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<br />1. REQUIRED ADA FLOOR CLEARANCE, (80" DIAMETER TURNING RADIUS, 30"X48" FIXTURE
<br />CLEAR SPACE. SEE DETAIL K/A.4 FOR ACCESSIBILITY DRAWINGS.
<br />2. MOP SINK. PROVIDE A SPLASH GUARD CONSTRUCTED OF A SMOOTH WASHABLE MATERIAL SUCH
<br />AS STAINLESS STEEL WHEN REQUIRED. PROVIDE SHELF W/ MOP AND BROOM HOLDERS AND
<br />RAG HOOKS ABOVE MOP SINK SO THAT THE MOP HEAD DOES NOT CONTAMINATE FOOD,
<br />FLOORS, WALLS, OR EQUIPMENT WHILE DRYING. PROVIDE FULL HEIGHT FIBERGLASS
<br />REINFORCED PANELS W/ 24" EXTENSION PAST MOP SINK.
<br />7. 35 1/2" HIGH WOOD COUNTER WITH QUARTZ TOP AND SPLASH. PROVIDE AN
<br />ACCESSIBLE PORTION OF THE CASHIER COUNTER 36" MINIMUM WIDTH, 28"-34" HIGH FOR
<br />SIDE APPROACH METHOD. IF FRONT APPROACH METHOD IS USED PROVIDE 36"MINIMUM
<br />WIDTH, 28"-34" HIGH, WITH KNEE SPACE MINIMUM 27" HIGH BY 19" DEEP BY 30" WIDE.
<br />SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION.
<br />8.. FLOOR SINK. SEE PLUMBING SCHEDULE AND PLUMBING PLAN FOR ADDITIONAL INFORMATION.
<br />14.WATER HEATER. SEE PLUMBING SCHEDULE AND PLUMBING PLAN FOR ADDITION INFORMATION.
<br />23 -VERIFY LOCATION OF SIGN ABOVE DOOR TO READ:"THIS DOOR TO REMAIN UNLOCKED WHEN
<br />BUILDING IS OCCUPIED." GENERAL CONTRACTOR TO CENTER SIGN ABOVE DOOR ON MULLION
<br />25.STGREFRONT DOOR TO REMAIN. VERIFY EXISTING HARDWARE IS IN PROPER WORKING ORDER.
<br />27.ADDRESS INFORMATION TO BER V
<br />P 0 IDED IN BRAILLE ON THE EXTERIOR.
<br />28.2A -108:C PORTABLE FIRE EXTINGUISHER PER NFPA 10. ONE EXTINGUISHER IS REQUIRED
<br />FOR EACH 3,000 SQ.FT. OR PORTION THEREOF OF FLOOR SPACE, WITH TRAVEL DISTANCE
<br />NOT TO EXCEED 75 FEET. SEE DETAIL A- 1 FOR ADDITIONAL INFORMATION.
<br />29.CONCRETE FLATWORK TO REMAIN. REPLnACE AND REPAIR AS NECESSARY.
<br />30 -TACTILE EXIT SIGN TO READ "EXIT" TACTILE CHARACTERS ON SIGN SHALL BE LOCATED
<br />48" MIN. ABOVE THE FINISHED FLOOR MEASURED FROM THE BASELINE OF THE LOWEST
<br />BRAILLE CELLS AND 60" MAX. ABOVE THE FINISHED FLOOR MEASURED FROM THE BASELINE
<br />OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNT ON LATCH SIDE OF DOOR
<br />(INTERIOR). EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN
<br />READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL
<br />TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE
<br />DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR PATH OF EGRESS TRAVEL IS
<br />NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS, EXIT SIGNS PLACEMENT SHALL BE SUCH
<br />THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGE WAY I
<br />S MORE THAN 100
<br />FEET. SEE DETAIL T/ A.
<br />5 FOR ADDITIONAL INFORMATION. 2016
<br />CBC 118-703.4.1
<br />32.5rX50 SYMBOL OF ACCESSIBILITY TO BE ADHERED TO STRIKE SID F
<br />E 0 EXTERIOR DOOR.
<br />ALTERNATE: AT DOUBLE DOORS PROVIDE ON EXTERIOR STRIKE SIDE OF DOOR. SEE DETAIL
<br />0/A.3 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
<br />33.30 GALLON PLASTIC GARBAGE CAN. SEE EQUIPMENT SCHEDULE FOR ADDITIONAL
<br />INFORMATION.
<br />35.FOOD PREP SINK W/DRAIN BOARD. SEE PLUMBING DRAWINGS. PROVIDE A MINIMUM 12 -INCH
<br />SEPARATION BETWEEN THE FOOD PREP SINK AND ADJACENT EQUIPMENT OR PROVIDE A 6"
<br />MIN. SPLASHGUARD CONSTRUCTED OF A SMOOTH WASHABLE MATERIAL SUCH AS STAINLESS
<br />STEEL. SEE EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION.
<br />40. 3 -COMPARTMENT POT PAN, UTENSIL STAINLESS STEEL SINK. SEE EQUIPMENT SCHEDULE FOR
<br />ADDITIONAL INFORMATION.
<br />41. PERSONAL LOCKER. ONE LOCKER TO BE DEDICATED AS AN ACCESSIBLE LOCKER. SEE
<br />EQUIPMENT DRAWING SCHEDULE FOR ADDITIONAL INFORMATION.
<br />45. LOCATION OF SEATING TABLES/CHAIRS.
<br />48. POINT OF SERVICE REGISTER. SEE EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION.
<br />57. INDICATES 'NO -SMOKING' SIGN - REFER TO DETAIL A/A.1 FOR ADDITIONAL INFORMATION
<br />AND REQUIREMENTS.
<br />85. DASHED BOX INDICATES 5'X5' MINIMUM REQUIRED LEVEL LANDING AT DOORS (6'-O"X5'-0"
<br />AT DOUBLE DOORS). FLOOR SURFACE TO MAINTAIN A 2% MAXIMUM SLOPE AWAY FROM
<br />BUILDING AT EXTERIOR. GENERAL CONTRACTOR TO VERIFY ALL EXISTING DOOR AND
<br />LANDING CONDITIONS MEET CURRENT ACCESSIBLITY REQUIRMENNTS.
<br />109 -INDICATES LOCATION OF STAINLESS STEEL HAND SINK WITH 6" SPLASHGUARD - REFER TO
<br />INTERIOR ELEVATIONS, AND PLUMBING PLANS FOR ADDITIONAL INFORMATION REQUIREMENTS.
<br />119 -PROVIDE A 30"X48" CLEAR SEATING ARRANGEMENT IN THE DINING AREA SHALL BE
<br />DESIGNED TO ACCOMMODATE ONE WHEEL CHAIR SEATING SPACE. THE SPACE BENEATH EACH
<br />TABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDE AND 27" HIGH, MEASURED
<br />FROM THE FINISH FLOOR LEVEL.
<br />130.I1NDICATES LOCATION OF NEW SNEEZE GUARD 3/8" TEMPERED GLASS WITH 2" 2X METAL
<br />SUPPORTS AT 48" O.C. MAX. FINAL LENGTH AND LOCATION TO BE VERIFIED WITH OWNER
<br />PRIOR TO INSTALLATION. SNEEZE GUARD TO EXTEND TO 60" A.F.F. CONFIRM SNEEZE
<br />GUARD MEETS ALL REQUIREMENTS OF CALCODE SECTION 114152. REFER TO INTERIOR
<br />ELEVATIONS FOR ADDITIONAL INFORMATION.
<br />132. POTENTIAL LOCATION OF DESK AND CHAIR.
<br />135. DASHED LINE INDICATES 30"X48" CLEAR FLOOR SPACE AT ACCESSIBLE SINK. GENERAL
<br />CONTRACTOR TO VERIFY ALL ACCESSIBLE CLEARANCES AT ALL ACCESSIBLE FIXTURE AND
<br />SINKS.
<br />137. WALL MOUNTED LAVATORY. DASHED LINE INDICATES 30"X48" CLEAR FLOOR SPACE AT
<br />ACCESSIBLE SINK. GENERAL CONTRACTOR TO VERIFY ALL ACCESSIBLE CLEARANCES AT ALL
<br />ACCESSIBLE FIXTURE AND SINKS. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION.
<br />138. WATER CLOSET. DASHED LINE INDICATES CLEARANCE AROUND ACCESSIBLE WATER CLOSET
<br />60" MIN. IN WIDTH MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56" MIN. IN
<br />DEPTH MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60" WIDE X 48" DEEP
<br />MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. SEE PLUMBING
<br />PLANS FOR ADDITIONAL INFORMATION.
<br />141. OCCUPANCY LOAD SIGN - FOR EVERY ROOM OR SPACE USED FOR ASSEMBLY OCCUPANCY, IT
<br />IS REQUIRED TO DISPLAY THE APPROVED "MAXIMUM OCCUPANCY LOAD" SIGN. OCCUPANT
<br />LOAD SIGN SHALL BE LEGIBLE WITH LETTERS THAT ARE CONTRASTING TO THE
<br />BACKGROUND. THE SIGN SHALL 13E IN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL
<br />BE POSTED IN A VISIBLE LOCATION NEAR THE MAIN EXIT. MAXIMUM OCCUPANCY SIGN
<br />AND FLOOR PLAN MUST BE WET STAMP BY SJFD BEFORE POSING.
