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MISSION TRAIL 31712_09-00000268
N 44° 29' 46 "E Radial N52° 10' 7 O,tE Radial r rn CD E) DRIVEWAY TO REMAIN Vd m N Mobil Service Station and Convienence Store) COMMERCIAL C -1 NEIGHBORHOOD GENERAL COMMERCIAL WALL CLRS PL 0.1' 171.26' 40' 32' S44 °35'20 'W 40.02' m NEW DECORATIVE STAMPED CONCRETE ATLANDINGS E) SIDEWALK PATH OF TRAVEL E)Water Meter E)Irrigation WM r ANCHOR ENCR 1.0 E) DRIVEWAY TO REMAIN PROVIDE 35x3' SIGN PER CITY OF LAKE ELSINORE CODE ENFORCEMENT DIVISION E) SIDEWALK 0(E) MH E) DRIVEWAY TO REMAIN z co: cn TR ENCL OVERLAPS R/W LINE 0.2' SE'LY CORNER PARCEL 3 COR. CONC PAD CLRS PL 0.1' COR. WALL CLRS PL 0.1' 1. NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE ALONG THE PATH OF TRAVEL SHALL NOT REr WALL OVERLAPS 0.67' EXCEED 5% (INSPECTOR TO VERIFY) E'LY FACE TR ENCL ON PL 2. THE ENTRANCE DOORS, STAIRWAYS LEADING TO THE PROPOSED AREA OF REMODEL SHALL COMPLY WITH THE HANDICAP ACCESS REQUIREMENTS. (INSPECTOR TO VERIFY) 50' Don Ruben) Stucco Restaurant Building) Single Story Wood Frame COMMERCIAL C -1 NEIGHBORHOOD EAST LAKE SPECIFIC 38' SW'LY CORNER PARCEL 3 AND P.O.B. LEGAL DESCRIPTION) s Approval X1 pzt ti 0 4 8' GRAPHIC SCALE SITE PLAN 1°= 20 -0" 1e 24 32 1 PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS ETC... 3. DEMOLITION /SITE CLEARING: SEE CIVIL DWG's AND GEOTECHICNAL REPORT FOR EXTENT OF SITE DEMOLITION. THIS WORK SHALL INCLUDE REMOVAL OF: XXXXX 4. THE A.L.T.A. SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. THE G.C. IS RESPONSIBLE FOR LOCATING IMPROVEMENTS PER THESE PLANS. 5. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE APPROPRIATE UTILITY COMPANY. NO COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. SITE NOTES D NEW CLEARANCE BAR NEW CONCRETE SIDEWALK REMOVE EXISTING MENU BOARD. NEW MENU BOARD AND OCB. PROVIDE ISOLATED GROUND DEDICATED CIRCUIT FOR NEW OCB SYSTEM. E) BLDG. TO BE REMODELED E) PARKING LOT AND LANDSCAPE PLANTERS TO REMAIN NEW ACCESSIBLE PARKING AND LOADING AREA. 8 ) INSTALL PCB POWER & J BOX 9.) NEW SAFETY BOLLARD C10: EXISTING DRIVE THRU DRIVE LANE TO REMAIN E) PARKING LIGHTS TO BE REMOVE & REPLACED EXISTING PAD MOUNTED TRANSFORMER TO REMAIN REMOVE & REPLACE EXISTING TRASH ENCLOSURE / SEE SHEET A0.3 EXISTING POLE SIGN TO BE REPLACED BY MONUMENT SIGN NEW HANDICAPPED RAMP E) DIRECTIONAL SIGN TO REMAIN / REPLACE SIGN FACE NEW AC PAVEMNT AT TRASH ENCLOSURE. 6' PCC OVER 6' AB 18) NEW PLANTER & CURB 20 C24) E) MAIN ELECTRICAL SWITCH BOARD E) GAS METER E) (2) WATER METERS ( DOMESTIC & IRRIGATION) E) FIRE HYDRANT LANDSCAPE BOULDERS -BURM E) BACKFLOW PREVENTER REMOVE AND REPLACE AS REQUIRED BY EVMWD DISTRICT STANDARD W21 NEW CONCRETE WHEEL STOP 26) DECORATIVE PAVERS E) GREASE INTERCEPTOR TO REMAIN 28) LINE OF CAR OVERHANG 29) PROPOSED PORTE COCHERE AT DRIVE THRU WINDOW, PORTE COCHERE COLUMNS SHALL BE 1 -HR FIRE RATED. 30) 10' -0" OFFER OF DEDICATION CONCRETE WHEEL STOP NEW PARKING LIGHTS KEY NOTES SITE AREA BREAKDOWN DESCRIPTION AREA SITE (GROSS) 28.758 S.F. /0.660 ACRES 100% SITE (NET) 28,758 S.F. 100% PAVING, SIDEWALKS, TRASH 20,200 S.F. 70.4% LANDSCAPE 6,518 S.F. 22,6% BUILDING 1,939 S.F. 7% OTHER 0% BUILDING AREA BREAKDOWN DESCRIPTION AREA BUILDING 1,939 S.F. 100% CUSTOMER AREA 887 S.F. 43.5% MEN'S REST ROOM 59 S.F. 3% WOMEN S REST ROOM 59 S.F. 3% NON - CUSTOMER AREA 934 S.F. 50.5% OCCUPANT LOAD CALCULATIONS DINING ROOM KITCHEN / STORAGE TOTAL LOAD 1005 / 15 = 67 934 / 200 = 4.6 72 PARKING ANALYSIS CUSTOMER AREA 1005 S.F. / 45 = 22.3 SPACES NON- CUSTOMER AREA: 934 S.F. / 200 = 4.6 SPACES TOTAL PARKING REQUIRED: 28 SPACES TOTAL PARKING PROVIDED: STANDARD COMPACT ACCESSIBLE TOTAL PROVIDED DRIVE THRU LANE = 8 CARS 27 SPACES 0 SPACES 2 SPACES 29 SPACES SITE INFORMATION B C 402: E SECOND STREET EGUG SEAG43 EA 95553 wee .Iernaw &6aa:5n are t 552. wee f 452.439.55'.5 A DATE DESCRIPTION A10.28.08 PLAN CHECK 1 a11.14.08 SITE PLAN UPDATE a12.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III Q02.12.09 PLAN CHECK IV A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B SITE PLAN INFORMATION A0.1 PLOT DATE: 01.23.09 STEP FOUR: LOCATE CE OF MENU BD. CURB 3-0" STEP THREE: MEASURE 13' ALONG CURB FROM LINE (A) STEP FIVE: LOCATE MENU BD. z-¢ r U STEP TWO LOCATE OCB 32 80' OCB TO PICK -UP WIND MEASURE ALONG INSIDE FACE OF CURB. STEP ONE: ESTABLISH LINE 90° TO CURB & 80' FROM PICK -UP WINDOW IMPORTANT NOTE: NO PART OF THE MENU BD. OR EXTENDERS SHALL BE OSCURED BY THE OCB /SPEAKER POST WHILE PLACING AN ORDER. NOT USED NOT USED 1" CONDUIT FOR JUMPER TO MENU BOARD OCB, SEE 4/- & 9/- NOTE: SOLDER & INSULATE BOTH MAG. LOOP CONN. co 0 JN 17 18 1 0 50 DBL. STRIPE PARKING TYP. NOT USED MENU BOARD, SEE 8/- & 9/- 1) 1"0 CONDUITS TO BUILDING MENU BD. POWER. CURB 13 14 DRIVE -THRU WINDOW, SEE 10/- 4x8 J -BOX ORDER CONE BOARD 120V, 60Hz, 0.45A GC TO PROVIDE ISOLATED GROUND DEDICATED FOR OCB. CIRCUIT ALWAYS HOT (UN- TIMED) RECEPTACLE IS 3 PRONG, TWIST LOCK ALL WEATHER. THE PLUG END IS NEMA L5 -15 INSTALLED IN BASE OF SPEAKER POST. REFER TO DELPHI INSTRUCTION MANUAL DATED 02/18/03. 3) 1 "0 CONDUITS FROM SPEAKER POST TO 4x8 J -BOX BELOW D/T WINDOW NOTE, PLEASE FIELD VERIFY. IF POWER & AUDIO CONDUITS ARE EXISTING ADD A 1 -1" DIAMETER CONDUIT. PREFAB MAGNETIC LOOP, SEE 1/- ORDER CONFIRMATION BOARD SCHEMATIC N.T,S. 0 0 N 16 NOT USED N.T.S. 2) 2x6 BLOCKING LAID FLAT SECTION A A -A SINGLE GANG J -BOX @ 24" A.F.F. w /1" CONDUIT TO PCB LOCATION 2) 2x6 BLOCKING LAID FLAT 9 DRIVE -THRU WINDOW FRAMING N.T.S. SOFFIT CLEARENCE SIGN. SEE SCOPE OF WORK. S -8" FLEXING RODS SUSPEND CAUTIONARY SIGN FROM ARCH 3 DUCK if alter than 9ft.I 1/2"x12 ' x12' BASE PLATE r C L E A R A N C E CLEARANCE HEIGHT WILL VARY PER SITE; INSTALLATION HEIGHT MUST BE ADJUSTED ACCORDINGLY 15' — VINYL COPY ON PAINTED METAL SIGN PAINTED FLAT CUT OUT ALUMINUM ARCH MOUNTED TO WELDED SQ. STEEL TUBE STRUCTURE BEHIND 10" CIRCLE BASE PLATE DETAIL PAVING CONCRETE CURB 3 CIRCULAR TIES @ 8" O.C. 7) #4 VERTICAL BARS EQUALLY SPACED 1 4) GALVANIZED 3/4" 0 x 36" LONG BOLTS w/ 3" 90° LEG. NUTS & WASHERS SEE SCOPE OF WORK. FOUNDATION 10 GYP. BD. INTERIOR SURFACE) 2 x 4 J -BOX 0 PCB 2x6 STUD ELECTRICAL 4x RECEPTACLE LOW VOLTAGE TRANSFORMER 8 "x8" COVER BOX DATA CABLE FROM THE COLLECTOR CASH REGISTER CASH 0 REGISTER o PCB PCB POWER DETAIL N.T.S. PCB CONDUIT \ J -BOX 2x BLOCKING 2x6 STUDS 11 EXT. PLYWOOD SHEATHING CUT FINISH TO MOUNT J -BOX FLUSH TO WALL SURFACE. EXTERIOR FINISH PCB LOW VOLTAGE DATA FROM REGISTER PCB J •BOX N.T.S. N 12 CLEARANCE BAR 1/2" -1' -0° co m N m 0 N2 6 MOUNTING PLATE INSTALL PER MANUF, INSTRUCTIONS 5/8 AB LOCATIONS 3" DIA. HOLE FOR POWER AND DATA CONDUIT ANCHOR BOLTS. 4) 1/2" DIA, @ DIRECTIONAL 1 — SIGNS (4) 3/4" DIA. @ MENU BOARD FULL THREAD 1 1 I 1 -_< 3-4" GRADE 3) #3 TIES @ 2" O.C. 8) #5 BARS VERT. w/ (4) #3 TIES @ 12" O.C. NOTE: ALL CONDUIT TO BE MIN, 12" BELOW GRADE OR LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION MENU BOARD FOUNDATION 1 " =1' -o" 0 0 h 8 NM NM MN MN II DRIVE THRU LANE 1J EXTERIOR WALL OF BUILDING 6'" CONCRETE CURB 1" COMMUNICATIONS CONDUIT TO MENU BOARD 6" DIAMETER GUARD POST, SEE 9 /A1C P.V.C. SENSOR LOOP FOR TIMER w/ 1" CONDUIT TO 4 x 4 J -BOX. WIRE MESH TO BI- CUT 12" CLEAR OF LOOP SENSOR LOOP N.T.S 9 0 CONCRETE CAP M 0 N 1 6' DIA, STEEL POST FILLED W/ CONCRETE FINISH GRADE 18" DIA. CONCRETE FOOTING com0 N 2 SAFETY BOLLARD 1/2" = 1' -0" J L r 2'-4' 0 OCB LOCATION 1) 1" PWR. CONDUIT FROM MENU BD. 3) 1" CONDUIT FOR COMMUNICATIONS TO PICK -UP WINDOW. 1" 0 SENSOR CONDUIT TO SENSOR LOOP. 4) 1/210 ANCHOR BOLTS w/ FULL THREAD LOCATE PER MANUF. FINISH GRADE 3) #3 TIES @ 2" O.C. 4) #5 BARS VERT. w/ #3 TIES @ 12" O.C. NOTE: ALL CONDUITS TO BE MIN. 12" BELOW GRADE AND PROJECT 3" ABOVE FOUNDATION. ORDER CONFIRMATION BD. FOUND. 1" = r -o" 9fln £ 2ECOW; E'R£ ?S L0,13 ns*C34 CA 00605 sc z. d ac.6sss35A5 A DATE DESCRIPTION 10.28.08 PLAN CHECK 1 011.14.08 SITE PLAN UPDATE P12.08.08 PLAN CHECK II a12.15.08 PLAN CHECK III 002.12.09 PLAN CHECK IV 0 A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B SITE DETAILS A0.2c0 N 4 PLOT DATE: 01.23.09 CONCRETE CAP M 0 N 1 6' DIA, STEEL POST FILLED W/ CONCRETE FINISH GRADE 18" DIA. CONCRETE FOOTING com0 N 2 SAFETY BOLLARD 1/2" = 1' -0" J L r 2'-4' 0 OCB LOCATION 1) 1" PWR. CONDUIT FROM MENU BD. 3) 1" CONDUIT FOR COMMUNICATIONS TO PICK -UP WINDOW. 