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HomeMy WebLinkAboutRIVERSIDE DR 31735_BLDG2019-00032 A B C D E F G H J K M N P R S T X Z yam = o H<; alU� 1 No aO< OU Z • � a� mzo of az 0 ® mW ^� rW mo z WOZ o. 21z �z TACOS NAYAR Ti �d _ Z. z OUW 3 3 go10 000 0. m ' TENANT MPROVEMENT 4 402. WZN— ' o � W9 z 5m CLIENT.• 5 0 a TACOS NAYARIT RESTAURANT 6 6 0 RIVERSIDE COUNTY PROJECT.• aPPROV D 3 TACOS NAYARIT SUBJECT TO COMPLIANCE WITH w of 7 APPLICABLE CODES m BYd V TITLEM_ of DATE 1.•i.iY CASE#'�g z 7 o RESTAURANT s BUILDING CODE NOTES PROPERTY INFORMATION BUILDING CODE TENANT IMPROVEMENT o 8 81 DESCRIPTION �f PLANS FOR MODIFICATIONS TO EXISTING FIRE PROTECTION EQUIPMENT SUCH WALL,FLOOR&CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFl- THE PLANS FOR THIS PROJECT ARE TO COMPLY WITH THE FOLLOWING CODES: STANDPIPES,SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS,SHALL BE SUB-- - CATION IN CDC TABLE 803.11 0 MITTED TO THE BUILDING DIVISION AND APPROVED BY THE FIRE DEPARTMENT PROJECT ADDRESS: ZONING: z BEFORE THIS EQUIPMENT IS ALTERED OR MODIFIED. EVERY ASSEMBLY AREA SHALL HAVE THE OCCUPANT LOAD POSTED IN A TACOS NAYARIT CZ • 2018 Cc lifomia Building Code ¢ CONSPICUOUS PLACE NEAR THE MAIN EXIT OF THE ROOM. • 2016 Califomia Electrical Code U COVER SHEET EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED 31735 RIVERSIDE DR./C LOT SIZE: • 2016 Califomia Fire Code w MEANS OF EGRESS,INCLUDING EXIT DISCHARGE,Stall BE ILLUMINATED AT ALL LAKE ELSINORE,CA 92530 • 2016 Califomia Mechanical Code 0 DOT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY TIMES THE BUILDING IS OCCUPIED.AN EMERGENCY ELECTRICAL SYSTEM, 1.54 ACRES 9 OF NOT LESS THAN 5 FOOT CANDLES(54 LUX) CONSISTING OF STORAGE BATTERIES OR.AN ON-SITE GENERATOR,SHALL • 2016 Cc idomI Plumbing Code ('� PROVIDE POWER TO THE MEANS OF EGRESS ILLUMINATION FOR A DURATION OF Occupancy: YEAR BUILT: • 2016 Calidomia Energy Code c7 INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE NOT LESS THAN 90 MINUTES.THE INSTALLATION OF THE EMERGENCY POWER cYA-2 1965 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. SECTION 2702 Construction Type APN.: NOTES: m PATH OF EGRESS TRAVEL AND IXR CATS SHALL BE MARKED WITH READILY 379-171-084 0 EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES VISIBLE EXIT SIGNS TO CLARIFY, INDICATE THE DIRECTION OF EGRESS TRAVEL. V-B ALL RIGHTS RESERVED.THE DRAWINGS, INFORMATION,CONTENT AND INTERVENING DOORS BEWITHIN THE SPACE SHALL ALSO XI MARKED WITHSHALL EXIT RESTAURANT PROCEDURES DESCRIBED A HEREN RE FOR THE EXCLUSIVE USE IN MARUY W 1735 RIVERSIDE DR. C EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT SIGNS.SIGNS SHALL BE ILLUMINATED AT ALL TIMES.EXIT SIGNS SHALL BE Tenant Area: LEGAL DESCRIPTION: AND ASSOCIATES AND AS SUCH,ARE NOT TO BE REPRODUCED IN ANY FORM i WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MINUTES IN CASE OF PROVIDED WITH EMERGENCY POWER FOR DURATION OF NOT LESS THAN 90 RDORDD BOOK/PAGE:PM 163/38, OF MEDIA,CURRENT OR FUTURE OR DISCLOSED TO OTHERS WITHOUT THE PRIMARY POWER LOSS.THE EMERGENCY POWER SYSTEM SHALL PROVIDE MINUTES BY STORAGE BATTERIES OR ON-SITE GENERATOR. SUBDMSION NAME:PM 24401,LOT EXPRESSED WRITTEN CONSENT OF MATZUY AND ASSOCIATES. DISTRIBUTION OR O POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST Sprinklers: LOT/PARCEL-3 DUPLICATION OF THE DOCUMENTS IS TO BE CONSTRUED AS PUBLICATION IN ' OF STORAGE BATTERIES,UNIT EQUIPMENT OR AN ON-SITE GENERATOR.THE EXCEPTIONS: DEROGATION OF THESE RIGHTS VISUAL CONTACT WITH THEE DOCUMENTS N INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE EXIT SIGNS ARE NOT REQUIREDIN ROOMS OR AREAS THAT REQUIRE NO PROJECT VALUATION: SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LAKE ELSINORE CA, WITH SECTION 2702. ONLY ONE EXIT. a. Tenant Area: =25,00000 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITH MAIN EXTERIOR EXIST DOORS OR GATES THAT ARE OBVIOUSLY AND 1,004 q.ft.(EXPANSION) w I OUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.SEE SECTION CLEARLY IDENTIFIED AS EXITS NEED NOT HAVE EXIT SIGNS. 1,000 eq.ft.