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Plans (381) BU P2017 - 00299 �T " FE - FOOD ESTABLISHMENTS 12 WAREWASHING 12.1 AOABINS WEE KIUSED C- CONSTRUCTION NOTES WI Jt \I\/,L\fj 0 GENERAL REQUIREMENTS: SHALL LLFOHAVEAANSIDESTL CERTIFIEDSHMETIN SINK HICH WITHFOOD AT LI ES THREE COMPARTMENTSPREPAREDOR INWHICHMULTISAND TWORVICINTEGRAL SLOPED METAL 0.1 FOOD AND UTENSIL RELATED EQUIPMENT MUST BE CLASSIFIED BY ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE)OR DRAINBOARDS, EACH AT LEAST THE SIZE OF ONE OF THE COMPARTMENTS.ADDITIONAL DRAINAGE SPACE THAT IS NOT 1 GENERAL design services, Ilc NSF STANDARDS. MAINTAIN COPIES OF MANUFACTURER'S SPECIFICATION SHEETS. NECESSARILY ATTACHED TO THE SINK MAYBE PROVIDED. THE SINK COMPARTMENTS& DRAINAGE FACILITIES MUST HAVE 1.1 THESE NOTES CONVEY MINIMUM CONSTRUCTION REQUIREMENTS AND ARE TO BE USED WHERE THE APPLICABLE 0.2 ISSUED PERMIT IS ONLY VALID FOR THE LOCATION AND TYPE OF FOOD SALE FOR WHICH IT HAS BEEN ISSUED, AND FOR SOUND METAL LEGS, AND SHALL BE LARGE ENOUGH TO ACCOMMODATE THE LARGEST UTENSIL OR PIECE OF EQUIPMENT CONDITIONS OCCUR. MORE STRINGENT REQUIREMENTS STIPULATED ELSEWHERE WITHIN THESE DOCUMENTS OR IS NEEDED IN ADDITION TO ANY DISHMACHINE.A 3 COMPARTMENTSINK THE PERSON IT HAS BEEN ISSUED TO. IT IS NONTRANSFERRABLE, AND MAY BE REVOKED OR SUSPENDED FOR A TO BE CLEANED THEREIN. WITHIN RELEVANT MANUFACTURER'S INSTALLATION INSTRUCTIONS WILL SUPERSEDE. 424 OLIVE STREET 12.2 THE TEMPERATURE OF THE WAREWASHING SOLUTION SHALL BE MAINTAINED ATA LEVEL OF AT LEAST 110°F.SPECIFIED TIME PERIOD. 12.3 3 COMPARTMENT SINK SHALL BE SEALED TO WALL AND TO INCLUDE A SPRAY NOZZLE THAT IS NOT THE ONLY WATER 1.2 UNLESS OTHERWISE NOTED,ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER MANUFACTURER'S SANTA BARBARA, CA 93101 0.3 UNLESS FOOD VENDING AND DISTRIBUTION IS EXCLUSIVELY PRACTICED AT AN OUTDOOR FACILITY(SUCH AS A FOOD INSTRUCTIONS. STAND OR OUTDOOR DINING AREA), FOOD PRODUCTION MUST BE PREPARED IN A FULLY ENCLOSED PERMANENT SOURCE AND IS ABOVE THE RIM T: 805.845.6601 STRUCTURE. 12.4 THIS SINK MUST DRAIN INDIRECTLY TO A FLOOR SINK WITH A MINIMUM 1"AIR GAP E: INFO@WINDWARDENG.COM 7 SAFETY GLAZING REQUIREMENTS �� 1 CLOTHING CHANGE/STORAGE 13 VENTILATION 7.1 GLAZING IN SLIDING AND SWINGING DOORS(EXCEPTION:WARDROBE DOORS). 1.1 A ROOM, ENCLOSURE, OR DESIGNATED AREA, SEPARATED FROM TOILETS, FOOD STORAGE, FOOD PREPARATION AREAS, 13.1 MECHANICAL EXHAUST VENTILATION SHALL BE REQUIRED AT OR ABOVE ALL EQUIPMENT TO EFFECTIVELY REMOVE 7.2 GLAZING IN STORM DOORS. PROJECT & UTENSIL WASHING AREAS, SHALL BE PROVIDED WHERE EMPLOYEES MAY CHANGE &STORE CLOTHES. NO EMPLOYEE GASES, ODORS, STEAM, HEAT, GREASE,VAPORS AND SMOKE. HOODS AND MECHANICAL VENTILATION SHALL COMPLY 7.3 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHALL STORE CLOTHING OR PERSONAL EFFECTS IN ANY OTHER AREA ON THE PREMISES. WITH ALL REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE UNIFORM MECHANICAL CODE (UMC)AS ADOPTED SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM FIRENZA TIGARD, OR BY THE LOCAL BUILDING DEPARTMENT. (SEE MECHANICAL EXHAUST VENTILATION SYSTEM PLAN CHECK DATAFORM) EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. (UNIFORM MECHANICAL CODE)CANOPY HOODS SHALL EXTEND AT LEAST 6" BEYOND ALL SIDES OF THE COOKING 7.4 GLAZING IN FIXED OR OPERABLE PANELSADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE 12280 SW SCHOLLS FERRY RD 2 DISHWASHING MACHINES GLAZING IS WITHIN A EQUIPMENT,AS MEASURED FROM THE INSIDE EDGE OF THE GREASE TROUGH IF PROVIDED. 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE 2.1 DISHWASHING MACHINES MAY BE CONNECTED DIRECTLY TO THE SEWER IMMEDIATELY DOWNSTREAM FROM A FLOOR 13.2 MAKE-UP AIR SHALL BE PROVIDED AT THE RATE OF THAT EXHAUSTED AND SHALL BE ELECTRICALLY INTERCONNECTED BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. TIGARD, OR 97223 DRAIN OR THEY MAY BE DRAINED THROUGH AN APPROVED INDIRECT CONNECTION. 7.5 WHERE GLAZING WITH PANES LARGER THAN 9 SF,A BOTTOM EDGE WITHIN 18"OF THE FLOOR,A TOP EDGE MORE 2.2 MECHANICAL MACHINE WAREWASHING SHALL BE ACCOMPLISHED BY USING AN APPROVED MACHINE INSTALLED AND WITH THE HOOD VENTILATION SYSTEM. THAN 36"ABOVE THE FLOOR,&A WALKING SURFACE WITHIN 36"HORIZONTALLY OF GLAZING. OPERATED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.A WAREWASHING MACHINE SHALL BE 13.3 TOILET ROOMS SHALL BE VENTED TO THE OUTSIDE AIR BY MEANS OF AN OPENABLE, SCREENED WINDOW,AN AIR SHAFT, ORA LIGHT-SWITCH-ACTIVATED EXHAUST FAN, CONSISTENT WITH THE REQUIREMENTS OF LOCAL BUILDING CODES. 8 DOORS&WINDOWS CLIENT MANUFACTURER PROVIDED WITH THATN INDICATESILY CLEANABLE THEE AC HINE'SLE AND AND OPERATINGATA SPECE IFICATIONS TO THE INCLUDING THENE BY THE 13.4 EVERY HOOD SHALL BE INSTALLED TO PROVIDE FOR THOROUGH CLEANING OF ALL INTERIOR AND EXTERIOR SURFACES, 8.1 UNLESS NOTED OTHERWISE,AS MUCH AS IS PRACTICABLE, TOPS OF WINDOWS ARE TO FLUSH WITH TOPS OF MANUFACTURER MACHINE'S DESIGN AND SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO, THE HOOD, FILTERS, PIPING, LIGHTS, TROUGHS, HANGERS, FLANGES, AND EXHAUST NEARBY DOORS. FIRENZA TEMPERATURESANREQUIRED FOR WASHING, RINSING,AND SANITIZING THE PRESSURE REQUIREDMSTATIONARYFOA THE FRESH WATER DUCTS. THERE SHALL BE NO GAPS WHERE HOOD MEETS WALL. 8.2 PROVIDE 3/8"MINIMUM CLEARANCE BETWEEN BOTTOM OF INTERIOR DOORS AND FINISH FLOOR HEIGHTS TO ALLOW / SANITIZING RINSE, AND THE CONVEYOR SPEED FOR CONVEYOR MACHINES OR CYCLE TIME FOR RACK 12280 SW SCHOLLS FERRY RD MACHINES. IT SHALL ALSO BE EQUIPPED WITH A TEMPERATURE MEASURING DEVICE THAT INDICATES THE TEMPERATURE FOR AIR CIRCULATION RELATED TO FAU AND VENTILATION FAN(S). / OF THE WATERAS THE WATER ENTERS THE HOT WATER SANITIZING FINAL RINSE MANIFOLD OR IN THE CHEMICAL 14 WALLS & CEILINGS 8.3 EGRESS WINDOWS REQUIRED ATALL BEDROOMS. MIN NET OPENING TO BE 5.7 SF W/MIN HT OF 24", MIN WIDTH OF TIGARD, OR 97223 SANITIZING SOLUTION TANK. 14.1 WALLS & CEILINGS OF ALL ROOMS SHALL BE OF A DURABLE, SMOOTH, NONABSORBENT, LIGHT-COLORED, &WASHABLE 20",AND SILL HT NO MORE THAN 44"ABOVE FLOOR. EXCEPTION: MIN GRADE-FLOOR NET OPENING TO BE 5.0 SF. 2.3 WHERE AN UNDER COUNTER WARE WASHING MACHINE IS USED, THERE SHALL BE TWO METAL DRAIN BOARDS, ONE FOR SURFACE. LIGHT COLORED SHALL MEAN HAVING A LIGHT REFLECTANCE VALUE OF 70 PERCENT OR GREATER. THIS SHALL 8.4 A FLOOR OR LANDING, BEING AT THE SAME ELEVATION, IS REQUIRED AT EACH SIDE OF A DOOR. EXCEPTION:WITH SOILED EQUIPMENT AND UTENSILS,AND ONE FOR CLEAN EQUIPMENT AND UTENSILS, LOCATED ADJACENT TO THE NOT APPLY TO THE FOLLOWING AREAS: BAR AREAS IN WHICH ALCOHOLIC BEVERAGES ARE SOLD OR SERVED DIRECTLY DOORS SERVING AN INDIVIDUAL DWELLING UNIT,A LANDING ATAN EXTERIOR DOOR MAY BE UP TO 7.75"LOWER THAN SHEET INDEX MACHINE. THIS REQUIREMENT MAY BE SATISFIED BY USING THE DRAIN BOARDS THATARE PART OF THE MANUAL WARE TO THE PATRONS, EXCEPT WALL AREAS ADJACENT TO BAR SINKS &AREAS WHERE FOOD IS PREPARED. AREAS WHERE TOP OF THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING. LANDINGS TO BE_>44"IN THE FOOD IS STORED ONLY IN UNOPENED BOTTLES, CANS, CARTONS, SACKS, OR OTHER ORIGINAL SHIPPING CONTAINERS. DIRECTION OF TRAVELAND z THE WIDTH OF THE DOOR OR STAIRWAYSERVED;WHICHEVER IS GREATER. WASHING SINKS IF THE FACILITIES ARE LOCATED ADJACENT TO THE MACHINE. WATERPROOF MATERIAL(FRP OR TILE) DINING &SALES AREAS. OFFICES. RESTROOMS THAT ARE USED EXCLUSIVELY BY THE PATRONS; PROVIDED, HOWEVER, EXCEPTION: LANDINGS SERVIING INDIVIDUAL RESIDENCE MUST BE z 36"IN THE DIRECTION OF TRAVEL. G001 COVER FROM COVING FULL HEIGHT OF WALL BEHIND ALL DISH MACHINES AND INTEGRAL DRAIN BOARDS. 8.5 A THRESHOLD SHALL BE NO HIGHER THAN 0.5".THRESHOLDS EXCEEDING 0.25"SHALL BE BEVELED WITH A SLOPE 2.4 HIGH TEMPERATURE WAREWASHING MACHINES MUST MEET THE UMC REQUIREMENTS FOR VENTILATION. THAT THE WALLS &CEILINGS IN THE RESTROOMS SHALL BE OF A NONABSORBENT&WASHABLE SURFACE. NOT TO EXCEED 50% A001 GENERAL NOTES 14.2 ACOUSTICAL PANELING MAY BE UTILIZED PROVIDING IT IS INSTALLED NOT LESS THAN 6 FEET ABOVE THE FLOOR.ANY PERFORATIONS SHALL NOT PENETRATE THE ENTIRE DEPTH OF THE PANEL, SHALL NOT BE GREATER THAN 1/8 INCH IN ANY 8.6 DOORS SERVING INDIVIDUAL DWELLING UNITS OR A PRIVATE GARAGE MAY OPEN ATAN INTERIOR FLIGHT OF STAIRS, 3 EQUIPMENT PROVIDED THE DOOR DOES NOT SWING OVER THE STAIRS. A101 SITE PLAN 3.1 EQUIPMENT SHALL BE PLACED ON THE FLOOR IN ONE OF THE FOLLOWING MANNERS: SIX INCH HIGH SANITARY LEGS, DIMENSION, &SHALL NOT COMPRISE MORE THAN 25 PERCENT OF THE EXPOSED PANEL SURFACE. 8.7 ELEVATIONS IN FLOOR LEVEL DUE TO FINISH MATERIALS SHALL NOT EXCEED 0.5". CHANGES IN LEVEL GREATER THAN FOUR INCH CASTERS, OR FOUR INCH HIGH ISLAND CURB TO FACILITATETHE INSTALLATION OF FOUR INCH COVE BASE 14.3 CONDUITS OF ALL TYPES SHALL BE INSTALLED WITHIN WALLS AS PRACTICABLE. WHEN OTHERWISE INSTALLED,THEY 0.5"SHALL BE RAMPED AND COMPLY WITH REQUIREMENTS OF 11B-405 OR 11B-406 AS APPLICABLE FLOORING. SHALL BE MOUNTED OR ENCLOSED SO AS TO FACILITATE CLEANING. BEVERAGE DISPENSING LINES MAY EITHER BE 8.8 UNO, DOOR HANDLES TO BE LEVER TYPE, CURVED,&RETURN TO WITHING 0.5"OF THE DOOR. 'R'&'M'OCCUPANCIES A102 FLOOR PLAN ENCLOSED IN WALLS OR FLOORS, OR IN A SEPEARATE APPROVED ENCLOSURE. LINES MUST BE TIGHTLY SEALED AT WITH UP TO 10 OCCUPANTS ARE EXEMPT ACCESSIBILITY, EGRESS& 4 FLOORS POINTS OF ENTRY INTO WALLS OR OTHER ENCLOSURES. SEALED ESCUTCHEON PLATES AT PIPE PENETRATIONS. FLOOR 8.9 EGRESS DOORS,WITH BUILDING OCCUPANT LOADS> 50, SHALL SWING OUT&OPERATE WITH 'PANIC'HARDWARE A103 SIGNAGE _ 4.1 EXCEPT IN SALES AREAS OF RETAIL FOOD ESTABLISHMENTS &AS OTHERWISE PROVIDED IN SUBDIVISION (D), THE FLOOR ENCLOSURES SUCH AS A CHASE OR RUNWAY MUST PROTRUDE AT LEAST 6" FROM THE FLOOR AND HAVE A COVED BASE. 8.10 UNO IN ENERGY REPORT OR ON PLANS, (N) FENESTRATION TO HAVE MAX U-FACTOR OR 0.38&MAX SHGC OF 0.40 SURFACES IN ALL AREAS IN WHICH FOOD IS PREPARED, PACKAGED, OR STORED, WHERE ANY UTENSIL IS WASHED, A104 RCP& FRAMING WHERE REFUSE OR GARBAGE IS STORED, WHERE JANITORIAL FACILITIES ARE LOCATED, &, EXCEPT WITH RESPECT TO 15 WATER SUPPLY AND PLUMBING 16 GYPSUM AREAS RELATING TO GUESTROOM ACCOMMODATIONS&THE PRIVATEACCOMMODATIONS OF OWNERS &OPERATORS IN 15.1 AN ADEQUATE, PROTECTED, PRESSURIZED, POTABLE SUPPLY OF HOT WATER, AT LEAST 49 DEGREES CELSIUS (120 16.1 INSTALL GYPSUM PER GYPSUM ASSOCIATION INSTALLATION INSTRUCTIONS GA-216-07,AT WWW.GYPSUM.ORG\ A501 ARCH DETAILS RESTRICTED FOOD SERVICE TRANSIENT OCCUPANCY ESTABLISHMENTS IN ALL TOILET& HAND WASHING AREAS, & IN DEGREES FAHRENHEIT), &COLD WATER SHALL BE PROVIDED. 19 PAINTS AND COATINGS EMPLOYEE CHANGE & STORAGE AREAS SHALL BE SMOOTH & OF DURABLE CONSTRUCTION &NONABSORBENT MATERIAL 15.2 INDICATE LOCATION OF THE PROPOSED OR EXISTING WATER HEATER. INDICATE BTU OR KW. SUBMIT FLOW RATE GRAPHS 19.1 ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL A502 ARCH DETAILS SHOWING REQUIRED GPM ATA 60 DEGREE RISE IN TEMPERATURE FOR TANKLESS UNITS. THAT IS EASILY CLEANED. COATINGS SUGGESTED CONTROL MEASURE,AS SHOWN IN TABLE 5.504.4.3, UNLESS MORE STRINGENT LOCAL LIMITS 4.2 THESE FLOOR SURFACES SHALL BE COVED AT THE JUNCTURE OF THE FLOOR&WALL WITH A 10 MILLIMETER (3/8 INCH) 15.3 SINKS MUST BE EQUIPPED WITH HOT AND COLD WATER DISPENSED FROM MIXING FAUCETS. ABACK FLOW PREVENTION APPLY.THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY A503 ARCH DETAILS AND OTHER EQUIPMENT. MIN RADIUS COVING& SHALL EXTEND UP THE WALL AT LEAST 10 CENTIMETERS (4 INCHES)EXCEPT IN AREAS WHERE DEVICE MAY BE REQUIRED ON WATER SUPPLY LINES TO FAUCETS WITH THREADED SPIGOTSCOATINGS CATEGORIES LISTED IN TABLE 5.504.4.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, GREASE TRAP OR GREASE INTERCEPTOR SHALL NOT BE LOCATED IN A FOOD OR UTENSIL HANDLING AREA UNLESS FOOD IS STORED ONLY IN UNOPENED BOTTLES, CANS, CARTONS, SACKS, OR OTHER ORIGINAL SHIPPING CONTAINERS. 15.4NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS,AS DEFINED IN SUBSECTIONS 4.21,4.36 AND A801 INTERIOR ELEVATIONS - 4.3 FLOOR DRAINS SHALL BE INSTALLED IN FLOORS THAT ARE WATER-FLUSHED FOR CLEANING OR IN AREAS WHERE SPECIFICALLYAPPROVED BY THE ENFORCEMENT AGENCY. THE TRAP OR INTERCEPTOR SHALL BE EASILYACCESSIBLE 4.37 OF THE 2007 CALIFORNIAAIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE,AND THE CORRESPONDING PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED. FLOOR SURFACES IN AREAS REQUIRING FLOOR FOR SERVICING. FLAT,NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 5.504.4.3 SHALL APPLY. DRAINS SHALL BE SLOPED 1:50 TO THE FLOOR DRAINS. 19.2 AEROSOL PAINTS&COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC IN SECTION 94522(A)(3)&OTHER A802 INTERIOR ELEVATIONS PLETING 1% 4.4 FLOOR SINKS, FUNNEL DRAINS, OR EQUIVALENT DEVICES SHALL BE INSTALLED TO RECEIVE DISCHARGES OF WATER OR 16 FOOD ESTABLISHMENTS SUBSTANCES, N SECTIONS 94522(C)(2)& (D)REQUIREMENTS, INCLUDING PROHIBITIONS ©)OF CALIFORNN USE OF IA AI CODE OF REGULATIONS,N TOXIC S&OONE1D7ECOMMENCING A901 RENDERINGS OTHER FLUID WASTE FROM EQUIPMENT. 16.1 ALL PERMANENT FOOD FACILITIES SHALL BE FULLY ENCLOSED IN A BUILDING CONSISTING OF PERMANENT FLOORS, WALLS AND AN OVERHEAD STRUCTURE. EXCEPTION: OUTDOOR BBQS, OUTDOOR DINING AREAS, PRODUCE STANDS AND WITH SECTION 94520; & IN AREAS UNDER THE JURISDICTION OF THE BAYAREAAIR QUALITY MANAGEMENT DISTRICT SWAP MEET PREPACKAGED FOOD STANDS. ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8 RULE 49 P101 WASTE&VENT PLAN 5.1 ALL STEAM TABLES, ICE MACHINES & BINS, FOOD PREPARATION SINKS, DISPLAY CASES, &OTHER SIMILAR EQUIPMENT 17 FOOD PREPARATION SINK THROUGH 5.504.4.4. THAT DISCHARGE LIQUID WASTE SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES, &ALL WASTES DRAINED BY 17.1 AT LEAST ONE FOOD PREPARATION SINK SHALL BE PROVIDED WITH HOT AND COLD WATER THROUGH A MIXING VALVE IN P102 WATER&GAS PLAN THEM SHALL DISCHARGE THROUGH A MINIMUM 1"AIR GAP INTO AN OPEN FLOOR SINK OR OTHER APPROVED TYPE OF20 ADHESIVES, SEALANTS AND CAULKS RECEPTOR THAT IS PROPERLY CONNECTED TO THE DRAINAGE SYSTEM. DRAINAGE FROM REFRIGERATION UNITS SHALL THE FOOD PREPARATION AREAS OF ALL PERMANENT FOOD FACILITIES FOR THE WASHING, RINSING, SOAKING, THAWING, 20.1 ADHESIVES,ADHESIVE BONDING PRIMERS ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL M001 MECH PLAN BE CONDUCTED IN A SANITARY MANNER TO A FLOOR SINK OR OTHER APPROVED DEVICE BY AN INDIRECT CONNECTION OR SIMILAR PREPARATION OF FOODS. COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES 17.2 THE SINK SHALL MEASURE AT LEAST 18" LONG BY 18"WIDE AND 12" DEEP WITH INTEGRAL DRAINBOARD OR ADJACENT WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS,AS SHOWN IN TABLES 5.504.4.1 AND 5.504.4.2. SUCH OR TO A PROPERLY INSTALLED & FUNCTIONING EVAPORATORM501 MECH DETAILS 5.2 ALL POT SINKS, SCULLERY SINKS, DISHWASHING SINKS, SILVERWARE SINKS, COMMERCIAL DISHWASHING MACHINES, TABLE MEASURING AT LEAST 18" BY 18". THIS SINK MUST DRAIN INDIRECTLY TO A FLOOR SINK WITH A MINIMUM 1"AIR GAP. PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS SILVERWARE WASHING MACHINES, &OTHER SIMILAR FIXTURES SHALL BE CONNECTED DIRECTLY TO THE DRAINAGE 17.3 IF DIPPING MOIST FOODS SUCH AS ICE CREAM OR MASHED POTATOES, THE SERVING UTENSILS MUST BE STORED IN (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND E101 ELEC PLAN&SCHEDULE SYSTEM.A FLOOR DRAIN SHALL BE PROVIDED ADJACENT TO THE FIXTURE. THE FIXTURE SHALL BE CONNECTED TO THE RUNNING WATER OF SUFFICIENT VELOCITY TO FLUSH PARTICULATES TO THE DRAIN, SUCH AS A DIPPER WELL,WHICH IS TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS SPECIFIED IN SUBSECTION 2, BELOW. SEWER SIDE OF THE FLOOR DRAIN TRAP,WITH NO OTHER DRAINAGE LINE CONNECTED BETWEEN THE FLOOR DRAIN INDIRECTLY CONNECTED TO A FLOOR SINK WITH A MINIMUM ONE INCH AIR GAP. 20.2 AEROSOL ADHESIVES,AND SMALLER UNITS SIZES OF ADHESIVES,AND SEALANT OR CAULKING COMPOUNDS(IN WASTE CONNECTION AND THE FIXTURE DRAIN. UNITS OF PRODUCT, LESS PACKAGING,WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF E102 POWER PLAN 5.3 INDIRECT WASTE RECEPTORS SHALL BE LOCATED TO BE READILY ACCESSIBLE FOR INSPECTION &CLEANING. 18 WALK-IN REFRIGERATION MORE THAN 16 FLUID OUNCES)SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, 5.4 ALL PLUMBING AND PLUMBING FIXTURES SHALL BE INSTALLED IN COMPLIANCE WITH APPLICABLE LOCAL PLUMBING 18.1 WALK-IN REFRIGERATION UNITS MUST BE CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS,TITLE E801 ELECTRICAL ELEVATIONS ORDINANCES, SHALL BE MAINTAINED SO AS TO PREVENT ANY CONTAMINATION,AND SHALL BE KEPT CLEAN, FULLY STANDARDS INSTITUTE (ANSI)ACCREDITED CERTIFICATION PROGRAM AND INFORMATION REGARDING THE INTERIOR AND 17, COMMENCING WITH SECTION 94507. OPERATIVE AND IN GOOD REPAIR. NO FLEX TUBING OR FLEX LINES20.3 5.504.4.3.2 VERIFICATION.VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST WILL BE APPROVED.ALL WASTE LINES MUST BE HARD EXTERIOR CONSTRUCTION OF WALLS AND CEILING,AS WELL AS APPROVED FINISHES MUST BE PROVIDED. OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO,THE FOLLOWING: T001 ENERGY ANALYSIS PIPED FROM THE TOP OF COUNTER TO FLOOR SINK. 18.2 AN APPROVED FLOORING MATERIAL WITH INTEGRAL FOUR(4) INCH HIGH CONTINUOUSLY COVED BASE AT THE 1. MANUFACTURER'S PRODUCT SPECIFICATION 5.5 FLOOR SINKS SHALL BE AT LEAST HALF EXPOSED OR OTHERWISE READILYACCESSIBLE FOR INSPECTION AND CLEANING. FLOORNVALL JUNCTURE PROVIDED. THE BASE MUST BE A MINIMUM 3/8" RADIUS COVE. 2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS FLOOR SINKS SHALL NOT REPRESENT A TRIPPING HAZARD. 18.3 DRAIN LINES AND ELECTRICAL CONDUIT SHALL BE MOUNTED 1"AWAY FROM THE WALLS SO AS TO FACILITATE CLEANING. 18.4 ALL WALK-IN REFRIGERATION UNITS SHALL OPEN INTO AN APPROVED FOOD HANDLING AREA. 22 ACOUSTICAL CONTROL 18.5 FLOOR SINKS ARE NOT TO BE LOCATED INSIDE WALK-IN REFRIGERATORS. 6 FOOD STORAGE 22.1 EMPLOY BUILDING ASSEMBLIES AND COMPONENTS WITH SOUND TRANSMISSION CLASS (STC)VALUES DETERMINED 6.1 EXCEPT FOR LARGE OR BULKY FOOD CONTAINERS, ALL FOOD SHALL BE STORED AT LEAST SIX INCHES OFF THE FLOOR 18.6 NO GAPS AT WALLS, MECHANICS &THERMOMETERS TO BE COVERED, GASKETS PROVIDED AT JOINTS IN ACCORDANCE WITH ASTM E 90 AND ASTM E 413 OR OUTDOOR-INDOOR SOUND TRANSMISSIONS CLASS(0ITC) OR UNDER OTHER CONDITIONS THATARE APPROVED. CONTAINERS MAY BE STORED ON DOLLIES, RACKS, OR PALLETS DETERMINED IN ACCORDANCE WITH ASTM E 1332, USING EITHER THE PRESCRIPTIVE OR PERFORMANCE METHOD IN NOT MEETING THIS HEIGHT REQUIREMENT, IF THESE ITEMS ARE EASILY MOVABLE. 19 VERMIN EXCLUSION SECITON 5.507.4.1 OR 5.507.4.2., EXCEPTION: BUILDINGS WITH FEW OR NO OCCUPANTS OR WHERE OCCUPANTS ARE 6.2 PROVIDE AN ADEQUATE SIZED ROOM OR AREA FOR DRY FOOD STORAGE. FLOOR SPACE SHOULD BE EQUAL TO 25% OF 19.1 A FOOD FACILITY SHALL AT ALL TIMES BE CONSTRUCTED, EQUIPPED, MAINTAINED,AND OPERATED AS TO PREVENT THE NOT LIKELY TO BE AFFECTED BY EXTERIOR NOISE,AS DETERMINED BY THE ENFORCEMENT AUTHORITY, SUCH FOOD AREA, MINIMUM 100 SQUARE FEET. ENTRANCE AND HARBORAGE OF ANIMALS, BIRDS AND VERMIN, INCLUDING, BUT NOT LIMITED TO INSECTS AND RODENTS. FACTORIES, STADIUMS, STORAGE, ENCLOSED PARKING STRUCTURES AND UTILITY BUILDINGS. 