1" 0 SENSOR CONDUIT TO SENSOR LOOP. 4) 1/210 ANCHOR BOLTS w/ FULL THREAD LOCATE PER MANUF. FINISH GRADE 3) #3 TIES @ 2" O.C. 4) #5 BARS VERT. w/ #3 TIES @ 12" O.C. NOTE: ALL CONDUITS TO BE MIN. 12" BELOW GRADE AND PROJECT 3" ABOVE FOUNDATION. ORDER CONFIRMATION BD. FOUND. 1" = r -o" 9fln £ 2ECOW; E'R£ ?S L0,13 ns*C34 CA 00605 sc z. d ac.6sss35A5 A DATE DESCRIPTION 10.28.08 PLAN CHECK 1 011.14.08 SITE PLAN UPDATE P12.08.08 PLAN CHECK II a12.15.08 PLAN CHECK III 002.12.09 PLAN CHECK IV 0 A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B SITE DETAILS A0.2c0 N 4 PLOT DATE: 01.23.09 NOT USED 14 9. ANCHOR BOLT TEMPLATE MINEMBED NOTE: BOLT PATTERN PROVIDED AS EXAMPLE - OBTAIN ANCHOR BOLT TEMPLATE FROM SUPPLIER POWER CONDUIT 4) 3/4" X 30" X 3" ANCHOR BOLTS THREADED 4 1/4 " MIN. BOLT TO EXTEND 4 1/4 " OUT OF TOP OF FOUNDATION. (2) 1" HEX NUTS AND (2) 1" FLAT WASHERS PER ANCHOR CONTACT SUPPLIER FOR ANCHOR BOLT TEMPLATE - SEE SCOPE OF WORK BASE COVER 3) #3 TIES WITHIN 5" VERIFY) PAVEMENT OR GRADE CONDUIT CONC. BASE 3 TIES AT 12" O.C. 6) #6 BARS VERTICAL NOTE: DESIGN IS SHOWN FOR o 90 MPH WIND LOAD cd0 LIGHT POLE FOUNDATION 16 18GA BOX RIB METAL ROOF OVER 1 /2 "PLYW00[ 8d ©6 "O.C. PLYWOOD 4x BLOCK'G 4x ROOF JOIST 24 "O.C. W /SIMPSON A35 EA END 6xBEAM ROOF FRAMING DETAIL 10 NOT USED 11 1/2 "DIA. X 8" BARREL BOLT LOCK (ONE GATE) 1/2" DIA. X 12" CANE BOLT ONE GATE 1 1/2 "X 1 1/2 "X 3/16" METAL ANGLE DIAGONAL BRAC 1" X 18 GA. METAL DEC 3 "X 4 "X 1/4" METAL ANGLE FRAME 4 SIDES EA. GATE 2 PAIR McKINNEY T4B3781 HINGES EA. GATE WELDED TO GATE & POST GROUT SOLID W/ CONCRETE METAL SCREE STUCCO ON METAL LATH 8 "X 8 "X 16" C.M.U. WALL 5 VERT. BAR @ 48" O.C. 5 HORIZ. BARS @ TOP & MID HGT. 5 "X 5 "X 1/4" T.S. W/ 5 "X 5 "X 1/4" CAP PLATE EMBEDED 12" INTO FOOTING 3/8" DIA. A.B. 14" x 2" @ 16" O.C. VERT., BOLT TO T.S. W /ACORN NUT ON OUTSIDE DOOR JAMB DETAIL 12 6x12 DFL NO 1 n A O n 3" 0 STD PIPE 0. 0„ 4609x17 3" 0 STD PIPE 3" 0 STD PIPE 6x12 DFL NO 1 1/2" THK PLYWOOD w /8d @6" O.C. 10 6x12 DFL NO 1 3" 0 STD PIPE NOTE: USE HEAVY TIMBER AT ENCLOSURE ROOF FRAMING, PER CABC 605.6 ROOF FRAMING PLAN 7 4x RJ 18GA BOX RIB METAL ROOF OVER 1 /2 "PLYW B.N. FLASHING 4x BLOCKG' W /SIMPSON A35 ©12" O.C. 6xBEAM ROOF FRAMING DETAIL NOT USED 8 9 E) PERIMETER FENCE WALL PROPERTY LINE 6' s I AAR ROOF SUPPORT TYP OF 6 6" CONC. CURB 6" THICK PCC SLAB W/ CONT. #4 E.W. @ 4' -0" O.C.; ON 6" GRAVEL BASE. 8.8.16 CMU WALL TYP. 18 GA. PAINTED METAL GATE (BOX RIB) CONST. JOINTS @ 10' -0" O.C. MAX 18 GA. PAINTED METAL 7— GATE (BOX RIB) I 14' AC PAVEMENT TO PCC PAVEMENT JOINT LANDSCAPE 7' -10" SLEEVE FOR CANE BOLT. SEE DETAIL SEE JAMB DETAIL 12/A0.3 (TYP.) CONCRETE CURB SECGNO STAFF' LONG B5ACti CA 4P4d) WW ".tm ssl ddsma, Dom 1 S82 L39. 2888 S S82434. -5n; TRASH ENCLOSURE ENLARGED PLAN 1/4” = 5 1/2" 5 1/2" 6xBEAM PROVIDE VERT SLOTTED HOLES ® TOP BOLTS ONLY 1/4" U PL 3" DIA STD PIPE FILL W/ GROUT 8" CMU WALL SOLID GROUT ALL CELLS ENCLOSURE ROOF DETAIL SLOPE 1/4 ":1' 5 18GA BOX RIB METAL ROOF GRADE 0 0 0 0 8" SPLIT FACED C.M.U. SOLID GROUT ALL CELLS 2 #4 CONTINUOUS TOP AND BOTTOM 4 024” O.C. HORIZ. 5 0 16' 0.C. C \VERTO CL —WALL 4 624"0.0 DOWELS x12"1 30' 4 O18 "O.C.EA.WAY III111111_ 111111 - 111111 _111111 -111111_111111 11111 IIIIII= 111III_I I-IIIIII-111III- 111111- 111III- 111111-11I111° I =III COMPACTED FlLL 3 #4 CONTINUOUS O18 "O.C. BOTTOM 2' -6" ENCLOSURE WALL SECTION 18 GA. CLEANED, PRIMED & PAINTED METAL GATE. (BOX RIB) 4x6 @24" O.C. ROOF FRAMING 6x BEAM NOTE: PAINT WOOD ALL WOOD FRAME /EXTERIOR GRADE BROWN COLOR PROVIDE SAMPLE SUBMITTAL FOR APPROVAL MU WALL PAINT TO MATCH BUILDING FIELD COLOR WALL FTG. BEYOND SEE DETAIL 2 / - 6" THK. P.C.C. PAD W/ 6 "x6 "- 1.4X1.4 W.W.F. ON 6" AGG. BASE & 12" WIDE FTG. AROUND PERIMETER OF SLAB 5 "X 5 "X 1/4" T.S. EMBEDED 12" INTO FOOTING. ENCLOSURE ELEVATIONS A & B 3 A DATE DESCRIPTION A10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III A02.12.09 PLAN CHECK IV A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B TRASH ENCLOSURE & SITE DETAILS A0.3 PLOT DATE: 01.23.09 2'_43" 5) 31' -2" 20-8' NEW EXPRESSION PANEL CL NEW EXPRESSION PANEL 11' -5 TB COOK 30-6" 11' -3" WALK -IN COOLER DUAL LINE OFFICE DRY STOR. SERVING WARE WASHING CUSTOMER 12,_9?" E) ELECTRICAL SWITCH GEAR TO REMAIN r ENTRY DINING c'iC: L UTILITY WOMEN ROUGH OPENING PASSAGE ENTRY 10' -0 S CLR. 5' -0" 5' -0" NORTH A10.1 21' -1 z" 13-3' 64-3" FLOOR PLAN 1/4 =1' -0" TYPICAL (E) EXTERIOR WALL: 2X6 WOOD STUDS @16" O.C. W/ 1/2" PLYWOOD (EXP 1) SHEATHING. NEW EXTERIOR WALL: 2X6 WOOD STUDS @16" O.C. W/ 1/2" EXTERIOR GRADE PLYWOOD (EXP 1) SHEATHING AND R -19 KRAFT FACED FIBERGLASS BATT INSULATION U.N.O.) SEE DETAILS 2, 7 & 8 / A7.0 1 i TYPICAL (E) INTERIOR WALL TO REMAIN: 2X4 WOOD STUDS @16" O.C. (U.N.O.) NEW INTERIOR WALL: 2X4 WOOD STUDS @16" O.C. (U.N.O.), SEE WALL SECTION 14/A11.0 NEW1HR WALL: 2X WOOD STUDS @16" 0.0. (U.N,O.), SEE WALL SECTION AND DETAILS SHEET A6.1 1. REFER TO EXTERIOR ELEVATIONS SHEETS (A4.0 ) & (A4.1) FOR EXTERIOR FINISHES AND INTERIOR ELEVATIONS SHEETS (A10.0) & (A10.1) FOR INTERIOR FINISHES. 2. REFER TO STRUCTURAL DRAWINGS FOR POSTS, SHEARWALL SHEATHING & ANCHORING AND SILL PLATE REQUIREMENTS AS OCCURS. WALL LEGEND D DIMENSIONS: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. SEE FOUNDATION PLAN FOR CONDITION AT EDGE OF SLAB. NEW WINDOWS / DOORS: 1. 0 2. SEE WINDOW SCHEDULE SHEET A1.1. SEE DOOR SCHEDULE SHEET A1.1. NEW WALL FINISH SUBSTRATES: 1. PROVIDE 5/8" "GREEN BD." AT WET LOCATIONS. 12" A.F.F. 2. ALL INTERIOR WALLS SHALL HAVE 1/2" TYPE "X" GYP. BD. SUBSTRATE U.O.N. 3. PROVIDE 5/8" THICK CEMENTITIOUS BOARD FROM FLOOR SLAB TO 12" ABOVE FLOOR AT DINING ROOM, SERVICE AREA & KITCHEN OF REMODEL. NOT REQUIRED IN OFFICE 4. ALL JOINTS, GAPS AND SPACES LEADING TO HOLLOW OR INACCESSIBLE SPACES ARE TO BE SEALED WITH NSF APPROVED SEALANTS. 5. SEE SHEETS A10.0 & A10.1 FOR ROOM FINISHES. 6. PROVIDE 1/2" CEMENT BOARD SUBSTRATE AT ALL TOILET ROOM WALLS. 7. PROVIDE 5/8" THICK EXPOSURE 1 PLYWOOD SUBSTRATE AT ALL WALLS. EXCEPT IN THE DINING ROOM, TOILET ROOMS, CUSTOMER AREA AND CORRIDOR. 8. INTERIOR WALLS WHICH HAVE RECESSED OR SURFACE MOUNTED EQUIPMENT TO BE PROVIDED WITH PROPER BLOCKING. 9. PROVIDE 5/8" THICK CEMENTITIOUS BOARD FULL HEIGHT ON WALLS WITH NEW FULL HEIGHT TILE. (TOILET ROOMS & DRINK STATION AS OCCUR. SEE INTERIOR ELEVATIONS, SHEETS A10.0 & A10.1) DECOR: 1. SEE A2.0 FOR SEATING PLAN. 2. SEE A8,0 FOR FLOOR FINISHES. 3. SEE A10.0 & A10.1 FOR WALL FINISHES. 4. SEE A9 0 FOR CEILING FINISHES. GENERAL NOTES: 1. GENERAL CONTRACTOR SHALL PROVIDE A CLEAR SILICONE SEAL JOINT @ ALL PERMANENTLY MOUNTED EQUIPMENT, COUNTERS AND CEILING GRID THROUGHOUT THE ENTIRE STORE. MASKING TAPE SHALL BE USED ON JOINTS EXCEEDING 1/4" TO PROVIDE A "COVED" CORNER. 2. DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS IN NON- BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. BUILDING DEPARTMENT NOTE. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN THE CBC TABLE 803.5 FLOOR PLAN NOTES C C) NEW WINDOW, SEE WINDOW SCHEDULE A1.1 REMOVE & REPLACE TOWER WITH NEW TB FLYING ARCH TOWER, SEE SHEETS A6.1, A6.2, S2.1 AND DEMOLITION KEYNOTE #7 ON D1.0 MUST CONFORM TO MINIMUM ADA REQUIREMENTS. SEE A10.1 E) ELECTRICAL MAIN SWITCHBOARD (MSB)., SEE ELECTRICAL DWGS. NEW STOREFRONT AND DOOR, SEE A1.1 E) RECESSED ELECTRICAL PANEL IN WALL SEE ELECTRICAL DWGS. PROVIDE WINDOW SILLS WITH SOLID SURFACE LEDGE. SEE DETAIL 4/A7.1 N) ROOF ACCESS LADDER. N) WATER HEATER. E) MOP SINK PROVIDE ACCESS COMPLIANT THRESHOLDS AT ENTRY DOORS. SEE DETAIL 8/A7.1 PROVIDE FIRE EXTINGUISHERS PER LOCAL CODE NEW ELECTRICAL PANEL, SEE ELECTRICAL DWGS. E) PRICE CONFIRMATION BOARD. INFILL (E) WINDOW /STOREFRONT OPENING WITH NEW CONSTRUCTION. C16) STONE VENEER WAINSCOT. SEE EXTERIOR ELEVATIONS. CENTER NEW TOWER ON ORIGINAL TOWER LOCATION C18- NEW INTERIOR WALL CONSTRUCTION. SEE DETAIL 14/A11.0 19 20) (E) GAS METER. A NEW F.R.P. AND COVE TILE BASE TO MATCH EXISTING @ NEW WALL. SEE DETAILS 11 & 12/A11.0. VERIFY CONDITION OF WINDOW AND FRAME. WINDOW AND FRAME TO REMAIN IF IN GOOD CONDITION AND LESS THAN 8 -6 IN HEIGHT FROM FLOOR, PROVIDE NEW C.T. WAINSCOT PER SHEET A10.1 REPLACE (E) TOILET FIXTURES & ACCESSORIES SEE SHEET A10.1. E) PIPE COLUMN TO REMAIN E) WOOD POST TO REMAIN N) TACTILE EXIT SIGN - "EXIT N) TACTILE EXIT SIGN - ' EXIT ROUTE KEY NOTES B pA DATE DESCRIPTION A10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK 11 Al2.15.08 PLAN CHECK III A02,12,09 PLAN CHECK IV A A A CONTRACT DATE: BUILDING TYPE. PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B FLOOR PLAN A1.0 PLOT DATE 01.23.09 NOT USED Nis 6 -0" 3' -0" 2-6" B) 1- 6 A7.1 CB) 1 B) A7.1 10 SEE SCOPE OF WORK FOR DRIVE -THRU WINDOW INFORMATION. SEE DOOR TYPES FOR STOREFONT DOORS FINISH FLOOR Ate/ 12 A7.1 1. SEE "GLASS SCHEDULE" FOR TYPES. 