<br />144. PROVIDE ACCESSIBLE THRESHOLD AT EXTERIOR DOOR. SEE
<br />DETAIL U/A.4 FOR ADDITIONAL INFORMATION.
<br />145. AIR CURTAIN. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />146. CAKE DISPLAY FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />147. WATER COOLER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />148. MIXER FLOOR PEDAL. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />149. MISTO MIXER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />152. CUP DISPENSER UNDER COUNTER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />153. HOT TOPPING DISPENSOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />154. COOKIE PRESSER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />155. COOKIE WARMER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />156. WIRE CUP DISPENSOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />157. CUSTARD MACHINE. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />158. DIP BOX FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />159. MALL STYLE DIP BOX FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />161. WORK TOP REFRIGERATOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />162. UPRIGHT FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />163. SINGLE BATCH FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />164. SUGAR DUNNAGE RACK. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />165. NSF SHELVING TO BE USED FOR CHEMICAL STORAGE. SEE EQUIPMENT LEGEND FOR
<br />ADDITIONAL INFORMATION.
<br />166. MIX SHELF. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />168. DIGITAL MENU DISPLAY AND MOUNT. SEE DETAIL F,G/A.1 AND EQUIPMENT LEGEND FOR
<br />169. ADDITIONAL
<br />TTORSEE1R TIIAS ATWOINFORMATION.
<br />K. IA' S FINISH SCHEDULE & MATERIAL SPECIFICATIONS FOR
<br />ADDITIONAL INFORMATION.
<br />170. DIPPER WELL. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />171. BAR MIXER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />172. UPRIGHT REFRIGERATOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />173. STAINLESS STEEL SHELF LARGE DIP BOX SHELF TO BE USED FOR FOOD STORAGE. SEE
<br />EQUIPMENT PLAN FOR ADDITIONAL INFORMATION.
<br />174. STAINLESS STEEL SHELF TO BE USED FOR DISHES, POTS, AND PANS. SEE EQUIPMENT
<br />PLAN FOR ADDITIONAL INFORMATION.
<br />175. NSF SHELVING TO BE USED FOR CLEANING EQUIPMENT. SEE EQUIPMENT LEGEND FOR
<br />ADDITIONAL INFORMATION.
<br />176. NSF SHELVING TO BE USED FOR SUPPLIES. SEE EQUIPMENT LEGEND FOR ADDITIONAL
<br />INFORMATION.
<br />177. WAFFLE IRON. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />187. MONEY SAFE. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />193. PREP REFRIGERATOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />DJ
<br />ELISION DOOR(S)
<br />DOOR P I VOT POINT
<br />UPPER DOOR BRACKET
<br />11
<br />ELISION DOOR(S)
<br />UPPER DOOR BRACKET
<br />DOOR PIVOT POINT
<br />SENERAL M07ES
<br />1.ALL EXTERIOR DOOR LANDING GRADES TO HAVE A SMOOTH TRANSITION TO ADJACENT PAVED
<br />SURFACE.
<br />2. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL BLOCKING AND BACKING
<br />LOCATIONS AS REQUIRED BY EQUIPMENT, FURNISHINGS, & FIXTURE SUPPLIERS.
<br />3.GENERAL CONTRACTOR SHALL CONFIRM IN THE FIELD THAT ANY FULL WALLS ACTING AS
<br />DRAFT-STOP(S) COMPLY WITH THE 9,000 SQ.FT. MAX AREA REQUIREMENT, AND THAT THE
<br />PLACEMENT OF THE DRAFT STOP(S) ARE LESS THEN 100 FT. APART.
<br />4.GENERAL CONTRACTOR SHALL INTERFACE WITH PLUMBING, MECHANICAL, AND ELECTRICAL
<br />PLANS TO CONFIRM ANY SPECIFIC REQUIREMENTS OF ALL FIXTURES/FURNISHINGS SHOWN ON
<br />PLAN(S).
<br />5.GENERAL CONTRACTOR SHALL PATCH, REPAIR AND REPLACE ALL DAMAGED DOORS, WALLS,
<br />GLAZING SYSTEMS, CEILING TILES, ETC. SO AS TO ENSURE THE TENANT SPACE IS IN
<br />PROPER WORKING ORDER.
<br />6 -PROVIDE "NO SMOKING" SIGN(S) AND PROVIDE DESCRIPTIVE NOTE OR DETAIL
<br />(INTERNATIONAL "NO SMOKING" SYMBOL IN RED OR 1 -INCH HIGH LETTER SAYING. "NO
<br />SMOKING") THE SIGN SHALL BE A MINIMUM OF 40 SQUARE INCHES IN SIZE AND LOCATED
<br />60 INCHES ABOVE THE FINISH FLOOR.
<br />7.ALL FUTURE TENANTS ARE REQUIRED TO HAVE E PLANS SUBMITTED FOR REVIEW ANDA APPROVAL
<br />VAL
<br />AND BUILDING PERMITS PRIOR TO START OF CONSTRUCTION FOR ANY IMPROVEMENT.
<br />8 -'THIS PERMIT DOES NOT INCLUDE ANY HIGH PILE STORAGE (PER CFC) OR RACK STORAGE
<br />OVER 8 FEET HIGH. ANY SUCH PROPOSED STORAGE WILL REQUIRE PLANS SUBMITTED FOR
<br />REVIEW AND APPROVAL AND ISSUANCE OF PERMITS. CFC ARTICLE 81.
<br />9. SAFETY GLAZING IS REQUIRED FOR GLAZING WITHIN 24 INCHES OF DOORS.
<br />10. PROVIDE AIRTIGHT CAULKING OR GASKET AT ALL PERIMETER WALL SILL PLATES, JAMBS,
<br />ELECTRICAL OUTLETS AND SWITCHES, OR OTHER SOURCES OF AIR INFILTRATION. PROVIDE
<br />WEATHER STRIPPING AT ALL EXTERIOR DOORS
<br />11.THE SURFACE OF FLOORS SHALL BE SLIP RESISTANT, WHEN TESTED IN ACCORDANCE WITH
<br />ASTM C10288 TEST PROCEDURE FOR COEFFICIENT OF FRICTION.
<br />12. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD
<br />OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE. NEAR THE MAIN EXIT OR EXIT
<br />ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED
<br />PERMANENT DESIGN AND BE MAINTAINED BE THE OWNER OR AUTHORIZED AGENT 2016 CFC,
<br />SECTION 1004.3.
<br />13.ALL PIPES CONDUITS, DUCTS PLENUMS CHASES RACEWAYS, AND CONVEYANCES TOF ANY.
<br />RUSSES,
<br />KIND SHALL BE LOCATED WITHIN WALLS AND ABOVE THE BOTTOM CHORD OF THE TRUSSES AS
<br />APPLICABLE, ALL MATERIAL INSTALLED ABOVE THE CEILING OF THE PREMISES FOR THE
<br />ATTACHMENT OF EQUIPMENT AS APPROVED BY LANDLORD SHALL BE NON-COMBUSTIBLE AS
<br />DEFINED BY APPLICABLE CODES. ALL MATERIAL SHALL BE SECURED TO THE STRUCTURAL
<br />FRAMING SYSTEM WITH APPROVED FASTENERS. ANY WIRING SHALL USE PLENUM RATED CABLE
<br />OR BE ENCLOSED IN NON-COMBUSTIBLE CONDUIT.
<br />14. ALL ROOF PENETRATIONS SHALL BE LOCATED 18" IN THE CLEAR FROM ALL OTHER
<br />PROTRUSIONS ABOVE THE ROOF DECK. THE CONTRACTOR SHALL MARK THE PENETRATION
<br />LOCATIONS FOR LANDLDORD'S REVIEW AND APPROVAL PRIOR TO CUTTING THE ROOF. THE
<br />CONTRACTOR RESPONSIBLE FOR REPAIRING SUCH PENETRATIONS SHALL BE AN AUTHORIZED
<br />INSTALLER SO THAT THE ROOF WARRANTY REMAINS INTACT.
<br />15.THE LOCKS ARE TO BE KEYED TO THE LANDLORD'S MASTER KEY FOR EMERGENCIES AND SO
<br />THAT THE FIRE DEPARTMENT HAS ACCESS TO THE KEY FROM THE KNOX BOX. PLEASE PROVIDE
<br />US 24 HOUR NOTICE OF MEN YOU WILL BE RE -KEYING THE PREMISES SO THAT WE CAN HAVE
<br />OUR MASTER KEY ON SITE FOR YOUR LOCKSMITH.
<br />16.THE CONTRACTOR SHALL INSPECT THE PREMISES PRIOR TO COMMENCEMENT OF CONSTRUCTION
<br />AND IMMEDIATELY REPORT IN WRITING, ANY DEFECTS THAT EXIST IN THE PREMISES
<br />INCLUDING, BUT NOT LIMITED TO:
<br />A. LEAKS IN THE ROOF.
<br />B. INADEQUATE UTILITIES.
<br />C. DAMAGE OR GRAFFITI WINDOW OR DOORS.
<br />D. ALL ITEMS TO BE PROVIDED BY OTHERS THAT ARE MISSING.