(EXISTING) F 1010.1.9 FOR EXCEPTIONS. ALL EXIT DOORS AND GATES FROM A GROUP A-2 OCCUPANCY USE SHALL NOT vi DOOR HANDLE,LOCK-&OTHER OPERATING DEVICES SHALL BE INSTALLED AT A BE PROVIDEDWITH A LATCH OR LOCK, UNLESS IT IS PANIC HARDWARE. SCOPE 0 F WORK MINIMUM 34°AND A MAXIMUM 48"ABOVE THE FINISHED FLOOR. LABEL PLACED DIRECTLY ABOVE EGRESS DOORS:-THIS DOOR TO REMAIN UN- EXIT SINS ARE REQUIRED WHEN 2 OR MORE EXITS ARE REQUIRED. J 'w JOB NUMBER: LOCKED WHEN BUILDING IS OCCUPIED.' WHERE FIXED OR BUILT-IN SEATING,TABLES OR COUNTERS ARE PROVIDED IN DNING AREA,5%BUT NOT LESS THAN ONE,MUST BE ACCESSIBLE IN EACH 1>9-298 ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.1.9 DINING AREA AND COMPLY WITH THE REQUIREMENTS OF SECTION 11B-902 PROJECT TO CONSIST AS FOLLOWS: z PLOT DATE: STRUCTURAL: PROJECT CONSIST OF ADDING(4) 5'-0°WIDE OPENINGS 02104119 1. AN EGRESS DOOR SHALL BE SET S MOTION WHEN SUBJECT TO A 30 IN THE INTERIOR NON-BEARING WALL OF AN EXISTING W POUND FORCE.THE DOOR SHALL SWING TO THE FULLY OPEN PIED TO VICINITY MAP COMMERCIAL BUILDING TO HAVE ACCESS FROM THE o WHEN AN OPENING FORCE NOT TO EXCEED 15 POUNDS IS APPLIED TO a EXISTING RESTAURANT UNIT°D°TO THE NEW AREA OF THE a THE LATCH SIDE. 1 ADJACENT SHOP°C°.ALSO THERE WILL BE A NEW 2X4 2. THE OPENING FORCE FOR INTERIOR SIDE SWING DOORS WITHOUT METAL STUD WALL AT 16°o.a. TO ACCOMMODATE A NEW CLOSERS SHALL NOT EXCEED 5 POUNDS. DRY STORAGE. 0 DATE REVISION TYPE EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL L, n"�'' f' £ Tr7Cj' MECHANICAL: NONE ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE(11 LUX1& 'T A MINIMUM AT ANY POINT OF%1 F00T-CANDt.E(1 LUX)MEASURED ALONG - r' �XfrYFf i Q .. p ELECTRICAL: NONE 5 THE PATH OF EGRESS AT FLOOR LEVEL ILLUMINATION LEVELS SHALL BE }y PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE(6 LUX)AVERAGE AND A MIN. G ' AT ANY POINT OF 0.06 FOOT-CANDLE(0.6 LUX)AT THE END OF THE �y� �Q e '" q W" 4 PLUMBING: NONE EMERGENCY LIGHTING TIME DURATION.A MAXIMUM TO MINIMUM ILLUMINATION " .. �.. Q- N u Q 3 UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. tl ADDITIONAL DIRECTIONAL EXIT SIGNAGE MAY BE REQUIRED BY THE CITY AT THE .:q t S7• a 5 ,� W'•� S TIME OF FINANCIAL INSPECTION. „ ALYARADO"ST.KING MUST BEJJQQgg7Sp T g'MR.R u zo �p0.0fEW1 Nq PRROVID DOIN ACCORDANCE USTIBLE WIWITH ECTON 71UCTION 8.2 AT'M FIRE ECFOLLOWING LOCATIONS: •' Isq, ST W.,...T.4 • S I 1 E ET INDEX oWHERE 1. IN CONCEALED SPACES OF SPUD WALLS AND PARTITIONS, INCLUDING .��, I `LOCATION Q_ �.._">• FURRED SPACES,AT THE STUD AND FLOOR LEVELS. O .q c� p� - LAKE y 5 4PARTITIONS. CS COVER SHEET AND GENERAL NOTES ./-+ W DING DI 11 P 2. IN FURRED SPACES, 10-FOOT INTERVALS ALONG THE LEN IGTHL OF THE „9q .;�. CS-1 SITE PLAN WALL •� Al EXISTING FLOOR PLAN _ t. ., A.2 PROPOSED FLOOR PLAN PER IT# DG 3. ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL&HORIZONTAL ,., N �. 9 ;�.. A.3 REFLECTIVE CEILING AND UTILTTY PLAN wa Y9 SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS&COVE CEILING ,+ k r+ A.4 EQUIPMENT LAYOUT AS.• ,� �, � A DATE. dS INTERIOR ELEVATION � 4. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP&BOT. S.1 STRUCTURAL FRAMING PUN o OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. To Sw 5. IN OPENINGS AROUND VENTS,PIPES, DUCTS,CHIMNEYS,FIREPLACES PROVE[ &SIMILAR OPENINGS WHICH AFFORDS PASSAGE FOR FIRE AT CEILING 15 AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. ¢ C s A B C D E F G H J K M N P R S T X Z SCALE: 4" = f'-O" A B C D E F G H J K M N P R S T X Z W J E 0 D CP61R9KE JA N P P./ HE •X G •• •••• •• ... •. •. •,.. •EXI6iIN0 PROPERF!•LANE•• 'eXiSTINO........................ .,,,........EXFSiINO � mu / :::::::::::::::::::::LANDSCAPE::::::::::::::..... :::: ::::::::::::....... LANDSCAPE::.:::::::::::: ......:::::::LWDSCA��::::::::::.''.::::::: ..... .....LANDSCAPE::::::..... ::::::: °d ion : : : R Nu �o EXISTING EXISTING EXISTING EXISTING EXISTING o0 o E zz 9 LOCATION LOCATION LOCATION LOCATION LOCATION 0 � amw OF TRASH OF 3'-0" OF TRASH OF 3'-0" -OF TRASH �¢�v o ENCLOSURE RETAING WALL ENCLOSURE RETAING WALL ENCLOSURE •a�'a � a o €3d �0N zo SE Wok 21 1 ma `Z �' �; w TI I a rcZO 3 LL10z J 131735 RIVERSIDE DR. _ za. v7 v7 a zs'-o' a 00 w 3 C7 C9 RIGHT SIDE 3 �.X Z Z PROPERTY SETBACK o a 3 Q ® 0_ 0- ly EMPTY EMPTY TACOS TACOS CARNICERIA LYLA'S THE HOUSE FARMERS JUST EMPTY ULTIMATE 3 w OL NAYARIT NAYARIT LA ORIGINAL PANADERIA OF EGGS INSURANCE CHIROPRACTORS SIGN AND GRAPHICS �u�w (EXPANSION) arco 4 N FAi-m Z 3 o z gL �Zwo z N N Z m 7 a o XEa DENOTES PATH L�NOTES PATH o a EXISTING v OF TRAVEL OF TRAVEL Z a 10 EXISTING 5 SECURITY ® WROUGHT IRON w CLIENT.