2. REFER TO FLOOR PLAN, ELEVATIONS AND WALL SECTIONS FOR ROUGH OPENING DIMENSIONS. 3. NOT USED 4. ALL DIMENSIONS FOR THIS DRAWING ARE EDGE OF FRAME TO EDGE OF FRAME. 5. ALL ALUMINUM WINDOW FRAMES SHALL HAVE A "DARK-BRONZE' ANODIZED FINISH PREFERRED SUPPLIER INTERIOR DOORS, FRAMES & HARDWARE LOCKNET MIKE MOYNAHAN 100 COURCHELLE DRIVE NICHOLASVILLE. KY 40356 800- 887 -4307 FAX : 859-887-4958 GLASS SCHEDULE 1" INSULATED GLASS 1/4" TEMPERED GLASS B) 1" INSULATED TEMPERED GLASS NOTE: SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. WINDOW TYPE NOTES N.T.S. FINISH FLOOR 4' -6" FINISH FLOOR TYP. FINISH FLOOR 0 NOTE: DIMENSIONS ON THIS DWG. ARE TO FRAME EDGE REFER TO SHEET A1.0 FOR ROUGH OPENING DIMENSIONS. 8 WINDOW TYPES 1/4" = 1 -0" 9 REFERENCE NOTES: (SEE SCHEDULE FOR APPLICABLE NOTES) 1. LAMINATE DOORS 2. ALL HARDWARE SHALL BE US32D U.O,N. 3. ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N. 4 ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALLBEKEYEDALIKE. 5. PERMANENT CORES SHALL BE SHIPPED TO THE RESTAURANT GENERAL MANAGER. 6. MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY. 7. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL (WITH 18 GA. HOLLOWMETALFRAME), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP. DOOR BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE AND PANIC HARDWARE, ORDERED THRU LOCKNET SECURITY DOORS, PARTDU3670L52VED (1- 800 - 887 - 4307). 8. PROVIDE PUSH/ PULL PLATES. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE : DOR -O -MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL. 9. MOUNT KICKPLATE ON PUSH SIDE ONLY. 10. MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 5 LBS EXTERIOR MEASURED AT 90 DEGREESTOTHEDOORATTHESTRIKESIDEEDGE. 11. RESTROOM DISABLED ACCESS (BRAILLE) SIGN REQUIRED AT SIDE OF EACH DOOR - (1) MEN; (1) WOMEN 12. RESTROOM (CIRCLE &TRIANGLE) SIGNS SHALL BE PLACED ON THE DOOR AS REQUIRED BY ADA. 13. FRAMES SHALL BE PAINTED. 14. WOOD DOORS SHALL BE DL -1 LAMINATE FINISH, U.N.O. FRAMES SHALL BE PAINTED. SEE A10.0 ANDA10.1. 15. DOOR FRAME SHALL HAVE REMOVABLE DOOR STOPS. ALL ALUMINUM STOREFRONT DOOR FRAMESSHALLHAVEANDARKBRONZEANODIZEDFINISH. 16. PROVIDE SELF CLOSING HINGES AT THE ADA STALL DOORS ONLY. 17. PROVIDE BRUSH TYPE DOOR SWEEP AT ALL EXTERIOR DOOR LOCATIONS. DOOR SWEEP FINISH TO MATCHDOORFINISH. SWEEPS SHALL BE PROVIDED BY SEALEZE PART #D480CLA09BL. 1- 800 - SEALEZE NOT USED N.T.S. A6.2 DOOR SCHEDULE NOTES 1 1 I DOOR N0. DOOR SIZE an A6.1 A6.1 10 SEE SCOPE OF WORK FOR DRIVE -THRU WINDOW INFORMATION. SEE DOOR TYPES FOR STOREFONT DOORS FINISH FLOOR Ate/ 12 A7.1 1. SEE "GLASS SCHEDULE" FOR TYPES. 2. REFER TO FLOOR PLAN, ELEVATIONS AND WALL SECTIONS FOR ROUGH OPENING DIMENSIONS. 3. NOT USED 4. ALL DIMENSIONS FOR THIS DRAWING ARE EDGE OF FRAME TO EDGE OF FRAME. 5. ALL ALUMINUM WINDOW FRAMES SHALL HAVE A "DARK-BRONZE' ANODIZED FINISH PREFERRED SUPPLIER INTERIOR DOORS, FRAMES & HARDWARE LOCKNET MIKE MOYNAHAN 100 COURCHELLE DRIVE NICHOLASVILLE. KY 40356 800- 887 -4307 FAX : 859-887-4958 GLASS SCHEDULE 1" INSULATED GLASS 1/4" TEMPERED GLASS B) 1" INSULATED TEMPERED GLASS NOTE: SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. WINDOW TYPE NOTES N.T.S. FINISH FLOOR 4' -6" FINISH FLOOR TYP. FINISH FLOOR 0 NOTE: DIMENSIONS ON THIS DWG. ARE TO FRAME EDGE REFER TO SHEET A1.0 FOR ROUGH OPENING DIMENSIONS. 8 WINDOW TYPES 1/4" = 1 -0" 9 REFERENCE NOTES: (SEE SCHEDULE FOR APPLICABLE NOTES) 1. LAMINATE DOORS 2. ALL HARDWARE SHALL BE US32D U.O,N. 3. ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N. 4 ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALLBEKEYEDALIKE. 5. PERMANENT CORES SHALL BE SHIPPED TO THE RESTAURANT GENERAL MANAGER. 6. MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY. 7. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL (WITH 18 GA. HOLLOWMETALFRAME), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP. DOOR BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE AND PANIC HARDWARE, ORDERED THRU LOCKNET SECURITY DOORS, PARTDU3670L52VED (1- 800 - 887 - 4307). 8. PROVIDE PUSH/ PULL PLATES. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE : DOR -O -MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL. 9. MOUNT KICKPLATE ON PUSH SIDE ONLY. 10. MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 5 LBS EXTERIOR MEASURED AT 90 DEGREESTOTHEDOORATTHESTRIKESIDEEDGE. 11. RESTROOM DISABLED ACCESS (BRAILLE) SIGN REQUIRED AT SIDE OF EACH DOOR - (1) MEN; (1) WOMEN 12. RESTROOM (CIRCLE &TRIANGLE) SIGNS SHALL BE PLACED ON THE DOOR AS REQUIRED BY ADA. 13. FRAMES SHALL BE PAINTED. 14. WOOD DOORS SHALL BE DL -1 LAMINATE FINISH, U.N.O. FRAMES SHALL BE PAINTED. SEE A10.0 ANDA10.1. 15. DOOR FRAME SHALL HAVE REMOVABLE DOOR STOPS. ALL ALUMINUM STOREFRONT DOOR FRAMESSHALLHAVEANDARKBRONZEANODIZEDFINISH. 16. PROVIDE SELF CLOSING HINGES AT THE ADA STALL DOORS ONLY. 17. PROVIDE BRUSH TYPE DOOR SWEEP AT ALL EXTERIOR DOOR LOCATIONS. DOOR SWEEP FINISH TO MATCHDOORFINISH. SWEEPS SHALL BE PROVIDED BY SEALEZE PART #D480CLA09BL. 1- 800 - SEALEZE NOT USED N.T.S. 4 DOOR SCHEDULE NOTES 1 1 DOOR N0. DOOR SIZE BUTTS LOCKS CLOSERS KICKPLATE THRESHOLD DOOR STOP co R JJ E MISCELLANEOUS DETAIL LOCATIONS DOOR KEY NOTESwap w 1 2 3 4 1 2 3 4 5 6 1 2 3 1 2 3 4 1 2 3 4 1 2 3 UZ w IL cc 0 w cn cei LL WO Q v) 5 a f x 4 Cr-) Zz NJ 0 d z DJ Z W7Z H Zd m N N X v Ca0 N w z Q cn U 7 Oz 0 7 U o g O H w WO 0 a w U Z w Q U Z W d c CO ` m0 p N Oz Q EL Enw N z cN U wO Qd O D Z O 0 z O D x O Ww Zci) cn w J Q n w Q Z W g J U LLJ ci- U Y O WW cn w Q co OJ WW VD v0w Q n v c w0 Q a z 0 0Z O v) H CO ik n a CO W N CO N co J z U a W 0 Z 2 0 R m Q O v7vi 11 x 60 OV w d co d J O Q0 O g a. w' U a 0 F CC SH w W cn o z esZ cn CJN d W cn zZ cn 2 w Z UO cc H W O Z Q W w¢ mWO cc z d 0 0 Q W yO n O in w CO SC) 1 0 U z O Z0Q 2 Z n 0 2 z Q¢ Jm o CZ 00¢ d I- O U 1 3'- 0 "x6'- 8 "x1 -3/4" A WD E) X X X X X X X X 9/A7,1 9/A7.1 6,9,10,11,12,14 2 3-0 "x68 "x1 -3/4" A WD E) X X X X X X X X 9/A7.1 9/A7,1 6,9,10,11,12,14 3 4' -0" x T -0" x 1-3/4' B AL AL X X X X X X 6/A7.1 6/A7.1 8/A7.1 8,10,15 3' -0" x 7-0" x 1 -3/4" C AL AL X X X X X X 6/A7,1 6/A7.1 8/A7.1 8,10,15 5 3' -0" x 6' -8" x 1 -3/4" E WD HM X X X X X 10/A6.4 10/A6.4 1, 9,13 6 3-6" x 7' -0" x 1 -3/4" D HM HM X X X X X X X X 9/A6,1 9/A6.1 6, 7, 9, 10, 13, 17 DOOR SCHEDULE 2 PROVIDE LEVER TYPE DOOR HARDWARE. FALCON T511- SEE SCHEDULE DECAL SUPPLIED BY OWNER (TYP) SEE WINDOW TYPES FOR STOREFONT CONFIGURATION SEE WINDOW TYPES FOR STOREFONT CONFIGURATION FINISH FLOOR KICKPLATE KITCHEN SIDE ONLY 0 1 OIGN WHERE NOTED PULL PLATE W/ DEAD BOLT DL -1 0 FINISH FLOOR KICKPLATE BOTH 0 SIDES DENOTES FINISH MATERIAL. REFER TO SHEET A8.1 FOR FINISH SCHEDULE. DOOR TYPES 1/4' = 1' -0" 3 4”1 _ Ser„r4G 3T RE E."1" l a[ei 8EA,;H DA 9a8C.i o:aee4,911 > Set. 449 ”S6 A DATE DESCRIPTION A10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE 012.08.08 PLAN CHECK II Al2.15.08 A02.12.09 PLAN CHECK III PLAN CHECK IV A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01, 07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B DOOR & WDW ELEVATIONS/ SCHEDULE A1.1 PLOT DATE: 01.23.09 NON QTY. MINIMUM EQUIPMENT REQUIRED FOR M2B MFR. & MODEL NUMBER PLUMB ELECT GAS P - PRODUCTION LINE P -010 1 DUAL STUBBY LINE / MINI DUAL DELFIELD -GTO DRY LINE DUAL, 144 "x48 "x76" X X P -020 CHEESE MELTER STEAMER, DOUBLE, 208 /60 /1,TBS -2X,26 5 /16W x 16 3/8" D x 9 5/8 "H, 31 AMPS, 7460 WATTS X X P -030 R FRONT COUNTER TOASTER MODEL DETERMINED BY EAST/ WEST LOCATION. X TERMINAL, POSXP, CAPACITIVE, CHARCOAL, M /CELERON P -040 DIGITAL SCALE EDL- SCALE, DIGITAL, PORTION CONTROL