PREPAINTED TO MATCH EP-2G - PPG ""TANNER'S TAUPE"" CONTACT NICHIHA CUSTOMER SERVICE (770) 805 9466 NICHIHA FIBER CEMENT NICHIHA TUFFBLOCK18" STACKED BOND PATTERN" X 6' BK@NICHIHA.COM INSTALL PER MANUFACTURER'S SPECIFICATIONS COLOR TO MATCH EP-4G CONTACT: TIM SALERNO AT STO CORP (407) 466-5371 EF-4G "EXTERIOR FINISH GENERAL STO OR APPROVED EQUAL STO POWERWALL STUCCO SYSTEM PPG "MONTEREY CLIFFS" STUCCO" CONTACT:800-255-1727 "EF-8GAshley.joyce@boral.com FINISH STONE EXTERIOR SIGN ARCHONS BORAL STONE PRODUCTS COUNTRY LEDGESTONE "ASPEN" Ashley.joyce@boral.cam (ALTERNATE FOR EF-9G)" culturedstone@boral.com CONTACT NICHIHA CUSTOMER SERVICE (770) 805-9466 EF 9G "EXTERIOR FINISH BK@NICHIHA.COM FIBER CEMENT" INSTALL PER MANUFACTURER'S SPECIFICATIONS. VERTICAL SEAMS EXTERIOR SIGN ARCHONS NICHIHA FIBER CEMENT VINTAGE WOOD EF762 "CEDAR" 18" X 10' SHALL BE MINIMIZED. ALL SPANS OF 10' OR MORE SHALL HAVE VERTICAL CAULKED SEAMS ALIGNED IN THE CENTER OF THE TR-1G ALUMINUM TRIMS ARCHON. ALL TRIMS SHALL BE FACTORY PAINTED TO MATCH PANELS. PRIMER: 17-921 "TANNERS TAUPE" Contact: RICK GARLIN, PPG CORPORATE NATIONAL ACCOUNTS MANAGER EP-2G EXTERIOR PAINT EXTERIOR GENERAL PAINT: 6-2045XI Custom Formula phone: (317) 318-5800 email: garlin@ppg.com PRIMER: 17-921 "MONTERREY CLIFFS" EP-4G EXTERIOR PAINT EXTERIOR WAINSCOT PAINT: 6-2045XI 10YY 14/080 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 PRIMER: 6-212 "BURGER KING SILVER" NOTE: NOT FOR USE ON ROOFS FOR REMODELING. SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY "EXTERIOR ACCENT METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE EP-6G EXTERIOR PAINT (For Metal Substrates Only)" PAINT• 6-230 Custom Formula SEE EP-6AG & EP-6BG PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE of THE PRIMER: 17-921 "GRIMMY'S GREY" NOTE: FOR REMODELS ONLY ACCEPTANCE OF THE RESTRICTIONS. "EXISTING MANSARD ROOFS, PPG EP-6AG EXTERIOR PAINT PAINT: 90-1110 OONN 20/000 \OHO SHINGLES & BARREL TILE" \% A/p6- % PRIMER: 90-712 "MARCH WIND" NOTE: FOR REMODELS ONLY ..sHNS.DODSON `' "EXISTING STANDING SEAM �` EP-6BG EXTERIOR PAINTMETAL ROOF" PAINT: 90-1110 Custom Formula iiiii .623 ,,, SANTA MONICA,CA PRIMER: 17-921 "CEDAR" r EP-8BG EXTERIOR PAINT METAL COPING AT ARCHON TOWERS PAINT: 6-2045)(1 Custom Formula 9l %* F of ac\-% PRIMER: 90-712 "BLACK" EXT-G EXTERIOR PAINT POLES & SIGNS PAINT: 90-353 NOTE: USE WITH EB-1G EGR-3G GROUT BRICK MAPEI #5 "CHAMOIS" NOTE: USE WITH ECT-1G Ce ion *** FOR SETTING MATERIALS USE COMPLETE CONTACT RAPID EGR-4G GROUT CERAMIC TILE CUSTOM BUILDING PRODUCTS POLYBLEND SANDED #335 "WINTER GRAY" SET *** SEAL GROUT WITH AQUAMIX SEALERS CHOICE GOLD puiNG NOTE: USE WITH ECT-18GKiarr 0 *** CONTRACTOR TO ALLOW 1/16" MAX FOR GROUT JOINT "INLINE RESTAURANTS ONLY *** FOR SETTING MATERIALS USE COMPLETE CONTACT RAPID EGR-9G GROUT CERAMIC TILE" LATICRETE POLYBLEND SANDED #66 "CHESTNUT BROWN" SET *** SEAL GROUT WITH AQUAMIX SEALERS CHOICE GOLD Contact: Kirby Davis at Laticrete (203) 671-7210 LOCATION CONTACT: W.P. HICKMAN COMPANY (828)676-1700 - WWW.WPH.COM STORE #5282 MC-1G METAL COPING "TOP OF LIGHT BAND PERMA SNAP PLUS A-30 "SILVERSMITH" 10105 SW NIMBUS AVE. WALL CAP" TIGARD, OR 97223 FACTORY FINISH TO MATCH EP-2G MC-2G METAL COPING BELOW LIGHT BAND W.P. HICKMAN SYSTEMS, INC. PERMA SNAP PLUS PPG "TANNER'S TAUPE" DATE TO BE PAINTED TO MATCH EP-8G 09/16/19 MC-3G METAL COPING TOP OF ARCHON PERMA SNAP PLUS PPG "CEDAR" JOB NO. DRAWN BY CHECKED BY PRODUCT INFORMATION: JOHN FITZWILSON AT LEKTRON DO JD MP-1G PARAPET LIGHT BAND "LEKTRON LED LIGHT BAND *SEE PLANS (800) 634-4059 OR (918) 622-4978 EXT 302 FILE NAME *SEE APPROVED SIGN SUPPLIERS" Email: Jfitzwilson@lektroninc.com A7 ext materials and finish schedule.dwg EXTERIOR MATERIALS "ABOVE DOORS "*SEE APPROVED & FINISH SCHEDULE MP-3G METAL CANOPYAND WINDOWS" CANOPY SUPPLIERS" CUSTOM METAL CANOPY COLOR: CLEAR ANODIZED *SEE PLANS STANDING SEAM METAL ROOF CONTACT: YUSUKE KOREEDA (615) 945-9991 A7 ■ FIRESTONE METAL PRODUCTS UC-4 PROFILE SILVER METALLIC SR *SEE PLANS Email: koreedayusuke@firestonebp.com MP-4G METAL AWNING / SSM ROOFING ABOVE WINDOWS / MANSARD ROOFING STANDING SEAM METAL ROOF CONTACT: (210) 650-7047 "RFRRTrIC Drr',pT ir` RESTROOM AND KITCHEN FINISH SCHEDULE (REFER ALSO TO DECOR SHEETS) ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA,CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION FLOORS COVED BASE WALLS CEILINGS 6" HIGH 3/8" RADIUS FOOD PREPARATION (KITCHEN) QUARRY TILE QUARRY TILE FRP WASHABLE SMOOTH VINYL FACED CEILING TILE UTENSIL WASHING QUARRY TILE QUARRY TILE FRP WASHABLE SMOOTH VINYL FACED CEILING TILE SMOOTH SURFACE SMOOTH SURFACE SMOOTH SURFACE RESTROOM CERAMIC TILE CERAMIC TILE CERAMIC TILE SEMI-GLOSS PAINT STOREROOM QUARRY TILE QUARRY TILE FRP WASHABLE SMOOTH VINYL FACED CEILING TILE JANITORIAL (MOP SINK) QUARRY TILE QUARRY TILE FRP WASHABLE SMOOTH VINYL FACED CEILING TILE WALK-IN COOLER QUARRY TILE QUARRY TILE FACTORY FINISH FACTORY FINISH WALK-IN FREEZER FACTORY FINISH FACTORY FINISH FACTORY FINISH FACTORY FINISH OFFICE & EMPLOY. QUARRY TILE QUARRY TILE FRP WASHABLE SMOOTH VINYL FACED CEILING TILE Interior Building Finishes Supplier I Installer BK Intejr Buildina Finishes Supplier Installer BK Interior Bu Bina Finishes Supplier InstoJler BK Item Description Finish FCC Other FCC Others Codes Notes Item Description Finish FCC Others FCC Others Codes Notes item Description Finish FCC Others FCC Others Codes Notes B1A Main Floor Manufacturer: Eurowest X X Floor tile must exceed 0.42 SCOF B4A Back of Manufacturer: Marlite X X Marine Contact 330.343.6821 B12A Open Manufacturer: PPG X X PPG Contact 317.566.1226 Tile and Series: TCL USG, 2424163 CT-25G Minimum (Dry and Wet) Standard- House Series: Standard FRP - Smooth FRP-t0 Rep: Anita Craig Truss Primer: Seal Grip Acrylic Universal 17-921 Rep: Rick Garen, garlln©ppg.com Base Tile Color: Simple Grey Honed per ASTM F1677-05. It must meet Color: White S100 525 Class A Option: Ceiling Paint: 6-411 ease Additi*rtal saippiier(,) available Size: 24"x24" and 6" x 24" (Cut Base) CT-260 Corporate Approved Guidelines Size: 4e8', 4'x4'. 4`00' White Subway Tile. See B9A (Where Color: Slate Brown. OOYY 09/087 per BKC Finish Schedule Grout: Polyblend#335 Winter Gray. 1116" +rte-15G and follow ANSI A108.01 and BSA Wainscot Supplierlitem: Mai-lite, Allure Panel X X Install: Wood grain runs vertically Applicable) Paint Finish; Eggshell 618 Accent Floor Manufacturer: Eurowest X X A108,02, (Lower Wall Color: Nevamar, WFOO1 Macchiato, H-Grain B12B Acoustical Item: Armstrong_ Cortega #770 X X Option to 1312A Open Trus Tile Series: French Wood CT-20G Surface) Panel Size: S'x 4' WP-2G Mediae Contact 330.343.6621 Ceiling Size: 7 x 2' x 5/0" (Light Wood) Color: Larch US IRG 0624123 Use Complete Contact Rapid Set Trim: Match to Marlite Macchiato Rep: Anita Craig Tile Tile Color: Custom Color. Sepia ACT-1G.Contact 407,697.6768 Size: 6"x24" with grout Additional supply available Grid: Prelude 15/16", Exposed Tee Rep: Louis John Grout: Pdyblend#335 Winter Gray. 1116" CR.15G Tile Option Grid Color: Custom Color, Sepia 61C Accent Floor Manufacturer: Eurowest X X Install: Refer to Plans Manufacturer: Eurowest X X Install: Horizontal stacked bond B12C Kitchen item: Armstrong. Kitchen Zone#BP672 X X Armstrong Contact 407.697.6768 - Tile Series: French Wood CT-29G Series: French Wood CT-243G to floor -no base tile. Acoustical Size: 7 x 4' x 1/2" ACT-2cRep: Louis John (Dark Wood) Color; Elm US IRG 0624122 Eurowest Contact; 714.309,9551 Color Larch US IRG 0624123 Eurowest Contact 714,309.9551 Ceiling Tile Color: White 4ddriional supplier(S) available Size: @"'x24" Rep: Jan Deter Size: 6"x24" Rep: Jan Deter Tile Grid: Prelude 15/16" Exposed Tee per BKC Finish Schedule Grout: Polyblend #335 Winter Gray. GR-15G Additional supplleryj available Grout Polyblend #145 Light Smoke Gid-11G Additional supplier#51 available Grid Color White 1116" per BKC Finish Schedule B6A Chair Material: Solid Surface X X B12D Acoustical item: Armstrong. Fine assured#1732 X X Contact 407.697.6768 B2A Tile Base _ See BlA, See Plans for Usage X X See Also Architecturets for Detarrs Rail Conan, Deep Nocturne SS-8G Ceiling Tile Size: 7 x 7 x 314' ACT-3G<Rep: Louis John 62B Kitchen Manufacturer: Daltile X X Use Complete Contact Rapid Set Size: 1" x 7" (Play Ansa, Tile Color: White (Upgrade: Adobe) Addilionai supplier(s)Available Floor Series: Quarry Tile CT-10G with grout B7A Main Wall Manufacturer: Paint, PPG X X PPG Contact 317,566 1226 if applicable) Grid: Angled Tegular 15116" per 81fC Finish Schedule Tile Color: Ashen Gray 0T03(Abreslve Firr.ishj CT-11G Finish Primer: $2 Speedhide Int. Quick Dry Latex Rep: Rick Gatlin. garlinelppgasern Grid Color. White (Upgrade_ Adobe) Tile Size: 6"'x6" or 8"x8` Deities Contact 877 556.5728; Paint.' 6-411 interior Eggshell Enamel Additional supplier(s)available B12E Drywall Bottom Finish: Paint. PPG. Primer 6-1 X X PPG Contact 317.566.1226 Cove Base Size: Face- and 5"x8" GR-6G nation af_accounts©daltile.com Color: Ashen 1023-3 P450 per BKC Finish Schedule Ceiling Color: White on White, 30GY 881014 P-50 Rep: Rick Garlin, garlin@ppg,com Grout Laticrete, Spectra LOCK 2000 Addibortal supplier(s)available Wall Texture: Light Orange Peel Texture (existing) Finish: 6-410, Eggshell Additional suppliers) available THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE IG #45 Raven per 81 C Finish Schedule Applied with Nap Roller per BKC Finish Schedule RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE BBA Accent Manufacturer: Pine Hall Brick X X Install: Horizontal, 50% offset- PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO B2C Floor Manufacturer Schluter Systems X SUCH USE. RE—USE, REPRODUCTION OR PUBLICATION BY ANY Tra nation Series: Transition Profiles for Floors TR-1L Contact 800.472.4588 x112 Brick Series: Thin Clad Veneer include base tile to match floor B13A Service Style: Pan Soffit (Drywall) X X Can lights by GC to be lnstailed METHOD. IN WHOLE OR IN PART, FS PROHIBITED. TITLE TO THE PLANS AND SPECIFCATIONS REMAINS WITH THE ARCHITECT Strip Schiene (Radius)AE 100-R 1s-10 Rep: Jay Wray Finish Color: Old Irvington ER-20 Area Face Finish: Paint. PPG in soffit WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND Thickness 112" Pine Hall Contact Teresa Beane Soffits Base: 6-2 SpeedHide Flat Neutral P-3G Soffit ae t: 6" or 2., SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE �iril ?: Satin Anodized Aluminump ACCEPTANCE OF THE RESTRICTIONS. Size: 318" Grout: Lehigh Hanson. B-12C, EGR-10 E-mail: tbeaneepinehalibrick.corn (Drink Station. Color: Stones.mith 10YY 30/108 B20 Floor to Manufacturer: Schluter Systems X X Note: For Use Only When Ohio River Masonry Sand Additional.5upplier('s available Svc. Counter) Finish: 6-411, Eggshell PPG Contact 317.566..1226 ��N%Vl R C ED,,, Wall Cove kern: Cove-Shaped Profile, DILEX-HKU Required by CA Health Dept Grout Contact Cart Applebaum, Bottom Finish: Paint, PPG, Primer 6-1 Rep: Rick Gatlin, gariin@ppg_com J Trim Finish: Brushed Stainles 5 , '_,.1„ r'apple'h rs. .r,:p:alrup,;eOm Color: White on White. 30GY 88/014 A ddibonal supplier(s)available B86 Wall Tile Manufacturer: Schluter Systems -oHN S.DODSON Of iequiied Size: 316' Contact 804).472 45(38 x 11t X ]( Contact 800.472.4588 x 112 Finish: 6-41x, Eshldl P•Sc pet SfiC Finish Schedule b code) Re JayWrayCorner Finish: Satin Nickel Anodized Alum. TR-1 Rep: JayWray8136 Dining Style: Pan Soffit (Drywall) X x Can fights byGC to be Installed .623 y �i: p' g tY ( ry 9 B3A Under Manufacturer: Eurowest X X Install: Wortzontal stacked bond Trim Style: QUADEC Q100AT 3/8" Area Face Finish: Paint, PPG in soffit a, SANTA MONICA,CA Service Series: French Wood CT-280 to floor -no base tile. B9A Menuboard Manufacturer: Eurowest X X Install: Horizontal. 50% offset Soffits Base: 6-2 SpeedHide Flat Neutral P-3G Soffit Depth: 2' Counter, Color: Larch US IRG 0624123 & Service Item: 13lBglosswhll 0T-310 (perimeter, Color: Sloriesrnith 10YY 30/108 Service Area Size: 8"x24 Eurowest Contact: 714.309.9551 Area Color: White, Glossy Eurowest Contact 714.30(e9551 used with ACT Finish: 6411, Eggshell PPG Contact 317.5166.1=6 i F Side Wall. Grout Polyblend #145 Light Smoke GR-17G Rep: Jan Deter Back Wall Size: 3" x 12" Rep: Jan Deter ceiling) Bottom Finish: Paint. PPG, Primer 6-1 Rep: Rick Garlin, garlineppg.com Drink Station 2ITD Optional Logo: Sandblasted X X Additional supplieris)available Grout Laticrete, 78 Sterling Sliver GR-180 Additional supplier(sf available Color: White on White, 30GY 88/014 Additional siupplter(s)available Side Walls Burger King per BKC Finish Schedule B1OA Window Material: Solid Surface X X Finish: 6410, Eggshell P-S0 per BKC Finish Schedule Sills Conan, Deep Nocturne 55-80 B14A Suspended Finish: Omnova. 3D Laminate X X Can lights to be installed by GC B38 Tile at Manufacturer: Eurowest X X Install: Horizontal stacked bond Thickness- 1/2" 3D Lam Almond Cherry 508837 in soffit - See RCP for Details Service Series: TCL USG, 2424163 CT-270 to floor - nD base tile. B t 1A Interior Finish: Laminate, Nevarnar X X Instal(:Wood Grain Runs Vertically Trellis Size: 6"W x 6"H Con Area Side Color Simple Grey Honed Doors and WK0017T Venerable Old Oak (grain) PL-90 Shn udlHardware: Powdercoat, Tiger & Corridor Size: 12"x24" Eurowest Conted: 714.309.9551 Frames Frames: Clear Anodized Aluminum Nevamar Contact: 877.726.6526 BLM 38160400, Sudan Brown Wall Grout: Polyblend #335 Winter Gray GR-15G Rap: Jan Deter Finish: Paint, PPG Rep: Steve Rauch B14B Slat Side I Finish: Laminate. Nevamar X X _ Additional supplierl'sl available Primer: 6-212 Speedhide Int/Ext Rust PPG Contact 317,566 1226 Laminate WZ2001T Santa Rosa Plum PL-16G Side 2 to be installed per 131(C Finish Schedule Inhibitive Steel P-40 Rep: Rick Gatlin, garlin@ ppg.corn Sonic Side 2 Finish: Laminate. Nevarnar facing windows B3C Accent Finish: Laminate. Nevarnar, X X PL-1BG Paint 8-110)4 Semi-Gloss Oil S03300E. Cafe Sienna PL-180 Laminate at S03300E, Cafe Sienna Contact Local Supplier Color: Ashen, 1023-3 Edge: Rehau. 592E Multiplex mesa End stat at window to be Service Area Transition Trim; Refer to B8B TR-1 8118 Kitchen Door: Laminate. Nevarnar, S03300E, X X See Bi i,4 for Dining Side Door Thickness: 1-1/4" Thick x 6"High side I t7nish, both side B30 Tile at Manufacturer: Eurowest X X Install: Horizontal stacked bond Door& Cafe Sienna PL-18G Finishes Hardware: Powdercoat, Tiger, BLM C ..., . Back of Series: TCL USG. 2424163 CT-25G to floor - no base tile. Frame Frame: Paint, Sherwin Williams 38160400, Sudan Brown Dunk Station Color: Simple Grey Honed Eurowest Contact 714,309.9551 (Kitchen Side Primer: ProCryl B66-310, Nevamar Contact 877.726.6526 • LOCATION Size: 24"x24" Rep: Jan Deter Only) Paint: B53-1150 Pro Industrial WB P-160 Rep: Steve Rauch STORE #5282 Grout: Polyblend #335 Winter Gray GR-15G Additional supplierfsl available Urethane Alkyd Enamel S-W Contact 954.547.1217 per#IKC Finish Schedule Color Garden Grill Custom Orange Rep: Glenn Remler 10105 SW NIMBUS AVE. TIGARD, OR 97223 DATE 09/16/18 JOB NO. DRAWN BY CHECKED BY DO JD FILE NAME A7 ext materials and finish schedule.dwg RESTROOM FINISH SCHEDULE A7 . 2 RESTROOM AND KITCHEN FINISH SCHEDULE e;‘-- , ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA,CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REV. DATE DESCRIPTION I Vestibule Interior Finislj §l,iP114T prig eller BK Restroom interior Finishes 'p II r BK Iltem Description r rntsh FCC Others FCC Others Codes Notes item Description Finish FCC OtIWys FCC Other Codes Notes ViA Wainscot Finishes to Match Dining Room X X F 6A Floor Tile Manufacturer: Eurowest X X Install: Stacked bond (Lower Wall See B5A for Specification WP-2G Series: TCL USG. 1224163 CT-27G Surface) Color-.- Simple Grey Honed Eurowest Contact 714,309.95551 - V2A Chair Finishes to Match Dining Room x X SS-8G Size: 12"x24" and 6" x 24` (Cut Base) Rep: Jan Deter Rail See B6A for Specification Grout Poiybtend #335 Winter Gray GR-15G Additional . liter i available V3A Main Wall Finishes to Match Dining Room X X P-15G per SCC Finish Schedule Finish See B7A for Specification R68 Cove Base item: Schluter, Ddex-AHK10OAT X X install between floor tile and Restroom Interior Finishes Supplier Installer BK Profile Finlstr: Satin Nickel Anodized Alum base hie item Description Finish FCC 'Others FCC Others Codes Notes Trim Size: 3/8' R1A Re stream Style: Custom Conan Sink X x Contact: 706.253,4761, CIM Contact 800.472.4588 x112 Sink Finish: Solid Surface, Calan. Per BK Corporate Rep: Jay Wray Glacier White R1B Faucet Manufacturer: Waterfront X X R6C Base Tile Non?: Se Muter. Quadec 0100AT, 3/8 X X -1G Install between top of base tile Model: 300988 Toru Local Supplier Trim Finish: Satin Nickel Anodized Alum and wall tie --- Finish: Chrome Size: 318" R2A Stall Finish: Laminate, Neerner X X Install: Wood Grain Runs Vertically Contact M472.4588 x11211111. Doors and WKO{117T Venerable Old Oak (grain) Rep: ,lay Wray Mk Frames Frames~ Clear Anodized Aluminum I •9G Nevamar Contact 877.726.8526 _ Finish: Paint, PPG Rep: Steffi Rauch R7A Full Height Manufac[unsr: Eunzest ' ' X X . row—esInstall: Horizontal stacked bond Primer 6-212 Speedhide Int/Ext Rust PPG Contact: 317566.1226 Grey Wall Sues' TCL USG. 1224163 C r-22G inhibitive Steel Rep: Rick Gatlin, garlin ppg.corn Tile Color Simple Grey, Honed Euruweat Contact 714.309.9551 Paine 6-110N Semi-Gloss Oil Size: 17x24" Rep: Jan Deter Color. Ashen, 1023-3 P•3G flevane e Grout Polybiend #335 Winter Gray - GR-15G Addi ional suppliers available Par i3KC Finish Schedule R3A Wail Style: BOBRICK B-165 2436 X X Supplier: Hames Jones & Cadbury _ Mirrors Channel Frame Mirror Contact: 1.840.459.7099 R7B Full Height &fenufacier: r: Eurowest - X X install: Vertical stacked bond R3B Sanitary Style: BOBRICK B-353 X x Rep: Katherine Harris Accent Wall Series' Sensible Stone CT-30G Disposal at Vanity Color: Sign Red Natural Got-15G Eurowest Contact 714.309.9551 R3C Toilet Style: American Standard X X (red) Size: 12"x24' - Rep: Jan Deter Flushometer, Madera FloWise Grout Pofyblend#335 Winter Gray A dditionai sum/444 available Elongate Flushometer I per BKC Finish Schedule R4A Seat Style: BOBRICK B-3013 X X THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE Cover Recessed Seat Cover Dispenser R7C Full Height Manufacturer: Eurowest - X X Install: Horizontal stacked bond RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE Dispenser Finish: Stainless Steel Wood-look Series: French Wood PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION HY ANY R413 Waste Style: BOBRICK B-3644 X X Wahl Tile Color: Larch US IRG 0624123 CT4OG �Iwoel Contact 714,309.9 51 METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE Receptable Recessed Waste ReceptaclePLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT h€ Wim) Size: }'� ' I Rep: Jan lamer WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND CONSTITUTE PRIMA FACIE EVIDENCE OF THE SPECIFICATIONS SHALL CO R4C Waste Style: BOBRICK 8-3645 X X Grout. Poiyblend #335 Whiter Gray GR-SSG Additional t�/e�`i`al available SPESPCCPTAACE OF THE RESTRICTIONS. Receptabte Recessed Waste Receptacle 1 per MC Finish Schedule R4D Urinal Style: American Standard X x ��0.11 E8��`,?' Washbroak 0,125-1.0 gpf FioWise R8A Ceiling Bottom Finish: Paint, PPG, Pnmer 6-1 X X PPG Contact 317 55.1226 % l Washout Back Spud Urinal Finish Color: White on White. 30GY 881014 P•5G Rep: hick Gatlin. gatlin ppg CornHN S.DODSON l R5A Tissue Style: BOBRICK B-3888 X X Finish: 6.410, E+t.sheil 623 T Dispenser Recessed !Mule-Ron RSB Coat Style: BOBRICK B-6717 ,,, X� . . ' X de SANTA MONICA,CA J. Hook Surface Mounted Single Robe Hook Finish: Stainless 9jF if �E6% R5C Paper Style: BOBRICK B-359 X X4 Towel Disp, Recessed Mounted Towel Dispenser R5D Baby Style: Koala Kare KB110-ggrkk X x Supplier. Haines Janes & Albury Changing Finish: Stainless Steel Contact 1.800_459.7099 Table Rep: Katherine Harris Optional Style: Koala Kare KB200-05 R Finish: Polypropylene OUPIGNI Specifications are for REFERENCE ONLY and are current from the date of the Iasi revision. See anchitecturals for updated information. Contact FCC immediately with any modifications to building finishes. gli if, • NOTE: LOCATION 1 . RESTROOM WALLS, CEILINGS AND FLOORS ARE SMOOTH, DURABLE AND STORE #5282 NON—ABSORBANT. COVE BASE AT FLOOR/WALL JUNCT ON TO HAVE 3/8" RADIUS AND 10105 SW NIMBUS AVE. MINIMUM 4" HEIGHT. SEE DETAIL 10 ON SHEET A9. TIGARD, OR 97223 2. AT ALL OUTSIDE CORNERS OF TILE FINISH PROVIDE METAL TRIM BY SCHLUTER SYSTEMS, "SCHLUTER JOLLY" WITH BRUSHED ANODIZED STAINLESS STEEL. DATE 09/16/19 JOB NO. DRAWN BY CHECKED BY JD FILE NAME A7 ext materials and finish schedule.dwg RESTROOM FINISH SCHEDULE A7 . 3 -IP-' ------: ' -- ' DIRECTORY OF MANUFACTURERS AND SUPPLIERS This list is intended to assist the contractor in sourcing building materials and products. In many cases,approved Burger King materials and products may be purchased directly from these sources at a national accounts price. For a complete listing of approved manufacturers,see plans and specifications,and visit RSI's eRedbook. UPDATE:3-6-17 ARMET DAVIS NEWLOVE & DIVISION 4-MASONRY DIVISION 9-FINISHES DIVISION 15-MECHANICAL SIGNS,EQUIPMENT,PLAYGROUNDS AND DECOR ASSOCIATES AIA ARCHITECTS PINE HALL BRICK CO. EVOLUTION BRICK RHEEM EVERPURE,INC LSI INTEGRATED CONTROL CORP. CHARTER HOUSE INC. i (FACE BRICK) (FACE BRICK) (WATER HEATERS) (WATER FILTERS) (MENU BOARDS) (KITCHEN MINDER) (DECOR) 1330 OLYMPIC BLVD. 2701 SHOREFAIR DRIVE,NW 126 OLD HIGHWAY 60 EAST 101 BELL ROAD 1040 MUIRFIELD DRIVE 10000 ALLIANCE ROAD 748 PARK AVENUE 4660 136 AVENUE SANTA MONICA,CALIFORNIA 90404 WINSTON-SALEM,NC 27105 HARDINSBURG,KY 40143 FOR FINISH MATERIALS,AND CONTACTS,REFER TO FINISH SCHEDULES FOUND IN THE"COMMON DOCUMENTS"SECTION MONTGOMERY,AL.36117 HANOVER PARK,IL.60133 CINCINNATI,OH 45242 HUNTINGTON,NY 11743 HOLLAND,MI.49424 THERESA BEANE: (800)334-8689 GABE POWERS:(502)558-4612 OF THE WWW.DESIGNWITHBK.COM WEBSITE. 