<br />E. FAILURE TO REPORT DEFECTS OR MISSING ITEMS COULD RESULT IN THE
<br />CONTRACTOR BEING RESPONSIBLE FOR REPAIRS OR REPLACEMENT OF THOSE ITEMS.
<br />F. INADEQUATE DOORS/STOREFRONT DEPTHS OR WIDTHS AS REQUIRED TO ACCOMMODATE
<br />DELIVERY AND AND INSTALLATION OF PROPOSED EQUIPMENT.
<br />17. THE OWNER RESERVES THE RIGHT TO CHECK CONSTRUCTION COMPLIANCE WITH PLANS AND
<br />SPECIFICATIONS. SHOULD THE OWNER FIND CORRECTIVE WORK NECESSARY, HE WILL NOTIFY
<br />CONTRACTOR OF SUCH WORK IN WRITING AND EXPECT COMPLIANCE PERFORMED WITH DUE
<br />DILIGENCE. IF ANY CORRECTIVE WORKS IS DEEMED TO BE NECESSARY, THE COST OF
<br />REINSPECTION WILL BE BORNE BY THE CONTRACTOR.
<br />18. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE
<br />CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE PROJECT
<br />SHALL BE PROMPTLY REPORTED TO THE ARCHITECT BEFORE CONSTRUCTION OR FABRICATION
<br />BEGINS. DO NOT SCALE DRAWINGS.
<br />19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL
<br />DIMENSION, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB SITE ALL
<br />SUCH ITEMS. THE GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE
<br />ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING OF ANY WORK.
<br />20. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF
<br />BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON CONSTRUCTION
<br />DOCUMENTS.
<br />21. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER IT IS THE
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS
<br />NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, EITHER
<br />SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES.
<br />22. ALL MATERIAL AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE
<br />CALIFORNIA BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES ALL
<br />REFERENCE TO THE CALIFORNIA BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION.
<br />23. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE
<br />DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR
<br />AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS
<br />OR LABOR SPECIFIED.
<br />24. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR THE
<br />PROPER EXECUTION OF SAME
<br />25. CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY
<br />DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.
<br />COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS,
<br />SECTIONS, DETAILS, ETC.
<br />29.FIRE,,FXTINGUISHERS WITH A MINIMUM RATING OF 2-A:1G-B:C SHALL BE PROVIDED SUCH
<br />THAT NO POINT IN THE BUILDING IS FURTHER THAN 75 -FOOT TRAVEL-'DJSTANCE TO AN
<br />EXTINGUISHER. EXTINGUISHERS SHALL BE MOUNTED ON THE WALL OR IN 1BAB.INETS, SUCH
<br />THAT THE TOP OF THE EXTINGUISHER IS NO MORE THAN FOUR (4') FEET ABOVE FLOOR
<br />LEVEL.
<br />30.ELECTRICAL DISCONNECT SHALL BE ACCESSIBLE FROM THE EXTERIOR OF THE BUILDING OR IN
<br />A SECURE ELECTRICAL ROOM THAT OPENS DIRECTLY TO THE OUTSIDE. DISCONNECT OR
<br />ELECTRICAL ROOM WILL BE IDENTIFIED WITH AN APPROVED ALL WEATHER SIGN.
<br />31.EXIT SIGNS SHALL BE INSTALLED AT ALL REQUIRED EXITS AND WHERE OTHERWISE NECESSARY
<br />IN ORDER TO INDICATE THE DIRECTION OF EGRESS. SIGNS ARE TO BE ILLUMINATED AT ANY
<br />TIME THE BUILDING IS OCCUPIED. THE EXIT SIGN SYSTEM IS TO BE INSTALLED IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF THE ELECTRICAL CODE.
<br />DRAWING ARE OWNED BY AND THE PROPERTY OF ARCHITECT AND WERE CREATED, EVOLVED
<br />AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT ONLY.
<br />NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR
<br />DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER
<br />WITHOUT THE WRITTEN PERMISSION OF ARCHITECT, FILING THESE REPRODUCTION OR
<br />PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THESE
<br />PLANS REMAINS WITH THE ARCHITECT AND VISUAL CONTACT WITH THEM CONSTITUTES
<br />PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
<br />2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR
<br />FEDERAL AGENCIES HAVING JURISDICTION. THE ARCHITECT ASSUMES NO RESPONSIBILITY
<br />FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE
<br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY OF THE
<br />CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO THESE DRAWINGS ARE NOT
<br />THE RESPONSIBILITY OF THE ARCHITECT. DEVIATIONS FROM THE ORIGINAL DRAWINGS
<br />MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S
<br />RESPONSIBILITY TO NOTIFY THE ARCHITECT OF THE PROGRESS OF THE PROJECT TO
<br />FACILITATE OUR ON-SITE VISITS TO ANSWER QUESTIONS AND VIEW THE PROGRESS AND
<br />QUALITY OF WORK IF REQUIRED.
<br />3. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL
<br />LOCATION. THE ARCHITECT HAS NOT PERFORMED CONSTRUCTION ENGINEERING (SHORING
<br />CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY STRUCTURAL MEMBERS IN
<br />THEIR FINAL LOCATION (ERECTION CALCULATION).
<br />4. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN
<br />OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE
<br />AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE.
<br />5. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAILS ARE NOT CLEAR, OR
<br />DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ARCHITECT.
<br />6. SEE MECHANI,CAL,,, kCI RICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND
<br />SIZE OF PIPES, DUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND OTHER
<br />SIMILAR OPENaI.,hOT INDICATED ON THE STRUCTURAL DRAWINGS.
<br />7• SEE MECHANICAL, EI.. FCTR'ICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF
<br />BOLTS, ANCHORS AV OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON STRUCTURAL
<br />DRAWINGS. "
<br />B. SEE PLUMBING & AiCHITFCTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS.
<br />9. THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL
<br />GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION.
<br />10.THE DUTY OF THE ARCHITECT IS TO CONDUCT CONSTRUCTION REVIEW OF THE
<br />CONTRACTOR'S PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF
<br />THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE
<br />CONSTRUCTION SITE.
<br />11.ANY SUPPORTED SERVICES PERFORMED BY THE ARCHITECT FIELD REPRESENTATIVES DURING
<br />CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION
<br />SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY
<br />THE ARCHITECT WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF
<br />CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY
<br />CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND
<br />SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL
<br />NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
<br />12.THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS
<br />NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS,
<br />EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION
<br />PRACTICES.
<br />13.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE COORDINATION
<br />OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND
<br />LABOR SHOWN OR INFERRED ON THESE PLANS.
<br />14.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND
<br />DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
<br />AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS
<br />METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO
<br />BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES
<br />OF THE ARCHITECT SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR
<br />THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT
<br />DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED
<br />INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES
<br />PERFORMED BY THE ARCHITECT WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF
<br />ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT
<br />DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE
<br />CONSTRUED AS SUPERVISION OF CONSTRUCTION.
<br />15. WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY
<br />FOR ALL LIKE OF SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
<br />16 IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY FOR THE SUPERVISION OF THE
<br />WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS
<br />17.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF
<br />THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS SHALL BE
<br />DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC. SPRINKLER
<br />PIPING SHALL BE SUPPORTED AND BRACED PER NFPA-13 SUSPENDED CEILING SYSTEMS OF
<br />ACOUSTICAL TILE OR LAY -IN PANELS SHALL BE SUPPORTED AND BRACED PER CBC
<br />STANDARD.
<br />18.THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY'. OF ANY
<br />DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS.
<br />19.CONSTRUCTION AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE
<br />WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING
<br />JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS
<br />OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA.
<br />20.CONSTRUCT THOSE FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY. SHOWN, IN A
<br />MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES.
<br />21.THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION.
<br />ANY DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH
<br />WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS,
<br />ELEVATIONS, SECTIONS, DETAILS ETC.
<br />22. STRUCTURAL SYSTEM HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS
<br />PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD ENGINEERING
<br />PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM
<br />STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF
<br />CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING,
<br />AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY OF NEW
<br />WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB
<br />SITE PERSONNEL AT ALL TIMES. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY
<br />RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS,
<br />PROPERTY AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND
<br />THE CONTRACTOR SHALL PROJECT NEW DAMAGE.
<br />23.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE
<br />STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO
<br />OTHER DETAILS. TYPICAL CONDITIONS NOT NECESSARILY NOTED AS TYPICAL SHALL BE
<br />CONSIDERED AS TYPICAL FOR OTHER CONDITIONS.
<br />SYMBOL DESCRIPTION
<br />z COORD W DIGITAL MENU BOARD SPEC
<br />INTERIOR WALLS: (NEW)
<br />6 X20 GA. METAL STUD FRAMING AT 16" O.C. FROM SLAB TO A POINT 12"
<br />N
<br />J
<br />W1TMAL
<br />ABOVE HIGHEST ADJACENT CEILING PLANE WITH 5/8" THICK GYPSUM BOARD
<br />ON EACH SIDE OF FRAMING. UNLESS OTHER WISE NOTED.
<br />REMODELS
<br />TNK. TYM
<br />INTERIOR WALLS: (NEW)
<br />PNBII
<br />3-5/8"X20 GA. METAL STUD FRAMING AT 16" O.C. FROM SLAB TO A POINT
<br />NOTEB
<br />12" ABOVE HIGHEST ADJACENT CEILING PLANE WITH 5/8" THICK GYPSUM
<br />PL
<br />BEEOOXA7RD ON EACH SIDE OF FRAMING. UNLESS OTHER WISE NOTED.