DS1OCUSTOM. S -035 POS PAR 4000 / 3000 Q • PREPARATION / STORAGE / CLEANING Q -010 FRYER PITCO SG14 -JS AUTO GREETER X X Q -015 FRYER /RETHERMALIZER WORKSTATION. ISS- WORKSTATION, FRYER, FRYTAB3030Y MONEY COUNTER COUNTER, MONEY, F/TB, #TYR100TB, TY100 COUNTER W/ SPECIAL TB SPECIFICATIONS. SOFTWARE INCLUDES BANK OFF, NO GIFT CERTIFICATES & NO ROLL OPTION. Q -016 X 7 HGT FRZR DELFIED, #407CA - LH HINGE, W/ CASTERS X 0 -020 2- BAY RETHERMALIZER PITCO- RETHERMALIZER DOUBLE TANK RTG14S2 X X Q -030 COOK TIMER TIMER, ZAP, TB, 12- CHANNEL, #TBZAP12 X Q -031 COOK TIMER TIMER, 8 CHNL, FAST #TRACK24XTB X Q -040 HOT WATER SYSTEM BUNN- MACHINE, HOT WATER, 5 GALLON, H5X -40 -208 X X 0 -050 PREP SINK ADTB -SINK, (1) COMP, #94- 1- 24 -18RL X 0 -055 2 HANDWASHING SINK INOVATORS INTERNATIONAL #WS1417 -1 T &S FAUCET #79231/FOOT PEDAL #79075) X 0 -060 3 COMP SINK 102 "L x 30 "D (L to R) METCRAFT 200PB49LXIRS53NP X X Q -070 HEATED CABINETS BVLS- CABINET, HOLDING, FULL SIZE, #CS82CH8 120 /LH) #10605,S /S, DUTCH DOORS X 0 -080 DIGITAL THERMOMETER R • FRONT COUNTER R -010 1 INTERIOR MENU BOARD PACKAGE EVERBRITE X R -020 RECEIPT PRINTER X R -030 1 CUP DISPENSER SLEEVE SET 4- A.J. ANTUNES, DIAL -A -CUP SLEEVES, 8 -320Z 1- A.J. ANTUNES, DIAL -A -CUP SLEEVES, 8 -440Z S • DRIVE THRU S -010 1 EXTERIOR MENUBOARD x S -020 1 ORDER CONFIRMATION BOARD OCB) DNG -ORDER CONFIRMATION BOARD, TB, 15 ", DELPHI #9200 - 150 -E -TB E SERIES, INCLUDES : X S -030 COMMUNICATION SYSTEM HME SYSTEM 400,(N9DM WIRELESS D/T, C11192 X S -040 RECEIPT PRINTER WITH POS SYSTEM X S -050 1 DRIVE THRU DRINK STATION X X S -060 1 CUP DISPENSER ANTNS- DISPENSING UNIT, CUP DACS50 W/ CUP DISPENSER MOUNTING BRACKET S -070 1 OVERHEAD ICE MACHINE MNTWC - CUBER, 1200 #,115/60/1, QY1474C X X S -080 1 PRICE CONFIRMATION BOARD EVRBRT - BOARD, PRICE CONFIRMATION, DT E00687S (WEDGE MOUNT F /PAR 3230 REGISTER). X S -090 DT TIMER DRIVE -THRU TIMING SYSTEM 30, C11073, W/ VEHICLE X 3 -440 2 FLUSH MOUNTED LID DISPENSER TRAEX #FML -3V S -441 1 FLUSH MOUNTED WRAPPED STRAW DISPENSER TRAEX #MRB -2 S -543 1 FRUITISTA DISPENSER FDB #563 WITH BUCK -N -BOOST TRANSFORMER AS NEEDED X S -458 1 TABLE: 24 "W x 30 "D ISS #WST1333YA W/ CASTERS X T - DRINK STATION T -010 1 SELF SERVE DRINK STATION RE -USE EXISTING TABLE WHEN POSSIBLE X X T -020 1 OVERHEAD ICE MACHINE MNTWC- CUBER, 1200 #,115/60/1, 0Y1474C X X T -030 BnB RACK WITH PEPSI PACKAGE T -040 BULK CO2 T -050 WATER FILTER SELECTO #MF5 -620 -5 X B • CONTRACTOR BUILDING ELEMENTS BY GENERAL CONTRACTOR 3 -240 3 SOAP DISPENSER (WALL MOUNT) KAY 3675 SEE A10.1 3 -265 2 MIRROR, 18' X 36" BOBRICK #B- 165 -1836 SURFACE MTD B -275 2 TOILET PAPER DISPENSER BOBRICK B2890 SURFACE MTD B -290 2 PAPER TOWEL DISPENSER BOBRICK #B -262 SURFACE MTD B -300 2 GRAB BAR 1 -1/2 "DIA X 36" S.S. FIN. BOBRICK #86806X42 SURFACE MTD B -305 2 GRAB BAR 1 -1/2 "DIA X 42" S.S. FIN. BOBRICK #B6806X42 SURFACEMTD V M • MISCELLANEOUS F -050 IDU (ROUTER) CREDIT CARD READER EQUIP. IN OFFICE REQ'D FOR COMPANY - OPTIONAL FOR FRANCH, LOCATE ON TOP SHELF IN MGR. OFFICE X U -061 CREDIT CARD READER REQ'D FOR COMPANY AND OPTIONAL FOR FRANCHISEES X PICK -UP WINDOW r - i L_J TOTAL DRY STORAGE PROVIDED = 34 LF NO. QTY. HIGHLY RECOMMENDED EQUIPMENT FOR M2B MFR. & MODEL NUMBER PLUME ELECT GAS P PRODUCTION LINE P -025 CHEESE MELTER REVERSE OSMOSIS UNIT EVERPURE #MRS -20T X Q PREPARATION / STORAGE / CLEANING Q -045 WATER SOFTNER CEC -WATER SOFTNER, W /SALT CUNO #TBSM1254E, MONITOR,24 -VOLT TRANSFORMER, 7 WORKING x R FRONT COUNTER R -015 POS PAR 4000 / 3000 TERMINAL, POSXP, CAPACITIVE, CHARCOAL, M /CELERON X S DRIVE THRU S -035 POS PAR 4000 / 3000 TERMINAL, POSXP, CAPACITIVE, CHARCOAL, M /CELERON X S -085 AUTO GREETER PART OF THE HME BASE STATION X T OFFICE T -015 MONEY COUNTER COUNTER, MONEY, F/TB, #TYR100TB, TY100 COUNTER W/ SPECIAL TB SPECIFICATIONS. SOFTWARE INCLUDES BANK OFF, NO GIFT CERTIFICATES & NO ROLL OPTION. X EQUIPMENT SCHEDULE D A. GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY DISONNECTING /RECONNECTING OF THE BEVERAGE SYSTEM TO ACCOMMODATE THE INSTALLATION OF THE NEW BEVERAGE COUNTER. EQUIPMENT PLAN NOTES C N) WATER HEATER. N) S.S. DRINK STATION. E) CO2 TANK E) BAG IN A BOX E) MOP SINK C6—) (E) 3 COMPARTMENT SINK E) REACH IN FREEZER E) DRY STORAGE C_92 (E) ELECTRICAL PANELS 10 (E) WALK IN COOLER E) PREP SINK E) RELOCATED HOT WATER SYSTEM E) HOOD AND COOKING EQUIPMENT N) STAINLESS STEEL TABLES E) HEATING CABINETS RELOCATE AS NOTED EQUIPMENT PLAN 14 =1 -o" KEY NOTES B QA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11,14.08 SITE PLAN UPDATE 012,08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III A02.12.09 PLAN CHECK IV 0 CONTRACT DATE: 07.01.07 BUILDING TYPE, M2B PLAN VERSION Aug08 SITE NUMBER: 296470 STORE NUMBER: 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B EQUIPMENT PLAN A2.0 PLOT DATE. 01.23.09 PICK -UP WINDOW DRINK STATION KITCHEN WALK -IN COOLER 5' -9 CUSTOMER AREA DINING ENTRY TOTAL SEATS = 48 3-10" R14' -7^ WOMEN 7-0" 12" TYP. k k ENTRY GENERAL NOTES: G.C. SHALL PROVIDE A CLEAR SILICONE SEAL JOINT AT ALL PERMANENTLY MOUNTED EQUIPMENT, COUNTERS AND CEILIING GRID THROUGHOUT THE ENTIRE STORE. MASKING TAPE SHALL BE USED ON JOINTS EXCEEDING 1/4" TO PROVIDE A COVED CORNER. SEE SHEET A10.0 AND REFER TO SCOPE OF WORK. NORTH SEATING PLAN v4' =1 -0 A 1 ei 1" CONTRASTING LETTERS NOTES: OCCUPANCY LOAD SIGN PER CBC 1007.2.6 OCCUPANT LOAD SIGN 0 QTY. ITEM REMARKS 0 1 DIVIDER WALL & SETTEE BY SEATING VENDOR 0 3 DINING ROOM SCREEN BY SEATING VENDOR 0 3 MTL. SCREEN BY SEATING VENDOR 1 TRASH RECEPTACLE / TRAY RETURN 21" x 22" , BY SEATING VENDOR 0 1 TRASH RECEPTACLE / TRAY RETURN 22" x 42" , BY SEATING VENDOR 0 1 CONDIMENT COUNTER BY SEATING VENDOR 0 19 LOOSE CHAIR BY OWNER 0 1 SERVING COUNTER BY SEATING VENDOR 0 1 KID'S MEAL DISPLAY BY OWNER 10 1 SELF -SERVE DRINK STATION NEW 0 13 HIGH STOOL BY OWNER 12 1 CORNER BOOTH BY SEATING VENDOR 3 BOOTHS BY SEATING VENDOR 14 3 SMALL OVAL TABLES (HIGH) BY SEATING VENDOR 15 1 LARGE OVAL TABLE (HIGH) BY SEATING VENDOR 16 3 24x42 HC TABLE (LOW) BY SEATING VENDOR 17 24x42 TABLE (LOW) BY SEATING VENDOR 5 15x24 TABLE (LOW) BY SEATING VENDOR BY DECOR VENDOR SEATING PACKAGE E 0 QTY. ITEM REMARKS G1 1 OPEN LATE" #TB01a (35 1/2 "W x 3 DRIVE -THRU" #TB01b (35 1/2 "W X 45 "H) G3 2 EMPTY" #TB01 c (35 1/2"W x 45'H) G4 1 TACO BELL QUALITY" #TL11 (26 "W x 52 "H) 1 NUTRITION POSTER' (22W X 12 "H) BY DECOR VENDOR ARTWORK SCHEDULE D EQUIPMENT PLAN NOTES 1. ' HOLD" DIMENSIONS ARE FROM FACE OF WALL / WAINSCOT FINISH. 2. G.C. TO CONFIRM "HOLD" DIMENSIONS WITH EQUIPMENT MFR / VENDOR. 3. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING FIXTURE WILL NOT BE ACCEPTED. 4 ALL DIMENSIONS FOR SEATING / CORE DRILL PLAN SHALL BE FROM FACE OF GYP BD. 5. VERIFY ALL DIMENSIONS WITH SEATING VENDOR PRIOR TO INSTALLATION. 6. NOT USED 7. SEE INTERIOR ELEVATIONS A10.0 FOR LOCATION OF SEATING VENDOR SUPPLIED ARTWORK. 8. PROVIDE THE FOLLOWING HARDWARE FOR EACH CABINET DOOR: KNOB: STANLEY4482 (1 EA) CATCH: STANLEY SP35 (1 EA) HINGE: STANLEY 1588 (2 EA) 9. VERIFY CORE DRILL LOCATIONS FOR DINING COUNTER WALL LEGS WITH VENDOR. 10. REFER TO SC SHEETS FOR SCOPE OF WORK RESPONSIBILITIES. 11. (H) - SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS. 12. (M) - SYMBOL DENOTES A MOVABLE TABLE 5,- SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE. SEATING PLAN NOTES SERVICE COUNTER. SPLASH GUARD. CORNER GUARD. SEE SHEET A10.0 FOR LOCATION. 