6.3 PREPACKAGED NON-POTENTIALLY HAZARDOUS FOODS: A PERMANENT FOOD FACILITY WITH A FOOD DISPLAY AREA OF 25 19.2 PROVIDE AIR CURTAIN DEVICES AT DELIVERY DOORS. THESE UNITS MUST BE PERMENANTLY WIRED & INSTALLED SO THAT 22.2 EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD.WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE THE DEVICE WILL AUTOMATICALLY OPERATE WHENEVER THE DOOR OPENS & MUST MEET ANSI PERFORMANCE NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL MEET A SQ. FT. OR LESS WILL BE SUBJECT TO ROUTINE INSPECTIONS AND ENFORCEMENT OF PERMIT DURING HOURS OF STANDARDS. COMPOSITE STC RATING OF AT LEAST 50 OR A COMPOSITE OITC RATING OF NO LESS THAN 40,WITH EXTERIOR OPERATION. ALL FOOD SHALL BE PROTECTED FROM CONTAMINATION IN ADEQUATE SPACE AT LEAST SIX INCHES ABOVE 19.3 ALL EXTERIOR DOORS MUST BE EQUIPPED WITH APPROVED SELF-CLOSING DEVICES, EXCEPT FOR"OUTDOOR/OPEN AIR" WINDOWS OFA MINIMUM STC OF 40 OR OITC OF 30 IN THE FOLLOWING LOCATIONS: THE FLOOR AND FOOD SHALL NOT BE STORED IN PROHIBITED AREAS. OPERATIONS OTHERWISE APPROVED BY THIS DEPARTMENT. EACH DOOR MUST BE TIGHT-FITTING & HINGED TO A SOLID 1.WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT. EXCEPTIONS: 1. LDN OR CNEL FOR MILITARY AIRPORTS 6.4 A PERMANENT FOOD FACILITY WITH A FOOD ( .)AREA ABOVE GREATER THAN 25 SQ. FT., BUT LESS THAN 300 SQ. FT. SHALL WALL, & NO DOOR STOPPERS ARE SHALL EVER BE USED. WHERE MULTIPLE SETS OF FRENCH DOORS/DOUBLE DOORS SHALL BE DETERMINED BY THE FACILITY AIR INSTALLATION COMPATIBLE LAND USE ZONE(AICUZ)PLAN. 2. LDN OF MEET ALL REQUIREMENTS NOTED IN SUBSECTION (A.)ABOVE AND SHALL FURTHER COMPLY BY PROVIDING RESTROOMS T MS ARE PROPOSED, ONE DOOR OF EACH SET MUST BE PERMANENTLY FIXED IN AN APPROVED MANNER SUCH THAT THE CNEL FOR OTHER AIRPORTS AND HELIPORTS FOR WHICH A LAND USE PLAN HAS NOT BEEN DEVELOPED SHALL BE THAT ARE CONVENIENTLY LOCATED AND ACCESSIBLE FOR USE BY EMPLOYEES DURING ALL HOURS OF OPERATION THAT HINGES ARE REMOVED &THE PERMANENTLY FIXED PANEL CAN NO LONGER OPERATE AS A DOOR, BUT MAY STILL RETAIN DETERMINED BY THE LOCAL GENERAL PLAN NOISE ELEMENT.2. WITHIN THE 65 CNEL OR LDN NOISE CONTOUR OF A MEET ALL APPROVED FINISHES FOR FLOORS, WALL AND CEILINGS. FREEWAY OR EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXED-GUIDEWAY SOURCE AS DETERMINED BY THE THE ARCHITECTURAL LOOK OF A FRENCH DOOR SET FROM THE EXTERIOR OF THE BUILDING FOR AESTHETIC REASONS. NOISE ELEMENT OF THE GENERAL PLAN. 7 HAND-WASHING FACILITIES 19.4 ALL OPERABLE WINDOWS SHALL BE SCREENED WITH NOT LESS THAN 16-MESH SCREENING. 22.3 5.507.4.1.1 NOISE EXPOSURE WHERE NOISE CONTOURS ARE NOT READILYAVAILABLE BUILDINGS EXPOSED TOA 7.1 HAND-WASHING FACILITIES SHALL BE PROVIDED WITHIN OR ADJACENT TO TOILET ROOMS &SHALL BE EQUIPPED WITH AN NOISE LEVEL OF 65 DB LEQ-1-HR DURING ANY HOUR OF OPERATION SHALL HAVE BUILDING, ADDITION OR ADEQUATE SUPPLY OF HOT & COLD RUNNING WATER UNDER PRESSURE. FACILITIES SHALL HAVE THE WATER PROVIDED 20 OUTDOOR WASTE STORAGE ALTERATIONS EXTERIOR WALLAND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MEETING A FROM A COMBINATION FAUCET, OR WATER FROM A PREMIXING FAUCET THAT SUPPLIES WATER AT A TEMPERATURE OF AT 20.1 PROVIDE A CLEANABLE AREA(CONCRETE, ASPHALT) FOR BIN OR TRASH CONTAINER STORAGE. COMPOSITE STC RATING OF A LEAST 45(OR OITC 35), WITH EXTERIOR WINDOWS OFA MIN STC OF 40 (OR OITC 30). LEAST 110 DEGREES F FOR A MINIMUM OF 15 SECONDS WHILE BOTH HANDS ARE FREE FOR WASHING. 20.2 PROVIDE A CLEANABLE AREA AND STORAGE CONTAINER(BARREL) FOR WASTE COOKING OIL. 22.4 5.507.4.2 PERFORMANCE METHOD. FOR BUILDINGS LOCATED AS DEFINED IN SECTION 5.507.4.1 OR 5.507.4.1.1 WALL 7.2 THE NUMBER OF HAND-WASHING FACILITIES REQUIRED SHALL BE IN ACCORDANCE WITH LOCAL BUILDING & PLUMBING 20.3 PROVIDE FACILITIES AND EQUIPMENT NECESSARY TO STORE OR DISPOSE OF ALL WASTE MATERIAL. AND ROOF-EILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE BUILDING OR ADDITION ENVELOPE / ORDINANCES OR ALTERED ENVELOPE SHALL BE CONSTRUCTION TO PROVIDE AN INTERIOR NOISE ENVIRONMENT ATTRIBUTABLE 7.3 HANDWASHING SINKS IN THE FOOD PREPARATION AND WAREWASHING AREAS CERTIFIED BY AN AMERICAN NATIONAL 21 GENERAL EQUIPMENT INSTALLATION TO EXTERIOR SOURCES THAT DOES NOT EXCEED AN HOURLY EQUIVALENT NOISE LEVEL(LEQ-1HR)OF 50 DBA IN STANDARDS INSTITUTE (ANSI)ACCREDITED CERTIFICATION PROGRAM. HANDWASHING FACILITIES SHALL BE SUFFICIENT 21.1 MATERIALS THAT ARE USED IN THE CONSTRUCTION OF UTENSILS AND FOOD-CONTACT SURFACES OF EQUIPMENT SHALL OCCUPIED AREAS DURING ANY HOUR OF OPERATION. 22.5 5.507.4.2.1 SITE FEATURES. EXTERIOR FEATURES SUCH AS SOUND WALLS OR EARTH BERMS MAY BE UTILIZED AS IN NUMBER AND CONVENIENTLY LOCATED SO AS TO BE ACCESSIBLE ATALL TIMES FOR USE BY FOOD HANDLERS. NOT ALLOW THE MIGRATION OF DELETERIOUS SUBSTANCES OR IMPART COLORS, ODORS, OR TASTES TO FOOD & UNDER APPROPRIATE TO THE BUILDING,ADDITION OR ALTERATION PROJECT TO MITIGATE SOUND MIGRATION TO THE HANDSINKS REQUIRED IN BOTH THE WAREWASH AND PREPARATION AREAS. NORMAL USE CONDITIONS SHALL BE SAFE, DURABLE, CORROSION-RESISTANT,AND NONABSORBENT, SUFFICIENT IN INTERIOR. 7.4 INSTALL A MINIMUM 6" HIGH METAL SPLASHGUARDS ON BOTH SIDES OF HAND WASH SINK THAT EXTENDS THE FULL WEIGHT&THICKNESS TO WITHSTAND REPEATED WAREWASHING, FINISHED TO HAVE A SMOOTH, EASILY CLEANABLE 22.6 5.507.4.2.2 DOCUMENTATION OF COMPLIANCE.AN ACOUSTICAL ANALYSIS DOCUMENTING COMPLYING INTERIOR LENGTH OF THE SINK. SURFACE, & RESISTANT TO PITTING, CHIPPING, CRAZING, SCRATCHING, SCORING, DISTORTION, &DECOMPOSITION. SOUND LEVELS SHALL BE PREPARED BY PERSONNEL APPROVED BY THE ARCHITECT OR ENGINEER OF RECORD. 7.5 HAND WASHING CLEANSER&SINGLE-USE SANITARY TOWELS OR HOT-AIR BLOWERS SHALL BE PROVIDED IN DISPENSERS 21.2 EQUIPMENT THAT IS FIXED BECAUSE IT IS NOT EASILY MOVABLE SHALL BE INSTALLED SO THAT IT IS: 22.7 5.507.4.3 INTERIOR SOUND TRANSMISSION.WALLAND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT SPACES AT, OR ADJACENT TO, HAND-WASHING FACILITIES. FACILITIES EXCLUSIVELY FOR HAND-WASHING IN FOOD PREPARATION (1)SPACED TO ALLOW ACCESS FOR CLEANING ALONG THE SIDES, BEHIND,AND ABOVE THE EQUIPMENT. AND TENANT SPACES AND PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40. NOTE: EXAMPLE OF ASSEMBLIES AREAS, THAT ARE SUFFICIENT IN NUMBER &CONVENIENTLY LOCATED SO AS TO BE ACCESSIBLE ATALL TIMES FOR USE BY (2)SPACED FROM ADJOINING EQUIPMENT,WALLS,AND CEILINGS A DISTANCE OF NOT MORE THAN (1/32"). AND THEIR VARIOUS STC RATINGS MAY BE FOUND AT THE CALIFORNIA OFFICE OF NOISE CONTROL: FOOD HANDLERS SHALL BE PROVIDED. (3) SEALED TO ADJOINING EQUIPMENT OR WALLS, IF THE EQUIPMENT IS EXPOSED TO SPILLAGE OR SEEPAGE. FLOOR- HTTP:/NVWW.TOOLBASE.ORG/PDF/CASESTUDIES/STC_ICC_RATINGS.PDF. 7.6 HANDWASHING SIGNAGE REQUIRED. MOUNTED EQUIPMENT THAT IS NOT EASILY MOVABLE SHALL BE SEALED TO THE FLOOR (ON A 4" CURB) OR ELEVATED ON 7.7 PERMANENTLY INSTALLED TOILET TISSUE DISPENSERS MUST BE INSTALLED AT EACH TOILET. (CASTERS OR LEGS)THAT PROVIDE AT LEAST A 6" CLEARANCE BETWEEN THE FLOOR AND THE EQUIPMENT. TABLE- MOUNTED EQUIPMENT THAT IS NOT EASILY MOVABLE SHALL BE INSTALLED TO ALLOW CLEANING OF THE EQUIPMENT AND 8 JANITORIAL AREA AREAS UNDERNEATH AND AROUND THE EQUIPMENT BY BEING SEALED TO THE TABLE OR ELEVATED ON LEGS THAT 8.1 PROVIDE JANITORIAL FACILITIES WITH HOT AND COLD WATERAND BACKFLOW PROTECTION IN AN AREA WITH APPROVED PROVIDE AT LEAST A FOUR-INCH CLEARANCE BETWEEN THE TABLE AND THE EQUIPMENT. GCOVED FLOOR, AS WELL AS WALL AND CEILING FINISHES. 21.3 NO FOGGING DEVICES INSTALLED AFTER JULY 1, 2007 SHALL USE A RESERVOIR FOR HOLDING WATER FOR FOGGING, BUT 8.2 A ROOM, AREA, RACK, OR CABINET SEPARATED FROM ANY FOOD PREPARATION OR STORAGE AREA, OR UTENSIL SHALL EMPLOY(POTABLE)WATER UNDER PRESSURE FOR FOGGING OR MISTING OF FOODS. PRODUCE FOGGERS SHALL WASHING OR STORAGE AREA, SHALL BE PROVIDED FOR THE STORAGE OF CLEANING EQUIPMENT&SUPPLIES, SUCH AS BE MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND CLEANED IN ACCORDANCE WITH MOPS, BUCKETS, BROOMS, CLEANSERS, &WAXES. MANUFACTURER'S SPECIFICATIONS. 8.3 PROVIDE A ONE-COMPARTMENT, NONPOROUS JANITORIAL SINK, A SLAB, BASIN, OR FLOOR CONSTRUCTED OF CONCRETE 21.4 NON-PREPACKAGED FOOD ON DISPLAY SHALL BE PROTECTED FROM CONTAMINATION BY THE USE OF CONTAINERS WITH OR EQUIVALENT MATERIAL, CURBED&SLOPED TO A DRAIN. SUCH FACILITIES SHALL BE CONNECTED TO APPROVED TIGHT-FITTING SECURELY ATTACHED LIDS, DISPLAY CASES, MECHANICAL DISPENSERS, PACKAGING, COUNTER, SERVICE SEWERAGE & PROVIDED WITH HOT&COLD RUNNING WATER THROUGH A MIXING VALVE& PROTECTED WITH A BACKFLOW LINE, OR SNEEZE GUARDS THAT INTERCEPT A DIRECT LINE BETWEEN THE CUSTOMER'S MOUTH AND THE FOOD BEING PROTECTION DEVICE,AND MAY BE REQUIRED TO BE PLUMBED DIRECTLY TO THE GREASE TRAP. DISPLAYED. DETAILED ELEVATIONS FOR SNEEZE GUARDS AND THE RELATED EQUIPMENT SHALL BE SUBMITTED. 21.5 EQUIPMENT FOR COOLING& HEATING FOOD AND FOR HOLDING COLD AND HOT FOOD SHALL BE SUFFICIENT IN NUMBER& 9 LIGHTING CAPACITY TO ENSURE PROPER FOOD TEMPERATURE CONTROL DURING TRANSPORTATION AND OPERATION. 9.1 IN EVERY ROOM &AREA IN WHICH ANY FOOD IS PREPARED, MANUFACTURED, PROCESSED, OR PACKAGED, OR IN WHICH 21.6 COLD-PLATES MUST BE CONSTRUCTED INTEGRALLY WITH AN ICE STORAGE BIN. BEVERAGE TUBING AND COLD-PLATE UTENSILS ARE CLEANED, SUFFICIENT NATURAL OR ARTIFICIAL LIGHTING SHALL BE PROVIDED. LIGHT INTENSITY IS BEVERAGE COOLING DEVICES SHALL NOT BE INSTALLED IN CONTACT WITH STORED ICE INTENDED TO BE USED FOR MEASURED ATA DISTANCE 30 INCHES ABOVE THE FLOOR AT: 540 LUX(50 FOOT-CANDLES) IN FOOD PREPARATION AREAS; FOOD OR BEVERAGES 215 (20 FOOT-CANDLES) IN UTENSIL WASH AREAS, BARS, AND RESTROOMS; 108 LUX(10 FOOT-CANDLES) IN DRY STORAGE 21.7 CALIFORNIA PLUMBING CODE 2010 EDITION-CHAPTER 6, WATER SUPPLY AND DISTRIBUTION-SECTION 604.0, AREAS AND WALK-IN COOLERS, AND WORKING SURFACES ON WHICH ALCOHOLIC BEVERAGES ARE PREPARED OR WHERE MATERIALS/604.1-ALL PIPE, TUBE,AND FITTINGS CARRYING WATER USED IN POTABLE WATER SYSTEMS INTENDED TO UTENSILS USED IN THE PREPARATION OR SERVICE OF ALCOHOLIC BEVERAGES ARE CLEANED. SUPPLY DRINKING WATER SHALL MEET THE REQUIREMENTS OF NSF 61, STANDARD FOR DRINKING WATER SYSTEM 9.2 ELECTRICAL POWER SHALL BE SUPPLIED AT ALL TIMES TO OPERATE THE APPROVED EXHAUST, LIGHTING, ELECTRIC COMPONENTS, AS FOUND IN TABLE 14-1. MATERIALS FOR BUILDING WATER PIPING AND BUILDING SUPPLY PIPING SHALL WATER HEATERS & REFRIGERATION UNITS, &ANY OTHER ACCESSORIES &APPLIANCES THAT MAY BE INSTALLED IN A BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS REFERENCED IN TABLE 6-4.ACCORDING TO TABLE 6-4, PEX FOOD FACILITY. TUBING MATERIALS ARE ADOPTED BY THE BUILDING STANDARDS COMMISSION (BSC)WITH THE CONDITION THAT: WHEN � 9.3 LIGHT FIXTURES IN AREAS WHERE FOOD IS PREPARED OR WHERE OPEN FOOD IS STORED OR WHERE UTENSILS ARE PEX TUBING IS PLACED IN SOIL AND IS USED IN POTABLE WATER SYSTEMS INTENDED TO SUPPLY DRINKING WATER TO ESSi 'Y CLEANED SHALL BE OF SHATTERPROOF CONSTRUCTION OR SHALL BE PROTECTED WITH SHATTERPROOF SHIELDS & FIXTURES OR APPLIANCES, THE TUBING OR PIPING SHALL BE SLEEVED WITH A MATERIAL APPROVED FOR POTABLE , t 'i `' SHALL BE READILY CLEANABLE. WATER USE IN SOIL OR OTHER MATERIAL THAT IS IMPERMEABLE TO SOLVENTS OR PETROLEUM PRODUCTS. PEX TUBING 9.4 DURING GENERAL CLEANUP ACTIVITIES,AT LEAST 215 LUX(20 FOOT-CANDLES)OF LIGHT, MEASURED 30 INCHES ABOVE �,. THE FLOOR, SHALL BE PROVIDED IN THE AREA BEING CLEANED, INCLUDING, BUT NOT LIMITED TO,AREAS WHERE SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM-F876-08 OR AN EQUIVALENT OR MORE STRINGENT STANDARD RENEWAL 3/31 s *�. ALCOHOLIC BEVERAGES ARE PREPARED OR SERVED. WHEN USED IN CONTINUOUSLY RECIRCULATING HOT WATER SYSTEMS AND THE PEX TUBING IS EXPOSED TO THE HOT 61155- / WATER 100% OF THE TIME.AT NO TIME IS THE USE OF PEX-AL-PEX IN A POTABLE WATER SUPPLY SYSTEM EVER ti., s1". 10 LINENS AND LAUNDERING APPROVED. NOT CURRENTLY ADOPTED BY THE BSC. FEDERAL LAW REQUIRES RETAIL FOOD FACILITIES THAT BOTTLE 10.1 ADEQUATE & SUITABLE SPACE SHALL BE PROVIDED FOR THE STORAGE OF CLEAN LINENS, INCLUDING APPAREL, TOWELS, JUICE THAT HAS NOT BEEN TREATED TO ACHIEVE A 5-LOG REDUCTION IN PATHOGENS(PASTEURIZATION IS THE MOST -1" . C;ace & CLEANING CLOTHS. COMMON WAY TO ACHIEVE THE 5-OLG REDUCTION), TO PLACE A CONSUMER WARNING LABEL ON THE CONTAINER PRIOR 10.2 ON SITE LAUNDERING IF PROVIDED TO OFFERING FOR SALE. THE LANGUAGE FOR THE WARNING IS FOUND IN 21CFR 101.17(G). PLEASE NOTE THAT THE A LINENS THAT DO NOT COME IN DIRECT CONTACT WITH FOOD SHALL BE LAUNDERED WHEN THEY BECOME WARNING ONLYAPPLIES TO BOTTLED/PACKAGED JUICE PRODUCTS AND DOES NOT APPLY TO JUICE SOLD BY THE GLASS WET, STICKY, OR VISIBLY SOILED TO CONSUMERS DATES B CLOTH GLOVES SHALL BE LAUNDRED BEFORE BEING USED WITH A DIFFERENT TYPE OF RAW FOOD OF ANIMAL ORIGIN SUCH AS BEEF, LAMB, PORK, FISH, AND POULTRY C CLOTH NAPKINS SHALL BE LAUNDERED BETWEEN EACH USE 11/2/2017 INITIAL D WET WIPING CLOTHS SHALL BE LANUDERED DAILY E DRY WIPING CLOTHS SHALL BE LAUNDRERED AS NECESSARY TO PREVENT CONTAMINATION OF FOOD AND CLEAN SERVING UTENSILS 11 RESTROOM FACILITIES 11.1 THERE SHALL BE PROVIDED CLEAN TOILET FACILITIES IN GOOD REPAIR FOR USE BY EMPLOYEES, PATRONS, GUESTS, OR INVITEES WHEN THERE IS ONSITE CONSUMPTION OF FOODS OR WHEN THE FOOD FACILITY WAS CONSTRUCTED AFTER JULY1, 1984,AND HAS MORE THAN 20,000 SQ. FT. OF FLOOR SPACE. IF THE FACILITY HAS MORE THAN 20,000 SQ. FEET OF PLOTTED: 11/10/2017 / FLOOR SPACE, THERE SHALL BE PROVIDED AT LEAST ONE SEPARATE TOILET FACILITY FOR MEN AND ONE SEPARATE T TOILET FACILITY FOR WOMEN. FOR BUILDINGS LESS THAN 20,000 SQ. FT. AND CONSTRUCTED BEFORE JANUARY 1, 2004 SCALE AS NOTED TOILET FACILITIES SHALL BE PROVIDED OR PROMINENTLY POST A SIGN WITHIN THE ESTABLISHMENT IN A PUBLIC AREA STATING THAT TOILET FACILITIES ARE NOT PROVIDED. CREATED BY: WE 11.2 THE NUMBER OF TOILET FACILITIES REQUIRED SHALL BE IN ACCORDANCE WITH LOCAL BUILDING & PLUMBING ORDINANCES. TOILET FACILITIES THAT ARE PROVIDED FOR USE BY PATRONS, SHALL BE SO SITUATED THAT PATRONS DO SHEET - NOT PASS THROUGH FOOD PREPARATION, FOOD STORAGE, OR UTENSIL WASHING AREAS. TOILET ROOMS SHALL BE SEPARATED FROM OTHER PORTIONS OF THE FOOD ESTABLISHMENT BY WELL-FITTING, SELF-CLOSING DOORS. TOILET ROOMS SHALL NOT BE USED FOR THE STORAGE OF FOOD, EQUIPMENT, OR SUPPLIES. TOILET TISSUE SHALL BE GENERAL NOTES PROVIDED IN A PERMANENTLY INSTALLED DISPENSER AT EACH TOILET. A001 1 SITE PLAN LEGEND AD AREA DRAIN WINDWAKD ® BACKFLOW PREVENTION design services, llc 13V BALL VALVE 424 OLIVE STREET • A it "' A L BIO RETENTION BASIN SANTA BARBARA, CA 93101 BRI BIO RETENTION INVERT T: 805.845.6601 S W scHOLLS FERRY ROAD _ E: INFO@WINDWARDENG.COM BRO BIO RETENTION OVERFLOW OBI BIO BASIN PROJECT CHANNEL/TRENCH DRAIN FIRENZA TIGARD, OR 12280 SW SCHOLLS FERRY RD CO CLEANOUT TIGARD, OR 97223 ACMU - - - CUT CLIENT •••+•+•••••••+++ DEMOLISH FIRENZA :•i+iRi+:+iii•.iiiiiiii 7 9-44174 - DETENTION ZONE(DZ) 12280 SW SCHOLLS FERRY RD DS DOWNSPOUT TIGARD, OR 97223 ® —MP- ,......--- _� DRAINAGE SLOPE SHEET INDEX �. ,� DRIP IRRIGATION ---- _ 0001 COVER Q _ _ _ _ _ _ EASEMENT __.. A001 GENERAL NOTES EM ELECTRIC METER X ELEVATION (DEMO} A101 SITE PLAN - Xxx-_. ELEVATION (E) A102 FLOOR PLAN A103 ACCESSIBILITY, EGRESS & -XXX ELEVATION(N) SIGNAGE ELECTRICIPHONEICATV A104 RCP& FRAMING EXCAVATE&COMPACT(E&C) A501 ARCH DETAILS 113 EX EXCAVATION DEPTH A502 ARCH DETAILS /,I fs,:W. FIBER ROLL A503 ARCH DETAILS + + + FILL A801 INTERIOR ELEVATIONS FF FINISHED FLOOR ELEVATION A802 INTERIOR ELEVATIONS % ,, FG FINISHED GRADE A901 RENDERINGS ADJACENT FH FIRE HYDRANT - P101 WASTE &VENT PLAN COMMERCIAL I GM GAS METER XM 208V13 P102 WATER& GAS PLAN ------- SPACE - G GAS PIPE M001 MECH PLAN GV GROUND VAULT I HH HANDHOLE M501 MECH DETAILS ✓v "\/v V.LANDSCAPE E101 ELEC PLAN & SCHEDULE AREA OF TENANT IMPROVEMENT-ALL OTHER AREAS NOT PART OF THIS PROJECT OVRI OVERFLOW INVERT E102 POWER PLAN (N)OUTDOOR DI - - wNING OVRHD OVERHEAD WIRES E801 ELECTRICAL ELEVATIONS ~ (N)FIRENZA PIZZA 400 s ft 1986 S• I 4 2<- PAP PER ARCH PLAN T001 ENERGY ANALYSIS PLP PER LANDSCAPE PLAN M (E) GREASE PLEB` PI PIPE INVERT INTERCEPTOR LOCATION ,�0' PP POWER POLE s 'L PROPERTY LINE (E) PARKING RP REDUCED PRESSURE 7 . 64 AC RPBP REDUCED PRESSURE! BACKFLOW PREVENTION -. J t84/ RIP-RAP TO PREVENT Ji , EROSION 0 - - _ •_ - SETBACK SMH SEWER MANHOLE Q ADJACENT S5 4.00— SEWER SANITARY cv CS) COMMERCIAL SPACE SVSHUTOFF VALVE SIDEWALK • SLT X SILT FENCE SLOPE OF GRADE 5%MIN ♦ FOR 10-FT AT FOUNDATION SI SPILLWAY INVERT SE XXX SPOT ELEVATION (E) SE XXX SPOT ELEVATION (N) SDMH STORM DRAIN MANHOLE �W` •©O STORMWATER(E) SW 4.00 STORMWATER(N) wSG SUBGRADE 44.0 TOC TOPOFCURB TOD TOP OF DECK TOF TOP OF FENCE ADJACENT COMMERCIAL TOG TOP OF GRATE — SPACE TOP TOP OF PAVEMENT {BIr.CONC.TIE.ETC} O TOW TOP OF WALL 0 UNO UNLESS NOTED OTHERWISE G Q L.0 WM WATER METER f -CW 1.00J C' WATER SUPPLY PIPI=COLD ff,�� oz., RENEWAL M1 I—HW 1.00 WATER SUPPLY PIPE HOT CO 3131(19 51155- l i WD 4.0 - WALL DRAIN Of tea, N89- 52-27E I -re - R 1P.- 555 .42 IP_ E IRI 40' _ DATES RI 11/2/2017 INITIAL MEA001/1/ CIRCLE PLOTTED: 11/10/2017 SCALE AS NOTED CREATED BY: WE SHEET 0 SITE PLAN SCALE: 1" = 30' SITE PLAN EQUIPMENT SCHEDULE \AJ 1N D`V V Jv �APLUMBING ELECTRICAL ITEM TYPE DESCRIPTION MANUFACTURER NOTES MARK QTY TYPE DESCRIPTION ROOM MANUFACTURER MODEL I i NOTESB1 BASEBOARD COVED TILE MIN 4" HIGH DALTILE SANTINO CHIARO COVE BASE 6X12 design services, Ilc CW HW DR GAS BTUH HP AMP V PH KW AC-1 1 MECHANICAL ROOFTOP GAS-ELECTRIC AIR CONDITIONING UNIT ROOFTOP TRANE YHC060F3 23.40 208 3 8.43 B2 BASEBOARD COVED TILE QUARRY 5 X 8 - USE 5X6 IF 6X6 FLOOR ALTERNATE SELECTED DALTILE ASHEN GRAY W/ 3/8" RADIUS AC-2 1 MECHANICAL ROOFTOP GAS-ELECTRIC AIR CONDITIONING UNIT ROOFTOP TRANE YHC060F3 23.40 208 3 8.43 B3 BASEBOARD COVED TILE QUARRY 12 X 8 DALTILE BAY BRIDGE TRESTLE POLYBLEND TABACCO BROWN SANDED GROUT 424 OLIVE STREET AMP 1 AUDIO COMMERCIAL AMPLIFIER FOOD PREP MUZICRAFT TBD 0.10 120 0.02 CL1 CEILING TYPE FLAT, 5/8" GYPSUM, CATS PAW FINISH FE-14-A001 BEER 1 APPLIANCE DRAFT BEER COOLER,FRONT BREATHING FOOD PREP CONTINENTAL REFRIGERATOR KC50 1/3 3.77 120 1 0.45 SANTA BARBARA, CA 93101 BLND 1 -EQUIPMENT BLENDER FOOD PREP TBD TBD 2.2 11.50 120 1 1.38 CL2 CEILING TYPE T-BAR CEILING, 2X2, WITH WASHABLE VINYL TILES ARMSTRONG KITCHEN ZONE #673 FE-14-A001 T: 805.845.6601 CAB1 1 FURNITURE POS CABINET 2-3 X 1-6X2-10 FOOD PREP CUSTOM FAB0.00 0.00 CL3 CEILING TYPE T-BAR CEILING, 2X2, WITH ACOUSTIC TILES ARMSTRONG ULTIMA#1910 FE-14-AO01 E: INFO@WINDWARDENG.COM CAB2 1 FURNITURE POS CABINET 6-0 X 1-6 X 2-9 114 FOOD PREP CUSTOM FAB 0.00 0.00 CT1 COUNTERTOP BLACK QUARTZ - MAKE LINE WORK SURFACES CAESARSTONE 3100 JET BLACK _118" RADIUS EDGE DETAIL CAB3 1 FURNITURE EXPO CABINET 7-3 X 1-6 X 2-9 1/4 FOOD PREP CUSTOM FAB 0.00 0.00 CAB4 1 FURNITURE BEVERAGE COUNTER FOOD PREP CUSTOM FAB 0.00 0.00 --- FL1 FLOORING TILE, 12X24, NON-SLIP IN RUNNING BOND PATTERN DALTILE BAY BRIDGE TRESTLE POLYBLEND TABACCO BROWN SANDED GROUT PROJECT CO2 4 'EQUIPMENT CARBONATOR FOOD PREP 'BY SODA VENDOR 0.00 0.00 FL2 FLOORING TILE, QUARRY, 8X8, NON-SLIP, SLOPE TO FLOOR DRAIN - 6X6 ALTERNATE OKAY DALTILE ASHEN GRAY POLYBLEND NATURAL GRAY SANDED GROUT + TILE SEAL DRYR 1 APPLIANCE LAUNDRY GAS DRYER FOOD PREP TBD TBD 3/4" 15.00 120 1 1.80 -J G1 GLASS 22" HEIGHT SNEEZE GUARD CANTED @ 10 DEGREES GLASSDIVIDER.COM C102 FIRENZA TIGARD, OR DS 7 FURNITURE DRY STORAGE SHELVING 24X45 ON CASTERS FOOD PREP METRO BR SERIES 0.00 0.00 DUCT 1 MECHANICAL 8"0 INSIDE TYPE HT DBL WALL PIZZA DVN VENT DUCT FOOD PREP JEREMIAS DWKL 0.00 0.00 P1 PAINT PAINT, INTERIOR, EGGSHELL GLIDDEN LINEN WHITE 12280 SW SCHOLLS FERRY RD DVDR 1 EQUIPMENT DOUGH DIVIDER ROUNDER FOOD PREP UNIVEX DR14 _112 5.20 120 1 0.62 --- P2 PAINT PAINT, INTERIOR, SEMI-GLOSS GLIDDEN LUMINARY YELLOW TIGARD, OR 97223 DW 1 APPLIANCE DISHWASHER UNDERCOUNTER FOOD PREP CMA L-1X16 112" 1" 16.00 120 1 1.92 P3 PAINT PAINT, INTERIOR, SEM! GLOSS GLIDDEN MIDNITE HOUR EF-1 1 MECHANICAL ROOF MOUNTED EXHAUST FAN WI BACK-DRAFT DAMPER ROOFTOP GREENHECK GB-081 114 15.00 120 1 1.80 EF-2 1 MECHANICAL ROOF MOUNTED EXHAUST FAN WI FAN SPEED CONTROL ROOFTOP EXHAUSTO GSV012 6.40 120 1 0.77 P4 PAINT SEAL GYP BD WITH DARK PRIMER TBD FCTM 1 PLUMBING SERVICE FAUCET MOP FOOD PREP KROWNE 16-127 112" 1/2" 0.00 1 0.00 S1 STAIN INTERIOR STAIN, SEMI-GLOSS CLEAR MINWAX DARK WALNUT 2 COATS CLEAR O/ 1 COAT STAIN OI PINE SANDED W180 GRIT CLIENT FCTP I PLUMBING MIXING FAUCET FOOD PREP JOHN BOOS PBF-12-SLF-X 1/2" 1/2" 0.00 0.00 S2 STAIN INTERIOR STAIN, SEMI-GLOSS CLEAR MINWAX GOLDEN PECAN 2 COATS CLEAR 0/ 1 COAT STAIN 0/ 1 COAT CONTROLLER _ FCTW 1 PLUMBING FAUCET FOOD PREP T&S BRASS B-0231 1/2" 1/2" 0.00 0.00 FE I FERE PORTABLE 2A10BCFIRE EXTINGUISHER,SEMI-RECESSED CAB DINING KIDDE PRO 210 OR EQUIV 0.00 0.00 S3 STAIN INTERIOR STAIN, SEMI-GLOSS CLEAR MINWAX GOLDEN OAK 2 COATS CLEAR 011 COAT STAIN 0/ PINE SANDED W/ 80 GRIT FIRENZA - FE 1 FIRE PORTABLE 2A1OBC FIRE EXTINGUISHER,SEMI-RECESSED CAB FOOD PREP KIDDE PRO 210 OR EQUIV r 0.00 0.00 Ti TILE TILE, SUBWAY, 3X6, SEMI GLOSS DALTILE RITTENHOUSE SQUARE ARCTIC WHITE POLYBLEND SNOW WHITE SANDED GROUT 12280 SW SCHOLLS FERRY RD FEK 1 FIRE PORTABLETYPE K FIRE EXTINGUISHER FOOD PREP KIDDE PRO 25074 OR EQUIV 0.00 0.00 T2 TILE TILE, SUBWAY, 3X6, MATTE DALTILE RITTENHOUSE SQUARE VERMILLION POLYBLEND SNOW WHITE SANDED GROUT TIGARD, OR 97223 FLTR 1 PLUMBING PLANC DISPLAY WATER FRER EZER ASSEMBLY FOOD PREP EVERPURELLEN24-21 3/4" 0.001 0.25 - 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FLOOR PLAN 0 PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" SIGNAGE LEGEND SYMBOL DESCRIPTION WI NDWAKD AP ACCESSIBLE PARKING SIGN designservices, IIC AS ACCESSIBILITY SYMBOL SIGN 424 OLIVE STREET ASL ACCESSIBILITY PATH TO LEFT SIGN SANTA BARBARA, CA 93101 T: 805.845.6601 ASR ACCESSIBILITY PATH TO RIGHT SIGN E: INFO©WINDWARDENG.COM EXIT ILLUMINATED EXIT SIGN PROJECT FE FIRE EXTINGUISHER RATED 2A1OBC FIRENZA TIGARD, OR FEK FIRE EXTINGUISHER RATED 40BC OR K 12280 SW SCHOLLS FERRY RD MRD MEN'S RESTROOM DOOR SIGN TIGARD, OR 97223 OCC OCCUPANT LOAD SIGN TE TACTILE "EXIT" SIGN CLIENT TER TACTILE "EXIT ROUTE" SIGN FIRENZA TERD TACTILE "EXIT RAMP DOWN" SIGN 12280 SW SCHOLLS FERRY RD TIGARD, OR 97223 TERU TACTILE "EXIT RAMP UP" SIGN TESD TACTILE "EXIT STAIR DOWN" SIGN SHEET INDEX TESU TACTILE "EXIT STAIR UP" SIGN 0001 COVER TTE TACTILE "TO EXIT" SIGN A001 GENERAL NOTES UPS UNAUTHORIZED PARKING SIGN ---- A101 SITE PLAN URD UNISEX RESTROOM DOOR SIGN A102 FLOOR PLAN WRD WOMEN'S RESTROOM DOOR SIGN - A103 ACCESSIBILITY, EGRESS& VAP VAN ACCESSIBLE PARKING SIGN SIGNAGE 'r- — — --i A104 RCP& FRAMING MINIMUM CLEAR AREAS REQUIRED A501 ARCH DETAILS 11 A502 ARCH DETAILS A503 ARCH DETAILS A801 INTERIOR ELEVATIONS A802 INTERIOR ELEVATIONS AF- ASSEMBLY FACILITIES ACCESSIBILITY NOTES - _-_..