<br />7'-0"1
<br />L
<br />HM
<br />EXTLR18R SHELL WALLSSTONRiMAIN.
<br />1,4
<br />INTERIOR DEMISING WALLS: (EXISTING)
<br />B
<br />INTERIOR FULL HEIGHT DEMISING WALL. 6"X20" GA. METAL STUD FRAMING
<br />FF 3'-0"
<br />AT 16" O.C. WITH g" TYPE 'X' GYPSUM BOARD SHEATHING FROM FLOOR TO
<br />z
<br />UNDERSIDE OF ROOF DECK AND R-19 BATT INSULATION.
<br />PF
<br />SNEEZE BARRIER: (NEW) "
<br />18" HIGH GLASS SNEEZE GUARD OVER COUNTER TOP. -
<br />®
<br />C
<br />A
<br />FF 3'-0"
<br />7'-0"
<br />1 3/4" 1
<br />HM
<br />PF
<br />1,4
<br />B
<br />loTa
<br />a
<br />B. DOUBLE SWING DOOR (MODEL LWP-3 ALUMINUM TRAFFIC DOOR BY ELIASON).
<br />C.PROVIDE ACCESSIBILITY SIGNAGE AT RESTROOM DOORS, INTERIOR.
<br />J
<br />H. UNDERCUT DOOR 1".
<br />J. PROVIDE JAMB WEATHER STRIP.
<br />• Q�I��LS V Q(nl��®IIVtI�
<br />HM HOL•OW METAL
<br />PL PLASTIC LAMINATE
<br />FF FACTORY FINISH
<br />PF PAINT MATCH ADJACEN%,WALL COLOR
<br />A ALUMINUM
<br />DOOR
<br />TYPO
<br />TYPE: PLASTIC LAMINATE
<br />INTERIOR
<br />tO DOOR INSULATED TO R-11 VALUE.
<br />O DOOR TO BE TIGHTLY SEALED WITH A HIGH QUALITY WEATHER
<br />STRIPPING. BOTTOM OF DOOR TO BE SEALED, AND GAP BETWEEN
<br />N0.
<br />OPENING FOR
<br />y WIDTH
<br />DOOR'S FRAME AND WALL TO BE FILLED BEFORE INSTALLING THE
<br />CAP MOLDING DOOR TO INSULATED TO AN R-11 VALUE.
<br />a
<br />10 KICK PLATE WHERE NOTED
<br />DIGITAL MENU
<br />1/4" TEMPERED GLASS.
<br />ca
<br />1
<br />W
<br />0-
<br />_ - BOARDS
<br />SERVING AREAS SHALL BE SELF CLOSING AND TIGHT FITTING.
<br />aim
<br />10
<br />2
<br />U
<br />4L
<br />�
<br />�
<br />�3/4" PLYWOOD]
<br />PAINTED PT -05
<br />a ■D]I[GIINo
<br />�T TOP
<br />NTING
<br />;CESS
<br />'U'
<br />ARACKET,
<br />W/ TV
<br />TUBE
<br />iCKING.
<br />1. REQUIRED ADA FLOOR CLEARANCE, (80" DIAMETER TURNING RADIUS, 30"X48" FIXTURE
<br />CLEAR SPACE. SEE DETAIL K/A.4 FOR ACCESSIBILITY DRAWINGS.
<br />2. MOP SINK. PROVIDE A SPLASH GUARD CONSTRUCTED OF A SMOOTH WASHABLE MATERIAL SUCH
<br />AS STAINLESS STEEL WHEN REQUIRED. PROVIDE SHELF W/ MOP AND BROOM HOLDERS AND
<br />RAG HOOKS ABOVE MOP SINK SO THAT THE MOP HEAD DOES NOT CONTAMINATE FOOD,
<br />FLOORS, WALLS, OR EQUIPMENT WHILE DRYING. PROVIDE FULL HEIGHT FIBERGLASS
<br />REINFORCED PANELS W/ 24" EXTENSION PAST MOP SINK.
<br />7. 35 1/2" HIGH WOOD COUNTER WITH QUARTZ TOP AND SPLASH. PROVIDE AN
<br />ACCESSIBLE PORTION OF THE CASHIER COUNTER 36" MINIMUM WIDTH, 28"-34" HIGH FOR
<br />SIDE APPROACH METHOD. IF FRONT APPROACH METHOD IS USED PROVIDE 36"MINIMUM
<br />WIDTH, 28"-34" HIGH, WITH KNEE SPACE MINIMUM 27" HIGH BY 19" DEEP BY 30" WIDE.
<br />SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION.
<br />8.. FLOOR SINK. SEE PLUMBING SCHEDULE AND PLUMBING PLAN FOR ADDITIONAL INFORMATION.
<br />14.WATER HEATER. SEE PLUMBING SCHEDULE AND PLUMBING PLAN FOR ADDITION INFORMATION.
<br />23 -VERIFY LOCATION OF SIGN ABOVE DOOR TO READ:"THIS DOOR TO REMAIN UNLOCKED WHEN
<br />BUILDING IS OCCUPIED." GENERAL CONTRACTOR TO CENTER SIGN ABOVE DOOR ON MULLION
<br />25.STGREFRONT DOOR TO REMAIN. VERIFY EXISTING HARDWARE IS IN PROPER WORKING ORDER.
<br />27.ADDRESS INFORMATION TO BER V
<br />P 0 IDED IN BRAILLE ON THE EXTERIOR.
<br />28.2A -108:C PORTABLE FIRE EXTINGUISHER PER NFPA 10. ONE EXTINGUISHER IS REQUIRED
<br />FOR EACH 3,000 SQ.FT. OR PORTION THEREOF OF FLOOR SPACE, WITH TRAVEL DISTANCE
<br />NOT TO EXCEED 75 FEET. SEE DETAIL A- 1 FOR ADDITIONAL INFORMATION.
<br />29.CONCRETE FLATWORK TO REMAIN. REPLnACE AND REPAIR AS NECESSARY.
<br />30 -TACTILE EXIT SIGN TO READ "EXIT" TACTILE CHARACTERS ON SIGN SHALL BE LOCATED
<br />48" MIN. ABOVE THE FINISHED FLOOR MEASURED FROM THE BASELINE OF THE LOWEST
<br />BRAILLE CELLS AND 60" MAX. ABOVE THE FINISHED FLOOR MEASURED FROM THE BASELINE
<br />OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNT ON LATCH SIDE OF DOOR
<br />(INTERIOR). EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN
<br />READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL
<br />TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE
<br />DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR PATH OF EGRESS TRAVEL IS
<br />NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS, EXIT SIGNS PLACEMENT SHALL BE SUCH
<br />THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGE WAY I
<br />S MORE THAN 100
<br />FEET. SEE DETAIL T/ A.
<br />5 FOR ADDITIONAL INFORMATION. 2016
<br />CBC 118-703.4.1
<br />32.5rX50 SYMBOL OF ACCESSIBILITY TO BE ADHERED TO STRIKE SID F
<br />E 0 EXTERIOR DOOR.
<br />ALTERNATE: AT DOUBLE DOORS PROVIDE ON EXTERIOR STRIKE SIDE OF DOOR. SEE DETAIL
<br />0/A.3 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
<br />33.30 GALLON PLASTIC GARBAGE CAN. SEE EQUIPMENT SCHEDULE FOR ADDITIONAL
<br />INFORMATION.
<br />35.FOOD PREP SINK W/DRAIN BOARD. SEE PLUMBING DRAWINGS. PROVIDE A MINIMUM 12 -INCH
<br />SEPARATION BETWEEN THE FOOD PREP SINK AND ADJACENT EQUIPMENT OR PROVIDE A 6"
<br />MIN. SPLASHGUARD CONSTRUCTED OF A SMOOTH WASHABLE MATERIAL SUCH AS STAINLESS
<br />STEEL. SEE EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION.
<br />40. 3 -COMPARTMENT POT PAN, UTENSIL STAINLESS STEEL SINK. SEE EQUIPMENT SCHEDULE FOR
<br />ADDITIONAL INFORMATION.
<br />41. PERSONAL LOCKER. ONE LOCKER TO BE DEDICATED AS AN ACCESSIBLE LOCKER. SEE
<br />EQUIPMENT DRAWING SCHEDULE FOR ADDITIONAL INFORMATION.
<br />45. LOCATION OF SEATING TABLES/CHAIRS.
<br />48. POINT OF SERVICE REGISTER. SEE EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION.
<br />57. INDICATES 'NO -SMOKING' SIGN - REFER TO DETAIL A/A.1 FOR ADDITIONAL INFORMATION
<br />AND REQUIREMENTS.
<br />85. DASHED BOX INDICATES 5'X5' MINIMUM REQUIRED LEVEL LANDING AT DOORS (6'-O"X5'-0"
<br />AT DOUBLE DOORS). FLOOR SURFACE TO MAINTAIN A 2% MAXIMUM SLOPE AWAY FROM
<br />BUILDING AT EXTERIOR. GENERAL CONTRACTOR TO VERIFY ALL EXISTING DOOR AND
<br />LANDING CONDITIONS MEET CURRENT ACCESSIBLITY REQUIRMENNTS.