30' x 48" CLEAR FLOOR SPACE FOR HANDICAP ACCESS 6 ) HIGHCHAIR MOUNT 'G4 ON PLYWOOD BACKER PROVIDED BY DECOR VENDOR 9) RADIUS CENTERLINE FOR POP LADDER, RADIUS WALL AND SOFFIT ABOVE PROVIDE OCCUPANT LOAD SIGN AT DINING ROOM. KEY NOTES B 821 ESE':: in £'NFF.t LONG 9EACtl CA 9O9C3 457 X39 :SB5 A DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 A02.12.09 PLAN CHECK III PLAN CHECK IV A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION. SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B SEATING PLAN A2.1 PLOT DATE 01.23.09 MAXIMUM OCCUPANT CAPACITY 67 PERSONS 1" CONTRASTING LETTERS NOTES: OCCUPANCY LOAD SIGN PER CBC 1007.2.6 OCCUPANT LOAD SIGN 0 QTY. ITEM REMARKS 0 1 DIVIDER WALL & SETTEE BY SEATING VENDOR 0 3 DINING ROOM SCREEN BY SEATING VENDOR 0 3 MTL. SCREEN BY SEATING VENDOR 1 TRASH RECEPTACLE / TRAY RETURN 21" x 22" , BY SEATING VENDOR 0 1 TRASH RECEPTACLE / TRAY RETURN 22" x 42" , BY SEATING VENDOR 0 1 CONDIMENT COUNTER BY SEATING VENDOR 0 19 LOOSE CHAIR BY OWNER 0 1 SERVING COUNTER BY SEATING VENDOR 0 1 KID'S MEAL DISPLAY BY OWNER 10 1 SELF -SERVE DRINK STATION NEW 0 13 HIGH STOOL BY OWNER 12 1 CORNER BOOTH BY SEATING VENDOR 3 BOOTHS BY SEATING VENDOR 14 3 SMALL OVAL TABLES (HIGH) BY SEATING VENDOR 15 1 LARGE OVAL TABLE (HIGH) BY SEATING VENDOR 16 3 24x42 HC TABLE (LOW) BY SEATING VENDOR 17 24x42 TABLE (LOW) BY SEATING VENDOR 5 15x24 TABLE (LOW) BY SEATING VENDOR BY DECOR VENDOR SEATING PACKAGE E 0 QTY. ITEM REMARKS G1 1 OPEN LATE" #TB01a (35 1/2 "W x 3 DRIVE -THRU" #TB01b (35 1/2 "W X 45 "H) G3 2 EMPTY" #TB01 c (35 1/2"W x 45'H) G4 1 TACO BELL QUALITY" #TL11 (26 "W x 52 "H) 1 NUTRITION POSTER' (22W X 12 "H) BY DECOR VENDOR ARTWORK SCHEDULE D EQUIPMENT PLAN NOTES 1. ' HOLD" DIMENSIONS ARE FROM FACE OF WALL / WAINSCOT FINISH. 2. G.C. TO CONFIRM "HOLD" DIMENSIONS WITH EQUIPMENT MFR / VENDOR. 3. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING FIXTURE WILL NOT BE ACCEPTED. 4 ALL DIMENSIONS FOR SEATING / CORE DRILL PLAN SHALL BE FROM FACE OF GYP BD. 5. VERIFY ALL DIMENSIONS WITH SEATING VENDOR PRIOR TO INSTALLATION. 6. NOT USED 7. SEE INTERIOR ELEVATIONS A10.0 FOR LOCATION OF SEATING VENDOR SUPPLIED ARTWORK. 8. PROVIDE THE FOLLOWING HARDWARE FOR EACH CABINET DOOR: KNOB: STANLEY4482 (1 EA) CATCH: STANLEY SP35 (1 EA) HINGE: STANLEY 1588 (2 EA) 9. VERIFY CORE DRILL LOCATIONS FOR DINING COUNTER WALL LEGS WITH VENDOR. 10. REFER TO SC SHEETS FOR SCOPE OF WORK RESPONSIBILITIES. 11. (H) - SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS. 12. (M) - SYMBOL DENOTES A MOVABLE TABLE 5,- SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE. SEATING PLAN NOTES SERVICE COUNTER. SPLASH GUARD. CORNER GUARD. SEE SHEET A10.0 FOR LOCATION. 30' x 48" CLEAR FLOOR SPACE FOR HANDICAP ACCESS 6 ) HIGHCHAIR MOUNT 'G4 ON PLYWOOD BACKER PROVIDED BY DECOR VENDOR 9) RADIUS CENTERLINE FOR POP LADDER, RADIUS WALL AND SOFFIT ABOVE PROVIDE OCCUPANT LOAD SIGN AT DINING ROOM. KEY NOTES B 821 ESE':: in £'NFF.t LONG 9EACtl CA 9O9C3 457 X39 :SB5 A DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 A02.12.09 PLAN CHECK III PLAN CHECK IV A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION. SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B SEATING PLAN A2.1 PLOT DATE 01.23.09 SAFETY RAILING SYSTEM. MODEL #:RL -S SAFETY RAILNG SYSTEM BY B LCC SA EY EGRESS AND INGRESS HROUGH ROOF TYPE ACCESS HATCHES AND FOR PROTECT OF ROOF OP NIVG WHILE ROOF HATCH IS JP. MEETS OSHA' STANDARDS CFR 29 1910 23 AND CFR 29 1910 27 GUARD RAIL-I-1/1'1D A53 GRADE B SEAMED STEEL DOJBLE LADDEJP SAFETY POST° SYSTEM, EX'ENA3E TO MIN. 30' ABOVE CURB OF ROOF LATCH. MODEL # LU 1 18' -0" T.O. NEW PARAPE 5 SIM. 30' -34" 2 LOPE SLOP C.6) A6 0 MEA_ CNAN 0mm B A6.1 7:12 SLOPE CB) A A6.1 7:12 SLOPE C8) o CBS om BELOW w O m A6 3 18' -0" T.O. NEW PARAPET 1.. 2 10' -2" 3' -2" N Ln m r w0O n 1 19 CU f ww Ln w 12 f w 0NJr 1/2' 12 SLOPE C L_ 1/2' 12 SLOPE 18' -0" T.O. NEW PARAPET RECISION ROOF LADDER 2-6 X3 0 SJDTTLE FOR LADDER ACCESS -YPE'S MOLDED SAFETY GAP l8' PO_YUREHAN_ SEE DETAIL D 0 ROOFING DOUBLE TRUSS 2x4 WD. STJD ALUr1. LADDER FRP OVER 5/8' EXTERIOR GRADE PLYWJ, OVER 2x4 STUDS @ 16" 0.C. NOTE: LADDER W!TDH = 18 RUNG SPACE NOT TO EXCEED 1 2" (CMC- 910.6) FLOOR FINISH SUSPENDED CEILING PROVIDE 2X8 BLOCKING (3X6X3/16 STL PLATE) AT LADDER CONNECTION POINTS (ATTACH W/2 -3/8 DIA 1 -1/2 LAG BOLTS) 15-) 16' -11" B A6.1 SLOPE SLOPE 15' -1 " SLOPE N 0 m C8) SIM. 24.22" 18 -0" T.O. NEW PARAPET w 0 8 A6.3 3 4 4 r— I r7 c0 E- 0 FLANGE FRAME HINGE PREMANUFACTURED GALV. MTL. ACCESS DOOR- PRIMED. PAINT IN FIELD. 245X24" OR AS REQ'D. MFR: NYSTROM XT- SERIES FOR EXTERIOR APPLICATIONS (800) 547 -2635 2x WD. BLK'G. AS REQ'D. EIFS ROOF ACCESS LADDER 1/2' =1 -0" ACCESS HATCH 3 = 1 -0" NORTH ROOF PLAN 1/4 " =1 -o' 11 l WATERPROOFING: A. PAINT UNDERSIDE OF PARAPET CAP FLASHING WITH FACTORY BONDED PAINT GRIP OR PRIMER. B. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED. C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS. D. SEE SPECIFICATIONS FOR SEALANT SPECS. E. ALL SHEET MTL FLASHING SHALL BE 22 GA MIN. FIRE DEPARTMENT NOTES: A. BUILT -UFO ROOF COVERING MATERIALS SHALL BEAR UL LABELS WITH FIRE EXPOSURE CLASS "A SEE SPECS SECTION 7550/7555 MISCELLANEOUS. A. NO ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL BE ALLOWED. B. EXHAUST FANS MIN. 10' -0" AWAY FROM ALL AIR INTAKE / SUPPLY. ROOF PLAN NOTES C NEW STUCCO ARCH PER DETAILS 1 & 2 / A6.0 NOT USED NEW BUILT UP ROOF. PROVIDE NEW JHONS MANVILLE "4GNC" - UL # 790 EXISTING ROOF EQUIPMENT TO REMAIN NEW PARAPET (TYP). SEE DETAIL A'A6,0 Cg--) NEW TRELLIS /AWNINGS. SEE DETAIL 9/A7.0 & SCOPE OF WORK DECORATIVE FACADE. C8 ) US TILE - CLAY MISSION TILE - EL CAMINO BLEND. ICC ES# ER -3523 9 ) (E) ROOF TO BE PROTECTED & MAINTAINED (PATCH & REPAIR ANY DAMAGED AREAS). SEE DEMO NOTE 'C' ON SHEET D1.0 PROVIDE AS REQUIRED 12x24 GALV, PREMANUFACTURED MTL. LOUVER 8' -0" O.C. PRIMED & PAINTED IN FIELD. MFR: RUSKIN (OR EQUAL) MODEL NO: L6811. SEE DETAIL 3/A7.0 EXISTING WALKIN COOLER. NEW 4" dia ROOF DRAIN AND 4" dia OVERFLOW. MODIFIED PARAPET WALL, 18' -0" A.F.F. NOT USED. NEW EXPRESSION PANEL TRELLIS SEE 13/A7.0. CENTER OVER EXPRESSION PANEL, SEE SHEET A1.0 FOR LOCATION. C16) NEW HEAVY TIMBER WOOD TRELLIS NEW ROOF ACCESS HATCH SEE DETAILS D & E THIS SHEET EXISTING PARAPET AT —15-5 1/2' A.F.F. 19-) TOWER ACCESS DOOR ROOF PLAN KEY NOTES B 4827 a SE-::ON. xor <r. a =ac:x. r.. 0.44Sfir. sA, DATE DESCRIPTIOP 10.28.08 PLAN CHECK P11.14.08 SITE PLAN UPDATE L12.08.08 PLAN CHECK 012.15.08 A02.12.09 PLAN CHECK I PLAN CHECK 11 0 A D CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B ROOF PLAN A3.0 PLOT DATE: 01.23.01 7 L_ L_ I m 17 L_v7 7 0 L J r— I r7 c0 E- 0 FLANGE FRAME HINGE PREMANUFACTURED GALV. MTL. ACCESS DOOR- PRIMED. PAINT IN FIELD. 245X24" OR AS REQ'D. MFR: NYSTROM XT- SERIES FOR EXTERIOR APPLICATIONS (800) 547 -2635 2x WD. BLK'G. AS REQ'D. EIFS ROOF ACCESS LADDER 1/2' =1 -0" ACCESS HATCH 3 = 1 -0" NORTH ROOF PLAN 1/4 " =1 -o' 11 l WATERPROOFING: A. PAINT UNDERSIDE OF PARAPET CAP FLASHING WITH FACTORY BONDED PAINT GRIP OR PRIMER. B. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED. C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS. D. SEE SPECIFICATIONS FOR SEALANT SPECS. E. ALL SHEET MTL FLASHING SHALL BE 22 GA MIN. FIRE DEPARTMENT NOTES: A. BUILT -UFO ROOF COVERING MATERIALS SHALL BEAR UL LABELS WITH FIRE EXPOSURE CLASS "A SEE SPECS SECTION 7550/7555 MISCELLANEOUS. A. NO ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL BE ALLOWED. B. EXHAUST FANS MIN. 10' -0" AWAY FROM ALL AIR INTAKE / SUPPLY. ROOF PLAN NOTES C NEW STUCCO ARCH PER DETAILS 1 & 2 / A6.0 NOT USED NEW BUILT UP ROOF. PROVIDE NEW JHONS MANVILLE "4GNC" - UL # 790 EXISTING ROOF EQUIPMENT TO REMAIN NEW PARAPET (TYP). SEE DETAIL A'A6,0 Cg--) NEW TRELLIS /AWNINGS. SEE DETAIL 9/A7.0 & SCOPE OF WORK DECORATIVE FACADE. C8 ) US TILE - CLAY MISSION TILE - EL CAMINO BLEND. ICC ES# ER -3523 9 ) (E) ROOF TO BE PROTECTED & MAINTAINED (PATCH & REPAIR ANY DAMAGED AREAS). SEE DEMO NOTE 'C' ON SHEET D1.0 PROVIDE AS REQUIRED 12x24 GALV, PREMANUFACTURED MTL. LOUVER 8' -0" O.C. PRIMED & PAINTED IN FIELD. MFR: RUSKIN (OR EQUAL) MODEL NO: L6811. SEE DETAIL 3/A7.0 EXISTING WALKIN COOLER. NEW 4" dia ROOF DRAIN AND 4" dia OVERFLOW. MODIFIED PARAPET WALL, 18' -0" A.F.F. NOT USED. NEW EXPRESSION PANEL TRELLIS SEE 13/A7.0. CENTER OVER EXPRESSION PANEL, SEE SHEET A1.0 FOR LOCATION. C16) NEW HEAVY TIMBER WOOD TRELLIS NEW ROOF ACCESS HATCH SEE DETAILS D & E THIS SHEET EXISTING PARAPET AT —15-5 1/2' A.F.F. 19-) TOWER ACCESS DOOR ROOF PLAN KEY NOTES B 4827 a SE-::ON. xor <r. a =ac:x. r.. 0.44Sfir. sA, DATE DESCRIPTIOP 10.28.08 PLAN CHECK P11.14.08 SITE PLAN UPDATE L12.08.08 PLAN CHECK 012.15.08 A02.12.09 PLAN CHECK I PLAN CHECK 11 0 A D CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B ROOF PLAN A3.0 PLOT DATE: 01.23.01 T.O. BUILDING T.O. PARAPET FRAMING 10' -4" B.O. TREWS B.O. TRELLIS 4. 