800-621-5622 OR JEANNINE GAME:630-240-1298 BRITTANY KOESTER:513-372-3391 OR JOHN PATTI:631-673-5100 EXT 325 BARB ZILM:800-314-7659 OR 317-774-8880 PH 310 5533 FAX 310450-4742 TBEANE@PINEHALLBRICK.COM CONTACT HAINES,JONES,&CADBURY(MISCELLANEOUS) jeannine.gaine@pentair.com 513-315-3725 barbara.zilm@charter-house.com www.gotochi.com REV. DATE DESCRIPTION HC MUDDOX BRICK CO. SUMMITVILLE TILE CO A.O.SMITH SELECT()SCIENTIFIC,INC FEDERAL HEATH SIGN CO DUKE MANUFACTURING SEATING CONCEPTS (FACE BRICK) (REPLACEMENT STRATA TILE) (WATER HEATERS) (WATER FILTERS) (AWNINGS,CANOPIES AND SIGNS) (PRODUCT HOLDING UNITS) (DECOR) 4875 BRADSHAW ROAD 330-223-1511 600 E.JOHN CARPENTER FREEWAY,SUITE 200 3980 LAKEFIELD COURT 12704 DUPONT CIRCLE 2305 NORTH BROADWAY 125 CONNELL STREET SACRAMENTO,CA 95827 IRVING,TX.75062 SUWANEE,GA.30024 TAMPA,FL.33626 ST.LOUIS MO.63102 ROCKDALE,IL.60436 916-859-6320 800-447-1953 EHUD LEVY:678-475-1445 FIONA PAUL:800-284-3284 EXT.19 SUE SCIUTO:800-735-3853 EXT 1260 ZACH DEPYSSLER:815-483-2244 972-719-5900 edlevy@selectoinc.com fpaul@federalheath.com ssciuto@dukemfg.com zdepyssler@seating-concepts.com DIVISION 5-METALS DIVISION 10-SPECIALTIES PALOMA N.C.A. CUMMINGS SIGNS,INC FRYMASTER CORPORATION FCC COMMERCIAL FURNITURE ADDISON STEEL BOBRICK PRODUCTS KOALA KARE PRODUCTS (WATER HEATERS-LOW ENERGY SYSTEMS) NATIONAL HVAC PRODUCTS,LLC. (AWNINGS,CANOPIES AND SIGNS) (FRYERS) (DECOR) (STRUCTURAL STEEL) (RESTROOM ACCESSORIES,TOILET PARTITIONS*AND (BABY CHANGING STATIONS) DENVER,CO (AIR CONDITIONING-FULL SERVICE) 15 CENTURY BLVD.,SUITE 200 8700 LINE AVE 8452 OLD HWY.99 NORTH ADDISON,IL HARDWARE) CONTACT HAINES,JONES,&CADBURY(MISCELLANEOUS) 800-873-3507 4585 140 AVENUE NORTH NASHVILLE,TN,37214 SHREVEPORT,LA 71106 ROSEBURG,OR.97470 256-747-1554 FMP DISTRIBUTORS CLEARWATER,FL 33762 ANN BAKER:615-528-3638 LAURA DODD:318-865-1711 PRESTON O'HARA:541-464-5284 ROB GRUBER:800-257-7737 OR 609-267-3700 877-530-0078 ann.baker@cummingssigns.com egorders@frymaster.com OR 800-322-7328 EXT 284 *GREEN PRODUCT preston.ohara@fccfurn.com AMERICAN STANDARD COLUMBIA VORTEX CARRIER CORPORATION WREN COOK CO ENTERA SIGNS GAYLORD INDUSTRIES CASABLANCA DESIGN GROUP (RESTROOM ACCESSORIES) (HAND DRYERS) (AIR CONDITIONING) (EXHAUST FANS) (AWNINGS,CANOPIES AND SIGNS) (HOODS) (DECOR) 1 CENTENNIAL AVENUE 825 GARLAND STREET 6304 CARRIER PARKWAY 2015 E.DALE 1200 ENTERA DRIVE 10900 SOUTH AVERY STREET 811 PICKENS INDUSTRIAL DRIVE PISCATAWAY,NJ.08854 866-337-7286 EXT.1136 SYRACUSE,NY.13221 SPRINGFIELD,MO 65803-4637 PANAMA CITY,FL.32401 TUALATIN,OR.97062 MARIETTA,GA 30026 CONTACT HAINES,JONES,&CADBURY(MISCELLANEOUS) DEBORAH ROY-JONES:315-432-7941 KEN DICKSON:813-966-9200 850-797-1779 JOHN ANDERSON:971-223-1238 JOHN HARRISON:770-423-9575 800-690-1086 ken.dickson@tampabay.rr.com john.anderson@gaylordusa.com John.Harrison@cdg.com DIVISION 7-THERMAL MOISTURE PROTECTION ZURN INDUSTRIES UNI-STRUCTURES,INC TRANE NORITZ AMERICA CORP. SIGN RESOURCE LANCER FACILITY CONCEPTS,INC(FCI) DURO-LAST ROOFING G.A.F. (PLUMBING FIXTURES) (CANOPIES&AWNINGS) (AIR CONDITIONING UNITS,RTU's/SPLIT SYSTEMS (HOT WATER HEATERS) (AWNINGS,CANOPIES AND SIGNS) (DRINK DISPENSERS) (DECOR) (FLAT ROOFING) (FLAT ROOF) 1801 PITTSBURG AVENUE 8540 COBB CENTER DR. CONTROLS) 25172 ARCTIC OCEAN DR.,SUITE 102 6135 DISTRICT BLVD. 6655 LANCER BLVD 7676 ZIONSVILLE ROAD 525 MORLEY DRIVE 1361 ALPS ROAD ERIE,PA.16502 KENNESAW,GA.30152 2884 CORPORATE WAY LAKE FOREST,CA.92630 MAYWOOD,CA.90270 SAN ANTONIO,TX.78219 INDIANAPOLIS,IN 46268 SAGINAW,MI 48601 WAYNE,NJ.07470 CUSTOMER SERVICE:855-663-9876 BRET HANKS:678-974-1766 MIRAMAR,FL.33025 www.noritz.com RAMON ORTIZ:323-326-6463 MIKE KRAWETZKE:817-692-5094 KEN WEAVER:800-915-8890 EXT.103 LINDY BEUTHIN: 800-432-9331 (201)628-3000 www.zurn.com b.hanks@unistructures.com AL MARTINEZ:954-499-2289 OR 800-440-9554 rortiz@signresource.com michaeikrawetzke@lancercorp.com kweaver@fcius.com SAMANTHA PICKELMAN 989-758-1048 OR 989-930-9826 800-766-3411 bkhvac@trane.com CALVIN DURR:800-915-8890 EXT 303 cdurr@fcius.com BERRIDGE ROOFING TAMKO ROOFING PRODUCTS SAN JAMAR WORLD DRYER,CO AMERICAN STANDARD AMEREX CORPORATION ALLEN INDUSTRIES,INC NIECO CORPORATION INTERIOR SYSTEMS,INC (METAL ROOF) (FLAT ROOFING) (RESTROOM ACCESSORIES&SUPPLIES) (HAND DRYERS) (TOILET,URINAL,FAUCETS) (FIRE PROTECTION SYSTEMS) (AWNINGS,CANOPIES AND SIGNS) (BROILERS) (DECOR) TYLER HALL P.O.BOX 1404 555 KOOPMAN LANE 5700 MCDERMOTT DR. 1 CENTENNIAL AVE. 7595 GADSDEN HIGHWAY 11351 49TH STREET NORTH 7950 CAMERON DRIVE 241 NORTH BROADWAY,SUITE 600 SAN ANTONIO,TX. JOPLIN,MO.64802 ELKHORN,WI. BERKELEY,IL.60163 PISCATAWAY,NJ.08855 TRUSSVILLE,AL 35173-0081 CLEARWATER,FL 33762 WINDSOR,CA 95492 MILWAUKEE,WI 53202 210-650-7047 800-641-4691 262-723-6133 JOHN POTTS 800-442-1902 LISA JONES:205-655-5760 THERESA TRIMMER:800-677-3075 EXT.3422 CHRISTINA NEAT:707-284-7100 JIM ZIELINSKI:414-232-3502 www.sanjamar.com (800)323-0701 EXT 133 OR(815)347-0811 Ijones@amerex-fire.com theresa.trimmer@allenindustries.com sales@nieco.com JZielinski@isiamerica.com OR CONTACT HAINES,JONES,&CADBURY john.potts@worlddryer.com www.amerex-fire.com JASON FREDRICKSON:414-224-0972 (MISCELLANEOUS) jfredrickson@isiamerica.com FIRESTONE METAL PRODUCTS BASF CORPORATION UNIVERSAL MANUFACTURING LEKTRON,INC PITCO COMMERCIAL INTERIOR MANUFACTURERS,INC (METAL ROOF) (POLYURETHANE ROOFING SYSTEMS) (RESTROOM ACCESSORIES) (PARAPET LIGHT BANDS) (FRYERS) (LIMITED DECOR ITEMS) 250 WEST 96TH STREET 1703 CROSS POINT AVE 5366 CRESTVIEW DR. 7450 E.46th PLACE 10 FERRY STREET 158 HOLLY STREET INDIANAPOLIS,IN 46260 HOUSTON,TX 77054 MEMPHIS,TN.38134 TULSA,OK.74145 CONCORD,NH.03301 JASPER,GA.30143 YUSUKE KOREEDA:615-345-9991 MOSES M CLARK,JR:315-263-4665 901-458-5881 KEVIN RUBOTTOM BONNIE BOLSTER:603-230-5529 706-253-4761 koreedayusuke@firestonebp.com 800-821-1414 800-634-4059 OR 918-622-4978 EXT 309 bbolster@pitco.com STEVE BOUDREAU krubottom@lektroninc.com steve@cimgbiz.com AUSTIN HOLAN austin@cimgbiz.com DIVISION 8-DOORS AND WINDOWS DIVISION 16-ELECTRICAL FRANKE TAYLOR ULTIMATE SERVICES,INC NAUTICAL FURNISHINGS,LLC QUIKSERV MARLITE LSI INDUSTRIES INC. SECURITY LIGHTING SYSTEMS (KITCHEN EQUIPMENT,SMALLWARES,HOODS) (SHAKE MACHINE,FROZEN BEVERAGE MACHINE) (LIMITED DECOR ITEMS) (DRIVE-THRU WINDOWS) (DOOR,ALUMINUM FRAMES) (INTERIOR AND EXTERIOR LIGHTING,SURVEYS AND (EXTERIOR SITE AND BUILDING LIGHTING,SURVEYS AND 800 AVIATION PARKWAY 1780 NORTH COMMERCE PKWY 60 NW 60TH STREET 11441 BRITTMOORE PARK DRIVE 202 HARGER STREET PHOTOMETRICS) PHOTOMETRICS) SMYRNA,TN.37086 WESTON,FL.33326 FT.LAUDERDALE,FL 33309 HOUSTON,TX.77041 DOVER,NH 44622 10000 ALLIANCE ROAD 2100 GOLF ROAD,SUITE 460 CUSTOMER SERVICE:800-877-5178 TINA SMART:954-217-9100 MICHAEL HOGLUND:954-771-1100 800-388-8307 800-377-1221 CINCINNATI,OH.45242 ROLLING MEADOWS,IL 60008 fs-bkparts.us@franke.com tina@taylorus.com mhoglund@nauticalfurnishings.tarn STEVEN BERT KURT HORSTMANN BRITTANY KOESTER:513-372-3391 OR ERIC HILLESLAND:630-636-8493 sbert@quikserv.com khorstmann@marlite.com 513-315-3725 ehillesland@security lighting.com READY ACCESS UNIVERSAL MANUFACTURING CO 3M SOUND PRODUCTS CREE/HERMITAGE LIGHTING NATIONAL ACCOUNTS QUALSERV SOLUTION PLAY SYSTEMS(DIV.OF SUPERIOR INT.INDUSTRIES,INC) ARMSTRONG STRATEGIC ACCOUNTS (DRIVE THRU WINDOWS&AIR CURTAINS) (HOLLOW METAL FRAMES&DOORS,WOOD DOORS, (DRIVE-THRU SOUND SYSTEM&SATELITE ANTENNA) (INTERIOR AND EXTERIOR LIGHTING,SURVEYS AND (KITCHEN EQUIPMENT,SMALLWARES) (PLAYGROUND MANUFACTURER) (CEILING TILE) THE USE OF THESE PIANS AND SPECIFICATIONS SHALL BE 1815 ARTHUR DRIVE WEST HARDWARE(HINGES,LOCKS,ETC) 3M CENTER PHOTOMETRICS) 7400 SOUTH 28th STREET 1050 COLUMBIA DR. 2500 COLUMBIA AVENUE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE CHICAGO,IL.60185 5366 CRESTVIEW RD. BLDG.223-2N-20 3640 TROUSDALE DRIVE FORT SMITH,AR.72908 CARROLLTON,GA 30717 LANCASTER,PA.17604 PREPARED AND PUBLICREPN REPROTHERDUCTION OF IS EPUBUCAT1MMY LIMITED TO SUCH USE. RE-USE, REPRODUCTION OR PUBLJCATION BY ANY KELLY MCGOLDRICK:800-621-5045 EXT 113 MEMPHIS,TN.38134 ST.PAUL,MN.55144-1000 NASHVILLE,TN.37204 BECKY DUBOSE:479-221-1467 JUAN CUELLAR;770-832-6660 EXT.1517 LOUIS JOHN:407-697-6768 METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO NE kelly@ready-access.com 901-458-5881 OR 800-821-1414 JOE CIAMPI:704-771-2449 STEVE FRIEDMAN:847-830-1444 bdubose@qualservsolutions.com jcuellar@siibrands.com 800-442-4212 PLANS AND SPECIFICATIONS ROWANS WITH THE ARCHITECT AND jjciampi@mmm.com OR WYATT CULVER:615-843-3379 Ijjohn@armstrongceilings.com SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIOUT PREJUDICE. MK, CONTACT MTH E EVIDENCEEOOF THE 800-264-3383 OR ARMSTRONG STRATEGIC ACCOUNTS ACCEPTANCE OF THE RESTRICTIONS. (800)442-4212 \$t E R E p q 3M COMMERCIAL CORE DIVISION SECURITY PRODUCTS,INC HM ELECTRONICS,INC(HME) H&K INTERNATIONAL(KITCHEN EQUIPMENT, SPI INDUSTRIES USG INTERIORS ��p �`'�� (WINDOW FILM) (REAR DOOR ALARM) (DRIVE-THRU SOUND SYSTEM) SMALLWARES,HOODS) (PLAYGROUND MANUFACTURER) (CEILING TILE) 3M CENTER 30950 COREAL DRIVE,SUITE B 14110 STOWE DRIVE 2200 SKYLINE DR BOX 100,R.R.#2,JOINT ST. CHRIS BENJAMIN;312-436-5458 .•BHN S.DODSON ce,,,,, ST.PAUL,MN COARSEGOLD,CA.93614 POWAY,CA.92064 DALLAS,TX 75223 SHALLOW LAKE,ON,NOH 2K0 CANADA cbenjamin@usg.com .623 704-771-2449 OR 800-328-0033 BOB BARR OR EMILY BEACH:800-452-5276 PAUL KOOSER:800-848-4468 HEATHER VALVERDE:214-818-3521 CYNTHIA MASTERS:519-935-2174 OR 519-378-4356 • orders@security productsinc.com paulk@hme.com heather.valverde@hki.com cmasters@spiplastics.camd„ SANTA MONICA,CA www.spiplastics.com r' t. N.C.A. SUNCOAST ENVIRONMENTAL CONTROLS,INC. INTERNATIONAL COLD STORAGE(ICS) SOFT PLAY,LLC MITYLITE fir' Qi 1tiES°% NATIONAL HVAC PRODUCTS,LLC. (ELECTRICAL SWITCH GEAR) (WALK-IN COOLERS/FREEZERS,DRY STORAGE (PLAYGROUND MANUFACTURER,SAFETY SURFACING,NON- (2020 LIGHT CHAIRS AND BARSTOOLS) (MASTER CONTROL SYSTEM) 8655 115th AVENUE NORTH COMPARTMENTS) CONTAINED PLAY EQUIPMENT) 1301 WEST NORTH 4585 140 AVENUE NORTH LARGO,FL.34643 215 EAST 13th STREET 13620 EAST REESE BLVD.SUITE 300 OREM,UT CLEARWATER,FL.33762 877-544-6679 ANDOVER,KS.67002 HUNTERSVILLE,NC.28078 KAREN EDWARDS:561-213-2810 877-530-0078 LISA MOORE:800-835-0001 EXT 4177 JIM SWINTEK:704-948-3448 Iisa.moore@icsco.com jim.swintek@softplay.com "-- = HILL PHOENIX POWER SYSTEMS DIVISION TRANE CO. 3M FOOD SERVICE BUSINESS MOSS RETAIL AND ENVIRONMENTS TWENTY FOUR 7 GLOBAL SOLUTIONS,INC. (FACTORY INTEGRATED SWITCH GEAR) (ENERGY MANAGEMENT PANEL) (DRIVETHRU COMMUNCATION PRODUCTS,MAINTENANCE (GRAPHICS) (2020 LIGHT AND GARDEN GRILL CHAIRS AND BARSTOOLS) - Oirit6 _&. 8166 INDUSTRIAL BLVD 2884 CORPORATE WAY PRODUCTS,MATTING AND TRACTION PRODUCTS, 2643 WEST CHICAGO AVE 898 NORTH SEPULVEDA BLVD,SUITE 465 COVINGTON,GA.30014 MIRAMAR,FL.33025 MONITOR STRIPS,TAPES AND DISPENSERS,LAMINATING CHICAGO,IL 60622 EL SEGUNDO,CA 90245 _t PAUL BROWN:678-699-0129 AL MARTINEZ:954-499-2289 SYSTEMS) Di SCANDIFF:773-435-7600 EXT 617 BARRY WOON:323-319-2722 pain brown@hillphoenix.com ammartinez@trane.com 3M CENTER ROB LORIS:773-435-7600 EXT 655 BLDG.223-2N-20 rlorts@mossinc.com -_ `- _ ST.PAUL,MN.55144-1000 JOE CIAMPI:704-771-2449 - --`; jjciampi@mmm.com HM ELECTRONICS,INC(HME) VGS,INC WAUSAU TILE,INC LOCATION (DRIVE-THRU WIRELESS INTERCOMS,DRIVE-THRU SPEED OF (GRAPHICS) (EXTERIOR DECOR) SERVICE TIMERS,DIGITAL SURVEILLANCE SYSTEMS) 1696 MABRY MILL DRIVE,SW P.O.BOX 1520 STORE #5282 14110 STOWE DRIVE NORTH CANTON,OH 44709 WAUSAU,WI 54402-1520 10105 SW NIMBUS AVE. POWAY,CA.92064 GREG MOROZ:201-528-9680 STEVE THUT:800-388-8728 EXT 320 PAUL KOOSER:800-848-4468 ORDER EMAIL:BURGERKING@VGS-INC.COM sthut@wausautile.com TIGARD, OR 97223 paulk@hme.com MISCELLANEOUS DATE HAINES,JONES,AND CADBURY 09/16/18 (PACKAGE PRICING ON MULTIPLE ITEMS PLUMBING,TILE, JOB NO. RESTROOM ACCESSORIES,ETC) 310 SW 24TH STREET DRAWN BY CHECKED BY BENTONVILLE,AR 72712 DO . JD BARRY BRYANT:479-899-3555 FILE NAME barry.bryant@hjcinc.com A7.4 suppliers list.dwg SUPPLIERS LIST A7.4 NOTE: PAINT ALL / ROOFING GALVANIZED METAL PARAPET WALL BUILT-UP ROOFING SURFACES EXPOSED TO • .1(b____ PER SPECIFICATIONS EXTERIOR VIEW. O/ 2 LAYERS SEALANT (4 SIDES) • EXT. CEMENT �- •k BUILDING PAPER 1/_, PLASTER (OR 1 1/4 ^ .. � ; , EIFS SEE ELEV.) �-- g AS OCCURS PARAPET WALL ` 24 GA. GALV. METAL - ` Z • SCUPPE, SOLDER . >C. ROOFING TEND INTO �� z 5/8" CDX PLYWOOD CRICKET " {MAINTAIN MINIMUM OF 1/8" SLOPE ALL JOINTS.�� SCUPPER {4 «� AT FLOW LINES) 1:-/:-: ' - HOT MOP ANDSIDES) .�_. ,-•�i MIN. 6" x s" . AI --.7r- __ ARMET DAVIS NEWLOVE & ROOFING OVER t OPENING CANT STRIP i / RIPPED 2x'S AT 16" 0/C r ASSOCIATES, AIA ARCHITECTS ROOF FRAMING SUPPORTING CRICKET PER PLANS /` \\ 1330 OLYMPIC BLVD. SANTA MONICA,CALIFORNIA 90404 01 G '' /-, /---, ----iiir----- I 1 PH 310 452-5533 FAX 310 450-4742 1 1/2"-]L, 1 / f. �� Vis= '� REV. DATE DESCRIPTION �� 5 FLASHING STUCCO ---_-----,.--- ,--� A8 SCALE: 1 1/2" = 1'-0" BUILT-UP ROOFING PER SPECIFICATIONS GLASKAP MINERAL SURFACED CAP --AT LEAST 3- CLAS-PLY ROOF FRAMING PER PLANS SHEET - SET INTO A CONTINUOUS PREMIER OR GLAS-PLY IV- — "lir-- MOPPING OF A HOT ASPHALT SET EACH PLY INTO A NOTE: FOR ADDTIONAL INFORMATION SEE 4/A8 C-1 ) PRIMARY DRAIN OVERFLOW END LAPS STAGGEREQ 3" APART MIN. CONTINUOUS MOPPING OF A HOT ASPHALT, CI TYPICAL CRICKET OVERLAPPING THE A8SCALE: 1 1/2" = 1'-0" PRECEDING FELTS BY SCALE: 1 1/2" = 1'-O" ASPHALT REQUIREMENTS SHOULD O STM D 312 MEET THE 24-2/3" TO COVER THE NOTE: PAINT ALL V • ROOFING h. BASE AT ALL LOCATIONS N;. GALVANIZED METAL • •,:^• h:~s~•,Y,•"•'�,. j �,�- SURFACES EXPOSED TO .1•.:•;'01:::4-.: :"''....,::,.; '• ...•:••,y M . •' ' j _ EXTERIOR VIEW. : a• z..:=.eY','•"+. _ BUILT-UP ROOFING FING rb----- { SEALANT (4 SIDES) • _ •r .':;.:.* , a :t _ PER SPECIFICATIONS 1/ , _ = '`"..: ` O/ 2 LAYERS BUILDING PAPER > 24 GA. GALV, METAL !H!!: :R li____ SCUPPE, SOLDER -' E� _ A _____ li4 , ' Y11� B '` 11/3" EXPOSURE fAATE3x6 'HARDWARE /SCREW INTO 36 GLAS—PLY PREMIER OPENING CANT STRIP FOR BLD G. �° DBL. 2"x8" OR CLAS-PLY IV COUNTERFLASHING OVER ` ''- STRUCTURE. BLCK'G OR CANT STRIP `� G I- -= I \-."„--- (4/JOIST APPROPRIATE 24 GLAS—PLY PREMIER -�— r. r MOUNT) HARDWARE MAILABLE DECK OR GLAS—PLY IV 3x3 CANT. STRIP M' t4-7,,), �" FOR BLDG. OR APPROVED INSULATION 12" GLAS—PLY PREMIER 1 1/2" �`O�` STRUCTURE. PER SPECIFICATIONS L J I OR GLAS-PLY IV / (• J r, ID (4/JOIST . z MOUNT) 6 BUILT-UP ROOFING E -41 A8 SCALE 3/16" = 1'-0" C------ i"x6" LAG ROOF FRAMING PER PLANS / SCREW INTO • (-^_-----J --- � � DBL. 2"x8„ � �r i"x6" LAG z \ BLK G. OR �?i SCREW INTO NOTE FOR ADDT1ONAL INFORMATION SEE 4/A8 —4— co APPROPRIATE " — �\ HARDWARE .. DBL, 2x8 17 SCUPPER DRAIN I 2'-0" I ,(• FOR E. LCK'G OR - APPROPRfATE PARAPET FLASHING A8 SCALE: 1 1/2" = 1'-0" L (2/JOIST HARDWARE A8 SCALE: 1 1/2" = 1'-0" WEATHER TIGHT LOCATION 4�_d„ FOR BLDG. l LAMP (FLORESCENT) MOUNT) ,�. STRUCTURE. CANOPY SECTION VIEW WEATHER TIGHT LOCATION (2/JOIST MBR FLASHING CEMENT AI SCALE: 1' — 1-0' CANOPY SECTION VIEW LAMP (FLORESCENT) MOUNT) (IF METAL COPING '`f—COPING Iler SCALE: 1" = t'-o" IS OMITTED) COMPRESSION CLEAT 2X NAILER AS REQ'D o DYNAFLEX, SET IN HOT 6'-7" VARIES 6'-7" VARIES y 3/8" HEAD SCREW THRU WOOD SURFACED 0 ASPHALT OR MBR g2 I. 5'—d" VARIES ! 5'—O" VARIES 24 GA. G.I. FLASHING 5/8" STEEL/NEOPRENE PARAPET WALL 0 0 FLASHING CEMENT, THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE J SLOPE „ RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE (VARIES) i , {VARIES) I W/ CONT. CLEAT 0/ WASHER ® 16 d.c. 0 NAILED ACROSS THE TOP PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED TO . �. » � SUCH USE. RE—USE, REPRODUCTION OR PUBLICATION BY ANY JIFFY SEAL, PAINT / 12" �' 0 /NAILS TO BE DRIVEN METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE ..1.: s FLASHING TO MATCH "'_'_i"' I `V 0 THROUGH 1" (MINIMUM) PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND [-.st DIAMETEK METAL CAPS• SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE " ALL EXPOSED FASTENERS ACCEPTANCE OF THE RESTRICTIONS. , L._, 1 RUN CAP SHEET 0 0 0 MUST BE COVERED WITH tERED UNDER COPING TYP. A LAYER OF MBR �� A,pd, _ �� L i _ LEAVE 0 FLASHING CEMENT. �� s. //, DRY 0 +HN S.DODSON ��", EXTERIOR CEM. PLASTER 0/ �- 2x STUDS \ ,E 00'4 MANVILLE BASE SHEET METAL LATH 0/BLDG. PAPER PER PLAN NAILED 9" 0/C BOTH •=23 // / 0/ PLYWD. PER STRUCTURAL `�, \ DIRECTIONS GA SANTA MONICA,CA CANOPY FRONT VIEW CANOPY FRONT VIEW BUILT UP ROOFING SCALE: 1" = 1'-0' SCALE: 1" = t'-0" PER SPECIFICATIONS 1 SPECIFICATION DFE-3 (WH) 9l, ©`� OVER 2 LAYERS 7 NOT USED N FOR USE OVER WOOD F 0 E' 3„ 21 BLDG, PAPER _1 \ SURFACED WALLS R REMOVABLE TOP 1, A8 SCALE: - FO FOR REGIONS 1,2, AND 3 i" CANOPY ACCESS (,080 PANEL) 2 _ - 1/2" PLYWD. I ..,/- MOUNT BRACKET r " f #10 X 1 TEK SCREW �, 2 ATTACHMENTS © 18" CTR I ° " ROOF MEMBRANE LNOPY ROOF DECK BRACKET - CORRUGATED PANEL MOUNT BRACKET °'� REF. ELEVATIONS ta — MOUNT THRU `4 a ATTACHMENT WITH ' J i" YOKE / i" PIN O T.O. COPING CANOPY BODY LI #10 X 1" TEK © 3X3 JOISTS "-11 THREAD 3 BASE FLASHING 3X3 JOISTS WELD TO ALL SUPPORT ROD INTERNAL VIEW OF11401111L11.161 - ALUMINUM EXTRUSION 1 AROUND 4" PLATE BOTH 1" SCH. 40 PIPE V 2 X4 X ALUMINUM / FALSE A8 SCALE: 1" = 1'-0" _ 0 - CANOPY BODY / ENDS JOIST/ 4" MOUNT PLATE COMPRESSION CLEAT 2X NAILER AS REQ'D �/ TO PARAPET MATCCAP CANOPY SECTION TIE ROD SUPPORT " \ 3/8" HEAD SCREW THRU 4 (MC-1) MEMBRANE -' '- _ ,..g-.-*--,-,-----j-fl A _= d- 24 GA. G.i. FLASHING 5 j8 STEEL NEOPRENE _.,: - scALE: t" = t'-o' a 1 • W/ CONT. CLEAT 0/ \ 1/2"SLOPE/ 12"), WASHER © 16" O.C. / UNDER JOINT = _ JIFFY SEAL, PAINT FLASHING TO MATCH ri ► METAL COPING 21" CANOPY TIE ROD SUPPORT ' ' " P 00 3" �„ 2 DETAIL SCALE: t" = t'-0' FASTENER AND SPACER E __. / „sN „,x‘*' `� � `� _ � ' �� LOCATION �� N PER SIDING MANUFACTURER 1 / ua ' 1 rO� ° REMOVABLE TOP RUN CAP SHEET .. ® STORE #5282 w..� WEATHER RESISTANT UNDER COPING TYP. LED PARAPET CAST ALUM. 2 ACCESS (A8d PANEL) MOUNT BRACKET 1 " CANOPY " BARRIER 0/ PLYWOOD --_ LIGHT BAND Q. E " YOKE / " PIN MOUNT #10 X 1 TEK SCREW �--� / BY APPROVED Pte, o 10105 SW NIMBUS AVE. ADJUSTMENT BRACKET o P 414000 -- -11 THREAD BRACKET �# ATTACHMENTS © 18" CTR 2x STUDS (16 GA. STEEL) / SUPPLIER '��o�� ,r TIGARD, OR 97223 SUPPORT ROD 1 SCH. 40 PIPE INTERNAL VIEW OF viii CORRUGATED PANEL FIBER CEMENT SIDING, PER PLAN • " u 2"X4"X " ALUMINUM �� /' > ATTACHMENT WITH INSTALL PER / I,- JOIST/ DATE JOIST/ 4" MOUNT PLATE N imi #10 X 1" TEK t© 3X3 JOISTS MANUFACTURER'S BUILTUPROOFING ` 4 1/2" / " FLASHING LAPS 6" SET O9 16 i9 ...I�r. " INSTALLATION GUIDE PERSPECIFICATIONS E JarSTUD BOLT CANOPY OVER 2 LAYERS a � IN VAKLEM 116, SEALANTJOB NO. '�Ir BRACKET - MOUNT - 3X3 JOISTS WELD TO/ALL BLDG. PAPER TO SHOW AT EXPOSED a 1� THRU CANOPY BODY " / , LEADING EDGE AROUND PLATE BOTH ALUMINUM EXTRUSION ENDS DRAWN BY CHECKED BY CANOPY BODY '--1/2" PLYWD. / i`s' PARAPET WALL DO JD FILE NAME CANOPY TIE ROD SUPPORT DETAIL SCALE: 1" CANOPY SECTION TIE ROD - r - . - - - - METAL\FLA6HING A8 Roof Details.dw = 1 -0" SUPPORT I �I . SYSTEM 9 SCALE: 1" = 1'—O' ( TO MATCH FOR PARAPET PROFILE (MC-2) SEE DET. m ROOF DETAILS O 1 `,E 2' 20/20 BUILDING CANOPY 13 4' 20/20 BUILDING CANOPY •i- PARAPET 8 LED BAND cz PARAPET 4 JOINT COVER �7a PARAPET A$ A8 SCALE: 3/4" = 1'-0" A8 SCALE: 3/4" = 1'-0" A8 SCALE: 1 1/2" = 1'-0" A8 SCALE: 3" = l'-0" A8 SCALE: NOT TO SCALE LI ----- /-CMU SEALANT G.I. SILL FLASHING • ,_ Loy!: METAL Z SEAL END AT ALUM • ,---N_----i_----s_.--l_.---...-- .. -----> . . .. . • ._ - MULLION THRESHOLD .., . . •• .• • .. • • ALUMINUM DOOR t t:p \ ThT I • .. . . • . . .. . • • . • , . • . . . -. . . . . .. - % ,. • . . . . . . . . . . . . " " '" ARMET DAVIS NEWLOVE & AND FRAME \ . SEALANT \ ,,, ":1, -.4-114•ai•Ipi,"`••••....___--- TILE 0/ SCRATCH ..•-•------- ,. • ,• . .• • • - • .. . .. . . . . •.. • . . •• - • . • • • • ASSOCIATES, AIA ARCHITECTS WHERE OCCURS a a FLOOR FINISH m m cA) 1330 OLYMPIC BLVD. 2 2 C. CN Nt 2 u) 0,. --I „,„ EXT. PLASTER 0/ EXTERIOR CEMENT PLASTER KEENE, XJ15-3 PLASTER SANTA MONICA,CALIFORNIA 90404 o ---' --, ---- 1 c7=-- Li_ i.-- 0 BUILDING PAPER OVER EXPANDED METAL EXPANSION SCREED, PAINT PH 310 452-5533 FAX 310450-4742 L,.. . . ,..._ ,..... 0 , :• 0/ METAL LATH LATH, SEE SPECS. TO MATCH ADJACENT It * 1* 10 • PLYK. NOTE: SURFACE. REV. DATE DESCRIPTION ZIP STRIP, TO BE ...... 5/8" GYP. BD. DO NOT EXTEND METAL LATH • REMOVED AFTER a_ _ _ \ THROUGH JOINT. APPLICATION OF PLASTER. l' EXPANSION JOINT TO BE 18" O.C. EXPANSIVE MATERIAL 9 ALUM. STOREFRONT DOOR SILL WINDOW SILL 1 EXPANSION JOINT A9 SCALE: 3" = l'--0" A9 SCALE: 1 1/2" = 1'-0" A9 SCALE: FULL SIZE 7/8" STUCCO OVER METAL LATH •,/ OVER BUILDING PAPE-RN : i MTL. FRAMING r x PLYWOOD, BOTTOM 6" TO - :‘ i-: BE TREATED IN/ PLYWOOD --..„....... \ W :. ', .. •'x:----- WATERPROOF COATING _Th.L BUILDING PAPER ----......„:,...:. \ : 1 BUILDING . METAL LATH PAPER -744. X ---_,..... :•.: . . x OVER STUCCO . I 7.•• :1 SCREED --------_______ x ",/,,,--PRESSURE litlfl -,..7 PLASTER. ‘• • . 1 CD I....1 .•X TREATED SILL -I - , • =4 z c.D • 1 = •.1 ..# • 7... RADIUSED MOLING - •,-: • L__ x.1— : • FRY REGLET, FRY N. N. : 7,77119:Ak CHANNEL SCREED STUCCO WEEP •x. -4- - Z DCS-75-100 -•••.,, ,,,,....,•,.., NEL -,-.1 .. SCREED 1. WEEP HOLES TO BE 7. 1...------ . • ._.%•,..4 .. - PROVIDED ON THE TOP - • • i n SIDE OF THE REVEAL, -4*----CONC. SLAB 11°- N'. '',-- — WHEN INSTALLED z.• Z 1' . X .k HORIZONTALLY ON STUD FINISHED GRADE ".•.-. ,,,,,...,„..-- L., FRAMING. --4-- / / cl.6 ,: , . 2. REVEALS: PAINT TO MATCH Ofr 1/4" EXPANSION JOINT 1 6...'"n ":41::: ii. 1 . ADJACENT SURFACES. cc L.A.1 1 CONCRETE SIDEWALK ..., A B . • — 5 BUILDING PAPER ----„,•:•.., m f.,.. TYPICAL CONDITION CONDITION AT SIDEWALK ,.:.. - ...........:_%.. . 140TE SEE STRUCT. DRAWINGS FOR CONC. CURB DEAIL AT EXISTING FLOOR ___tp, 6 PLASTER STOP 2 PLASTER MOLDING A9 SCALE: 1 1/2" = V-0" A9 SCALE: 3" = 1'--0" EXT. CEMENT PLASTER ., I - (OR EIFS SEE ELEV.) 041 WHERE OCCURS .:i CLIP FASTENED ON STUD PLYWOOD --------------_______.-.J THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE , :•:* HEADER PER PLAN i RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE N. 2x FRAMING — 01) •! -;:i PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO ...7-• "NICHIHA" FIBER CEMENT BOARD , 1 SUCH USE RE-USE, REPRODUCTION OR PUBLICATION BY ANY V A X 1 V L V ': SIDING 0/ WATERPROOFING .: MEMBRANE 0/ PLYWOOD cil ALL 2- LAYERS OF GRADE-D BUILDING PAPER OVER __...a..... ___i METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WIN THE ARCHITECT INSULATION ------- PLYWOOD - TYPICAL , a 1 WITHOUT PREJUDICE. 'VISUAL CONTACT WITH THESE PLANS AND _... EXT. SIDES OF WALL, INSTALL PER .:4 i SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE 71 A ACCEPTANCE OF THE RESTRICTIONS. OCCPA\ CY , MANUFACTURER'S RECOMMENDATION i .•-t _ _ CD .i"r- -\ Z Z \401.1 Ell 44„,_ /-PLYWOOD, BOTTOM 6" TO BE / ,-.I = m iZ6 vii_ I TREATED W/ WATERPROOF / .-•..1 \ (" z 0 S -,- COATING 1 -i eet _ _ _."--- STARTER TRACK •••FIN S.DODSON ....4 CAULKING W/ BACKER ROD -- J.--- 1 iiiiiiili • ca ''' •-• "NICHIHA" FLASHING • c-) SANTA MONICA,CA - . ±.,,„„..--- 6" MIN. (di GRADE GALVANIZED SHEET METAL -3-- / ex r SIDEWALK FLASHING W/ DRIP-LEG. @ HDR \ * 4. PAINT TO MATCH FRAME — Allik c 0O • SIGN MUST BE PERMANENT AND LOCATED IN A CAULKING F WIMPF CONSPICUOUS PLACE NEAR THE EXIT OR EXIST ACCESS DOORWAY OF THE ASSEMBLY ROOM OR :•*,!':i;'• •!':i.'i.' :;tz.`•; i: STOREFRONT SPACE THERMAL BREAK ------- .. DUAL PANE GLAZING 1 1 OCCUPANCY LOAD SIGN (77 SIDINGD ALUM. WIND. HEADER / JAMB A9 SCALE: N.T.S. ....A9 I SCALE: 1 1/2" - V-0" A9 SCALE: 3" - V-0" i _ , .,- , :.-_, -; __••• 1. .; X. - e- _e- CORNER 11M BY SCHLUTER ---i' la -- SYSTECS, STYLE "JOLLY", qi SATIN ANODIZED ALUMINUM . I FINISH, NARROW PROFILE EXT. CEMENT SHALL BE ON SIGN WALL -.-• DUAL PANE GLAZING PLASTER LOCATION //-TILE THERMAL BREAK (OR EIFS . •• SEE ELEV.) . STORE #5282 . ' j . .. --,-.7i 7-, rj- El ..,4 ALUMINUM FRAME V . . ') ( 1,4 10105 SW NIMBUS AVE. TIGARD, OR 97223 .. . „.... ....,.. . . .. . . . . * 1 '7.... . .... • • • SHIM AS REQ'D DATE • . ••• . • • • . • • . ;'..., . . • • •. 09/16/19 " CD *J" STOP z Z JOE3M ,,..• • • <*•> \........./ MOLDING DOOR FLASHING = m (fL_I 1° \ DRAWN BY CHECKED BY ...,.• . ., , a.- - 1 / - 1 •. \ .. . FILE NAME '-------------- SUBSTRATE 1:_ 117"11 HEADER PER PLAN CAULKING FDROATE/WINDOW A9_STANDARD DETAILS.DWG STANDARD DETAILS :.-.:.;:,.. • 1 2 TRIM AT OUTSIDE CORNER 8 ALUM. DOOR HEADER / JAMB 4 HEADER FLASHING A9 A9 SCALE: 1"=1'-O" A9 SCALE: 3" = 1'-O" A9 SCALE: 6" = 1'-0" , . A 6'-0" 12'-0" TIE CLG. MAIN & CROSS RUNNERS it 1)4AX.I MAX. /" TO TWO ADJACENT WALLS II "' " HANGER WIRE 8" MAX. FROM FACE tir o "OF WALLS, TYP. -____-__' d—LATERAL FORCE BRACING 0 MAIN -' \-- UNDERSIDE OF RUNNERS STRUCTURE N m T� _4 SEE SECTION BELOW 1 dr_, , --' 90' MAINCROSS RUNNERS MIN. 3/8" 9Q' " &CLEAR FROM FACE OF WALL , 1 -' i c TIE CLG. MAIN do " " " / __ , -- CROSS RUNNERS TO PLAN TWO ADJACENT WALLS / LATERAL FORCE BRACING MIN. 12 , ff 14,411 , • ' �--- /GUY. BD. WHERE 3 4" I/45• MAX. GA. WIRES. SEE DETAIL BELOW ARMET DAVIS NEWLOVE& OCCURS '` V' \ \I! }J—HANGER WIRE 8" FROM FACE OF WALL _ /" � ACOUSTICAL CLG.----- f ASSOCIATES, AIA ARCHITECTS ' t .� SEE PLAN ABOVE FOR ATTACHMENT OF RUNNERS TO WALLS 1330 OLYMPIC BLVD. F F SANTA MONICA,CALIFORNIA 90404 1 .i �� 2 L G LECTION PH 310 4525533 FAX 340450-4742 1 :1').1. ] 1J'V -2REV. DATE DESCRIPTION " ANGLE SUPPORT CONTINUOUS `. = SPRING CLIP FRP J-TRIM FINISH PER FINISH .COMPRESSION n _ _ SCHEDULE STRUT. SEE Milk CONT. 18 G.A. TRACK (/ 12 GA. HANGER WIRES 4 @ CONNECT TO RAFTERS NO ONE END OF CEILING GRID SHALL BE ATTACHED TO CLOSURE ANGLE \./ EACH LATERAL FORCE BRACE, OR BLOCKING W #8 WHILE THE OTHER END SHALL HAVE A " CLEARNACE FROM WALL _ MAX. 45' FROM CLG. PLANE / CEILING SPACE LATERAL BRACES @ SCREWS @ 24" O.C. r " " STEEL STUD BRACING © COMPRESSION STRUT 12'-0" @ FEILD, AND 5"-0" 48" O.C. TO STRUCTURE CEILING TO PARTITION WALLO.C. FROM WALLS MINIMUM OR BLOCKING ABOVE, A10 SCALE: 3" = 1'-0" SEE PLAN AND ELEVATION CONNECT W/ #8 SCREWS, � ABOVE .[j- ALTERNATING DIRECTION .— MAIN RUNNER �l 6" STEEL STUD FRAMING _.;t, µ :e @ 16" 0.C. 3-1 1/2"X9 GA. STAPLES / �� : CROSS RUNNER fi OR 3 STRONG HOLD 'U' •°`` 1 . c° NAILS AT EA. WIRE LOOP l ; ?. ` I —1 —1 Z\ , . , • ROOF STRUCTURE / / N' ,,,-.-- A - \.... 1 I T-GRID CEILNG 0, ^,... 1•F. T-GRID CEILNG 5/8" GYP. BD. ( t N ( MAIN RUNNER SECTION USED AS VERTICAL r�/' ,� C r7:: ::':: STRUT @ EACH LOCATION OF LATERAL FORCE _ BRACE, MAX. 12'-0" FROM HANGER WIRES. lm s ' ATTACH STRUT TO MAIN RUNNER AND STRUCTURE ABOVE ESR # 1222, 1289, 1308 WIRE HANGER OR BRACE " ' NOTE SUSPENDED COLING SYSTEMS SHALL MEET "SEISMIC REQUIREMENTS FOR s SOFFIT (TYPICAL) SUSPENDED COLING SYSTEMS ORDINANCE # 171.939" A10 SCALE: 1 1/2" = 1'-0" ••4---- ROOF STRUCTURE---I► 1. 2" HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITIONS. THE FIRST CEILING TILE SHALL MAINTAIN 3/4" CLEAR FROM THE FINISH WALL SURFACE. 1/4" EYE SCREW II 2. CEILING SUSPENSION SYSTEM SHALL BE CONNECTED AND BRACED DIRECTLY TO W/ MIN. 1 1/4" II THE THE SUSPENDED CEILINGS AND LIGHTING SYSTEMS SHALL BE LIMITED TO 6 PENETRATION FEET BELOW THE STRUCTURAL DECK. 3. POSITIVE BRACING TO THE STRUCTURE SHALL BE PROVIDED AT CHANGES IN THE CEILING PLANE ELEVATION OR AT DISCONTINUITIES IN THE CEILING GRID v, SYSTEM. GRID SUSPENSION 1 SUSPENDED CEILING TILES Al0 SCALE: 3" = 1'-O" Al0 SCALE: N.T.S. NO. 12 GA. VERTICAL WIRE / HNAGER, TURN CEILING GRID / 12 GA. HANGER WIRES 4 @ EACH LATERAL LEVEL PRIOR TO SETTING TUBE. FORCE BRACE, MAX. 45' FROM CLG. PLANE UNDERSIDE OF FLOOR OR - SPACE LATERAL BRACES @ 12'-0" O.C. @ NOTE: � r ROOF STRUCTURE ABOVE. •SEE DETAIL 8/A3 FOR FIELD AND 5'-O" O.C. FROM WALLS MIN. FOR ADDITIONAL TYP. CONNECTIONS ABOVE SEE PLAN AND ELEVATION ABOVE INFO., REFER T0: / r n THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE HANGER SPACING STRUT, MAX. 4 -0 RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE / 48" O.C. MAX. HIGH, U.N.O. PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO GYP. BD,— \ SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY EMT PIPE SLEEVE. METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE If PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND DRILL 5/32" HOLE AND INSTALL SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE T-GRID CEILING / 1/8" BOLT AND LOCK NUT. ACCEPTANCE OF THE RESTRICTIONS. -- i CHANNEL _ O ��I�fp 8i 48" O.C. MAX. TYPICAL (4) PLACES. �� A ---- \ CROSS RUNNER. �� /,' �- ki--%.*„ . r +HN S.DODSON C"' -••. +� 12 GA. BRACING/SPLAYED ,623 ..� WIRES WITH MIN. 4 TIGHTiiiiii f l n l. SANTA MONICA CA " J ` 6 S�EEL STl D FRAMING � � TURNS@ BOTH ENDS OF WIRES. a+ 5/8 GYP. BD. @ 16 O.C. SLOT END OF TUBE TO FIT 9l, Oy. " 24" a.C. MAX SPACING OVER CEILING RUNNER. �` p�, 0��p, " MAIN RUNNER. LATERAL FORCE BRACING: INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION. -RYi 9 SOFFIT �s\ A10 SUSPENDED GYP. BD. CEILING 2 VERTICAL COMPRESSION STRUT , d 0 __R At 0 SCALE: 1 1/2" = 1'-0" A�1 i SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 7 ?.-_ ,.,;,_,-.. _..., .„.