-- -_-_. A901 RENDERINGS 1 DINING, BANQUET & BAR FACILITIES P101 WASTE & VENT PLAN 1.1 EACH AREA WHERE A DIFFERENT TYPE OF FUNCTIONAL ACTIVITY OCCURS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES P102 WATER&GAS PLAN 1.2 PROVIDE AT LEAST 1 WHEELCHAIR SPACE FOR EACH 20 SEATS 1.3 PROVIDE AT LEAST 1 WHEELCHAIR FOR EACH FUNCTIONAL AREA f ?: g 1.4 SPACE(S) REFERENCED ABOVE SHOULD BE INTEGRATED WITH GENERAL SEATING TO AVOID HAVING ONE �".. - a ' s h =, M001 MECH PLAN AREA SPECIFICALLY HIGHLIGHTED AS THE AREA FOR PERSONS WITH DISABILITIES :, - ;3 : - . '_ : .4.'i'`. -r _ * :,. , . WV:;:1;'• ''; M501 MECH DETAILS 2 FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS 2.1 THE TOPS OF TABLES & COUNTERS SHALL BE 28" TO 34" ABOVE THE FLOOR OR GROUND FOOD PREF = = E101 ELEC PLAN&SCHEDULE 2.2 IF SEATING FOR PERSONS WITH WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES Occu a1 c - 7 • . ,�•ii ::,:: ; ::: �z ::. : f;: : ;;:tib: AT LEAST 27" HIGH, 30" WIDE, & 19" DEEP SHALL BE PROVIDED °� '• '""�" ' 44- E102 POWER PLAN :� .`.F r•r,+w,•.rs•r,..•:::,.Sy�:r•:�•4r:irr•rr u,,y,:•i•� 2.3 IF SEATING FOR PERSONS WITH WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR L�• '•, SPACE SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN ; DINING s � E801 ELECTRICAL ELEVATIONS 19" ': sq !:::::447;44.: w:� "r ' ' + Occupancy i:•s:,—M T001 ENERGY ANALYSIS LY � '�••; III: HiI INIP I:MO :ui:w . l9 — �: 3sq .13 Occupp19acy: �� IAEn] PLAN NORTH 61.) EG- TACTILE EXIT SIGNS EGRESS OCCUPANCY AREAS SCALE: 118" = SEE SIGNAGE DETAILS 3-A501 - TACTILE EXIT SIGNAGE 1.0 PROVIDE A TACTILE EXIT SIGN AT EACH DOOR LOCATION LABELED AS AN EXIT ABOVE. 2.0 IDENTIFICATION SIGN CONTAINING 2" HIGH SANS SERIF UPPER CASE CHARACTERS WITH THE WORD "EXIT", ACCOMPANIED BY GRADE 2 BRAILLE BELOW. 3.0 MINIMUM 6" HIGH FIELD WITH NON-GLARE DARK GREY BACKGROUND AND WHITE GRAPHICS. 4.0 CHARACTERS SHALL BE RAISED 1132". GENERAL NOTES - 5.0 CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT, CENTERED. KEYNOTES - 6.0 BRAILLE SHALL BE PLACED 3/8" - 1/2" DIRECTLY BELOW TACTILE CHARACTERS. 7.0 BRAILLE DOTS SHALL. BE 1110" ON CENTER IN EACH CELL WITH 2110" SPACE BETWEEN CELLS, MEASURED FROM G01 ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OFA KEY K01 TABLE CLEARANCE REQUIREMENTS PER 7-A501 -TABLE-ACCESSIBLE OBSTRUCTED REACH THE FIRST COLUMN OF IN THE SECOND CELL. OR SPECIAL KNOWLEDGE. PROVIDE PANIC HARDWARE FOR ALL EXIT K02 LOCKER -AT LEAST ONE SPACE MUST MEET ACCESSIBLE REQUIREMENTS. FOR SIDE APPROACH. THE MAX HIGH 8.0 DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND AND SHALL BE DOMED OR ROUNDED. DOORS EXCEPT THE MAIN ENTRY SHOULD BE PROVIDED WITH LOCK OR SIDE OPERATIONAL HARDWARE AND STORAGE SHALL BE 48"AND THE LOW SIDE SHALL BE 15". THE HARDWARE 9.0 IDENTIFICATION SIGNAGE FOR SANITARY FACILITIES SHALL BE CENTERED HORIZONTALLY ON THE DOOR ATA LATCH WITH A SIGN STATING'THIS DOOR TO REMAIN UNLOCKED WHEN SHALL BE OPERABLE WITH 1 HAND AND REQUIRE A FORCE NO GREATER THAN 5 LB. TOUCH LATCHES AND U- HEIGHT OF 60 INCHES ABOVE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE CENTER OF THE BUILDING IS OCCUPIED' SHAPED PULLS ARE ACCEPTABLE SYMBOL. G02 DEAD END CORRIDORS ARE LIMITED TO 20 FEET EXCEPT FOR GROUP B K03 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.0 WHERE PERMANENT SIGNS ARE PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE AND F OCCUPANCIES IN SPRINKLERED BUILDINGS WHERE 50 FEET IS K04 CLEARANCE REQUIREMENTS PER 6-A501-COUNTER-ACCESSIBLE OBSTRUCTED REACH WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, ALLOWED. A DEAD END CORRIDOR SHALL NOT BE LIMITED IN LENGTH K05 ACCESSIBLE RESTROOM. FAUCET TO BE ACCESSIBLE SELF CLOSING TYPE. TOILET WITH ACCESSIBLE SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT WHERE THE DEAD END CORRIDOR IS LESS THAN 2.5 TIMES THE LEAST COMMERCIAL FIXTURE (ELONGATED WITH OPEN FRONT SEAT). REFER TO 1-A501 PLUMB-ACCESSIBLE TOILET SHALL BE SUCH THAT THE BASELINE OF THE LOWEST BRAILLE CELLS ARE AT LEAST 48 INCHES ABOVE THE WIDTH OF THE DEAD END CORRIDOR ACCESSORIES, 8-A501 PLUMB-ACCESSIBLE LAVATORY, & 5-A501 PLUMB-ACCESSIBLE DISPENSING FIXTURES FOR FINISHED FLOOR ELEVATION& THE BASELINE OF THE HIGHEST CELLS ARE NO MORE THAN 60 INCHES ABOVE G03 DOOR THRESHOLD PER CONSTRUCTION NOTES C-3.5-A001. THE FLOOR OR TYPICAL ADA COMPLIANCE DETAILS. GENERAL PLUMBING FIXTURE REQUIREMENTS PER (P-11-A001)AND 2-A501- THE A501THE FINISH FLOOR. MOUNTING LOCATION SHALL BE DETERMINED SO THATA PERSON MAY APPROACH WITHIN 3 LANDING SHALL NOT BE MORE THAN 112" LOWER THAN THE THRESHOLD OF PLUMB ACCESSIBLE RESTROOM, IN-SWING DOOR INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOORWAY PER CBC 1133B.2.4.1. GENERAL DOOR OPERATION THE DOOR. REQUIREMENTS PER 4-A501 - DOORS & GATES (ACCESSIBLE) EXIT SIGN TO BE WIRED WITH BATTERY BACKUP AND HAVEA MINIMUM INTENSITY OF 5-FOOT CANDLES. BATTERY BACKUP TO PROVIDE AT LEAST 90 MINUTES OF ILLUMINATION WITH PRIMARY POWER LOSS 1 8'-0" 12'-6" / 40'-7" it - _ — -- I 7 ...farr_ v L,_i ,r t 1 i4-- f'r . I: . 0 i( 1 — — QII // PIZZA OVEN` f 44"MIN.WIDTH . r il i € I I -44 r cLI r ! I 30X48 I I 30X48 I I 30x48 I Is. WALK-IN ' 2 j . a ' � - - - I I I O ••• ,Yx Id .L it '61 1 ' d - K02�1 r '' / A -�. w L I I • , I I Ei r r r . „///7 <\\\ ! ' f L A. sr KO4 `�I�ii a1 'CANTER. -CANTER EM I Ff.;rAlir34 COUNTER HT j/- r111/1\ ' ''' ' :tilei 'j ' I!Igrog _ OUTDOOR DINING — E_ I% ��I csi yR3Ew9L I / - k. . / rd ,- „ 33"TABLE TOP HT „ — /'_ „j I r I I 41�0 sq ftp — — s5, ii L 7 0000 K03 --.1 ,y` I FE r _..,....�.__.._ K031X48.... FEK �/ 34X48 -- A FLA AI 1 – j ��' �'OF Cp�1.tF�'_ L J ii I ? L-' J �_� V r," 4‘1,/4tre"-oi. 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FIRENZA S ------ -.--- Ili J FERRY RD • 3 • 12280 SW SCHOLLS • L ®• • i ®__ ® _ TIGARD, OR 97223 i -----LL- • - •v.-.- �_ SHEET INDEX NA i I f , 1>< ! 1® -- _ --- - _ _ 1 COVER I i I 1ft - • n �n • HALL -... G00 I ° I • — • • • A001 GENERAL NOTES • • 74fi f I • - I I • IL0 A101 SITE PLAN ! , • • __.... 177 --------;-- -- -- -- ------ � A102 FLOORPLAN f 1 \ ! � 3 • • g • • _ E -- MEN • • • ! i A103 ACCESSIBILITY, EGRESS & EN'S • f WaM 's • i • • • SIGNAGE o OFFICE H' C E_I $' CLG ------------- A104 - .-_.-- o re • �_____ I •IP --- A10 P & FRAMING « REOTROOMS 0 � � 4 R REWA' 150 sq f A501 ARCH DETAILS n n • 1 • I - -- -- _. .... — — — — _.....__• A502 ARCH DETAILS 1 f I - - - f [ EM�r A503 ARCH DETAILS I• I �� PLAN NORTH A801 INTERIOR ELEVATIONS ); A802 INTERIOR ELEVATIONS I -- `'�_.1- A901 RENDERINGS REFLECTED CEILING PLANCI P101 WASTE &VENT PLAN SCALE: 114" = 1'-0" P102 WATER & GAS PLAN GENERAL NOTES - KEYNOTES - M001 MECH PLAN G01 UNO, ALL PARTITIONS TO BE FRAMED WITH LIGHT-GAUGE STEEL PER 6-A503. 4" K01 T-BAR CEILING PER FINISH SCHEDULE, WITH HEAVY-DUTY SYSTEM, INSTALLED PER M501 MECH DETAILS NOMINAL WALLS WITH A 12'-7" MAX HT TO USE 400S125-43 STUDS MIN. 6" ARMSTRONG'S INSTALLATION INSTRUCTIONS FOR SEISMIC ZONES C THRU E NOMINAL WALLS WITH A 14'-4" MAX HT TO USE 6005125-27 STUDS MIN. UNO PER K02 LIGHT GAUGE STEEL FRAMING @ CEILING JOISTS. UNO, STUDS TO BE 6 X 1.37", 33 MIL. E101 ELEC PLAN & SCHEDULE PLAN, WALL ANCHORAGE TO BE 0 0.145" POWDER DRIVEN PINS W/MIN 1 114" UNO, CEILING JOISTS TO BE 6 X 1.62, 43 MIL PENETRATION INTO CONCRETE. SPACE POWDER DRIVEN ANCHORS AT 32" OC, K03 LEDGER PER 14-A502 FRMNG-LEDGER LT GAUGE CONNECTIONS. LEDGER TO BE 6" X 1.5" E102 POWER PLAN AND A MAXIMUM OF 9" FROM ENDS. USE LOW VELOCITY DN FASTENERS BY TRACK, 54 MIL, ATTACH TO CONCRETE WALL WITH 0 3/16 X 1-1/2" TAPCON @ 24" OC HILTI (ICBO REPORT#2388), OR 1510 OR 1512 FASTENERS BY RAMSET (ICBG K04 LEDGER PER 14-A502 FRMNG-LEDGER LT GAUGE CONNECTIONS. LEDGER TO BE 6" X 1.5" E801 ELECTRICAL ELEVATIONS REPORT #1639), OR OTHER APPROVED EQUAL (ICBO REPORTS ARE REQUIRED) TRACK, 54 MIL, ATTACH TO STEEL STUDS WITH 2 - #10 SELFTAPPING G02 PARTITIONS TO BE SHEATHED WITH 5/8" TYPE X GYPSUM WALLBOARD. K05 STL POST @ 6' OC MAX PER 19-A502 - STL-PARTITION WALL POST TO MASONRY ATTACHED TO STEEL STUDS WITH 1" TYPES DRYWALL SCREWS. SCREWS TO K06 LT GAUGE STL SUPPORTS @ 4' OC. ATTACH TO WD TRUSS T001 ENERGY ANALYSIS BE 8" OC AT OUTSIDE VERTICAL EDGES & 12" OC AT INTERIOR STUDS - K07 ATTACH VERTICAL 5/8" GYP BD TO SUPPORTS BTWN CJ AND TRUSS A ` A ' B ) A 104 `� t ___ _- 1 i • - I ! , I I 1I '1 • • II I i - 1__- I R K07 K06 } _ _ I • 1 AI A 104 1 T I I inimiami*■ :i- _�I� 104 `J [-------- -- .. .__.,.,__ __"____ L -- ---.,... --- ...- F 1 .-`-- - ..L im I> tat o Ai■ 1 �� -•II i • E ; ... .. , i GE. �I 1�,1 II I I 1 I 1� I �L E, a : F -s _ T ! I KO5 I• I ! • I 7 1' ! • IT TOW FRMNG 38.25" _ • IUI 1 II I I I I i I I K06 , ! I <_- ^I r ; 1 I 1 , E / 1 r Y I r : 1 1 1 , I ! ! + I I • I ' TOW FRMNG 33.25" I I I. • K01 I • ___ t__.--_. . _. _ t r ; ii • mm IjiI _ _ _— _---- 1 MI ► i I i 1 (E.) TRUSSES K04 -F" , -"`_-""- r - _',,. • - -- --_ice I �.. 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A ) A 104 ( B� \._-/ 2 FRAMING PLAN NOT TO SCALE (//4--c;N-- 49 RENEW�� 3!31!1 6 1 i 61155. 7 ! r KEYNOTES- Oh -��' i • • r K01 SUSPEND CEILING FROM TRUSS ABOVE 17 4.°F CALF V V\� i i\i‘/ \i APAiV\h',i\G\G'a\AAir0//�//V' \l\/\r\/\ r, \A\AAVI/U VUVV\AA/U U U V %VVVV\A /l e e e e s • s a s e • s e K01 . �._.-_ . ___ _-_.€_ DATES E • I I 1 J ( -- I - II - — 11/2/2017 INITIAL ' 1 KEYNOTES- 8 �' U n IL II II >l u I u u II n u n o Q , . — - I — K01 SUSPEND CEILING FROM TRUSS I t' ABOVE -� 7.N- 1 ri o . _ _ , ... . _7_,_ , —... . . ii._, , f.........„.„ ,..i..„ ...., :„............ ........„, , „:. - J_- _ -, , , ,,, i I , ,. � r ,.:.:,: , o „........7..., , , . . _ 1,..:,,::,- ,.. ,rI1 I I ' ,,..1 ' PLOTTED: 11/10/2017 melpir__� _=��__ - 11 __ ( SCALE AS NOTED _ iii . _ i_ f CREATED BY: WE I Ilii �� I III II� iMM II. I - oJ t1. SHEET A. L—: �- • L� ( A) 1 RCP & FRAMING SECTION A SECTION SCALE: 1/4" = 1'-O" SCALE: 114" = 1'-O" WINDWAKD design services, IIc FF 424 OLIVE STREET 07 X 07 08 SANTA BARBARA, CA 93101 2 114"MAX 2 VERTICAL EDGE 2 2 T: 805.845.6601 ;A' SQUARE MIN 1 V 14 08 FFcvr 114"MAX `1 N E: INFO©WINDWARDENG.COM 1/4 MAX VERTICAL EDGE I. \ VERTICAL EDGE '%'��y�� /��/;r _ - EX I T N 9" CONDITIONS VARY CONDITIONS VARY PROJECT �. � '�-i R / CLR / THRESHOLDS N 00 O° 00 o0 - �. FIRENZA TIGARD, OR 17 18" 18" MIN / , \ 00 0 _ I — _ xl ' r I Z 12280 SW SCHOLLS FERRY RD 12" MIN r� w X A 4, 32"MIN , 09 . \ I o �- TIGARD, OR 97223 / 1'-11718" I, n W W 24"MINI `° -/ t 77 \ J J 2 % CLIENT U J '06 32" MIN 24"MIN ,- „e______n60" MIN ° 11 i < Q HrX \ I- H m bI F I FIRENZA w CD w o 0 05 L J 12280 SW SCHOLLS FERRY RD _1 rO z / z O zip p � \ I T p • T TIGARD, OR 97223 54" MIN ❑ z u 010 I ,� DOORTI ELEVATION LATCH SIDE APPROACH 16" - 18" 42" MIN 2" MAX/ 1-- § =- �in \\IQ f „ co <I< I 1� 1 J O T - - - - I p –r_._ - fi0 MIN _ SHEET INDEX Lu J �0_ ao x I I Q I J _ n I 0—4 G001 COVER „ MIN 24" MIN 1] ? .>< 1 m Q CO b I . 04 \ - �_ c r q \ a \ re4 ////J//,N ,1 O 0 \\ o� \\ 36"MINI GO A001 GENERAL NOTES I 01 cam• I _ -� \ / 32"MIN32"MIN A101 SITE PLAN 0'9Ulli ❑ a \ ` / ` 0 0p I 71E72 122"MIN 03 01 ,. 1 , . , cn* 1 1 I I - A102 FLOOR PLAN En ir b- . "' 24" MIN L 17" TO 19" o ` L _ _ L - - – – _I A103 ACCESSIBILITY, EGRESS & - / 32" MIN CLR 30" x 48" CLEAR GENERAL NOTES- FRONT APPROACH HINGE SIDE APPROACH SIGNAGE \ \ \ o FLR SPACE GENERAL NOTES- A104 RCP & FRAMING 51 THIS DETAIL ILLUSTRATES TYPICAL CODE REQUIREMENTS &IS PROVIDED FOR REFERENCE PURPOSES ONLY.ACTUAL -- 51 CHARACTERS SYMBOLS & THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS & CONDITIONS MAY VARY. PLEASE NOTIFY THE DESIGNER OF CONDITIONS THAT CONFLICT WITH THIS DETAIL A501 ARCH DETAILS SYMBOLS SHALL CONTRAST WITH THE BACKGROUND 52 CLEAR WIDTH- A) OPENINGS UP TO 24"DEEP-32"MIN WIDTH MEASURED BETWEEN EDGE OF DOOR/GATE AT 90°POSITION TO STOP - GENERAL NOTES- 52 CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPER CASE B) OPENINGS>24"DEEP SHALL PROVIDEA36"MINWIDTHASDESCRIBEDABOVE A502 ARCH DETAILS "O" IS BETWEEN 60%AND 110% OF THE HEIGHT OF THE UPPERCASE LETTER "I" FROM THAT FONT C)MAX 4"PROJECTIONS ALLOWED TO ENCROACH INTO REQUIRED CLEAR WIDTH FROM 34"TO 80"ABOVE FINISHED FAMILY FLOOR ELEVATION. UNLIMITED ABOVE 80" 51 THIS DETAIL ILLUSTRATES TYPICAL CODE REQUIREMENTS & IS PROVIDED FOR 53 THE FLOOR OR LANDING ON EACH SIDE OF EXIT DOORS. EXTERIOR LANDINGS MAY SLOPE AWAY FROM DOOR(2%MAX) A503 ARCH DETAILS REFERENCE PURPOSES ONLY. ACTUAL CONDITIONS MAY VARY. PLEASE NOTIFY GENERAL NOTES - 53 CHARACTER STROKE (LINE THICKNESS) WIDTH:HEIGHT RATIO BETWEEN 1:5 & 1:10 (MEASURE BY THE 54 ELEVATIONS IN FLOOR LEVEL DUE TO FINISH MATERIALS SHALL NOT EXCEED 0.5°. THE DESIGNER OF CONDITIONS THAT CONFLICT WITH THIS DETAIL UPPERCASE LETTER 'I' 55 MIN SPACE BETWEEN TWO HINGE OR PIVOT DOORS IN SERIES IS 48", PLUS WIDTH OF DOOR SWINGING INTO THIS SPACE - 54 EMBOSSED TEXT TO BE UPPERCASE SANS SERIF & RAISED 1132" MIN 56 MAX EFFORT TO OPERATE DOOR OR GATE SHALL NOT EXCEED 5 LBS A801 INTERIOR ELEVATIONS 52 GRAB BAR DIAMETER TO BE 1-114" TO 2" 51 THIS DETAIL ILLUSTRATES TYPICAL CODE REQUIREMENTS & IS57 DOORS SERVING AN OCCUPANT LOAD OF 50 OR MORE.MUST SWING IN THE DIRECTION OF EGRESS TRAVEL 55 CONTRACTED GRADE 2 BRAILLE RAISED 1140" MIN. BRAILLE SHALL BE PLACED BETWEEN 318" & 112" -- ---- -- --.___ 53 1-112" CLEARANCE REQUIRED BETWEEN WALL AND EDGE OF GRAB BAR PROVIDED FOR REFERENCE PURPOSES ONLY. ACTUAL CONDITIONS MAY 58 ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE BELOW THE TACTILE CHARACTERS, FLUSH LEFT OR CENTERED 59 MANUALLY OPERATED FLUSH BOLTS&SURFACE BOLTS ARE NOT PERMITTED,EXCEPT ON DOORS NOT REQUIRED FOR A802 INTERIOR ELEVATIONS 54 CONTROLS FOR WATER CLOSET FLUSH VALVE SHALL BE MOUNTED ON WIDE VARY. PLEASE NOTIFY THE DESIGNER OF CONDITIONS THAT CONFLICT 56 PLACE SIGN AT STRIKE SIDE OF DOOR EGRESS IN INDIVIDUAL DWELLING UNITS OR SLEEPING UNIT SIDE OF TOILET AREA AND MUST BE OPERABLE BY ONE HAND WITH THIS DETAIL60 CLOSING SPEED- 57 SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT CLEAR FLOOR SPACE OF 18" A901 RENDERINGS 55 FORCE REQUIRED TO ACTIVATE WATER CLOSET FLUSH CANNOT EXCEED 5 LB A)CLOSER-IF THE DOOR OR GATE HAS A CLOSER,THE SWEEP PERIOD FROM AN OPEN POSITION OF 90°TOA POSITION 52 GRAB BAR 0 T BE 1-1/4" TO 1-1/2" X 18" MIN CENTERED ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF THE DOOR OF 12'SHALL TAKE AT LEAST 5 SECONDS 56 OPEN FRONT TOILET SEAT. NO SEAT COVER, CENTER OF FIXTURE SHALL BE 17 - 18"TO 53 1-1/2" CLEARANCE REQUIRED BETWEEN WALL AND EDGE OF GRAB BAR SWING. B)SPRING HINGES-IF THE DOOR OR GATE HAS SPRING HINGES,THE SWEEP PERIOD FROM AN OPEN POSITION OF 70° ADJACENT WALL. TOILET SEAT TO BE 17" - 19"ABOVE FINISHED FLOOR 54 A GRAB BAR AND ADJACENT WALL SHALL BE FREE OF ANY SHARP OR TOA CLOSED POSITION SHALL TAKE AT LEAST 1.5 SECONDS P101 WASTE & VENT PLAN 61 WHEN FULLY OPEN, DOORS SHALL NOT REDUCE THE REQUIRED EGRESS WIDTH BY MORE THAN 7",DOORS IN ANY ----..--- ABRASIVE ELEMENTS TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN HALF THE EGRESS WIDTH P102 WATER & GAS PLAN KEYNOTES- 55 OPEN FRONT TOILET SEAT. NO SEAT COVER, CENTER OF FIXTURE SHALL BE 17" - 18" TO ADJACENT WALL. TOILET SEAT TO BE 17" - 19"ABOVE FINISHEDKEYNOTES- 58 EACH GRADE-LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD, EXIT 01 MIN CLEARANCE ADJACENT TO STRIKE ON PULL SIDE:24" EXTERIOR DOORS/18" INTERIOR DOORS 01 TOILET PAPER DISPENSER 1.5" BETWEEN GRAB BAR & DISPENSER FLOOR 59 EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY 02 MIN CLEARANCE ADJACENT To STRIKE ON PUSH SIDE: 12'I LATCH&CLOSER PROVIDED.NOTHING REQUIRED IF DOOR M001 MECH PLAN 02 WATER CLOSET FLUSH VALVE CONTROL SHALL BE NO MORE THAN 44" ABOVE OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS ONLY HAS LATCH ORA CLOSER FLOOR LEVEL & MOUNTED ON WIDE SIDE OF TOILET AREA APPROPRIATE: "EXIT STAIR DOWN", "EXIT RAMP DOWN", EXIT STAIR UP", "EXIT RAMP UP" 03 MIN SIDE APPROACH WIDTH AT PUSH SIDE OF DOOR:44"FOR DOORS WITH A LATCH ORA CLOSER,48"FOR DOORS WITH M501 MECH DETAILS LATCH AND CLOSER 60 EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT 04 36"MIN CLEARANCE©STRIKE, PULL SIDE IF APPROACH WIDTH IS>60". PROVIDE 42"FOR CONDITIONS WHERE 54"5 ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BYATACTILE EXIT SIGN WITH THE APPROACH WIDTH<60" E101 ELEC PLAN & SCHEDULE WORDS "EXIT ROUTE" 05 BOTTOM 10"OF MANUALLY OPERABLE DOORS MUST BE SMOOTH AS TO NOT INTERFERE OR CAUSE A HAZARDOUS CONDITION WHEN OPENED BY WHEELCHAIR FOOTREST. FOR NARROW FRAMED DOORS,A 10"HIGH SMOOTH PANEL E102 POWER PLAN 61 EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAYTHAT IS SHALL BE INSTALLED REQUIRED TO HAE VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, a6 HAND ACTIVATED DOOR LATCHING, LOCKING,AND OPENING HARDWARE TO BE CENTERED BETWEEN 34"-44"ABOVE ----- "EXIT ROUTE" FLOOR. LEVER HANDLES SHALL BE CURVED AND MUST RETURN TO WITHIN 112"OF THE DOOR TO PREVENT CATCHING E801 ELECTRICAL ELEVATIONS OF CLOTHING OF PERSONS DURING EGRESS. HANDLES SHALL NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING OR 62 EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, TWISTING OF THE WRIST TO OPERATE ---- "TO EXIT" 07 A THRESHOLD SHALL BE NO HIGHER THAN 0.5" T001 ENERGY ANALYSIS 08 114"MAX VERTICAL EDGE THROUGHOUT THRESHOLD.VERTICAL EDGES>0.25"SHALL BE BEVELED W/SLOPE<50% 09 NET CLEAR OPENING TO BE 32'MIN WIDTH MEASURED BETWEEN EDGE OF DOOR OR GATE AT 90"POSITION TO STOP 0 PLUMB-ACCESSIBLE TOILET ACCESSORIES Elo- PLUMB-ACCESSIBLE RESTROOM, IN-SWING DOOR 13 TACTILE EXIT SIGNAGE 4 DOORS & GATES (ACCESSIBLE) NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE r-r- - V \ z E, co I \ I 1 17" - 25" TOE CLEARANCE K06 / 30"W X 48"D MIN CLEAR FLOOR AREA t20" MAX REACH @ 48" HT4, PLAN VIEW Z f30" MIN \ 25" MAX REACH i:a �-_25"MAX REACH @ 44" HT._ cK ._s L , I CLEARANCE; 0 KO1 LU 1 \ = Q K01 > I K02 c�; ffi� . U w 1- - \ 7 - a ce -� - 7-x. Q IY 2 w w , �- r PLAN VIEW w o w Kos , N W :.'',.,:e4.... $70.04:0415•:-',W,,, :::,:.:-.,, \ ' Cr ,-- . N z K02 s 'ry m t ILth W. = O❑ . .::::::::::::: a :•.'fV*07,Vz--,-5._ - . '' ¢ K01 0 2•rrca 7.1 '— = Q x '� �' s ": ` i{ - I ^`r4,.. co // / _ / ,.s5.? aia sr ,.4.`"°s1":i'ss'.x:,`T aass.^7'-`""I'I 1 •• c \ - T- -- ---- - -- - -1 1 --- J K02 m O - ._. ..:.::.:.:.- it,, - - . - ----:4--x -, Q 8" MIN KNEE CLEARANCE I /• �`� �� L 0 w X11"MIN KNEE CLEARANCE �r C K03 /� - / `L�' /Ji / ./'/f - `cn --r---- %' i, 17" MIN TOE CLEARANCE 1<V7 RENEWAL K05 8" IN KNEE CLEARANCE f m -- / 30"W X 48"D MIN CLEAR FLOOR AREA / 61r1'55 U - w /6"MAX 11"- 25" KNEE CLEARANCE i- �' "' „ K03 / Koa `. 0."- 0 O 1- i17 25 TOE CLEARANCE N ., -f // k ... < f- - GENERAL NOTES 'fit ,.