<br />109 -INDICATES LOCATION OF STAINLESS STEEL HAND SINK WITH 6" SPLASHGUARD - REFER TO
<br />INTERIOR ELEVATIONS, AND PLUMBING PLANS FOR ADDITIONAL INFORMATION REQUIREMENTS.
<br />119 -PROVIDE A 30"X48" CLEAR SEATING ARRANGEMENT IN THE DINING AREA SHALL BE
<br />DESIGNED TO ACCOMMODATE ONE WHEEL CHAIR SEATING SPACE. THE SPACE BENEATH EACH
<br />TABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDE AND 27" HIGH, MEASURED
<br />FROM THE FINISH FLOOR LEVEL.
<br />130.I1NDICATES LOCATION OF NEW SNEEZE GUARD 3/8" TEMPERED GLASS WITH 2" 2X METAL
<br />SUPPORTS AT 48" O.C. MAX. FINAL LENGTH AND LOCATION TO BE VERIFIED WITH OWNER
<br />PRIOR TO INSTALLATION. SNEEZE GUARD TO EXTEND TO 60" A.F.F. CONFIRM SNEEZE
<br />GUARD MEETS ALL REQUIREMENTS OF CALCODE SECTION 114152. REFER TO INTERIOR
<br />ELEVATIONS FOR ADDITIONAL INFORMATION.
<br />132. POTENTIAL LOCATION OF DESK AND CHAIR.
<br />135. DASHED LINE INDICATES 30"X48" CLEAR FLOOR SPACE AT ACCESSIBLE SINK. GENERAL
<br />CONTRACTOR TO VERIFY ALL ACCESSIBLE CLEARANCES AT ALL ACCESSIBLE FIXTURE AND
<br />SINKS.
<br />137. WALL MOUNTED LAVATORY. DASHED LINE INDICATES 30"X48" CLEAR FLOOR SPACE AT
<br />ACCESSIBLE SINK. GENERAL CONTRACTOR TO VERIFY ALL ACCESSIBLE CLEARANCES AT ALL
<br />ACCESSIBLE FIXTURE AND SINKS. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION.
<br />138. WATER CLOSET. DASHED LINE INDICATES CLEARANCE AROUND ACCESSIBLE WATER CLOSET
<br />60" MIN. IN WIDTH MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56" MIN. IN
<br />DEPTH MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60" WIDE X 48" DEEP
<br />MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. SEE PLUMBING
<br />PLANS FOR ADDITIONAL INFORMATION.
<br />141. OCCUPANCY LOAD SIGN - FOR EVERY ROOM OR SPACE USED FOR ASSEMBLY OCCUPANCY, IT
<br />IS REQUIRED TO DISPLAY THE APPROVED "MAXIMUM OCCUPANCY LOAD" SIGN. OCCUPANT
<br />LOAD SIGN SHALL BE LEGIBLE WITH LETTERS THAT ARE CONTRASTING TO THE
<br />BACKGROUND. THE SIGN SHALL 13E IN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL
<br />BE POSTED IN A VISIBLE LOCATION NEAR THE MAIN EXIT. MAXIMUM OCCUPANCY SIGN
<br />AND FLOOR PLAN MUST BE WET STAMP BY SJFD BEFORE POSING.
<br />144. PROVIDE ACCESSIBLE THRESHOLD AT EXTERIOR DOOR. SEE
<br />DETAIL U/A.4 FOR ADDITIONAL INFORMATION.
<br />145. AIR CURTAIN. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />146. CAKE DISPLAY FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />147. WATER COOLER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />148. MIXER FLOOR PEDAL. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />149. MISTO MIXER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />152. CUP DISPENSER UNDER COUNTER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />153. HOT TOPPING DISPENSOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />154. COOKIE PRESSER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />155. COOKIE WARMER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />156. WIRE CUP DISPENSOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />157. CUSTARD MACHINE. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />158. DIP BOX FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />159. MALL STYLE DIP BOX FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />161. WORK TOP REFRIGERATOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />162. UPRIGHT FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />163. SINGLE BATCH FREEZER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />164. SUGAR DUNNAGE RACK. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />165. NSF SHELVING TO BE USED FOR CHEMICAL STORAGE. SEE EQUIPMENT LEGEND FOR
<br />ADDITIONAL INFORMATION.
<br />166. MIX SHELF. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />168. DIGITAL MENU DISPLAY AND MOUNT. SEE DETAIL F,G/A.1 AND EQUIPMENT LEGEND FOR
<br />169. ADDITIONAL
<br />TTORSEE1R TIIAS ATWOINFORMATION.
<br />K. IA' S FINISH SCHEDULE & MATERIAL SPECIFICATIONS FOR
<br />ADDITIONAL INFORMATION.
<br />170. DIPPER WELL. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />171. BAR MIXER. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />172. UPRIGHT REFRIGERATOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />173. STAINLESS STEEL SHELF LARGE DIP BOX SHELF TO BE USED FOR FOOD STORAGE. SEE
<br />EQUIPMENT PLAN FOR ADDITIONAL INFORMATION.
<br />174. STAINLESS STEEL SHELF TO BE USED FOR DISHES, POTS, AND PANS. SEE EQUIPMENT
<br />PLAN FOR ADDITIONAL INFORMATION.
<br />175. NSF SHELVING TO BE USED FOR CLEANING EQUIPMENT. SEE EQUIPMENT LEGEND FOR
<br />ADDITIONAL INFORMATION.
<br />176. NSF SHELVING TO BE USED FOR SUPPLIES. SEE EQUIPMENT LEGEND FOR ADDITIONAL
<br />INFORMATION.
<br />177. WAFFLE IRON. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />187. MONEY SAFE. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />193. PREP REFRIGERATOR. SEE EQUIPMENT LEGEND FOR ADDITIONAL INFORMATION.
<br />DJ
<br />ELISION DOOR(S)
<br />DOOR P I VOT POINT
<br />UPPER DOOR BRACKET
<br />11
<br />ELISION DOOR(S)
<br />UPPER DOOR BRACKET
<br />DOOR PIVOT POINT
<br />SENERAL M07ES
<br />1.ALL EXTERIOR DOOR LANDING GRADES TO HAVE A SMOOTH TRANSITION TO ADJACENT PAVED
<br />SURFACE.
<br />2. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL BLOCKING AND BACKING
<br />LOCATIONS AS REQUIRED BY EQUIPMENT, FURNISHINGS, & FIXTURE SUPPLIERS.
<br />3.GENERAL CONTRACTOR SHALL CONFIRM IN THE FIELD THAT ANY FULL WALLS ACTING AS
<br />DRAFT-STOP(S) COMPLY WITH THE 9,000 SQ.FT. MAX AREA REQUIREMENT, AND THAT THE
<br />PLACEMENT OF THE DRAFT STOP(S) ARE LESS THEN 100 FT. APART.
<br />4.GENERAL CONTRACTOR SHALL INTERFACE WITH PLUMBING, MECHANICAL, AND ELECTRICAL
<br />PLANS TO CONFIRM ANY SPECIFIC REQUIREMENTS OF ALL FIXTURES/FURNISHINGS SHOWN ON
<br />PLAN(S).
<br />5.GENERAL CONTRACTOR SHALL PATCH, REPAIR AND REPLACE ALL DAMAGED DOORS, WALLS,
<br />GLAZING SYSTEMS, CEILING TILES, ETC. SO AS TO ENSURE THE TENANT SPACE IS IN
<br />PROPER WORKING ORDER.
<br />6 -PROVIDE "NO SMOKING" SIGN(S) AND PROVIDE DESCRIPTIVE NOTE OR DETAIL
<br />(INTERNATIONAL "NO SMOKING" SYMBOL IN RED OR 1 -INCH HIGH LETTER SAYING. "NO
<br />SMOKING") THE SIGN SHALL BE A MINIMUM OF 40 SQUARE INCHES IN SIZE AND LOCATED
<br />60 INCHES ABOVE THE FINISH FLOOR.
<br />7.ALL FUTURE TENANTS ARE REQUIRED TO HAVE E PLANS SUBMITTED FOR REVIEW ANDA APPROVAL
<br />VAL
<br />AND BUILDING PERMITS PRIOR TO START OF CONSTRUCTION FOR ANY IMPROVEMENT.
<br />8 -'THIS PERMIT DOES NOT INCLUDE ANY HIGH PILE STORAGE (PER CFC) OR RACK STORAGE
<br />OVER 8 FEET HIGH. ANY SUCH PROPOSED STORAGE WILL REQUIRE PLANS SUBMITTED FOR
<br />REVIEW AND APPROVAL AND ISSUANCE OF PERMITS. CFC ARTICLE 81.
<br />9. SAFETY GLAZING IS REQUIRED FOR GLAZING WITHIN 24 INCHES OF DOORS.
<br />10. PROVIDE AIRTIGHT CAULKING OR GASKET AT ALL PERIMETER WALL SILL PLATES, JAMBS,
<br />ELECTRICAL OUTLETS AND SWITCHES, OR OTHER SOURCES OF AIR INFILTRATION. PROVIDE
<br />WEATHER STRIPPING AT ALL EXTERIOR DOORS
<br />11.THE SURFACE OF FLOORS SHALL BE SLIP RESISTANT, WHEN TESTED IN ACCORDANCE WITH
<br />ASTM C10288 TEST PROCEDURE FOR COEFFICIENT OF FRICTION.