-- ''''''\ F-i-, - -..'' ® ,,,i , 2x4 @ 16" O.C. BETWEEN 2 TRUSSES _ s • • 12 GAGE WIRE AT 12 GAGE WIRE AT 1 1/2" COLD I WIRE _ _ DIAGONAL / ROLLED CHANNEL i TIE DIAGONAL L^ CORNERS LOCATION HANGER CORNERS (SLACK-NO (SLACK-NO � TENSION) TO STORE #5282 10105 SW NIMBUS AVE. TENSION) TO STRUCTURE STRUCTURE5 �'� 12VEGAGE TIGARD, OR 97223 7 CONT.12 GA TRACK SCREW SUSPENSION W/ (2) 1 3/4x8 SCREWS 22 „<:, WIRE AT 12'-O" • @ EA 2x4 O.C.E.W. DATE 09/16/19 20 GA 4" STUDSs Nits—CEILINGJOB NO. FRAMING '; GRID MAIN GYP. BD. WALL RUNNER DRAWN BY CHECKED BY RECESSED DO JD LIGHT FIXTURE FILE NAME • 1m.". "+ -. tJl-- \ HOUSING Al0 Ceiling Details.dwg J I 1 ,,„/"° •,„ CEILING 5/8" GYP. BD. GRID MAIN CEILING DETAILS CONT. 18 GA TRACK RUNNER SCREW W/ 1 3/4"x8" SCREWS 2 EA STUD _ ODSOFFIT ll —_ —SUSPEND. GYP. BD. CELL. @ WALL 3 SUSPENDED FIXTURE Al 0 .... SCALE: 1 1/2" = 1'-0" \A1� SCALE: 3" = 1'-0" A10 SCALE: 1/4" = 1'-0" t 401 A °yy 14, OPTIONAL SEALANT NICHIHA PREFERS NO SEALANT FOR VENTING .Fi �� In PURPOSED (SEE METAL COPING _-- " INSTALLATION GUIDE) -- l f FACE FASTENER -""11111111111111P'-""11111111111111P' {_ "'�` � ARMET DAVIS NEWLOVE & FACE FASTENER 1 ASSOCIATES, AIA ARCHITECTS NICHIHA SPACER VtVt NICHIHA SPACER 1330 OLYMPIC BLVD. SANTA MONICA,CALIFORNIA 90404 FRAMING TA. PANEL PH 314452 5533 FAX 314450-4742 �,�NICHIHA PANEL ~1��SHEATHING REV. DATE DESCRIPTION -— WEATHER RESISTANT I BARRIER � 4W NN,_NICHIHA PANEL r • - 00,... FRAMING Sc INSULATION s NOCHIHA CLIP SUPPORT CLIP + FASTENED ON STUD . wIND0wsILL 4.._i_i SCALE 1 i/2" = 1'-0" -.00WEATHER RESISTANT �. BARRIER SHEATHING I I I%110? 111ISTARTER TRACK :: ( z - f NICHIHA STARTER TRACK FRAMING AND INSULATION 4 NICHIHA ESSENTIAL t ' ' . STARTER FLASHING '� 4 -- MIN. 1-2" ABOVE HARD SURFACE a -Th OR MIN. 6" ABOVE FINAL GRADE 4, 4 4 , 4d a ._...ai ___. /1 __,a.1.�-,A, _- _.A__- ,kj>h,.L..7 I i I— r �( =111=111=1 I I=I I I NICHIHA CLIP L NICHIHA SINGLE — I=III=III=I I NICHIHA PANEL-- SEALANT FLANGE SEALANT — SHEATHING BACKER WEATHER RESISTANT BARRIER 0DOOR JAM TYPICAL WALL DETAIL WITH PARAPET SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'—O" , , f ,Y II y THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE FRAMING y; RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBUCATION THEREOF IS EXPRESSLY UMITED TO -1,r_,- r FRAMING AND INSULATION SUCH USE. RE-USE, REPRODUCTION OR PUBUCATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE WEATHER . PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT RESISTANT ,— I ! j WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND i SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE BARRIER \\ i ACCEPTANCE OF THE RESTRICTIONS. \ 1 1 - S SHEATHING " 1 \‘‘ER[i I, NICHIHA � �, F, W.. . . t . W;=_'," ., t,i 1 I �t�co ��/ ULTIMATE ,,,,_,_ t �� _, e .1,� •HNS.D0DS0N �,,," CLIP {� NICHIHA PANEL NICHIHA CLIP NICHIHA SINGLE ` � Y SEALANT FLANGE SEALANT X623 • -'''"� SHEATHING BACKER SANTA MONICA,CA 1• 1 iip 4 WEATHER RESISTANT Now_ ;-- C , ' .., ,-.1.-- . u f,; ,, BARRIER ��r• �,© 0f NICHIHA OPEN OUTSIDE TRIM, '''.1/4.\\NN__ PAINTED SPACING TO BE 1/8" MAX. _= _ 6 OUTSIDE CORNER 2 WINDOW JAM , _ ...._rtG ....„... A11 SCALE: 1 1/2" = l'-0" A11 SCALE: 1 1/2" = 1 —0" . _______ ,,_,___ ,I. ___,A, _ ® - rz- -;-; - - _ ,*. ,..„ , „. _ _ ____,..„_ F__ 4 ,,, . �--NICHIHA PANEL FRAMING FRAMING & INSULATION 4 WEATHER RESISTANT BARRIER LOCATION , SHEATHING STORE 5282 - `q ^ 10105 SW NIMBUS AVE. ' �� TIGARD, OR 97223 ., - 4 4 NICHIHA SPACER m• 4--` _ ;;� __,f, 2„„„„,,,, -l / FACE FASTENER 1 ,<s ;.-a 1l._-_„._ii._---riDATE �` ,I 1 4"CLEARANCE FROM 09/16/19 a�_ "� �, WEATHER RESISTANT ;~;� DEED OF FLASHING JOB NO. BARRIER �'''� NICHIHA PANELE'''''' '''s'7] N— "Z" FLASHING 3 �� 1/4 SEALANT JOINT DRAWN BY CHECKED BY DO JD "\i`` NICHIHA CLIP , FILE NAME SHEATHING All Nichiha Details.dwg NICHIHA SIDING DETAILS 1 INSIDE CORNER WINDOW HEAD Al 1 All SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" ABBREVIATIONS GENERAL NOTES REINFORCING STEEL AB ANCHOR BOLT 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS 1. REBAR GRADES SHALL BE: STATEMENT OF SPECIAL INSPECTIONS ABV ABOVE PRIOR TO STARTING WORK AND SHALL CONTACT THE ENGINEER OF A. *4 AND SMALLER: GRADE 40 ADJ ADJACENT RECORD IMMEDIATELY OF ANY DISCREPANCIES. B. *5 AND LARGER: GRADE 60 I MATERIAL, SYSTEM, COMPONENT AND I TYPE OF SPEC. INSP. INSPECTION NOTES ALT ALTERNATE 2, USE PROVIDED DIMENSIONS FOR CONSTRUCTION. DIMENSIONS SHALL 2. CONCRETE COVER FOR REBAR SHALL BE: ►^IOR( REQUIRED TO HAVE SPEC. INSP. [CONTINUOUS IPERIODIC 1 I ARCHIL ARCHITECTURAL NOT BE SCALED FROM STRUCTURAL PLANS OR DETAILS. CONTACT A. CONCRETE POURED AGAINST EARTH: 3" a n BLDG BUILDING ENGINEER OF RECORD OR ARCHITECT FOR ANY MISSING DIMENSIONS. B. CONCRETE EXPOSED TO WEATHER: SPECIAL CASES: BLK BLOCK 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE WORKING DRAWINGS OR I. *5 AND SMALLER: l' " EPDXY: THE SPECIAL INSPECTOR MUST BE ON THE JOBSIBLK'G BLOCKING 2. *6 AND LARGER: 2" SIMPSONTITEN' (ICC-ESR Ifd56) VERIFY E DURING ANCHOR INSTALLATION TO SPECIFACATIONS SHALL BE BROUGHT TO THE ATTENTION OF THEVERIFANCHOR TYPE, ANCHOR DIMENSIONS, BLN BELOW ENGINEER OF RECORD PRIOR TO PROCEDING WITH ANY AFFECTED C. CONCRETE NOT EXPOSED TO WEATHER: SIMPSON 'SET' XP (ICC-ESR 2505) X CONCRETE TYPE, CONCRETE COMPRESSIVE BM BEAM3 '" HILTI 'RE 500 (ICC-ESR 2322) STRENGTH, HOLE DIMENSIONS AND CLEANING, WORK. I. *11 AND SMALLER: /4 SPACING, EDGE DISTANCE AND EMBEDMENT. BN BOUNDARY NAIL 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO 2. *14 AND LARGER: l;Z" ARMrT DAVIS NEWLOVE & BOTT BOTTOM BEGINNING EXCAVATIONS. 3. REBAR DETAILING AND PLACEMENT SHALL BE IN ACCORDANCE WITH THE BRG BEARING 5, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE "MANUAL OF STANDARD PRACTICE" BY THE REINFORCING STEEL INSTITUTE. ASSOCIATES, AIA ARCHITECTS BTNN BETWEEN APPLICABLE BUILDING CODE LISTED IN THE DESIGN NOTES. 4. VERTICAL BARS SHALL BE TIED IN PLACE AT THE TOP, BOTTOM AND 1330 OLYMPIC BLVD. 55 BOTH SIDES 6. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO THE ENGINEER OF INTERMEDIATE POINTS PER CBC CHAPTERS 19 AND 21. SPECIAL INSPECTION NOTES (IBC/OSSC CHAPTER 17) SANTA MONICA, CALIFORNIA 90404 CAMS CAMBER RECORD PRIOR TO FABRICATION AND INSTALLATION. 5. ALL REBAR, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL 1. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PH 310 452-5533 FAX 310 450-4742 CANT'L CANTILEVER 1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE INSPECTION DURING CONSTRUCTION ON THE WORK LISTED IN THE STATEMENT OF C.I.P CAST IN PLACE INDICATE THE MEANS OR METHOD OF CONSTRUCTION. THE 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO REV. DATE DESCRIPTION C.J. CEILING JOIST CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING, REVIEW BEFORE FABRICATION AND INSTALLATION. SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL CL CENTER LINE SHORING AND SUPPORT NECESSARY TO ACHIEVE THE FINISHED 1. WELDING OF REINFORCING BARS SHALL CONFORM TO ANS D1.4-05. E90XX FOR THE INSPECTION OF THE WORK REQUIRING SPECIAL INSPECTION_ CLG CEILING STRUCTURE. ELECTRODES SHALL BE USED FOR BAR TO BAR 4 E10XX ELECTRODES 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS CLR CLEAR SHALL BE USED FOR REINFORCING TO STRUCTURAL STEEL. REQUIRED BY CBC CHAPTER 11. SPECIAL INSPECTION IS IN ADDITION TO, NOT A CMU CONCRETE MASONRY FOUNDATION NOTES SUBSTITUTE FOR THE INSPECTION REQUIRED BY THE BUILDING DEPARTMENT. COL COLUMN I. SOILS REPORT BY: IBC MINIMUM WOOD NOTES (IBC/OSSC CHAPTER 23) 3. IT SHALL BE THE AGENCY'S RESPONSIBILITY TO PROVIDE A SUFFICIENT NUMBER OF CONN CONNECTION SOILS REPORT NUMBER: XX-XXXXX I. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH GRADED BY INSPECTORS FOR MULTIPLE TYPES OF WORK THAT OCCUR SIMULTANEOUSLY. CONT CONTINUOUS DATE OF REPORT: N/A 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION IN THE CTR CENTER(ED) W.C.L.A. OR W,W.P.A. CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION EXCEPT: d PENNY WEIGHT 2. DESIGN SOIL PRESSURE: 1500 PSF 2. ALL FRAMING MEMBERS EXCEPT THOSE LISTED BELOW SHALL BE NUMBER 2 3. FOOTING DEPTH OR BETTER: A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER OF D.F. DOUGLAS FIR BELOW BUILDING PAD: IS" RECORD. DIA DIAMETER A. 6x HEADERS AND POSTS: *1 B. SMOKE CONTROL SYSTEM INSPECTIONS SHALL BE PERFORMED BY THE MECHANICAL D f APH, DIAPHRAGM BELOW EXERIOR GRADE: IS" B. STUDS: STUD GRADE 4, SUBRADE PREPARATION AND COMPACTION SHALL BE IN ACCORDANCE 3. THE MOISTURE CONTENT OF THE HOOD SHALL NOT EXCEED 19% AT TIME OF ENGINEER OF RECORD. DIM DIMENSION WfTH THE SOILS REPORT UNDER THE SUPERVISION OF THE C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL. d0 DITTO PLACEMENT, 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR AT DP DEEP GEOTECHNICAL ENGINEER. 4. PLYWOOD AND OSB SHALL BE CERTIFIED AS CONFORMING TO U.S. 5. FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL PRODUCTS STANDARD PS-2-92_ LEAST ONE WORKING DAY PRIOR TO PERFORMIN ANY WORK THAT REQUIRES SPECIAL EA EACH AND STANDING WATER_ EXCAVATIONS SHALL BE CHECKED ANDINSPECTION. EN EDGE NAIL 5. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL EQ EQUAL APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING OVERDRILL ALL BOLT HOLES BY Xe BOLT HOLES SHALL BE NO LESS THAN CONCRETE TO ASSURE COMPLIANCE WITH THE SOILS REPORT. 1 m FROM THE END OF THE MEMBER AND NO LESS THAN 4 4' FROM THE EDGE INSPECTIONS AND STRUCTURAL OBSERVATION MUST BE COMPLETED BY THE OWNER, THE E.S. EACH SIDE 6. FOUNDATIONS MAY BE POURED AGAINST STABLE SOIL. OWNER'S AGENT, THE ARCHITECT OF RECORD OR THE ENGINEER OF RECORD AND (E) EXISTING OF THE MEMBER. SUBMITTED TO THE INSPECTION SERVICES DIVISION. FDN FOUNDATION 1. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST BE 6. ALL NAILS SHALL BE COMMON NAILS (UON) APPROVED BY THE STRUCTURAL ENGINEER. 1, ALL HARDWARE SPECIFIED ON PLANS SHALL BE MANUFACTURED BY 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE F.J. FLOOR JOIST S. CONTRACTOR SHALL PROTECT ALL UTILITIES ENCOUNTERED DURING LOCAL JURISDICTION FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENT. FN FIELD NAIL 'SIMPSON'. ALTERNATE MANUFACTURERS MAY BE USED PROVIDED THE S. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION FOR FT (') FOOT (FEET) EXCAVATION AND BACKFILLING. HARDWARE HAS EQUIVALENT CAPACITY AND CURRENT ICC APPROVALS. 9. CONTRACTOR SHALL BRACE OR PROTECT FROM LATERAL LOADS ALL 8. CUTTING, NOTCHING OR DRILLING OF BEAMS AND JOISTS SHALL IS NOT THE FABRICATION OF MEMBERS AND ASSEMBLIES AT THE SHOP. THE FABRICATOR FIG FOOTING RETAINING WALLS UNTIL RESTRAINING FLOORS OR SLABS ARE IN PLACE SHALL SUBMIT AN APPLICATION TO PERFORM OFF-SITE FABRICATION TO THE INSPECTION GA GAUGE ALLOWED EXCEPT WHERE SPECIFIED BY ENGINEER OF RECORD OR PER GBG SERVICES DIVISION PRIOR TO COMMENCEMENT OF FABRICATION. THE FABRICATOR G.E. GABLE END AND HAVE ATTAINED FULL STRENGTH_ SECTION 2305. 10. ALL HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION 9. ALL HOOD IN CONTACT WITH CONCRETE OR MASONRY WITHIN 45" OF SOIL SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE INSPECTION SERVICES DIVISION GB GRADE BEAM INSPECTION. PRIOR TO THE ERECTION OF FABRICATED ITEMS. GLB GLU-LAMINATED BEAM g� SHALL BE PRESSURE TREATED. USE APPROVED CORROSION RESISTANT 9 A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION G.T. GIRDER TRUSS 11_ ANCHOR BOLTS SHALL BE g"4' W/ 1" MINIMUM EMBEDMENT INTO FASTENERS AND CONNECTORS WHEN USING PRESSURE TREATED HOOD. MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE HD HOEDOWN CONCRETE W/ 1/4'1X3"x3" PLATE WASHERS. CONTRACTOR SHALL COORDINATE WITH THE PRESSURE TREATED LUMBER APPROVING MUNICIPALITY. HDR HEADER 12. MINIMUM ATTACHMENT FOR EXTERIOR WALLS SHALL BE 5/8"4 ANCHOR SUPPLIER AND HARDWARE MANUFACTURER. HGR HANGER BOLTS 61 60" O.C. UON ON PLANS. MINIMUM ATTACHMENT FOR INTERIOR 10. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH ONE (H) HORIZONTAL HALLS SHALL BE Y32"4' ITN RAMSET/REDHEAD SHOTPIN (ICC-ESR *1"11*) 9 CONTINUOUS BEAD OF AN ADHESIVE COMPOUND CONFORMING TO ASTM D HT HEIGHT 32" O.G. UON ON PLANS. 3024. IN (") INCH(ES) 11. PROVIDE JOISTS UNDER ALL PARALLEL, NON-BEARING PARTITIONS PRE JST JOIST CONCRETE NOTES (IBC/OSSC CHAPTER 19) DETAIL 11/S2 AND SOLID BLOCKING UNDER ALL PERPENDICULAR K KIPS 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI NON-BEARING PARTITIONS_ KS KING STUD 301, EXCEPT AS MODIFIED BY THESE NOTES. DESIGN NOTES: LB (*) POUNDS 2. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF) AND FOUNDATION DRAWING NOTES:, DESIGN CODE: IBC / 2014 OSSC LSL TIMBERSTRAND BEAM HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS: I, SLAB ON GRADE TO BE 4" MINIMUM WITH *3 9 le" O.G. EA. WAY AT CENTERTHE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE LVL MICROLAM WIND RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE A. FOOTINGS: 3000 PSI OF SLAB SUPPORTED BY REBAR CHAIRS. PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UMITED TO MAX MAXIMUM ULTIMATE DESIGN WIND SPEED: 110 MPH SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY B. SLAB ON GRADE: 3000 PSI 2. ALL FOOTING WIDTHS PER PLAN METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE MB MACHINE BOLT G. GRADE BEAMS: 3000 PSI NOMINAL DESIGN WIND SPEED: 85 MPH PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT MBNUF, MANUFACTURER 3. A.B. 4 H.D. BOLTS TO BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. RISK CATEGORY: II WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND D. WALLS 3000 PSI 4. ALL SILL PLATES TO BE P.T.D.F. INTERNAL PRESSURE COEFFICIENT: 0.18 SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE MISC MISCELLANEOUS E. COLUMNS 3000 PSI ACCEPTANCE NCE OF OF THE RESTRICTIONS. MIN MINIMUM F, CIF' BEAMS/SLAB 3000 PSI 5. FOR ADDITIONAL DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. WIND EXPOSURE: C (N) NEW G. POST TENSION SLAB 4000 PSI 6. ® INDICATES STEP FOOTING, SEE DET. COMPONENTS AND CLADDING PRESSURE: 15.14 PSF NTS NOT TO SCALE 3. CEMENT SHALL CONFORM TO ASTM C-I50, TYPE I OR TYPE II. 1. FOR ALL SLAB SLOPES 4 FLOOR DRAINS, SEE ARCH'L. DRAWINGS. SEISMIC O_C. ON CENTER 4. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT 8. - INDICATES HOLDOWNS, REF. SHEET 50.3. RISK CATEGORY: IINrIHTK PCF POUNDS PER CUBIC FT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. SEISMIC IMPORTANCE FACTOR:1.0 TRUCTURAL ENGINEERS, LLP PERP PERPENDICULAR 9. INDICATES LIMITS OF SHEARWALL. SEE SHEET 50.3 FOR THE14288 Danielson Street •Suite#200• Poway,CA 92064-8819 5. READY MIX CONCRETE SHALL CONFORM TO ASTM C94. SHEAf�IALL SCHEDULE. SS : 0.913 5D5 0,121 (858)679-8989 • www.HTKSE.CCM • Fax(858)679-8959 PL PLATE 6. ADMIXTURES SHALL COMPLY WITH ASTM 4494 AND SHALL NOT BE Si : 0.424 SDI: 0.446 PLY PLYWOOD CONSIDERED TO REDUCE THE CEMENT CONTENT. (CALCIUM CHLORIDE 10. PRIOR TO CONTRACTOR REQUESTING A BLDG. DEPT FOUNDATION Gs 0.110W THE SOILS ENGINEER SHALL ADVISE BUILDING OFFICAL IN WRITING PSL PARALLAM BEAM SHALL NOT BE USED) THAT: DESIGN BASE SHEAR: .103 PSF -F- IPRO�FS,.,%;;_o,P.T. PRESSURE TREATED 1, STRUCTURAL LIGHTWEIGHT CONCRETE SHALL BE SAND LIGHTWEIGHT Ca N Ef REF REFERENCESITEGLASS: D �, �' AND HAVE A DRY DENSITY RANGE OF 110 PGF TO 115 PCF. A. THE BLDG PAD WAS PREPARED IN ACCORDANCE WITH THE � v S. ACID, SEISMIC DESIGN CATEGORY: D r 8WATER SHALL BE CLEAN AND FREE OF ALKALIS AND ORGANIC SOILS REPORT, RE INF REfNFORGfNGBASIC FORCE RESISTING SYSTEM: �,3915'� REQ'D REQUIRED MATERIALS. B. THE UTILITY TRENCHES HAVE BEE PROPERLY BACKFILLED 4 COMPACTED. �, w, R.J. ROOF JOIST 9. CONCRETE SLUMPS SHALL CONFORM TO ASTM C-143 AND SHALL NOT HOOD SHEARWALL (R - 2.5) `ORE�N R.R. ROOF RAFTER EXCEED THE FOLLOWING: C. THE FND EXCAVATIONS,THE SOLIS EXPANSIVE CHARACTERISTICS III SIMPLIFIED ANALYSIS PROCEDURE �U o`I -.Z• R.R. Lr4 BEARING CAPACITY CONFORM TO THE SOILS REPORT. (ASCE 1-05 12.14) l NE 30, �� SCHED SCHEDULE A. FOOTINGS: 4" SIM SIMILAR S. SLAB ON GRADE: 4" ❑X EQUIVALENT LATERAL FORCE PROC. FN JAM �SS SPL SPLICE G. IF TEMP IS ABOVE 80°: 6" (PROVIDE REVISED MIX DESIGN) ROOF FRAMING DRAWING NOTES: (ASCE 1-08 12.5) SP. INSP. SPECIAL INSPECTION 10. CONCRETE SHALL BE PROPORTIONED SUCH THAT THE 1 DAY 1. 1'2" PLY. (32/16) CDX OR 055 B.N. Sc 6 6", EN Sc .9 6", FN. Sc 6 12" (U.O.N.) DESIGN LOADS STRUC STRUCTURAL STRENGTHS ARE A MINIMUM OF SEVENTY PERCENT OF THE SPECIFIED 28 2. ---. INDICATES TRUSS DIRECTION e24" O.C. (U.O.N.) T45 TOP AND BOTTOM DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRING ROOF: (FLAT) T4G TONGUE AND GROOVE SHORING, BRACING OR TO RECEIVE CONSTRUCTION LOADS. 2A. INDICATES N/A FRAMING DIRECTION (U.O.N.) D.L. = 14 PSF T. PL TOP PLATE 11. REFER TO ARCHITECTURAL DRAWINGS FOR CURBS, DEPRESSIONS, 3, r INDICATES SHEARWALLS AND SHEAR TRANSFER FOR WALLS. *L.L. = 20 PSF TYP TYPICAL SLOPES, GROOVES AND GROUNDS REQUIRED TO BE CAST INTO BELOW ROOF FRAMING. FOR SHEARIAIALL SCHEDULE SEE SHT. 50.3 * LIVE LOADS ARE REDUCIBLE PER IBC/OSSC U NG UON UNLESS OTHERWISE NOTED CONCRETE. SECTION 1601 AND TABLE 1601.1. ADDITIONAL (V) VERTICAL 10. SLEEVE PLUMBING OPENINGS IN CONCRETE SLABS BEFORE PLACING 4. (F) INDICATES FLUSH BEAMS. LOADS DUE TO MECHANICAL UNITS, PARTITIONS, V.I.F VERIFY IN FIELD CONCRETE. 5. INDICATES LIMITS OF SHEARWALL. Etc SHALL BE CONSIDERED. 11011114W e NI WITH 11. NO SLEEVES OR CHASES SHALL BE PLACED IN FOOTINGS UNLESS FOR SHEARWALL SCHEDULE SEE SWT. SP-3 NT WEIGHT SPECIFICALLY NOTED BY THE STRUCTURAL PLANS_ 12, PROJECTION CORNERS OF SLABS, WALLS, COLUMNS, ETC SHALL BE 6. Ixxxxxxxxl INDICATES 2x6 STUDS 9 16" O.C. (U.O.N.) CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A FORMED WITH A 3/a" CHAMFER. HIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT 13. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR 1. INDICATES DOUBLE FRAMED AREAS. LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LOCATION REVIEW PRIOR TO POURING CONCRETE. 8. WALLS SHOWN ARE BELOW ROOF FRAMING 4 SHALL BE 2x4 * 16" (U.O.N.) LADES INSPECTORS AND THE OWNER PRIOR TO THE 14. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE 9. MINIMUM HEADERS (TIP. U.O.N.) ARE: 6x6 TO 4'-0" SPAN COMMENCEMENT OF WORK ON SUCH SYSTEM OR COMPONENT BURGER KING TIGARD ENGINEER OF RECORD WHEN CONCRETE REQUIRES SPECIALPER SEC 1109.1, INSPECTION. 6x8 TO 6'-0" SPAN 10105 SW NIMBUS AVE 15. REFER TO SECTION 1.1 OF ACI 318 FOR CONCRETE COVER NOT NOTED IN 6x10 TO 5'-0" SPAN ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE TIGARD, OR 97223 THE PLANS OR DETAILS. 10. FOR ROOF SLOPES 4 ROOF OPENINGS, SEE ARCHITECTURAL DWG'S COVERING. FACE GRAIN OF PLYWOOD SHALL BE 16. DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS DURING 11, 12-16d EACH SIDE OF TOP PLATE SPLICE (TYP. U.O.N.) PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE DATE PLACEMENT OF CONCRETE. TONGUE AND GROOVE OR BLOCKED PANEL EDGES, 11, CLEAN AND ROUGHEN THE SURFACES OF ANY COLD JOINTS. USE A 12. B.N. OVER ALL DRAGS 4 E.N. ALL VERTICAL POSTS AT SHEARWALLS (TIP.). PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.1_ BONDING AGENT THAT EXCEEDS THE COMPRESSIVE STRENGTH OF THE 13. ALL NAILS ARE COMMON (U.O.N.) roe NO. CONCRETE BY 25%. 14. 1-2x MINIMUM UNDER SEAMS 4 HEADERS TYPICAL (U.O.N.) DRAWN BY CHECKED BY 15. * STRAP NOT REQUIRED IF JOIST, TOP PLATE OR BEAM IS CONTINUOUS. 16. MSTC 4 MST 4 ST STRAPS (H) SHALL BE LOCATED ON TOP OF DOUBLE TOP PLATES. FILE NAME 11. EACH TRUSS SHALL BE LEGIBLY BRANDED MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. a.) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. THE SPAN ON THE FACE OF THE BOTTOM CHORD. S[)O ■1 b.) THE DESIGN LOAD. c.) THE SPACING OF THE TRUSS. 2-2x PLATES OR -3 '— NO PIPES THRU f WHERE PIPES ARE MORE I EN� EN i. ,� DOUBLE PLATE 3/8" PLATES TO BEAM -1 FOOTING THAN 36" BELOW BOTTOM -i c +�• . ` . BAR SIZE 2 3 4 8 6 -1 9 10 11 14 18 • .• OF FTGS. FTG. MUST BE -ri Y-I- -� r n_-__-rr-----rr I jT------r-- i , U • �' -' ;.�. LOWERED SO THAT 36" BAR DIA I I/4 I3/$ I 1/2 I5/S I3/4 17/8 181 I 1 I/$ 110 111 3/8 II 3/4 12 1/4 # Z • F iii / ,4 ,,, ,. ,. ., ,. ,., _ w , ' PIPE TO CLEAR Z III / I 7.' MAX. IS MAINTAINED. F t 2~ 0 III I 0 0 �- ' SLEEVE BY 1/2' ° - �- ALL AROUND ? • .1 sr REF. • At, 4 db F w III PLAN• I "� STEPPED FOOTING db �• 0 iii - �' •=911111•=391l 1- • m ' A)• NU R d'' / R db AT DBL. STRAP CONDITION (TYP.) NO PIPES TO PASS THRU I I d - r ><( CONC. FILL TO BE PLACED BEFORE FOOTING ",0 Z COLS. OR COL. FIGS. OR db �j i i i 2'-0'MIN. j ( t: IS POURED. MAKE SAME WIDTH AS FOOTING 1 9 r UNDER COL. FIG. k--r J.. I i OFFSET lL'... 1.,..Y AND POUR FULL WIDTH OF PIPE TRENCH MIN. 90 BEND OFFSET HOOK E EN A i , , 2-2x PLATES 1 PIPE PERPENDICULAR TO FOOTING PASSING UNDER FOOTING db* DIAMETER OF BAR F I I STRAP PER PLAN -- 1 I I `\` � ~"�. I I r .LIEUOF 12-16d NAILS) R • 3d FOR n TO '8 �'' -- —� '�- ----4 ARMT DAVIS NEWLOVE & R . 4d to FOR 09 TO yl r -=--1.r -f1 ; ; ,' i' / IS' TRENCH P I i I I , i 77 * * ,,...0..., U.o N.MIN. MIN. 1I I , G-___a -- `�� EQ. /EQ. ASSOCIATES, AIA ARCHITECTS PIPE TO CLEAR I // / Ji I " TYPICAL BAR BENDI1 n 1 PIPE , 1 . ' ,r SLEEVE 8Y 1/2' JOINT BLK'Cs •`�+r * * 1330 OLYMPIC REVD. '-'-'- `'-' ' '• Z`I I SANTA MONICA, CALIFORNIA 90404 . : 1 I _�.,: E ALL AROUND -r'Y ,-f w I 1 �.-- 2'-0' MIN. 2'-01 MIN. H • ! Z I I I I III I II I 1 1 I I I I I I I I I PH 310 452-5533 FAX 310 450-4742 wp 11 , I w , I s• •°' 30CCONC. 30eCONG. -4 ' I i i4I * MIN. DIMENSION OF { 1 1 • _ NO PIPE THRU 40cMAS. OR 40cMAS. PI PI SILL PLATE EN. EN 1. i FOOTING i I ANY SHEET • 2'-0" REV. DATE DESCRIPTION ,�� 1 I I - `• o,- I t Q _L1 ---1 �� 11-----1-L Ll 1 1 -J-L-- ..�1L fi --��'�� 11/2 DIA. ORI 1/2" MIN. CL. - L NO DIGGING ��` - FOR PARALLEL BARS HOLD DOWN ANCHOR PARALLELFOR PIPE TRENCH TG. \� L_ I _J WHERE SHOWN ON PLANS ANCHOR BOLTS WITHIN THIS LINE ��` TYPICAL SPLICE LOCATE STUDS PIPE PARALLEL TO FOOTING PIPE PASSING THRU FDN. WALL WALL ELEVATION TYPICAL SHEET LAY-OUTS AT SPLICE TYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS 111REINF. BAR BEND AND SPLICE DETAIL____. TYPICAL PLYWOOD WALL SHEATHING LAYOUT VERTICAL) ELEVATION OF TOP PLATE SPLICE (TYP i g � g STUDS 301/32"* ITW RAMSET /REDHEAD 2X4 FLAT BLK'G AT 13Tt TOP PLATES / ALTERNATE �, 12' ) PIN • 32. O.C. 11CB0 31639) >r* EDGE DIST. �_�,��` 16" (18" MIN) 30 b BEND MIN- ) / UNSUPPORTED EDGES H 2x4 FLAT BLK'G AT ,� 2X SILL PLATE{P-T.D.FJ # I I - K AS REQUIRED PER PLANS --- TYP. t (1$"MIN) i I ( � . r_•_ - -_,-� ALL PLYWD JOINTS -STRAP/PLAN y .t. ♦ - ___ii s EDGE DIST. 6 SERP HOISTS EQ. EQ. 9!. • T1=[I=IC 11=11_11 -- 1 .•a II Ii V r'.;•1 ':7;4 ._,.. •a , ` • :. .. • :.. . .. .. .. .,.. 11=11- It=1i- — _.—— _- —MA rr '` (W.W.F. OR RE-BAR)GTR IN SLAB TYP. (U.O.N.) —''`— -"' / • I -CONCRETE SLAB PER PLAN - UNDERLAYMENT PER i - i i - --i I I I I I STAGGER JOINTS J A F -• -0 2 \ / SOILS REPORT. -_ = = -`� _L = 1Lf ,qL 1 • 4'-0' O/G 01 ° A F \ (V)MIN. I U I --I fl II I at , NON-BRG. NON-SHEAR WALL ANCHOR -�►__ 'C. cq ° TYP. U.O.N. I ---JI -I-= -1 = - --4 - - la -_ _- 1---STAGGER JOINTS -r- - VI — j a `° •• (WALLS ONLY) • r— -' _ w4'-0" O/C I I I I ��' EDGE DIST. •1 P • 4 ,_—- - CONCRETE SLAB PER PLAN I ' - '-"'- _ -1irL- - -I = • "b (V)MIN. ' ' !W W.F. OR RE-BAR)CTR N SLAB TYP. (U.O.N.) 1 �`��4'-0'x8'-O' TYPICAL I 1 I I EDGE PLYWD JOINTS I (WALLS ONLY) "4 CONT. �. _ 34'MIN. CLEAR PLYWOOD SHEETS --- I'i=. .= - - TO BE CENTERED , • ;. 1 (U.O.N.) EACH WAY EDGE OF PLYWD JOINTS I ON JOISTS ° r CENTERED+ • • ION =- BEAM /POST /PLAN I r PL ON JOISTS I 4'-05( 8'-0' TYPICAL - . PLYWOOD SHEETS _ TYPICAL TYPICAL TYPICAL TYPICAL I I BN ■ BOUNDARY NAILS I u-u:=r il=[_lie EN a EDGE NAILS COWER INTERIOR CORNER INTERIOR 1 I- 11-1r n-il EQ. TO SLAB THICKNESS FN ■ FIELD NAILS ALT.: 4x/bx PLATES - USE BUTT SPLICE DOUBLE LAYER REINFORCING SINGLE LAYER REINFORCING UNDERLAYMENT PER i PARALLEL TO JOISTS w/STRAP AT SIDES /PLAN SOILS REPORT. PERPENDICULAR TO JOISTS DEPRESSED SLAB DETAIL TYP. REINF. AT INTERSECTION OF CONCRETE BEAMS, WALLS AND FOOTINGS Q SLAB ON GRADE7 TYPICAL PLYWOOD SHEATHING LAYOUT (HORIZONTAL) a3 BEAM TO TOP PLATE CONN. (TYP.) (01 SNUG FIT SNUG Flt TRUSS/PLAN-\\ TRUSS/PL II THE USE OF THESE PLANS AND SPECIFICATIONS SHAD. BE LCI X IA 2x BLK ES I RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE A7 48" O.G. 1x1 _.--\-----1><J,/ 2x BLK ES PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UMITED TO - AT 48' O.C. SUCH USE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD. IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE IX!/ I I PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT 1X1/ I . -f. WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE 0 -16d U r� -lbd ACCEPTANCE OF THE RESTRICTIONS. CONC. SLAB W / • SAWCUT OR C JOIST OR RARER C JOIST OR RAFTER PER PLAN 01 f1 ED JT. I I ..L'- 40 4, SLIP TRACK STC At 48' D.G. LAP OUTSIDE _ ,.4.--� ---- Y BAR AROUND (24•MIH.) 40 b 40 / I • ♦ W/2xBLKG TRU URAL ENGINEERS, LL CORNER (24" MIN.) 24' MIN. ( lrII ii'l ",-�--ru WALL PARALLEL TO " I " JOISTS (MTL STUD) 14288 Danielson Street•Suite#200• Poway,CA 92064-8819 SAWCUTS TO SUBDIVIDE ALL FLOOR SLABS ON WALL PARALLEL TO " " JOISTS (858)679-8989 • WWW.HTKSE.CdM • Fax(858)679-8959 -. I GRADE INTO AREAS OF 400 SQ. FT. OR LESS. f// /�// /�_ �./ // /r/ �/ AREAS TO BE SQ. OR APPROX. SQ. HILT( 'X-U' • 24" NON-BEARING WALL '�' .4 , : /////7 / / //77 . .///////r////// / EMBED 1 I� I NON-BEARING WALL �orD PROF" F BEND INSIDE Z / / " LAP(W W.F. OR RE-BAR) Ii � / CONC. SLAB— I ABOVE (WHERE OCCURS) i'' ABOVE (WHERE OCCURS) �� NGINEE /O F / 'I6 (VERT.) / PER PLAN r1 JOISt OR RAFTER I et BARS VERTICALLYJ ��/ '/'✓ 1 f I [JOIST OR RAFTER IN GORE (16'MIN. . / / MIN. SEE PLAN / 1 \UP OR DOWN) `'` / / �'. - , 5?; ;,;91 541 �, itr Arlo* / 7I-iI I ( I• _,I=Tr / °='I 11-"- OREGON s (V)MIN. I-- I- I- . I /. TYP. (U.O.N.) / / , `�I' UNE 30. �� / = SUBSEQUENT POUR ♦ FIRST POUR - `Y'�N JA MESS / KEYED JOINT ADJACENT. POURS TO BE MADE S tiNRS. APART. / . / CONC. SLAB -J d PER PLAN C41ANSIVE MAT'L U -I U TYPICAL TYPICAL TYPICAL TYPICAL i :- - _ I SLIP TRACK CORNER INTERIOR CORNER INTERIOR j - - 11=11SLIP 11=11=11 IlSTC AT 48' D.G. ) EACH SIDE - STAGGER /� DOUBLE LAYER REINFORCING SINGLE LAYER REINFORCING NOTE: SLAB UNDERLAYMENT PER SOILS REPORT. I jit6 •,,:-- WALL PERPENDICULAR TO I ' JOIST (MTh STUD) " " _ e CONSTRUCTION JOINTSWALL PERPENDICULAR TO I JOIST 1 • '--,__._ ------''-- -.