�`� SOAP TRASH DRYER PAPER TOWEL SEAT COVER Z 'I \ 8" MIN KNEE CLEARANCEFY OF \ / 30"W X 48"D MIN CLEAR FLOOR AREA / K05 / / CANF MAX 11"- 25" KNEE CLEARANCE 001 THIS DETAIL ILLUSTRATES TYPICAL CODE REQUIREMENTS & IS PROVIDED FOR ELEVATION VIEW K04 /6" AREFERENCE PURPOSES ONLY. ACTUAL CONDITIONS MAY VARY. PLEASE NOTIFY 17" - 25" TOE CLEARANCE THE DESIGNER OF CONDITIONS THAT CONFLICT WITH THIS DETAIL / / G02 FOOT CLEARANCE MUST BE A MIN OF 9"ABOVE FLOOR LEVEL AND NO MORE THAN GENERAL NOTES- GENERAL NOTES / 30"W X 48"D MIN CLEAR FLOOR AREA _ 6" FROM BACK WALL DATES G03 KNEE CLEARANCE MUST BE 29" HIGH MIN WITH A MIN OF 8" DEEP FROM FRONT OF 51 THIS DETAIL ILLUSTRATES TYPICAL CODE REQUIREMENTS & IS PROVIDED FOR REFERENCE PURPOSES ONLY. ACTUAL G01 THIS DETAIL ILLUSTRATES TYPICAL CODE REQUIREMENTS & IS PROVIDED FOR K04 MILANIMUM 30"THERE SHALL BEA SPACEO SHAIS PROVIDEDOR INE EDGES UNDER LAVATORY 11/2/2017 INITIAL G04 MINIMUM W X 48" D CLEAR IS IN FRONT OF LAVATORY CONDITIONS MAY VARY. PLEASE NOTIFY THE DESIGNER OF CONDITIONS THAT CONFLICT WITH THIS DETAIL REFERENCE PURPOSES ONLY. ACTUAL CONDITIONS MAY VARY. PLEASE NOTIFY G05 LAVATORIESADJACENT TOA SIDE WALL MUST HAVE A MINIMUM 18" DISTANCE TO 52 TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING FIXTURES SHALL BE LOCATED THE DESIGNER OF CONDITIONS THAT CONFLICT WITH THIS DETAIL GENERAL NOTES CENTER OF FIXTURE WITH ALL OPERABLE PARTS 5 40" ABOVE FLOOR G02 MINIMUM 30" W X 48" D CLEAR SPACE IS PROVIDED IN FRONT OF COUNTER G06 OPERATING MECHANISMS SHALL BE OPERATED WITH 1 HAND, SHALL NOT REQUIRE 53 ALL ACCESSORIES REQUIRE MINIMUM CLEARANCE OF 30" X 48" G01 THIS DETAIL ILLUSTRATES TYPICAL CODE REQUIREMENTS & IS PROVIDED FOR TIGHT GRASPING, PIOR TWISTING OF THE WRIST,AND SHALL REQ NO MOREA KEYNOTES REFERENCE PURPOSES ONLY. ACTUAL CONDITIONS MAY VARY. PLEASE NOTIFY THAN A 5 LB FOORCING RCE TO OPERATE G07 SELF-CLOSING FAUCET CONTROL VALVES TO REMAIN OPEN FOR AT LEAST 10 THE DESIGNER OF CONDITIONS THAT CONFLICT WITH THIS DETAIL SECONDS K01 PROVIDE KNEE CLEARANCE SPACE WHEN REQUIRED FOR USE - 8" DEEP MIN AT 27" G02 MINIMUM 30" W X 48" D CLEAR SPACE IS PROVIDED IN FRONT OF TABLE PLOTTED: 11/10/2417 ELEVATION - 11" DEEP MIN AT 9" ELEVATION KEYNOTES K02 ADDITIONAL KNEE CLEARANCE UP TO A MAX TOTAL KNEE CLEARANCE OF 25" KEYNOTES SCALE AS NOTED ALLOWS THE REQ FLOOR AREA(TYPICALLY 30"W X 48"D)TO EXTEND FURTHER K01 MIN REQ KNEE CLEARANCE SPACE-8" DEEP AT27" ELEVATION- 11" DEEP AT 9" UNDER COUNTER K01 PROVIDE KNEE CLEARANCE SPACE WHEN REQUIRED FOR USE - 8" DEEP MIN AT 27" ELEVATION-29"AT FRONT EDGE CREATED BY: WE K03 MIN REQ TOE CLEARANCE SPACE- 17" DEEP X 9" HIGHELEVATION - 11" DEEP MIN AT 9„ ELEVATION K02 ADDITIONAL KNEE CLEARANCE, IF PROVIDED, ALLOWS THE REQ FLOOR AREA K04 THE REQUIRED 30” W X 48" D CLEAR FLOOR AREA SHALL NOT EXCEED 2% SLOPE K02 ADDITIONAL KNEE CLEARANCE UP TO A MAX TOTAL KNEE CLEARANCE OF 25" (TYPICALLY 30"W X 48"D)TO EXTEND FURTHER UNDER LAV. REQ FLOOR AREA IS SHEET ALLOWED TO EXTEND 6" BEYOND KNEE CLEARANCE SPACE WHERE IT INTERSECTS K05 REQ FLOOR AREA MAY EXTEND UP TO 6" BEYOND KNEE CLEARANCE SPACE WHERE ALLOWS THE REQ FLOOR AREA(TYPICALLY 30"W X 48"D) TO EXTEND FURTHER WITH TOE CLEARANCE SPACE IT INTERSECTS WITH TOE CLEARANCE SPACE UNDER TABLE TOP K03 MIN REQ TOE CLEARANCE SPACE- 17" DEEP(REFERENCED FROM FRONT EDGE OF K06 OBJECT(S) REQUIRING REACH K03 MIN REQ TOE CLEARANCE SPACE- 17" DEEP X 9" HIGH LAV)X 9" HIGH (ABOVE FLOOR OR GROUND) ARCH DETAILS K04 THE REQUIRED 30" W X 48" D CLEAR FLOOR AREA SHALL NOT EXCEED 2% SLOPE K04 THE REQUIRED 30"W X 48" D CLEAR FLOOR AREA SHALL NOT EXCEED 2% SLOPE K05 REQ FLOOR AREA MAY EXTEND UP TO 6" BEYOND KNEE CLEARANCE SPACE KOS WATER AND DRAIN PIPES SHALL BE INSULATED OR OTHERWISE CONFIGURED SO AS TO PROTECT AGAINST CONTACT 0 PLUMB-ACCESSIBLE DISPENSING FIXTURES 6 COUNTER-ACCESSIBLE OBSTRUCTED REACH (I) TABLE-ACCESSIBLE OBSTRUCTED REACH 8 PLUMB-ACCESSIBLE LAVATORY A 5 0 1 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1K031 K03 WINDWAKD PER PLAN `, 1. 2'-0" , 1 PER PLAN \ _____ __ _ i \ \ design services, Ilc IK031 K03I K01 \ \ \ PER PLAN t PER PLAN • K01 I 424 OLIVE STREET \ \ ' 7 . 1 1 . s \ \ 0 w K03 0 4 SANTA BARBARA, CA 93101 • - K012, 10„ _ - °' T: 805.845.6601 X T- E: INFO@WINDWARDENG.COM ¢ g N K01 - E: - - z a. a. _ CL 5' 11,112" w , EQ / EQ ,� 1'-6" a \ \ 2 3„ 2 3„ PROJECT wI a K01 a. K02 I -, TOP VIEW FIRENZA TIGARD, OR \_ -- �--r �- �-- \ / PER PLAN / 12280 SW SCHOLLS FERRY RD v TS ,�•� IK021 •n 02 K02 •\ ♦ �l — ,. lJ \ � � � -� TIGARD, OR 97223 Z r-. c--� _...r ,.... Z \ K01 , 1 Zz __ � \ _ \ Kot -- FRONT VIEW SIDE VIEWCLIENT GENERAL NOTES - FRONT VIEW SIDE VIEW / (� \ FIRENZA GENERAL NOTES - G01 REFER TO MATERIALS SCHEDULE o �. ! LI \ , o 12280 SW SCHOLLS FERRY RD GENERAL NOTES - , "' KEYNOTES - N "' -, N TIGARD, OR 97223 G01 REFER TO MATERIALS SCHEDULE N ',.. i G01 REFER TO MATERIALS SCHEDULE K01 APPLY 2 COATS CLEAR VARNISH 012 " \ / KEYNOTES - KEYNOTES - o/1ACOa • STANCONTROL ERTO3/4"INWAX DARK WALNUT STAIN \ / - SHEET INDEX K01 3/4" SHOP GRADE BIRCH PLYWD OR EQUIVALENT, PAINT SATIN WHITE BIRCH PLYWD& EDGE-BIND \ \ _i.. K01 3/4" SHOP GRADE BIRCH PLYWD OR EQUIVALENT, PAINT SATIN WHITE K02 UNO, CAMAR 6" COMO LEG PLATE MOUNT @ EA CORNER K02 APPLY 2 COATS CLEAR VARNISH 0/2 N G001 COVER K02 3" LOCKING CASTER LEG PLATE MOUNT @ EA CORNER COATS MINWAX GOLDEN PECAN STAIN K03 SOLID SURFACE COUNTERTOP `'' FRONT VIEW RIGHT VIEW K03 SOLID SURFACE COUNTERTOP 01 1 COAT STAIN CONTROLLER TO 314" A001 GENERAL NOTES BIRCH PLYWD& EDGE-BIND K03 CAESARSTONE BLACK QUARTZ- 3100 A101 SITE PLAN JET BLACK. 118" RADIUS EDGE DETAIL 0 DOUGH STATION SHELVES 0 EXPO STATION CABINETS 4 CONDIMENT CABINET A102 FLOOR PLAN NOT TO SCALE NOT TO SCALE NOT TO SCALE A103 ACCESSIBILITY, EGRESS & SIGNAGE _ A104 RCP & FRAMING A501 ARCH DETAILS K04 1 K03 PER PLAN 1 2'-0" I �I A502 ARCH DETAILS ,--- - - I K03 �-1r-_ \ A503 ARCH DETAILS K04 — . A801 INTERIOR ELEVATIONS x I. K01 K01 -� co • • . • • A802 INTERIOR ELEVATIONS 2 ,f 1-6" ./`1- M s.. . .. . . . - _. A901 RENDERINGS P101 WASTE &VENT PLAN —' k ONE LAYER 518" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED i —I K02 • – K02LE PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3-5/8" STEEL STUDS @ P102 WATER & GAS PLAN W___ - , Z \ . - 24" O.C. WITH 1" TYPES DRYWALL SCREWS AT 8" OC. @ VERTICAL JOINTS - _� � AND 12" O.C. @ FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS M001 MECH PLAN JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. M501 MECH DETAILS FRONT VIEW SIDE VIEW E101 ELEC PLAN & SCHEDULE GENERAL NOTES - RATED WALL ASSEMBLY - 1HR - (LOAD BEARING) E102 POWER PLAN GA FILE NO. WP-1072 G01 REFER TO MATERIALS SCHEDULE STC 45-49 (NOT RATED FOR INTER DWELLING SOUND. MIN STC OF 50 E801 ELECTRICAL ELEVATIONS REQUIRED) KEYNOTES - T001 ENERGY ANALYSIS K01 3/4" SHOP GRADE BIRCH PLYWD OR EQUIVALENT, PAINT SATIN WHITE K02 UNO, CAMAR 6" COMO LEG PLATE MOUNT @ EA CORNER K03 SOLID SURFACE COUNTERTOP K04 CASH DRAWER PER EQUIPMENT LIST 6 POS STATION SHELVES 9 1 HR FIRE-RATED DEMISING WALL NOT TO SCALE NOT TO SCALE K01 7 5'-1-112" / 5'-1 1/2" / 5'-3" / K02 /VIF/ VIF / VIF /- ,,,1",,,,,. \ \ - - w 7 \ LEDGER @ STUD WALL -,-.-__~�� T co K01 K01 \ —rey 5 /p0?—//' /!{(f 1 , ,.. • K02 K02 I MAKELINE EQUIPMENT COUNTERTOPS J% • \ • • I xo1 \ 4/ 22'-0" / LEDGER @ MASONRY LEDGER @ CONCRETE MAKELINE WALL CAP I KEYNOTES - I J_ \ -\ K01 LIGHT GAUGE STEEL TRACK PER FRAMING PLAN K02 CONNECTION PER FRAMING PLAN FRMNG-LEDGER LT GAUGE CONNECTIONS _ 14 NOT TO SCALE • K02 z eENEWAL co I I K03 arsine i19 R 3/8" MIN 61155• 2 Kr. r• {K01I GENERAL NOTES - `3116 INIIIIIIIIIIIIIIIIIIIIIIg, v � co 1 112 MIN ' �w ' 51 SPACING FOR POSTS, INSTALLED AS PART OF v ' ,. V ° v \ A CONTINUOUS GUARD ASSEMBLY, NOT TO v v v ° v _ �_ EXCEED 6-FT OC v v v DATES v (E) SLAB --a v v ° n D r. v v —1K03 v KEYNOTES - ,, p / 11/2/2017 INITIAL 6'-0" 2'-O" v vtJ K01 UNO PER PLAN, HSS1.5X1.5X0.125 POST \ ----- ------------ /riK02 - K02 3.5X3.5X0.25 PLATE, BORE THRU HOLES FOR 1/8" RADIUS 3/4" = GENERAL NOTES - 114" TAPCON SCREWS (OR EQUIVALENT) K03 1-314" MIN EMBEDMENT G01 REFER TO MATERIALS SCHEDULE 0 K04 THRU BOLT OR SECURE WALL STUD TO FINISH-COUNTERTOP EDGE DETAILS Q N COLUMN WITH METAL SCREWS IF LIGHT KEYNOTES - N GAUGE FRAMING @ 3" DOWN FROM TOP OF PLOTTED: 11/10/2017 N �, COLUMN K01 2X WALL PER PLAN 3/16 ,` K02 CCVE BASE TILE SCALE AS NOTED N K03 APPLY DAP DYNAFLEX 920 OR EQUIVALENT MASTIC SEALANT BETWEEN METAL SILL CHANNEL& FLOOR \ \ CREATE BY: AEDESIGNX 1/2" 2 1/2" 1/2" 8'-0" Imam SHEET / POS & EXPO COUNTERTOP ARCH DETAILS 14 COUNTER TOPS 19 STL-PARTITION WALL POST TO MASONRY 20 TILE @ BASE A5O2 NOT TO SCALE NOT TO SCALE NOT TO SCALE ] • SPLAY WERE BRACING \V1NDVAK PREVIOUS INDUSTRY STANDARD WITH 2" WALL ANGLE STEEL STUD COMPRESSION POST Ref.IBCIASCEICISCA 3-4 Page 2,Installation,Item 3 ENGINEERED TO FIT INSTALLATION design Services, LIC 3.Lateral Force Bracing • 'J Where substantiating design calculations are not provided, ®� / a 10° �I • • • • �y horizontal restraints shall be effected by four No.12 gage /'` 424 OLIVE STREET :_ �f. wires secured to the main runners within 2 inches of the -i r " . - a , �, SANTA BARBARA, CA 93101 " #12 HANGER cross runner intersection and splayed 90 degrees from each , ," ,•.-. , rt „ - \ WIRE /45°or less other at an angle not exceeding 45 degrees from the plane of a / �/ T: 805.845.6601 '� '� � � 45°or less %� the ceiling A strut fastened to the main runner shall be j / ! , /" i � K07 ":19-":"::: -- ' E; INFO WINDWARDENG,COM �,: �, i extended to and fastened to the structural members i'i \/.! ��•\ @ O �° ' : �- supporting the roof or floor above.The strut shall be / ---1.• �/ y�r�� .. e� 11'Z'r ; 59 \ �l "i adequate to resist theverticalco poet induced by thei . ° ' / r;� ` ng wires.These horizontal restraint points shall br.,„8. �� PROJECT r h MAX / /=,i bract fres s e / � ��placed 12 feet on center in both directions with the first point i 2 ANGLE MOLDINGy i� \ff _` Il� rI K08 - - --- \;.,/,/ rirwithin 6 feet from each wall.Attachment of the restraint wires .� =:=%' TIGAR , OR 11t, il n 45°or less / 45°o 185 to the structure above shall be adequate for the load '` _` � FIRENZA D% \-, t ,.°� \T 11 i _..- -_ ! B - ° \, Q /r 112 ARMSTRONG mposed.Lateral force bracing members shall be spaced a / , a 12280 SW SCROLLS FERRY RD KQ6 114 I. ._ i/;;;;� •., � . .�'" y�� •<� -'" " - 2511 111,, K09 CROSS TEE minimum of 6 inches from all horizontal piping or duct work 2 ,y �. . �'2" � •,„;......•,,,, TIGARD, OR 97223 n /., „/' f ARMSTRONG that is not provided with bracing restraints for horizontal "•<• •\ \ -4..„ �\ � ;P% MAIN BEAM forces-Bracing wires shall be attached to the grid and to the ` \ '�` _ BENCH PERSPECTIVE i - }�.• structure in such a manner that they can support a design \c� �� ' I II \ -'' load of not less than 200 pounds or the actual design load, KO5 ' with a safety factor of 2,whichever is greater. CLIENT 1 �� K 10 1X6 I [ \ COMPRESSION POST AND SPLAY WIRE-IBC CATEGORY DEF 5 CATEGORY DEF ATTACHED 2"WALL MOLDING B CATEGORY DEF UNATTACHED 2"WALL MOLDING 1 Xa 1 Scale. 1,4 Scale, 1:8 Scale 1:8 F I R E N ZA I • K11 1X I I " " `-- "` -' f "--- 12280 SW SCHOLLS FERRY RD - ARMSTRONG SEISMIC RX SOULTION (ESR-1308) TIGARD, OR 97223 K04 7 K12 1X4 I I Q I ' STEEL STUD SPLAY&POST BRACING I4 Z 1X6 I ENGINEERED TO FIT INSTALLATION RIGID SPLAY BRACING ARMSTRONG • ARMSTRONG SHEET INDEX Q Ref.ASCE Section 9.6.2.6.2.2 '- / J 1X8 BERC 2 �i BERC 2 — --- -- —..__ to the diagonal splay ra G001 COVER K03 W 1X6 I \ wir s specified above cell ngs may uste rigid braces.Braces shall k < It •+` / 1X4 • K13 I I Slaywire Alternative: be attached to the grid and to the structure above in a manner to i .- • , _ K14 i -''f \ `�''\ A001 GENERAL NOTES BACK OF BENCH WOOD LAYOUT �" limit lateral deflections at the point of attachment to the ceiling to ri . \ ''� ! th hf th I t !I d t df th /j,%�`% ess an a inc or e a era oa s expec a or a system. j-;',V' i \\v,' KOZ K15 2'_311 g' i; ; r � _ A101 SITE PLAN / I / o ------___ l i �'" ANGLE MOLDING •. ` -'�;a;- ' � =�,''� ANGLE MOLDING K16 / 1.-8" 2 314,, 3/4"/ / y2 112" , ' ^ -"'� ARMSTRONG 0,- ARMSTRONGBERC 2 �` 8"MAX.t . A102 FLOOR PLAN .. 8 MAX. /�," = / BERC 2 KO1 c� ARMSTRONG %�./` ':, �. 4 ACCESSIBILITY, EGRESS & • K17 C \ \ CROSS TEE \,,-40.-- !;tr,�:` MAIN BEAM •� " .it ':"I'.v� -_ SIGNAGE - i ARMSTRONGA103 � T =Z r• rc. • N f./�-�l • \ K05, K08 c Y+,�`,%'' a r,&-:"., ,`:�\ 7�r �. 4' �t�'';Q�\ A104 RCP& FRAMING 71- K01, K08 GENERAL NOTES - ,i '' '1,1,-,-,.:,_: -.. \\ --- 0 1 o G01 REFER TO MATERIALS SCHEDULE \ `; A501 ARCH DETAILS T GENERAL NOTES - KEYNOTES- 2 ' RIGID SPLAY BRACING7 CATEGORY DEF ATTACHED-ARMSTRONG ALTERNATIVE BERC 2(ICC ESR1308) 8 \ fl CATEGORY DEF UNATTACHED-ARMSTRONG ALTERNATIVE BERC 2 (ICC ESR1308) A502 ARCH DETAILS G01 REFER TO MATERIALS SCHEDULE r \ scale 1 4 scale 1 8 ; Scale: is A503 ARCH DETAILS K01 1X10 PINE K02 314"BIRCH PLYWD .._...__. .- _. _.__ __.___. _ .., ..w_.. ..._..,. _ m . .,..�- _ - ..w -.__--.M..-_-.._w _ __ �� n KEYNOTES - j K03 314" PLYWD @ 16"00 ■ K04 314"0 QUARTER ROUND WD TRIM \ t \ A801 INTERIOR ELEVATIONS K05 1X WD CAP %% - - - T K06 1X PINE LAYOUT PER WOOD CLADDING INSTALLATION SEISMIC JOINT CLIP t SQUARE BULB-(SJCSI) 3 ..'<'''' \ A802 INTERIOR ELEVATIONS K01 (E) FLOOR TILE , :: ..,....,..„,..� �/ ------1 I= K02, K09 L K07 112 MDF, 1 COAT PRIME & PAfNT MIXTURE TO MATCH ° /.' /: i rK02 MASONITE 114" X 3 112" BASE BOARD GLIDDEN MIDNITE HOUR INTERIOR SEMI-GLOSS ° _ 1-' GLIDDEN MIDNITE HOUR 1,°\ / < \ £�_ \K03 318" HARDIEBACKER 500 BOARD °° . --'-,=-'-',----'-' - r - 3 =\ A901 RENDERINGS 1 K08 APPLY 2 COATS CLEAR VARNISH 01 1 COAT MINWAX DARK \_ \ -; K04 TILE PER PLAN „--- -, WALNUT STAIN \\p°°C`\ !j. ,% � ° ii '.. --N'7--------"'''' v =-� i \\\• \ , i o \ P101 WASTE&VENT PLAN K05 TILE PER PLAN ` K09 APPLY 2 COATS CLEAR VARNISH 012 COATS MINWAX `\ �° \„ \�"/• 0 s �` ` � i n 9g° � p / ✓ „----- K06 314 BLACK QUARTZ MAKE-LINE WORK SURFACE GOLDEN PECAN STAIN 01 1 COAT STAIN CONTROLLER \\\ o - " 0 �_\ \ 11 K10 GLUE BOARDS TO MDF BACKING USING LOCTITE PL400 \�`\ s�0 ,---..%-1":"'1---"'-'1.)°i �/' s \ \\.� \ \ P102 WATER & GAS PLAN K07 318 THICK GLASS SNEEZEGUARD ► . . . co :j--2.\\ i \ �\ \� \\��'�\•� / �,� `'�` K08 318" THICK GLASS SNEEZEGUARD SUPPORTS 5' OC FASTEN WITH SILICON r� . \ WOOD CLADDING INSTALLATION `� \ \,\ Moo Ir n @ 11 \, I ` o ` _._ 1 MECH PLAN K09 18 GA X 1 SS TRACK WI 2-112 12 OC SCREWS INTO FRAMING 11 \ �` �2>.,,,,,,„:N„0„,, °USE FULL-WIDTH BOARDS (NOMINAL SIZES: 1X8, 1X6, & 1X4 PINE). `'<\sM501 MECH DETAILS K10 2X4 DF OR LT GA STL FRAMING DBL TOP PLATE K03 H K06, K08 {i RIP TOP BOARD (3" MIN)TO FILL GAP. SAND WITH GRAIN USING CROSS TEE //%i'\%'/ 0 3 MAIN BEAM �� vim, •� `-----.."-i2,--„,,,„,,,,„„„,,,,...::-, � K11 2X4 DF OR LT GA STL FRAMING WALL STUD 16" OC SANDPAPER. APPLY 2 COATS CLEAR VARNISH OI 1 COAT ,' ' ''' �' �\ _ Q: �� I \ d' � 80 GRIT SA / �, �, Indexing \ / ` i , \ t I \ �� I ! T\\� E101 ELEC PLAN & SCHEDULE K12 112" GYPSUM BOARD m r STAIN PER FINISH SCHEDULE GLUE BOARDS To MDF BACKING „,:1,-;;-'-'1--,--'"--.. 1 J i moi% '� PEAKFORM {SJCG) �\ �`� Nub T #2 0 1 \ USING LOCTITE PL400, LEAVE 118”GAP BETWEEN BOARDS. \: ' 4 /!;�� \� '��\. \\• \, #1 I �" 0. K13 118" FRP FINISH ' ,---' 0 " \ \ �\ '� \ .. I,/� ; I E102 POWER PLAN FASTEN USING FINISH NAILS. COLOR PUTTY HOLES, �! ,= �, °° `` �� K14 2X4 DF 0R LT GA STL FRAMING SILL PLATE ;, %= a �� i ? ��:\� �` `' , K15 CAULKING +r--1K02, K08 K10 ice/ ,i/ % ._' \ ° °\ ! �\ �� ' E'� <--==1 \ \ �� ` I E801 ELECTRICAL ELEVATIONS K16 COVED TILE PER PLAN l } 1 / {�� it i �- �� `'�. `� '-. = \� . . K17 QUARRY FLOOR TILE PER PLAN \ Ko7 • a °� :\ ° o �, ` Q ° ` `\ K04, K08 0 i CROSS TEE ¢ '•` `\ \` T001 ENERGY ANALYSIS - IN ''''''''---,-.-.-... '-....-..s. 1 3/4"/ 1'-8 3/4" A -//� 21 Q„ ; 3 - SEISMIC EXPANSION JOINT CLIP INSTALLED 4 SEISMIC EXPANSION JOINT CLIP 9 INSTALLED MAIN BEAM SEISMIC JOINT CLIP / Scale: 1:2 Scale: 1:4 �� Scale. 1 4 4 SECTION 0 MAKE LINE WALL QUEUE LINE WALL DROP CEILING SEISMIC DETAILS 1 NOT TO SCALE NOT TO SCALE 0 NOT TO SCALE \ 1X4 Unattached Side Unattached Side Unattached Side BERC 2 BERC 2 Unattached Side LOOSE SCREW 1X6 1X8 /-SILHOUETTE GRID # 8 X 3/4" STUD TO \ ( \ BERC TRACK EA FLANGE TRACK EA FLANGE \ _aIONAL(LOOSE SCREW) BERC2 1X4 @ # 8 X 314@STUD TO OPTIONAL LOOSE SCREW) OPTIONAL(LOOSE SCREW) • OPT 1X$ I 1X6 �� -- 1X4 O I r �.. Il ; :. = 1X6 2 1 X$ -l o _________1_ �, - -- - - —a—-r r-• i r J I� - - �. Ii �'�1. � k "� � �, ; v . ANGLE J J 1X4 i1' ,.. p ) I � L _, I I tEill I MOLDING 1X8 1X6 s. 1, --� l _, 7800 Q 1X4 } a" - e -1-.--. LgY-tN PANEL 3° +- ' >- ACOUSTICAL PANEL tL 'L + TEGULAR PANEL �, 1X6 1 X$ 718"ANGLE MOLDING 718'ANGLE MOLDING W w 1X4 # 8 X 3/4" STUD TO 7/8'ANGLE MOLDING > 1X8 > # 8 X 314" STUD TO TRACK @ EA FLANGE p 01X6 TRACK @ EA FLANGE Attached Side Attached Side Attached Side I- 1X4 I- # 10 X 314" as 24 OC Attached Side TU SCREW TIGHTENED THROUGH SCREW TIGHTENED THROUGH CC CC SCREW TIGHTENED THROUGH BERC 2 BERC 2 TIGHT SCREW SILHOUETTE GRID Lu , 1X6 Lu 1X8 STUD TOS D BERC 2 WEB OF GRID RESTRICTING \ WEB OF GRID RESTRICTING \ WEB OF GRID RESTRICTING _1 1 X4 # 10 X 3/4" @ 24 OC SEPARATION FROM WALL MOLDING SEPARATION FROM WALL MOLDING SEPARATION FROM WALL MOLDING I STUD BERC2 I H 1X8 < 1X6 STUD TO S D # 10 X 314" i 24 OC ,- i -- - I STUD TOS D z 1X4 -- `i Z Z ii ; 1X6 1X8t t __ _----i- �` -_ - 1X4IL S 1X8 r?� _. ____ ANGLE 1X4 1X6 ,- -., -. MOLDING \ 1 LAY-IN PANEL TEGULAR PANEL 7800 ACOUSTICAL PANEL 1X6 ,, 1X8 7/8"ANGLE MOLDING L 718"ANGLE MOLDING L 7/8"ANGLE MOLDING ANGLE MOLDING AND BERC 2 EXPOSED TEE ANGLE MOLDING AND BERC 2 WITH DIMENSIONAL GRID METHOD A METHOD B 10 Scale: 1:2 11 Scale: 1:2 WALL CONNECTIONS AT CORNERS & INTERSECTIONS K02 —=-• '- GENERAL NOTES - GO1 REFER TO MATERIALS SCHEDULE LOOSE SCREW a Unattached Side EXPOSED TEE GRID SILHOUETTE PRELUDE OR SUPRAFNE K06 F rPRELUDEOR SUPRAFNE BEAM ' MAIN BEAMKEYNOTES - BLK @ 24 OC BERC2 — rMN _ - -.-. K04 # 10 X 314" EA JOIST MAIN BEAM BERC2 I` K01 (E) FLOOR -- - \I -� O O - H_ _ - BERC2-k i l K02 (E) CLG 1 i 0 0 0 0 o a BERC2 7877 I C � f KO3 I ?� OI : 7 0 • K03 E GYP BD, 1 COAT PRIME & PAINT MIXTURE TO MATCH GLIDDEN MIDNITE HOURSHADOW i -- --1 787$ _ =I O JOIST OR RAFTER # 10 X 314' EA JOIST ll - �—__ I MOLDING _____to_:„.......-------' �— SHADOW -"4------- 3-' - K04 1X PiNE LAYOUT PER WOOD CLADDING INSTALLATION 7877 I t el �I MOLDING —� -�_ K05 114" GAP AT BOTTOM, 118" GAP BETWEEN EA ROW 7800 ANGLi SHADOW I ! K05 K06 GLUE BOARDS TO (E) GYP USING LOCTITE PL400 _ -_ 1.... MOLDING ACOUSTICAL PANEL MOLDING • -- KO1 \ WOOD CLADDING INSTALLATION # 8 X 314" STUD TO # 8 X 314" STUD TO TRACK © EA FLANGE TRACK @ EA FLANGE USE FULL-WIDTH BOARDS (NOMINAL SIZES: 1X8, 1X6, & 1X4 PINE), RIP TOP BOARD (3" MIN)TO 2 - #10 a@ EA 15 7878 SHADOW MOLDING AND BERC2 WITH SUPRAFINE/PRELUDE STRUC�I UURAL TIGHT SCREW 7877 SHADOW MOLDING AND BERC2 WITH SUPRAFINEIPRELUDE Scale: 1:2 (COMPATABLE WITH 3/8'REVEL VECTOR OR 7/16'TEG PANELS) FILL GAP @ CEILING. USE METHOD 'A' OR 'B' TO ENSURE TOP BOARD IS NO LESS THAN 3". —fes TIE POINT Attached Side 13 Scale:1 2 (COMPATABLE WITH 5116"TEG PANELS) INTERLUDE \EXPOSED TEE GRID SAND WITH GRAIN USING 80 GRIT SANDPAPER. APPLY 2 COATS CLEAR VARNISH 01 1 COAT _ _ MAIN BEAM WALL SECTION GAP BETWEEN BOARDS. FASTEN USING FINISH NAILS. COLOR PUTTY HOLES. BERC2 - - -- 40,C STAIN PER FINISH SCHEDULE. GLUE BOARDS TO (E) GYP USING LOCTITE PL400, L BERC2 # 8X314" STUD TO #8X314' STUDTO TRACK © EA FLANGE TRACK @ EA FLANGE t: ` � YIRENEWAL • 7877 IL__ __ \� , 3l3.J119�9[o o o r 1- c� - Ir I i tsl SHADOW - — MOLDING ir v. d F 17 • 4 MOLDING 7800 ANGLE ACOUSTICAL PANELIOF CAlfe2 d 7800 ANGLE MOLDING AND BERC2 WITH EXPOSED TEE 7877 SHADOW MOLDING&BERC2 WI SILHOUETTE/INTERLUDE KQ1 K01 12 Scale 1:2 s tt / 14 Scale: 1:2 (COMPATABLE WITH 5/16"TEG PANELS) PARTITION CONNECTIONS PARTITION CONNECTIONS o'�0. -41 DATE S t , . :\ ,:''K\,, 11/2/2017 INITIAL PRELUDE i KEYNOTES - rINM �� $f' 4 n i e 6� I 15. K01 ATTACH WITH 3/16 X 1-1/2" TAPCON @ 16" OC FOR CONCRETE LOCATIONS :::2 i �. �', 0 16 1$• 16 444 I t 15. 1, !� I ;.. .. „� •_ de 16 f 8 # 2 Y I 1. SHADOW III : — \o I 4" 3. f MOLDNG ,,\„I1 •ca - A_--t 8— 2 :I PLOTTED: 11/10/2017 j 16 SCALE AS NOTED MIN BGAP ■._.] 15” ..-. '`._......_.__ --15" _ ..,_ 16 16 7897 SHADOW MOLDING AND BERC2 WITH PRELUDE 17 7897 SHADOW MOLDING AND BERC2 WITH PRELUDE 7817 SHADOW MOLDING 7878 SHADOW MOLDING 7897 SHADOW MOLDING CREATED BY: WE 16 Scale:1:4 ` Scale:1:2 (COMPATABLE WITH 1/2"REVEL VECTOR PANELS) SHEET These drawings show typical conditions in which the Armstrong product depicted is installed. PROJECT NAME SEISMIC BASICS IBC DEF 2009 ARCH DETAILS They are not a substitute for an architect's or engineers plan and do not reflect the unique requirements of local building codes.laws.statutes,ordinances,rales and regulations(Legal Requirements)that may be applicable tor a particular installation. Armstrong does not warrant,and assumes no liability for the accuracy or completeness of DWG. NO.BASICS PATH: REV' DATE, the drawings for a particular installation or their fitness for a particular purpose. 