<br />12. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD
<br />OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE. NEAR THE MAIN EXIT OR EXIT
<br />ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED
<br />PERMANENT DESIGN AND BE MAINTAINED BE THE OWNER OR AUTHORIZED AGENT 2016 CFC,
<br />SECTION 1004.3.
<br />13.ALL PIPES CONDUITS, DUCTS PLENUMS CHASES RACEWAYS, AND CONVEYANCES TOF ANY.
<br />RUSSES,
<br />KIND SHALL BE LOCATED WITHIN WALLS AND ABOVE THE BOTTOM CHORD OF THE TRUSSES AS
<br />APPLICABLE, ALL MATERIAL INSTALLED ABOVE THE CEILING OF THE PREMISES FOR THE
<br />ATTACHMENT OF EQUIPMENT AS APPROVED BY LANDLORD SHALL BE NON-COMBUSTIBLE AS
<br />DEFINED BY APPLICABLE CODES. ALL MATERIAL SHALL BE SECURED TO THE STRUCTURAL
<br />FRAMING SYSTEM WITH APPROVED FASTENERS. ANY WIRING SHALL USE PLENUM RATED CABLE
<br />OR BE ENCLOSED IN NON-COMBUSTIBLE CONDUIT.
<br />14. ALL ROOF PENETRATIONS SHALL BE LOCATED 18" IN THE CLEAR FROM ALL OTHER
<br />PROTRUSIONS ABOVE THE ROOF DECK. THE CONTRACTOR SHALL MARK THE PENETRATION
<br />LOCATIONS FOR LANDLDORD'S REVIEW AND APPROVAL PRIOR TO CUTTING THE ROOF. THE
<br />CONTRACTOR RESPONSIBLE FOR REPAIRING SUCH PENETRATIONS SHALL BE AN AUTHORIZED
<br />INSTALLER SO THAT THE ROOF WARRANTY REMAINS INTACT.
<br />15.THE LOCKS ARE TO BE KEYED TO THE LANDLORD'S MASTER KEY FOR EMERGENCIES AND SO
<br />THAT THE FIRE DEPARTMENT HAS ACCESS TO THE KEY FROM THE KNOX BOX. PLEASE PROVIDE
<br />US 24 HOUR NOTICE OF MEN YOU WILL BE RE -KEYING THE PREMISES SO THAT WE CAN HAVE
<br />OUR MASTER KEY ON SITE FOR YOUR LOCKSMITH.
<br />16.THE CONTRACTOR SHALL INSPECT THE PREMISES PRIOR TO COMMENCEMENT OF CONSTRUCTION
<br />AND IMMEDIATELY REPORT IN WRITING, ANY DEFECTS THAT EXIST IN THE PREMISES
<br />INCLUDING, BUT NOT LIMITED TO:
<br />A. LEAKS IN THE ROOF.
<br />B. INADEQUATE UTILITIES.
<br />C. DAMAGE OR GRAFFITI WINDOW OR DOORS.
<br />D. ALL ITEMS TO BE PROVIDED BY OTHERS THAT ARE MISSING.
<br />E. FAILURE TO REPORT DEFECTS OR MISSING ITEMS COULD RESULT IN THE
<br />CONTRACTOR BEING RESPONSIBLE FOR REPAIRS OR REPLACEMENT OF THOSE ITEMS.
<br />F. INADEQUATE DOORS/STOREFRONT DEPTHS OR WIDTHS AS REQUIRED TO ACCOMMODATE
<br />DELIVERY AND AND INSTALLATION OF PROPOSED EQUIPMENT.
<br />17. THE OWNER RESERVES THE RIGHT TO CHECK CONSTRUCTION COMPLIANCE WITH PLANS AND
<br />SPECIFICATIONS. SHOULD THE OWNER FIND CORRECTIVE WORK NECESSARY, HE WILL NOTIFY
<br />CONTRACTOR OF SUCH WORK IN WRITING AND EXPECT COMPLIANCE PERFORMED WITH DUE
<br />DILIGENCE. IF ANY CORRECTIVE WORKS IS DEEMED TO BE NECESSARY, THE COST OF
<br />REINSPECTION WILL BE BORNE BY THE CONTRACTOR.
<br />18. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE
<br />CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE PROJECT
<br />SHALL BE PROMPTLY REPORTED TO THE ARCHITECT BEFORE CONSTRUCTION OR FABRICATION
<br />BEGINS. DO NOT SCALE DRAWINGS.
<br />19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL
<br />DIMENSION, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB SITE ALL
<br />SUCH ITEMS. THE GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE
<br />ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING OF ANY WORK.
<br />20. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF
<br />BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON CONSTRUCTION
<br />DOCUMENTS.
<br />21. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER IT IS THE
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS
<br />NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, EITHER
<br />SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES.
<br />22. ALL MATERIAL AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE
<br />CALIFORNIA BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES ALL
<br />REFERENCE TO THE CALIFORNIA BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION.
<br />23. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE
<br />DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR
<br />AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS
<br />OR LABOR SPECIFIED.
<br />24. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR THE
<br />PROPER EXECUTION OF SAME
<br />25. CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY
<br />DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.
<br />COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS,
<br />SECTIONS, DETAILS, ETC.
<br />29.FIRE,,FXTINGUISHERS WITH A MINIMUM RATING OF 2-A:1G-B:C SHALL BE PROVIDED SUCH
<br />THAT NO POINT IN THE BUILDING IS FURTHER THAN 75 -FOOT TRAVEL-'DJSTANCE TO AN
<br />EXTINGUISHER. EXTINGUISHERS SHALL BE MOUNTED ON THE WALL OR IN 1BAB.INETS, SUCH
<br />THAT THE TOP OF THE EXTINGUISHER IS NO MORE THAN FOUR (4') FEET ABOVE FLOOR
<br />LEVEL.
<br />30.ELECTRICAL DISCONNECT SHALL BE ACCESSIBLE FROM THE EXTERIOR OF THE BUILDING OR IN
<br />A SECURE ELECTRICAL ROOM THAT OPENS DIRECTLY TO THE OUTSIDE. DISCONNECT OR
<br />ELECTRICAL ROOM WILL BE IDENTIFIED WITH AN APPROVED ALL WEATHER SIGN.
<br />31.EXIT SIGNS SHALL BE INSTALLED AT ALL REQUIRED EXITS AND WHERE OTHERWISE NECESSARY
<br />IN ORDER TO INDICATE THE DIRECTION OF EGRESS. SIGNS ARE TO BE ILLUMINATED AT ANY
<br />TIME THE BUILDING IS OCCUPIED. THE EXIT SIGN SYSTEM IS TO BE INSTALLED IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF THE ELECTRICAL CODE.
<br />DRAWING ARE OWNED BY AND THE PROPERTY OF ARCHITECT AND WERE CREATED, EVOLVED
<br />AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT ONLY.
<br />NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR
<br />DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER
<br />WITHOUT THE WRITTEN PERMISSION OF ARCHITECT, FILING THESE REPRODUCTION OR
<br />PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THESE
<br />PLANS REMAINS WITH THE ARCHITECT AND VISUAL CONTACT WITH THEM CONSTITUTES
<br />PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
<br />2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR
<br />FEDERAL AGENCIES HAVING JURISDICTION. THE ARCHITECT ASSUMES NO RESPONSIBILITY
<br />FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE
<br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY OF THE
<br />CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO THESE DRAWINGS ARE NOT
<br />THE RESPONSIBILITY OF THE ARCHITECT. DEVIATIONS FROM THE ORIGINAL DRAWINGS
<br />MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S
<br />RESPONSIBILITY TO NOTIFY THE ARCHITECT OF THE PROGRESS OF THE PROJECT TO
<br />FACILITATE OUR ON-SITE VISITS TO ANSWER QUESTIONS AND VIEW THE PROGRESS AND
<br />QUALITY OF WORK IF REQUIRED.
<br />3. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL
<br />LOCATION. THE ARCHITECT HAS NOT PERFORMED CONSTRUCTION ENGINEERING (SHORING
<br />CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY STRUCTURAL MEMBERS IN
<br />THEIR FINAL LOCATION (ERECTION CALCULATION).
<br />4. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN
<br />OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE
<br />AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE.
<br />5. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAILS ARE NOT CLEAR, OR
<br />DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ARCHITECT.
<br />6. SEE MECHANI,CAL,,, kCI RICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND
<br />SIZE OF PIPES, DUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND OTHER
<br />SIMILAR OPENaI.,hOT INDICATED ON THE STRUCTURAL DRAWINGS.
<br />7• SEE MECHANICAL, EI.. FCTR'ICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF
<br />BOLTS, ANCHORS AV OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON STRUCTURAL
<br />DRAWINGS. "
<br />B. SEE PLUMBING & AiCHITFCTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS.
<br />9. THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL
<br />GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION.
<br />10.THE DUTY OF THE ARCHITECT IS TO CONDUCT CONSTRUCTION REVIEW OF THE
<br />CONTRACTOR'S PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF
<br />THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE
<br />CONSTRUCTION SITE.