• LIGHT GATE 5 0 EXISTING TACOS NAYARIT LANDSCAPE ISTIN PA KING STAL ISTIN PA KING STAL AREAEXISTING o RESTAURANT 6 EXISTING EXISTING EXISTING ACCESSIBLE EXISTING EXISTING SPEED SPEED ACCESSIBLE 0 6 a LOCATION LANDSCAPE BUMP BUMP PARKING PARKING 0� OF FIRE AREA STALLS STALLS �< ti 200'-0" 3 PROJECT: HYDRANT SPEED EXISTING G o TACOS NAYARIT w LEFT SETBACK BUMP z N 36' 56' 53" E ,:_�;:1;, N 36' 56' 53" E 7 ® PROPE TY LIN PROPERTY LINE ISTIN PAF KING STALL LEXISTING ANDSCAPE ISTIN PA K RESTAURANT ING STAL o AREA EXISTI G r LOCATI N Fl LOCATION E IS-TIl PAWING TALL OHYDRA T EXISTING OF EXISTIN LOCATION = TENANT IMPROVEMENT , w MAILBOX OF TRASH a EXISTING ENCLOSUREo 8 3 w EXISTING PARKING EXISTI G ARNFADSCAPE '''•; 8 0 SECURITY EX STINGPAR ING TALLS—� PARKI G o LIGHT DESCRIPTION LIGHT . o d LIGHT � 0 SITE PLAN zo. 3z o Af. m a o w w a m 317,37. RIVERSIDE DR" =m 1j ,q is •EXISTING o ROUGHT IRO FENCE 1735 RIVERSIDE DR. #C o : ISTIN PAF KING STAL LAKE ELSINORE, CA. w • •, fXIST{NG• fX15T{NG••' •EXISiINO • • •EX{STINO• . ••'•''•'' ''LANDSCAPE'' •' ''''•' ''LANDSCAPE•• •'•LANDSCAPE••'• •''''LANDSCAPE " :I:,...•..... R .. ... ..... R : w JOB NUMBER: EXISTING SIDEWALK I EXISTING SIDEWALK x 1 1 9—.2a98 z 127' 1" PLOT DATE: 02104119 '` RIVERSIDE DR. RIVERSIDE DR. 10 z > w DATE REVISION TYPE � Q a 0 3 � 5 CI'per/O 11 F 0 E ELSIN f QUONg7f DIVISION pp 44 Z BUI D! DIVISION y w�N0.004457 oA m 4 PERMIT# IUD Db w T. l Y — zv DATE: S-l� AV- 5 P ` VhQ� UMBER 5 c s I A B C D E F G H J K M N P R S T X Z SCALE: 16" = 1'—0" A B C D E F G H K M N P R S T X Z y6) V MOO PLAN LEGEND RAC �O4d 0, moo 0 WEE _5. XX DENOTES ROOM NAME 0 mp �r g-�' 4-10• 7 0• T-0• 13'-5• XX DENOTES CEIUNG HEIGHT z ?;E XX DENOTES FINISHED FLOOR II% wOz 2 ` 1'-4• 3-0• 3'-0• - 1'-4 S-0• 7'-0• S-6 9'-7, CA CARPET 2 �~; TL 4—TILE CC�CONCRETE m UD�WOOD 3 a o z DENOTES EXISTING 2X4 STUD WALL AT 16•o.c.WITH GYPSUM toI z m o z m z O WALL BOARD AND CEILING BOARD 5/8•THICK THROUGHOUT, z zz c ro o fn N N 811 UNLESS NOTED OTHER WISE. USE MOISTURE RESISTANT WALL F w 3 n w x x BOARD AND CEILING BOARD IN WET AREAS RECOMMENDED BY 3 m w w w i,, THE MANUFACTURER. O y F a, r .,'. g w6z o mm. q o EXTERIOR ��Yf' REST 3 �" V ELECTRICAL g_0• z ROOM w z 3 r NET 6_B• 13,-1• 4'-10 1'-10 GENERAL NOTES 3'zwa 4 STOR CONTRACTOR SHALL VL.rY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS � a �w�z g•_0^ w z vi S BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY DISCREPANCIES. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE b WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE 8'-3• 4'-6• 7-0• ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. COMPLY WITH ALL b REQUIREMENTS OF AAUTHAPPLIORIITIESBLE CHA HAVING JURISDICTION ION OF THE Pf PROJECT. OTHER 5 m CLIENT: m 5 N DO NOT IMPACT A DECREASE ANY OF THE FOLLOWING:FIRE PERFORMANCE, o TACOS NAYARIT STOR ENERGY PERFORMANCE,ACOUSTICAL PERFORMANCE,OPERATIONAL LIFE,SAFETY g•_0" - FACTORS OR ANY ASPECT OF THE BUILDING DESIGN,ESTHETICS OR DO NOT DISTURB THE WORK OF OTHERS WITHOUT PRIOR APPROVAL. w SUBMIT COPIES OF INSPECTION REPORTS,NOTICES AND SIMILAR DOCUMENTS % PREP TO THE BUILDER/OWNER WHEN NECESSARY FOR REVIEW. O RESTAURANT CONTRACTOR SHALL PROVIDE ADEQUATE AND SAFE TEMPORARY ERECTION z BRACING OF ALL BEAMS,WALLS,(ETC.)THAT PROVIDE STRUCTURAL STABILITY, 6 6 BRACING SHALL NOT BE REMOVED UNTIL THE COMPLETED STRUCTURE IS 5'-5• 14'-4• 4'-4' 2'-8• 8°-1' 5'0• CAPABLE OF SUPPORTING EACH TEMPORALLY BRACE ELEMENTS FOR ITS FULL o LOAD• PROJECT: IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR DURING THE 3 COURSES CONSTRUCTION TO VERIFY UNIFORM ROOFS P OF BUILDING TACOS NAYARIT MATERIALS ABOVE FRAMED FLOORS, BEAMS AND ROOFS TO PREVENT ANY w DEFLECTION OF FRAMING MEMBERS. z DELIVER, HANDLE AND STORE MATERIALS IN STRICT ACCORDANCE WITH THE < MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS TO PROTECT FROM zo "4 DAMAGE AND COORDINATE STORAGE WITH THE OWNER.REMOVE AND RESTAURANT gd fro ' ..P�iN w •I AND APPROVEDESET OFPLACE WPLANS.ORK WHICH DOES NOT CONFORM TO THE REVIEWED o i r1 z y' 0 w TENANT IMPROVEMENT a Z a 8 � SERV O U o o DESCRIPTION w c� z PROPOSED 3'-0 TACOS " EXISTING FLOOR PLAN IMPROVEMENT 9 1SERV MCLEAR AYA R IT 9 � w B•-D" m s'-o• s 1735 RIVERSIDE DR. #C 0 SUITE #C EXISTING COUNTER ' s SAKE ELSINORE, CA. SUITE w JOB NUMBER: 119-298 z PLOT DATE: / � E 2 'T) AKE BUILDINGREVISIQI�L�Y� 4'-6• 4'-0• - 2'4• 2'-8' 3'-0' 1 2'-5• Y-9• 3'-0' 