12/16/13 advised to consult with a duly licensed architect or engineer in the particular locate of the installation to assure DATE. SCALE' DESC.: . WD CLADDING @ FULL HT WALL LS-LIGHT GAUGE STEEL CONNECTIONS DROP CEILING SEISMIC DETAILS 2 compliance with all Legal Requirements. MSSA503 @;)0 Armstrong is not licensed to provide professional architecture or engineenng design services- DRAWN BY CHK BY: NOT TO SCALE NOT TO SCALE 0 NOT TO SCALE Tech , mS'trM7g CEILING SYSTEMS*Phone,877-ARMSTRONG design services, Ilc 424 OLIVE STREET CL3 _..... ■ W:-, - - - _ _ __ . __ , _ ._ __ ____ _ ____ _ ,, __ __. _____ _ , ___ .._, _________ __ __ == _ SANTA BARBARA, CA 93101 • INDWARD + - E NF 805.845.6601 @ 6 ND .1 - O W WARDENG.COM m � ICE - _ ' ffi WF5 B2 :. RR10 li PI FE I' - PROril JECT I` -= FIRENZA TIGARD, OR ;I, RR4 eI l 1 TRSH2 1 .',+ - 12280 SW SCHOLLS FERRY RD RR3 ' — __ Mil 1v 1 _-- _ TIGARD, OR 97223 �_ _._ _ a TRSH2 - W F4 S3 I f wgi . 1 SODA i W P � wry CLIENT _A; - ri, ti . TRSH2 ; r � ,, ..�.., € oaf -� ._ � = / � _ _- \ � ; . i TBL1 TBL1 TBL1 "_ TBL1 — TBL3 TBL1 TBL2 i �� ..� FIRENZA 1 i ` 122$0 SW SCHOLLS FERRY RD -.�. TIGARD,• R 97223 .,�. �u� . f1 i�l �:r i'ri BNCH O ii IWF1 B3 �> __-- L ;.. — - III lI \L... . SHEET INDEX yY : III0 if i= z01 COVER it 111 / I .a Ri io ■ i RESTROOM = � ' 0 .� - -- :. t ` 34 III p. A001 GENERAL NOTES SCALE: 112" = 1' 0" ODINING AREA A101 SITE PLAN SCALE: 112" = 1'-0" 4 DINING AREA SCALE: 112" = 1'-0" A102 FLOOR PLAN A103 ACCESSIBILITY, EGRESS & SIGNAGE A104 RCP& FRAMING A501 ARCH DETAILS A502 ARCH DETAILS ::1 ._ - A503 ARCH DETAILS - _ , fi f = f - W L CL1 . ■ ■ + _ _ --_ ® A801 INTERIOR ELEVATIONS F4 53 ._ I I - - o �- A802 INTERIOR ELEVATIONS I'I LED1 - ® WF1 P1 B3 ® Fl P3 ��: E._. A901 RENDERINGS WF1 P2 T4 B1 RR9 0 .� CL1 -----WF1 P3 - 11111111M _______---- .------...:.---,„--,„...:„.„-...,...„.,„.,,.., ,WOOD P101 WASTE & VENT PLAN RR3 TEA �� _-- # � P102 WATER & GAS N — RR8 RR7mom • �._ _ E __, , , _,„:IFl ,, i- .- SODA I m FRZR E M501 MECH DETAILS RR5 I _ �•_.��.. -� v c • 1 BNCH - _- _ - .- J I €_... _ E101 ELEC PLAN & SCHEDULE -I FRZR _ J ._ I �� CAB4 - � X CT1 T2 T1 - - - t _. _. : .. .:.. ::._. ,.. __:.._ ,. _ - - - -- - �_�.��_: _ POWER PLAN f Fes, E102 .. . .� 3 • TBL3 . .�. ., -� "? '%'�� ,:_ : -,._. ... .. ��-�..- _ _,. . .�.�: �._... -..:...�... ... ........ ._....... ._ �.: .. �- '� . . �••�� __ = i .: .._.. - ....- _� �:... 4_ ___ � -_,._-.,s�raus.-._r�k .._...- _ - .. )f � - - Y. .v._ _ :_..:: :. E$01 ELECTRICAL ELEVATIONS RR8 �1 C 1 c----� — — — C — _ Au■■■■■■■■■ . _._..__ -- ..._.� : = == = � � t — CT1 T2 T1-._ _ ._._ f i�i.T�.:�'..., -. ■■■■■■■■ I♦■■■■■■■■■■■■■■ T5 . I1 i L. t --- - • issm 1E1111 illiu 1111111 _ — ® I ■■■I m_6 RESTROOM SCALE: 112" = 1'-0" 1 I I I I I I I I I I I I 1 J I I I I I I I I I I I I I I I 1 1 1 1 1 I I f I I { I L �I _ ___. _ 1 — i■■■■■■■■■ ._________I I I I I I I I I I . _ _1 I I I I _ I I I I 1 1 1 1 1 - DINING AREA 7 DINING AREA 9 SCALE: 1/2" = 1'-0" — ! =SCALE: 1/2" 01'-0" � � -■ 1 A iii- ,__ ,_ • • , ,____ _ :__, ,__, 2-155*'1,5'-'-"--;'''.;- ______O-4-*--; -- - .,.. - ---__-_________-_,-__- _-_____--,-__-_-______ _ _-,___-_ j '-'-‘ ... __ ___________.__ ______„____„____ _____ _ _ , _.__ _ __ ___ _ -1 , I BNCHCL1 8WF1 P3 WF1 P2 T4 B1 — RR9 -_- E RR7 i IG1a _I € I•RR6 I t i POS . ,I I • i 4 + RR5SLFS , ; • • ) ' 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_ 11 1 1 1 1 1 1 1 1 1,, 1 1 1 1 1 L I I l l 1 I I I I 1 I 1 I I I I l 1_ 11 I I I I I 1 I l I I 1 1 I i I I I I I I I I I 1 I I I I I 1 I 1 I I I I I I I I I I I I l I 1 1 1 1 I I l 1 I ■ IIIIIIIIIIIIJI � RESTROOM SCALE: 112" = 1'-0" 1 l i 1 I I I I l l I I I I I 1 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I r I L 1 11 11 l1 1 1 ! 1Ell 1 I I I I 1 I I I I I I I l 1 1 7 1 I I I l I I I 1 I il 1 111II1111 l I l II 111III111 I { 1 1 I I I 11 I I I 1 I I I I 1 I I I I I I I -_ x� zI I I I I I I I I I l [ 1 i 1 I I I l I I I I I I I I I I I ITTlI 1 i I I I I f • •1 . QUEUE LINE1 4 QUEUE LINE " = 1'-0" SCALE: 112" SCALE: 112 = 1 0" 8914(4*CN , ,bac RENEWAL 3131119 CL3 61155. i WF1 N.. t/ 44.oF code WF1 —I CL1 / DATES / Al / RR3 @ 11/2/2017 INITIAL / / FRZR R R 1 I P4 WF4 S1 I- -- BNCH FRZR POS 1 IlMil 1,11 \ = 1[MiAB2 CT1 T2 T1 PLOTTED: 11/10/2017 \ @ \ ,._.. i SCA AS NOTED t. • 1 1 t I I 1 1 1 CREATE BY AEDESIGNX \ y m 1 1 T 1 I i ■ I I I I I I I I I I I --_ . T :- 1 1 1 1 ! 1 I I 1 1 I I [ 1 SHEET i RESTROOM "` , 16 I INTERIOR ELEVATIONS SCALE: 1/2" = 1'-0" ,._ _ a 11/1111/11111 QUEUE LINE SCALE: 112" = 1'-0 QUEUE LINE 1 9 SCALE: 1/2" = 1'-0" A801 WINDWARD design services, Ilc :,! 424 OLIVE STREET , : — n: : _ _. � ., _ ._ E- . �. _ _ _„ - — — SANTA BARBARA, CA 93101 .,3�" .,. . . � :: - . . .:......::. _.. a' - - - _-.sa.:�� - - __._. ._... ._ r,,, . �£ � �+.+^ — �. ..w.. ._w. •.. x .-.,>. - q ' - _ — hiY .'' ''L.i.:# W�•.-. ..F�a _ ---� ,.. i a- -. .-., _tel _ ....— :... j ' - � �. '�� __ _Y. ___ -.:":_ - ..._. _ � .,. ...::.;_. .- �. y,.....- . - - ,- - y._ -. _:... �. - z�• >.,..: .-T.-��' �..:�r� ---'^...:r.sem. .- � � .._4 ...,7,,,._..,,..,_� _ __.... � - - .: . . _ �:_ •-` �� - .. _ . • �: T: 805.845.6601 E: INFO@WINDWARDENG•COM LFD m • _ PROJECT rIS- OVN FIRENZA TIGARD, OR r TWLD RCKP RCKP 12280 SW SCHOLLS FERRY RD TIGARD, OR 97223x BNCH i -":1":„.;:;:f..:*.'sill ^.. 1 l 4'x-1 1 �_ F� �. IIIGLVA ..-:,'":: r SHF1 i,. . . .. R CLIENT cT1 _i ,, __ . _. U F_ i) -I- SOAP wF5 Bz TBL31: FIRENZA M _ DI FERRY RD 12280 SW SCHOLLS ,,,41,177:_: a TIGARD, OR 97223 REFI I I SNKH I ` ` I CS 3 SHEET INDEX .,,,,„.„.„ ,,,,...„, ''''. .-.''''''''''''-'.. a'n ;;:::4:-.z.;;;-74,1-,:;,-.:::::,?,7 .i1E-a--,-- ninon. . . si _ , . . _ co mi . . . . __.... . . __ _ _ _ manninummumil- ---- --Eillimiini . 11111111111111111 _ _ _ ____ 0 ..._,„:=....:_. . . 11111 . .. _ ._ _ ,.... __,. ..., _ . . A001 GENERAL NOTES MAKE LINE 0SCALE: 112" = 1'-0" ^ MAKE LINE A1o1 SITE PLAN �t SCALE: 112" = 1'-0" ..-.--._---- A102 FLOOR PLAN A103 ACCESSIBILITY, EGRESS & SIGNAGE A104 RCP& FRAMING A501 ARCH DETAILS A502 ARCH DETAILS A503 ARCH DETAILS ------- - --- - - ._ -____.: ---_-_._ .-_.-.-:1-- MEIN .01 111 _ mem - 7 __ ® _ tY ®itestii: . - A801 INTERIOR ELEVATIONS - - >-' WF6, B2 A802 INTERIOR ELEVATIONS FEK :.. A901 RENDERINGS : .; !OOD 1 . OVN Y• • P101 ::::: �' mommiiiiEN _ _______ _ P102 Y •. _ ______ __ ,.. I - BLNb ® FRZR M001 MECH PLAN CT1 T2 T1 _ - - 1 WF2 POS J WINE V REF2 r j SHF1 �. __-_ a _ M501 MECH DETAILS CAB4 Cr1 REFI BEER __ - REF1 CAB1 ®; V CAB3 FRZREBEI F WFS B2 I! ... �� -. m E101 ELEC PLAN &SCHEDULE T _ B1 ■ ....._,,._ E102 POWER PLAN IEIIIIIIIIIIII IPA MR -2- - 16 4 • i ' • iiiiiiin . . __. .,. .„ pm 1E801 ELECTRICAL ELEVATIONS -..-' i.""''''''''''''-'''''''''''''''--------1' - BLND I ! _ T001 ENERGY ANALYSIS B2 • 1 INN •-.1t-iE.3-4.-.1 ',:' ,:_--..-,-f11.#`-',.. -iiV.4::%-'_:tti-.,...- i .-,., fI illilliME •liNallinliM. el- ,;.,, _ . .',,... - 6 MAKE LINE 9 MAKE LINE1'-0" SCALE: 112" = 1'-0" SCALE: = • • s _ — _ .... z .r.---... .. DRYR DS FE CABM • 1 i x. sass SHF3 SHF2 RCKM SHF3'i WH - TWLD 1;'c''''''''''''' :-.-:-3..''':°t.'"'''"1/4-7:i.'::"7..--i:.;.'1 � ..„....,....,...._ 1..!;::::-:;•-,11.,z7":,, ,,,.:,...-_"--17::,. FLTR RCKS "' 111111 ale', ,d, �1 ° s FCTPI ., n Kgst. �.� _ :,...'„....1 WASH . I - ' II DW SNKP TB2 TRSH1 WF2 GLV SNKW •••• �- �' _ C ] FCTM t I I� • „ �� - i SNKM I t----�CO2_• M ; =I SNKF B2 - - • - 1 r'-° ti-a, • v ... .,, ___ j I 3 - �__. .._I �--r I — — .— ------1--:-.---n- — — • --- - --: . . ....__._.. . • 0 IliWijllMM jl I T T 'I FOOD PREP FOOD PREP SCALE: 1/2'' = 1'-0" (B) ir sIllt 69:781title RENEWAL 3131119 51155. i OFCAL, ® C L 1 DS LCKR 2 DATES -_ _-� -- — DVDR 'r-. SHF3 ! 11/2/2017 INITIAL \ -______-- __._T._. -,. ,: W I SHF2 TB2 \ TRSH1 SNKW DW , ' •) WF2 TB2 •• I� • ;___._� ( -PLOTTED: 11110/2017 / ri .. i- 4 SCALE AS NOTED . . CREATE BY: AEDESIGNX / r/ I / �- \ �• TB3 B2 L SHEET / / - H—r,' - I fi i INTERIOR ELEVATIONS 16 FOOD PREP S FOOD PREP SCALE: 1/2" = 1'-0" A8O2SCALE: 1/2'' = 1'-0" P- PLUMBING NOTES PLUMBING LEGEND 11 PLUMBING FIXTURES - SS - SEWER BELOW FLOOR �j J�� 11.1 PLUMBING FIXTURE FLOW AND USE REQUIREMENTS: }� }[ Y ID 1 GENERAL RESIDENTIAL NONRESIDENTIAL Lll//f.117flJjjf ,a d ,, KO1 L01 SS SEWER ABOVE FLOOR 1.1 THESE NOTES CONVEY MINIMUM CONSTRUCTION REQUIREMENTS AND ARE TO BE USED WHERE THE APPLICABLE CONDITIONS OCCUR. TOILET 5 1.28 GPF <_ 1.28 GPF °a a r'I_ design services, Ilc MORE STRINGENT REQUIREMENTS STIPULATED ELSEWHERE WITHIN THESE DOCUMENTS OR WITHIN RELEVANT MANUFACTURER'S LAVATORY FAUCET < 1.2 GPM (AT 6D PSI) <_0.5 GPM WITH<_0.2 GALS PER CYCLE a " d" " C GAS INSTALLATION INSTRUCTIONS WILL SUPERSEDE. KITCHEN FAUCET 5 1.8 GPM (AT 60 PSI) <_ 1.8 GPM ° d 1.2 UNLESS OTHERWISE NOTED.ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS SHOWERHEAD <-2 GPM (AT 80 PS!) <-2 GPM ` ` " e ' a ` Q " N. CW COLD WATER SUPPLY AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. MULTIPLE SHOWERHEADS <_2 GPM (AT 80 PSI)COMBINED " ay� ° ALL THREAD ROD 424 OLIVE STREET 1.3 DRAWINGS ARE DIAGRAMMATIC; ADJUST PIPE ROUTING & SIZE TO FIELD CONDITIONS AS NEEDED. 0.4 `a!°QQ FC FLOOR CLEANOUT SANTA BARBARA, CA 93101 URINAL <_0.5 GALS PER FLUSH <_0.5 GALS PER FLUSH o a q o ALL THREAD ROD 1.4 NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRE PLUMBING PLAN CHECK PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL 11.2 TOILETS F1,1141 p�a4� F p, 74. REQUIRED AGENCIESFINISH GRADE/FLOOR 27"'I d oa q FLOOR DRAIN T: 805.845.6601 11.2A RESIDENTIAL-CENTER OF FIXTURE SHALL BE ? 15"TO ADJACENT WALL OR 30" CTC TO ADJACENT FIXTURE CENTER. PROVIDE MIN 30"W X r " Fpm 1.5 LAVATORY FAUCETS, SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS OR FAUCETS DESIGNATED AT INSTITUTIONAL)SHALL MEET 24"D AREA IN FRONT OF FIXTURE o°�`Q E: INFO@WINDWARDENG.COM THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARDS 11.2B COMMERCIAL-OPEN FRONT TOILET SEAT. NO SEAT COVER. CENTER OF FIXTURE SHALL BE >_ 15"TO ADJACENT WALL OR 30"CTC TO �� aaQ CQ 1-1 @ FLOOR DRAIN TO GREASE LINE 1.6 COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURES AND DRAINSGRAVEL TILE PLUG I I 1.7 PROVIDE ALL TAILPIECES.TRAPS, STOPS, SUPPLY PIPES TO LAVATORIES DESIGNED AS ACCESSIBLE,W/PREFORMED INSULATION JACKET ADJACENT FIXTURE CENTER. PROVIDE MIN 30"W X 24"D CLEAR SPACE IN FRONT OF FIXTURE. TOILET SEAT TO BE 17" 19"ABOVE FINISHED FLOOR U FS FLOOR SINK PROJECT 1.8 COORDINATE AND SCHEDULE TIMING FOR UTILITY SERVICE CONNECTION 11.2C COMMERCIAL ACCESSIBLE -OPEN FRONT TOILET SEAT. NO SEAT COVER, CENTER OF FIXTURE SHALL BE 18"TO ADJACENT WALL. PROVIDE / .1" HANGER ON 1.9 ALL LINES BELOW SLAB ON GRADE TO BE LOCATED AWAY FROM ALL LOAD BEARING FOOTINGS OR PENETRATIONS PER STRUCTURAL MIN 30"W X 48"D CLEAR SPACE IN FRONT OF FIXTURE. PROVIDE MIN 28 PIPE "W X (FROM BACK WALL TO FRONT EDGE OF BOWL)AT THE SIDE OF ( REQUIRMENTS THE FIXTURE. TOILET SEAT TO BE 17"- 19"ABOVE FINISHED FLOOR DIA. � 2112" PIPE AND GW3.00 GREASE WASTE FIRENZA TIGARD, OR 1.10 ALL VENTS THRU ROOF SHALL BE MINIMUM OF 18 INCHES VERTICAL AND TEN FEET HORIZONTAL AWAY FROM ALL AIR CONDITIONING FRESH 11.3 CONTROL VALVE FOR SHOWER OR TUB-SHOWER SHALL BE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. FLOW RATES<_ '1/ '� CLEVIS HANGER AIR INTAKES AND PROVIDED WITH VANDAL PROOF HOODS 2.5 GPM ON 3" PIPE AND SMALLER HB HOSE BIB 12280 SW SCHOLLS FERRY RD 1.11 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS, FLOORS, INCLUDING ALL SAW 11.4 NO TOILET OR BIDET SHALL BE SET CLOSER THAN 15" FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION NOR CLOSER THAN 30"ON TIGARD, OR 97223 CUTTING AND CORE DRILLING.COORDINATE ALL SAW CUTTING AND CORE DRILLING WITH STRUCTURAL DRAWINGS,ANY CUTTING AND CENTER TO SIMILAR FIXTURES. CLEAR SPACE IN FRONT OF TOILET OR BIDET SHALL BE AT LEAST 24". 111 LARGER litHW HOT WATER SUPPLY DRILLING REQUIRED OF STRUCTURAL ELEMENTS THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS SHALL BE BROUGHT TO THE 11.5 NO URINAL SHALL BE SET CLOSER THAN 12"FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION NOR CLOSER THAN 24"ON CENTER TO - - - - - - SEWER VENT ARCHITECT'S ATTENTION PRIOR TO CUTTING AND DRILLING, CONTRACTOR SHALL SUBMIT PROPOSED LOCATION AND SIZES OF SUCH OTHER URINALS. d ISI - CUTTING AND DRILLING FOR THE ARCHITECT'S AND STRUCTURAL ENGINEER'S APPROVAL 11.6 PROVIDE 12X12 ACCESS PANEL OR UTILITY SPACE AT BATHTUB OR FIXTURE WITH CONCEALED SLIP JOINTS - - - •- • - SEWER VENT ABOVE CLIENT 1.12 COORDINATE ALL EQUIPMENT LOCATIONS, PIPE PENETRATIONS & EQUIPMENT PAD LOCATIONS W/STRUCTURAL PLANS PRIOR TO WORK 1.13 COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TO INSTALLATION. ENSURE THAT ALL CONTROL 12 REVERSE OSMOSIS DRINKING SYSTEMS d II� I I N, PIPE RISER OR DROP DEVICES, SHUT-OFF VALVES, ETC.ARE ACCESSIBLE FOR MAINTENANCE. WHERE ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT 12.1 REJECTION WATER MUST DRAIN THROUGH AN AIR GAP VTA VENT TO ABOVE FIRENZA SHOWN, CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT PRIOR TO INSTALLATION. I I 12280 SW SCHOLLS FERRY RD 1.14 ANY STRUCTURAL FIREPROOFING DAMAGED DURING INSTALLATION OF PLUMBING EQUIPMENT, PIPING, ETC. SHALL BE REPAIRED AT NO 13 SHOWERS ° INSULATION AND VFB VENT FROM BELOW COST TO THE OWNER. REPAIRS SHALL BE AS DIRECTED BY THE ARCHITECT. 13.1 MINIMUM SHOWER AREA TO BE 1,024 SQUARE INCHES WITH A MINIMUM DIAMETER OF 30", MEASURED FROM FINISH SURFACES. MINIMUM INSULATION AND TIGARD, OR 97223 1.15 ALL PIPING PASSING THROUGH CONCRETE/MASONRY WALLS AND FLOORS ARE TO BE SLEEVED. SHOWER AREA TO BE MAINTAINED TO 70"ABOVE DRAIN.SHOWERHEADS, VALVES, GRAB BARS, & SOAP DISHES ALLOWED TO PROTRUDE METAL SHIELD. METAL SHIELD, VTR VENT TO ROOF 1.16 LAVATORYFAUCETS IN REST ROOMS SHALL BE THE SELF CLOSING TYPE FOR PUBLIC USE. INTO REQUIRED AREA. ' 0 ° - 1.17 PROVIDE CROSS CONNECTION PROTECTION AT POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT (OTHER THAN THOSE LISTED IN 13.2 FINISHED THRESHOLD HEIGHT TO BE 2"TO 9"ABOVE TOP OF DRAIN KEYNOTES - GM GAS METER --- INFORMATION BULLETIN 103) 13.3 FLOOR SHALL SLOPE UNIFORMLY FROM THE SIDES TOWARDS THE DRAIN WITH SLOPE ?2% GTA GAS TO ABOVE SHEET INDEX 1.18 WASTE,VENT AND STORM DRAIN PIPING ABOVE GRADE:SERVICE WEIGHT CAST IRON NO-HUB WITH NEOPRENE GASKETS AND TYPE 301 4 13.4 SHOWERHEAD NOT TO DISCHARGE DIRECTLY TOWARDS DOOR KO1 SEE SMACNA DUCT CONSTRUCTION STANDARD- 1ST ED -BAND STAINLESS STEEL CLAMPING DEVICE AS APPROVED BY THE CAST-IRON SOIL PIPE INSTITUTE. 13.5 NET DOOR OPENING WIDTH TO BE>_22". DOOR, IF PRESENT, NOT TO ENCROACH ON THIS MINIMUM WIDTH SECTION FOR UPPER ATTACHMENT DEVICES PER TABLE 8-1 GFB GAS FROM BELOW G001 COVER 1.19 PROVIDE WATER HEATERS CERTIFIED IN COMPLIANCE WITH CALIFORNIA ENERGY APPLIANCE EFFICIENCY STANDARDS. 1.20 PROVIDE DOMESTIC HOT WATER PIPING INSULATION IN ACCORDANCE WITH THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. 14 TAILPIECE PLUMB-FLOOR CLEANOUT PLUMB-PIPING CLEVIS HANGER GFA GAS FROM ABOVE A001 GENERAL NOTES 14.1 MAXIMUM LENGTH OF 24" GW WASTE - TO GREASE TRAP 2 BACKWATER VALVE NOT TO SCALE NOT TO SCALE __._ .. 2.1 FIXTURES WITH FLOOD RIMS BELOW THE NEXT UPSTREAM MANHOLE COVER SHALL BE PROTECTED BY APPROVED BACKWATER VALVE 15 TRAP ARMS GSV GAS SHUTOFF VALVE A101 SITE PLAN LICENSED PLUMBER PERFORMING WORK TO MAKE FINAL DETERMINATION. 15.1 LENGTH LIMITATIONS: 1-1/4"(30"), 1-1/2"(42"), 2"(60"),3"(72"),4"&>(120"), TOILET TRAP (72") WM WATER METER 2.2 NO OTHER FIXTURES SHALL DISCHARGE THROUGH BACKWATER VALVE 15.2 90 DEGREES OF CHANGE ALLOWED WITHOUT CLEANOUT. 135 DEGREES OKAY FOR DIAMETERS 3"AND LARGER PIPE. A102 FLOOR PLAN 2.3 BACKWATER VALVES SHALL BE ACCESSIBLE FOR SERVICE. 15.3 DIAMETER REQUIREMENTS FOR FIXTURES: 1-1/2"(BATHTUB, SINK, RESIDENTIAL DISHWASHER, BIDET, AND LAUNDRY TUB),2"(CLOTHES MA PEX MANIFOLD WASHER, FLOOR DRAIN, AND SHOWER), 3"(TOILET) ACCESSIBILITY, EGRESS & 3 CLEANOUTS AND CLEANOUT COVERS 15.4 P-TRAPS, EXPOSED LOCATIONS: CIO SEWER CLEANOUT A103 SIGNAGE 3.1 PROVIDE CLEANOUT AT UPPER END OF HORIZONTAL DRAIN LINES AND AT INCREMENTS NOT TO EXCEED 100-FT. PROVIDE ADDITIONAL A.TRAP BODY: CAST BRASS, POLISHED CHROME FINISH,ZINC CLEANOUT PLUG. CLEANOUTS WHEN HORIZONTAL CHANGE IN DIRECTION EXCEEDS 135 DEGREES. B.WALL BEND: 17 GAUGE BRASS, POLISHED CHROME FINISH. PR PRESSURE REDUCING VALVE/ A104 RCP& FRAMING 3.2 BUILDING SEWER CLEANOUT REQUIRED WITHIN 2-FT OF BUILDING DRAIN. USE OF TWO-WAY CLEANOUT AT THIS LOCATION ELIMINATES THE C. FLANGE: CHROME-PLATED STEEL. BACKFLOW DEVICE COMBO _ NEED FORA CLEANOUT A THE UPPER TERMINAL OF THE BUILDING DRAIN. D. MANUFACTURER:AMERICAN STANDARD, KOHLER, DEARBORN BRASS, MCGUIRE, ZURN, EBC, OR APPROVED. SIMILAR TO MCGUIRE C8912. A501 ARCH DETAILS 3.3 CLEANOUTS NOT REQUIRED ABOVE FIRST FLOOR. 15.5 P-TRAPS, CONCEALED WITHIN CHASES, WALLS, OR UNDERFLOOR: SFA SOIL PIPE FROM ABOVE 3.4 UNDER FLOOR CLEANOUTS SHALL BE NO MORE THAN 20-FT FROM ACCESS. A. MATERIALS: ONE PIECE CAST IRON. 3.5 CLEANOUTS UP TO 2"DIAMETER REQUIRE A MINIMUM OF 12"CLEARANCE IN FRONT OF CLEANOUT. 18''MIN REQUIRED FOR DIAMETERS > 2". B.JOINTS: NO-HUB. WFA WASTE PIPE FROM ABOVE A502 ARCH DETAILS 3.6 CLEANOUT NOT REQUIRED FOR PIPE LENGTHS LESS THAN 60" UNLESS SERVING SINK OR URINAL 15.6 TRAP PRIMER STATION: 3.7 WALL CLEANOUTS, INTERIOR FINISHED AREAS: SV WATER BALL SHUTOFF VALVE A. PLUG:CAST IRON SPIGOT FERRULE WITH BRONZE, TAPER THREAD. A. FLUSH VALVE PRIMER FITTING DIVERTS WATER TO TRAP WHEN FLUSH VALVE IS ACTIVATED. -j lc1 GAS APPLIANCE SHUTOFF VALVE A503 ARCH DETAILS B. DESCRIPTION: REPLACES STANDARD FLUSH VALVE FLUSH CONNECTION. INCLUDES CHROME PLATED TEE,TUBING.AND ESCUTCHEON. B. COVER: ROUND NICKEL BRONZE FRAME WITH COVER, PERIMETER VANDAL PROOF SCREWS, ANCHORING LUGS. C. MANUFACTURER/MODEL: PRECISION PLUMBING PRODUCTS FLUSH VALVE TRAP PRIMER MODEL FVP-1VB. INSTANT C. MANUFACTURER:JAY R.SMITH,JOSAM, JONESPEC, MIFAB, WADE, WAITS, ZURN, OR APPROVED. SIMILAR TO JAY R. SMITH 4436-U-NB. 0 WATER HEATER (INSTANT) A801 INTERIOR ELEVATIONS 3.8 WALL CLEANOUTS, INTERIOR UNFINISHED AREAS AND CONCEALED: 16 SANITARY WASTE AND VENT PIPES A. PLUG: BRONZE,TAPER THREAD. 16.1 BELOW GRADE OPTION#1 A802 INTERIOR ELEVATIONS B. COVER: SHALLOW STAINLESS STEEL OR DEEP CHROME PLATED BRONZE, SECURED TO PLUG W/COUNTERSUNK,VANDAL PROOF SCREW A. PIPE: PVC DWV,ASTM D-2665. C. MANUFACTURER:JAY R. SMITH, JOSAM, JONESPEC, MIFAB. WADE. WAITS,ZURN, OR APPROVED. SIMILAR TO JAY R. SMITH 4472-U B. FITTINGS: PVC DWV,ASTM D-2665 AND D-3311. (SHALLOW)OR 4715-U (DEEP). C. JOINTS: SOLVENT-CEMENTED, IN ACCORDANCE WITH ASTM D-2855, USING ASTM D-2564 SOLVENT CEMENT AND ASTM F-656 PRIMER. A901 RENDERINGS 3.9 PROVIDE CLEANOUTS WHERE INDICATED ON DRAWINGS AND ADDITIONAL CLEANOUTS AS REQUIRED TO MEET CODE REQUIREMENTS. 16.2 BELOW GRADE OPTION#2: - - INSTALL IN ACCORDANCE WITH CLEANOUT DETAILS ON DRAWINGS. A. PIPE:ABS DWV, ASTM D-2661. P101 WASTE &VENT PLAN B. FITTINGS:ABS DWV, ASTM D-2661 AND D-3311. 4 DISHWASHER C. JOINTS: SOLVENT-CEMENTED, USING ASTM D-2235 SOLVENT CEMENT. P102 WATER& GAS PLAN 4.1 AIR GAP OR INTEGRAL BACKFLOW DEVICE REQUIRED FOR DISHWASHER DRAIN LINES-REFER TO PLANS FOR METHOD SPECIFIED 16.3 ABOVE GRADE: SERVICE WEIGHT CAST IRON NO-HUB WITH NEOPRENE GASKETS AND TYPE 301 4 BAND STAINLESS STEEL CLAMPING GRAVITY GREASE INTERCEPTOR DEVICE AS APPROVED BY THE CAST-IRON SOIL PIPE INSTITUTE. 5 GAS PIPING 16.4 SLOPE VENTS TOWARDS WASTE OR SOIL PIPE. M001 MECH PLAN 5.1 POLYETHYLENE OR POLYBUTYLENE APPROVED FOR UNDERGROUND EXTERIOR USE ONLY,AND TO BE INSTALLED BY WORKERS FAMILIAR 16.5 VENT PIPES MUST BE AT LEAST 2 PIPE DIAMETERS FROM TRAP. Fixture DFU GPM Total WITH THE PARTICULAR REQUIREMENTS. PIPE TO BE A MINIMUM OF 18"BENEATH GRADE. 