<br />11.ANY SUPPORTED SERVICES PERFORMED BY THE ARCHITECT FIELD REPRESENTATIVES DURING
<br />CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION
<br />SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY
<br />THE ARCHITECT WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF
<br />CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY
<br />CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND
<br />SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL
<br />NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
<br />12.THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS
<br />NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS,
<br />EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION
<br />PRACTICES.
<br />13.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE COORDINATION
<br />OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND
<br />LABOR SHOWN OR INFERRED ON THESE PLANS.
<br />14.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND
<br />DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
<br />AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS
<br />METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO
<br />BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES
<br />OF THE ARCHITECT SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR
<br />THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT
<br />DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED
<br />INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES
<br />PERFORMED BY THE ARCHITECT WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF
<br />ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT
<br />DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE
<br />CONSTRUED AS SUPERVISION OF CONSTRUCTION.
<br />15. WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY
<br />FOR ALL LIKE OF SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
<br />16 IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY FOR THE SUPERVISION OF THE
<br />WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS
<br />17.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF
<br />THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS SHALL BE
<br />DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC. SPRINKLER
<br />PIPING SHALL BE SUPPORTED AND BRACED PER NFPA-13 SUSPENDED CEILING SYSTEMS OF
<br />ACOUSTICAL TILE OR LAY -IN PANELS SHALL BE SUPPORTED AND BRACED PER CBC
<br />STANDARD.
<br />18.THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY'. OF ANY
<br />DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS.
<br />19.CONSTRUCTION AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE
<br />WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING
<br />JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS
<br />OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA.
<br />20.CONSTRUCT THOSE FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY. SHOWN, IN A
<br />MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES.
<br />21.THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION.
<br />ANY DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH
<br />WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS,
<br />ELEVATIONS, SECTIONS, DETAILS ETC.
<br />22. STRUCTURAL SYSTEM HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS
<br />PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD ENGINEERING
<br />PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM
<br />STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF
<br />CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING,
<br />AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY OF NEW
<br />WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB
<br />SITE PERSONNEL AT ALL TIMES. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY
<br />RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS,
<br />PROPERTY AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND
<br />THE CONTRACTOR SHALL PROJECT NEW DAMAGE.
<br />23.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE
<br />STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO
<br />OTHER DETAILS. TYPICAL CONDITIONS NOT NECESSARILY NOTED AS TYPICAL SHALL BE
<br />CONSIDERED AS TYPICAL FOR OTHER CONDITIONS.
<br />SYMBOL DESCRIPTION
<br />FRAW
<br />INTERIOR WALLS: (NEW)
<br />6 X20 GA. METAL STUD FRAMING AT 16" O.C. FROM SLAB TO A POINT 12"
<br />ROOM ADDITIONS
<br />I
<br />W1TMAL
<br />ABOVE HIGHEST ADJACENT CEILING PLANE WITH 5/8" THICK GYPSUM BOARD
<br />ON EACH SIDE OF FRAMING. UNLESS OTHER WISE NOTED.
<br />REMODELS
<br />TNK. TYM
<br />INTERIOR WALLS: (NEW)
<br />PNBII
<br />3-5/8"X20 GA. METAL STUD FRAMING AT 16" O.C. FROM SLAB TO A POINT
<br />NOTEB
<br />12" ABOVE HIGHEST ADJACENT CEILING PLANE WITH 5/8" THICK GYPSUM
<br />PL
<br />BEEOOXA7RD ON EACH SIDE OF FRAMING. UNLESS OTHER WISE NOTED.
<br />7'-0"1
<br />L
<br />HM
<br />EXTLR18R SHELL WALLSSTONRiMAIN.
<br />1,4
<br />INTERIOR DEMISING WALLS: (EXISTING)
<br />B
<br />INTERIOR FULL HEIGHT DEMISING WALL. 6"X20" GA. METAL STUD FRAMING
<br />FF 3'-0"
<br />AT 16" O.C. WITH g" TYPE 'X' GYPSUM BOARD SHEATHING FROM FLOOR TO
<br />1 3/4" 1
<br />UNDERSIDE OF ROOF DECK AND R-19 BATT INSULATION.
<br />PF
<br />SNEEZE BARRIER: (NEW) "
<br />18" HIGH GLASS SNEEZE GUARD OVER COUNTER TOP. -
<br />®
<br />ERAL DOOR NOTES
<br />1. ALL DOOR HARDWARE SHALL BE ACCESSIBLE APPROVED LEVER OR PULL TYPE THROUGHOUT'.
<br />2. DOOR HARDWARE TOOR.(BE CENTERED NOT LESS THAN 34" BUT NOT MORE THAN 44" ABOVE
<br />FINISHED 11
<br />3. GENERAL CONTTRACTOR SHALL PROV2IDE)OWNER WITH SUPPLIER'S HARDWARE SCHEDULE FOR
<br />REVIEW AND APPROVAL PRIOR TO ORDERING HARDWARE. FINISH COLOR TO BE SELECTED BY
<br />OWNER.
<br />4. WHERE DOOR CLOSURES ARE USED, CLOSURES SHALL BE ADJUSTED SO THAT FROM THE OPEN
<br />POSITION OF 90 DEGHE REES, THE TIME REQUIRED
<br />(DS MIN. (TO MOVE THE DOOR R)TO POSITION OF )12
<br />DEGREES FROM CBC 118-404.2 8
<br />S. THEPROVBOTTOM OF TALLHIGH
<br />Di RSI T(OMALLOWCH IS 5 NDOORSOLID NEL TO BE OPENEDAND
<br />BYUAI WHEELCHAIR FOOTREST AT
<br />WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE
<br />USED, .THE PANEL MUST BE INSTALLED ON THE PUSH SIDE OF THE DOOR.
<br />6. ON Tj.}PUSH SIDE OF THE DOOR MAXIMUM EFFORT TO OPERATE DOORS SHALL BE AS FOLLOWS
<br />-- A. INTERIOR DOORS: 5 POUNDS MAX. PRESSURE TO OPERATE.
<br />B. EXTERIOR DOORS: 5 POUNDS MAX. PRESSURE TO OPERATE.
<br />C. FIRE DOORS: 15 POUNDS MAX. PRESSURE TO OPERATE.
<br />7. REGARDLESS OF THE OCCUPANT LOAD SERVED, EXIT DOORS SHALL BE OPENABLE FROM THE
<br />INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXCEPTION:
<br />IN GROUPS A, DIVISION 3; B; F; M AND S OCCUPANCIES AND IN ALL CHURCHES,
<br />KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN WHEN THE MAIN EXIT CONSISTS OF A
<br />SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR
<br />ADJACENT TO THE DOOR STATING"THIS DOOR TO BE REMAIN UNLOCKED DURING BUSINESS
<br />HOURS.[FOR SFMI "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS
<br />OCCUPIED."THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1 INCH HIGH ON A
<br />CONTRASTING BACKGROUND. WHEN UNLOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A THE
<br />SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST FREE TO SWING WITHOUT
<br />OPERATION OF ANY LATCHING DEVICE. THE USE OF THIS EXCEPTION MAY BE REVOKED BY
<br />B. LATCHING AND LLOCKING DOORS AREA HANDY OPERATED CAUSE.
<br />WITH A SINGLE
<br />EFFORT(EX. LEVER TYPE, PANIC BARS OR PUSH PULL TYPE.)THE UNLATHING FORCE OF
<br />PANIC HARDWARE SHALL NOT EXCEED 5 POUNDS WHEN APPLIED IN THE DIRECTION OF
<br />TRAVEL.
<br />9. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOOR UNLESS
<br />OPERATED BY A SINGLE ACTION WITH A LEVER ORANI
<br />P C HARDWARE FROM THE INSIDE 0F
<br />THE AREA SERVED. '"l'"
<br />10.EXIT D20RS USED AS PAIRS WITH APPROVED AUTOMATIC FLUSH BOLTS SHALL NOT HAVE
<br />DOOR KNOBS OR SURFACE MOUNTED HARDWARE ON THE INACTIVE LEAF.
<br />�1.►�ANUALLY-OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY
<br />'TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOOR OTHER THAN THE
<br />OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED AND ARE PROHIBITED.
<br />13.EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
<br />SPECIAL KNOWLEDGE OR EFFORT - LOCKS OR LATCHES ARE PERMITTED AT THE MAIN ENTRANCE
<br />DOOR. EXCEPTION: WHERE EGRESS DOORS ARE USED, PROVIDE THAT THE DOOR LEAF HAVING
<br />THE AUTOMATIC FLUSH BOLTS HAS NO DOOR KNOB OR SURFACE MOUNTED HARDWARE.
<br />21.CONTRACTOR SHALL CONFIRM ALL KEYING REQUIREMENTS OF TENANT PRIOR TO CONSTRUCTION
<br />24.11AND OPERATED DOOR OPENING HARDWARE ON ACCESSIBLE DOORS IN THE PATH OF TRAVEL
<br />SHALL BE OPERABLE WITH A SINGLE EFFORT. (EX: LEVER TYPE, PANIC BARS, OR
<br />PUSH-PULL TYPE). -
<br />25.NO THRESHOLDS OR CHANGE IN FLOORING MATERIAL SHALL EXCEED 1/2" OFFSET. OFFSETS
<br />GREATER THAN 1/4" REQUIRE A BEVELED SLOPE NOT GREATER THAN 1 UNIT VERTICAL TO 2
<br />UNITS HORIZONTAL.