2'-B• 2'-6• 1'- 4'-O• 4'-8' FR. ' a _ - Q ATT 20'_1• L 20'-5• 3 g zo QR0 ESSION � Q4p��p F.QOI,�yYFy A Z W N0.co rn * W.DATE: / 4 EXISTING SHOPS ' " SCALE 1/4"= 1'-0" `n 5 SHEET NUMBER 5 A . I A B C D E F G H J -K--T M I N P R S T X Z SCALE: 1 4" = 1'-0' A B C D E F G H 7­7 K M N P R S T X Z n 8 yak i z U m�f0 PLAN LEGEND ' �Ns P o y?yg`" m 20'-5• off 1 20'-1" ` tl m a 1 L r XX DENOTES ROOM NAME 0 wades L 8'-3" L 4'-10" )� 7'-0- L 7-0" 13'-5" vc j XX DENOTES CEILING HEIGHT z E 1 7 r t� twi wp�,j 1'-4" 3'-0" I 3'-0" �1'-4" 3'-0" 101, 7'-0" 1o" 3'-0" L 9'-7" /.. � "+r-; awes - DENOTES EXISTING 2X4 STUD WALL AT 1 o.c.WITH GYPSUM a m WALL BOARD AND CEILING BOARD 5/8"THICK CK THROUGHOUT, a UNLESS NOTED OTHER WISE.USE MOISTURE RESISTANT WALL w w qy BOARD AND CEILING BOARD IN WET AREAS RECOMMENDED BY a o:LL THE MANUFACTURER. Z-- C' z_m z .� 3 ��3 n N w ��- D WALL WITH AT N76 O.C.WITH ES NEW SGYPSUM WALL "BOARD AND METAL CEILING BOARD z p p m zyo 3 w g 5/8"THICK THROUGHOUT, UNLESS NOTED OTHER WISE. pZS TERIOR REST O m w CTRICAL -'� ' ' "OOM REST PLAN NOTES 4 e-3 4- 1\ a-0• STOR M. r INDICATES FLOOR PLAN NOTE SEE NUMBERS BELOW '"f,. p •I HALL -Iq 99 1. ALL EQUIPMENT, INCLUDING SHELVING,MUST BE SUPPORTED Bl'SIX(6� � - awdHIGH EASILY CLEANABLE LEGS, COMMERCIAL CASTERS, OR COMPLETELY I SEALED IN POSITION ON A FOUR(4)INCH HIGH CONTINUOUSLY COVED w BASE OR CONCRETE CURB. SHELVING UNITS SHALL BE A MINIMUM 18" u NEW IN DEPTH AND THREE TIERS HIGH.ALL STORAGE SHELVING MUST BE N �j 4'-1 9'-0" 6'-8" 3068 ACCESSIBLE WITH 30 INCH AISLE CLEARANCE `-' 7� COREOL DO i:> •7 —R2. PROVIDE A FAUCET WITH BUILT-IN VACUUM BREAKER. MINIMUM ONE G m CLIENT: iCHEMICAL SHELF.ALL FLOORS,WALLS AND CEILING OF THE JANITORIAL cJ p •� AREA MUST HAVE A SURFACE THAT ARE SMITH,NON-ABSORVENT AND TACOS NAYARIT EASILY CLEANABLE.FOUR FOOT HIGH WAINSCOT OF DURABLE IMPERVIOUS MATERIAL SHALL BE INSTALLED ABOVE THE 4"COVING ON ALL WALLS SURROUNDING THE SINKS... w w 3. PROVIDE 32"HIGH X 36"WIDE COUNTER DOOR WITH SELF-CLOSING • NEW PREP RESTAURANT LATCH. rc 8'-0" o 6 N OUNTE N N 4. PLACE A SIGN AT EVERY PUBLIC ENTRANCE AND AT EVERY MAJOR z JUNCTION ALONG OR LEADING TO AN ACCESSIBLE PATH OF TRAVEL G m DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY.SIGNS SHALL V ,'�, INDICATE THE DIRECTION TO ACCESSIBLE FACILITY ENTRANCES AND SHALL p 77 \ •p I I COMPLY WITH SECTION 11B.216.6 p q PROJECT: # & I 6050 0 5. ELEVATED FRE-STANDING EQUIPMENT 15 FEET OF ANY CONDENSATE 3 I WALL PRODUCING EQUIPMENT. -EQUIPMENT WHICH GENERATES CONDENSATE TACOS NAYARIT COUNTER ® I m OR SIMILAR LIQUID WASTE)SHALL BE DRAINED BY MEANS OF INDIRECT z NEWI OPENING WASTE PIPES INTO A FLOOR SINK.FLOOR DRAINS ARE NOT TO BE •I USED IN LIEU OF FLOOR SINKS. m 7 I 7m •I F •I O RESTAURANT s SQUARE FOOTAGE CALCS o TENANT IMPROVEMENT 6050 1 F AREA REQ'D OCCUPANTW EMENT 8 LOCATION WALL X SERV SQ. FT. SQ. FT. LOAD NOTES p $ OPENINGI w 8'-0" RESTROOM 52 100 1 U I I HALLWAY 98 100 , o DESCRIPTION STORAGE AREA 144 200 1 1. •I "7 PREP.AREA 122 200 1 i SUITE #C SUITE #D SITTING AREA 552 15 37 PROPOSED FLOOR PLAN 1 EXTERIOR ELECT. 36 0 0 9 ROOM � SR "i 6050 I TOTAL 1.004 41 1 MAX. FLOOR AREA PER CBC TABLE 1004.1.2 a WALL I m OPENINGI ffT1N m 31735 RIVERSIDE DR. #D O EXISTING COUNTER / a I I TAcos w LAKE ELS NORE, CA. 6080 I ; w H BHT I I NAYARIT vi OPENINGII II 5 1 1 w JOB NUMBER: 0 119-298 PLOT DATE: z�pvl z mil 01128119 o 2 w 1 � B VISION 4'-6" 4'-0" 1'- r-6" r-8" 3'-0" r-5' r-9' s-o• z'-6" 2'-6• 4'-D" 4'-6• ❑REVISION TYPE L 20'-1• IL z — I 3 p1ypF ESSION,7 o eh9��0 F.QU�jgyYP2 w W N0.C 049577 F^' 4 PROPOSED FLOOR PLAN > � FNP DATE. f N U O �2 SHEET h4lUINFER 5 15 A . 2 A B C D E F G H J K M N P R S T X Z SCALE. 1 4" = 1'—0" M w�,W E F G H J K M IV R S T X Z � ��m ENVIRONMENTAL HEALTH DEPT. NOTES PLAN NOTES W�a fllUp QOa K S Q(L WNU p ALL PAINT FINISHES ARE REQUIRED TO BE A MINIMUM SEMI-GLOSS PAINT.THE � INDICATES FLOOR PLAN NOTE- SEE NUMBERS BELOW o CEILING, FLOOR& BASE COVE OVER TILE SURFACE IN ALL EMPLOYEES AREAS, E Sp INCLUDING RESTROOMS ARE REQUIRED TO BE SMOOTH, DURABLE, EASILY 1. LIGHT SWITCHES,THERMOSTATS AND TIMER SWITCHES SHALL BE MOUNTED o �y w1O4` amw CLEANABLE AND NON-ABSORBENT. ``�,' a AT 36"- 48"MEASURED FROM THE BOTTOM AND TOP OF BOXES m o SNEEZE GUARD PROTECTION MUST BE PROVIDED WHERE FOOD IS DISPLAYED RESPECTIVELY TO THE FINISHED FLOOR. _ OR CUSTOMER SELF-SERVICE FOOD IS