18AWG TRACE WIRE TO BE RUN WITH PIPE 3 Floor Sinks 16.6 VENT PIPES SHALL EXTEND THROUGH FLASHING AT LEAST 6"ABOVE THE ROOF AND SHALL NOT BE WITHIN 12"OF ANY VERTICAL SURFACE. M501 MECH DETAILS 5.2 IRON OR STEEL PIPE, INSTALLED IN EXTERIOR LOCATIONS, TO BE PROTECTED BY FACTORY APPLIED WRAPPING APPROVED FOR SUCH USE. 16.7 VENT PIPES TERMINATING < 1D-FT HORIZ. FROM OPERABLE DOOR OR WINDOW SHALL BE AT LEAST 3-FT ABOVE OR 4-FT BELOW OPENING. ( ) (3inch) 15 7.5 1.50 PIPE TO BE A MINIMUM OF 12" BENEATH GRADEMo Sink 16X20X6 16.8 VENT PIPES TERMINATING < 10-FT HORIZONTALLY FROM DECK SHALL BEAT LEAST 7-FT ABOVE DECK. p ( ) 2 1 1.00 5.3 GAS PIPE TO BE BLACK PIPE OR APPROVED FLEXIBLE GAS PIPE IF INSTALLED BY WORKERS FAMILIAR WITH THE PARTICULAR SYSTEM Dishwasher 2 1 1.00 E101 ELEC PLAN &SCHEDULE REQUIREMENTS 17 WATER HEATER 5.4 FLEX-PIPE WITHIN 1"OF JOIST OR STUD EDGE SHALL BE PROTECTED WITH NAIL PLATE 17.1 INSTALL 1-1/2"WIDE, 16 GA STRAP AT 1/3 FROM THE TOP& 1/3 FROM THE BOTTOM OF THE WATER HEATER. STRAPS NOT REQUIRED IF Total Peak Drainage GPM 9.50 E102 POWER PLAN 5.5 UNDER FLOOR PIPING TO BE MINIMUM OF 6"ABOVE GROUND "FLASH"WATER USED AND APPROPRIATE MANUFACTURER'S MOUNTING HARDWARE IS USED. Time Retention 30 Minutes 30.00 5.6 GAS PIPE NOT TO BE BURIED UNDER OR IN SLAB WITHIN THE BUILDING, EXCEPTION: IF ALLOWED BY LOCAL JURISDICTION, PIPE MAY BE 17.2 INSTALL BALL VALVE AT OR NEAR COLD WATER SUPPLY INLET& HOT WATER OUTLET INSTALLED IN A SLEEVE THAT VENTS TO THE OUTSIDE. REVIEW SPECIFIC INSTALLATION CODE REQUIREMENTS 17.3 INSTALL UNIONS WITHIN 12"OF WATER HEATER TO ALLOW FOR SERVICEABILITY Storage Factor 1.25 1.25 E801 ELECTRICAL ELEVATIONS 5.7 NATURAL GAS (NG), BURIED: 17.4 IF INSTALLED IN GARAGE, WATER HEATER PLATFORM TO BE MIN. 18"ABOVE SLAB Gravity Grease Interceptor Capacity A. PIPE: POLYETHYLENE 2406 (PE), YELLOW, SDR 11,ASTM D-2513. 17.5 INSULATE FIRST 5 FEET OF PIPING. INSULATION NOT NEEDED IF"FLASH"WATER HEATER USED (gallons) 356.25 T001 ENERGY ANALYSIS B. FITTINGS: POLYETHYLENE 2406(PE), YELLOW, SDR 11,ASTM D-2513, FUSION TYPE. 17.6 FOR WATER HEATERS WITH 50 GALLON CAPACITY OR LESS, PROVIDE R-12 BLANKET IF ENERGY FACTOR<0.58 C. JOINTS: HEAT FUSION, IN ACCORDANCE WITH ASTM D-2657. B. 17.7 IF IN GARAGE, INSTALL PARKING CURB OR BOLLARD TO PROTECT WATER HEATER FROM POSSIBLE IMPACT 5.8 NATURAL GAS (NG), BURIED,AT TRANSITION TO ABOVE GRADE PIPING: 17.8 THE T&P DRAIN PIPE SHALL BE OF THE SAME DIAMETER AS THE RELIEF VALVE OUTLET AND SHALL EXTEND TO THE OUTSIDE OF THE A. PIPE: FLEXIBLE ANODELESS RISER. BUILDING WITH THE END OF THE PIPE NOT MORE THAN 6"ABOVE THE GROUND B.TRANSITION: PE PIPE TO THREADED NIPPLE ASTM F1973, 17.9 WHERE THE WATER HEATER IS INSTALLED IN A LOCATION WHERE LEAKAGE WILL CAUSE DAMAGE,SUCH AS IN SUSPENDED CEILING C.JOINTS: NO WELD DESIG SPACES, FURRED SPACES OR ATTICS, THE WATER HEATER SHALL BE INSTALLED IN A GALVANIZED STEEL PAN HAVING A MINIMUM D. PROTECTIVE COATING: EPDXY COATING. THICKNESS OF 0.0276 INCH. THE PAN SHALL BE NO LESS THAN 1-1/2 INCHES DEEP AND SHALL BE LARGE ENOUGH TO RECEIVE ALL E. MANUFACTURER: CHICAGO FITTINGS OR APPROVED. SIMILAR TO CHICAGO FITTINGS ANODELESS RISER FR. DRIPPING OR CONDENSATE FROM THE WATER HEATER.THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A MINIMUM 5.9 NATURAL GAS (NG),ABOVE GRADE, 2-1/2 INCH DIAMETER AND SMALLER: DIAMETER OF 3/4-INCH OR THE OUTLET DIAMETER OF THE REQUIRED RELIEF VALVE WHICHEVER IS LARGER.THE PAN DRAIN SHALL A. PIPE: SCHEDULE 40 BLACK STEEL,ASTM A-53, GRADE B. EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY LOCATED INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE B. FITTINGS: MALLEABLE IRON, CLASS 150,ANSI B-16.3. EXTERIOR OF THE BUILDING AND TERMINATE NO LESS THAN 6 INCHES OR MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND PLUMBING FIXTURE SCHEDULE C. JOINTS: SCREWED, 17.10 WATER HEATERS INSTALLED IN CONFINED SPACES(<50 CUBIC FEET PER 1,000 BTU/H INPUT)SHALL BE VENTED TO UNCONFINED SPACES BY PLUMBING ELECTRICAL 5.10 SLEEVES AND SEALS: PROVIDING TWO OPENINGS INTO THE ENCLOSURE. EACH OPENING SHALL HAVE A MINIMUM VENTILATING AREA OF 1 SQUARE IN PER 1,000 MARK QTY TYPE DESCRIPTION ROOM MANUFACTURER MODEL NOTES A. MATERIAL: GALVANIZED STEEL. BTU/H AND SHALL BE NO LESS THAN 100 SQUARE INCHES. OPENINGS SHALL BE IN THE UPPER AND LOWER THIRDS OF THE ENCLOSURE CW HW DR GAS BTUH HP 'AMP V PH KW B. MINIMUM GAUGE: 20 GAUGE MINIMUM. AND SHALL BE PROTECTED BY SCREENS MEASURING NO SMALLER THAN '/."X'/4" FCTM 1 PLUMBING SERVICE FAUCET-MOP SINK FOOD PREP • KROWNE 16-127 1/2" 1!2" 0.00 0.00 C. MINIMUM SIZE: 1/2 INCH LARGER THAN DIAMETER OF PIPE, INCLUDING INSULATION. 17.11 PROVIDE CLEAR AREA, 30"W X 24"D MIN, IN FRONT OF WATER HEATER FCTP 1 PLUMBING MIXING FAUCET FOOD PREP JOHN BOOS _ PBF-I2-SLE-X 112" 1I2" 0.00 0.00 D. INSTALL SLEEVES AND SEALS AT PIPE PENETRATIONS THROUGH WALLS AND FLOORS. INSULATION SHALL BE CONTINUOUS THROUGH 17.12 CONDENSATE PIPING SHALL BE HARD DRAWN TYPE "M" COPPER MADE UP WITH WROUGHT COPPER SOLDER JOINT TYPE FITTINGS. 'FCTW 1 PLUMBING FAUCET FOOD PREP T&S BRASS B-0231 1/2" 112" 0.00 0 00 PENETRATIONS. • - E. CAULK BETWEEN PIPE AND SLEEVE AT PENETRATIONS OF WALLS AND FLOORS WHICH ARE NOT FIRE-RATED. FLTR 1 PLUMBING WATER FILTER ASSEMBLY FOOD PREP EVERPURE EV9324-21 314" 0.00 0.00 18 WATER SUPPLY FS 5 PLUMBING FLOOR SINK 12X12X6 W/3"OUTLET&3/4 GRATE FOOD PREP JR SMITH 320-Y03&GRATE 320-13 3" 0.00 0.00 18.1 BALL TYPE SHUT-OFF VALVE TO BE INSTALLED BETWEEN SERVICE WATER METER AND WATER PRESSURE REDUCING VALVE. RCPM 1 PLUMBING RECIRCULATION PUMP FOOD PREP • TBD TBD 1/2" 15.00 120 1 1.80 6 GAS SHUTOFF VALVES 18.2 WATER PRESSURE REDUCING VALVE WITH INTEGRAL BY-PASS CHECK VALVEAND STRAINER TO BE INSTALLED AT BUILDING WATER SUPPLY 6.1 MAIN GAS SHUTOFF REQUIRED AT EXTERIOR OF BUILDING AND TO BE READILY ACCESSIBLE INLET.VALVE SHALL BE ACCESSIBLE FOR CLEANING AND ADJUSTMENT WITHOUT REMOVAL OF PIPE OR VALVE. BUILDING'S POTABLE WATER RR1 2 PLUMBING WALL-MOUNT LAVATORY FOOD PREP KOHLER K-2005 0.00 0.00 6.2 DEDICATED GAS SHUTOFF VALVE REQUIRED WITHIN 4-FT OF FIREPLACE, BBQ AND OUTSIDE HEARTH SUPPLY SYSTEM STATIC PRESSURE NOT TO EXCEED BD PSI. RR5 2 PLUMBING TOILET,COMMERCIAL,ADA APPROVED FOOD PREP TOTO ECO DRAKE CST744EL 0.00 0.00 6.3 DEDICATED GAS SHUTOFF VALVE REQUIRED WITHIN 3-FT OF EACH APPLIANCE 18.3 COPPER TUBE USED IN WATER SUPPLY SYSTEM TO HAVE A MINIMUM WEIGHT OF TYPE L OR K.COPPER TUBING TO BE INSTALLED WITHOUT SNKF 1 PLUMBING HAND SINK FOOD PREP JOHN BOOS PBHS-W-1410-P-SSLR-X 1/2" 112" 1-718" 0.00 0.00 L&R SIDE SPLASH 6.4 GAS VALVES, SIZE 2 INCH AND SMALLER: JOINTS WHERE POSSIBLE. JOINTS SHALL BE BRAZED & FITTINGS ARE TO BE WROUGHT COPPER, PIPE TO BE A MIN. OF 12"BELOW GRADE. SNKH 1 PLUMBING HAND SINK FOOD PREP JOHN BOOS PBHS-W-1410-P 1/2" 1/2" 1-716" 0.00 0 00 NO SIDE SPLASH A. DESCRIPTION: BALL VALVE LISTED FOR NATURAL GAS SHUTOFF. 18.4 APPROVED PEX PLUMBING SYSTEMS TO BE INSTALLED BY WORKERS FAMILIAR W!REQUIREMENTS OF THE PARTICULAR SYSTEM SELECTED SNKM 1 PLUMBING MOP SINK FOOD PREP -ADVANCE TABOO 9-0P-20 2" 0.00 0.00 B. BODY: BRONZE. 18.5 PIPE THAT IS WITHIN 1"OF JOIST OR STUD EDGE SHALL BE PROTECTED WITH NAIL PLATE. SNKP 1 PLUMBING PREP SINK W/DRAINBOARD FOOD PREP JOHN BOOS 1818244-1D24L-X 1/2" 1/2" 1-112" 0.00 0.00 C. HANDLE: WING OR LEVER TYPE. 18.6 BALL VALVES: SNKW 1 PLUMBING THREE(3)COMPARTMENT SINK FOOD PREP ADVANCE TABOO 94-23-60-24RL 1-1/2" 0.00 0.00 --- D. ENDS: THREADED. A. TYPE: FULL PORT, 2-PIECE BODY. SOAP 2 PLUMBING HAND SOAP DISPENSER FOOD PREP BOBRICK B-4112 0.00 0.00 E. BALL:CHROMECPLATED BRASS. B. BODY: BRONZE. • WH 1 PLUMBING WATER HEATER,62 GAL,ELECTRONIC IGNITION FOOD PREP 'BRADFORD WHITE PDX-65S-65B-3N 1-1/2" 314" 65,000 1.93 120 1 0.25 F. SEAT AND STEM PACKING:TEFLON OR RPTFE. C. RATED WORKING PRESSURE: MINIMUM OF 150 PSIG STEAM;400 PSIG WOG. _ - G. MANUFACTURER: CONBRACO-APOLLO, OR APPROVED. SIMILAR TO CONBRACO APOLLO 90-100 SERIES. D. HANDLE: UNINSULATED PIPE:STANDARD LEVER HANDLE. E. ENDS:THREADED OR SOLDERED. 7 LAUNDRY F. STEM AND BALL: STAINLESS STEEL,OR CHROME-PLATED BRONZE OR BRASS. 7.1 TRAP TO BE BETWEEN 6"AND 18"ABOVE THE FLOOR G. SEATAND SEALS: TEFLON, TFE, OR BUNA-N. 7.2 STANDPIPE RECEPTOR TO BE >= 18"AND <=42" IN HEIGHT H. MANUFACTURER: CRANE,WORCESTER,APOLLO, WAITS, HAMMOND, GRINNELL, MILWAUKEE, WKM,JOMAR, OR APPROVED. SIMILAR TO 7.3 CLOTHES WASHERS MAY DRAIN TO LAUNDRY TUB HAMMOND MODEL 8301A(THREADED)OR 8311A(SOLDERED). 18.7 STOPS AND SUPPLIES: 8'-0" 12'-6" 40'-7" 8 PIPE AT FOUNDATION A.VALVE:CHROME-PLATED BRASS,ANGLE PAITERN, LOOSE KEY, BRASS STEM. / / / 8.1 SEE CONC-PIPES &TRENCHES @ FNDN B. INLET: 1/2 INCH THREADED, FEMALE. 8.2 DETERMINE LOCATION OF EXISTING UNDERGROUND UTILITIES AND SERVICES. UNCOVER BY HAND DIGGING C. INLET NIPPLE: BRASS. 8.3 REPAIR ANY DAMAGE TO EXISTING, CONCRETE. PIPING, ETC., AT CONTRACTOR'S EXPENSE. D. FLANGE: CHROME-PLATED STEEL. .- V 1.50 V 1.50 V 1.50 -1 8,4 BEDDING: BURIED PIPES SHALL BE LAID ON MINIMUM 4 INCHES OF COMPACTED CRUSHED ROCK BEDDING. BEDDING SHALL EXTEND FROM E. OUTLET:3/8 INCH COPPER, COMPRESSION FITTING. .. - \ \ BOTTOM OF PIPE TO UNDISTURBED EARTH, BE EVENLY GRADED TO SUPPORT PIPE AT PROPER SLOPE,AND COMPACTED TO 95% DENSITY -- - !` I7F. r " F. SUPPLY RISER: 318 IN. FLEXIBLE COPPER, NON-CORRUGATED, CHROME-PLATED, W!NOSE PIECE & LENGTH TO SUIT FIXTURE SERVED. 1 ; ! I I _ OF AASHTO T-180/ASTM D-1557. G. MANUFACTURER: CHICAGO, MCGUIRE, EBC, ZURN, OR APPROVED.SIMILAR TO MCGUIRE 'HEAVY"H2165LK OR H2166LK. • • III 41 o 8.5 BACKFILLING: UNDER CONCRETE SLABS, BACKFILL SHALL BE PEA GRAVEL OR CRUSHED ROCK. FILL MATERIAL SHALL EXTEND FROM BEDDING MATERIAL TO THE BOTTOM OF SURFACING MATERIAL, FILLING VOIDS AROUND PIPE FILL IN MAXIMUM 8 INCH LIFTS AND COMPACT 18.8 WATER HAMMER ARRESTORS F '� cv I to MAKE LINE E A.TYPE: FACTORY PRESSURIZED AND SEALED, WITH STAINLESS STEEL BELLOWS OR BRASS PISTON. w i �o > / PIZZA OVEN K01 457 sq ft TO 95% DENSITY OF AASHTO T-180/ASTM D-1557. B. INSTALL IN ACCORDANCE WITH PDI STANDARD WH-201. L i i' .--= "' • C. TESTING AND FIXTURE UNIT RATINGS: IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE (PD1)STANDARD WH-201. 0 ... 0 . i ` q K01 �? 9 PIPE AT FRAMING D. MANUFACTURER: JAY R. SMITH.JOSAM, MIFAB, PRECISION PLUMBING PRODUCTS (PPP), SIOUX CHIEF,WADE,WATTS,ZURN, OR I 1444�� I �> n: S5 P•••• 1!c 9.1 SEE FRMNG-CUTTING & NOTCHING DETAIL0 o WALK»IN -- ' APPROVED. SIMILAR TO JAY R. SMITH 'HYDROTROL"OR PPP"SC" SERIES. w- --ii ) ,IF I; a m j1 9.2 REFER TO SPECIFIC MANUFACTURING REQUIREMENTS FOR DRILLING, NOTCHING, AND CUTTING OF I-JOISTS AND OTHER ENGINEERED un p -� f ( y I . = ![ Il b n • C I3 .t ©__ d 0 I` LUMBER 19 PEX € � �. .��. - y ri i li 19.1 INSTALL PEX (ZURN) HOT&COLD WATER MANIFOLDS T I I \ ��> 1 I 1. 14 PIPE SUPPORTS 19.2 INSTALL HOT WATER MANIFOLD AS CLOSE AS POSSIBLE TO HOT WATER HEATER, BUT NO CLOSER THAN 18" I I .�, I `-•- ' -_ 10.1 CAST IRON NO HUB: HORIZONTAL SUPPORT TO BE WITHIN 18"OF EVERY OTHER JOINT AND NOT TO EXCEED 4-FT O.C. BETWEEN SUPPORTS. - - --- ---- - - A� '. ,. ...... a ,{ 19.3 RUN DEDICATED 112" LINES TO EA BATHTUB �_ _ o p D ! I VERTICAL SUPPORT AT BASE AND EACH FLOOR WITH A MAXIMUM VERTICAL SPACING BETWEEN SUPPORTS OF 15-FT 19.4 RUN DEDICATED 112" LINES TO WASHER I I KO1 r� O - 10.2 COPPER: HORIZONTAL SUPPORT FOR PIPE <= 1-1/2"DIAMETER NOT TO EXCEED 6-FT O.C. FOR PIPE DIAMETER >=2",SUPPORTS NOT TOI '-- € �� ' dry• i i o 19.5 RUN DEDICATED 3/8" LINE TO EA FIXTURE > c, EXCEED 10-FT O.C.VERTICAL SUPPORT AT EACH FLOOR AND SHALL NOT TO EXCEED 10-FT BETWEEN SUPPORTS (E) 200 AMP PANEL i ( I i QUEUE 22'-0" 10.3 PEX: HORIZONTAL SUPPORTS AT 32"O.C. NOT TO EXCEED 4-FT O.C. VERTICAL AT EACH FLOOR WITH MID-STORY GUIDES 20 PIPE INSULATION 1201240 3PH • --- / �'� 10.4 PVC AND ABS DWV: HORIZONTAL SUPPORTS NOT TO EXCEED 4-FT O.G. ALLOW FOR EXPANSION EVERY 30 FT. SUPPORT AT EACH V . - V 2.00 - V 2.00 20.1 IF SPECIFIED PER PLUMBING PLAN, INSULATE ALL HOT WATER PIPE - GW 3.00 GW 3.00 ° • HORIZONTAL BRANCH CONNECTION.VERTICAL SUPPORT AT EACH FLOOR WITH MID-STORY GUIDES 20.2 INSULATION TO BE PROTECTED FROM DAMAGE; INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, &WIND (N) 100 AMP j • - __- - : o 10.5 STEEL FOR GAS: HORIZONTAL AND VERTICAL SUPPORTS FOR 01/2" PIPE NOT TO EXCEED 6'OC, FOR 0314"-1"PIPE NOT TO EXCEED 8'OC, 20.3 INSULATION CONDUCTIVITY RANGE OF 0.24-0.28 BTU-INCH PER HOUR PSF PER°F SU$PANEL '$' K01 FOOD PREP J 00 D FOR >01" PIPE NOT TO EXCEED 10' :--t -s.( �� 20.4 TRAP AND SUPPLY INSULATION KITS 712 S ft o •,,,„,° 3'-8" 18'-0° 3'-8" 10.6 RING HANGERS FOR PIPE SIZES 3 INCH AND SMALLER: 00C:, q I� ti / / / A. COMPLIES WITH ADA REQUIREMENTS FOR INSULATING PIPES AND FITTINGS UNDER HANDICAPPED ACCESSIBLE FIXTURES. c - """"" A. TYPE: CARBON STEEL BAND,ADJUSTABLE,WITH KNURLED SWIVEL NUT. 13 -- •; "'"" B. FINISH:ZINC PLATED B. MATERIAL: MOLDED CLOSED CELL VINYL. I° _. d i3 p i cv C.APPROVALS: UL AND FM. C. COMPONENTS: PRE-MOLDED TO FIT TRAP, TAIL PIECE, WALL BEND, SUPPLIES,AND STOPS. • i i D. FOR UNINSULATED COPPER PIPING: EQUIVALENT TO MODEL SPECIFIED, WITH ADDITION OF COPPER PLATING, NEOPRENE COATING, OR D. BURNING CHARACTERISTICS: SELF-EXTINGUISHING WHEN TESTED IN ACCORDANCE WITH ASTM D635. I .� I N ..00 -_---i _ I ^� - r E. COLOR:WHITE. k3 `V ' IET 1---Li .PVC COATING. -'_.___.__F. MANUFACTURER: MCGUIRE, TRUEBRO, EBC, OR APPROVED. SIMILAR TO MCGUIRE 'PROWRAP". O 3'-1/ ' ti4'-0" 8'-0" �� i 'I 081:::'-)10.7 HANGER RODS: / o� I,/04 / / ,( I, ;, A. MATERIAL: CARBON STEEL. 21 PIPE PERFORATION :. / r 1[ I B. FINISH: INDOORS:ZINC PLATED. ;i 10.8 ESCUTCHEONS CONSTRUCTION:2" DIAMETER OPENING AND SMALLER: CAST BRASS NICKEL-PLATED WITH SET SCREW. SIZE:SUFFICIENT 21.1 A. PIPE PER (PVC)STANDARD ASTM D 3034 OR (HDPE)STANDARD AASHTO 252M % 191 ,.; LL o DINING TO COVER SLEEVES AND OPENINGS. B. SLOTTED PIPE SHALL HAVE 2-4 ROWS OF SLOTS CUT PERPENDICULAR TO THE AXIS OF THE PIPE OR ATA RIGHT ANGLE TO THE PITCH OF . / o3, 746 sq ft CORRUGATION / '1• -.- -__ C. SLOTS SHALL BE 0.04 TO 0.1-IN.AND SHALL HAVE A LENGTH OF 1 TO 1.25-IN. -� --- I II -0 I D. SLOTS SHALL BE LONGITUDINALLY SPACED SUCH THAT THE PIPE HAS A MIN. 1-IN PER LINEAR SOFT. -. © . ,?,00 1 V 2.00 - 14 2 00 /1 to > �\ 2.00 V 2m HK01% Y.' H__ r. IS 11 4 f{ 22 WATER SOFTENER J _ �` /� > / � / > ® [ !; 1 1 -PO ._ 22.1 USE POTASSIUM CHLORIDE WITH ALL SOFTENER SYSTEMS TO AVOID SODIUM DETERIORATION OF PIPES \ ¢ - p W ---- -- `' r O 1�0 M E N'S MEN'S `k' 1 ;,� I __ . . �a �� c-� y B .-+r / i. F 1 A 23 BACKFLOW PREVENTER S 4.0 SS414-.k0 554.0000ill 1 23.1 BACKFLOW ASSEMBLIES SHALL BE TESTED AT THE TIME OF INSTALLATION, REPAIR, OR RELOCATION AND NOT LESS THAN ON AN ANNUAI,F SS LI 01.00 FCO-SS�I,00 F� C1= 0'• � l 'T� (Si! .. DATES BASIS. TESTING SHALL BE PERFORMED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER IN ACCORDANCE WITH ASSE SERIES 5000 K02 }- A 5q S ROOMS - 1----' _ - WAREWASHING 3.Q0-CQ- 3-00 -* - 0 `-.- 11/2/2017 INITIAL KO1 '0 GW 3.00 -x,Gw3.00 GIN 3.oa o l.. _. l . .. 3 --- ------ -- 1 - _ _ 3 WASTE VENT �-.---,. , CE-_- 1> I I = I PLAN VIF -_ NORTH •rte 4.•- ! 7'-8 1/2" / T /5 1/2" T /-0" 33'-2" I PLOTTED: 11/10/2017 , / 69'-1" / SCALE AS NOTED GENERAL NOTES- CREATED BY: WE G01 LOCATE FLOOR SINKS SO THAT HALF OF THE GRATE IS EXPOSED SHEET G02 INSTALL CATCH PAN BELOW ANY PLUMBING WITHIN SWITCHGEAR ROOM G03 PLUMBING FLOOR SINK NOTE- DRAIN LINES, RUNNING FROM APPLIANCES OR EQUIPMENT TO FLOOR DRAINS,SHALL BE HARD PIPED FROM THE TOP OF THE COUNTER TO THE FLOOR SINK. NO FLEX TUBING OR FLEX LINES WASTE & VENT PLAN KEYNOTES - K01 ROUTE WASTE INDIRECTLY TO FLOOR SINK K02 4" POC WASTE STUB 0PLUMBING WASTE & VENT P101 SCAT E: 114" = 1' 0" PLUMBING LEGEND / 8'-0" / 12'-6" 401-7" / - SS - SEWER BELOW FLOOR \i\f I tI '\ I \II S5- - SEWER ABOVE FLOOR design services, IIC GENERAL NOTES - C GAS 7 __ cw0.5o ca1v1:.5o CW 0.50 Cw0.55 �, - CW COLD WATER SUPPLY �.� 424 OLIVE STREET �.� ,�Hw o.5o HW 0.50 -HYY 0.50 HW 0.50 - G01 UNO, WATER SUPPLY PIPE DIAMETERS NOT EXPRESSLY SPECIFIED TO BE 0 112 + �" FC FLOOR CLEANOUT ■� o G02 UNO, GAS PIPE DIAMETERS NOT EXPRESSLY SPECIFIED TO BE 3/4" SANTA BARBARA, CA 93101 + ii o MAKE LINE ! ; ' '' ``� - o i RC 5 0��'" RC 0.5 RC 0 G03 UNO, SEWER PIPE DIAMETERS NOT EXPRESSLY SPECIFIED TO BE 0 2" 457 sq ft f@ FLOOR DRAIN T: 805.845.6601 I , w i ; �''' I 3 t _ G04 UNO, SEWER VENT PIPE DIAMETERS NOT EXPRESSLY SPECIFIED TO BE 0 1-1/2 Q 1_1 1 O wo.50 I / I i;' I G05 ALL HOT WATER PIPE TO BE INSULATED @ r-. E: INFO WINDWARDENG.COM r4 o _ l WALK-IN -- i -__ - 0 0. 0 __ • , ?^; ' -77 1 @ FLOOR DRAIN TO GREASE LINE _,: w G06 INSTALL CATCH PAN BELOW ANY PLUMBING WITHIN SWITCHGEAR ROOM a - , , o I -. ' d ,� • 'F.. , '•4',., FS FLOOR SINK }I1 3 ! a ' t U C ._ 'aM A.7-1 a l KEYNOTES H 1 `_� PROJECT o , i `� Y . h 9 ,1' - GW 3.00 GREASE WASTEFIRENZA TIGARD OR 1 REA E I • W o, -__._____.___. __ - ,._ .w .._..____ K01 PROVIDE RE CIRC PUMP @WATER HEATER WITH PIPING TO HANDWASH SINKS & I �' - HB HOSE SIB 12280 SW SCROLLS FERRY RD •-' • Cw 0. 0 two LAYS. RECIRC PUMP TO BE ON TIMER AND SET TO BE ON DURING NORMAL TIGARD, OR 97223 HOURS OF OPERATION. WATER TEMP OF 100 DEGREES F MIN MUST BE REACHED E 200 AMP PANEL T 0o HW HOT WATER SUPPLY ( ) L, ,� QUEUE 22'-O" AT FIXTURE IN UNDER 5 SECONDS 1201240 3PH - c: p K02 PROVIDE BACKFLOW PROTECTION FOR WATER SUPPLY LINE TO CARBONATE - - - - - - SEWER VENT ., F I_(N) 100AMP ! , - - DRINK MACHINE MEETING ASSE 1013 (REDUCED PRESSURE ZONE ASSEMBLY) - - - - SEWER VENT ABOVE CLIENT II SUBPANEL 'B' , 0 3 ---- ..._._ n - \ .�+ DROP FOOD PREP x ,;...�._. ., PIPE RISER OR O FIRENZA ■ 712 S ft I ? ::::::::" 3'-8" 18'-0" 3'-8" VTA VENT TO ABOVE'. .10...0 I � � -_ __ _ ._-..__, •�' / � � I D f Q a N VFB VENT FROM BELOW 12280 SW SCHOLLS FERRY RD o I # TIGARD, OR 97223 ,~ �' n - - VTR VENT TO ROOF - -- - - co- -- g I ' 1 N GM GAS METER r " c' 3'-112" 4'-0" 8'-0" ` / E SHEET INDEX I 3 �, / ,� I-�::�--.: �W;:.W::WTi 1.,.. .ai G ,. ::::_:r: .1._.._..:-.3_. �._.._..z a_:__:3_ GTA GAS TO ABOVE CW 0.75 / �Cw .7 3 CW 0�5 CW o.75 CW 0.75 1 Cw HALL• Cw 0.75 CW 0.75 CW 0.50-4,--i-1 O. • HW 9N75 -+IW 0.75 W 0.75 :eft --t•Hw 0.50 HW 0.50- DINING GFB GAS FROM BELOW G001 COVER H �-I � [Ko1J � pro • 0.5 ' RC 0.5 RC 0.5 RC 0.5 ' IC 0.5 RC 0.5 746 sq ft T. GFA GAS FROM ABOVE - ..__-. ------------ --- R e - o TRAP ---- 1A001 GENERAL NOTES o �, c In to 1 WASTE TO GREASE Q l o / j c; fl •o GSV GAS SHUTOFF VALVE A101 SITE PLAN 0 0 0 1- O o I 1 In a , • 0 _ 3 ` \'�/ ° ,r.2.16 _ I 1 i WM WATER METER --- 0 0• o• a „o �= i A102 FLOOR PLAN OE _ -' `� = I�' WOM N'S ME 'S LiLl _-_ MA PEX MANIFOLD D I ' Jj IIII ACCESSIBILITY, EGRESS & l A103 OFFICE ..___ I . CIO SEWER CLEANOUT SIGNAGE r: " 87 sq ft cl PRESSURE REDUCING VALVE/ WAREWASH NG 15° RESTRO5 r �QO �� PR A104 RCP& FRAMING 1= 150 SC{cft '•' � o k-- BACKFLOW DEVICE COMBO -a, out w �- �' .4;=`\ A501 ARCH DETAILS a -- o cs, o --- , - 41 ____ - _ _ , SEA SOIL PIPE FROM ABOVE - MG3i =� ' if 1. f--- -7)-1'-. --.."L. WFA WASTE PIPE FROM ABOVE o �� • - A502 ARCH DETAILS O .J� r , , -I �' i__ � -- _�1, PLAN SVWATERBALLSHUTOFF VALVE r- A503 ARCH DETAILS ,. 11 - � NORTH I r, ,�\ �H GAS APPLIANCE SHUTOFF VALVE t 1 t " ? INSTANT / 7-8 1/2" / 7-5 1/2" 7-0 / 33'-2" / I o WATER HEATER (INSTANT) A801 INTERIOR ELEVATIONS 69'-1" / --__;/ A802 INTERIOR ELEVATIONS 0 PLUMBING WATER SUPPLY A901 RENDERINGS _._ ..___ SCALE: 1/4" = 1'-.0" . P101 WASTE&VENT PLAN P102 WATER& GAS PLAN M001 MECH PLAN / 8'-O" / 121-6" / 40'-7" -- --- -- OVEN NP130 M501 MECH DETAILS 168k BTUs -- E101 ELEC PLAN & SCHEDULE r_._r_._ -, _ �, _- GENERAL NOTES - IL:_.__''____s - E102 POWER PLAN i.,,. w� o _.__. _--_-__ _- -_._�..... 1 1 �► MAKE LINE E801 ELECTRICAL ELEVATIONS I ------- p // PIZZA OVEN'., 467 s ft G01 UNO, GAS PIPE DIAMETERS NOT EXPRESSLY SPECIFIED TO BE 0 314" q :,- , f CD ()If ' I M I T001 ENERGY ANALYSIS c>c I rIII C] - WALK-IN -_- 1 , ...... _.. ~cri, r 1 ` ! O 1y.I U ,i1„ t I 0 I ,I _ (E)200 AMP PANELQUEUE 1201240 3PH , _ TO ROOF TOP UNITS ----- / 22'-0" -��,'� / l (2) 50k Trane YHC060F3 i 0 d G 0.50-+ M (N) 100 AMP / Total: 120K BTUs I �' ! ' Q ------ N SUBPANEL'B' ! FOOD PREP . 0 ; . 63 - -..--.. o1- 0000 o 3-8 18-0 3-8 712sgft 5-3.F-i--E ..` / t n � e n 1 n I /i I I '� a - U a U h N,- 325-5L600 314 1�t :: - 1 II T WI 12A39 VENT LIMITER I _ i 4. I Y I T iv I i , 1 to BRADFORD WHITE :,:: -. 1 1. L . 3'-112" 4'-0" moo/ 8'-0" _--- - ;, ro � PDX-65S-658-3N �N - LD 65k BTUs �� ' HALL II w I / 0 DINING L_ G 6- G ^50+ /'G0.50 G 0.50 G 0.50 G 0.50 G 0.5 6 0.50 G 0.50' H746 sq ft in -t5 Fe4-j ! \ . \ / t • I z f, • 0 IIt i •- ,..„ DRYER �f WOMEN'S MEN'S II i 0 I11 1 ce 22k BTUs44 "� OFFICE S_- v 11 : I 11 ,, 1 It II 87 sq ft _1 N RESTROOMS - P WAREWASHING --� °p 150 sq ft ... 0 _, C7C-If -r0) \ 1 a 1 1--- ri---- F----„- =- ( --? ' mci 1 .