-4'''.--r-:-:-- ;71'48-11k TYPICAL REINFORCING AT INTERSECTION OF MASONRY WALLS SLAB ON GRADE TYPICAL NEON-BEARING WALL DETAIL n4ito► 2 NON BEARING WALL ,ate (MIN. LENGTH • 10'-0') `°‘ y 2'-0" /' (MN.) i DOUBLE JOISTS(U.O.N.) _ - LOCATION FOUNDATION WALL "MI" 03 ° 2X STUDS /PLAN NOSING I *� I .! I. U II- r I 4_rbaLla u BURGER KING TIGARD BAR{TYP.) � ^� 30 LAP _ E END �- r-- 10105 SW NIMBUS AVE .. ' .' I_ IL TYP. ♦ 3'-0" ♦ • OPEN HEADER/PLAN �, TIGARD, OR 97223 • (MIN.) TYP. JST. HANGER(U.O.N.) Ni._ �I • 3" CL. . X _ ---r ��-- JST SP/ACING/PLAN 5!8' MIN. MAX. NOTCH 4 2x O'.. °":';'-.' '• t ? .4 F I" 2x --OP EDGE DISTANCE t 118' FOR 2x4 STUDS DATE \ L I- JST SPAGING/PLAN 1 3/8" FOR 2x6 STUDS 3♦4' CLEAR l' . . -- .;. • ' _ y `- USE 4-16d TO POST AND 2x8 STUDS EA. WAY I b SLAB • 1 i DOUBLE HEADER JOISTSI AT 4x6 TRIMMER t r JOB 110. p� I \ 7 2-ROWS OF 0 • 12 TYT'. TYP. (U.O.N) S C — •k ® 20d • 12'O.G. •..: �. .,' 04 w 12" O.G. EA. WAY '^ U _ ''- AT REMAINDER NON BEARING WALL MAX. DIAMETER 2x BLK'G •-�'� ,��(MIN. LENGTH • 10'-0.1 �► 1 AX. FOR 2x4 STUDS DRAWN BY CHECKED BY • 17i( 04 w 48' O.G. 30 d LAP . .� °'' # • MID HEIGHT _ TRIMMER STUD 1-2X MM. (U.O.N.) 2 3/16' FOR 2x6 Q i )I / �- JllJ1 °•. • i 1 WHERE INDICATED �7 STUDS AND 2x8 STUDS _,........-4— r STUD ADJACENT '� FILE NAME II-61 .-; I U -� I I (MAX.) :111=-1.2F.II - FOR EXTERIOR OPENING 4 INTERIOR OPENING ti 'I r• ""' I (U.O.N.)ON THE PLANS FOR MULTIPLE LI - --11- , U 0 , 3'-0' ,1,-6 . + -'4. .. WALL HEIGHT OPENING WIDTH KING POST(U.O.N.) `� ♦ SEE ARCHITECTURAL DWG. (MN.) (MIN.) STAGGERED B.N. AROUND 8' 6' 1-2X 10" FOR STAIR RISE,F2LN, 1 OPENING IN DIAPH. (TYP.) 8' 10' 2-2X AT SPACING/PLAN, 2'-0" FINISH. SEE FOUNDATION 4 SECTIONS FOR 10' 4' 1-2X ..***\--- ' (MN.) FOOTING SIZE 4 REINF. NOTE: MAX. OPENING 4'-0' x 4'-O' 10' S' 2-2X JST SPACING/PLAN 10' 10' 3-2X NON BEARING WALL41D ALLOWABLE HOLES-WALL STUDSsD0.2 CONC. STAIR ON GRADE I 0 TYP. STEPPED FOOTING firD TYPICAL AT OPENING TYP. HEADER DETAIL (U.O.N.) 1 413.4 FASTENING SCHEDULE " ,, ySHEARWALL SCHEDULE (IBC/2014 OSSC) • SHEARWALL _ CONNECTION FASTENING a,m LOCATION A.COMMON OR SOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. O SHEAR WALL0 !Y. B.NAILS SPACED AT 6 INCHES ON CENTER AT EDGES,12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE SPANSIll ARE 46 INCHES OR MORE. JOIST II JOIST 1 JOIST TO SILL OR GIRDER 3 - 8d COMMON(2-1/2'X 0.13r) TOE NAIL FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS,REFER TO SECTION 2305. FOUNDATION CONN. A FLOOR CONNECTION B SHEAR TRANSFER i-13LK'G G r f 3 - 3'X 0.131'NAILS NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON BOX OR CASING. SHEAR WALL U 1 - / 1 3 - 3' 14 gage staples si " " g gC.COMMON OR DEFORMED SHANK(bd - 2'X 0.113'1 Sd - 2 1/2'X 0.131•: 10d - 3'X 0.14$') a DIA. ANCHOR Q BOTTOM PLATE NAIL® A35/LTP4 SPACING ALLOWA SLE ' I u I MARK MAT RIAL EDGE NAILING BOLT SPACyINCs QR SCREW SP,,ACING BLK OR JOIST SHEAR (-15/FT) r"t,arcls=I44CE NOTESI -/ 2 BRIDGING TO JOIST 2 - ad COMMON(2-I/1" X 0.131") D.COMMON OR DEFORMED SHANK(6d - 2"X 0.113'1 Sd - 2 IR'X 0.131"s 10d - 3'X 0.148') TOENAIL EACH END I W/ G.N. ("2") 2x SILL 3x SILL I6d SINKER SDS(/4x41/2 TO TOP PL.'S SEISMIC WIND Q `' 2 - 3 X 0.131•NAILS E. DEFORMED SHANK Ibd - 2' X 0.113'1 8d - 2 I/1' X 0.131"t 10d - 3'X 0.148') L., 2 - 3' 14 gaga staples [Ti STUCCO REF. NOTE a 48" - 6' _ 24' 180 180 REF.NOTE a _ ,1_, , F.CORROSION-RESISTANT SIDING(6d - 1-1/8'X 0.106'*Ed - 2-3/8'X 0.128')OR CASING(bd - 2'X 0.099': 8d - 2-I/2"X 0.113')NAIL. _I 3 lx6 SUBFLOOR OR LESS TO EACH JOIST 2 - ad COMMON(2-I/2"X 0.131•) FACE NAIL G.FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT 0 3/8" PLY CDX - - 0FULL DEPTH Sd a b" 48" 5' 24" 260 300 BLK•46' AT INTERMEDIATE SUPPORTS,WHEN USED AS STRUCTURAL SHEATHING:.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES EA. SIDE 4 WIDER THAN Ix6 SUEFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON(2-1/2' X 0.131') FACE NAIL AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NON-STRUCTURAL APPLICATIONS. ® 3/8" PLY CDX Sd s 4" 32" - 4" - 16' 380 380 REF.NOTE a "- (U.O.N.) ._... 5 2'SUBFLOOR TO JOIST OR GIRDER 2 - Ibd COMMON l3-I/2" X 0.162') BLIND FACE NAIL H. 1_3/4 H. LENGTH RESISTANTFROOFING SHEATHING.NAILS WITH 1/16 INCH DIAMETER HEAD AND 1-I/2 INCH LENGTH FOR 1/2 MCH SHEATHING AND 3/g" PLY CDX Sd w 3" 32' - 3" (ST) - 16' 490 500 REF,NOTE d 1 a SHEAR WALL ARMCT DAVIS NEWLOVE & SHEARWALL I.CORROSION - RESISTANT STAPLES WITH A NOMINAL 1/16 INCH GROMGV AND 1-1/8'LENGTH FOR I/2 INCH SHEATHING 6 3!S" PLY CDX2' 24' " " 0 lbd • 8'(6`� OTVP.130Tt PLATES ASSOCIATES, AIA ARCHITECTS 6 SOLE PLATE TO JOIST OR BLOCKING �d COMMON t3-1/1•X 0.135') * 16' TYPICAL FACE NAIL n 8d e - 2' (ST) 10 12 640 610 REF.NOTE d t a SDS SCREWS WHERE 1 1/2'LT.WT. 3"X 0.131 NAILS AT$'O.G. AND 1-1/2 INCH LENGTH FOR 25.32 INCH SHEATHING.PANEL SUPPORTS AT 16 INCHES(20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION " " PER SCHED.• CONC.APPLIES. 1330 OLYMPIC BLVD. OF THE PANEL)INLESS OTHERWISE MARKED). 0 3/8" PLY SIR 1 Sd a 2 16 - 2 (ST) 8 8 130 165 REF.NOTE d 4 a 3' 14 GAGE STAPLES AT 12' ALT.) SANTA MONICA, CALIFORNIA 90404 J.CASING(1-1/1' X 0.080')OR FINISH(I-1/2" X 0.012')NAILS SPACED 6 INCHES ON PANEL EDGES,12 INCHES AT INTERMEDIATE SUPPORTS. -,..e 6 . y -.. I�__�,r SOLE PLATE TO JOIST OR BLOCKING AT BRACED 3-16d COMMON(3-1/2'X 0.135•) • 16' 10 15/32" PLY CDX 10d s 6' 48" - 4" - 24" 310 335 REF.NOTE d 4 a F PH 310 452-5533 FAX 310 450-4742 WALL PANEL 4' X 0.131 NAILS At 16" O.C. K.PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES,12 INCHES AT INTERMEDIATE SUPPORTS. ❑ I U ♦ I IHC' Lr. BRACED WALL PANELS L.FOR ROOF SHEATHING APPLICATIONS,8d NAILS l2 -1/1' x 0.113')ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. ❑ 15/32" PLY CDX ■ - • _ 4-3' 14 GAGE STAPLES AT 16' It I0d w .4 32 3 (ST) 16 460 500 REF.NOTE d 4 a WT. CONC. M.STAPLES SHALL HAVE A MINIMUM CROW WIDTH OF 1/16 MCH. 10, ' REV. DATE DESCRIPTION 1 TOP PLATE TO STUD 2 - 16d COMMON(3-1/2"X 0.162') N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,8 INCHES AT INTERMEDIATE SUPPORTS. 12 15/32" PLY CDX 10d a 3" 24" - 21/2" (ST) 12" 600 610 REF.NOTE d 4 a 4x 13LK'G - 3 - 3'X 0.162' NAILS END NAIL 0.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING PER REF• FULL DEPTH 0 3 - 3. 14 GAGE STAPLES AND 3 INCHES ON CENTER AT EDGES,6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. 13 15/32' PLY CDX 10d a 2" 16" - - 8' 8" 110 840 REF.NOTE d 4 e NOTE d BLK• 48" P.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,8 INCHES AT INTERMEDIATE SUPPORTS. EA. SIDE f1 SHEARNALL 8 STUD TO SOLE PLATE 4- 8d COMMON(2-1/2"X 0.131') TOE NAIL 14 15/32' PLY STR I 10d a 2" 16" - - 6' S" 810 1000 REF.NOTE d 4 a = (U.O.N.) ,,r' 4 - 3' X 0.131 NAILS "' 3 - 3. 14 GAGE STAPLES ABBREVIATIONS ® 3/8" PLY CDX (55) Sd 8' 9 a 3' - 16' - 6" S0 1000 REF.NOTES b,c,d 4 At _,.._._..,LTP4 SHEAR WALL 2 - 16d COMMON(3-1/2'X 0.162•) END NAIL 2i 3/8" PLY SIR 1 (85) Sd a 3" - 16' - 5" 6" BOO 1340 REF.NOTES b,c,d 4 a r-PECHOR BOLT SILL 3 - 3' X 0.131'NAILS COMMON NAILS PLY. PLYWOOD PLAT0 E SCHEDULER PER SWEAR WALLL 3 - 3' 14 GAGE STAPLES C.N. z BLK'D: BLOCKED GYP. : GYPSUM 151 15/32" PLY SIR 1 (BS) 10d a 3" - 16" - 4" 6' 1330 1310 REF.NOTES b,c,d 4 a CONN. i 9 DOUBLE STUD I6d(3-1/2'X 0.135') • 24' (155) : BOTH SIDES BD. : BOARD 3'X 0.131 NAILS AT 8.O.G. FACE NAIL FMD. :FPFOUNDATION T.N. : TOGONNE (LION 23 15/32" PLY STR I (BS) 10d ,m2' - 12' - 3" 41/2" 1140 1820 REF.NOTES b,c,d 4 a I \ 3' 14 GAGE STAPLES AT 8" A.B. s ANCHOR BOLTS (U.O.N.): UNLESS OTHERWISE NOTED 10 DOUBLE TOP PLATES 16d(3-1/2'X 0.135') w 16' : LAG BOLTS 5GHED.: SHEAR WALL SCHEDULE + 1' -� '. -' 3" X 0.131 NAILS AT 12' O.C. TYPICAL FACE NAIL REF. t REFERENCE ST : STAGGERED BLK'G MIN. 3' 14 GAGE STAPLES AT 12' Ge- GAUGE ETR I : STRUCTURAL 1 O ALL PLYWOOD PANEL EDGES TO BE BLOCKED AND EDGE NAILED. 8 - led COMMON(3-1/2"X 0.162') MIN. : MINIMUM CDX : EXTERIOR GRADE PLYWOOD DOUBLE TOP PLATES ELK : BLOCK BLK'G : BLOCKING 12-3'x 0.131'C LAP SPLICE O.G. : ON CENTER REQV : REQUIRED 0 ALL PLYWOOD NAILING SHOULD BE WITH COMMON NAILS. CAN SUBSTITUTE COMMON WITH GALVANIZED BOX. SHEARWALL SECTIONS 12 - 3"3.14 GAGE STAPLES FIELD NAILING SHALL BE MATCHING SIZE COMMON NAILS b 12" O.C. II BLOCKING BETWEEN JOIST OR RAFTERS 3 - Sd COMMON(2-1/2" X 0.131') FOR ADDITIONAL ABBREVIATIONS SEE SHEET SPI TO TOP PLATE 3 - 3"X 0.131`NAILS TOE NAIL (3) /'� 8T ALL ANCHOR BOLTS TO BE 10" LONG 2x SILL, 12" LONG AT 3x SILL. 3 - 3" 14 GAGE STAPLES ALL ANCHORS SHALL HAVE MIN 1/4"x3"x3" PLATE WASHERS. PLACEALL ANCHORS A MINIMUM DISTANCE OF 4 3/8" (AND A MAXIMUM OF 12") FLAT METAL CLIP 12 RIM JOIST TO TOP PLATE 8d (2-112'X 0.131) •6.O.C. 3"X 0.131 NAILS AT 6'0.0. TOE NAIL FROM THE ENDS OF SILL PLATES. MINIMUM 2 ANCHOR BOLTS PER WALL OR PIECE OF SILL, yti(j 2_gd MIN. FLAT METAL CLIP 3. 14 GAGE STAPLES AT 6.O.C. 0 SDS1/4x41/2 SCREWS MAY BE SUBSTITUTED WITH 3/8", x 6" LAG SCREWS WITH PREDRILLED HOLES. EA. SIDEF W/ 2-Sd MIN. 13 TOP PLATES,LAPS AND INTERSECTIONS 2 - lbd COMMON(3.1/1' x 0.162') MINIMUM STAGGER DISTANCE IS 1/2 1/2". MINIMUM OFFSET IS "• MINIMUM EDGE DISTANCE IS I/2". EA. SIDE 3 - 3'X 0.131'NAILS FACE NAIL VERIFY WI SCL MANUF. MINIMUM SOS/LAG SCREW SPACING AND LEAD HOLE 3 - 3' 14 GAGE STAPLES REQUIREMENTS OR USE 3x/4x NOMINAL MEMBERS PER REFERENCE NOTE d. AT ALL ROOF PLATES WITH FRAMING PERPENDICULAR TO WALL USE A35 b 24" + iggi 14 CONTINUOUS HEADER TWO PIECES Ibd COMMON(3-1/2' X 0.162') 16'0.0. ALONG EDGE OR H1 PER TRUSS (0 24" MAX) TYPICAL (U.O.N.) ' 15 CEILING JOIST TO PLATE 3 - ad COMMON(2-1/2'X 0.131') 0 USE P/4" STRUCTURAL COMPOSITE LUMBER (SCL) FOR RIM OR BLOCKING (UON). CONT. T. PLXe -- 5 - 3"X 0.131'NAILS TOE NAIL A I 3 - 3' 14 GAGE STAPLES 0 REFERENCE NOTES: A, - IS CONTINUOUS HEADER TO STUD 4 - Sd COMMON(2-1/1'X 0.131') TOE NAIL a) EXTERIOR STUCCO WHERE OCCURS SHALL BE WOVEN OR WELDED WIRE DO NOT CUT TOP PLATES LATH WITH 1/8" PORTLAND CEMENT PLASTER WITH * Il GA. NAILS (IF T. PL IS CUT - STRAP I1 CEILING JOISTS,LAPS OVER PARTITIONS 3 - l6d COMMON(3-I/2'X 0.162") x 1 1/2" LONG x 1/I6"+ HEAD OR 0 16 GA. STAPLE x 1/8" LONG LEGS. , - --5:...:r__ (SEE SECTION 2308.10.4.1,TABLE 2308.10.4.1) TABLE 2308.10.4.1 FACE NAILPER PLAN • TOP OF TOP PL DONT. T. PL b) 3x6 SILL, 3x6 TOP PLATE t 4x6 BLOCKING 4 - 3"x 0.131'NAILS 0 INTERMEDIATE PANEL JOINTS IS REQUIRED. (MSTA36 MIN.) OR PL SPLICE 4 - 3. 14 GAGE STAPLES c) SHEAR WALLS WITH PLYWOOD ON BOTH SIDES, BOTH VERTICAL WI 12-16d EA. SIDE - U.O.N.) PLAN VIEW 18 CEILING JOISTS PARALLEL TO RAFTERS 3 - I6d COMMON(3-1/2"X 0.162') AND HORIZONTAL INTERIOR JOINTS ON OPPOSITE SIDES (SEE SECTION 2308.10.4.1,TABLE 2308.10.4.1) TABLE 2308.10.4.1 FACE NAIL OF THE WALL SHALL BE STAGGERED (SEE DETAIL BELOW). 4 - 3'X 0.131 NAILS d) ®-CONNECTIONS FOR 2ND FLOOR AND ABOVE ONLY: 4 - 3' 14 GAGE STAPLES USE 3x MIN (NOMINAL) RIM OR BLOCKING BELOW WALLS WITH Ibd SINKERS 6 2" O.C. PERPENDICULAR WALLS • EXTERIOR -I- INTERIOR SHEARWALL/DRAG LINE.3 IS RAFTER TO PLATE 2 - ad COMMON(2-1/2'X 0.131') OR CONNECTIONS WITH SDS/LAG SCREWS AS REQ'D SY SCL MANUF. (SEE SECTION 2308.10.1,TABLE 2308.10.1) 3 - 3'X 0.131 NAILS TOE NAIL e) 3x REQUIRED AT ALL PANEL JOINTS 4 INTERIOR BLOCKING 3 - 3" 14 GAGE STAPLES 20 1'DIAGONAL BRACE TO EACH STUD AND PLATE 2 - ad COMMON(2-1/2" X 0.131') HC)LDC)WN SCHEDULE THE USE OF THESE PIANS AND SPECIFICATIONS SHAM BE 2 - 3'X 0.131'NAILS FACE NAIL RLS1HICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE 3 - 3" 14 GAGE STAPLES PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UNITED TO �+ SHEARWALL SCHEDULE, NOTES, SECTIONS AND DETAILS SUCH USE. RE-USE, REPRODUCTION OR PUBUCAT1ON BY ANY 21 1 X 8 SHEATHING TO EACH BEARING 2 - Ed COMMON(2-1/2'X 0.131') FACE NAIL (ICC-ESR 2330) METHOD, IN WHOLE OR IN PART. IS PROHIBITED.TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCH11tei WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND 22 WIDER THAN I X 8 SHEATHING TO EACH SEARING 3 - Ed COMMON(2-1/1" X 0.131') FACE NAIL SSTB ANCHOR BOLT (5) 55 ANCI-40R BOLT P,45 ALLTHREAD SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE MIN. SCREWS (ICC-E5R 2&II) (ICC-ESR 26II) (ICC-ESR 26II) ACCEPTANCE OF THE RESTRICTIONS. 23 BUILT UP COWER STUDS I6d COMMON(3-1/2' X 0.162') 24" O.C. HOLDOWN 3 - 3 x0.131 NAILS 16 O.C. MARK POST 5U5 1/4"0 CL MONO POUR TWO POUR "A" MONO POUR "A" SIZE L MIN "A" "5" PER PLAN 3 - 3. 14 GAGE STAPLES kb"0.0. HDU2 4x 6-SDS i ' SSTBI6 SST520 125/8" 55 5/8X24 18" PASS 24" 5" 11/2" 1 ; _ __ Clio 24 BUILT UP GIRDERS AND SEAMS 20d COMMON(4'X 0.192') 32'O.G. FACE NAIL AT TOP AND BOTTOM HDU4 4x 10-SDS 1 " S51520 55T824 16%" 55 5/8x24 18" PASS 24" 5" 11/2" C1ull i I 3' X 0.131'NAIL AT 24'O.G. STAGGERED ON OPPOSITE SIDES I 1 - __ 3' µGAGE STAPLES AT 24' O.C. HDU5 4x 14-SOS 1 " 551524 881528 205/8" SS :/8X24 IS" PASS 24" 5' 11/2" STRU URAL ENGIN RS, LLP 20d COMMON(4'X 0.192") HDU5 6x 20-SDS Ii" 551528 557528 241/8" 55 !/8x24 18" PAB1 30" 8" 12" STAGGER E. 7-411) 14288 Danielson Street•Suite#200•Poway,CA 92064-8819 FACE NAIL AT ENDS PLYWOOD (ES) �----.. - E.N. TVP. (858)679 8989 • N1WW.HTKSE.GOM • Fax(858)679 8959 3'X 0.131'NAILS AND AT EACH SPLICE HDQS 6x 20-SDS 14" 551528 881528 241' 55 1/8x24 18" PA51 30" 8" 12" I a 3 - 3'14 GAGE STAPLES 1l i.10\ l) Al i-! , �I 4 ID HDUll 6x 30-SDS I; " N/A N/A - 55 1x30 24" PASS 30" 10" 15" `` ��' '� I 25 2'PLANKS 16d COMMON(3-1/Y X 0.162') AT EACH BEARING _ , � D PROF 26 COLLAR TIE TO RAFTER 3 - 10d COMMON(3" X 0.148•) WHDQ11 6x 24-SDS 1i' N/A N/A - 55 1x30 24" PASS 30" 10" 15" 1 ,©,NP_ . TYP. . TVP. 0 - ill,.,. � GI NE f�` /O 4 - 3"X 0.131'NAILS FACE NAIL HI-0014 6x 30-505 II" N/A N/A - 55 1x30 24" PASS 30" 10" 15" 41) �� 4 - 3' 14 GAGE STAPLES 21 JACK RAFTER TO HIP 3 - 10d COMMON(3'X 0.148•) HDU14 6x 36-SDS 1a' N/A N/A - 55 1x30 24" PASS 30" 10" 15" /x,91�� MINIMUM POST / STUDS (U.O.N.) STAGGER E. •. �, 4 ,�A�` 4 - 3'X 0.131'NAILS TOE NAIL STRAP PER PL 4 - 3' 14 GAGE STAPLES --n---Tr- n---n---rr---Ir---rr �= - ,' ,' OREGON HOLDOWN NOTES: I I II II II I I II II © �, MARK WOOD SIZE T J'] (/N f 30> ��`�` 20d COMMON(4'X 0.192 ) 11 n S 11 11 I i 11 i' I _ 3•X 0.131'NAILS FACE NAIL I. ALL HOEDOWN ANCHOR BOLTS SHALL BE SECURELY FASTENED II it ■ it 11 ii 11 I © % >%/: Qj 4x6 eN JA ME5 3 - 3" 14 GAGE STAPLES I I 11 ■ 11 1 r I 1 :: 11 IN PLACE PRIOR TO PLACING CONCRETE. ■ it I 1 It i `•�, - r I i ■ II It I1 II it 1 ,,. .�- i •♦ I1 II ■ 11 1 I It 28 ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON(3-1/2"X 0.162') 2. PROVIDE COVER(lsi" MIN)AT EARTH FORMED SURFACES PER REINFORCING 11 11 ■ I tl 1 1 11 , 4x- • 3 - 3'X 0.131`NAILS TOE NAIL STEEL NOTES AT ALL HOLDOWN ANCHOR BOLTS (U.0.N.) Tri zzolIlt i .E1$e�I•E=-' -Qyr lig_ ; BI-KG .�� -,�� - ,,, O 3x6 SOLID BLK'G BOIT. PLATE 3 - 3" 14 GAGE STAPLES I II I I II I II II I T"1'1�• I , AT HOEDOWNS NAILER 3. PROVIDE 8" MINIMUM FOOTING OR STEM WALL WIDTH. II I I II ■ II II I -' 2-16d COMMON(3-1/2"x 0.162") ii I I n a . O 2-3x6 3 - 3'X 0.131"NAILS 4. SEE DETAIL A (EACH NAY AT CORNER) 'I if " H H 111 II 'I I• I i ♦ SOLID BLKG � FACE NAILI I i t 1 1 I I I1 I I 11 1 ♦ AT (V)STRAPS 3 - 3' 14 GAGE STAPLESNW I I I1 I I 11 II 11 I I © `♦ --- 4 3x6 H II H It I I N. i tzt 29 JOIST TO BAND JOIST 2 - I6d COMMON(3-1/2' X 0.162•) L .L.--1L--11_ -LL---L- �Jl---LL-- \k.. _-_„- �1 5. USE 5515E MODELS FOR HOEDOWNS ON 2-2CAND 3x SILL PLATES. e. 4 - 3' X 0.131'NAILS FACE NAIL ri‘0011- ...., 4 - 3. 14GAGE STAPLES / / 4111) POST PER PLAN A_A II �I II II, . , II III \Nir , _ t _ „.., , _-P-„,..__ - 30 LEDGER STRIP 3 • hbd COMMON(3-1/1"X 0.1629 �� _ 4 - 3'X 0.131'NAILS FACE NAIL 1-10L \ 4 - 3' 14 GAGE STAPLES Dow1K PER .... - .. NOTE: DOUBLE SHEAR WALL SECTIONS (PLYWOOD HORIZ.) DOUBLE SHEAR WALL POST/STUD SCHEDULE _ 1 =_ _- SHEAR 31 WOOD STRUCTURAL PANELS 1/2' AND LESS bdb'1' MIN. WALL END OR TRANS PER ' AND PARTICLE BOARDb 2-3/$"X 0.113 NAIL n MIN. CONC.SIDE COVER ,' CORNER DISTANCE SUBFLOORROOF AND WALL 1-3/4 16 GAGE° Pio■ TYPICAL SHALL BE SAME AS ., SHEATHING(TO FRAMING) L CONC.SIDE COVER(•B'). SOWED. SEE STRAP c- EN PLYWD r. 19/32.TO 3/4' SddOR 6da p SILL FPI)ATE jl T r HD I PLAN - '` . PLAN 2-3/13"X 0.113pNAIL V PLYWOOD (B5) . � E.N. TYP. .-.Tho.., d 411 DLI 1 DI DI_ C, I I LOCATION 2' 16 GAGE SIMPSON OR HEADED \ Q "V _ 11.._..- - ill " __" 41/V "��' I� 1 D-D N\.rz : �I f 1/8" TO 1" EdC' A.B.PER SCH BELOW HD POST / PLAN ^ BURGER KING TIGARD I 1/8•TO 11/4" tOddoR add (DO NOT USE 'J•BOLT) '. \ "' 0 TYP. O 6.TVP. O '6 TVP. . ® - 10105 SW NIMBUS AVE • ; 3•C''' _ �_ TIGARD, OR 97223 SINGLE FLOOR(COMBINATION SUBFLOOR- 3/4'AND LESS bda ^ ,a, EMBED BELOW -Ir--I I -- y--r---n---u -- IT---n-- 1 i ,� t LAYOUT 1 LAYOUT 2 48' PLY. 48' PLY. UNDERLAYMENT TO FRAMING 1/8" TO I" 8de :`T1✓ LOWEST G.J. �' "EV j( 11 IIII i i I I II AS I II 1� \ / �\N� �, \ i / PANEL / PANEL = d 0 \ II II I 11 II ■ 1 II © 11 `♦ / % 1, •I DATE 1 I/8 TO 11/4' 10d OR Sd I I it 'V I I t 1 n I I I \ / % / % 4'MIN I, 2B MIN. I ' I, i ' S ' i i 1 <` s \, it / TO CONI (12'MM) - 410 '" 32 PANEL SIDING(TO FRAMING) 1/2'AND LESS 6d P EDGE i i t ■ II w' II u I 1 s M M I M 111 =° IIILDOwW JOB NO. / / II ■ It ■ I' ii r / ,, % r T - I 1 1- I/1 ■ ■ I n ■ u a n r 1 5�, f DETAIL M ELEVATION DETAIL M SECTIOr1 1 I1 n n ■ II II I �x; ► 1 I J. PER PLAN _ 1 II u II ■ ,,'II O II I s - DRAWN BY CHECKED BY I II : II ■ II l; I / \ / \ / 33 FIBERBOARD SHEATHINGg IR' No.11 GAGE ROOFING NA A I ■ �� ` t• • r •I' I I a I ■ I 1 1 1 I bd COMMON NAIL(2'X0.113') - II II a I II a I I II 4k / / i / i i 1 II II ■ I II ■ II II I 1 I / \ / '� ( + L-1 • 11 II ■ I :: ■ I I It I FILE NAME No. GAGE StAPL1 i I II ■ I 11 ■ I 1 t 4 \ / \ I I _"- . �A/B SEE PLANit II ■ : n ■ 11 111 \ , fit►25/32' Na.tl GAGE ROOFINGfi ` LAYOUT 4 Sd COMMON NAIL (2-1/2 X 0.113' LAYOUT 3 STUDS NOT SHOWN No.lb GAGE STAPLE 410 0-1, NOTE: HOLDOWNS 4 HOLDOWN POSTS VARY. FOR CLARITY SEE FOUNDATION 4 FRAMING PLANS. 34 INTERIOR PANELING 1/4" 4d'1 3/8' bdb' • DOUBLE SHEAR WALL SECTIONS (PLYWOOD VERT.) TYPICAL HOLDOWN LOCATION HOLDOWN BETWEEN FLOORS 0.3 NOTES: _ I. AB. 4 HD BOLTS TO BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2. ALL SILL PLATES TO BE P.T.D.F. 3. FOR ADDITIONAL DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 4. FOR ALL SLAB SLOPES 4 FLOOR DRAINS SEE ARCHIL. DRAW INGS. 5. ALL TIEDOWNS AND HOLDOWNS TO USE 4 x MINIMUM, (U.O.N.) ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS e. FOR WALLS AND DIMENSIONS NOT SHOWN SEE 1330 OLYMPIC BLVD. ARCHITECTURAL DRAWINGS. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 LEGEND: REV. DATE DESCRIPTION I. INDICATES LIMITS OF SHEAR NALL, SEE SHEET 50.3 FOR THE SHEAR WALL - SCHEDULE. 2. REFER TO SHEARWALL SCHEDULE, SHEET 50.3 FOR SIZE AND SPACING OF A.B.S 3. INDICATES NEW WALL 1 SD1 I— i I F --, - II 1 5,21) 1 . i u Li u ] I P .__.. X, I EXISTING FOOTING (TIP.) L 7 r-i SD EXISTING SLAB -- THE USE OF THESE PLANS AND SPECIFCATONS 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, ES PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WfTHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS_ FIHT • ‘/1/-R1.\\:;8=FURAL ENGINEERS, LL 14288 Danielson Street•Suite#200• Poway,CA 92064-8819 (85B)679-8989 • WWW.HTKSE.COM • Fax(858)679-8959 (N) INFILL NALL c` �� IPRoF�ss% (WHERE OCCURS) \� (TIP.) — // Imo- . �� ' OREGON D1 REF. s 1UN 4'1, \� Li i3 E 30, � . ❑. I / `IFNJAMESS I L -- I L ColoSDI i-I-- 131V LOCATION BURGER KING TIGARD 10105 SW NIMBUS AVE TIGARD, OR 97223 ?' ® UN D A L_ J O S PLAH DATE SCALE: 1/4".11-0" JOB NO. DRAWN BY CHECKED BY FILE NAME SI NOTES: ... I. SCALING OF STRUCTURAL DRAWINGS IS NOT ALLOWED. f ,, 2. FOR DIMENSIONS NOT SHOWN SEE ARCH. DRAWINGS. .. 3. NON-BEARING WALLS AND NON-51-1EARIA1ALLS ARE eV NOT STRUCTURAL WALLS. 4. NON-STRUCTURAL WALLS ARE NOT SHOWN FOR CLARITY. ARMET DAVIS NEWLOVE & 5. FOR ADDITIONAL NOTES SEE SI-IEET 50] ASSOCIATES, AIA ARCHITECTS 6. 16-Id e TOP PE BIRK'S 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 LEGEND: REV. DATE DESCRIPTION 1. INDICATES LIMITS OF SI-IEAR WALL, SEE SI-IEET 503 FOR TI-IE 51-IEAR WALL - SCHEDULE. 2. REFER TO 51-IEARIAIALL SCHEDULE, 51-IEET 50.3 FOR SIZE AND SPACING OF A.B.5 3. INDICATES EXISTING WALL/ROOF 4. INDICATES NEW ROOF LINE 5. , - -- INDICATES JOIST PER PLAN, U.O.N. (_1) 6. I I INDICATES NEW ROOF FRAMING AREA Ak 5D2 (N) 2x 5D2 (N) 4x12 • - "• 1: ,,.. :... :. . • . ... . .. . .. . .. . • . . . ... ... . . . .... . . ._. (E) BM , 1 (E)J5M (E)13M . . . . . . . .. . . . . . . .- . ... .. .. . .. . . ... .. . . . . . . ... . . . . . . .. -7— N --- .. . .. . . . . . .. . ... .. . ..... .. .. . . ... . - . ..... . . _.. . . .... ... . --- . " . . . , .. .. .. . :1-- • . ' . . .. .... .. '.." " ' . ' .. .. .. . .. .. .. .. .. . .. . . . . . . .. . . . . . . .. . .. . ,. . . . . . . • . . ..... '. ' ' ' .: . . .. . .. . . . . ... .... . . (N) 2)e:, . . ...... ..... .. ...% ..' . . . . .%.....:. . ... ........... . . . ..... 1 . . . . . . .. . . . . .. . ... . . . . ..... . . . . . .. .. . . . ..... . . . . . . ' . . . ..... . . .. .... . .. . . . ..... ....... .. ... . ... . .... . . . . . . . . . . ... . .... ... . .. ... ... ... .. . . ....:..... . . ..-..... . - . .. . . .• -• ' -- - . . . -'- .. - . . ... .. .. .: .... 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'6) 16" .. ..... .. .:...... . ' " ' ' .. ' . . . .. . . THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE Li ,.. ..., , . .. . % I:.:... .. PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO . . . . .... ... .. . . ... . .. . SUCH USE. RE–USE, REPRODUCTION OR PUBLICATION BY ANY 9 9 . METHOD, I N 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 CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS U– U– 0 • -N. (----1---- w z III E . . .: :: -:.:: .I (N) 5D2 .. . .1.q_ —(N) 2x6 IHTK ....„., .. 6 16" --.. 1-1--- TRU URAL ENGINEERS, LLP . 14288 Danielson Street•Suite#200• Poway,CA 92064-8819 1 (858)679-8989 • WWW HTKSE COM • Fax(858)679-8959 . . . . . . .. , PO . . no . . .. '\- OAGINE6- - - - - . . . . . ..•-" --.. . 6 16" - - .-.. . ..... ... ' --(N) 2x6 ... .•.•... . ,,,;191 5; fir one, - . . . • '. '. - - 4, derrigo- . .. . . . .. .. . . . . . .. .. . ..... .„. . . . .. . . . . .. m z OREGON , • • .. • , L. ......... . ., .„. .. . . .. . . .. . . .. ... .. . . . .. . . .. .. .... . . . " . .. . . .. . . .. .. ... . .. .. .. .. ,. . . . N$ . . . . . . . . . .. 51)2 g • .. . . . 'reN JA t+h -ScD , .. .. . . . .. .. ..... . . 0 .. .. .. . . .. . 0 i — m --... . .. . . . , , 1 . .. (N) 2x6 (E) BM (E) BM (E) BM : 6 16" . . . . . ' . . . . . . ........-; . . . .... - . .. .. . . . . .. G6R _ . . . . . . . . .., . . .. . . . L I CI . ., .• . . . ........ . . . .. . .. .. . . ... . . 11 .. x . . . . . . . . .. . . . . .. . . . . . . . .. . . . . . . . . . . . . . SD2 ,olow., (N) 4x12 AkLOCATION SD2 4 BURGER KING TIGARD (- 10105 SW NIMBUS AVE 5-1:- TIGARD, OR 97223 DATE JOB NO. NcloF FRAridli 1-iq a _p_) __IAH DRAWN BY CHECKED BY FILE NAME SCALE•. 1 /4" = 1 '-O" S2 i - _ SI i , A.,-;,- i - di ' / 77,---------(N) OR (E) N LL z-----(N) OR (E) HALL z 3 F. N H ',-._,C.1 .1...i... REF. 6 NEH RE E — HALL - NALL ARMT DAVIS NEWLOVE & 2x PTDF NI %"4) 2x PTDF N/ %". ASSOCIATES, AIA ARCHITECTS 3 AB a6 48" (2-MIN 3 -� AB 48 (2 MCN �``� 1330 OLYMPIC BLVD. — PER SILL) PER SILL) SANTAMONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 2'#4 DONEES (4-TOTAL) 2'#4 DOHELS (4-TOTAL) REV. DATE DESCRIPTION E.N. DRILL �" EPDXY E.N. DRILL �" EPDXY N/SIMPSON 'SET' XP N/SIMP50N 'SET' XP ICG-ESR 2508 ICC-E5R 208 z z zo r 4 ' • i ..... . . . = --,---- , -... __,4 1.4• -, , ,,L7,-_,, ,,, , ,,-,-_,/ / -III., II1=1I1=! / l -III III I I I� IT—Fri —III III I I I� 4 O G H III I II III I # � 4 T 4B # / `�' T � �.� E XIST FOOTING i.,.--- EXIST FOOTING d . d DIMENSION PER ARCHIL AS DIMENSION PER ARCHIL AS REQUIRED FOR NEAT HALL „./7- REQUIRED FOR NEN HALL ,� or II 2 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 PUBUCATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WIN THE ARCHITECT WITHOUT PREJUDICE.VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THE RESTRICTIONS. ,/\_ 1 I -__li K STRUCTURAL ENGIN RS, LLP 14288 Danielson Street•Suite#200• Poway,CA 92064-8819 (858)679-8989 • MK HTKSE.COM • Fax(858)679-8959 ----1F- ,� .D PROF�S� ��5 GIGINEF� i ix ,� � :3915 � 1" MIN� , 111 MN .1' t ,i' OREGON 5 `5l� N6 3O, SS�� /8n 0 ALLTHREAD TO MATCH SPACING • 'i8" SIMPSON TITEN HD (ESR-1056 NJAME \ PER SHEARNALL SCHEDULE _.., TO MATCH SPACING PER SHEARNALL SCHEDULE J " MIN 1 ' , 13%" MIN (48" O.C. MAX. 13/4" MIN (48" O.C. MAX.) Er 41/2" MIN- 12" MAX. FROM ENDS OF BREAKS ♦ _ 4�2 MIN 4 12 MAX. FROM ENDS OF E BREAKS - � I = - � 1 II II Y� \ ILII � � . - \ --1-711 :� � . II�l—i�l—i f 1— = I I� - I-1117-1-7-111 -1:7I1 I In I - (2 MIN. PER PIECE) Ii-±-1,-1111-±1-11111- - (2 MIN. PER PIECE) E 1 IDRILL 4 EPDXY N/ -111===:=111#-: SPECIAL INSPECTION REQUIRED SIMPSON 'SET-XP' (ICC-ESR 2508) 0 234" MIN 2x SILL =, =- ® (IAPMO UES ER-265) OR •)I II MIN '3 3x OR 4x .III _ -Y HILTI RE 500-SD (ICC-ESR 2322) PERIODIC SPECIAL INSPECTION REQUIRED SIMPSON TITEN-1-0 OPTION DRILL 4 EPDXY OPTION LOCATION BURGER KING TIGARD GENERAL NOTES: 10105 SW NIMBUS AVE TIGARD, OR 97223 - AVOID ALL EXISTING REINFORCING AND PT TENDONS NHEN DRILLING. - DRILL AND CLEAN HOLES PER MANUF. SPECIFICATIONS. DATE - LOCATE A MINIMUM OF 3" MIN FROM ABANDONED EXISTING BOLTS. JOB NO. - THESE DETAILS ARE APPLICABLE FOR INTERIOR HALLS AND FOOTINGS. - - ACI 318-14 NITH PERIODIC SPECIAL INSPECTION. DRAWN BY CHECKED BY FILE NAME E.N.