PROPOSED. DISPLAYS OF UNPACKAGED 2. THE TOPS OF TABLES AND COUNTERS SHALL BE 26 INCHES MINIMUM g L J w o Z FOOD SHALL BE SHIELD SO AS TO INTERCEPT A DIRECT LINE BETWEEN THE AND 30 INCHES MAXIMUM ABOVE THE FINISHED FLOOR OR GROUND AT 2 CUSTOMER'S MOUTH,ASSUMED TO BE BETWEEN 54 AND 60 INCHES ABOVE ACCESSIBLE COUNTERS m THE FLOOR,AND THE FOOD BEING DISPLAYED. n 3. LIGHT S:'!TCHES,THERMOSTATS AND TIMER SWITCHES SHALL BE MOUNTED WITHIN FOOD ESTABLISHMENTS THAT HAVE FOOD PREPARATION AREAS THAT AT 36"- 48"ME ;RED FROM THE BOTTOM AND TOP OF BOXES TOTAL 400 SQUARE FEET OR LESS AND THAT HAVE 100 CUSTOMER SEATS RESPECTIVELY TO THE FINISHED FLOOR. OR LESS,A MINIMUM OF 32 LINEAR FEET OF DEDICATED FLOOR SPACE MUST o a i BE PROVIDED FOR BACK-UP FOOD STORAGE SHELVING. 4. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM 3 o wrc3 BY 48 INCHES CLEAR. UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR OR f p ANNULAR SPACES AROUND PIPES,ELECTRIC CABLES, CONDUITS OR OTHER GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR z ZY. 3 OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PARALLEL APPROACH TO AN ELEMENT. a pww PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, Ia wijE 3 CONCRETE, MASONRY OR OTHER SIMILAR METHOD ACCEPTABLE TO THE ENFORCING 5. NEW HAND SINK TO REPLACE EXISTING MOP SINK.ALL EXISTING p AGENCY. (4.406.1) PLUMBING TO REMAIN. 5 ww IRRIGATION CONTROLLERS MUST BE WEATHER (RAIN SENSOR)OR SOIL MOISTURE O m W D O1 ,O d BASED CONTROLLERS. 3 r, ( REST \ REST a w 4 E B (\ e'-o" e'-o" s-- + PLUMBING FIXTURE SCHEDULE 4 zwo HALL PIPE SIZE (INCHES) o N�Nz 't B MARK FIXTURE REMAKS � m ' o .............. ................ i TRAP WASTE VENT C.W. H.W. i A 1 WATER CLOSET INT. 4 2 1/2 y O � - FLUSH VALVE,HANDICAPPED SIT(EXISTING) 5 A 3 C A-1SrUR 4 3 O LAVATORY 1-1/2 1-1/2 1-1/2 1/2 1/2 COUNTER MOUNT, HANDICAPPED(EXISTING) 5 o CLIENT: 3 3 LAVATORY ,_, 2 ,_, 2 ,_, 2 , 2 , 2 TACOS NAYARIT 8-0" O WALL MOUNT HAND SINK WITH NO LEAD FAUCET B q PREP SINK SCHEDULENEW n E COUNTER A 8'-0" {' DESCRIPTION OVER DIMENSIONS BOWL SIZE FAUCET SIZE FLOW RATES z RESTAURANT 6 A 9m; EQUIPMENT MODEL LENGTH WIDTH HEIGHT LENGTH WIDTH DEPTH FAUCET MOUNT SWVEL FLOW PRESSURE 6 , RATECJ PR E "� EXTRA WIDE HAND SINK�'�'� HS-2017WG 17-3/4 15 45 15 12-3/4 18 pA-714G B 12 2.2 60 s P PROJECT: 0. TANEW I 1. PROVIDE(1) FAUCET®(1) GSW EXTRA WIDE HAND SINK, WASTE LINE MUST DRAIN DIRECTLY INTO WASTE LINE OR OTHER APPROVED RECEPTACLE. i COS NAYARIT ®® COUNTER I 2. PROVIDE(1) 1/2 INCH LINE FOR HOT AND(1) 1/2 INCH LINE FOR COLD WATER AT EACH INDICATED FAUCET. I 3. HAND SINKS MUST BE PLUMBED WITH HOT AND COLD RUNNING WATER AND MUST DRAIN DIRECTLY INTO THE WASTE LINE. w o RESTAURANT --___ EQUIPMENT SCHEDULE E DESCRIPTION CABINET DIMENSIONS TENANT IMPROVEMENT z p ----- CAPACITY HORSE z NUMB. QUANT. EQUIPMENT MODEL DOORS cu.ft. POW SHELVES LENGTH DEPTH HEIGHT VOLTAGE AMPS ow R O H © X aER1/ 1 TRUE FOOD SERVICE EQUIPMENT GDM-72-HC-LD 3 19.5 12 78-1/4 9-13/1 78-5/8 1 115/'08 O w 8-0 GLASS DOOR MERCHANDISER 230 60 O 1 TRUE FOOD SERVICE EQUIPMENT TDBD-96-6 3 FRONT 20.0 2 96-1/8 35 55 3/4 115/60/1 16.0 p DISPLAY CASE BAc p DESCRIPTION ----- FASTING ® ULINE STAINLESS STEEL WIRE 3 5 H-4296 0 0 4 60 18 72 0 0 0 7C7 SHELVING UNIT ISL7 1 GASEWAT RGHEATOR'EXSTITING %G40TO6EN38U0 38,000 BTU INPUT COMMERCIAL GAS WATER HEATER.LL EQUIPMENT LAYOUT SUITE C° TACOS 9 D MINIMUM AYAR IT FINISH SCHEDULE 9 & a LOCATION: WALLS CEILING FLOORS BASE NOTES "I B © ----- RTIN (4UNCNRE BETWEEN WALL&RWR) m GLASTEEL, GLASLINER FRP ARMSTRONG KITCHEN ZONE TRAFFIC MASTER CERAMIC VINYL SELF STICK SNOW FOOD PREPARATION3 SERIES 1200'CLASS"A" SQUARE LAY-IN SMOOTH TILE CC16-BEIGE W/ 1/8" WALL COVE W/3/8"MIN. 1 }I}I -- AREA COLOR: WHITE O COLOR: WHITE z O SIZEGRO: 6"%16" O SIIZZE, BEIGE GROUT.X20-0 Z 31135 RIVERSIDE D R• TFD Na SIZE: 4'-0"X8'-0" SIZE: 2'-O"X4'-0" 11 "I 5 8 GYPSUM WALLBOARD ACOUSTIC CEILING PRODUC. TRAFFIC MASTER CERAMIC VINYL SELF STICK SNOW O Ip' g np" PUBLIC SEATING3 WITH ORANGE PEAL TEXTURE GENESIS CEILING PANELS TILE CCi6-BEIGE W/ 1/8" WALL COVE W/3/8"MIN. ' n ° EXISTING COUNTER AREA AND COLOR: WHITE B COLOR: OFF WHITE O GROUT. E RADIUS&BEIGE GROUT. '^ HALLWAY LAKE ELSINORE CA. I FINISH:SMOOTH FINISH SIZE: 2'-O"X4'-0" O SIZE: 16"X16" O SIZE: 4X.080"X20'-0" "i '-6" 2'-6" I 3 GLASTEEL, GLASLINER FRP ARMSTRONG KITCHEN ZONE TRAFFIC MASTER CERAMIC VINYL SELF STICK SNOW