8.0O. TRELLIS T.O. T.O. SLAB T.O. ARCH 2 SIM, E) PERAPET OUTLINE E) ROOF LINE V -075> U 18) OPEN TYP. 3 3 TYP. 22' -0" T.O. ARCH 7 6 17 r A A5.0 2 )— 2 1JUI C 1 2 V V -075> 6 V -086> TYP. 4 1 2 5 10-3' B.0. TREI RIGHT SIDE ELEVATION 1/4' =1' -0" 25' -8" T.O. BUILDING 22'-0 "ALT.O. ARCH 18 -0' T,O. PARAPET FRAMING B.O. TRELLIS B.O. TRELLIS T.O. SLAB FRONT ELEVATION 1/4 =1 -0" SYMBOL QTY ITEM DESCRIPTION ELECv -xxx> COLOR V -050 2 TACO BELL TOWER CANOPY 9' -2 "W x 6' -5 "D x 1' -0 1/4 "H (a) X V -056 5 TACO BELL FLYING ARCH (NOTCHED)16' -5 "W x 3' -3" + 1' -3 "H x 3-0"D V -057 1 TACO BELL D/T CANOPY 14' -6 "W x 4-0 "D x 1'- 01/4 "H (a) X V -060 3 TACO BELL 'BELL' SIGN 4-10 1/2 "W x 4' -6 1/4 "H X V -065 3 TACO BELL SIGN 9' -2 "W x 9 1 /8 "H X V -075 7 TACO BELL ARCHED LATTICE CANOPY (a) V -086 12 TACO BELL LIGHT FIXTURE X EXPRESSION PANEL COLOR SHERWIN WILLIAMS GOLDEN RULE SW63834A V -062 ** 1 METAL BELL AVOCADO SW2861 V -070 2 TACO BELL TRELLIS 7' -0 "W x 1-0 "H x 3' -0 "D (a) V -071 1 TACO BELL TRELLIS 13' -0 "W x 1' -0 "h X 3' -0 "D (a) SHERWIN WILLIAMS ROOKWOOD TERRA COTTA SW2803 a) Provide dark bronze paint color SHERWIN WILLIAMS PLUMMY SW6558 b) Provide blocking for all signs, canopies and trellis' 4D REQUIRES LIGHT FIXTURE(S). SEE ELECTRICAL. SHERWIN WILLIAMS 7069 "IRON ORE" THIS ITEM IS NOT INSTALLED BY THE LOCAL SIGNAGE INSTALLER, SEE SCOPE OF WORK. 5 SIGN /AWNING /CANOPY SCHEDULE F TYP. 22' -0" T.O. ARCH 7 6 17 r A A5.0 2 )— 2 1JUI C 1 2 V V -075> 6 V -086> TYP. 4 1 2 5 10-3' B.0. TREI RIGHT SIDE ELEVATION 1/4' =1' -0" 25' -8" T.O. BUILDING 22'-0 "ALT.O. ARCH 18 -0' T,O. PARAPET FRAMING B.O. TRELLIS B.O. TRELLIS T.O. SLAB FRONT ELEVATION 1/4 =1 -0" SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. ALTERNATE COLOR MAIN WALL COLOR SHERWIN WILLIAMS CAMELBACK SW61221 ACCENT WALL COLOR SHERWIN WILLIAMS AMBER WAVE SW66572 3 ACCENT WALL COLOR SHERWIN WILLIAMS ROOKWOOD CLAY SW2823 EXPRESSION PANEL COLOR SHERWIN WILLIAMS GOLDEN RULE SW63834A EXPRESSION PANEL COLOR SHERWIN WILLIAMS AVOCADO SW28614B 4C EXPRESSION PANEL COLOR SHERWIN WILLIAMS ROOKWOOD TERRA COTTA SW2803 EXPRESSION PANEL COLOR SHERWIN WILLIAMS PLUMMY SW65584D TACO BELL PARAPET CAP COLOR SHERWIN WILLIAMS 7069 "IRON ORE" 5 6 WAINSCOT STONE CORONADO STONE IDAHO DRYSTACK CARMEL MOUNTAIN OWENS CORNING CULTURED STONE COUNTRY LEDGE STONE WALNUT - CSU2004J GROUT FOR STONE WAINSCOT CUSTOM BUILDING PRODUCTS 45 SUMMER WHEAT 2" SILL CORONADO STONE CHABLIS CHISELED SILL 7 PIPE BOLLARDS SHERWIN WILLIAMS DOT YELLOW8 EXTERIOR PAINT SCHEDULE E MISCELLANEOUS A. SEE SHEET A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS. B. SEE DETAILS 10 & 14/A7.0 FOR AWNING BLOCKING REQUIREMENTS. NO ATTACHMENT BOLTS SHALL BE VISIBLE ON ASSOCIATE INTERIOR WALL SURFACE. C. SEE SCOPE OF WORK FOR RESPONSIBILITIES. D. PROVIDE BLOCKING FOR SIGNAGE, TRELLIS AND CANOPY. SEALERS (REFER TO SPECS): A. SEALANT AT ALL WALL AND ROOF PENETRATIONS. B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMB. DENOTES EXTERIOR FINISH. DENOTES SIGN /AWNING /CANOPY ITEMS - VENDOR SUPPLIED AND INSTALLED. SEE THE SCOPE OF WORK SHEETS. EXTERIOR FINISH 1. CONTACT FOR EXTERIOR FINISH #6 AND #7 IS: CORONADO PRODUCTS MERIDITH ZEIGLER - ARCH REP 11191 CALABASH AVENUE FONTANA, CA92337 PH: 949- 254 -0046 GENERAL NOTES D C. 8) C9) STUCCO SANTA BARBARA FINISH GALV METAL COPING - PRIME AND PAINT IN FIELD. ACCENT BAND CANOPY AND TRELLIS. SEE SCOPE OF WORK. BUILDING SIGN, SEE SCOPE OF WORK. WALL LIGHTING, CENTER OVER EXPRESSION PANEL OR AS SHOWN. HIGH IMPACT TRIM DETAIL SPLASHBLOCK. HOSE BIB - ALIGN W/ ADJACENT PERPENDICULAR INTERIOR WALL. 10) CO2 FILLER VALVE & COVER. US TILE - CLAY MISSION TILE - EL CAMINO BLEND. ICC ES# ER -3523 6x8 RAFTER TAILS @ 48" O.C. USE CORONADO PRE- MOLDED PIECES @ CORNERS, TYP. U.O.N. STUCCO BAND INDICATES ROOF BEYOND. CIO HORIZONTAL TRIM BAND. SEE DETAILS 11/A6.3 & E /A4,0. BAND PAINT COLOR SHALL BE APPLIED TO TOP, BOTTOM & FACE OF BAND. CULTURED STONE WAINSCOT AND CAPSTONE A B C18. DECORATIVE NEW WOOD /HEAVY TIMBER TRELLIS. PAINT WITH " SANTA BAR[ ARA" WOOD STAIN C16) GAS METER. DO NOT PAINT METER. 20) WHITE STUCCO ARCH ROOF ACCESS LADDER. PRICE CONFIRMATION BOARD. SEE EQUIPMENT PLAN A2.0. SEE DETAIL 9/A6.2 FOR EXPRESSION PANEL / TRIM. ROOF DRAINS AND OVERFLOW PIPES SHALL EXTEND 2' BEYOND FINISHED SURFACE THRU HOLE 1" LARGER THAN LEADER SIZE, SEALED WITH BACKER ROD AND SEALANT. OPEN LATE SIGN', IS SUPPLIED BY THE OWNER THROUGH THE DISTRIBUTOR, AND IS NOT PART OF THE SIGNS AND AWNINGS PACKAGE. TRIM AT DRIVE -THRU. STEEL BOLLARD. 18 GA. PAINTED STEEL U- CHANNEL TO EXTEND TO TOP OF WAINSCOT. PAINT TO MATCH ACCENT BAND AROUND DOOR RTU LOCATION. STUCCO ARCH TOWER NOT USED USE SPECIAL CORONADO CORNER STONES OF 110' AND 70c AT TOWER LEGS. SWTICHGEAR. 29) 30) KEY NOTES C Ea, t $tcotee ErRES} LONG 00.3004. C+ 90003 409e, /40,4114340393 433 6E2.433 3550 t 1E2 430 359E Q DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 A02.12.09 PLAN CHECK IV PLAN CHECK III 0 A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07 01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B EXTERIOR ELEVATIONS A4.0 PLOT DATE: 01.23.09 20 nr 18) BEYOND Frnnn C6) V -084> TYP. 4' -0° CU TYP. CO V -086> TYP. E) WALK IN COOLER WALL 20) 17 13 6 O 25 -0" T.O. BUILDING 8' -0" T.O. PARAPET FRAMING odk 10`4' Wi B.O. TRELLIS TYP. EXTERIOR WALL OPENING CALCULATION PER CBC TABLE 704_8 WINDOW #5 = 5' x 6' = 30 SQ.FT. WALL = 18' -0" x 11'-11" = 214.5 SQ,FT OPENING = 30/214.5 = .139 OR 13.9 MAX OPENING ALLOWED AT 20' = 45% OK T.O. T.O. SLAB 14D 4C 4A 4B 4 4B 4A 4D i 15 \ 4C 4 1 1,_2, 16 A7101 m SEE EXTERIOR PAINT SCHEDULE, E/A4.0, FOR FINISH NOTES. T.O. ARCH T.O. PARAPET FRAMING 10' -4" _ _ _ B.O. TRELLIS nn 1 22 -0" T.O. ARCH SEE EXTERIOR PAINT SCHEDULE, E /A4,0, FOR FINISH NOTES. LEFT SIDE ELEVATION 1/4' = 6 7 3 E) WALK IN COOLER WALL EXPRESSION PANEL 1/2 ° =1' =0° 4 SEE EXTERIOR PAINT SCHEDULE, E /A4.0, FOR FINISH NOTES, A REAR ELEVATION 1/4 =1' -0" B 4891 c SECOND NIHF @t LONG ACH, OA 90803 r+ :rld4< 1talFez. 129. i$US t 64-1.tl99.9 fi95 QA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III 002.12.09 PLAN CHECK IV A A CONTRACT DATE: 07.01.07 BUILDING TYPE: M2B PLAN VERSION: Aug08 SITE NUMBER: 296470 STORE NUMBER: 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B EXTERIOR ELEVATIONS A4.1 PLOT DATE: 01.23.09 sEL. +25-8" TOP OF ARCH NOTCHED) TACO BELL FLYING ARCH, SEE DETAIL 17/A6.0 AND SCOPE OF WORK 1 "0 DIAGONAL SUPPORT ROD TO STEEL PL LETTER SIGN OEL. 11-6" B.O. BEAM al EL. 6' -0" TOP OF VENEER CAP ENTRY STOREFRONT WEL. 0' -0" TOP OF SLAB N) ROOF FRAMING N) R -30 INSULATION N) SUSPENDED CEILING @ 10' A.F.F. IN DINING AREA N) D.W. SOFFIT @ 8' -1" ±, SEE CEILING PLAN DINING EXISTING PARAPET WALL EXISTING I -BEAMS TO REMAIN MECHANICAL EQUIPMENT EX. ROOF RAFTERS N) D.W. SOFFIT @ 8' -1" ±, SEE CEILING PLAN N) SUSPENDED CEILING @ 8' -2 1/2" A.F.F. IN DINING AREA KITCHEN e HEAVY TIMBER TRELLIS R.R. R -19 BATT INSULATION KITCHEN l L 4 18 -0" N) T.O.P. 415-51/2" E) T.O.P. 49' -101 /2" A.F.F. 1-21/2" E) CEILING BUILDING SECTION "A" 1/4' =1 -0' A PROPERTYLINE 50' 2x8 @ R.R. @ 16" 0.0. CLAY MISSION TILE WEL. +18 -0" TOP OF PLATE 6x8 RAFTER TAILS @ 48' 0.C. DBL. TOP PLATE diEL. +11' -6' @ LOW SIDE BOTTOM OF JOIST dAlkEL +10-0" B.O.SUSP.CLG. WEL. 3-1 1/2" SILL (R.O.) CULTURED STONE VENEER odi EL. 0-0" TOP OF SLAB 12 CRICKET PER ROOF PLAN MECHANICAL EQUIPMENT R 30 INSULATION N) SUSPENDED CEILING @ 10 A.F.F. IN DINING AREA 19 BATT INSULATION rSLAB ON GRADE PER STRUCTURAL DWG'S, R -19 BATT INSULATION STUCCO OVER 1/2" PLYWOOD TYP. STONE VENEER PER ELEVATIONS SITE LINE STUDY 1/16' = 1 -0" BUILDING SECTION "B" 1/4' =1'0" 4221 F SEC086 SFgr!r LONG 9ECC14 . CR 9O$C3 xwn •naCOCeeiWP com @52.429 -3096 552.432 d699 s DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE 012.08.08 PLAN CHECK II 012,15.08 PLAN CHECK III A02.12.09 PLAN CHECK IV A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION. SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B BUILDING SECTIONS A5.0 PLOT DATE: 01.23.09 BATT INSULATION DURA -LAST ROOFING MEMBRANE n i x/ \x/ i \ i N. i i v 0 SUSPENDED CEILING ELEV. NOTE: G.C. SHALL FIELD VERIFY CONDITION OF EXISTING CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES SLOPE 1/4" = 1' EL. +25' -8" TOP OF ARCH TACO BELL ARCH COORDINATE BLOCKING LOCATIONS WITH SIGNAGE VENDOR (TYP.) COORDINATE BLOCKING