------ -... E.N. ---- 2x FRAM'G (DIR. MAY VARY) E.N. B.N. 3 PER PLAN GOVT 2x MIN N/ WNGR 6 PERP. JOISTot,,,,_ W/3-16d/STUD 2x SLKG 5.N. f t 4 . �` t 4 3-16d/5LK 2x JOIST PER PLAN E.N. - .____.....,,. _ - I--12.5A 16° W/ HANGER ixi ix i E.N. ARM�T DAVIS NEWLOVE & r 3 . • • . I/ V V NI __- Z ASSOCIATES, AIA ARCHITECTS S.N. ,435 2�" 3 -... 1330 OLYMPIC BLVD. MIN MIN24" SANTA MONICA, CALIFORNIA 90404 in 2x 5LK'G 6 PH 310 452-5533 FAX 310 450-4742 6 PARALL. JOIST �16d �" S.N. R . DATE DESCRIPTION t 2x4 BRACE W/ 3-lOd Is 1_,--E.N. (N) 2x LEDGER W/ /7E.N. E.N. 1 •� EA. END 6 T. PL, ROOF 3-16d PER STUD 4 2x LEDGER W/ DIAPH., 4 6 4S (V) 3-16d PER 5LK — 2-16c1 EA. 5LK EA. STUD (TIP.) ONT. PLY STUD 3 • • MIN 2x LEDGER NI 2x STUDS 6 12" O.C. 2-16c1 EA. STUD4I,,,,,s,, 7-----16c14" (ALIGN W/ EXISTING --E.N. 434 6 EA. EXIST E.N. FRAMING) ' CUT MEMSER (TIP.) �` 2x LEDGER W/ / ` ''` . 2-16d EA. STUD .�� 434 6 EA. EXIST r. * 7 CUT MEMSER (TSP.)' ' - '~ 4x SLKG W/A35 EA END . • 2 .K'G W/ 16d - -� 6 TOP 4 SOTT 6 4 6 AWNING CONNECTION (TIP) (WHERE OCCURS) -A-- NOTCH 2x4 LEDGER ---. . 1 x 1 E.N. (E) TRUSS W/ 3-16d EA. SW • ' ' • - � `----- (E) TRUSS A IN LINEEND OF FURRING (TIP. A35� - i (WHERE OCCURS) VERIFY TRUSS SEARING a 2. \ / I E.N. WHERE OCCURS) E,N� x � (DIR. MAY VARY) OR CONTACT E.O.R. �`�' +/ l VERIFY (E) MANSARD TO E-N•� -•1� _ EXISTING HEADER CONT. FURRING (WNERE OCCURS) ...-111iii WHERE OCCURS (E) 5M IJ III III �� i (WHERE OCCURS) 2_, RS) THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE E.N.-------- . ,7,-- E.N. PREPARED ANDPUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCHHUSE. RE-USE, REPRODUCTION OR PUBLICATION BY ANY �� I-42.54 16" TITLE TO /� PLANS AND SPECFICATIONSMETHOD, IN WHOLE OR INPARTREMAI S, ISPWITH'ED ARCHITECT THE 2x FRAM'G WITHOUT PREJUDICE.VISUAL CONTACT WITH THESE PLANS AND EN.— • • • • S.N. SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE 3 PER PLAN ACCEPTANCE OF THE RESTRICTIONS. r---- -'-± 1 CONT 2x MIN W/ HNGR 1: �- 1 1A1/3".16 cl/STUD 2x SLKG ----- -- . •• 5.N. = - f 3-16d/5LK 5.N. URAL ENGINEERS, LLP 14288 Danielson Street•Suite#200•Poway,CA 92064-8819 X E.N. .N_ _.. ,.,c, (858)679-8989 • WWVV.HTKSE.COM • Fax(858)679-8959 E.N. �c�o PRo��s • ' kJ - ,,,GINE-4-4)N E4-4, `/O 3 ' • H2. A 6 1611 . ' / :0 MIN a;5915' S.N. 7-H6d 6 4" `, 410 rr-2x KG � 32" - � "ORECON � � SL 2 x4 SRACE W/ 3 lOd - _ �`2FN JA MESS\ \-- EA. END 6 T. PL, ROOF (N) 2x LEDG E.N. i i 3-16d PER STUD 4 DIAPH., 48" (V) 3 l6d PER 5LK = ; EA. STUD (TIP.) •\___c ONT. PLY ::=,-:--f-...---7-�, -- AFICR 2x LEDGER W/ giljr7:7_,,,," - 2-164616" 2-16dEA. STUD716d � _ A34 6 EA. EXISTE.N. _ = fj--- __ - = SN CUT MEMSER (TIP.) = EN /1- 2x SLKG �'- 1 to LOCATION BURGER KING TIGARD -n `` 10105 SW NIMBUS AVE X3 kr 4x SLKG TIGARD, OR 97223 N W/A35 EA END • . • . 6 TOP 4 SOTT DATE 2x SLKG AWNING CONNECTION JOB NO. (TIP) (WHERE OCCURS) - 16" O.G. i\ /7 i DRAWN BY CHECKED BY W/A35 EA END 5M PER PLAN /x\ I FILE NAME OPTION IN LIEU OF 5M: L - --- (E) TRUSS � ---(E) FRAMING 2x LEDGER ` ,'1 (WHERE OCCURS) E.N. x 1 (DIR. MAY VARY) REF. E.N.�� / EXISTING HEADER � WHERE OCCURS (E) 5M X X CONT. FURRING ,iii HI ((WHERE OCCURS) I'I .II I (WHERE OCCURS) (4) *B. K.C. APPROVED* APPROVED DRAWINGS FOR CONSTRUCTION : .1 41111106ROUBu rg e r Ki ng # 5282 THIS PROJECT HAS BEEN SUBMITTED AND ITEMS PROVIDED AND/OR BUILT BYI INSTALLER 1 TOMER ARE G.C.G CUSTOMER APPROVED BY BURGER KING CORPORATE. APPROVED TO BE ORDERED / BUILT PER THIS SET OF PLANS. IF TM ITEMS BUILT / PROVIDED BY FCC COMMERCIAL FURNITURE SHOULD STILL BE CONSIDERED PRELIMINARY UNTIL FINAL DRAWINGS ARE RELEASED. FCC 121111111 COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800,322.7328,F.541,673.7441 I WWW FCCFURN.COM DESIGNED AND BUILT IN U.S A. PROPERTY OF FCC COMMERCIAL FURNITURE 101058W Nimbus AVaANIS IS A AOR RESIGN HEPURPOSE T EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS-DO NOT REPRODUCE OR LEND WITHOUT Tigard , INDEX WRITTEN PERMISSION FROM FCC COMMERCIAL F DRAWINC FURNITURE INC. 722 SHEET D0.0 - COVER SHEET CUSTOMER INFORMATION, GENERAL NOTES IMPORTANT FCC COMMERCIAL FURNITURE INC APPROVED SEATING & DECOR PROVIDER WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE SHEET D1.0 - SEATING LAYOUT IN ALLCASES. GENERAL NOTES : CONTRACTOR 1 INSTALLER FURNITURE COMPONENT, SEATING CAPACITY DONOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY SHEET D1.1 - PRELIMINARY METALWORK LAYOUT 800322ONABLEDIMENSIONS ATTELEPHONE# 800 322 7328 GENERAL CONSTRUCTION NOTES: STANDARD STORES PROJECTS: REBUILDS AND REMODEL PROJECTS: DO NOT CORE DRILL FROM THIS PLAN THE GENERAL CONTRACT.FURNITVERIFYALLBUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT. — - SHEET D2.0 THRU D2.3 - INTERIOR BUILDING ELEVATIONS UTILITY LOCATIONS.AND CONDITIONS AT THE JOB SITE. ALL WORK, CONSTRUCTION, FURNITURE AND MATERIALS SHALL COMPLY WITH ALL • THESE DRAWINGS, SCHEDULES, AND SPECIFICATIONS, AS WELL AS, OTHER - CASE OF REBUILDING OR REMODELING PROJECTS, ALL EXISTING SEATING, INTERIOR WALL CONDITIONS AND FINISHES THE GENERAL CONTRACTOR MUSTNOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES PROVISIONS OF LOCAL BUILDING CODES AND WITH OTHER RULES, REGULATIONS SEGMENTS OF SERVICES ARE AND SHALL REMAIN THE PROPERTY OF FCC DECOR, AND WALL FINISHES ARE TO BE PREPPED AND READY TO RECEIVE NEW SHEET D3.0 - DECOR ELEVATIONS / DETAILS AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. AND ORDINANCES GOVERNING THE LOCATION OF CONSTRUCTION. COMMERCIAL FURNITURE WHETHER OR NOT THE PROJECT THESE DOCUMENTS FINISHES BY THE OWNER AND/OR GENERAL CONTRACTOR, UNLESS OTHERWISE FCC DECOR ITEMS FCC COMMERCIAL FURNITURE HAS PREPARED THESE WERE PREPARED FOR IS COMPLETED OR EXECUTED. IF THE OWNER/CLIENT HAS NOTED. DOCUMENTS AS ACCURATELY AS POSSIBLE WITH TF-IE SHEET D4.0 - REFLECTED CEILING PLAN ARCHITECTURAL INFORMATION PROVIDED,DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED FCC COMMERCIAL FURNITURE CONTRACT DOCUMENTS STRIVE TO CONFORM TO COMPENSATED FCC COMMERCIAL FURNITURE UNDER SIGNED CONTRACT, - FLOOR AND BASE TILE MUST BE IN GOOD REPAIR BEFORE ANY CORE DRILLING IS FOR REFERENCE ONLY, DECOR LIGHTING ARCHITECTURAL PLANS.OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT THE INTERNATIONAL BUILDING CODE. FCC COMMERCIAL FURNITURE 1S NOT THE OWNER IS PERMITTED TO RETAIN COPIES OF THE DRAWINGS, SCHEDULES AND ALLOWED. AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT SHEET D5.0 - FLOOR TILE PLAN THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED LICENSED TO PROVIDE SIGNED/SEALED DRAWINGS. FCC COMMERCIAL FURNITURE SPECIFICATIONS. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR ANY - ALL DIMENSIONS ARE FROM EXISTING FINISHES, UNLESS OTHERWISE NOTED. MAKE oNACTUAL JOB SITE DIMENSIONS AND CONDITIONS. MAIN & ACCENT FLOOR TILE LOCATION REFER TO ARCHITECTURAL OR ENGINEER DRAWiNGS COOPERATES WITH OWNER/CLIENT'S LICENSED PROFESSIONALS TO PROVIDE LOSS, COSTS OR DAMAGES RELATING TO USE OR APPLICATION. THE APPROPRIATE ALLOWANCES FOR NEW FINISH WORK. SHEET D6.0 - BUILDING FINISH LAYOUT FOR RCOMPLETEA DACCURATEDIMENSIONS OF DRAWINGS AND SPECIFICATIONS THAT MEET LOCAL BUILDING CODES. OWNER/CLIENT MAY NOT USE THE DRAWINGS, SCHEDULES, SPECIFICATIONS CONTACT FCC'S CUSTOMER SERVICE MANAGERS FOR ANY CONFLICTS BETWEEN BUILDING FINISH LOCATIONS THESE CONTRACT DOCUMENTS AND THE INFORMATION PROVIDED HEREIN FOR ANY PROJECT OTHER THAN THE ORIGINAL FCC'S DECOR AND ELECTRICAL OR HVAC EQUIPMENT. THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL SHEET D7.0 - G.C. PLAN FURNITURE INC..ROSEBURG.OREGON.97470 FCC COMMERCIAL FURNITURE CONTRACT DOCUMENTS STRIVE TO CONFORM TO PROJECT. FCC COMMERCIAL FURNITURE IS THE OWNER OF THE INTELLECTUAL GC BUILT ITEMS AND ELECTRICAL ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY THE TITLE III OF THE AMERICANS WITH DISABILITY ACT (ADA). FCC COMMERCIAL PROPERTY PROVIDED AND RETAINS ALL STATUTORY AND COMMON LAW GENERAL FLOORING NOTES: SHEET D7.1 - G.C. DETAILS WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESSWRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC FURNITURE IS NOT LICENSED TO PROVIDE SIGNED/SEALED DRAWINGS. FCC COPYRIGHTS. IF OWNER/CLIENT AND FCC COMMERCIAL FURNITURE SHEET D7.2 - WAYFINDING SIGNAGE ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT COMMERCIAL FURNITURE COOPERATES WITH OWNER/CLIENT'S LICENSED TERMINATE THIS CONTRACT FOR DESIGN SERVICES, THE OWNER/CLIENT SHALL NO - ALL FLOOR, SCHLUTER STRIP, AND COVE BASE TILE TO BE PROVIDED BY AND IN PAYMENT DUE FORSERVICESRENDEREDBYFCC SHEET D8.0 THRU D8.5 - DECOR & FINISH SPECIFICATIONS COMMERCIAL FURNITURE INC INSTALLED BY GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. PROFESSIONALS TO PROVIDE DRAWINGS AND SPECIFICATIONS THAT ARE IN LONGER HAVE THE RIGHTS TO THE DRAWINGS, SCHEDULES, AND SPECIFICATIONS. FCC FURNITURE ITEMS, INTERIOR BUILDING FINISHES ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY COMPLIANCE WITH ADA. FCC CANNOT BE RESPONSIBLE FOR CONSTRUCTION THE OWNER/CLIENT MAY NOT PERMIT ANY THIRD PARTY TO USE SUCH DRAWINGS, FCC IS NOT LIABLE FOR CORED STEEL THAT MAY BECOME UNSTABLE AS A RESULTCOMIMERCI LLFURNTUREINC,INAo ANCE,INEWRoNGcc OF DRILLING THROUGH A CONCRETE SLAB. NOTIFY FCC, ARCHITECT, AND GENERAL SHEET D9.0 - VERIFICATION PLAN FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS BY OTHERS FROM THE DESIGN THAT MAY BE OUT OF COMPLIANCE. SCHEDULES, AND SPECIFICATIONS FOR DESIGN SERVICES FOR FUTURE ADDITIONSDEVIATIONS.CHANGES.ADDITIONS,OR DELETIONS NOT CONTRACTOR OF ANY SLAB LESS THAN FIVE (5") INCHES THICK. NOTE: FILL OUT AND RETURN TO FCC REVIEWED AND APPROVED IN ADVANCE BY FCC OR ALTERATIONS TO THE PROJECT. THE DESIGN DEPICTED WITHIN THE CONTENTS COMMERCIAL FURNITURE INC. • IT IS THE RESPONSIBILITY OF ALL PARTIES SUPPLYING LABOR, MATERIAL, OR OF THESE DRAWINGS MAY NOT BE USED BY THE OWNER TO SHOP FOR OTHER - FCC IS NOT RESPONSIBLE FOR DAMAGE OF ANY MECHANICAL ELEMENTS LOCATED THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. IN THE FINISHED FLOOR. BOTH TO BRING TO THE ATTENTION OF FCC'S CUSTOMER SERVICE MANAGER, SEATING AND DECOR MANUFACTURES TO FULFILL THE INTENDED DESIGN. THE PROJECT ARCHITECT, AND THE OWNER ANY DISCREPANCIES OR CONFLICT UNAUTHORIZED USE WILL RESULT IN PAYMENT FOR DESIGN SERVICES AT FCC - COVE BASE AND/OR BULLNOSE TILE ON FCC DIVIDER WALLS TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. CLIENT: BETWEEN THE CODE REQUIREMENT AND THESE DESIGN INTENT DRAWINGS. COMMERCIAL FURNITURE'S STANDARD DESIGN RATE. ALL COMPUTER GENERATED IMAGERY, GRAPHICS, DRAWINGS AND ILLUSTRATIONS WITHIN THESE DOCUMENTS • THE APPLICABLE CODES SHOULD INCLUDE, BUT SHALL NOT BE LIMITED TO THE REMAIN THE PROPERTY OF FCC COMMERCIAL FURNITURE. ALL RIGHTS RESERVED. �R GENERAL ELECTRICAL/HVAC/CEILING NOTES: gU INTERNATIONAL BUILDING CODE, BOCA NATIONAL BUILDING CODE, UNIFORM PROJECT LEGEND: N0TM PLUMBING CODE, UNIFORM ELECTRICAL CODE, UNIFORM MECHANICAL CODE AND • THE OWNER/CLIENT AND GENERAL CONTRACTOR AGREE THAT FCC COMMERCIAL FCC LIGHTING PLANS ARE GUIDELINES ONLY. FCC WILL NOT BE HELD LIABLE FOR CONTACTS: ADDITIONAL COSTS DUE TO ADJUSTING LIGHTING QUANTITIES OR LOCATIONS, PLEASE CONTACT ONE OF THE REFER TO EACH SHEET FOR ALL THE UNIFORM FIRE CODE. FURNITURE REPRESENTATIVES MAY VISIT THE SITE AT ANY POINT DURING CONSTRUCTION IN THE INTEREST OF COMPLETING FCC'S WORK. VARIATIONS WITH ARCHITECTURAL PLANS OR LOCAL CODES. FOLLOWING FCC COMMERCIAL NOTES OR CONTRACTOR GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK IN GENERAL CONTRACTOR TO SUPPLY AND CONNECT ELECTRICAL PIGTAILS AT ALL FURNITURE TEAM MEMBERS TO INFORMATION AND / OR SCHEDULES. • Burger King #5282 ACCORDANCE WITH ALL LOCAL AND CITY BUILDING CODES/ ORDINANCES. • THE OWNER/CLIENT'S GENERAL CONTRACTOR AGREES TO PROVIDE CONDITIONS CODED LOCATIONS FOR FCC DECOR PRODUCTS. ADDRESS CONCERNS YOU MAY HAVE: # FCC SEATING / DECOR ELEMENT 10105 SW Nimbus Ave ALL ELECTRICAL FIXTURES, WIRING AND INSTALLATION TO BE "U.L. APPROVED." CONDUCIVE TO COMPLETE INSTALLATION OF FCC'S WORK UPON DELIVERY OFTigard, OR 97223 • GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL SEATING AND DECOR ELEMENTS. THE GENERAL CONTRACTOR AGREES TO LIGHTING FIXTURES AND/OR HVAC MAY NEED TO BE RELOCATED BY GENERAL FCC COMMERCIAL FURNITURE, INC. ! # ITEMS NOT BY FCC Decor: Garden Grill AMERICANS WITH DISABILITIES ACT GUIDELINES, INCLUDING BUT NOT LIMITED TO COOPERATE WITH FCC'S INSTALLATION CREWS IN THE INTEREST OF COMPLETION CONTRACTOR TO ACCOMMODATE DECOR. REFER TO CEILING PLANS. T. 800.322.7328 Building Type: Custom GENERAL CONTRACTOR TO CONTACT CONSTRUCTION ENGINEER TO VERIFY ALL TABLE TOP/BASE INSTALLATIONS, AISLE WAY CLEARANCES, AND QUEUE LINE AREA OF WORK. THE GENERAL CONTRACTOR WILL NOTIFY FCC IN A TIMELY MANNER, DESIGN MANAGER: </\„! BK CODES CUSTOMER CLEARANCES. ANY PHYSICAL RESTRICTIONS THAT MAY IMPEDE THE COMPLETION OF THE LIGHTING PLACEMENTS AND FINAL HVAC LOCATIONS. MICKEY HINES GBMO, LLC SEATING AND DECOR PACKAGE. T. 800.322.7328 EXT. 210 SHEET TITLE: • GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED DRAFTING MANAGER: PROJECT BUILDING CONSTRUCTION AND INSTALLATION PERMITS. ' WRITTEN DIMENSIONS SUPERSEDE SCALED MEASUREMENTS IN ALL CASES. DAVID GALSTER COVER PAGE DO NOT SCALE OFF OF PLANS. FOR ADDITIONAL DIMENSIONS CALL FCC'S GENERAL WARRANTIES: T. 800.322.7328 EXT. 226 WORK ORDER NUMBER: • GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COPYING AND DISTRIBUTING CUSTOMER SERVICE MANAGER AT 800.322.7328. LIMITED WARRANTY: FCC COMMERCIAL FURNITURE WARRANTS TO THE PROJECT COORDINATOR ALL FCC COMMERCIAL FURNITURE INC'S PLANS AND DOCUMENTS TO ALL OWNER/CLIENT THAT THE PRODUCTS SOLD WILL BE FREE FROM MATERIAL DEFECTS SARAH STEVENS SUBCONTRACTORS INVOLVED. • FCC REQUIRES VERIFICATION OF FIELD DIMENSIONS FROM THE ARCHITECT / IN WORKMANSHIP UNDER NORMAL USE AND SERVICE FOR A PERIOD OF ONE YEAR T. 800.322.7328 EXT. 270 FINALS BY: GENERAL CONTRACTOR FOR THE FABRICATION OF COMMERCIAL FURNITURE, FROM THE DATE OF FCC COMMERCIAL FURNITURE'S DELIVERY OF PRODUCTS TO THE SALESPERSON • FCC PROVIDED DIMENSIONS ARE INDICATED FROM INSIDE WALL FACES. DECOR, CORE DRILL AND SEATING SPACE PLANS. WHEN FIELD DIMENSIONS DELIVERED LOCATION. THERE IS NO WARRANTY IN CASES OF DAMAGES IN TRANSIT, RANDY MOE DRAWN BY: CANNOT BE ATTAINED, SHIPMENTS MAY BE SUBJECT TO TIME DELAYS. THE ADAM ALEXANDER NEGLIGENCE, ABUSE, ABNORMAL USAGE, MISUSE, ACCIDENTS, NORMAL WEAR AND T. 541 .580.2614 • ALL SEATING, FINISH, AND DECOR ITEMS INDICATED AS BEING SUPPLIED AND OR GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON TEAR, DAMAGE DUE TO ENVIRONMENTAL OR NATURAL ELEMENTS, FAILURE TO SCALE: INSTALLED BY GENERAL CONTRACTOR ARE THE RESPONSIBILITY OF THE OWNER. SITE AND NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES PRIOR TO FOLLOW FCC'S INSTRUCTIONS, OR IMPROPER INSTALLATION, STORAGE AND/OR NTS THE OWNER'S RESPONSIBILITIES INCLUDE ALL CONTRACTS WITH THE GENERAL COMMENCING DECOR DESIGN. MAINTENANCE. ORIGINAL DATE: AND THE OWNER/CLIENT SHALL VERIFY THE CONDITIONS OF THE SHIPMENT AND NOTIFY SUB-CONTRACTORS AND THEIR COMPLIANCE WITH THESE DOCUMENTS AND • THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR DISPOSAL OF ALL August 16, 2019 FCC COMMERCIAL FURNITURE OF ANY DAMAGES WITHIN 24 HOURS. TRANSFER OF SPECIFICATIONS. PACKAGING MATERIAL FROM SEATING AND DECOR PRODUCTS. PLOT DATE: TITLE OCCURS UPON SHIPMENT F.O.B. FROM FCC'S FACILITY. THE OWNER/CLIENT SHALL ACCOMPANY A FCC COMMERCIAL FURNITURE September 4, 2019 • THESE DRAWINGS AND DOCUMENTS REPRESENT THE DESIGN INTENT AND • THE CREW ROOM AND VESTIBULE FINISHES TO BE THE SAME AS THE MAIN DINING REPRESENTATIVE ON A PROJECT COMPLETION WALK THROUGH TO IDENTIFY PROJECT #: CONCEPTS FOR THIS PROJECT. THE DRAWINGS AND DOCUMENTS MUST BE ROOM, UNLESS OTHERWISE STATED BY THE OWNER OR NOTED ON PLANS AND IN INCOMPLETE WORK. SIGNED AND APPROVED BY OWNER. THE SPECIFICATION BY FCC. 12959-002 SHEET #: DO . 0 DOOR HANDLES (D6A) 11111111111 20'-2" 6'-O" 1'-6" 34'-0 1/4" FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I WWW.FCCFURN.COM r I i _ DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE U THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN HERITAGE CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL WALL (D2A) NOT BE ALTERED OR USED AS CONSTRUCTION —1 ^ DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT R R SIGNS • <2D.0 ` t , F RI NT IT RE INCN ISSIONON FROM FCC COMMERCIAL (D1B) C D2.1 GRAPHIC #1 2 ° _ IMPORTANT (D5 B) I WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. I WAYF I N D I N G DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL I SIGN (Dl B) FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 F11A t THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. THE GENERAL CONTRACTOR MUST NOTIFY FCC R R SIGNSi --..-IP .p ppi "'-�,,.,-w'_• u , i` Tom" r COMMERCIAL FURNITURE OF ALL DISCREPANCIES I I I • I p 0 a a p A - G 0 N p AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING {D1 B} y WORK. 11.1 N LLJ N w N w N N r w I� FCC COMMERCIAL FURNITURE HAS PREPARED THESE 41."- Q '1<-,I. r ',T<_ z Q Q z I�¢ Q z LU Q z LLI �¢ Q z m „:,_:c DOCUMENTS AS ACCURATELY AS POSSIBLE NTH THE 'FLAME FCT050&BK �r X N ' r X N r X N Qr X N ¢ r X N r ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK LLw JLL Cr J�LU JLL a V- u OF ACCURATE AND AND COMPLETE DIMENSIONED GRILLING m z N m j N m N m co N m j N m ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT �n o O 0 o ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT NOW' SIGN - - - - AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT a v O a d a p v a a v a a v a a o_ THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED (D 1 B) _._ - *mow- 1-*7 1-1 _ ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. L] REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF D2.0 BUILDING STRUCTURE. 'FLAME GRILLING F THESE CONTRACT DOCUMENTS AND THE INFORMATION SINCE 1954' SIGN (D8A) p2.1 I THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. H H H ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE F4A COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS la p \ , \ , �- WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. C.) BLAZE F6p` L 30x781".> ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT F1 A IC"F \ A \F . = \. A, F3A IN PAYMENT DUE FOR SERVICES RENDERED BY FCC O n 42"SINGLE \ , , co \ L__4 �y \ 1 1 p a C(�-+� 24x24 fy� Jay, 42H COMMERCIAL FURNITURE INC. 87 1 I2 24x42 �(� FZB -+ w GRAIN ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY CO `C REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC U F2A "',,,-', ._ GRAIN . Pr H H H COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. w 120 36 \ \ \ ' 44 F4A F4A F4A FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR GRAIN I DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT co a p FSA FSA 1 F5A I FSA FSA �� • �� N z r REVIEWED AND APPROVED IN ADVANCE BY FCC N D �, 1.. D4A N COMMERCIAL FURNITURE INC 0 /f t7� THESE DOCUMENTS REFLECT SPECIFIC SEATING AND o DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. w 4.0 .�U BLAZE (D3.0 - CLEARD �'� SEATING CAPACITY 42"DOUBLEH H H I CLIENT: CC F9A p p \ I FSA I \ F4A UNIT CAP. UNIT QTY. TOT. CAP. % OF TOT. co 24x42 \F \\ A, L__J ‹):\'. ' \; A, Q (� F2A 4+9? 24x24 v. `5 30x78 �R 1 PLACE 12 12 16% DTA ,' GRAIN J <Cr}v F2B `L� 42H o Q ,� rN +/ PP -_ GRAIN r GRAIN TK. 2 PLACE 5 10 14% F12A • U J1DNl5„Zb , \ , \ \ BLAZE \ , , r—�7 \ / G - H H H F1A FSA FFSA SA I I FSA FSA ,4.> 3 PLACE 0 0 0% rp i i \ D2. F4A F4A 1.......iF4A 4 PLACE 13 52 70% b A.D.A. Burger King #5282 5 PLACE 0 0 0% CLEAR 10105 SW Nimbus Ave A.D.A. A.D.A. 6 PLACE 0 0 0% CLEAR H CLEAR 71\ Tigard, OR 97223 MANIFESTO D3.0 Decor: Garden Grill TOTAL 30 74 100% (D2C) ADA 48 X 48 Building Type: Custom (1.6%. & 616 . CUSTOMER 1 --0 cyiZ cyyZ cy- Z cyyZ lcy- 7i cyy7 cr4.Z MANEUVERING GBMO, LLC H - 30” HIGH BAR STOOLS f 1 LF±5J f } L !J ff1ZONE _ LFSBJ L�SBJ SHEET TITLE: HERITAGE 24x24 24x42 24x24 24x42 24x24 DOOR DINING ROOM - KING (D8A) WALL TO BE FURRED F2A F2A F2A F2A F2A _ AMW HANDLES SEATING LAYOUT FREESTANDING CHAIRS OUT BY G.C. TO GRAIN GRAIN GRAIN • GRAIN GRAIN N9"B0501C� (D6A) �' I 1 ACCOMODATE 19'-0" U n WORK ORDER NUMBER: L__J - 33113S„Z4 33i13S„bS 331135„Zd 331135„49 33113S„Z4 C7 BLAZE BLAZE BLAZE BLAZE BLAZE I • I I I r� b COLLAGE WALL F1B F1B F 1 B F1B F1B ' - _ 1 f -I-4. - FREESTANDING BANQUETTE CHAIRS \� F////LZ LL , "'. ////LGL%//L//i/// �- FINALS BY: LLLLLtLLLLLtLLLL. .;/ i. 1:1 L J / \ ' _ WINDOW TO BE 19'-0"W x 5'-1"H co INFILLED BY G.C. COLLAGE WALL (D2B) F11A DRAWN BY: (1.611. - A.D.A. COMPLIANT SEATING (1 I) 44" FREE. 26" ADAM ALEXANDER A CABINET COKE CABINET SCALE: NOTE: ALL ELECTRICAL OUTLETS ARE SHOWN J,� 3/16" = 1'-0" AS SUGGESTED LOCATIONS ONLY. VERIFY W/ ARCHITECT PRIOR TO INSTALLATION, ORIGINAL DATE: August 16 2019 F6A F11 B F11 C PLOT DATE: 4'-2 314" 13'-6" 27'-10 1/4" - September 4, 2019 PROJECT #: 12959-002 SHEET #: D1 • 0 1111111 FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.73281 F.541.673.7441 1 WWW.FCCFURN.COM II 11. r _IDESIGNED AND BUILT IN U.S.A. U PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT.CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION �..- DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. IMPORTANT WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. I DO NOT SCALE OFF PLANS, CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY - QUESTIONABLE DIMENSIONS AT TELEPHONE# 800,322.7328 F7A THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, rm 1 —I UTILITY LOCATIONS.AND CONDITIONS AT THE JOB SITE. • • .,�.�.� I l ' •'- 1.1 l'_ ."' /' 1 THE GENERAL CONTRACTOR MUST NOTIFY FCC .- � ` li ` ^• 4 �'- COMMERCIAL FURNITURE OF ALL DISCREPANCIES 1 1 1 I 0 G Q a a O O D O O O 'b AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. O FCC COMMERCIAL FURNITURE HAS PREPARED THESE 0 y, O O O DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE V ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK / - OF ACCURATE AND AND COMPLETE DIMENSIONED FMCTO38A FMCTO3SA FMCTO38A FMC703BA FMCTO38A ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT 0 o O G Q O O a 43 a a a THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED __4 9_0- * *` R- Al-0- L ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS, REFER TO ARCHITECTURAL OR ENGINEER DRAW}NGS FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. THESE CONTRACT DOCUMENTS AND THE INFORMATION _ THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE a7° COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS , \ /a ), <#.14\\ / �� WRITTEN CONSENT OF FCC COMMERCIAL FURN#TURE INC. <144\ /4), FMCPO b ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT // \ L__J \ // \\ / O O IN PAYMENT DUE FOR SERVICES RENDERED BY FCC n p p COMMERCIAL FURNITURE INC. f i 0 FMCT038C FMCT038C `r P ANY DEVIATONS FROM THESE DRAWINGS FOR ANY �0�� O REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC U k�G FMCTp38A \ �icT3 / COMMERCIAL FURNITURE INC.IN ADVANCE,IN WRITING. �.J / \ / \ r , / \ 329 / \ FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR F MCT038A I ` DEVIATIONS,CHANGES.ADDITIONS,OR DELETIONS NOT O Er c / \ / \ pm-mit P---i'll`� REVIEWED AND APPROVED IN ADVANCE BY FCC \*.(> 1 COMMERCIAL FURNITURE INC. LO THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. FMCPt O •1 17 A.D.A. 6 -�I �� 6 --4 O CLEAR FMCPO.6 CLIENT: O a \ / <A\\ / >, n 0 / „ --.... . L__J \ // \\ �R P FMCTO38A ��0 O 0 0 �� s�� FMCT038C FMCT038C — NG UO O / \ / \ FMCT038A / \ <4 / \ Tr I I opo a1,, .,i \ \,> FMCP086 l`.01[ lir...mit 1.."-""41 A.D.A. Burger King #5282 CLEAR A.D.A. A.D.A. 10105 SW Nimbus Ave CLEAR CLEAR Tigard, OR 97223 Decor: Garden Grill ADA 48 X 48 Building Type: Custom I & & CUSTOMER �� e-1 �e-, t� �� MANEUVERING c...”--L. c'"yZ c1-yZ cy-LZ 1cyy� cy�Z �yyZ GBMO, LLC ZONE I 1 1 11 1 1 1 1 11 1 1 1 - L___J L__J L__J L__J L__J L__J L__J SHEET TITLE: DINING ROOM PRELIM. FMFT261-A FM=T262-A FMFT2r2-A 'T FMFT261-A FM262-A FMFT21:2-A FMFT261-A — — METALWORK LAYOUT - - O U WORK ORDER NUMBER: I II I tfr ,,..,„„/„...„„/„.........„.��)iiii/„„,,„ „,,.7„/„...„„ , • S ,., ,. ., , ,, �� ,, <,z„„, z ,, , ,,,, ,, i 1 FINALS BY: / \ .--- ..... \ DRAWN BY: C ) ADAM ALEXANDER ,..1, SCALE: C 3/16” = 1 '-0" ORIGINAL DATE: August 16, 2019 PLOT DATE: September 4, 2019 PROJECT #: ■NotePreliminary Metalwork . 1 2959-002 ( DO NOT CORE FROM THIS PLAN ) SHEET #: D1 . 1 ail FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322 7328 I F.541.673.7441 I WWW.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION D8A B3A CT-28G B9A .CT-31G B13A P-5G F 12A SS-9G D8A CT-27G B3BB D1B WRITTEN PERMSDOCuMENTS.DO ON FROM FCC COMMERCIAL THOUT FURNITURE INC. r ,,,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,, - IMPORTANT —'– WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. • • DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL i – • FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 \-- THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING iii DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, - – UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. EU – EQ EQ u_ THE GENERAL CONTRACTOR MUST NOTIFY FCC L1. - _ COMMERCIAL FURNITURE OF ALL DISCREPANCIES IX AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING 0 moi 12” OPEN TO w WORK. FCC COMMERCIAL FURNITURE HAS PREPARED THESE �._ _ BEYOND pp DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE CO I 0 O ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK D _ I OF ACCURATE AND AND COMPLETE DIMENSIONED 36n • N-- ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT I - AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT (D THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED A-0,--,` CO ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. + Eo- REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FORPLETE D ACCURATE DIMENSIONS OF BUILDING ./9 I • . _ ... THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL • FURNITURE INC.,ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY 20" OPT. LOGO WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS F6A B3A T-28 t WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. BY NAUTICAL ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC ELEVATION COMMERCIAL FURNITURE INC. A ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY 1 I4" = 1,-Oil REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC- THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. CLIENT: P-16G L-18 1311B B3C PL-18G B13A P-5G B11APL-9G P-4G D5B B7A P-15G D1B P-4G PL-9G B11A D1B �'\z/ ! I (4!!!!!!!; • Burger King #5282 1 '4. 