I STORAGE SERIES 1200, CLASS"A" SQUARE LAY-IN SMOOTH TILE CC16-BEIGE W/ 1/8" WALL COVE W/3/8"MIN. N 1 C I I T E D AREA SIZE: 4COLOR:'-O XI8E 0" OA S ZE:R2'-O XWHITE V-0" OO SIZE:16"X16" O SIZE: 4X.0BOBEIGE X20-O" �" I I J ll EXISTING 4'-0"WALL TILE EXISTING 5/8"HARDLID EXISTING CERAMIC FLOOR EXISTING RED COVE BASE NO CHANGES ARE BEING MADE "i I ACCESSIBLE3 WITH 4X4 COVE VASE TILE BEIGE COLOR W/ 1/8- AND THE RESTROOM UNDER Z THIS PERMIT.ALL FIXTURES AN a I "i E II RESTROOM 5 y, �\ I iv B I I AND 5/8"GYP. BOARD AT BEIGE GROUT. FLOORING ARE EXISTING. "w JOB NUMBER: TOP OF WALL SIZE: 1'-0"%1'-0" SIZE: 4X4" w 1. GLASTEEL, GLASUNER RP WALL PANELS. MANUFACTURED BY GLASTEEL, INC.ASTM D-5319-2008 119-298 2. KITCHEN ZONE SQUARE LAY-IN SMOOTH TEXTURE CEILING PANELS. MANUFACTURED BY ARMSTRONG CEILING AND WALL SOLUTIONS COMPANY. ASTM E84,CLASS A. ^7 3. THE WALLS AND CEILINGS OF ALL ROOMS SHALL BE OF A DURABLE, NON-ABSORBENT AND EASILY CLEANABLE SURFACE. PLOT DATE: NOTES: 02/04/y/9 WALLS AND CEILINGS OF ALL ROOMS SHALL BE OF A DURABLE. SMOOTH, NONABSORBENT,AND EASILY CLEANABLE SURFACE EXCEPT FOR AREAS AS SPECIFIED IN SECTON rag o q �_M E41 1 114271(B).WHEN OTHERWISE INSTALLED,THEY SHALL BE MOUNTED OR ENCLOSED SO AS TO FACILITATE CLEANING.ATTACHMENTS TO WALLS AND CEILINGS,SUCH AS LIGHT N ¢ AKE E 1NVVV RE FIXTURES, MECHANICAL ROOM VENTILATION SYSTEM COMPONENTS,VENT COVERS,WALL MOUNTED FANS, DECORATIVE ITEMS,AND OTHER ATTACHMENTS,SHALL BE EASILY 2 CLEANABLE. (SECTION 114143, 114271) ' w U!LDIMS DIVM110N A FLOOR THAT IS CONTINUOUS IN DESIGN EXTENDING AT LEAST FOUR(4)INCHES UP WALLS AND TOE KICKS IN A SEAMLESS MANNER, FORMING A MINIMUM 3/8"RADIUS P ERrv ' G REVISION TYPE COVE AS AN INTEGRAL UNIT IS REQUIRED D INTE A WATER EFFICIENCY AND CONSERVATION NOTES F, IL 3 TABLE 4.303.2 FIXTURE FLOW RATES APPROVED A 5 Z QRpFE65/ON,y FIXTURE TYPE MAXIMRATE FLOW NOTES 4 LAVATORY FAUCETS (NON-RESIDENTIAL) 0.4 GPM®60 psiz op u'g NO.00445 77 GRAVITY TANK TYPE WATER CLOSETS 1.28 GALLONS/FLUSH° * E%PDATE 4 FINISHED SCHEDULES AND EQUIPMENT LAYOUT PLAN FLUSHOMETER TANK WATER CLOSETS 1.28 GALLONS/FLUSH° 1 ss, CryR �P FLUSHOMETER VALVE WATER CLOSETS 1.28 GALLONS/FLUSH° w �r a„ac. 1/4"_ '-v URINALS 1. 5 GA N USH4 !¢ ---- 1. LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE LESS THAN 0.8 GPM AT 20 PSI. :52. KITCHEN FAUCETS MAY TEMPORARY INCREASE FLOW ABOVE THE MAXIMUM RATE, BUT NOT ABOVE 2.2 GPM AT 60 PSI AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GPM 0 60psi 3. WHERE COMPLYING FAUCETS ARE UNAVAILABLE,AERATORS RATED AT.35 PGM OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. Q SHEET NUMBER 4. INCLUDES SINGLE AND DUAL FLUSH CLOSETS WITH AN EFFECTIVE FLUSH OF 1.28 GALLONS OR LESS SINGLE FLUSH TOILETS -THE EFFECTIVE FLUSH VOLUME SHALL d1 5 NOT EXCEED 1.28 GALLONS (4.8 LITERS).THE EFFECTIVE FLUSH VOLUME IS THE AVERAGE FLUSH VOLUME WHEN TESTED IN ACCORDANCE WITH ASME Al 1 2.19.233.2. 15 A . 5. DUAL FLUSH TOILETS-THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS(4.8 LITERS).THE EFFECTIVE FLUSH VOLUME IS DEFINED AS THE COMPOSITE,AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. FLUSH VOLUMES WILL BE TESTED IN ACCORDANCE WITH ASME A112.19.233.2 AND ASME A112.19.14. A B C D E F G H J K M I N I P R S T X Z SCALE: 4" = 1'-0" A B C D E F G H J K M N P R S T X Z M N = Nam 2 zoo wQ U mU0 K 1 PLAN NOTES ¢ of =oa w woo z lz ® INDICATES FLOOR PLAN NOTE- SEE NUMBERS BELOW w�® a m o 0 w i. LIGHT SWITCHES,THERMOSTATS AND TIMER SWITCHES SHALL BE MOUNTE ymN FFQ AT 36" - 48"MEASURED FROM THE BOTTOM AND TOP OF BOXES z SvE 2 RESPEUiIVELY TO THE FINISHED FLOOR. 2. N W J 3 W o N VOID NOT USED 2 'omajm 3. LOCATION OF FIRE STINGUISHER. SIZE SHALL BE A MINIMUM 2A1 OBC, EXTINGUISHER TO BE IN WALL CABINET MOUNTING HEIGHT TO COMPLY WITH CFC 906.9.1, 906.9.2, 906.9.3 UNITS TO BE IDENTIFIED WITH SIGN. COLUMN MARKING OR OTHER I owwz `' PROPOSED METHOD APPROVED BY THE FIRE DEPARTMENT 3 o m 3 o �o4a 4. EXISTING DOORS SHALL BE OPENABLE FROM THE INSIDE WITH- zyo 3 OUT THE USE OF A KEY, ANY SPECIAL KNOWLEDGE OR EFFORT oww OR SHALL HAVE PANIC HARDWARE AND MUST BE SELF-CLOSING 3 .. ,may,, _..r, ,,,., USE: GLOBAL SERIES - MODEL #: TH1100-STED36 TOUCH BAR O '^ w RIM EXIT DEVICE WITH ALUMINUM,FINISH. wN� yz o mew 5. EXIT DOORS SIGN SHALL BE ILLUMINATED AT ANY TIME THE o�w BUILDING IS OCCUPIED WITH LIGHTS HAVING AN INTENSITY OF ; z NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL. x 1 / <z 6. EMERGENCY EXIT DOORS SHALL BE LABELED ON THE OUTSIDE a - / \1 I I AND INSIDE "FIRE DOOR DO NOT BLOCK" A iwoa L� -� I L7 7. OCCUPANT LOAD SIGN WITH 1" HIGH LETTERS SHALL BE POSTED 4 �owo N / / NEAR THE MAIN EXIT.Fi�M ow'mz ,�.