- }--. '' ' I- Y----- -. w •,- -r a _ -_, _ PLAN : . ___ \ NORTH J 1 7'-8 1/2" / 71-5 1/2" / T-0" / 33'-2" I ' / 69'-1" l OPLUMBING GAS SUPPLY NOT TO�CAt'ff 1 1 ® i ill © F - <EF>1f►�f 2 I G 0.75 0 G 0.75 I `Y'- d kirRENEWAL M & co 3/31/19 f 1 l AC 5 TON 61155. l • AC 5 TON 2 > 600 CFM OSA W 1000 CFM OSAEl 40. 0F cocre ROOFTOP 1111 DATES v I 11/2/2017 INITIAL 1 I FRESH AIR INTAKES OF THE AC UNITS SHALL WATER HEATER DEMAND ITEM DESCRIPTION QTY GPH GPM TOTAL GPH TOTAL GPM BE AT LEAST 10 FEET AWAY FROM ALL 1 SINGLE POT SINK 0 - :,7 ,. EXHAUST FANS AND PLUMBING VENTS 2 FOOD PREP SINK 18X18X14 1 10 1.8 10 1.8 r � 3 3-COMP SINK 18X18X100 14 3.6 - PLOTTED: 11/10/2017 4 3-COMP SINK 24X24X10 1 W 25 3.6 25 3.6 5 HAND SINK 2 5 0.5 10 1.0 SCALE AS NOTED 6 LAVATORY 2 5 0.5 10 1.0 7 AUTOMATIC DISHWASHER 1 , 41 2 41 2.0 CREATED BY: WE 8 MOP SINK 1 15 2 15 2.0 SUBTOTALS 111 11 4 SHEET 20% REDUCTION FOR SINGLE SERVICE UTENSILS 0 0.0 PLAN TOTALS 111.0 11.4 NORTH WATER & GAS PLAN . - /" , GAS WATER HEATER BTU = GPH X 666.4 73,970 ELECTRIC WATER HEATER KW = GPH X 0.147 16.3 0 PLUMBING GAS SUPPLY ROOF P102 NOT TO SCALE va_ WINDWAKD SYMBOLS 7 �- _ GENERAL NOTES _.. �' - ,�- CONDUIT EXISTING III `f' design services, Ilc 411411111111 1 _, � 7 1. VISIT JOB SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID- CONDUIT CONCEALED IN WALL OR CEILING Lir-- 11...._„,.. ...",` - :. KE LINE ;• ❖ ice. ' ., (DI"MI ..,, , / PIZZA OVEN 4a7 Sq ft CONDUIT CONCEALED UNDER FLOOR OR BELOW GRADE _! I 2. THE ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDUIT STUBBED OUT AND CAPPED 424 OLIVE STREET NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL ORDINANCES. ..r __ . I r1; - _ SANTA BARBARA, CA 93101 WALK N _� I WHERE PLANS CALL FOR A HIGHER STANDARD THAN APPLICABLE CODES, JFMI 1 € THE PLANS SHALL GOVERN. O CONDUIT TURNED UP T: 805.845.6601 I _ f 3. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS_ :l'Adillpilli 0 o ---o-- -•;.- 1 CONDUIT TURNED DOWN E: INFO@WINDWARQENG,COM •, I 1 ,,„ ,• I I SHALL SE DETERMINED IN THE FIELD TO SUIT FIELD CONDITIONS ,11SEAL OFF ,.. € r -__: ._ . .__--..____ ;-- _ --- -- _- _--- HATCH MARKS INDICATE NO. OF #12 WIRES IN CODE SIZEQPRO C gr I _ �--- - PROJECT T E II l i I -+^ CONDUIT (3) MAX. IN 112" C., (5) MAX. IN 314" C. _ _ t _. f ...... . ....... 4. ALL ELECTRICAL EQUIPMENT, APPLIANCES AND LIGHTING FIXTURES LISTED BY A RECOGNIZED TEST LAB AND BEAR THAT LABEL OF A 3 MAX. IN 1 NO MARKS = 2#12 OR (E)200 AMP PANEL I QU UE (8) C. ♦F- 240 3PH -.-: �. I c ---• SYMBOLS WIND WAKD -. - - CONDUIT EXISTING design services, IIC CONDUIT CONCEALED IN WALL OR CEILING CONDUIT CONCEALED UNDER FLOOR OR BELOW GRADE 424 OLIVE STREET SANTA BARBARA, CA 93101 82,4,6 208V3o 15A C - CONDUIT STUBBED OUT AND CAPPED T: 805.845.6601 3#12, 1#12 B8 GND 314" C OVN SHFI SNKHI • K01 0 CONDUIT TURNED UP E: INFO©WINDWARDENG.COM TWLD AI\ k CONDUIT TURNED DOWN PROJECT CI - --� .w, q.� ® ilo ' t 1� 3 11I (6 11� � 111 ► �II1 III ' {p \ HATCH MARKS INDICATE NO. OF #12 WIRES IN CODE SIZED Ds 1_, 11 , GFIB25 RCPM �, cF I ._... 3 GLV GFI cFi cFi LFD F / „ „ FIRENZA TIGARD, OR B7 RCKP G01 ALL CIRCUITS IN KITCHEN SHALL BE GFCI PROTECTED CONDUIT (3) MAX. IN 112 C., (5) MAX. IN 314 C., " ' -�� ` MAKE LINE (8) MAX. IN 1"C., NO MARKS = 2#12 HEI._. DS Mei B19 PIZZA OVER{ 12280 SW SCHOLLS FERRY RD ME ,-- (e 457 sq ft to -OViDE SEAL OFFS ON 1 y SOAP f i I E801 ® A-3 HOME RUN: LETTER INDICATES PANEL NUMBER(S) INDICATES TIGARD, OR 97223 C DUkTS EXITING WALK-I KEYNOTES - qr _. DVDR � � \ J ._. � _. TWLD �I p I WALK-IN 9 6MB CIRCUIT{S). - B21 • _I POS EI1 SNKF Kot CAB4 B32 ® V� /1 . WALL ABOVE DROP CEILING @ 11'-6"ABOVE FF 1 � ' i SNKP ,,-='' u . GROUND CONNECTION FIRENZA TB3 FCTP - I - -._---- - - -- -- I , / _ 12280 SW SCHOLLS FERRY RD DS_� i IB23I RPoS B15 �� DISTRIBUTION SWITCHBOARD OR PANEL (E) 200 AMP PANEL LCKR , 5HF2 — __-- c,TB1 TIGARD, OR 97223 I CliEQUEU 611 B9 PANEL, BRANCH CIRCUIT TYPE, SURFACE AND FLUSH 120/240 3PH p B17 B3 j (N) 100 AMP \, I t• ---ISLND CAB2 SIGNAL TERMINAL CABINET, SURFACE & FLUSH SHEET INDEX SUBPANEL'B' FOOD PREP an ....GFI ,...,,...n..", G 1 COVER -._._...-----... d�� CO2 7 2 sq ft T62 _ ��-,•.•+...3 A� 0) FLUORESCENT FIXTURE 00 ' ;REF2 ; ® • %I , ICgB3 2�y OUTLET DATA BAR INDICATES WALL MOUNT, LETTER INDICATES A001 GENERAL NOTES RCKS B38 =_ =' ' 11 ' t a�-'1 SWITCH CONTROL, NO. INDICATES CIRCUIT. A -------- -- A101 SITE PLAN i..,. RCS — -. ®�� O SURFACE FIXTURE ON FLUSH OUTLET. `� FLTR ; HA B14 J RECESSED FIXTURE WITH JUNCTION BOX FOR THRU WIRING A102 FLOOR PLAN I n :18 DINING A103 ACCESSIBILITY, EGRESS & 1 114"C W/3#6, 1 746 sq ft I�} EXIT LIGHT WITH ARROWS AS SHOWN ON PLANS, WALL AND SIGNAGE _ 1#10 GND � Ii f --I 812 CEILING MOUNT. A104 RCP & FRAMING s SASH pCl LOW LEVEL EXIT SIGN, +6" AFF, +4" FROM DOOR JAMB - !� IIRYR A25,27,29F CABM RR10 A501 ARCH DETAILS �, , 1 A LIGHT FIXTURE DESIGNATION, LETTER INDICATES TYPE, NO INDICATES WATTAGE SEE FIXTURE SCHEDULE Q RR1 .�� 131 100 50 \ 3 1'. WOMEN'S MEN'S ' SOS Al A502 ARCH DETAILS ix 610 FCTM T G` CE 1 ►�� .a, Mk MECHANICAL EQUIPMENT DESIGNATION, A503 ARCH DETAILS Li 0 SEE MECHANICAL DRAWINGS. SNKM 8 831 R 620EMS B40 � K02WAREWASHING RCKM 150 S ft RR3� COQ, ITEAI A801 INTERIOR ELEVATIONS X42„ q `i ��RR7 +42„ � � � � 0SPECIAL RECEPTACLE - SEE PLAN �RR5 � TRSH2 TRSH2z. t' RR6 �''�j METER 802 R ELEVATIONS cFi � L€ �RRB�I ® �Ih SII . .�cF�`" LFD1 1 / O A801 RENDERINGS ' �i'■�rr ® PLANFLUSH FLOOR RECEPTACLE. NORTHP101 WASTE &VENT PLAN � � � -- . :L---. RECEPTACLE, DUPLEX, 15A, 125V, NEMA 5-15R +18" U.N.O. 1 DUPLEX RECEPTACLE MTD. ABOVE BACKSPLASH SHF3 SNKW FCTW TRSH1 K01 P102 WATER& GAS PLAN DUPLEX RECEPTACLE W/LOWER HALF SWITCHED M001 MECH PLAN 0 POWER PLAN — GFI GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE M501 MECH DETAILS SCALE: 1/4" = 1-0" DOUBLE DUPLEX RECEPTACLE E101 ELEC PLAN & SCHEDULE 0 CEILING RECEPTACLE E102 POWER PLAN RECEPTACLE, DUPLEX, 20A, 125V, NEMA 5-20R +18" U.N.O. E801 ELECTRICAL ELEVATIONS X CEILING DROPPED RECEPTACLE T001 ENERGY ANALYSIS a JUNCTION BOX 4" SQUARE, 1-1/2" DEEP U.N.O. a THERMOSTAT F.B.O. +48" 0 MOTOR, NO. INDICATES HORSEPOWER CI CLOCK OUTLET +7'-6" U.N.O. ❑-J DISCONNECT SWITCH, NON-FUSED I I I DISCONNECT SWITCH FUSED HORSEPOWER RATED OR SIZED AS I� NOTED N COMBINATION MAGNETIC STARTER WITH DISCONNECT SWITCH AND FUSES X MAGNETIC MOTOR STARTER W/OVERLOADS IN EACH PHASE 1 DE-RATE DIMMER W/INTEGRAL "ON-OFF" SW. 0 B5 120V10 WP E- ELECTRICAL NOTES PUSHBUTTON CJ PHOTOCELL © 1. SEAL ALL ROOF PENETRATIONS WATERTIGHT C ® 2. VERIFY EXACT EQUIPMENT REQUIREMENTS & sa SMOKE DETECTOR \__._- O LOCATIONS WITH INSTALLER TELEPHONE/COMPUTER/DATA OUTLET, TWO GANG BOX W11 GANG 314" C. WI CONTROL 30AS, 20AF WIRING DOWN TO WP GFI 37 WP GFI 41 COVERPLATE & GROMMETED OPENING +18" U.N.O. 208V10 14A 0 WALK-IN COILS A8,10,12 III 2 #12 wp -- 3#6, 1#10 GND ROOF f CABLE TV OUTLET +18" U.N.O. 1" C RECEPTACLE INTERLOCK WIRING OCCUPANCY SENSOR - WSD SENSORSWITCH W/ 30 MIN MAX DELAY B22,24 / . 641 / 40AS EXISTING SWITCH E '715 TON / 208V30 WP r AC f SINGLE POLE SWITCH / A2,4,6 5 TON © 600 CFM OSA QUIET TOGGLE TYPE RATED AT 3#6, 1#10 GND 40AP5� • AC 20A 120/277V A.C. +38" TO DOUBLE POLE SWITCH i 1., C 1 1000 CFM OSA BOTTOM OF SWITCH U.N.O. 30AF 208V3� THREE WAY SWITCH I 3 \ ROOFTOP $ SWITCH W/PILOT LT. P MANUAL MOTOR STARTER W m FACP FIRE ALARM CONTROL PANEL WP F 37 GFI GROUND FAULT CIRCUIT INTERRUPTING ROOF LST LABOR SAVING TANDEM RECEPTACLE MLO MAIN LUGS ONLY 0)i WI WITH B37 Iii C.O. CONDUIT ONLY WP NOTE: SEAL ROOF PENETRATIONS WATERTIGHT =-�_ - W,P• WEATHERPROOF B26 120V10 15A / F.B.O. FURNISHED BY OTHERS, INSTALL & CONNECT U.N.O. UNLESS NOTED OTHERWISE NORTH N.E.C. NATIONAL ELECTRICAL CODE JG ,----,----„, if ki\ NOT IN CONTRACT RENEWAL f E EXISTING 61155, 1 1 `.. 00' -- (N) NEW414. .. 0ROOF POWER PLAN (R) REMOVE SCALE: 114" = 1'-0" (RL) RELOCATE SIM SURFACE MOUNT DATES U'G UNDERGROUND 11/2/2017 INITIAL CWP COLD WATER PIPE AFF ABOVE FINISHED FLOOR HACR HEATING AND AIR CONDITIONING RATED CIRCUIT BREAKER N.L. NIGHT LIGHT PLOTTED: 11/10/2017 NOTE: NOT ALL SYMBOLS SHOWN ARE USED ON THIS PROJECT. SCALE AS NOTED CREATED BY: WE SHEET POWER PLAN WIND WAKD design services, Ilc 424 OLIVE STREET SANTA BARBARA, CA 93101 T: 805.845.6601 E: INFO@WINDWARDENG.COM PROJECT FIRENZA TIGARD, OR 12280 SW SCROLLS FERRY RD TIGARD, OR 97223 CLIENT FIRENZA 12280 SW SCROLLS FERRY RD TIGARD, OR 97223 SHEET INDEX G001 COVER / 2'-11 314" / 2'-113/4" / 2'-11 3/4" / 2'-11 3/4" / 3'-4" / A001 GENERAL NOTES K031- A101 SITE PLAN A102 FLOOR PLAN - - - - -•-� - ACCESSIBILITY, EGRESS & K01 K02 A103 SIGNAGE n - '` - - - ____ - HA — - - —' - - p — - A104 RCP& FRAMING A501 ARCH DETAILS / 2'-11314" / 2'-11314" / 2'-11314" / 2'-11314" / __4-8" A502 ARCH DETAILS A503 ARCH DETAILS • • • • I �____.._.... A801 INTERIOR ELEVATIONS ti - g. A802 INTERIOR ELEVATIONS 1= A901 RENDERINGS P101 WASTE&VENT PLAN P102 WATER&GAS PLAN M001 MECH PLAN I M501 MECH DETAILS E101 ELEC PLAN & SCHEDULE KEYNOTES - E102 POWER PLAN KO1 20A DUPLEX RECEPTACLE ON GFI CIRCUIT K02 CAT-5 - RJ45 RECEPTACLE RUN CABLE TO OFFICE DESK E801 ELECTRICAL ELEVATIONS K03 WALL MOUNT KIT VESA SCREW HOLES 7.9" X 7.9" T001 ENERGY ANALYSIS 0 ELECTRICAL MAKE LINE SCALE: 1/2" = 1'-0" ,.. :. Lam....,._ _�._.__.........................................,.--L;.::.7. ..._,..,. ... ...,.,_ .,1_1" �T Z� T -L� .__.._._.,....__._..._._...-.,_...__........L�, .,........__............._._._....._.........["""� .._.,.._,.., ._._._._. ._..L� -._._____-�__-__........ r .. K02 IK02I ' 1 } I 1K011 I 1K01 I 1K01 K01 Il K01 KO1 K01- I I x 1 . I I t - ,..�.� K011- i1 1 1 11 _II o a o I T I ; r :41......71.‘ 1111 11 C 0 - 1 it ri�1""- fto . . --.-qua — __ Ni —a — R313EWALI' II- CO 1 19 61155. —n II Ii(I S 5'-3" ` 3'-8" / 10" / 2,-4" / 1'-11 3"// '�'_� dii �� 4.0F c oce 3" 7"/ 10" / KEYNOTES - KEYNOTES - K01 110 VOLT 20A DUPLEX GFI RECEPTACLE K01 110-VOLT 20A DUPLEX GFI RECEPTACLE DATES K02 CAT-5 RJ45 RECEPTACLE RUN CABLE TO OFFICE DESK K02 CAT-5 - RJ45 RECEPTACLE RUN CABLE TO OFFICE DESK 11/212017 INITIAL PLOTTED: 11/10/2017 SCALE AS NOTED CREATED BY: WE SHEET ELECTRICAL ELEVATIONS ELECTRICAL MAKE LINE Q ELECTRICAL MAKE LINE 6 SCALE: 1/2" = 1'-0" v SCALE: 112" = 1'-0" E801 WINDwAKD design services, Ilc COMcheck Software Version 4.3.5.2 COMcheck Software Version 4.3.5.2 COMcheck Software Version 4.3.5.2 COMcheck Software Version 4.3.5.2 COMcheck Software Version 4.3.5.2 Envelope Compliance Certificate Name-Title Signature Date Interior Lighting Compliance Certificate Exterior Lighting Compliance Certificate Mechanical Compliance Certificate Inspection Checklist 424 OLIVE STREET Energy Code: 205 IECC SANTA BARBARA, CA 93101 Requirements: 100.0%were addressed directly in the COMcheck software Project Information Project Information Project Information Project Information Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen.For each T: 805.845.6601 Ener Code. 2015 IECC requirement,the user certifies that a code requirement will be met and how that!s documented,or that an exception Energy Code: 2015IECCC Energy Code: 2015 IECC Energy Coda 2015 IECC E: INFO WINDWARDENG.COM Project Title: Firenze Tigard Project Title: Firenze Tigard Project The: Firenze Tigard Project Title Firenze Tigard is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided, Location: Oregon Project T Tigard, Location, Tigard.Oregon I . _...____---- gProject Type: Alteration rojeype: Alteration section Climate Zone: 4CExterior Lighting Zone 0(Unspecified) Climate Zone, 4c # p Plan Review Complies? P? Comments/Assum tions Project Type Alteration &Req.10 - _ PROJECT Project Type_ Alteration _._ - - _._.._. Vertical Glazing(Wall Area: 12% Construction Site, Owner/Agent Designer/Contractor: C103.2 Plans and/or specifications provide all ,❑Complies Requirement will be met. [PR1] with which compliance ❑Does NotConstruction Site- Owner/Agent. Designer/Contractor can be determined for the building F I R E N ZA T I GA R D OR Site Owner/Agent Designer/Contractor. ;ONot Observable t ere Construction Site: Owner/Agent: Designer/Contractor Allowed Interior Lighting Power -exceptio and the standard are exceptions to the standard are ONot Applicable A B C D Allowed Exterior Lighting Power :claimed. 12280 SW SCHOLLS FERRY RD Area Category Floor Area Allowed Allowed Watts A B C D E Mechanical Systems List C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. Building Area Floor Area {ft2) Watts/ft2 Area/Surface Category Quantity Allowed Tradable Allowed Watts Quantity System Type&Description [PR2I' calculations provide all information i0Does Not TI GARD, OR 97223 with which compliance can be 1-Dining:Cafeteria/Fast Food:Nonresidential 2150 Watts! Wattage (B X C) 2 HVAC System(Single Zone): :❑Not Observable 1-Dining:Cafeteria/Fast Food 21.50 0.90 1935 ( 9 ) determined for the mechanical Heating:2 each-Central Furnace,Gas,Capacity=60 kBtufh :systems and equipment and :❑Not Applicable Total Allowed Watts= 1935 Total Tradable Watts(a)= 0 Proposed Efficiency=80.00%Ek Required Efficiency=60.00%Et document where exceptions to the Envelope Assemblies Total Allowed Watts= 0 Cooling.2 each-Single Package DX Unit,Capacity=65 Muth,Air-Cooled Condenser,Air Economizer .standard are claimed.Load CLIENT Proposed Interior Lighting Power Total Allowed Supplemental Warns(b)= 500 Proposed Efficiency=14.00 EER.Required Efficiency: 11.00 EER +12.6 IEER calculations per acceptable R-Value Proposed Max,Allowed A B C 0 E Fan System: FAN SYSTEM 1--Compliance(Brake HP method)•Passes engineering standards and Post-Alteration Assembly - Lam (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. Cavity Cont. U-Factor SI4GC U-Factor SHGC Fixture ID:Description!Lamp!Wattage Per Lamp!Ballast psi of Fixture (C X D) handbooks. Fixture Fixture Watt. C103.2(b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable areaslsurfaces. Fans: :❑ F I R E N ZA Plans,specifications,and/or Complies Requirement will be met. Floor Unheated Slab-On-Grade,[Bldg-Use 1-Dining: - - - 0.540 - FAN 4 Supply,Constant Volume,2200 CFM,1.0 motor nameplate hp,0.8 design brake hp(1.0 max.BHP),80.0 fan efficiency [PR4]' calculations provide all information ODoes Not Cafeteria/Fast Food] FAN 5 Supply,Constant Volume,2200 CFM.1.0 motor nameplate hp,0.8 design brake hp{1.0 max.BHP),80.0 fan efficiency with which compliance can be Dining:Cafeteria/Fast Food(2150 sq.ft). Proposed Exterior Lighting Power p p 9 9 FAN 3 Exhaust,Constant Volume.106 CFM,0,3 motor nameplate hp,01 design brake hp(0.1 max.BHP),85.0 fan efficiency EWA Observable EAST ILP F104 43.30W LED UNIV 4000K CHAN:L1:ILP F104:Other', 1 1 30 30 FAN 2 Exhaust,Constant Volume,350 CFM,0.3 motor nameplate hp,0 1 design brake h 0.1 max-BHP),85.0 fan efficient determined for the interior lighting 1 2280 S W SCHOLLS FERRY R D Ext.Wall:Woad-Framed,16in.o.c.,[Bldg.Use 1-Dining - - - - - Elite LE024-1 i W DIMTR-120:12 Elite LED 27k LED A Lamp 11W 1 30 11 330 p g P( ) y and electrical systems and equipment ONot Applicable Exterior Lighting TB]):Exterior lighting zone not specified(see project screen) and document where exce TIGARD, OR 97223 CafetenaTasl Food],Exemption:Framing cavity not exposed. BORDEN 552-9-MW L3 BORDEN 552-9-MW Other 1 2 14 28 ptions to he standard are claimed.Information LITHONIA LHOM LED L4:EXIT SIGN:Other. 1 2 2 3 provided should include interior SOUTH 6X ELITE ET-LED-401-10W:L5:6X ELITE ET-LED:LED Other Fixture Unit SOW 1 6 60 360 lighting power calculations,wattage of'. Ext Wall:Wood-Framed,16in.ac.,(Bldg.Use 1-Dining: - - - - -- - LITHONIA 2ACL 33L LP835:L6 LITHONIA REC LED:LED PAR 18W: 1 8 18 144 bulbs and ballasts,transformers and CafeterialFast Food],Exemption:Framing cavity not exposed- LITHONIA ELM2 LED:L7:LITHONIA ELM2 LED:Other: 1 4 2 6 ,control devices. SHEET INDEX Mechanical Compliance Statement �W Total Proposed Waits= 901 C402.4.1 The vertical fenestration area<=30 SHEET Requirement will be met. WEST Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building [PR101' percent of the gross above-grade wall I❑Does Not Ext.Well:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: -- - - - plans,specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been area. Cafeteria/Fast Food,Exemption:Framingcavity filled with ntefipr Lighting PASSES ❑Not Observable G001 COVER 1 designed to meet the 2015 EEOC requirements in COMcheck Version 4.3.5.2 and to comply with any applicable mandatory insulation. requirements listed in the Inspection Checklist, :❑Not Applicable Interior Lighting Compliance Statement q p _ Window:Metal Frame:Fitted.Clear,Fixed,Fixed,[Bldg.Use 1- - --- 0380 0.400 0.380 0.400 C402.4.1 :The skylight area<=3 percent of the ❑Complies Requirement will be met. '------ - ' '-- Dining.CafeterialFast Food] Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the fPRII]' gross roof area. ODoes Not (a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation, A001 GENERAL NOTES (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. building plans,specifications,designedined,and otheret thecalculations IE ns requirementssewith this permit Versionion.The and proposed interiorlyiwith any P g systems have been to meet 2015 IECC in COMcheck Version 4.3.5.2 and to comply with ❑Not Observable applicable mandatory requirements listed in the Inspection Checklist. ❑NotApphcable Envelope PASSES A101 SITE PLAN Envelope Compliance Statement - -- Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building A102 FLOOR PLAN plans,specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.3.5.2 and to comply with any applicable mandatory -.. _. requirements listed in the Inspection Checklist. A103 ACCESSIBILITY, EGRESS& SIGNAGE A104 RCP & FRAMING A501 ARCH DETAILS • .:1 j High Impact(Tier 1) 2 Medium Impact(Tier 2) I-. Low Impact(TIer 3) Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenza Tigard Report date: 11/02/17 A502 ARCH DETAILS Data filename: Page 1 of 17 Data filename: Page 2 of 17 Data filename: Page 3 of 17 Data filename: Page 4 of 17 Data filename: Page 5 of 17 Data filename: Page 6 of 17 ..__-..- _.. . A503 ARCH DETAILS A801 INTERIOR ELEVATIONS _ - _ , --,._ .... ._._ _ _-__ _ W_��-- - __ ___.. _ -- - ...... -_�- _.. _ _ - Sect on :f - i. - - - Section Section - - - - Section -I Section IA802 INTERIOR ELEVATIONS _-- r Section _ --____ T__._ _ __._.. _... ...._..----..__--_-- ..._.__..... ...--- ------..._...__ ri II 1I I Complies? Comments/Assumptions # Framin Rou h-ln Ins ection Com lies? Comments/Assumptions -# Piumbm Rou h-ln Ins ection Com tines? Comments/Assumptions # r In - ------- - -- x Plan Review I Compnes3 Comments/Assumptions # Footing/Foundation Inspectionpg/ g p p pg g p p Meehan ca!Rough inspection Complies? Comments/Assumptions 1 # Mechanical Rough-ln Inspection ; Complies? Comments/Assumptions i .. &Re .117 �& Req.ID' I I. - -. &Req.lf] . . • •• • • '&Req.ID i - &Re .ID' - t f F __. = A901 RENDERINGS 0402.4.2 In enclosed spaces>2,560 ft2 CJOomphes .Regwrement will be met 0303.2 Slab edge insulation installed per ❑Complies Requirement will be met1C303.1..3 Fenestration products rated in ❑Complies Requirement will be met 0404.5, Heated water supply piping conforms ❑Complies Requirement will be met, 10402.2.6 Thermally ineffective panel surfaces of❑Complies Requirement will be met. 0403.2.9. .Ductwork operating>3 in.water ❑Campiies Exception:Requirement does not apply [PR14]' directly under a roof with ceiling ❑Does Not [F04)2 manufacturer's instructions. ODoes Not l[FR12] accordance with NFRC. ODoes Not 0404.5.1, to pipe length and volume ODoes Not i[M0411, sensible heating panels have ODoes Not 1.3 column requires air leakage testing. !CDoes Not 'heights>15 ft.and used as an office, • 0404.5.2 requirements-Refer to section details. insulation>=R-3.5. [ME11]; :lobby, concourse,corridor, ONot Observable -❑Not Observable • .❑Not Observable PPL6]' DNot Observable ONot Observable ❑Nat Observable y P101 WASTE &VENT PLAN storage,gymnasium/exercise center, ONot Applicable ❑No[Applicable ❑Nat Applicable - - ONot Applicable I ONot Applicable • ,❑Not Applicable convention center,automotive C303.2.1 :Exterior insulation protected against ❑Complies Requirement will be met. C303.1.3 Fenestration products are certified as .