LOCATIONS WITH SIGNAGE VENDOR (TYP.) STUCCO FINISH 1"O DIAGONAL SUPPORT ROD TO STEEL PL SEE STRUCT DWGS FOR ATTACHMENT HEADER - SEE STRUCTURAL LETTER SIGN EL. 11L6LAkik B.O. BEAM EL. 9' -1" B.O. HEADER EL.7' -0" TOP OF VENEER CAP EL.6' -0" TOP OF VENEER CAP ENTRY STOREFRONT STONE VENEER EXISTING SIDEWALK EL. 0' -0" TOP OF SLAB SECTION THRU TACO BELL TOWER @ WEST ELEVATION 3/4 " =1 -0' 5 STOREFRONT AND DOOR SEE FLOOR PLAN A1.0 & DOOR/ WINDOW SCHEDULE ADD BLOCKING AS REQ'D FOR WALL SUPPORT 6X6 POST W/ SIMPSON CB66 TYP. BOTH SIDES NEW CONC. FOOTING PER DETAIL 9 1-- 1- -- 10' -0" (HOLD 9' -3" CLEAR FINISHED OPENING) 2x6 FRAMING TYP) 15' -0" (0 /0 OF FRAMING) EXISTING WINDOW SECTION THRU TACO BELL TOWER AT DOOR LEVEL 3/4 " =1 -0" rIJ GALV. VENT (MIN. 2) PER TOWER, (SEE ROOF PLAN) J -BOX, SEE ELECTRICAL DWGS, N) 24 "x24" ACCESS DOOR WITH HEADER SEE DETAIL 12/A7,0 PROVIDE MAX. 24'x24" ACCESS OPENING THROUGH NEW AND EXISTING PLYWOOD SHEATHING. ALIGN WITH ACCESS DOOR, SEE STRUCTURAL DRAWINGS L__ 2X6 @ 32" O.C. FRAMING (TYP) 6X12 BEAM 2X6 SUPPORT 6X6 POST BELOW W/ SIMPSON ECC66 TYP, SECTION THRU TACO BELL TOWER ABOVE AWNING 3/4 ° =1' -0" 4 2X6 CONT. P.T. PLATE W/5/8"0 A.B. @48" 0.C. (2 A.B. MIN. PER WALL) 3 RE -BAR VERIFY EXISTING FOUNDATION CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO POURING NEW CONC. NOTE: SEE DEMO NOTE 'A, SHEET D1.0 1 2 2) #3 DOWELS IN SIMPSON SET EPDXY W/ 7" MIN. EMBED. EXISTING FOOTING 3 RE -BAR 12" MIN. ROUGHEN, CLEAN AND WET EXIST. CONC. SURFACE PRIOR TO POURING NEW CONC. TYP. FOUNDATION FOR T.B. TOWER 3/4 " =1 -a' 3 4821 E SECOND 3TREfl iDMO ¢EACH. CA 30803 w fernamaeal3n.ccm f 5, 432 3625 f 5b1.432 3536 0 pA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III L02.12.09 PLAN CHECK IV A 0 A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B TOWER PLANS SECTIONS A6.0 PLOT DATE: 01.23.09 EXTERIOR CEMENT PLASTER OVER METAL LATH PLYWOOD SHEATHING, SEE STRUCTURAL DRAWINGS 2X STUD 0 16" O.C. 2X P.T. WOOD PLATE WEEP SCREED EXTERIOR CEMENT PLASTER OVER METAL LATH 80TH SIDES PLYWOOD SHEATHING, BITH SIDES SEE STRUCTURAL DRAWINGS 2X STUD ® 16" O.C. 2X P.T. WOOD PLATE aim EL. +22 -0' IV TOP OF ARCH 1 WEMO I. WEEP SCREED FOOTING, SEE STRUCTURAL DRAWINGS FOOTING, SEE STRUCTURAL DRAWINGS rap RIDGE B 1 -HR WALL DETAIL 3=1-0" alik EL. +18' -0' WI TOP OF PLATE 12 DURA -LAST ROOFING MEMBRANE 2x8 @ R.R. @ 16" 0.0. CLAY MISSION TILE DBL. TOP PLATE 6x8 RAFTER TAILS @ 48' 0.0. E) PARAPET TO REMAIN 6x8 RAFTER TAILS @ 48" 0.0. 2) 2x6 CONT. TOP PLATES NEW FRAMING PER STRUCTURAL DWG'S dm EL. 11' -10" OPENING SLOPE STUCCO OVER 1/2" PLYWOOD TYP. diEL. +11' -6" @ LOW SIDE BOTTOM OF JOIST TRELLIS BEYOND OEL. +10' -0" B.O. SUSP. CLG. BL." B.O. HEADER/ WINDOW HEAD R.O. 1 -HR CONSTRUCTION AT PORTE COCHERE di EL. 11' -6 1/2' BRG.HT. ZZ SUSPENDED CEILING: 8' -4' A.F,F. R -30 INSULATION NEW FRAMING PER STRUCTURAL DWG'S PROVIDE 1 -HOUR CONSTRUCTION 3/4" STUCCO 0/ 1/2" PLYWOOD 0 /2X WOOD STUDS @16"O.C. PER 2007 CBC TABLE 720.1 Item # 15 -1.2, OR APPROVED SIMILAR oink EL. 8' -8" R,0. EL. 8' -0' B.0. HEADER HEADER - SEE STRUCTURAL EL. 6-0 AIL B.O. HEADER REFER TO STRUCT. DWGS. FOR HEADER SIZES DRIVE -THRU WINDOW PASS -THRU UNIT. SEE SCOPE OF WORK. STOREFRONT WINDOW SYSTEM SEE SCHEDULE Odk EL. 3' -1 1/2" SILL (R.0.) CULTURED STONE VENEER di EL. 0' -0_ TOP OF SLAB FINISH SURFACE oilk EL. 3' -0" DRIVE THRU WDW. R.O. R -19 BATT INSULATION SIM r FRP OVER 1/2" GYP. BOARD 1/2' MOISTURE RESISTANT GYP. BOARD e 1' -0" CEMENT BOARD, TYP. THRUOUT BUILDING, U.O.N. at EL. 0' -0' TOP OF SLAB FINISH SURFACE SEE STRUCT. DWGS. FOR FOUNDATION A SLAB DETAILS 4 WALL SECTION / DINING AREA 3/4" = 1' -0" CONC,CURB NEW FOUNDATION BEYOND, SEE STRUCTURAL SHEETS E) FOUNDATION & SLAB TO REMAIN EXISTING ROOF ROOF WALL SECTION / DRIVE -THRU AREA 3 /4' =1' -0° A M\ DATE DESCRIPTION A10.28.0810.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II 12.15.08 PLAN CHECK III A02,12.09 PLAN CHECK V A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER. 07 01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B WALL SECTIONS A6.1 PLOT DATE: 01.23.09 EL. +22 -0" TOP OF ARCH NOTCHED) TACO BELL FLYING ARCH, SEE DETAIL 17/A6.0 AND SCOPE OF WORK 1/4 '= 1' SLOPE STUCCO FINISH DURA -LAST ROOFING MEMBRANE COORDINATE BLOCKING LOCATIONS WITH SIGNAGE VENDOR (TYP.) 1 "0 DIAGONAL SUPPORT ROD TO STEEL PL LETTER SIGN EL. 13-6" IV B.O. OPENING E) 2x10 @ 12" O.C. ROOF FRAMING TO REMAIN SLOPE di EL. 11' -6" BOTT. OF JOIST 2) 2x6 CONT. TOP PLATES oia EL. 9-4' HEADER HEADER - SEE STRUCTURAL oni EL. 7' -0' T.O. DOOR EL 6-0" TOP OF VENEER CAP ENTRY STOREFRONT STONE VENEER EX. SIDEWALK EL. 0' -0" IV T.O. SLAB r a' EL. +10-0" O. SUSP'D CLNG. EL. +9'- 71/2" obit B.O. STL BM. NEW SUSPENDED CEILING (SEE RCP) NEW GYP. BD. SOFFIT SEE RCP AND DETAIL 2/A7,0 WALL SECTION / DRIVE -THRU AREA 3/4 = 1-0' B BELL SIGN LETTER SIGN 14= 1 SLOPE di EL. 12' -0" ARCH OPENING ak EL. 6-0' TOP OF STONE adi EL. 10' -0" IV B.O. TRELLIS EL. +21' -6" TOP OF ARCH EL. +18' -0' TOP OF PLATE MODIFIED BITUMEN FLASHING MEMBRAN € = OVER 30 LB. FELT OVER 1/2" EXTERIOR GRADE PLYWOOD. STUCCO OVER PLYWOOD WALL BEYOND COORDINATE BLOCKING LOCATIONS WITH SIGNAGE VENDOR (TYP.) HEAVY TIMBER LEDGER HEAVY TIMBER TRELLIS SEE STRUCTURAL SHEETS di EL. 11' -6" BOTTOM OF JOIST STUCCO ARCH OPEING zz 2x6 WD FIRE BLOCKING @ 8' 0.C. E) 2x6 WD. FRAMING N1/ A r SYNTHETIC STUCCO FINISH OVER (E) MASONRY WALL i, EL. 4-0" T.O. STONE WAINSCOT TOWER AND WALL FINISH PER ELEVATIONS c er Op EL. 0-0" T.O. SLAB 8 14\ SUSPENDED CEILING: 8'- 21 /2'A.F.F, @KITCHEN E) FOUNDATION TO REMAIN NEW FOUNDATION BEYOND c= a 3/4" = 1' -0" C WEL. +18' -0" TOP OF PARAPET STYROFOAM CORNICE di EL. +15'- 51/2' E) TOP OF PLATE VARIES MODIFIED BITUMEN FLASHING MEMBRANE OVER 30 LB. FELT OVER 1/2" EXTERIOR GRADE PLYWOOD. di EL. 11' -6" BOTTOM OF JOIST 2x6 WD FIRE BLOCKING @ 8' 0.C. E) 2x6 WD. FRAMING SYNTHETIC STUCCO FINISH, SANTA BARBARA SLOPE EL. 4-0" T.O. STONE WAINSCOT SEL. 0-0" T.O. SLAB a E) FOUNDATION TO REMAIN 4 4 4 E) FRAMING TO REMAIN SUSPENDED CEILING: 6- 21 /2 "A,F.F. @KITCHEN EXIST'G. WALL SECTION @ FAUX COLUMN 3/4" =1 -0° B WEL. +18'8' =0" TOP OF PLATE MODIFIED BITUMEN FLASHING MEMBRANE OVER 30 LB. FELT OVER 1/2" EXTERIOR GRADE PLYWOOD, dik EL. +15 51/2" E) TOP OF PLATE EL.11' -6" BOTTOM OF JOIST 2x6 WD FIRE BLOCKING @ 8 0.0. E) 2x6 WD, FRAMING SYNTHETIC STUCCO FINISH, SANTA BARBARA OEL. 4-0" T.O. STONE WAINSCOT SEL. 0' -0" T.O. SLAB E) FOUNDATION TO REMAIN E) FRAMING TO REMAIN ILIJIL SUSPENDED CEILING: 8 -2 1/2' A.F.F. @KITCHEN a EXIST'G. Z TYPICAL WALL SECTION (E) 3/4 = r -0' A 482, E1.0 ,40 ECo Jc 8TREL' Ac H CA 22222 itl18nl2" enr. 439.3595 xA DATE DESCRIPTION A10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK H Al2.15.08 PLAN CHECK III P02.12.09 PLAN CHECK IV A A A CONTRACT DATE: 07.01.07 BUILDING TYPE: M2B PLAN VERSION: Aug08 SITE NUMBER: 296470 STORE NUMBER: 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B WALL SECTIONS A6.3 PLOT DATE: 01.23.09 VARIES BUILDING FACE TRELLIS W/ MTL SUPPORTS NOTE: PROVIDE BRACE SUPPORTS @ +/- 7' -0" O.C. WHERE TRELLIS IS LONGER THAN SHOWN. SEE PLAN FOR DIMENSIONS. REFER TO SCOPE OF WORK WINDOW TRELLIS PLAN 1/4" = 1 -0" N 17 E.I.F.S. PLYWOOD SHEATHING EXPRESSION PANEL HEAD @ EXPRESSION PANEL 3 " =1 -0° i 16 -GA STEEL MOUNTING BRACKETS J -BOX coco 13 34" DIA. THREADED CONDUIT. INCLUDED WITH LIGHT FIXTURE W8'. CAULK AND HOSE CLAMP TO SEAL GALV. METAL MOUNTING BRACKET TO RECIEVE THREADED 3/" CONDUIT. PROVIDE BLOCKING AS REQUIRED. DURO -LAST ROOFING MATERIAL. OVERLAP EXISTING MIN. 6" AROUND PENETRATION. FIELD WELD TO MAIN ROOFING MATEIRAL. DURO -LAST ROOF ROOF DECK ROOF PENETRATION 6x8 BLK'G @ PLATE W/ A35 EA. END, TOP & BOTTOM 0 0 J 19 STUCCO PLYWOOD SHEATHING PAINTED 4' 8" OUT TO OUT, TYPICAL JAMB ABOVE STONE @ EXP. PANEL 3° =1' -0" 6 "X6 "X1/4" MOUNTING PL W/ 4) 3/8" X 6" LAG SCREWS DBL. STUD EA. END OF BLK'G 1" DIA ROD 4) 3/8" X 8" LAG SCREWS DIRECTLY BELOW STRUT MOUNTING BRACKETS - TOTAL OF (8)/ TRELLIS ALUM. TRELLIS ELEMENT. SEE SCOPE OF WORK METAL LATH BUILDING PAPER MORTAR SCRATCH COAT LO 15 STUCCO PLYWOOD SHEATHING VERIFY EXISTING WINDOW HEADER AND BEAM. IF THERE IS NO EXISTING STRUCTURE TO ATTACH TO INSTALL NEW 6x8 BLK'G W/ A35 EA. END. DOOR TRELLIS SECTION