-. B. PROVIDE SISN OVER MAIN EXIT STATING 'THIS DOOR TO REMAIN o F o 8'- UNLOCKED WHEN BUILDING IS OCCUPIED" LETTERS SHALL BE A a a m .H. O MINIMUM 1" HIGH OVER A CONTRASTING BACKGROUND. w _..__.. .............. .. z _ - 9. EXITS SIGNS S,!ALL BE II 1 UMINATED AT ANY TIME THE BUILDING IS y \ OCCUPIED WITH LIGHTS .,NG AN INTENSITY OF NOT LESS THAN 1'-0" a CANDLE AT FLOOR LEVEL. EMERGENCY ELECTRICAL SYSTEM, CONSISTING OF STORAGE BATTERIES OR AN ON-SITE GENERATOR, SHALL PROVIDE 5 m CLIENT: x x POWER TO THE MEANS OF EGRESS ILLUMINATION FOR A DURATION OF o /\ /\ Sf0 NOT LESS THAN H MINUTES.THE INSTALLATION S THE EMERGENCY TACOS NAYARIT / \I I/ \ 8_0 POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION CEC 2702. -� L-� F a PLAN LEGEND RESTAURANT 6 DUPLEX CONVINIENCE OUTLET WITH GROUND \\/ R� I\\%I FAULT CIRCUIT INTERRUPTER AT 15"ABOVE EXISTING ILLUMINATED EXIT SIGN WITH MINIMUM PROJECT.• X _0" I x I FINISHED FLOOR 3 1 �\ I I 90 MINUTE BATTERY EMERGENCY LIGHT. # I SWITCH W/ MOTION SENSOR OR DIMMER D7i'I EXISTING RECESSED 24"X48"LITHONIA LIGHT FIXTURE.,T8 17W L TACOS NAYARIT - �-� I SWITCHES TO BE LOCATED 34 TO 48 ABOVE 4�1� FLUORESCENT LINEAR CEILING MOUNT LIGHT FIXTURE. ENERGY THE FINISHED FLOOR EFFICIENT WITH WHITE ACRYLIC DIFFUSER. EXHCOU ER 7 TACOS FANATOTBEA C10 APABLNG E OFXFIVEEAROMBINATI CHHANGEO PER LpJ TELEPHONE OUTLET 7 HOUR. FAN SHALL BE ENERGY STAR COMPLIANT AND DUCTED TO TERMINATE TO THE OUTSIDE RESTAURANT NAYARIT OF THE � BUILDING. , w TENANT IMPROVEMENT I, ,1 1, 1 1 1 „ 1 1 „xI 1 . 1x1 11 1 1 \1 91L \1 8 —� —� 81 1 0 o DESCRIPTION i, SUITFo REFLECTIVE CEILING 9 \/ 1 I \/ 1 1 x 1 1 x 1 i 9 a 1 /\ 1 17\ 1 1 SIT o I 6 31735 RIVERSIDE DR. #D Ix'; x a LAKE ELSINORE, CA. I „ I 1 „ 1 I I I g \� w JOB NUMBER: x� N 119-298 PLOT DATE: LL 02 0 �1q9O RE i—feC AM— IF 2 12, BUIL PE G REVISION TYPE_ Q EQ�pFES61pNq U ��OP�\p F.QU/Jq oF2C 4 Z N0.C 044577 A m LX,oE 4 PROPOSED FLOOR PLAN 14. Tql pP tiiALE: 1/4" = 1'-O" w U n SHEET NUMBER 5 15, A . 4 A B C D E F G H J K M N P R S T X Z SCALE: 1 4" = 1'—0" A B C D E F G H J K M N P R S T X Z oE � m�o g= NZp o E zz 0 SEz "E ° rj Yn ; w EXISTING GYPSUM WALLBOARD 5/8" 2 a ww /.r w THICK THROUGHOUT THE PUBLIC EXISTING AREA OF THE RESTAURANT UNLESS T-BAR a rn w OTHERWISE NOTED. PAINT COLOR BY CEILING OWNER WITH SMOOTH FINISH. ¢in rcop DROP 7- � owz 3 c3 z z p z pWw 3 TOP OF ARCH 3B o 'TENOTES � XTERIOR o 2X STUD 'o a BOTTOM OF WALL of DENOTES A 4 4„ WIDE 4 3�wo o MOLDING •,n �� =� FINISHED FLOOR (TYPICAL) _ a wz c� o h2 w 9 = o oV�m z 0°0 5 5 o CLIENT: .... , TACOS NAYARIT FINISHED �a EXISTING CONCRETE z RESTAURANT 6 SLAB 6 � —H TRUE MERCHANDISER H INTERIOR ELEVATION (DIVIDING WALL) PROJECT.• —Tr SCALE:1/2* V-0 —f� SECTION A—A SCALE:1/4- V-0' 3 TACOS NAYARIT 7 70 RESTAURANT TENANT IMPROVEMENT 8 80 EXISTING GYPSUM WALLBOARD 5/8" w DESCRIPTION THICK THROUGHOUT THE PUBLIC AREA OF THE RESTAURANT UNLESS OTHERWISE NOTED. PAINT COLOR BY INTERIOR ELEVATIONS OWNER WITH SMOOTH FINISH. 9 r910 m PROPOSED 2X4 STUD WALL of NEW FLOOR SEE STRUCTURAL 31135 RIVERSIDE DR. #D 2X4 STUD WALL SEE FLOOR PLANS z O SEE STRUCTURAL PROPOSED PLAN PLP„� POINT OF ./ SALES AREA / N TOP OF COUNTER .I A. LAKE ELSINORE, CA. N Sw FINISHED FLOOR 33 VI o a 7 7 JOB NUMBER: E CABINETS,COLOR,STYLE AND w (] /� o FINISH PER OWNER. MUST BE 1 1 9-298 a EASILY CLEANABLE, NON- oz j ABSORBENT U o z � PLOT DATE: S € 02104119 ° 2 U w 2 w ° DATE REVISION TYPE OS 23 18 B.D. PLANCHECK Q H EXTERIOR COUNTER ELEVATION (Customer Side) 3 SECTION B—B SCALE:1%2° > 0 3 5 THE PLANS WERE PREP z BY:WILLIAM MATT. ""ES51pNq oeoP\p F.QUU,yti�yC U 4 P T w'g NO.0 044577 4 V * EMP. er P 3 `2 SHEET NUMBER 5 15 2 A . 5 A B C D E F G H J K M N P R S T X Z SCALE: 1 4" = 1'-0' A B C D E F G H J K M N P R S T X Z Nam WNp (E.)