1 10105 SW Nimbus Ave 4_ : Tigard, OR 97223 or '. - �_ Decor: Garden Grill • : •••:'•:• :'••:'••. .'••:'••:' • J • • Building Type. Custom • >_ } '�;' `-T '� • CUSTOMER r '• w GBMO, LLC <-> ,.............-........... • •. .. . a. w w EQ • EQ , w w ` ,. 36x48 . l cv - c� - SHEET TITLE: o o mit �`` `,_ — o - o INTERIOR BUILDING — r ELEVATIONS { O / ORDER NUMBER: , WORK O DE ..._ _ , - _ / co • FINALS BY: I ITI . • I I I I I • . • I „ I DRAWN BY: B2B .CT-11G ' B3B T-27 B2A CT-26G D1B B5A WP-2G B6A SS-8G B2A CT-26G ADAM ALEXANDER SCALE: ELEVATIONELEVATIONELEVATION ORIGINAL DATE: B 1/4" = 1'-0" 1/4" = 1'-0" D 114" = 1'-0" August 16, 2019 PLOT DATE: September 4, 2019 PROJECT #: 12959-002 SHEET #: D 2 . 0 11111 FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 1 WNNV-FCCFURN.COM DESIGNED AND BUILT IN U.S-A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION D6A 1313A' P-5G B7A • P-1 5G DOWRITTEN ERM SS ON FROM FDO NOT FCC COMMERUCE OR CCIALTHQUT D2A B8A BR-2G FURNITURE INC. • • IMPORTANT • • WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. Cl C2 C3 z. Co DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL • FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE 4 800.322.7328 Q Q THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING EQ / Al / 1 8" A3 / 1 8" A4 1 8" A6 EQ DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, C\a( U C`a( UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. 1-1— THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES LY AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING — LL! WORK. IDi1�" D2 1�11 D4 NI FCC COMMERCIAL FURNITURE HAS PREPARED THESE ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK I i� UU DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE II O OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT • ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. N 7.. REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS Q FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. • THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL I I I I • I I FURNITURE INC.,ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS B2A CT-26G B5A •WP-2G WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC GE I....E VAT I O NJCOMMERCIAL FURNITURE INC. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC 114" — 1'-O" COMMERCIAL FURNITURE INC.IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES.ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. CLIENT: �R RGE it v �7 B7A P-15G B6A SS-8G B10A SS-8G B13A P-5G 'N ,w K Burger King #5282 • 10105 SW Nimbus Ave Tigard, OR 97223 Decor: Garden Grill Building Type: Custom >- >- CUSTOMER I-1- CC w GBMO, LLC N - .,...1-1-1 SHEET TITLE: _� o INTERIOR BUILDING i l' I' • ELEVATIONS • WORK ORDER NUMBER: 0 1 II FINALS BY: ft , E Fr ill 1I U If U III I IIl • U 1 Iii SII . DRAWN BY: F 11 B5A WP-2G B2A CT-26G ADAM ALEXANDER SCALE: ELEVATION 114" = 1 '-0" 0ORIGINAL DATE: 114" = 1'-0" August 16, 2019 PLOT DATE: September 4, 2019 PROJECT #: 12959-002 SHEET #: D2 . 1 111111111 FCC COMMERCIAL FURNITURE INC. 6452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I WWW.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE 60" TYP. THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION B 13A P-5G D4A L1 B B 14 B B6A • SS-8G D6A B14A B7A • P-1 5G DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. I / .. .• - I • _ _ IMPORTANT - , WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. • 1 i DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL • 1 g FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# 600.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE, >.., THE GENERAL CONTRACTOR MUST NOTIFY FCC IZ LL COMMERCIAL FURNITURE OF ALL DISCREPANCIES AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING C co WORK. 0 _ Ill 0 (XD N > FCC COMMERCIAL FURNITURE HAS PREPARED THESE 0 DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE QI N ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK • Q OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT . r ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT • 4 ANDIOR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED r 1,11 k FlooTT "-' t ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. REFER TO ARCHITECTURAL QR ENGINEER DRAWINGS Q FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL - il- i I I I I I III I I • ] ii- II FURNITURE INC.,ROSEBURG,OREGON,97470. I / I L 1 \1 • it \ \ ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE I COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY r1 \ 77-___I---- \\ \ \ WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS 10 SS-8G B5A ; P-2 F' 3A f B2A CT-26G •F1 1 A' WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. \0 --- ----/ _� �� IN PAYMENT HDUE FOR SERVICES ORIZED USE OF ERENDERED Y FCC RESULTSE PLANS WILL FLEVATION COMMERCIAL FURNITURE INC. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC 114" = 1 -O'� COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. CLIENT: - EQ1 EQ1 19,-0" EQ2 100" EQ2 7..,. • �R r \ _ \\ 1'111 SS-8 B6A B7A ; P-15G 1310A; SS-8G D2B D3B D3A B13A P-5G D2C B9A 'CT-31G 1114 �^ • .• . rel,,,, ,„7„,„,„„,„„,„,„J„„,,„,„„„.„„/„/, . I I • --- RC-2 RC-1FRESHLY FLAME-GRILLED SINCE 1954, - - Burger King #5282 • ORANGE GREEN WOOD BRICK WOOD WITH OF WIIQUE N (V • LAMINATE BAMBOO BROWN �� CONCRETE GREY FLAVOR SEARED ONTO EVERY BURGER 10105 SW Nimbus Ave TONE �� TONE Tigard, OR 97223 �+— G ,�,.- Decor: Garden Grill GRILLING r "' R�E�FR+E�SH , KING ORANGE G4IR WAY 2!'",1=1 Building Type: Custom I-4, HERITAGE RC-1 COPPER LAMINATE STENCIL WOOD � FOR GREY • IIMM.H,MPIISMMl ....cn, CUSTOMER BRICK 00000 0 01 APPLICATION TONE RC-2 o0 0 0 0 " •ma G B M O, LLC 0 0 0 0 nummantsrlDOPPElhorno ON THIN WOOD <.oma..,.ur,AaMM 0 BRICK ORANGE GREEN 0CONCRETE COPPER BROWN BAMBOO SAUCE ° 30x42 SHEET TITLE: LAMINATE TONE YOUR WAY INTERIOR BUILDING s EQ EQ • - ELEVATIONS ir — � i II — ' r -- \\\::\\.\\\)\\ .,......,,,,,,,,,(1 „ Y �° 1‘1111 _ _, _ _s i_ _� c� WORK ORDER NUMBER: \I!ViI\!LIt .. � I I \:::7; )4111 ) cF.) 1 n? i • FINALS BY: . �I aryl I I :11Y1 • _ _./ =711U >,J •LJ U �..I... Li _ .., DRAWN BY: F11A B5A WP-2G B2A CT-26G CT-25G B3D F11 C F11 B•PL-18G SS-9G F6A B3A • T-28t 1F12A, SS-9G" ADAM ALEXANDER __.. 1 \ / SCALE: 0 ELEVATION 1141, = 1'-0" ORIGINAL DATE: 1/4" = 1'-0" August 16, 2019 PLOT DATE: September 5, 2019 PROJECT #: 12959-002 SHEET #: D2 . 2 111111 FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I WAW FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN PL -9G R2A CT-28 R7C R7B cT-30C R3A R7C CT-28G R4D R7A CT-27G R7C 'CT-28G AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION \ DOCUMENTS. WITHOUT \ �. \j WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. i ♦ .v IMPORTANT _ - -- _ 1! a . '4 'J'«. • • • ___ WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE • ALLCASES. IN ''; 1•••••••J / I. ,. '.'. DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL • `;.r. _ • __. FURNITURE'S REPRESENTATIVE TO VERIFY ANY • •` • ,: QUESTIONABLE DIMENSIONS AT TELEPHONE# .: 800.322.7328 1 .• THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING ir r,;♦7•., LL LL LL LI- DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, %. ,,;: ..'• CtI .- Ct Ce UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. ii , . I . • • LU LLJ —.■ LLl LLI THE GENERAL CONTRACTOR MUST NOTIFY FCC _ _-- :•. ;:•••Y•. > COMMERCIAL FURNITURE OF ALL DISCREPANCIES AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. '' ! `t` �� FCC COMMERCIAL FURNITURE HAS PREPARED THESE r' - N....---0 r G "l c a �' DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE M Y 5'• :, ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK r OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT ?.��: ,•x+- ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT r THE OWNER'S BE DUE TO DISCREPANCIES BA ED • •:" • `• ONACTUAL JOBSITEDIMENSIONSANDCONDITIONS.. , .-•-j •-•••,1"•4'...1 •i''•••A•`•. REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS \ 'C:illie • FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. FRONT LEFT BACK RIGHT THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL R6A FURNITURE INC.,ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY TYPICAL RESTROOM FINISH ELEVATIONS NOTE: TYPICAL TILE LOCATIONS WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT RE : WALL FINISH PLAN 12" X 24" GREY WALL TILE INSTALLED ON WALL OPPOSITE RED TILE. IN PAYMENT DUE FOR SERVICES RENDERED BY FCC COMMERCIAL FURNITURE INC. USE FCC FINISH PLAN (D6.0) AS GUIDE REFERENCE SHEET. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC- THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. CLIENT: 0irRU1GE Burger King #5282 10105 SW Nimbus Ave Tigard, OR 97223 Decor: Garden Grill Building Type: Custom CUSTOMER GBMO, LLC SHEET TITLE: INTERIOR BUILDING ELEVATIONS WORK ORDER NUMBER: FINALS BY: DRAWN BY: ADAM ALEXANDER SCALE: 11411 = 11-01' ORIGINAL DATE: August 16, 2019 PLOT DATE: September 5, 2019 PROJECT #: 12959-002 SHEET #: D2 . 3 / 68 114" / 312" / B14B 11111111 ',-,.___.- ////77 --_.- FC:Ca:MI MERCIAL FURNITURE INC. 'C uuu T uumu 'I Tlif 414 / +:, \ 8452 7-890 342 HVVY 9 N, O EBURG,OR• 97470If. fil USA URN.COM U IuI lulEn /%%//`/ / DESIGNED AND BUILT IN U.S.A. _ / / 1 1/8" TYP. 1, t 4 / ) , FURNITURE PROPERTY A FOR FDESIGN PURPOSE FCC L TO EXPRESS DESIGN 5 11211 G G G G G G CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR 6!1 0.C. ^ � / AND THEAND TALLER CONC POR THE TS HEREINOJECT S ALLSHpWN. THIS DESIGN (TY P.) / NOT BE ALTERED USED CONSTRUCTION i!' 4 4 NO 8 , DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL GE G FURNITURE INC. 9611 - 1so11 — IMPORTANT Cr) ACV (Y} WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE {v w IN ALL CASES. / B 14A, DO NOT SCALE OFF PLANS- CONTACT FCC COMMERCIAL N O FURNITURE'S REPRESENTATIVE TO VERIFY ANY /l1 / `, if / / �� - QUESTIONABLE DIMENSIONS AT TELEPHONE# 4d, pio\ v t 800.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING ' � PURSE G G G G DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS.AND CONDITIONS AT THE JOB SITE. HOOKS CN i THE GENERAL CONTRACTOR MUST NOTIFY FCC CO COMMERCIAL FURNITURE OF ALL DISCREPANCIES AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING G G G '=' 2"0 CAN LIGHTS r WORK. FCC COMMERCIAL FURNITURE HAS PREPARED THESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE 1 8011 ^`all ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK -",- _ 9V/ OF ACCURATE AND AD COMPLETE pIMEtVSIONED ARCHITECTURAL PLANS.OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS Of EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT F3ATHE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED,,,, i ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. , If /, , RER COMPLETE AD ACCURATE D MIENSION OVFlINGS ELEVATION0 I BUILDING STRUCTURE. 11411 = 1!_OI! G G G G THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL ELEVATION OCCURS (2) TIMES FURNITURE INC.,ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY G G / 04:4 WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS j WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. 5ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT • _ [�`'ll 1 SOII IN PAYMENT DUE FOR SERVICES RENDERED BY FCC • �7V / 84" COMMERCIAL FURNITURE INC. •4. 45 ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC 33 / / 'kio '/ \ COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. /// FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIA IONS,CHANGES,ADDITIONS,OR / . ,. . , . . . , / ////�" REVIETWED AND APPROVED IN ADVANCE BYLFCC ONS NOT �� 21 COMMERCIAL FURNITURE INC. GG G G G G THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. ` 73 G bo ,/, G G N CLIENT: 1' � 3 , . 11111 4 IP - 18011 - 1801 I f Clefi�- 1, G G G1 G1 G1 G1 G1 G1 G' KW dr If /.7...., +�. ` .9'1l f� -. +�'4a %•911 if //A\ / 396" Burger King #5282 - 6011 -, / 60" PLAN VIEW 10105 SW Nimbus Ave _ Tigard, OR 97223 �;F9A '� �B14 Decor: Garden Grill _.i, Building Type: Custom N I CUSTOMER ./I I I//////A ■//////A I//////l GBMOL LC �o oo ° o°{ ,.....0000, ° - -- SIDE VIEW , °°o°o°°°0°°°°°C ]000qq°g00000g0c 30000gP° 400000‘ — OPEN X00 ° ° ° ° °c OPEN 000oo°Poovpa°oo°o° °o°a° °c° ooaoooq ooo° r • SHEET TITLE: °°°° °°°° °°°C wOP ° O°O°c r . DECOR • °%. o� ° ° D 3D LAMINATE IRELLfS DETAIL` ELEVATIONS0000oo0oeoo oqobo°opo° Uo� ... .0. . ... .vv ° 00° ° ° ° ° ° ° ° a ° ° °° 40 °°°°°°°° °P°° 114" = 1 -0, WORK ORDER NUMBER: oPooDo°o°po. 0°0° °o° °b°qv ° °0° °0vo ° oDO000gvavogo0' ob0vogav OO ,, ,.P0ODa0P 0000000.000000. P°o°0°Poon P°o°o, a°o°P000O°o°°0° : vOg0oov0o-o0000' v00000ao°0000° — °00000°o0000 °00 v, 0000Ooa0o400 LL. OPEN oppoq°°°°°° OPEN o°0°0°0°00000 0 _ q°q°o°000°o°q°o; o°°v° °°vooevav _ °°°° ° ° – W FINALS BY: ~ 00°.0.000°°000° 0O00g0oOPvg0P0P _ <-> vov°q°v°v°v°v°v O °POO°°DP°°°°°°° P°°q°° °°°OPO °000vP°P°P°o0°O °°P°0000°00°°0° O 000Do0o�000°00 v .0000°0°0000 1 0000°0°0°0°0°0°. 006o00q°0°0000° `_ `+�/ °00000°0°0°000°: 00000oao000o000 N O F, °° °° a A— DRAWN BY: -'°O%%ggvo°O°OOP4ao°oPo°o°ool I ..: ° °ovo°°v°vgo°o°vov°ov°o°o°o°°oq r o°o o a o ° ° ° ° .y, iogoo°o °v°o°v°o°o°o° coq a°°00000000a0000000.Pao° t. w0°oga0000 .027:,oo°ove000 oo ooa 1r: °000°°°V°Oqv°°°0P°Q0°OPD°0 0 .Jia O O D O p°°°°°°v0°°000000 °0000 EXANDER 000 000 P P 00 0°0 .Y. '000000000,100%° ° q O 900°0°00x° ADAM AL°q O°q O°O°0°q - `O - 0 ° . U O °�0000° °000 O°r.o- t ' °q°OnO°QOG- s.Vim,.. - �...P.r..000°000°0000°000°ovo° 0 0 ° 00000 o ° 0 0 0 0 ° o o ° o ° o° a000aoOaQaoaoaoo °° °° °°°°°,%s Ooo°o°o°o°o°o°o°° $ o ° o ° q°q°o°P q° ° °OqO°O° OPENg0.440.0.0.000.00-000,,° q ° ov ° o° OPEN °q°°°°'v °o °°o°n°o° 1/4" = 11 011 ° o °°o ° 00.00°o°° — o x o o ° oqa a 0-00.00-00.00000.0.-0-00,..-0 ° O 0 °°0 ° 1 b g 0 q v2., ooaooI ° qov ° ¢ Y 00° 0°P° 0 °000°00 0009 000 ORIGINAL DATE: S Y' q q vov v P a ° O ‘:.SS* ovo ,- t 1 {' 000°00 0 0„400 P 000 0 '0 O o P °PP°oPOPC`A 0 P 000°0 000 0 O gPoo°pcvc ��° 9� v 1'�'''' li 1 1 1 1 1 1 li ,, 10°n q ° o - ... . ,,) , ., August 16, 2019 ii , PLOT DATE: September 5, 2019 PROJECT #: 0ELEVATION 12959-002 1/4" = 11-0" SHEET #: D 3 . 0 11111 L1 D L1 F FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I WWW,FCCFURN.COM u DESIGNED AND BUILT IN U.S.A, 1.•...° _ 1.1 PROPERTY OF FCC COMMERCIAL FURNITURE : ••a•►•s•••1•rr1►•e1lsr•+♦••••♦•rr• THSISAFORDESIGNPURPOSETOEXPRESSDESIGN r•►scar•r••a1►•!•Ir••r••r••r:aea:aa• •.♦a•ao+••••+s••r•t►•ratr•ar•♦rt:•aa N EPT T THE AR HITE T, LIENT, NTRA 11 `•`•`:```•♦a•a•``a..•••••`a•` a• ♦♦`•°`• AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN - ' 'EQ+•+ EQ'�W. 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P ""•::a�«- :�:»�..«.„.��I��»�•= "�'^.�.... �i3"' THESE CONTRACT DOCUMENTS AND THE INFORMATION ♦ '= ^.,.:Wi.s - i'' -- - - --- sic �rYr r rx, ' „W:: .« ••r• z•/••a a!t•• .x:a:s:w��.5,2"... ....... .. ."....„".............".. r:'7s.«... i s::±1:E::s-:�..W as i Wa"^�figiii aTr_..E:i:.:_.._.... ••• + ...«.«.„........ -- .« ...««««..«.^. • a.=- ;;»;.�=.,...^-,.^a•:,--» :: .:.a:.�.„•^^••• •^ •^•^•••:=a.„^ ".„ :.W = I IYIIC="^^ „ r11NWrYN a ;�� 'a"r «" "s� vs: N THEY CONTAIN ARE THE PROPERTY OF FCC CdMMEf2ClAL _ LL :....•a•• e••+••••!!. 1.:.:.:.:.:.::::::::::::.: ` -- ^ - «.. i�INNFA "� sN�I[7YI/aYIIIIY� lY11F^--^^^��1:N „ LS� Ik N 1r�Nli " P SG ......•••!r ^.^. ..^.^.^.«.^.^...^......^..- ... ..^.^.^..•^. ^.^. ". •s ^ ^ ^..-^ ..- Caa.s+ r ,.a « FURNITURE INC.,ROSEBURG,OREGON, 7470 t••a.. +rf►•+•r••w •♦a•► Ok:i.::.111 ' '", a lYl• rr '........'.......» - ...... .".."........«... ,NI .^'r: u- 'a•r�, aaa♦♦♦+♦••. .♦aaa♦.rrrrr r. :.:: :raa 14 O 1 arrr, •s••oa:rr ::a+r• t:••+ C. 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WAY,iN PART OR IN WHOLE,WITHOUT THE EXPRESS ♦ rrrrr:rar• ..„......«.. _ ,,-•::: t°:::••`:: ,`•"i•'•`t•,','a .r°s ` r a`. ^•^^•^• - - a:: a °- a �= WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. r♦♦1♦ 1::::::::: t•r t 8:a a:• a`:•- ♦a•1+♦♦•1 a r..�.•. ^.� .«�.�.� _�.. � _ _ - _. -_ _-___... .7.6.7---.,. _.- ►aa•r♦ ♦:: :4: are:♦ a•o a a 1+•a• • •••s r•••+: .+AAAA rear♦•: a♦ ♦a/r+•, -.":4:44.:4:44:4:4:: :: •s: i:' - ►iasx• aa••a rrr• , +/♦+•♦•••+••r ,•r►•r•ra t•♦ ...•• -LIB -_.16 •s•••• ••r••• r►••••••a•w•: -♦w:••a.:•a•a _ _ - _ ANY UNAUTHORIZED USE OFTHESE PI,ANSWILL RESULT r•t♦•{•s•r•+ , +rar•••ear,•, •••►•e.a:•e: ▪-- _ • :d„• , - \ / IN PAYMENT DUE FOR SERVICES RENDERED BY FCC j:::::,:.*::::: .•aa:ra•a••+ . •r•se!•sa•r• ••s•re•ra «• _ _ COraa:ata► - ••rr•♦rte•••♦•• +••a ata ^' •- Lib••r • CO +r:•re:a:t•« . ..1`••o - ,Y L1 B COMMERCIAL FURNITURE INC. • : ` ••w••!!•1 r••♦ •1 tar+►+,,♦1• ••a,•:•••ra• - - d.......--z: '• M'',,,, ••+•• ♦•e+e , V srta•assar,•s ••r•••+•r+• _ L1A L'A :.. _.... 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ORIGINAL DATE: NOTE: GENERAL LIGHTING REQUIREMENTS August 16, 2019 TO COMPLY WITH LIGHTING LEVELS TO BE LIC COORDINATED WITH ARCHITECT PLOT DATE: September 5, 2019 PROJECT #: 12959-002 SHEET #: D4 . 0 111111111 FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541,673.7441 I VWVW.FCCFURN.COM r II II 1 1 _I . N. r DESIGNED AND BUILT IN U.S.A. r FCC COMMERCIAL FURNITURE U i PROPERTY S IIS A FORF H DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL - NOT BE ALTERED OR USED AS CONSTRUCTION . ,- • • DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT j� ISSFURNITUREN�TURE INC ION FROM FCC COMMERCIAL %//%%�l%//% %%%%//l/%/%%% // IMPORTANT • 32114 WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE - IN ALL CASES. OFF PLANS. CONTACT FCC R6A • FDO NSCALE OT ES REPRESENTATIVE TO VERIFY ANYERCIAL QUESTIONABLE DIMENSIONS AT TELEPHONE 8 800.322_7328 CT-27G THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING • \/ n DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. THE GENERAL CONTRACTOR MUST NOTIFY FCC �^ 0- o • ' "'�" ^••'—' ,,--•-' •'••— COMMERCIAL FURNITURE OF ALL DISCREPANCIES I- n `- 0 0 El o 'r•' 0 0 n 0 1] AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING / • ` • I I WORK. FCC COMMERCIAL FURNITURE HAS PREPARED THESE - \ p DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED • R6A • ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT —7//1 //// / AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED GT-27G n El p 0 0 0 0 0 0 0 0 o -. *:� 'L�4 L* ii-� ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. • REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF I BUILDING STRUCTURE. , ` THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL �J � FURNITURE INC.,ROSEBURG,OREGON.97470. l %7 ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE /////// // - COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS ' 0 Oil \ / .4.>, \ //A> - - - WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. •� , ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT / \ L__ / \ I IN PAYMENT DUE FOR SERVICES RENDERED BY FCC I / \ / / \ / n COMMERCIAL FURNITURE INC. U li I ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY �- GT-29G B 1 C p I REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC lJ _ COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. / \\ // \ r / \\ // \ • I NOT RESPONSIBLE FOR ANIMINERMInk ��.■.■��,. I DEVIATIONS,CHANGES,H FURNITURE ADDITIONS,OR DELETIONS NOT IIF" 'l!I / \ / \ �c> . _ I . Ilaririt `� ADVANCE BY FCC • L----1. COMMERCIAL FURNITURE INC. �-- B2B `- • B 1 A - • _ THESE DOCUMENTS REFLECT SPECIFIC SEATING AND T_� . _ ~ I I DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. 1•114_ Aill r �r��■ ni • 44. !/' n n <AN\\ ,A>, <2\\ / CLIENT: - n \\ , L_-_i.-411111111 MP' 1 \\ , I 4�R LEGEND • BIB ' T-28c11 ( tØzG6E LI 0" 8 Lir TM i. ri j ei c, \\> L -.II <NV: ,\of> B1 CT-25G MAIN FLOOR TILE Burger King #5282 10105 SW Nimbus Ave // %%////////%//%//l1///%///%////%/////%%///, _ Tigard, O R 97223 Decor: Garden Grill A. Building Type: Custom B1B CT-28G ACCENT FLOOR TILE I /// //%/�%�//////////%1/l�. /�///////�/��/�//�/�/��/A CUSTOMER c��Z c��Z c�� e4. 7 1Z ce 7 ceZ c- - GBMO LLC .1--4. Y-1 .1---L. 1-4. 11 ll .1---L Zi B1 CT-290 ACCENT FLOOR TILE L__.j f L__] I f1 f1 f1 L__J L__J �__J SHEETTITLE: — --. DINING ROOM -- FLOOR TILE PLAN INMMaiiD nWORK ORDER NUMBER: ril .__.__. ._....,.H,.....,.,....._ ... ........___._.._._ . .... . . . ��1 _ is..m. IB2B CT-10G KITCHEN FLOOR TILE ��/�G�///�/f��///�////�/tel/�///�/�� 1 1 j 4 , i II I .11 .. 1.1 j /,,,.,,,,,zZZZZ//..,,/,%zz ,,,,L,q«(7y,,,,,,,,,,z; ,«., „,.,/.z/./.«« «,,,1//,1/,11/,!/,/,/,I, 1 1 FINALS BY: ■•11LUU• • • / \ i----"" DRAWN BY: 1 C :- • ADAM ALEXANDER In, �J i SCALE: R6A CT-27G RESTROOM FLOOR TILE (R6A) 3/16" = 1 '-0" ORIGINAL DATE: August 16, 2019 PLOT DATE: September 5, 2019 PROJECT #: 12959-002 SHEET #: D5 . O ■ DOOR HANDLES ti \ /,. FCC COMMERCIAL FURNITURE INC. 6452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I WMN.FCCFURN,COM V II DESIGNED AND BUILT IN U.S.A. ` ,�,` .,14....,_ '. �� - , �i L I A io i kMAA.&W,i,lliur LI m PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN • s3i I - - —� CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR RR SIGN HERITAGE —■ _ AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN ! WALL '"� — AND THE CONCEPTS HEREIN SMALL NOT BE ALTERED OR USED AS CONSTRUCTION �-� , DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT ...i .,._____ ,.....,_ ,,. ,,,...._...... ..._...... O —I WRITTEN IT TUBE INC.ISSION FROM FCC COMMERCIAL t>o - _ ) _—It t. GRAPHIC#1 I ---•w t> 1. SWA-171 36"x48' -..■ .� IMPORTANT . — _ . . — WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE : o IN ALL CASES. �� " " "— 4.—?..4 -- --` —" ' WAYFINDING DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL I SIGN I FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# 1 .: 1 800,322.7328 ) lIl THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING RR SIGN / c.. 1 t DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. I i i f f I 1 I I I i I I I I I I I 1 • 111111111111 W 1 I I 1 I i 1 i i+l l i i ! I i t I I 1 i 1 411 M 141111 i 1 t 1 l l i i 11 1111 W 11' 141111 H I' i THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES ' -.- — ,...� T I - mom • — M • • — III IMI MI MI NI — NI MI MI — In — Et • — AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING { 'FLAME • WORK. a �� GRILLING .„_ I . NOW SIGN , FCC COMMERCIAL FURNITURE HAS PREPARED THESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE I ARCHITECTURAL INFORMATION PROVIDED.DUE TQ LACK I 1 OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT __ ■ ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT 7.' 1 ! I ANd10R FURNITURE PLACEMENT MAY BE RE REQUIRED AT 1 THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED 1 ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. III ■ REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS •FLAME I i BUILDING STRUCTURE. FOR COMPLETE AND ACCURATE DIMENSIONS OF • , THESE CONTRACT DOCUMENTS AND THE INFORMATION GRILLING I i THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL SINCE FURNITURE INC.,ROSEBURG,OREGON,97470. . 0 i I 1954' SIGN I ■ L-r.. I i ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY • ■ WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS JF 1 - WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. 1 I ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT I I IN PAYMENT DUE FOR SERVICES RENDERED BY FCC COMMERCIAL FURNITURE INC. I .I --- ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY i REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC I COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. ■ FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR I i "' I- DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT C REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. 1 • I :! THESE DOCUMENTS REFLECT SPECIFIC SEATING AND I DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. 1 ■ LEGEND I I j '� I • CLIENT: I i Pi GRAPHIC PANELS, SIGNAGE, DECOR ITEMS I I i ' R 1 • I NG4Q. ■minx B3A CT-28G TILE UNDER SERVICE COUNTER, SERVICE AREA I I SIDE WALL, DRINK STATION SIDE WALLS (6X24) a II ■•El El in■ B3BJc TILE AT SERVICE AREA SIDES (12X24) I ■ i Burger King #5282 B3C ' G I ACCENT LAMINATE AT SERVICE AREA I I 10105 SW Nimbus Ave ■ I ^r Tigard, OR 97223 I 1 g Decor: Garden Grill ■•■■■■•■1111■ B3DCT-25G TILE AT BACK OF DRINK STATION (24X24) I MANIFESTO Building Type: Custom L B4A'FRP-1G BACK OF HOUSE , CUSTOMER GBMO, LLC i " — iiBSA P-2G WAINSCOT DOOR HANDLES SHEET TITLE: �/ HERITAGE KING INTERIOR WALL — FINISHES }■III B7A P-15G MAIN WALL FINISH19'-0"WX5'-1"H – WALL ART COLLAGE WORK ORDER NUMBER: . IN . . . . IX . I11■I■ II. w■w1 . ..■�I . 1�1. . ■.■1■■� B8A 4 ACCENT BRICK FINISHLEL ' -" ��//// �. .�� ;, ;Z.