<br />26.PROVIDE DOOR SILENCERS AT ALL DOORS WITHOUT SMOKE GASKETS. LEXCODING STORE FROM
<br />DOORS).
<br />STOPS WHERE SCHEDULED MAY BE CHANGED TO FLOOR STOP AS NECESSARY.
<br />28.PROVIDE A NON -REMOVABLE HINGE PINS AT ALL EXTERIOR DOORS.
<br />29.SUBMIT MANUFACTURERS INSTALLATION INSTRUCTIONS FOR FIRE DOORS TO THE BUILDING
<br />INSPECTOR.
<br />33.CONTRACTOR SHALL CONFIRM THAT THE HARDWARE PROVIDED WITH ANY EXISTING DOORS
<br />SHOWN ON THESE DRAWINGS WILL MEET ALL REQUIREMENTS FOR ACCESSIBILITY AND
<br />EXISTING PER C.B.C. AND A.D.A CODES -ALL DOOR AND HARDWARE FINISHED SHALL MATCH
<br />THE "BUILDING STANDARDS" REQUIREMENTS, AS PROVIDED BY BUILDING OWNER.
<br />34.CONTRACTOR SHALL PROVIDE HOLLOW METAL DOOR FRAMES AND GLAZING FRAMES FOR ALL
<br />CONDITIONS UNLESS NOTES OTHERWISE.
<br />35.CONTRACTOR SHALL PROVIDE ARCHITECT WITH SUPPLIER'S HARDWARE SCHEDULE TO REVIEW
<br />AND APPROVE PRIOR TO ORDERING.
<br />DOOR
<br />FRAW
<br />TENANT IMPROVEMENTS
<br />ROOM ADDITIONS
<br />I
<br />W1TMAL
<br />CAD DRAFTING
<br />REMODELS
<br />TNK. TYM
<br />MATERIAL
<br />PNBII
<br />NAIDWAM
<br />NOTEB
<br />A
<br />PL
<br />PF 3'-0"
<br />7'-0"1
<br />3/4" 1
<br />HM
<br />PF
<br />1,4
<br />C, H.
<br />B
<br />A
<br />FF 3'-0"
<br />3'-0"
<br />1 3/4" 1
<br />HM
<br />PF
<br />6
<br />F
<br />C
<br />A
<br />FF 3'-0"
<br />7'-0"
<br />1 3/4" 1
<br />HM
<br />PF
<br />1,4
<br />B
<br />loTa
<br />a
<br />B. DOUBLE SWING DOOR (MODEL LWP-3 ALUMINUM TRAFFIC DOOR BY ELIASON).
<br />C.PROVIDE ACCESSIBILITY SIGNAGE AT RESTROOM DOORS, INTERIOR.
<br />F. DOUBLE SWING DOOR (MODEL P-11 PLUS GATE BY ELIASON).
<br />H. UNDERCUT DOOR 1".
<br />J. PROVIDE JAMB WEATHER STRIP.
<br />• Q�I��LS V Q(nl��®IIVtI�
<br />HM HOL•OW METAL
<br />PL PLASTIC LAMINATE
<br />FF FACTORY FINISH
<br />PF PAINT MATCH ADJACEN%,WALL COLOR
<br />A ALUMINUM
<br />DOOR
<br />TYPO
<br />TYPE: PLASTIC LAMINATE
<br />INTERIOR
<br />tO DOOR INSULATED TO R-11 VALUE.
<br />O DOOR TO BE TIGHTLY SEALED WITH A HIGH QUALITY WEATHER
<br />STRIPPING. BOTTOM OF DOOR TO BE SEALED, AND GAP BETWEEN
<br />N0.
<br />y WIDTH
<br />DOOR'S FRAME AND WALL TO BE FILLED BEFORE INSTALLING THE
<br />CAP MOLDING DOOR TO INSULATED TO AN R-11 VALUE.
<br />10 KICK PLATE WHERE NOTED
<br />1/4" TEMPERED GLASS.
<br />ca
<br />1
<br />W
<br />0-
<br />Q TOILET ROOM DOOR ADJACENT TO FOOD PREPARATION AND
<br />SERVING AREAS SHALL BE SELF CLOSING AND TIGHT FITTING.
<br />10
<br />2
<br />MIKE DE ALBAI
<br />ASSOCIATES
<br />5129 N. FIRST STREET TEL: 559-225-2800
<br />FRESNO, CA. 93710 FAX: 559-225-1122
<br />E-MAIL:INFO •MI KED E AL BA.0 OM
<br />CONSTRUCTION ADMINISTRATION
<br />NEW CONSTRUCTION
<br />TENANT IMPROVEMENTS
<br />ROOM ADDITIONS
<br />I
<br />ENERGY DOCUMENTATION
<br />CAD DRAFTING
<br />REMODELS
<br />CONSULTING
<br />2017 MIKE DE ALBA & ASSOCIATES
<br />I NGS,,DES I GNS,SKETCHES,.IDEAS,.-_
<br />OWNER:
<br />OR
<br />IES
<br />THE
<br />HALLAIAN HOMES
<br />AND PROPERTIES
<br />17589 N. NILSON AVENUE, SUITE 104
<br />FRESNO, CA. 93711
<br />559-439-5339
<br />I DRAWINGS PREPARED FOR:
<br />CENTRAL VALLEY
<br />Q RESTROOM LOCKSET:
<br />1-1/2 PAIR BUTTS, HAGER, BB -1279 26D
<br />1 LOCKSET, HAGER 3440WTN US26D
<br />1 FLOOR STOP, HAGER 241 F US26D
<br />1 KICK PLATE, HAGER 2145 10"X2" L.W.O.D LOCAL BARRIER FREE CODE MAY REQUIRE
<br />LARGER KICK PLATES VERIFY BEFORE ORDERING.
<br />1 CLOSER, HAGER 5200 MLT 1-4 ALM.
<br />© EXTERIOR LOCKSET:
<br />3 EA HINGES, HAGER BB1191 32D.
<br />1 LOCKSET, HAGER 3495 WTN US26D.
<br />1 CLOSER, HAGER 5400 PA 2-5 HDHOS ALM.
<br />1 THRESHOLD, HAGER 4135 MIL. NO.
<br />1 SWEEP, HAGER 8025 B MIL.
<br />1 HOLDER/STOP, HAGER 2685 US26D.
<br />1 SET W STRIPPING, HAGER 800S B MIL.
<br />1 LOCK GUARD, HAGER 341 D 32D.
<br />1 DOOR VIEWER HAGER 1756 US26D.
<br />ALTERNATE DOOR V EW&.R: MODEL
<br />L-VGLF-WD;.9.X5',NU4ATFONAL GUARD
<br />RODUCTS. ,"
<br />STORAGE LOCKSfT:_ -1
<br />AL80PD-NEPTUNE "SCHLSMGE"
<br />BUTTS BB 1279 - 4'1,'21M4 1/2" "HAGER"
<br />FLOOR STOP - 252F "HAGER"
<br />CLOSURE - 8301 MA "NORTON"
<br />® DOUBLE ACTING LOCKSET: FLOOR STOP -25F US26D "HAGER"
<br />Nn SMCi�KIN(c.
<br />I PLEASE
<br />THE SIGN SHALL BE A MINIMUM OF
<br />40 SQ. INCHES IN SIZE AND BE
<br />LOCATED 60" FROM FINISHED FLOOR
<br />LETTERS SHALL BE A MINIMUM
<br />OF 1" HIGH.
<br />INTERNATIONAL SYMBOL TO BE
<br />RED IN COLOR
<br />NOTE:
<br />THIS SIGN TO BE AN ADHESIVE
<br />FACE STICKER AFFIXED TO INSIDE
<br />GLASS SURFACE AT FRONT DOOR
<br />WALL FRAMING. SEE WALL
<br />LEGEND FOR ADDITIONAL
<br />INFORMATION,
<br />GYPSUM BOARD EACH SIDE OF
<br />FRAMING. SEE WALL LEGEND.
<br />HEADER.
<br />SHIM AS REQUIRED.
<br />DOOR TRIM AND FRAME. SEE
<br />DOOR SCHEDULE FOR ADDITIONAL
<br />INFORMATION.
<br />DOOR - SEE DOOR SCHEDULE
<br />FOR ADDITIONAL INFORMATION.
<br />WALL FRAMING. SEE WALL
<br />LEGEND FOR ADDITIONAL
<br />INFORMATION,
<br />GYPSUM BOARD EACH SIDE OF
<br />FRAMING. SEE WALL LEGEND.
<br />BOX HEADER.
<br />DOOR TRIM AND FRAME. SEE
<br />DOOR SCHEDULE FOR ADDITIONAL
<br />INFORMATION.
<br />DOOR - SEE DOOR SCHEDULE
<br />FOR ADDITIONAL INFORMATION.
<br />ICE, INC.
<br />REVISIONS
<br />DESCRIPTION
<br />DATE
<br />1 ARCHITECT'S SEAL 1
<br />JOB# :
<br />170401
<br />DATE:
<br />13 -Oct -17
<br />SCALE
<br />AS NOTED
<br />DRAWN
<br />BY: IRG
<br />APPROVED BY: MIKE DE ALBA
<br />OR
<br />
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