_ROOF2X FULL mro ©BLOCK AT EATH N E (2(X4 BRACE m g z p ©RA)FTERSF 1 2 9 9 p �E 9 zd *� 0 P3) 16d NAILS o ma ROM RAFTER m.tl TO BLOCK AT z °:E ��Io EA. END. ©((3))SIMPSON SIDS N a o i/4"X2"SCREWS FRROM BRACE TO 2 w 2X BLOCK ®3-5/8"X 1.25"25 GA. u N C"BRACE STAGGERED z AT 48"o.c. (MAX.) �zm E)T-BAR ¢ o�z Q�EIUNG LINE 3 I` 3 ®5/8"DRY WALL ♦ : [,�l ,.. i I, :, ;F.. —� p J 0 �qo A EA. SIDE OF 3 zo�w STUD 3 ®((N) 3-5j8"X1.25"25 GAGE"C STUD AT i6., o� ®fN)20 GA. o m rc J $SILL TRACK W// 2 w o SHOT PINS PDPAW-125 0 AT 36"o.c. INTO w a EXI 3 STING SLAB. MINIMUM uw. 1-1/2"PENETRATION °dzow INTO SLAB '. w o ©(E)CONCRETE 7 ti a . BLAB 4 ®(N) 25 GA. "C"CHANNELt � ga pZ w p 0 PLATE TRACK B p 3p oanu � 9 e SIMPSON STRONG TIE FASTENERS MODEL PDPAW-125(0.157X1-1/4"WITH •F v. w , 'I m 3/4"WASHER. ICC-ES ESR-2138,CITY OF LA RR25469 A ( n....� I'n CALIFORNIA EXPANDED METAL PRODUCTS %, 5 COMPANY(CEMCO) m CLIENT.- 3-5/8" X1-1/5"X25 GAGE STEEL STUDS ` ICC-ES ESR-3016 REISSUED 07/2016 .: V NON-BEARING PARTITION WALL A TACOS NAYARIT0NON-BR'G3-5/8"X = RESTAURANT 4 25 GAGE C C 6 STUDS AT i6"O.C. (J ce ©20 GAGE SILL TRACK WITH MODEL MDPAW-125 PROJECT: WITH 3/4"WASHER AT 36'o.c. IMO EXISTING TACOS = TACOS NAYARIT CONCRETE SIAS. i ©20 GAGE TOP TRACK NONWAL STUD LGLS N AYA R I T 7 II I II STUD W ry II II II � / � II II I o 5/8 WALLBOARD p RESTAURANT PI PI PI 5/e•THICK THROUGH I p I I I I I I ENTIRE SHOP I y II II II FASTENER PER TABLE BELOW TENANT IMPROVEMENT I• I•I I•I ©EXISTING CONCRETE I - 1I I I I I SLAB. CONNECTION I w II I BETWEEN SLAB AND a II II II NON-BR'G WALL PER p p 8 L� I. LI LI DETAIL A/S.1 U o l i t i i i i w DESCRIPTION p SUITE #C SUITE �D I 11 3�a I I I I I•i a wWii STRUCTURAL FRAMING I� Ilinmm II I� II I T :l ` o 9 0 I� II II II I � I� II II II I II II II m 8.31735 RIVERSIDE DR. #C 0 MINIMUM THICKNESS AND i APPLICATION OF GYPSUM BOARD i LAKE ELSINORE, CA. APPLICATION WITHOUT ADHESIVE V THICKNESS ORIENTATION OF MAXIMUM MAXIMUM SIZE OF NAILS FOR �+ OF GYPSUM GYPSUM BOARD SPAC'G OF SPACING OF FOR APPLICATION BOARD(IN.) PPUCATION TO FRAMING FRAMING FASTENERS TO WOOD FRAMING` # D "N JOB NUMBER: (IN.G.c.) NULs° scREws D t'f n CEILING EITHER DIRECTION 16 7 N12 9—'298 13 GI.o 1-J/5'LONG, ,ANN HEN: 1/2 CEILING PERPENDICULAR 24 7 0.098'OOR RA ANNUVJ'RINGED:DR se COOLER NNL Dose• PLOT DATE: WALL EITHER DIRECTION 24 8DIAMETER,1-5/8-LONG.75/e{'HEAD: w02104119 OR O UM BOARD NNL 0ZZ D14WALL EITHER DIRECTION 16 81-5/8'LUNO,9/32'HEM.CEILING EITHER DIRECTION i6 7 1J CAGE.1-5/'LONG,19/{ H CEILING° PERPENDICULAR 24 70.098'D.,1-3/8"LONO,ANNULWRINGED;OR 8d COOLERNNL .WALL EITHER DIRECTION 24 8 DMMEIER,1-7/8'LONG, OR GYPSUM BOARD NN4 O.OB/5"DI0. T WALL EITHER DIRECTION 16 g 16 1-7/B"LONG.19/64'NERD. 1 2 9 9 i !j G" a.FOR APPLICATION WITHOUT ADHESIVE,A PAIR OF NAILS SPACED NOT LESS THAN 2 INCHES APART DA OR MORE THAN 2-1/2 INCHES APART MAY BE USED WITH THE PAIR OF NAILS SPACED 12 INCHES o Q 3 ON CENTER. b.SCREWS SHALL BE IN ACCORDANCE WITH SECT. R702.3.6 SCREWS FOR ATTACHING GYPSUM BOARD g TO STRUCTURAL INSULATED PANELS SHALL PENETRATE THE WOOD STRUCTURAL PANEL FACING NOT z BYE ILL LW LRAM MAT7En LESS THAN 7/16 OF AN INCH. p c.WHERE COLD-FORMED STEEL FRAMING IS USED WITH A CLINCHING DESIGN TO RECEIVE NAILS BY o oQPOFESSRONgY TWO EDGES OF METALS,THE NAILS SHALL BE NO LESS THAN 5/8 INCH LONGER THAN THE GYPSU BOARD THICKNESS AND SHALL HAVE RINGED SHANKS.WHERE THE COLD FORMED STEEL FRAMING HAS A NAILING GROOVE FORMED TO RECEIVE THE NAILS,THE NAILS SHALL HAVE BARBED SHANKS �' h OR BE 5d. 13-1/2 GAGE, 1-5/8 INCHE LONG, 1-5/8 INCH HEAD FOR 1/2 INCH GYPSUM BOARD °' N0.C044M F AND 6d, 13 GAGE, 1-7/8 INCHES LONG, 16/64 INCH HEAD FOR 5/8 INCH GYPSUM. z 4 d.3/8 INCH THICK SINGLY-PLY GYPSUM BOARD SHALL NOT BE USED ON A CEILING WHERE A WATER * EXP,DATE �A BASED TEXTURED FINISH IS TO BE APPLIED,THE GYPSUM BOARD SHALL BE APPLIED TO SUPPORT w INSULATION ABOVE A CEILING ON A APPLICATIONS TO RECEIVE A WATER-BASED TEXTURE MATERIAL, ¢ C 1F0 \ EITHER HAND OR SPRAYED APPLIED,THE GYPSUM BOARD SHALL BE APPLIED PERPENDICULAR TO n FRAMING.WHEN APPLYING AWATER-BASED TEXTURE MATERIAL,THE MINIMUM GYPSUM BOARD THICK NESS SHALL BE INCREASED FROM 3/8 INCH TO 1/2 INCH FOR 16 INCH ON CENTER FRAMING, 8,FROM 1/2 INCH TO 5/8 INCH FOR 24-INCH ON CENTER FRAMING OR 1/2 INCH SAG-RESIS7AN GYPSUM CEILING BOARD SHALL BE USED. e.TYPE X GYPSUM BOARD FOR GARAGE CEILING BENEATH HABITABLE ROOMS SHALL BE INSTALLED 'd SHEET UM R PERPENDICULAR TO THE CEILING FRAMING AND SHALL BE FASTENED AT A MAXIMUM 6 INCHES ON 5 CENTER BY MINIMUM 1-7/8 INCHES 6d COATED NAILS OR EQUIVALENT DRYWALL SCREWS. 15 C GYPSUM CONNECTION TO WALL B _ S . 1 A B I C I D F E I F IG H I J I K I M I N I P I R I S I T I X Z SCALE: 1 4" = 1'-0-