❑Complies Requirement will be met. -- C402.5.5, Stair and elevator shaft vents have •❑Complies Requirement will be met. 0403.3 .Air economizers provided where '❑Complies Requirement will be met. :service,manufacturing,non- [F0611 ;damage,sunlight,moisture,wind, ODoes Not [FR1311 :to performance labels or certificates '❑Does Not C404.6.3 Pumps that circulate water between a :❑Complies Requirement will be met. C403.2.4. motorized dampers that automatically :000es Not [ME62p -required,meet the requirements for ODoes Not ;refrigerated warehouse,retail store, :landscaping and equipment ;provided. _ (PL7] heater and storage tank have controls ODoes Not 3 close- ;design capacity,control signal, P102 WATER $r GAS PLAN ONot Observable -❑Not Observable` that limit operation from startupto s :design Observable Not Observable distribution/sorting area, maintenance activities" [ME3] ventilation controls,high-limit shut-off„ :Not Observable 9 transportation,or workshop,the ONot Applicable • ❑Not Applicable c=5 minutes after end of heating I ❑Not Applicable •integrated economizer control,and ❑Not Applicable following requirements apply:(a)the ••'i2i::,-,r4;'::Slab edge insulation R-value. ❑Complies :See the Envelope Assemblies table for values. excess 1 ME 04112.4.3 ;Vertical fenestration SHGC value, ❑Complies See the Envelope assemblies table for values. cycle. ONot Applicable � --�-_- --..- provide a means to relieve M00 CH PLAN daylight zone under skylights is>= [F0373 ❑Does Not [FR10]' ❑Does Not C404.7 Water distribution system that pumps .❑Complies Requirement will be met. IC402,5.5, Outdoor air and exhaust systems have ❑Complies Requirement will be met. :outside air during operation. j :half the floor area;(b)the skylight • ' [PL8]3 water from a heated-water supply ❑Does Not IC403.2.4. motorized dampers that automatically ODoes Not - -- ;area to daylight zone is>=3 percent ONot Observable ONot Observable pipe back to the heated-water source 3 shut when not in use and meet 0403.44.::Multiple zone VAV systems with DDC '❑Complies Requirement will be met. with a skylight VT>=0.40;ora = ONot Applicable ,ONot Applicable 1 through a cold-water supply pipe is a [Not Observable 1[ME58P maximum leakage rates.Check ONot Observable 6 -'of individual zone boxes have static ODoes Not M501 MECH DETAILS :minimum skylight effective aperture C402.2.6 Radiant heating systems panels .❑Complies Exception:Requirement does not apply. 0402.4.3, Vertical fenestration U-Factor ;❑Complies ,See the Envelope Assemblies table for values, demand recirculation water system. ONot Applicable gravity dampers where allowed. ONot Applicable [ME110]a pressure setpvint reset controls. see the Mechanical systems list for values_ 7=1 percent. , Pumps within this system have I ONot Observbble' [Fp121 insulated to>=R-3.5 on face opposite ODoes Not 0402.4.3. ❑Does Not - "" ;ONot Applicable space being heated. See the Envelope Assemblies table for values. 4 controls that start the pump upon •0403.2.13 Unenclosed spaces that are heated ❑Complies Requirement will be met. I-- Additional Comments/Assumptions:tions: Not Observable , Not Observable, • ME711z use on radiant heat. ❑Does Not 0408.2 2, Air outlets and zone terminal devices :❑Complies Exception:Fans with fan motors Of 1 hp(0.74 kW)or less. 0101 ELEC PLAN & SCHEDULE p ❑ ❑ receiving a signal from the action of a i catty [FRS] ONot Applicable I ❑Not Applicable : user of a fixture or appliance and 1 have means for air balancing. - ___ _ ❑Not Observable „3 :` Does Not 0403.2.4 Snow/ice melting system sensors for ❑Complies Requirement will be met. limits the temperature of the water [ME53] ONot Observable 0402.5.1 The building envelope contains a ❑Complies Requirement will be met, entering the cold-water piping to ❑Not Applicable • E102 POWER PLAN 5, future connection to controls.Freeze ODoes Not ❑Not Applicable FR16]' continuous air barrier that is sealed in ODoes Not 104'!. 403.2.3 HVAC equipment efficiency verified. '❑Complies see the Mechanical Systems list for values. 0403.2.4. protection systems have automatic ( _.... y ONot Observable an approved manner and either [ME55F ODoes Not Additional Comments/Assumptions: 6 controls installed PP -❑Not Observable Additional Comments/Assumptions: p (F09)a ONot Applicable constructed or tested in an approved ONot Applicable p ❑Not Observable E801 ELECTRICAL ELEVATIONS manner.Air barrier penetrations are _ sealed in an approved manner. ONot Applicable - Additional Comments/Assumptions: iC402.5.2 Factory-built fenestration and doors ❑Complies Requirement will be met. 0403.2.4. Fault detection and diagnostics ❑Complies Exception:Requirement does not apply. 7 installed with air-cooled unitary DX ODoes Not T001 ENERGY ANALYSIS 10402.5.4 .are labeled as meeting air leakage ODoes Not jME113j, units having economizers. 1[FR1813 requirements. ❑Not Observable ❑Not Observable ❑Not Applicable ONot Applicable C403.2.6. Demand control ventilation provided ❑Complies :Requirement will be met. Additional Comments/Assumptions: 1 for spaces>500 ft2 and>25 ODoes Not [ME59], people/1000 ft2 occupant density and • served by systems with air side ONot Observable economizer,auto modulating outside ONot Applicable air damper control,or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation •OComplies -Exception:Requirement does not apply- 2 has automatic contaminant detection '❑Does Not IME115]' and capacity to stage or modulate fans to 50%or less of design capacity. :Not Observable °Not Applicable - C403.2.7 Exhaust air energy recovery on ❑Complies ;Requirement will be met. IME57P systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). ❑Not Observable; ONot Applicable C403.2.8 Kitchen exhaust systems comply with ❑Complies 'Requirement will be met. [ME1I6]3 replacement air and conditioned ODoes Not supply air limitations,and satisfy hood ONot Observable: - rating requirements and maximum exhaust rate criteria. ONot Applicable C403.2.9 HVAC ducts and plenums insulated. :❑Complies Requirement will be met. [MEW Where ducts or plenums are installed ❑Does Not in or under a slab,verification may ONot Observable • need to occur during Foundation inspection. ONot Applicable C403.2.9 Ducts and plenums sealed based on ❑Complies Requirement will be met. [ME1o]= static pressure and location. -❑Does Not ❑Not Observable [ • ONot Applicable 1`High Impact{Tier 1} -$ Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 EHrgh Impact{Tier 11 Ei Medium Impact(Tier 2) r:3.�Low Impact(Tier 3} 1�Hi h Impact(Tier 1} ,.�_Medium Impact(Tier 2I �3.1L w Im ad, Ti r 3} 1 1 IHighim act(Tier 1) IZ Medium Impact(Tier 21 1 3j Low Impact(Tier 3) 1Hih Impact(Tier l) V�z:�Medium Impact(Tier 21 L,.3-_ILow Impact(Tier 3) 1 11(High Impact(Tier l) LA,Medium Impact{Tier 2) r34tow Impact frier 3) Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenza Tigard Report date: 11/02/17 Project Title: Firenza Tigard Report date: 11/02/17 Data filename: Page 7 of 17 Data filename: Page 8 of 17 Data filename: Page 9 of 1.7 Data filename: Page 10 of 17 Data filename: Page 11 of 17 Data filename: Page 12 of 17 Section . 9 .... 3 - z- . YSection € Section Sectionsection -SectionI # insulation Inspection 0om nesT -I .- Comm nts!Assumptions # Final Inspection Complies? Comments/Assumptions E #; Fin 1 Ins e[tion �- , ._. .. _# I Mechanical Rough-In Inspection Complies? Comments/Assumptions tions # Mechanical Rough-In hIn Inspecti n I Complies? Comments/Assumptions E # -Rough In Electrical Inspection CO plie 3 Comments/Assumptions &Reg,lo' &Ra .E &R .iD _ . u. � &Re Di rRe .IDE ❑ - � • C462.2.6 Thermally ineffective panel surfaces of❑Complies Requirement will be met. 0403,2.9. Ductwork operating>3 m.water ❑Com lies Exception:Requirement does not apply. 0405,2,1 Lighting controls installed to uniformly Com lies -Ex[e tion:Lighting that is related to means of egress in IC 03.1 Building envelope insulation is labeled ❑Com lies Requitement will be met- 0303.3. Furnished O&M instructions For ❑Com lies Requirement will be met '0405,4,1 interior installed tamp and fixture ❑Com lies See the interior Lighting fixture schedule ror valines. [ME41]3' sensible heating panels have -❑Does Not .1.3• •`column requires air leakage testing. ❑goes Not [EL151' reduce the lighting load by at least ODoes Not -stairways,ramps,corridors,or emergency routes. )IN10], with R-value or insulation certificate ODoes Not C408.2.5. systems and equipment to the ❑goes Not [F116]1 .lighting power is consistent with what ODoes Not insulation>=R-3.5. [ME11]3 50%. I providing R-value and other relevant 2 building owner or designated is shown on the approved lighting ONot Observable :❑Not Observable :Not Observable '❑Not Observable 3 ONot Observable ❑Not Observable ❑Not Applicable QNotApplicable ❑Not Applicable - -data. ❑Not Applicable [ 1 ] representative. ONot Applicable .are nlessth nnorrequaltoallo ed alts ❑Not Applicable Fl 7 re r ' 0402.5.5. Stair and elevator shaft vents have ❑Complies :Requirement will be met. 0403.3 !Air economizers provided where :❑Complies Requirement will be met. C405.2.1 Occupancy sensors installed in ❑Complies Requirement will be met. C303.2 Above-grade wall insulation installed ❑Complies Requirement will be met. 1 .watts. 0403.2.4. motorized dampers that automatically ❑Does Not [ME621' required,meet the requirements for ODoes Not [EL18]' required spaces. ❑Does Not [1171' per manufacturers instructions. ❑Does Not I C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. 3 •close. :design capacity,control signal, • C408.2.5. systems within 90 days of system ODoes Not ['Not Observable ONot Observable: '❑Not Observable ❑Not Observable [FI28] registered design professional or ODoes Not [1103]3 ventilation controls,high-limit shut-off,. 3 acceptance_ Applicable g ❑Not A licable ❑Not Applicable ElNotA Applicable I F18]3 ❑Not Observable approved agency. :ONot Observable AP ante rated economizer control,and pp PP [ bl ONot Applicable li I _ provide a means to relieve excess >r 0405.2.1, Independent lighting controls installed ❑Complies .Requirement will be met, 23 :;ExEerior insulation is protected from 'C�NotA Applicable ❑Complies Requirement will be met. PP C4025.5, .Outdoor air and exhaust systems have:❑Complies ;Requirement will be met" outside air during operation. 0405.2.2. per approved lighting plans and all ❑Does Not .140E-7-...;:Hdamege with a protective material. ❑Does Not m !i 0408.2,3. •HVAC equipment has been tested to ❑Complies Requirement will be met. 0403.2.4. motorized dampers that automatically ❑Does Not 3 manual controls reedit accessible and Verification for exposed foundation C402.5.3 Where open combustion air ducts❑Co p es Requirement will be met. 0403.4.4. Multiple zone VAV systems with DDC Requirement will be met. y ]Not Observable: P ❑Not Observable: EFi5Ij3 provide combustion air to open ❑Does Not 1 ensure proper operation. ❑Does Not 3 shut when not in use and meet i[EL23)r visible to occupants. 'insulation may need to occur during MESS]' maximum leakage rates.Check ❑Not Observable; 6 of Individual zone boxes have static ❑Does Not ❑NotA licable ONotA Ik combustion fuel burning appliances,ona [F131] [ 9 MEI IO}3 pressure set ant reset controls. -See the Mechanical Systems list for values. pp Foundation Inspection. Applicable 9 p ❑Not Observable ❑Not Observable , gravity dampers where allowed. ❑Not Applicable € ( p ,ONot Observable _ - - the appliances and combustion air Not Applicable ❑Nat Applicable C405.2.2. Automatic controls to shut off all ❑Complies Exception:Areas such as security or emergency areas that 04022.3 Above-grade wall insulation R-value. ❑Compiles •See the Envelope-Assemblies table for values. opening are located outside the :Not Applicable C403.2.13..Unenclosed spaces that are heated DComplies Requirement will be met. 1 buildinglighting installed in all ❑ :need continuous lighting. [lN6] ❑Goes Not building thermal envelope or enclosed 0468.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 2 9 9 Does Not 0408,2.2. Air outlets and zone terminal devices ❑Complies Exception:Fans with fan motors of 1 hp{0.74 kW)or less. in a room,isolated from inside the 2 tested to ensure proper operation, !ODoes Not (fNE7117 ;use only radiant heat. Not [FL221'- buildings. ❑Not Observable: 1 have means for air balancing. ODoes Not [ !ONot observable; thermal envelope.Such rooms are [FI10]' calibration and adjustment of controls. ❑Not Observable (ME53]3 ONotApplicable __- _- - ❑NotApplicabie _ - _ sealed and insulated. []Not Observable ONot Observable-. I� - -'---� -"' ""-" - - - -- ❑Not Applicable €ONotApplicable [ - C4022.5 --Floor insulation R-value. ❑Complies See the Envelope Assemblies table for values. pp ONot Applicable 0405.2.3 Daylight zones provided with ❑Complies :Requirement will be met. FI . . ❑ 04025.8 Recessed luminaires in thermal ❑Complies Requirement will be met. 0403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values Ne Does Not 3 C408.2.3. •Economizers have been tested to ❑Complies Requirement will be met. '[ELIO' individual controls that control the Oboes Not [f{26] envelope to limit infiltration and be IC ❑Does Not Additional Comments/Assumptions:tions: li hts independent ofgeneral arearated and labeled.Seal between 3 ensure proper operation. Does Not [MFaSj ❑Does Not p g p a ONot Observable: Not Observable lighting. - g. ONot Observable ❑Not Observable [error finish and luminaire housing. ❑ [FI32]' ,❑Not Observable g g ❑Not Applicable in 'n ❑Not Applicable - - _- -- ❑Not Applicable • ;ONot Applicable - C �t:$';Radiant panels and associated ❑Complies ;Exception:Requirement does not l �4 "2 2 • ❑Not Applicable PP C405.2.3, Primary Sidelighted areas are ❑Complies :Requirement will be met. 3 P q apply. 0403 2.2 •HVAC systems and equipment ❑Complies ;Requirement will be met. I[N18] components,designed for heat OOoes Not [F127[' capacity does not exceed calculated i❑D0e5 Not 0408.2.4 Preliminary commissioning report !❑Complies Requirement will be met. 0403.2.4. Fault detection and diagnostics ;OComplies :Exception:Requirement does not apply. 0405.2.3. equipped with required lighting ❑Does Not •transfer from the panel Surfaces to the': loads • [F129] completed and certified by registered '',ODoes Not 7 installed with air-cooled unitary DX `❑Does Not 1, ,controls. ONot Observable [Milli)' .units having economizers. ©Not Observable ONot Observable- occupants or indoor space are ©Not 0405.2.3. ❑Not Observable design professional or approved t Observable ❑Not Applicable . -insulated with a minimum of R-3.5. Applicable ONot Applicable agency. ONot 2 .__.. _ ONot Applicable e. ONot Applicable [ELM], C402.5.1. ,All sources of air leakage In the OComplies Requirement will be met. C403-2.4- Heating and cooling to each zone is OComplies ;Requirement will be met: C403.2.6. Demand control ventilation provided ❑Complies Requirement will be met. 1 building thermal envelope are sealed, ODoes Not 1 controlled by a thermostat control. '❑Does Not C408 2 5- Furnished HVAC as-built drawings ❑Complies Requirement will be met, 1 for spaces 7500(12 and>25 ODoes Not [111]1 caulked,Basketed,weather stripped ([F1471' Minimum one humidity control device 1 submitted within 90 days of system ODoes Not [Not Observable Not Observable [ME59P- people/1000 ft2 occupant density and C405.2.3, Enclosed spaces with daylight area ,❑Complies Requirement will be met. or wrapped with moisture vapor- per installed ❑ 1Ft7] acceptance. ONot Observable served by systems with air side [Not Observable• C405,2.3. under skylights and rooftop monitors ,Oboes Not permeable wrapping material to ONot Applicable humidification/dehumidification :Not Applicable economizer,auto modulating outside ONot Applicable • 1, are equipped with required lighting minimize air leakage- system. ONot Applicable air damper control,or design airflowphot pbserva ee. C405.2.3. controls. ""' --''� -- - _-- • - - -'-'-_'"-"'---- 0408,25: 'Furnished as-built drawings for ❑Complies Requirement will be met. P 9 - ONot Applicable Additional Comments/Assumptions: C403.2.4. Thermostatic controls have a 5°F ❑Complies :Requirement will be met. >3,000 cfm. 31 electric power systems within 90 days ❑Does Not [EL21]' 1.2 i deadband. Does Not • [Filar of system acceptance. C403.2.6. Enclosed parking garage ventilation OComplies Exception:Requirement does not apply. !If1381 :Not Observable' ONot Observable 2 • has automatic contaminant detection ODoes Not •• i : -• ❑Not Applicable [ME115]• and capacity to stage or modulate - _�__-_.___ -.._-__-.....,.___.- 3 ONot Applicable � -'-- ❑Not Observable 0405.2.4 Separate lighting control devices for 'OComplies Requirement will be met 2 4 T- r---�-av O e�---b �- - 0408.2.5. An air and/or hydropic system ❑Complies Requirement will be met. fans to 50%or less of design capacity. [EL4]' specific uses installed per approved ODoes Not 0403.2.0.. Temperature controls have setpoint ❑Complies Requirement will be met. 3 balancing report is provided for HVAC ODoes Not ❑Not Applicable lighting plans. 1.3 a overlap restrictions. ❑Does Not (Fi43]' systems. C403_2_7 ',Exhaust air :recovery on ❑Complies :Requirement will be met. ❑Not Observable �[Fi2o) ONot Observable [ME57]' •systems meeting Table C403"2.7(1) Oboes Not ONot Applicable :Mot Observable ONot Applicable and C403.2.7(2)• - ❑Not Applicable -- ❑Not Observable; 0405.2.4 Additional interior lighting power ❑Complies Requirement will be met. C408.2.5. Final commissioning report due to ❑Complies :Requirement will be met. [ELsp allowed for special functions per the '❑Does Not 0403.2,4 Each zone equipped with setbatk ❑Complies Requirement will be met. 4 !buildingowner within 90 daysof ODoes Not• ❑Not Applicable 2 •Controls usin automatic time clock or ❑Does Not approved lighting plans and is 9 F13p] receipt of certificate of occupancy. 940 0403.2.8 'Kitchen exhaust systems comply with ❑Complies Requirement will be met. automaticaby controlled and ❑Not Observable [FS39]3 programmable control system. ( Z1Not Observable 3 ❑Not A licable ❑Not Observable. RENEWAL [ME116] replacement air and conditioned ODoes Not .separated from general lighting, Applicable ,ONot Applicable supply air limitations,and Satisfy hood: ❑Not Applicable g g y p q acing requirements and maximum :ONot Observable 0405.3 Exit signs do not exceed 5 watts per ❑Complies ;Requirement will be met. - p q -- C408.3 •Li htin systems have been tested to ❑Com lies Requirement will be met. 3'31119 0403.2.4. Automatic Controls:Setback to 55°F ❑Com Iles Re uirement will be met. exhaust rate criteria. ❑Not Applicable [EL6] face. ❑Does Not IFI331 ensure proper cairbrabon,adjustment, ODoes Not 1I2.1• (heat)and 85°F(cool);7-day clock,2- ❑Does Not 61155- 0403.2.9 HVAC ducts and plenums insulated. ❑Complies Requirement will be met. IC40.3.2.4. hour Occupant override,10-hour !ONot Observable• programming,and operation. [ME60]' Where ducts or plenums are installed :Oboes Not ❑Not Appervable p ❑Not Observable ❑Not Applicable 2.2 F-OP backup ❑Not Applicable : ❑NotApphcable -- in or under a slab,verification may - need to occur during foundation :❑Not Observable: Additional Comments/Assumptions: Additional Comments/Assumptions: '7� +t , I Inspection. ❑Not Applicable _7 )C403.2.4. Systems include optimum start .❑Complies Exception:Requirement does not apply. CALF 10403.2.9 Ducts and plenums sealed based on :OComplies 'Requirement will be met. 12.3 controls. -Oboes Not OF Cr!'11•�• 1]ME10]' static pressure and location. ODoes Not 1(F141)' ONot Observable. ONot Observable ❑Not Applicable I Not Applicable 1 HI h Impact(Tier 1) =Medium impact(Trey 2} �-Low Impact(Tier 3J -1 Hrgh impact(Tier 1) ,-_2- Medium Impact(Tier 2P 3 Low Impact{Tier 3) I .1 High Impact(Tier 1) (:, Medium Impact(Tier 2J I----3 ILow Impact{Tier 3) 1 1 IHrgh Impact(Tier 1) ," Medrum Impact(Tier 2) 3.,LoW Impact(Tier 3) 1 IHigh impact(Tier 1} `. Medium Impact(Tier 213 Low Impact(Tier 3) 1 High Impact{Tier 1) L21Medium impact(Tier 2) I-3. Lpw impact{Tier 3} ,1 iL 9 . ...._ _ .._-_ E I-_- I I _I J [- e -__t-_- L _ � DATES Project Title: Firenza Tigard Report date: 11/02/17 Project Title: Firenza Tigard Report date: 11/02/17 Project Title: Firenza Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenze Tigard Report date: 11/02/17 Project Title: Firenza Tigard Report date: 11/02/17 Data filename: Page 11 of 17 Data filename: Page 12 of 17 Data filename: Page 13 of 17 Data filename: Page 14 of 17 Data filename: Page 15 of 17 Data filename: Page 16 of 17 11/2/2017 INITIAL PLOTTED: 11/10/2017 SCALE AS NOTED CREATED BY: WE SHEET ENERGY ANALYSIS