-Yet f�1�;1« „�� 4 1 FINALS BY: B9A •• MENUBOARD & SERVICE AREA BACK WALL \ —. \ . DRAWN BY: R7A CT-27G RESTROOM FULL HEIGHT GREY WALL TILE ADAM ALEXANDER SCALE: ./\""/11R7B CT-30G RESTROOM ACCENT TILE AT VANITY (RED) . — --�- --- -�- � 3116" - 1'-0./\""/11 ORIGINAL DATE: R7C CT-280 RESTROOM FULL HEIGHT WOOD-LOOK WALL TILE August 16, 2019 PLOT DATE: September 5, 2019 PROJECT #: 12959-002 SHEET #: D6 . 6 El. FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N.ROSEBURG,OR 97470 USA T.800.322.7328 F.541.673.74411 WWW.FCCFURN.COM 1 ! _1 DESIGNED AND BUILT IN U.S.A. u PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT.CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL - NOT BE ALTERED OR USED AS CONSTRUCTION �....- DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. _ IMPORTANT WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE - IN ALL CASES. - I DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, roil , 1UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. THE GENERAL CONTRACTOR MUST NOTIFY FCC • �� COMMERCIAL FURNITURE OF ALL DISCREPANCIES l .,, ,.,,,_„ ,__._„ ,._.,. ._.- -._,.,,. AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK, /1":// / r^_ FCC COMMERCIAL FURNITURE HAS PREPARED THESE 65 65 65 r 65 / 35 1 I4 DOCUENTS AS ACCURATELY AS POSIBLE WITH THE ARCHITECTURAL INFORMATION PROVSDED DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED C) ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. COREFER TO ARCHITECTURAL OR ENGINEER DRAWINGS (--,75 FOR COMPLETE AND ACCURATE DIMENSIONS OF U7 BUILDING STRUCTURE r THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL i , FURNITURE INC.,ROSEBURG,OREGON,97470. IALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED.USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. 0 0 ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT CY) IN PAYMENT DUE FOR SERVICES RENDERED BY FCC COMMERCIAL FURNITURE INC. `, ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY Ij REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC I COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. I FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR I DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC 1 COMMERCIAL FURNITURE INC. 0 Nr ELECTRICAL FOR I THESE DOCUMENTS REFLECT SPECIFIC AND DECOR EQUIPMENT ORDERED OFDATE S OTWNBELOW. KIOSKS DOWN I in FROM CEILING I co TV OUTLET _/../ (VERIFY I CLIENT: I LOCATION) . D SER co_..... t IN ir W 100 314 TO PONY WALL • 417 Burger King #5282 10105 SW Nimbus Ave Tigard, OR 97223 Decor: Garden Grill Building Type: Custom i CUSTOMER GBMO, LLC CO N. SHEET TITLE: G.C. PROVIDED ITEMS AND DETAILS WINDOW TO BE 85 3/4 / WORK ORDER NUMBER: INFILLED BY G.C. fifi ,7cii..�-77.,..ilii, 7v,-/ (ilii f7///7r- ✓if< / y„ G2/,,,.,..,,..�../Z.L,,,,, �,.,E,7,,.,�,,,,.,�,�,�,,,,,, I tL. FINALS BY: DRAWN BY: ADAM ALEXANDER \ — WALL TO BE FURRED SCALE: OUT BY G.C. TO 3/16" = 11-0" ACCOMODATE 1 9'-0" ORIGINAL DATE: COLLAGE WALL August 16, 2019 PLOT DATE: September 5, 2019 PROJECT #: 12959-002 SHEET #: D7 . 0 11111.1 FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800,322.7328 I F.541,673.7441 I VWVW.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS iS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. IMPORTANT WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL 2x4 BLOCKING SOLID SURFACE FURNITURE'S REPRESENTATIVE TO VERIFY ANY COUNTER TOP (SS-9G) QUESTIONABLE DIMENSIONS AT TELEPHONE# 30" 800.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING (1] DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. 6x24 TILE (CT-28G) THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES ADHERED TO S U ST RATE AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING 1" ct FCC COMMERCIAL FURNITURE HAS PREPARED THESE O W DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE I J ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED = 2x4 WOOD STUD WALL ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT O AND/ORIFURNIURE PLACEMENT MAYENTS TO THE FINAL O BE REQNS OF UIRE AT UIPMENT STUDS AT 16" 0.C. N THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED dr— ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. U- (FRP-1 ) ON 3/4" REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS ¢ PLYWOOD SUBSTRATE — FOR COMPLETE AND ACCURATE DIMENSIONS OF Cr) — BUILDING STRUCTURE. THESE CONTRACT DOCUMENTS AND THE INFORMATION >" THEY RE THE PROPERTY OF FCC Z WAINSCOT • FURNITUUREAIN INC.,ROSEBURG,OREGON,97470.OMMERCIAL p Hs.N1 ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS SECTION AT SECTION AT WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT SERVICE COUNTER ( 2 A) CHAIR RAIL IN PAYMENT DUE FOR SERVICES RENDERED BY FCC ( B6A) COMMERCIAL FURNITURE INC. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY N.T.S. REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC N N.T.S. COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. CLIENT: /7/ C1OG GC TO VERIFY PRIOR TO CONSTRUCTION • VARIES 1/4" R Burger King #5282 10105 SW Nimbus Ave Tigard, OR 97223 FASTEN AS Decor: Garden Grill REQUIRED Building Type: Custom CUSTOMER WAINSCOT GBMO, LLC 7// SHEET TITLE: DECOR DETAILS SECTION AT WORK ORDER NUMBER: 0 WINDOW SILLS (BI OA) FINALS BY: N.T.S. DRAWN BY: ADAM ALEXANDER SCALE: NA ORIGINAL DATE: August 16, 2019 PLOT DATE: September 5, 2019 PROJECT #: 12959-002 SHEET #: D7' . 1 -Only signs that apply to the specific restaurant "-Only signs that apply to the specific restaurant are mandatory are mandatory1121111 I ��yy per/ �n {/.�� {/�� t_ FCC COMMERCIAL FURNITURE INC. re�urre /tern, rqui eitie t, require)tiers, rR/u/m/*item re/ulreL� item, - 7 HWY 95 N,ROSEBURG, RG OR 97470 USA M j I I DOOR DECAL - HOURS OF OPERATION DOOR DECAL - "PUSH I PULL" WAYFINDING SIGN "RESTROOMS" RESTROOM SIGNS RESTROOM SIGNS DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL • FURNITURE INC. r • Houtto ._ , 7 MALE 1 FEMALE!ACCESSIBLE MALE!FEMALE 1 CHANGE I M P O R TA N T '.Sdi6�� 4.r _ NALLCASES. l4rAHANDS FULLtenn Max. YOU CAN ALSO USE YOUR BOTTOM. DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY T- �Yli, QUESTIONABLE DIMENSIONS AT TELEPHONE# • 800.322.7328 FRONT - THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING MALE/ACCESSIBLE MALE!CHANGE DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS.AND CONDITIONS AT THE JOB SITE lrr`'. THE GENERAL CONTRACTOR MUST NOTIFY FCC �t'rt COMMERCIAL FURNITURE OF ALL DISCREPANCIES I : p' AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. 1 RESTROOMS TO THE LEFT FCC COMMERCIAL FURNITURE HAS PREPARED THESE i DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE FEMALE ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK FEMALE I ACCESSIBLE FEMALE!CHANGE OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT YOU CAN DO IT YOUR WAY AND PUSH, AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT run roc,an cart Lirx y BUT THIS DDDR IS PRETTY STUBBORN. THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED �' ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS* jar . REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF BACK RESTROOMS RESTROOMS RESTROOMS - - BUILDING STRUCTURE. TO THE RIGHT DOWNSTAIRS UPSTAIRS MALE ACCESSIBLE - THESE CONTRACT DOCUMENTS AND THE INFORMATION MALE/FEMALE CHANGE I ACCESSIBLE THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WTHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC COMMERCIAL FURNITURE INC. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR �n �p DEVIATIONS,CHANGES.ADDITIONS,OR DELETIONS NOT r-•►oi a// requIr�tfl, r ujr item, k � �� t REVIEWED AND APPROVED IN ADVANCE BY FCC L -,.,_- _ ., , ., COMMERCIAL FURNITURE INC. BATHROOM SIGN "WASH HANDS" KITCHEN DOOR DECAL BATHROOM SIGN "MAKE MAMA PROUD" BATHROOM MIRROR DECAL TRASH BIN (IN-RESTAURANT) THESE DOCUMENTS REFLECT SPECIFIC SEATING AND Ir FREE WI-FI DECAL DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW "FLAME GRILLING NOW" CLIENT: NE ! _ ci. . ER sT MTRDTTG1fSPLEASE eillIN llpiG TREY DON'T TASTE 600). 111Q.,tER WASH HANDS i . O.% iiir ,.. BEFORE RETURNING TO ' M Gliiiilli . „..,„,,„,,,,,0 ... 1 I al 1 D . 1 , 111 ' ' 1 IS FREE WI Fl Burger King #5282 10105 SW Nimbus Ave Tigard, OR 97223 Decor: Garden Grill Building Type: Custom Approved Graphic Vendors: CUSTOMER GBMO, LLC rev/mit-tem re,o i4I ( LSI Graphic's SHEET TITLE: Required for restaurants with a wail behind Contact: Michelle Burton WAYFINDING SIGNAGE the trash bin 1 tray return station only rpiutrei*hent, EXTERIOR DRIVE-THRU IMAGE PANELS EXTERIOR "HOME OF THE WHOPPER" VINYL (330) 494-9444 EXT 2041 * Refer to Architecturals for Site Specific Quantities & Installation Location. * Refer to Architecturals for Site Specific Size & Installation Location. E-mail: michelle.burton-mcginnis p�isi-Industries.com WORK ORDER NUMBER: TRAY RETURN WALL ART :llIllill"IllP*: A B C _ , Moss Retail & Environments 2643 West Chicago Ave. 1 ilithlri 1 . FINALS BY ,� 101, Chicago, IL 60622 - .�; . , . t Contact: DJ Scandiff lik - 617 �• • ,_ .: - � -- w �", I''''''''''''57. (773) 435 7600 Ext. ,. T ,�... ��p . ' --�_' �,, '�:�� DRAWN BY: _ . Contact: Rob Lorts ADAM ALEXANDER 4. (773) 435-7600 Ext. 655 SCALE; • NA Orltir. • VCS, Inc. r . - • -4,,,..* ..t,' ORIGINAL DATE: -, v • • • HOnte, O 1696 Mabry Mill Dr., SW • WHOPP • North Canton OH 44709 August 16, 2019 r •• y =lig Contact: Greg Moroz PLOT DATE: (201 ) 528-9680 September 5, 2019 -#: '� ' ` '" - Order E-mail: burgerking©vgs-inc.com PROJECT #: Qty (1) - Graphic A Qty (2) - Graphic A, B 1 2959-002 Qty (3) - Graphic A, B, C SHEET #: D7 . 2 1111111 FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N, ROSEBURG,OR 97470 USA T.800.322.7328 F.541,673 7441 I VWVW FCCFURN-COM DESIGNED AND BUILT IN U A PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT.CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN- THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION Customer: GBMO, LLC EnvironmentallyFriendly Finishes by FCC Standards Additional Notes Furniture items Supplier Installer BK DOCUMENTS.DO NOT REPRODUCE ORLENDWITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. Store: Burger King #5282 il , II Greenguard Certified 1,2 08.16.19 Item Description Finish FCC Others FCC Others Codes Notes Location: Tigard, OR J (Low VOC) F3A Community Style: Stained Wood Community Table X X Quantity of Hooks: IMPORTANT Project Number: 12959-002 q` SCS Certified Table with BK Logo 4 for a 6 seater WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE Designer: Adam Alexander �_� Recycled Content Top Thickness. 1 3/4" IN ALL CASES. USA�� DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL Sales: Randy Moe pvcffee- PVC Free Upholstery Finish: American Light Oak with Lightly NA FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# Date: 8,28.19Crypton Green Toasted Satin Varnish 800.322.7328 �. rieii Decor: Garden Grill Upholstery THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS.EQUIPMENT,FURNITURE PLACEMENT, Purse Hooks: Antique Bronze UTILITY LOCATIONS.AND CONDITIONS AT THE JOB SITE, 11111111111111.1111111111111111111111 Bar Style: Isabel Barstool COMMERCIAL OMMERCI AL FURNITURE MUST LDISCREPANCIES FCC Specifications are for REFERENCE ONLY and are current from the date of the last revision. See architecturals for updated F4ATH THE GENERLFDRNITUREOFALLNOTIFY p p y AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING with anymodifications to buildingfinishes. Height Madel: 8019-CMC WORK, information. Contact FCC immediately g Seats Chair Back & Seat: Laminate, Match PL-17G FCC COMMERCIAL FURNITURE HAS PREPARED THESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE FurnitureItems Supplier Installer PL-17G Caramel Macchiato ARCHITECTURAL INFORMAllON PROVIDED.DUE TO LACK CK OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS.OWNER UNDERSTANDS THAT Item Description Finish FCC Others FCC Others Codes Notes Frame Finish: Powdercoat, Blackened MF-1G ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT X Steel FURNITURE PLACEMENT MAY BE REQUIRED AT F1A Standard Style. Blaze Booth (40" H Wall) X Steel THE OWNERS EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS, Height 1/2" Top Cap (No 1"1rop) Solid Surface Glides: Black REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS I L 1 u i.� FOR COMPLETE AND ACCURATE DIMENSIONS OF Perimeter Corian, Deep Nocturne (matte finish) SS-8G 'in f E,I Nevamar F5A Standard Style: Isabel Chair X X BUILDING STRUCTURE Booths Booth Wall: Laminate, Nevamar Height Model: 8018-CMC THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON.97470 (wall incl,) N/WF0011T Macchiato (grain) PL-15G Wood Grain to run vertically Seats Chair Back & Seat: Laminate, Match PL-17G ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE Edge Trim: Rehau, Match to Macchiato MEB-2G Clipped Down Hardware (center) PL-17G Caramel Macchiato COPIED.REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS C P 41 002 Vinyl, Frame Finish. Powdercoat, B l ac ken ed M F-1 G WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. B oath Seat: Mahoram Steel 47 ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT pu �+ IN PAYMENT DUE FOR SERVICES RENDERED BY FCC Lariat 440401 , 010 Taupe R.�f'"� -7G Glidess. Black COMMERCIAL FURNITURE INC. { X ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY 17.5" Back Pad: Vinyl, Maharam F5B Standard Style: Bronze Gale Standard Chair X REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC Model: p 80(� COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING Lariat 440401 , 007 - Oyster L.FH-loo Height -014-211-9 FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT Bottom Trim: 3MM Black PVC Seats Chair Back & Seat: Laser Cut Steel NA REVIEWED AND COMMERCIAL StyleAPP: BrDIN INC ADVANCE BY FCC Booth Base: 1/8" Black ABS (settee with Bronze Powdercoat THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. Crumb Trough Trim: Laminate, seats) Pionite, Black 5E101 Glides: Rubber Legs: Powdercoat, Blackened Steel MF-1G F5C Standard Not Applicable CLIENT: Fl B Standard Style: Blaze Settee X X Height Height Nevamar Lounge /1 Goal_� BUR � Settees Booth Seat: Vinyl, Maharam Chairs I� no wall) Lariat 440401 , 010 Taupe L H-7G cp Par 17.5" Back Pad: Vinyl, Maharam F6A High Chairs Manufacturer: Rubbermaid X X Contact: 817.705.4118 Lariat 440401 , 007 Oyster uPl-i-1oc Wood Grain to run vertically Style: Sturdy Chair FG-7805 Rep: Justin Itz Crumb Trough Trim: Laminate, Clipped Down Hardware Material: Molded Plastic ASTM F404-04 Email : Justin.itza newellco.com Burger King #5282 Pionite, Black 5E101 PL-19G F7A Metal Work Color: Blackened Steel (Square Steel) X X MF-1G * Tile grout by GC 10105 SW Nimbus Ave after steel is installed (typ.) Tigard, OR 97223 Bottom Trim: 3MM Black PVC F8A Divider Not Applicable Decor: Garden Grill Booth Base: 1/8" Black ABS Walls Building Type: Custom Legs: Powdercoat, Blackened Steel MF-1G CUSTOMER F2A Table Tops Style: T0025 (1/8"R) X X All VBE seams to be placed GBMO, LLC (at booths/ 1 5/16" Thick Top: Laminate, Nevamar PL-9G against walls where possible SHEET TITLE: settees) WK0017T Venerable Old Oak (grain) Arrows on floor plan denote SPECIFICATIONS Edge: Rehau 592E Multiplex 1-5/16" MEB-1G table grain location. F2B Table Tops Style: T0027 R (1/8"R) 3 Equal Stripes X X iy, i Pionite/Wilsonart WORK ORDER NUMBER: (center) 1 5/16" Thick Top: Left Stripe: Laminate, Nevamar Table F2B is only applicable on WZ2001T Santa Rosa Plum Tree (grain) PL-16G tables in the center of the store FINALS BY: Middle Stripe: Laminate, Nevamar N/WF0011T Macchiato (grain) PL-15G F9A Decor Style: FDWS0100 X X DRAWN BY: Right Stripe: Laminate, Nevamar Screens Screen Finish: Perforated 1/4" holes ADAM ALEXANDER WF0013T Carmel Macchiato Suede (grain) PL-17G Powdercoat, Statuary Bronze 038/60080 SCALE: Edge: Rehau 592E Multiplex 1-5/16" MIB-1G NTS F2C Coffee Not Applicable Post & Hardware Finish: Powdercoat, MF-4G ORIGINAL DATE: Tables Statuary Bronze 038/60080 August 16, 2019 (at lounge) F1 OA Low Not Applicable Decor PLOT DATE: Screen September 5, 2019 PROJECT #: 12959 -002 SHEET #: D8 . 0 1111 FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322,7328 I F.541.673.7441 I WVWW FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL Furniture items Supplier Installer BK I Miscellaneous Decor Items uDD ier Instal er BK I NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS,DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL Item Description Finish FCC Other FCC Other Codes Notes Item Description Finish FCC Others FCC Others Codes Notes FURNITURE INC. Fl 1A Cabinets Style: Cube (33/44gal) X X DIA ADA RR item: ADA/Braille Sign Mounted on X X IMPORTANT (Condiment Top wiTray Bumpers: Solid Surface, SS-8G Signs Wall Next to Restroom Door TBD and Trash) Conan, Deep Nocturne (matte finish) WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE X X p IN ALL CASES. Sides. Laminate, Nevamar PL-9G Interior Trash Cabinet Laminate to D1B Directional 1 . Wayfinding Sign "Restrooms", Supplier: Refer to Drawings DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY WK0017T Venerable Old Oak (grain) Match Exterior Signage 2. RR Door Signs-Circle of Man/Woman Contact. Refer to Drawings Q0.3227NABLEDIMENSIONSATTELEPHONE# 800.322.7328 Edge: Charter Black (required) 3. Kitchen Door- "Flame Grilling Now" THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, Access Door: Laminate, N evam ar Wood Grain to run vertically 4. Restroom - "Crew Members Must Wash" UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. WK0017T Venerable Old Oak (grain) 5. Tray Return (as applicable) THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES Door Edge Pull: Stainless Steel Corian/Nevamar DIC Entry Includes. Door Decal "Hours of Operatic X X Supplier: Refer to Drawings AND/WORKRREQUIREDADJUSTMENTSPRIORTOSTARTINGK. ��++ Signage "Push/Pull" �� WOR Base Style: Door Decal TBD Contact Refer to Drawings FCC COMMERCIAL FURNITURE HAS PREPARED THESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE Open With Casters - Roll Out Liners (required) ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT Base Color: D2A Heritage Style: Framed and Matted BK Heritage X X Supplier: Refer to Drawings ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT F�F� �++7 per * AND/OR FURNITURE PLACEMENTEXPENSE DUE TO MAY BE REQUIRED AT DFB-551-52 Matte Black Wall Art ImagesTo1.I +Qr ` Referto Drawings ONACTHE TUALRJOB STEDMENSIONSAND CONDITIONS DISCREPANCIES SED (optional) Total Quantity: 10 REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF Fl 1B Drink Station Top Finish: Solid Surface X X Avonite Contact: 423.290.4805 D2B Wall Art Style: Natural Element Wall Art Collage X X Supplier: Nautical Furnishings BUILDING STRUCTURE. and Avonite, BK Smoke #7885 Rep: Bob Dahl, Aristech Surfaces Collage /Materials: Concrete, Grey Wood, Contact: 954.771 .1100 THEYTHESE CONTRAAT OCUMEHE TSRTYNTS ANDTHOF INFORMATION COMMERCIAL Condiments Edge: 1-1/2" Square Drop SS-9G Additional supplier available (required) Brown Wood, Copper, Green Bamboo RC-1 Rep: Michael Hoglund FURNITURE INC.,ROSEBURG,OREGON,97470 p�► ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE Sides/Doors: Laminate, Nevamar IPE w/Logo, Brick, Orange Laminate RC-2 Size: 19'-0" x 5'-1" COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY + (� Black p WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS 50 3300 S D, Café SiennaI PL- G Frame/Dividers: BR-2G WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. D2C Manifesto Style: Crown Manifesto on 1/8" X X Supplier: Refer to DrawingsANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT Refer PAYMENT DUE FOR SERVICES RENDERED BY FCC Graphic Aluminum Composite Panel Contact Refer to Drawings COMMERCIAL FURNITURE INC. # ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY Standoffs: 1/2" S i I1+e r REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC Size: 30"W x 42"H FCC FURNITURE INC.IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT D3A Drink Station 1 . "Refresh Your Way" (required) X X Supplier: Refer to Drawings REVIEVVED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. Wall Decals 2. "Sauce Your Way" (optional) TBD Contact Refer to Drawings THESE DOCUMENTS REFLECT SPECIFIC SEATING AND *7 DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. Fl 1C Coke Color: Black X X D3B Drink Station Style: "Freshly Flame Grilling Since X X Supplier: Refer to Drawings Free-Style Header Panel 1954" on 118" Alum. Composite Panel TED Contact Refer to Drawings CLIENT: Fl 1D Optional Not Applicable (optional) Hardware: 112" stainless Standoffs Sauce Bar and caps (6x) with locking pucks Quantity: 1 V��R D4A Flat By Owner X X B pa Screen 4019 F12A Service Top Finish: Solid Surface X X D5A Wall Not Applicable Counter Avonite, BK Smoke #7885 Shelves Edge: 1-112" Square Drop SS-9G Burger King #5282 Color: Grey Expo 10105 SW Nimbus Ave Front Drop: 3" Tigard, OR 97223 Back Edge: 2" D5B Graphic Style: Aluminum Composite Graphics X X Supplier: Refer to Drawings Decor: Garden Grill Panels Size: 36"W x 48"H Contact Refer to Drawings Building Type: Custom (required) Hardware: 1/2" stainless Standoffs CUSTOMER and caps (6x) with locking pucks GBMO, LLC D5C Shelf Not Applicable SHEET TITLE: Artwork SPECIFICATIONS (required*) FI3A Queue Not Applicable D5D Shelf Not Applicable WORK ORDER NUMBER: Line Artwork Fl 4A Smoothie Not Applicable . requi j Surround D6A Door Style: Branded Door Handles X X Note: Ship hardware loose, I FINALS BY: Handles /Materials! IPE Wood NO holes prepped in wood (Optional) Hardware: Powdercoat, Blackened Steel DRAWN BY: Size: 35" W x 8"H Quantity: 6 ADAM ALEXANDER D7A Ordering Style: Express Order X X Contact RSI SCALE: Kiosk (Opt.) NTS ORIGINAL DATE: F15A POS Not Applicable August 16, 2019 Shroud (optional) PLOT DATE: September 5, 2019 PROJECT #: 12959 -002 SHEET #: D8 . 1 III 11111 FCC COMMERCIAL FURNITURE INC- 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T 800.322.7328 I F.541.673.7441 F WWWFCCFURN.COM DESIGNED AND BUILT IN U S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN Q AND THE CONCEPTS HEREIN SHALL Miscellaneous Decor Items Supplier Installer BK Interior Building Finishes Supplier Installer BK NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS.DO NOT REPRODUCE OR LEND WTHOUT Item Description Finish FCC Others FCC Others Codes Notes RWRINIEREINQN 'SSIDNFRDMFCCQDMMERQEAL Item Description Finish FCC Others FCC Others Codes Notes D8A Metal 1 . Flame Grilling- FDWA475 (two-line) X X BIA Main Floor Manufacturer: Eurowest X X Floor tile must exceed 0.42 SCOF Signage 2. Heritage King Tile and item: TCG2424027SQ (floor tile) CT-25G Minimum (Dry and Wet) Standard IMPORTANT WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE Base Tile Color: Simply Gray Honed (rectified) per ASTM F1677-05. It must meet IN ALL CASES Size: 24"x24" (floor tile) Corporate Approved Guidelines DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY Item- TCG1224027SQ (base tile) CT-26G and follow ANSI A108.01 and QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 p /+ Finish: P owderc oat, Match Blackened Steel Color: Simply Gray Honed (rectified) A108.02. THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING FURITURE DOB Colored Not Applicable Size: 6"x24" (cut from 12"x24" field tile) UUTILIIMETY LOCATIIONS,ANDTCONDIT ONS AT PLACEMENT, SITE �t Refer Grout CBP, Fusion Pro Single Comp. , GR-15G R Install : efer to Plans THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES Si g n a g e #335 Winter Gray, 1/16" ANOD/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING B1B Accent Floor Manufacturer Eurowest X X Eurowest Contact 714.309.9551 FCC COMMERCIAL FURNITURE HAS PREPARED THESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE Tile Item: IRG 0624123 (rectified) CT-28G Rep: Jan Deter ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT (Light Wood) Color: Larch US (French Wood) Additional supplier(s) available ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT Size: 6"x24" BKC �jy ,,,,) AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT t+iz e. er ++�•t.+ ��ni Schedule le ISCREPANCIES BA ON ACCTUAL JOB THE OWNER'S SITEDIMENSIONS ENSE DUE TOAND CONDITIONS SED Grout CBP, Fusion Pro Single Comp. , GR-15G REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS AND D1OA Exterior Item. 40"W x 54"H ACP Image Panels X X Qty: 1, 2 or 3 (as space allows) #335 Winter Gray, 1/16" BUUIILDINGPLETE STRUCTUREQQURATEDIMENSIDNSOF Drive-Thru Refer to Architecturals for B1C Accent Floor Manufacturer: Eurowest X X Grout Note: Prolite® Premium THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL Image Panel sinstallation information Supplier: Refer to Drawings Tile item: IRG 0624122 (rectified) CT-29G Large Format Tile Mortar, FURNITURE INC,ROSEBURG,OREGON.97470 Rapid PREPARED CONTRACT DOCUMENTS MAY NOT BE (required) Contact Refer to Drawings (Dark Wood) Color: Elm US (French Wood) Rapid Set COPIED.REPRODUCED USED OR IMPLEMENTED IN ANY 6"x24" WAY,IN PART OR IN WHOLE.WITHOUT THE EXPRESS Size: + �± �+ WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. D110B Exterior item. 12011W x 60"H Vinyl, X X Qty: 1 Grout CBP Fusion Pro Single Com GR-15G ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT Comp. , IN PAYMENT DUE FOR SERVICES RENDERED BY FCC Whopper (size may vary per site) #335 Winter Gray 1116" COMMERCIAL FURNITURE INC. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY Billboard Refer to Architecturals for Supplier: Refer to Drawings B 2A Tile Base See BMA, See Plans for Usage X X See Also A rchitecturals for Details REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC /+ p + COMMERCIAL FURNITURE INC.IN ADVANCE,IN WRITING (Optional) In allation Information Contact Refer to Drawi n• s B2B Kitchen Manufacturer: Daltile X X Daltile Contact: 877.556.5728, FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS OR DELETIONS NOT Floor Series. Quarry Tile CT-10G national.accounts C daltile.com REVIEWED AND APPROVED EN ADVANCE BY FCC COMMERCIAL FURNITURE INC. Tile Color, Ashen Gray0T03 (Abrasive Finish) CT-11G G Additional�ksupplier(s) available THESE DOCUMENTS REFLECT SPECIFIC SEATING AND Tile Size: 6"x6" or 8"x 8" per BKC Finish Schedule DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. Cove Base Size: 5"x6" and 5"x8" GR-6G Grout CBP, Fusion Pro Single Comp. , CLIENT: #370 Dow Gray, 1/16"Th B2C Floor Manufacturer: Schluter Systems X X �R Transition Series Transition Profiles for Floors TR-1L Contact: 800.472.4588 x112 StripSchiene (Radius) AE 100-RTS-1G I11GM Rep: Jay Wray Finish: Satin Anodized Aluminum Size: 318" B2D Floor to Manufacturer: Schluter Systems X X Note: For Use Only When Burger King #5282 Wall Cove item: Co -Shaped Profile, DILEX HKU Required by CA Health Dept. 10105 SW Nimbus Ave Trim Finish: Brushed Stainles ;Contact: 800.472.4588 x112 Tigard, OR 97223 (if required Size: 3/8" 'Rep: Jay Wray Decor: Garden Grill B3A Under Manufacturer: Eurowest X X Install : Horizontal stacked bond Building Type: Custom Service Item: IRG 0624123 (rectified) CT-28G to floor - no base tile. CUSTOMER Counter, Color: Larch US (French Wood) GBMO, LLC Service Area Size: 6"x24" Eurowest Contact: 714.309.9551 SHEET TITLE: Side Wall, Grout CBP, Fusion Pro Single GR-17G Rep: Jan Deter SPECIFICATIONS or Drink Station Component, #145 Light Smoke, 1/16"Th Additional supplier(s) available Side Walls 20"D Optional Logo: Sandblasted X X per BKC Finish Schedule WORK ORDER NUMBER: Burger King B3B Tile at Manufacturer: Eurowest X X Install : Horizontal stacked bond Service item: TCG1224027SQ CT-27G to floor - no base tile. FINALS BY: . ._ - ..� _ Area Side Color: Simply Gray Honed (rectified) Eurowest Contact: 714.309.9551 & Corridor Size: 12"x24" Rep: Jan Deter DRAWN BY: Wall Grout CBP, Fusion Pro Single Comp. , GR-15G Additional supplier(s) available ADAM ALEXANDER #335 Winter Gray 1116" per BKC Finish Schedule SCALE: Grout Note: Prolite0 Premium NTS Large Format Tile Mortar, - - _ ORIGINAL DATE: Rapid Set August 16, 2019 3 B3C Accent Finish: Laminate, Nevamar, X X PL-18G Laminate at 503300 SD, Café Sienna Contact: Local Supplier PLOT DATE: de, Service Area Transition Trim: Refer to B8B TR-1 September 5, 2019 PROJECT #: 12959 -002 SHEET #: D8 . 2 El. FCC COMMERCIAL FURNITURE INC_ 8452 OLD HWY 99 N,ROSEBURG.OR 97470 USA T.800 322 7328 I F.541.673 7441 WWW FCCFURN.COM DESIGNED AND BUILT IN U S_A_ PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT.CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN Interior Building Finishes Supplier Installer I BK I Interior Building Finishes Supplier Installer I BK AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT Item Description Finish FCC Others FCC Other Codes Notes Item Description Finish FCC Others FCC Othersi Codes Notes WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. B3D Tile at Manufacturer: Eurowest X X Install : Horizontal stacked bond B11A Interior Finish: Laminate, Nevamar X X Install : Wood Grain Runs Vertically Back of Item: TCG2424027SQ CT-25G to floor - no base tile. Doors and WK0017T Venerable Old Oak (grain) PL-9G IMPORTANT Drink Station Color: Simply Gray Honed (rectified) Eurowest Contact: 714.309.9551 Frames Frames: Clear Anodized Aluminum Nevamar Contact: 877.726.6526 WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE Rep: ALL CASES. Size: 24"x24" Rep: Jan Deter Finish: Paint, PPG Rep: Contact:John Trulock DONOTSCALEOFFPLANS. CONTACT FCC COMMERCIAL g Comp. , 616.335.3259 CBP, Fusion Pro Single Com GR-15G Additional supplier(s} available Primer: 90-712 Pitt Tech PPG FURNITURE'S REPRESENTATIVE TOVERIFYANY QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 #335 Winter Gray 1/16" per BKC Finish Schedule Paint 6-1510X1, Speedhide Int/Ext WB P-4G Rep: Kevin Lastacy, klastacyppg.com �j j THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING Grout Note: Prolite® Premium Alkyd Semi Gloss Additional scapi pliers available DIMENSIONS,EQUIPMENT.FURNITURE PLACEMENT, ,/ UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. Large Format Tile Mortar, Color: Ashen per BKC Finish Schedule THE GENERAL CONTRACTOR MUST NOTIFY FCC Rapid Set COMMERCIAL FURNITURE OF ALL DISCREPANCIES B 11 B Kitchen Door: Laminate, Nevamar,m ar, X X J A for Dining id Doo AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK B4A Back of Manufacturer: Marlite X X Marlite Contact: 330.343.6621 Door & 503300 SD, Café Sienna PL-18G Finishes {� .{ /+ Contact: FCC COMMERCIAL FURNITURE HAS PREPARED THESE House Series: FRP Symmetrix, C100 G312 FRP-1G Rep: Anita Craig Frame Frame: Paint, PPG Nevamar 877.726.6526 DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK Div. ENSIONED Trim: TBD, contact Marlite (Kitchen Side Primer: 90-712 Speed Tech Rep: John Trulock OF HITECTURCCURATE ANDANS,D OMPLETEDI UNDERSTANDS ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT �7 ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT Edge Trim: TBD, contact Marlite TR 3G Only) Paint. 6-1510X1, Speedhide Int/Ext WB P-16G PPG Contact: 616.335.3259 AND/ORFURNhTURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS, 0/S Trim: A560 Satin Anodized Alum . Alkyd Semi Gloss Rep: Kevin Lastacy, Idastacyppg.com t {� Additional REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS 1!/S Trim. TBD, contact Marlite Opt+ion: I Color. Cafe Sienna - suppliers available FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. Panel Sizes: 4`x8' or 4' x 10' White Subway Tile, See B9A B12A Open Truss Not Applicable THESE CONTRACT DOCUMENTS AND THE INFORMATION Ceiling THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.ROSEBURG,OREGON,97470. 35A Wainscot Material: Marlite, Allure Panel X X Install : Wood grain runs vertically I ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE �/ COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY (Lower Wall Color: Nevamar, W F001 Mac c h i at o, X G rai n WAY,IN PART OR IN WHOLE.WITHOUT THE EXPRESS WP-2G ❑ (4' WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. Surface) WP-2G • nel Qty x 4') 37 ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN pAYmENTFOR Divider Trim AP-30N (97: 117 LF B 12 B Acoustical item: Armstrong, Cort eg a #770 X X Option to B 12A Open Truss COMMERCIALDuE FURNITURE INCES RENDERED BY FCC Edge Trim AP-28N (9): 63 LF Ceiling Size: 2' x 2' x 5/8" ANY DEVIATIONS FROM THESE DRAWVNGS FOR ANY /► REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC IPC AP-32N (9): 36 LF Tile Tile Color: Custom Color, Sepia ACT-1G Contact: 40 7.697.6768 COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR 0/C AP-34N (9'): 18 LF Grid: Prelude 15/16", Exposed Tee Rep: Louis John DEVIAREVIETIONS,CHANGES,WEDAND APPROVEDDINAODVANCEBYNS,OR LFCC NSNOT COMMERCIAL FURNITURE INC. Adhesive: By Others X X Grid Color: Custom Color, Sepia THESE DOCUMENTS REFLECT SPECIFIC SEATING AND B12C Kitchen item: Armstrong, Kitchen Zone #BP672 X X Armstrong Contact: 407.697.6768 DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW Acoustical Size: 2' x 4' x 112" ACT-2G Rep: Louis John Ceiling Tile Color: White Additional suppliers} available CLIENT: Tile Grid: Prelude 15/16" Exposed Tee per BKC Finish Schedule B6A Chair Style: FDBC084 X X Qty. (12): 48 LF Grid Color: White � Rail Material: Solid Surface, Cohan, Deep Nocturne SS-8G B12D Acoustical Not Applicable 011ic Size: 1 x 2" Ceiling Tile (:::::::1" �" B 7A Main Wall Manufacturer: Paint, PPG X X PPG Contact: 616.335.3259 (Play Area, Finish Primer: 6-4900X1 Speedhide Zero VOC Rep: Kevin Lastacy, Idastacy@ppg.com if applicable) Int. Latex Satin Additional supplier(s) available Burger King #5282 Paint 6-4310X Speedhide Zero VOC P-15G per BKC Finish Schedule B12E Drywall Not Applicable 10105 SW Nimbus Ave Int Latex Eggshell Ceiling Tigard, OR 97223 Color: Ashen (existing) Decor: Garden Grill B8A Accent Manufacturer: Pine Hall Brick X X Install : Horizontal, 50% offset, Building Type: Custom Brick Series: Thin Clad Veneer include base tile to match floor CUSTOMER Finish Color: Old Irvington BR-2G GBMO, LLC Thickness: 1/2" Pine Hall Contact: Preston Steele SHEET TITLE: Grout: Lehigh Hanson, B-12CIB-12, EGR-1G E-mail : psteelepinehallbrick.com SPECIFICATIONS Gingerbread, Ohio River Masonry Sand Additional suppliers) available B13A Soffits Finish: Paint, PPG X X Refer to RCP for GC installed Grout Contact: Carl Applebaum , Primer: 6-4900X) Speedhide Zero VOC recessed light locations WORK ORDER NUMBER: 502-523-2666, carl.appiebaum C lehiOhhanson.co m Int Latex Satin B813 Wall Tile Manufacturer: Schluter Systems X X Contact: 800.472.4588 x112 Paint 6--4310X/ Speedhide Zero VOC PPG Contact: 616.335.3259 Corner Finish: Satin Nickel Anodized Alum . TR-1 Rep: Jay Wray Int. Latex Eggshell P-5G Rep: Kevin Lastacy, Idastacy@ppg.com FINALS BY: Trim Style: QUADEC Q100AT 3/8" Color: White on White Additional suppliers} available B9A Menuboard Manufacturer: Eurowest X X Install : Horizontal, 50% offset per BKC Finish Schedule DRAWN BY: & Service item: 1318glosswhtl CT-31G ADAM ALEXANDER Area Color: White, Glossy Eurowest Contact: 714.309.9551 SCALE: Back Wall Size: 3" x 12" Rep: Jan Deter NTS Grout: CBP, Fusion Pro Single Comp. , GR-18G Additional suppliers} available ORIGINAL DATE: #543 Driftwood, 1/8"Th August 16, 2019 B 10A Window Material: Solid Surface X X Quantity: 58 LF Sills Cohan, Deep Nocturne SS-8G PLOT DATE: Thickness: 112" September 5, 2019 PROJECT #: 12959-002 SHEET #: D8 . 3 III 111111 FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N, ROSEBURG.OR 97470 USA T 800 322 73281 F.541.673.7441 1 WNM!FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT.CLIENT.CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN Interior Building Finishes Supplier Installer BK Restroom Interior Finishes Supplier Installer NOT THE ALTERCONCEPTS ORUSEDHEREIASHALL ON NOT ND BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT Item I Description Finish FCC Others' FCC Other Codes Notes Item Description Finish FCC Others FCC Other Codes NotesWRITTEN FURNITURE PFINCRMISSIONFROM FCC COMMERCIAL B14A Suspended Finish: Omnova,, 3D Laminate X X Bottom of Soffit Mounted 8" R4D Urinal Style: American Standard X X Supplier: Haines Jones & Cadbury 3D Lam Almond Cherry 508837 from Ceiling Washbrook 0.125-1 .0 gpf FloWise Contact: 1 .800.459.7099 IMPORTANT Trellis Size: 12"W x 2"H GC to install Recessed Lighting Washout Back Spud Urinal Rep: Katherine Harris WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE �* p p IN ALL CASES. Shroud/Hardware: Powdercoat, Tiger BLM 38160400, in Trellis, See LIG/L11-1 R5A Tissue Style: BOBRICK B-3888 X DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL SudanSudan Brown Dispenser Recessed Multi-Roll FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# B14B Slat Side .1 Finish: Laminate, Nevamar X X R5B Coat Style: BOBRICK B-6717 Surface X X 800.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING Laminate WZ2001T Santa Rosa Plum PL-16G Side 2 to be installed Hook Mounted Single Robe Hook, Stainless DIMENSIONS.EQUIPMENT.FURNITURE PLACEMENT, ■ UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE Soffit Side 2 Finish: Laminate, Nevamar facing windows. R5C Paper Style: BOBRICK B-359 X X THE GENERAL CONTRACTOR MUSTNOTIFY FCC IES S03300 SD, Café Sienna PL-18G Towel Disp. Recessed Mounted Towel Dispenser COMMERCIALFURNITURE ADJUSTMENTSLL PRIOR TA AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING Edge: Rehau, 592E Multiplex MEB-1G End slat at window to be R5D Baby Style: Koala Kare KB110-SSRE X X WORK. FCC COMMERCIAL FURNITURE HAS PREPARED THESE Thickness: 1-114" Thick x 4"High side I finish, both sides. Changing Finish: Stainless Steel DOCUMENTS AS ACCURATELY ASPOSSIBLE WITHTHE ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK Hardware: Powdercoat, Tiger, BLM ir, Table Optional I OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT Q` ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT 38/60400, Sudan Brown ``' ,,,, o r "`tyle. Koala Kare K62 - 0005 AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT Style: V THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. Finish: Polypropylene REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS Vestibule Interior Finishes Supplier Installer I BK R6A Floor Tile Manufacturer: Eurowest X X Install : Stacked bond FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. Item Description Finish FCC Others FCC Others' Codes Notes Item. TCG1224027SQ CT-27G Eurowest Contact: 71 4.309.9551 THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL VIA Wainscot Not Applicable Color: Simply Gray Honed (rectified) Rep: Jan Deter FURNITURE INC,ROSEBURG,OREGON,97470 (Lower Wall Size: 12"x24" A dditionaF supplier available ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE p �/ S COPIED.REPRODUCED,USED OR IMPLEMENTED IN ANY Surface) Grout: CBP, Fusion Pro Single Comp. , GR-15G per BKC Finish Schedule WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC V2A Chair Not Applicable #335 Winter Gray 1/16" Grout Note: Prolite® Premium ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC / Main Large Format Tile Mortar, COMMERCIAL FURNITURE INC V . 3A Main Wall Not Applicable Rapid Set ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY Applicable REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC Finish R6B Cove Base Item. Schluter, Dilex-AHK100AT X X Install between floor tile and COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR Profile Finish: Satin Nickel Anodized z ed Alum base tile e DEVIATIONS,CHANGES,ADDITIONS.OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC Restroom Interior Finishes Supp ier Installer I BK Trim Size: 3/8" Contact: 800.472.4588 x112 COMMERCIAL FURNITURE INC THESE DOCUMENTS REFLECT SPECIFIC SEATING AND Item Description Finish FCC Others FCC Other Codes Notes Rep: Jay Wray DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW R1A Restroom Style: Custom Trough Corian Sink X X Suppliers per BK Corporate R6C Base Tile Item: Schluter, Quadec Q100AT, 3/8" X X TR-1G Install between top of base tile Sink Finish: Solid Surface, Corian, HJC Corp. 800-459-7099 Trim Finish: Satin Nickel Anodized Alum and wall tile CLIENT: Glacier White OR Restroom Remodels Co. Size: 318" 617-500-2554 Contact: 800.472.4588 x112 �R Rep: Jay Wray X X R7A Full Height Manufacturer: Eurowest �� R1 B Faucet Manufacturer: Waterfront g ure X X Install : Horizontal stacked bond I Model: 300988 Thru Local Supplier Grey Wall item: TCG1224027SQ CT-27G Eurowest Contact: 714.309.9551 Finish: Chrome Tile Color: Simply Gray Honed (rectified) Rep: Jan Deter R2A Stall Finish: Laminate, Nevamar X X Install : Wood Grain Runs Vertically Size: 12"x24" Additional supplier(s) available Burger King #5282 Doors and WK0017T Venerable Old Oak (grain) Grout: CBP, Fusion Pro Single Comp. , GR-15G per BKr r ..' —. Schedule 10105 SW Nimbus Ave Frames Frames: Clear Anodized Aluminum PL-9G Nevamar Contact: 877.726.6526 #335 Winter Gray 1/16" Grout Note: Prolite Premium Tigard, OR 97223 Finish: Paint, PPG Rep: John Trulock Large Format The Mortar, Rapid Set Decor: Garden Grill Primer: 90-712 Pitt Tech PPG Contact: 616.335.3259 R7B Full Height Manufacturer: Eurowest X X Install : Vertical stacked bond Building Type: Custom Paint: 6-1510X1, Speedhide Int/Ext WB P-4G Rep: Kevin Lastacy, klastacy ppg.com Accent Wall Series: Sensible Stone, ED5052 CT-30G Eurowest Contact: 714.309.9551 CUSTOMER Alkyd Semi Gloss at Vanity Color: Sign Red Natural Rep: Jan Deter GBMO, LLC Color: Ashen Additional supplier(s) available (red) Size: 12"x24" Additional supplier(s) available per BKC Finish Schedule Grout: CBP, Fusion Pro Single Comp. , GR-15G per BKC Finish Schedule SHEET TITLE: R3A Wall Style: BOBRICK B-165 2436 X X Supplier: Haines Jones & Cadbury #335 Winter Gray 1/16" Grout Note: Prolite®, Premium SPECIFICATIONS Mirrors Channel Frame Mirror Contact: 1 .800.459.7099 Large Format Tile Mortar, Rapid Set WORK ORDER NUMBER: R3B Sanitary Style: BOBRICK B-353 X X Rep: Katherine Harris R7C Full Height Manufacturer: Eurowest X X Install: Horizontal stacked bond Disposal Wood-look Item: IRG 0624123 (rectified) Eurowest Contact: 714.309.9551 R3C Toilet Style: American Standard X X Wall Tile Color: Larch US (French Wood) CT-28G Rep: Jan Deter FINALS BY: Flushometer, Madera FloWise (light wood) Size: 6"x24" Additional suppliers} availably: Elongate Flushometer Grout: CBP, Fusion Pro Single Comp. , GR-15G per BKC Finish Schedule DRAWN BY: R4A Seat Style: BOBRICK B-3013 X X #335 Winter Gray 1/16" Grout Note: Prolite® Premium ADAM ALEXANDER Cover Recessed Seat Co'er Dispenser Large Format Tile Mortar, Rapid Set SCALE: Dispenser Finish: Stainless Steel R8A Ceiling Finish: Paint, PPG X X PPG Contact: 616.335.3259 NTS R4B Waste Style: BOBRICK B-3644 X X Finish Primer: 6-4900X1 Speedhide Zero VOC P-5G Rep: Kevin Lastacy, Idastacy@ppg.com Receptable Recessed Waste Receptacle Int Latex Satin ORIGINAL DATE: R4C Waste Style: BOBRICK B-3645 X X Paint 6-4310N Speedhide Zero VOC Additional supplier{s, available August 16, 2019 Receptable Recessed Waste Receptacle Int. Latex Eggshell per BKC Finish Schedule PLOT DATE: Color: White on White September 5, 2019 PROJECT #: 12959 -002 SHEET #: D8 . 4 III III FCC COMMERCIAL FURNITURE INC 8452 OLD HWY 99 N, ROSEBURG,OR 97470 USA T.800 322 7328 1 F.541 673.7441 1 VWVW FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT.CLIENT.CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL Interior Lighting Finishes Supplier Installer BfK/ NOT BE ALTERED OR USED AS CONSTRUCTION / DOCUMENTS-DO NOT REPRODUCE OR LEND WITHOUT Item Description Finish FCC Others FCC Others Codes Notes WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. [AA Accent Supplier: Nautical Furnishings X X Contact: 954.771 .1 100 Pendant Part #: SP30S-18-60D-927-03 (BK304) A Rep: Michael Hoglund IMPORTANT Lighting Finish: Cast Aluminum w/ Orange Accent WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE �y�p +} �-yIN ALL CASES (center tables) Lamp: Edison, LED, 10W V V 2700K Install bottom of pendant 6'-6" AFF DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL / / +` FURNITURE'S REPRESENTATIVE TO VERIFY ANY Li B Accent Supplier: Nautical Furnishings X X Contact: 954.771 .1100 QUESTfONABLE DIMENSIONS AT TELEPHONE# 800.322 7328 Part+ art #- B K3�y 05 B Rep: Michael Hoglund THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, Lighting Finish: Antique Bronze w/ Cage UTILITY LOCATIONS.AND CONDITIONS AT THE JOB SITE. (community Lamp: Edison LED 8W 2700K or THE GENERAL CONTRACTOR MUST NOTIFY FCC �y Refer FURNITURE OF ALL DISCREPANCIES tables) Clear Antique Style LED, 6W 2700K Refer to plans for installation heights AND/OR REQUIRED ADJUSTMENTS PRIOR TOSTARTING Recessed / X �`' 615.843.3379 WORK. L1C White Item: 4" Dia White Downlight X Contact: FCC COMMERCIALFURNITUREHASPREPAREDTHESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE Can Light Part #. Juno, SP36671-WHTRM C4w Rep: Wyatt Cul :r, Hermitage Light. ARCHITECTURAL INFORMATION PROVIDED DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED (placed in Size: 4" Downlight at GWB Email : wyattc@hlg.co ARCHITECTURAL PLANS AD ER UNDERSTANDS THAT US ME TS TO HEFINAOWLLOCATIONSOFEQUIPMENT drywall soffits) Trim: White AND/ORHEOFURNITURE SE DUE TO MAY BE REQUIRED ATS THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED �y�y�y ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. Lamyj].` 15 Watt, 3000K X Contact: TO ARCHITECTURAL OR ENGINEER DRAWINGS LID Black Item: 4" Dia Black Recessed Downlight X Contact: 615.843.3379 FOR COMPLETE AND ACCURATE DIMENSIONS OF '► BUILDING STRUCTURE Can Light Part #: SP36671-BLTRM Cob Rep: Wyatt Culr, Hermitage Light. THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL (used with Size: 4" Downlight at ACT Email : wyattc©hlg.co FURNITURE INC,ROSEBURG,OREGON.97470 ceiling tile Trim: Black ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED.REPRODUCED,USED OR IMPLEMENTED IN ANY only) WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. LIE White Item: 4" D White Recessed Wallwasher X X Contact: 615.843.3379 ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT (� �+ Cuker, PAYMENT DUE FOR SERVICES RENDERED BY FCC Wallwasher Part #: Juno, SP36671G2 D4w Rep: Wyatt Curer, Hermitage Light. COMMERCIAL FURNITURE INC. (placed in Size: 4" Wallwasher at GWB Email : wyattc@hlg.co ANY DEVIATIONS AWINGS FOR ANY REASON SHALL NOT BrEDONE WITTHESE HOUT CONSENT OFFCC { COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. soffits to Trim: # 39, White �y �y FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR highlight walls) Lamp: 12.5 Watt, 3000K DEVIATIONSWAND APPROVENGES. D IN ADV CER BY FCC REVIEWED AND APPROVED!N ADVANCE BY FGC + COMMERCIAL FURNITURE INC. L1 F Black Item: 4" 0 Black Recessed Wallwasher X X A Contact: 615.843.3379 THESE DOCUMENTS REFLECT SPECIFIC SEATING AND Wallwasher Part #: SP36671G2139C BL RFD44875 Dob Rep: Wyatt Culr, Hermitage Light. DECOR EQUIPMENT ORDERED OF DATE SHDWNBELOW (used with Size: 4" Wallwasher at ACT Email : wyattchlg.co ceiling tile Trim: Black CLIENT: only) Lamp: 12.5 Watt, 3000K Ll G Track Not Applicable CLightingto accent wall shelves in lounge,) L1H Queuing Not Applicable Burger King #5282 Area 10105 SW Nimbus Ave Lighting Tigard, OR 97223 (open truss Decor: Garden Grill only) Building Type: Custom L11 Accent Item: 2" Dia White Recessed Downlight X X Contact: 615.843.3379 CUSTOMER Trellis Part #: Juno, SP34378B-9-F1-SN G Rep: Wyatt Curr, Hermitage Light. GBMO, LLC Lighting Size: 2"W x 4-1/8" H Email : wyattchlg.co SHEET TITLE: Trim: Satin Nickel SPECIFICATIONS Lamp: 10 Watt, 3000K Cut Hole Size: 2-5/8" D L1 J Accent Item: 2"D White Recessed Wallwasher X X Contact: 615.843.3379 WORK ORDER NUMBER: Trellis Part #: Juno, SP34378A-930-F1-SN G1 Rep: Wyatt Curr, Hermitage Light. Lighting Size: 2"W x 4-118" H Email : wyattc@h1g.co (Adjustable) Trim: Satin Nickel FINALS BY: Lamp: 10 Watt, 3000K Cut Hole Size: 2-5/8" D DRAWN BY: L1 K Sconce Not Applicable ADAM ALEXANDER Light SCALE: (optional) NTS ORIGINAL DATE: Additional suppliers} available per BK Light Fixture Schedule Available at designwithbk.com August 16, 2019 Specifications are for REFERENCE ONLY and are current from the date of the last revision. See architecturals for updated PLOT DATE: information. Contact FCC immediately with any modifications to building finishes September 5, 2019 PROJECT #: 12959-002 SHEET #: D8 . 5 PLEASE PROVIDE THE INFORMATION REQUESTED BELOW 1111111111 IN CASE THERE ARE ANY QUESTIONS ABOUT DIMENSIONS . CONTACT: FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA C T.800.322.7328 I F.541.673.7441 I VVWW.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PHONE #: PROPERTY OF FCC COMMERCIAL FURNITURE A B THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR } /- 7 AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE TS HEREIN SHALL NOT BE ALTEREDPOR USED AS CONSTRUCTION DIMS ARE FROM DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT .• WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. STUD TO STUD IMPORTANT ■ I WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE DRYWALL TO DRYWALL D WALL CASES. DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY '__ R QUESTIONABLE DIMENSIONS AT TELEPHONE# .. I. -1 I I 800322.7328 V T I THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING - t I-... ,k./4. DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT. UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. — 0 , THE GENERAL CONTRACTOR MUST NOTIFY FCC i a�--.-- . 1 COMMERCIAL FURNITURE OF ALL DISCREPANCIES L. AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING - -- WORK. r I E FCC COMMERCIAL FURNITURE HAS PREPARED THESE aDOCUMENTS AS ACCURATELY AS POSSIBLE VNTH THE _ 1, t ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK - ARCHITECTURAL PLANS OWNER UNDERSTANDS THAT OF ACCURATE AND AND COMPLETE DIMENSIONED 1 ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT L �. i .- �_ — AND/OR FURNITUREREQUIRED OWNER'SEXPENSE DUE TO THEDISCREPANCIES BASED ., 7/ , - . ON ACTUAL JOB SITEDIMENSIONS AND CONDITIONS. WS2 I WS3 WS4 • REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS — - — — — FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. P -I / THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL L(7 FURNITURE INC-.ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE . COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC _ COMMERCIAL FURNITURE INC. Li) _x_ '� ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR —— DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC V- COMMERCIAL FURNITURE INC. THESE DOCUMENTS REFLECT SPECIFIC SEATING AND (Q DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW H J _I H CLIENT: oCGS 1_. X 1_ .., O cc, 1 J0 H N E o Burger King #5282 010105 SW Nimbus Ave 3 Tigard, OR 97223 o Decor: Garden Grill Building Type: Custom SILL WIDTH __ CUSTOMER WS7 .� GBMO, LLC ,) SHEET TITLE: VERIFICATION PLAN vJ j Ie ./'ret/ a/ //'=1 II,t/... Ar AI/ e/LLLLLCCLCCCLCLLLLZLICLCLCLLdI LJ i I LN o / r \ . WORK ORDER NUMBER: r r FINALS BY: E 1 WINDOW SILL & CEILING HEIGHT DRAWN BY: INDICATE HEIGHT ABOVE FINISHED FLOOR. M K ADAM ALEXANDER INDICATE DEPTH OF SILL ON INTERIOR SIDE. SCALE: J NTS ORIGINAL DATE: August 16, 2019 PLOT DATE: PLACE REQUIRED DIMENSIONS IN LETTERED BOXES . September 5, 2019 PLEASE INDICATE OR NOTIFY FCC REGARDING CHANGES PROJECT #: OR MODIFICATIONS TO THE BUILDING ; SUCH AS : 1 2959-002 DOOR LOCATIONS , VESTIBULE(S), FURRING & WINDOWS . SHEET #: D9 . 9