r' =1 -o° 20 PAINTED FULLY GROUT STONE WAINSCOT. DO NOT USE DRY STACK METHOD. ALL JOINTS SHALL BE TOOLED BACK TO BEHIND THE FACE OF THE STONE. STONE VENEER JAMB @ STONE @ EXP. PANEL 3 " =1' -o° LOLO i 16 CAULK PERIMETER 2 "x4" BLOCKING 16 -GA STEEL MOUNTING BRACKETS J -BOX 2 "x4" BLOCKING 5/8" PLYWOOD 1" E.I.F.S. KING 5/8' PLYWOOD OPEN LATE SIGN SECTION N.T.S 1" E.I.F.S, J -BOX 2 "x4" BLOCKING 5/8" PLYWOOD SCREW CAULKING 16 -GA STEEL MOUNTING BRACKETS OPEN LATE SIGN PLAN VIEW N.T.S rs wa NOT USED N.T.S. 17 NOTE: SEE WINDOW HEADER DETAILS SHEET A6.1 AND E.I.F.S. ISOMETRICS A6.3 FOR ADDITIONAL NOTES AND INFORMATION PLYWD. WALL SHEATHING WATERPROOF COATING AND TROWEL APPLIED ADHESIVE NOT SHOWN FOR CLARITY E.I.F.S. INSULATION (BASE COATS AND MESH NOT SHOWN FOR CLARITY) HORIZONTAL FLASHING TAPE ALUMINUM WINDOW FLASHING TYP. STUCCO FLASHING TAPE N.T.s. 6x8 BLK'G @ PLATE W/ A35 EA. END, TOP & BOTTOM 0 C i 18 4) 3/8" X 8" LAG SCREWS DIRECTLY BELOW STRUT MOUNTING BRACKETS A DBL. STUD EA. END OF BLK'G a ALUM, TRELLIS ELEMENT. SEE SCOPE OF WORK BUILT -UP EIFS AROUND (3) SIDES OF EXPRESSION PANEL NOTE: COORDINATE BLOCKING WITH SELECTED CANOPY/TRELLIS VENDOR EXP. PANEL TRELLIS SECTION 1 " =1' -o" CORONADO" IDAHO DRYSTACK - BUILDING STONE TO BE FULLY GROUTED. IDAHO DRYSTACK STONE PATTERN N.T,S, 00 19 20 NOT USED N.T.S. NOT USED N.T.S. 14 16 WALL (WHERE OCCURS) DOUBLE STUDS AT JAMB AND HEAD WITH ANCHOR STRAP. HM FRAME WD. DOOR SEALANT SUBSTRATE AS NOTED ON SHEET A1.0 00 INTERIOR DOOR HEAD / JAMB 3 = 1 -0° PLYWOOD SHEATHING STUCCO WASHER BLOCKING AS REQUIRED PVC (SCH 40) BUSHING - FILL WITH SEALANT FASTENER AS REQUIRED NOTE: INSTALL BUSHING AFTER E.I.F.S. APPLICATION HAS HARDENED. DRILL HOLE SLIGHTLY LARGER THAN BUSHING THROUGH INSULATION ONLY, STOP AT PLYWOOD. CAULK OPENING PRIOR TO INSERTING FASTENER TO SEAL PENETRATION. CONNECTION THRU E.I.F.S. 3 " =1 -0" STUCCO ON ' SHEATHIN ABOVE WAINSCOT STONE VENEER BELOW, SEE DTL. 4/A7.0 2' -9" @ EIFS ABOVE WAINSCOT 2' -10" @ STONE WAINSCOT CAULK CURB BELOW N Q 10 EXISTING DRIVE THRU WINDOW ATTACH NEW 2x4 WOOD FRAMING TO EXISTING STRUCTURE EXISTING STRUCTURE NEW 4x4 WD. POST EA. SIDE EXISTING WINDOW DRIVE THRU WINDOW JAMB 11/2" =1 -01 ANODIZED ALUM. WINDOW FRAME - ALIGN FRAME WITH FACE OF SLAB MTL. "Z" FLASHING 1/4" SETTING BED SIDEWALK 4 EXPANSION FILLER n 11 ALUMINUM WINDOW SILL 3° = 1 -0" NN r 12 STUCCO OVER PLYWOOD SHEATHING. EXTERIOR BUILDING WALL 1/2" GAP WITH SEALANT AND BACKER ROD PLYWOOD BEHIND COOLER SHALL BE PROTECTED WITH 30# FELT WALK -IN COOLER / FREEZER BOX WALL FLASHING @ SIDE OF WALK -IN r' = r -a' STUCCO 5/8" PLYWOOD SHEATHING HEADER - SEE STRUCTURAL BACKWRAP DETAIL MESH 2 -1/2" MIN. STUCCO FLASHING TAPE SUBSTRATE - SEE SHEET Al .0 STUCCO WEATHER BARRIER - TURN INTO ROUGH OPENING SEALANT & BACKER ROD ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING 5 ALUM. FLASHING TO MATCH ALUM. WINDOW - EXTEND 2" MIN. BEHIND E.I.F.S. MECHANICALLY FASTEN o LOWER EDGE OF E.I.F.S. AS REQ'D WINDOW HEAD /JAMB ABV. CHR. RAIL 3 =1 -0" 6 PLYWOOD SHEATHING E F.S SEALANT & BACKER ROD R.O. EXISTING SERVICE DOOR HEADER - SEE STRUCT. SUBSTRATE SEE SHEET AI,0 SERVICE DOOR HEAD/ JAMB IN NOTE: SEE FLOOR FINISH PLAN FOR FLOOR FINISHES 7 ANODIZED ALUMINUM DOOR - SEE DOOR SCHEDULE PRE - MOLDED EXPANSION JOINT ADA COMPLIANT ALUMINUM THRESHOLD - SET IN SEALANT FINISH FLOOR OVER CONCRETE SLAB ALUMINUM DOOR THRESHOLD 3" =1' -0" 8 STUCCO OVER PLYWOOD SHEATHING BONDING ADHESIVE FLASHING METAL COUNTER FLASHING METAL ANGLE FLASHING METAL RIB STUCCO WATERPROOF COATING FOR WALL SHEATHING WALK -IN COOLER / FREEZER BOX METAL ROOF FLASHING @ TOP OF WALK -IN 1' =1 -0" WINDOW SILL 1 ANODIZED ALUM. WINDOW FRAME - ALIGN FRAME WITH FACE OF SHEATHING SEALANT & BACKER ROD W/ WEEP HOLES @ 24' 0.0 . CHAIR RAIL WHERE OCCURS METAL LATH SUBSTRATE - SEE SHEET A1.0 MORTAR SCRATCH COAT STONE WAINSCOT 6' BATT (R -19) INSULATION WINDOW JAMB BLW. CHR. RAIL 3 = v -0" NOT USED ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING MTL. 'Z' FLASHING W/ END DAM - NO SEALANT AT FLASHING TO ALLOW WEEPAGE WITHIN FRAME 1/2' PLYWOOD CORONADO SILL STONE N R.O. FINISH PER ELEVATIONS SOLID SURFACE SILL 2 3 G.W.B. DINING ROOM WINDOW SILL 3 =1 -0" 82F £ S3 °OLf O £ °GEEY yaut, ^(ACe. CA *:SOS uleeo<,pn oa.. irn 5b ..371 3555 5S`e.554. 3595 s DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE 012.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III 002.12.09 PLAN CHECK IV 0 0 0 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B EXTERIOR CONSTRUCTION DETAILS A7.1M r 4 PLOT DATE: 01.23.09 1 TILE START' 2 POINT DOOR) PICK -UP WINDOW KITCHEN WALK -IN COOLER B -2 MEN B -1 T -1 NOTES: SEE INTERIOR ELEVATIONS. SHEETS A10.0 & A10.1 FOR WALL. TILE APPLICATION. SEE DETAILS 2 & 3/A10,0, FOR BASE AT DIVIDER WALL. FINISH FLOOR PLAN 1/4' =1 -0 NOT USED 3/4' =1' -0" D SEE INTERIOR ELEVATIONS FOR PAINTING, GYPSUM BOARD AND TILE. DENOTES FINISH MATERIAL. REFER TO SHT A8.1 FOR FINISHES. TILE JOINTS (U.O.N.): 1. QUARRY FLOOR TILE : 1/4" 2. CERAMIC FLOOR TILE : 3/16" 3. GLAZED WALL TILE : 1/8" 4. BASE, TRIM AND ACCESSORIES : MATCH ADJOINING TILE UNITS PROVIDE BREAK IN TILE TO MATCH -UP WITH EXPANSION & CONTROL JOINTS IN SLAB. ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN RADIUS. SEE SCOPE OF WORK SHEETS FOR RESPONSIBILITIES. PROVIDE CLEAR SILICONE CAULK WHERE FRP STOPS AT TOP OF COVE BASE AT NEW CONSTRUCTION. I. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT -IN COUNTERS / EQUIPMENT ABUTS WALL SURFACE. J, SEE SHEET Al .0 FOR REFERENCES OF INTERIOR ELEVATIONS. FINISH NOTES C NEW FLOOR TILE AND BASE SEE FINISH NOTE 'B' VERIFY EXISTING FINISHES. CONTACT THE ARCHITECT IN CASE OF DISCREPANCIES. PROVIDE QUARRY BASE TILE @ BEHIND SERVICE COUNTER EXISTING QUARRY TILE TO REMAIN. PATCH AS REQUIRED TO MATCH EXISTING. G.C. SHALL PROVIDE A 5/8" x 12" HIGH DRYROCK BACKING BEHIND ALL QUARRY TILE BASES THROUGHOUT THE RESTAURANT. PROVIDE A CLEAR SILICONE SEAL. PAINT AT THE TOP OF THE BASE TILE. FRONT OF HOUSE ONLY.) 6 ) NEW FRP FINISH PLATFORM FOR SAFE. SEE DETAIL 10/A11.0. KEY NOTES A B A DATE DESCRIPTION 410.28.08 PLAN CHECK 1 A11,14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III A02.12.09 PLAN CHECK IV A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER. STORE NUMBER: 07, 01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B FINISH FLOOR PLAN A8.0 PLOT DATE: 01.23.09 FLOORS WALLS WALLS (LAMINATES) CEILINGS ALTERNATE DESCRIPTION ALTERNATE DESCRIPTION ALTERNATE DESCRIPTION ALTERNATESYMSYMSYMSYMDESCRIPTION T -1 MFR.: TYPE: COLOR: SIZE: GROUT: DAL TILE TERRA ANTIQUA CERAMIC TILE ROSSO TA -02 18"(18" CUSTOM #95 SABLE BROWN P -1 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW7069 IRON ORE (DK. GREY) PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC PAINT FOR CL -1) WC -1 MFR.: FORBO TYPE: MARMOLEUM "CLICK" COLOR: 53825 AFRICAN DESERT (FRESCO) CL -1 MFR.: ARMSTRONG TYPE: COLOR READY FINE FISSURED COLOR: TECH BLACK (24"x24) GRID: ARMSTRONG PRELUDE XL GRID COLOR: TECH BLACK - 15/16' EXPOSED TEE SYSTEM NOTE IF PAINTING IN FIELD IS REQUIRED, PAINT TO BE SHERWIN WILLIAMS SATIN /EGGSHELL SW7069 IRON ORE (DK GREY) T -2 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA -02 SIZE: 6 "x6" GROUT: CUSTOM #95 SABLE BROWN P -2 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW6657 "AMBER WAVE" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC ORANGE) P -2 MFR.: SHERWIN WILLIAMS TYPE: SEMI -GLOSS LATEX COLOR: SW6657 "AMBER WAVE" LOCATION: RESTROOMS WC -2 MFR.: FORBO TYPE: MARMOLEUM "CLICK" COLOR: 53030 BLUE (REAL) CL -2 MFR.: USG TYPE: VINYL FACED, STIPPLE SHELL FIRECODE COLOR: WHITE GRID: USG INT. INC. BY DONN #272606 -ZXA GRID COLOR: FLAT WHITE #050 P -3 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW6510 "LOYAL BLUE" PRIMER: #023 (WHITE) FRESH START 100 %ACRYLIC BLUE) CL -3 MFR.: TYPE: GYPSUM BOARD COLOR: P -4 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW6431 "LEAP FROG" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC GREEN) P -5 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW6839 "KIMONO" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC PURPLE) P -6 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL ENAMEL COLOR: SW6669 "YARROW" PRIMER: #023 (WHITE) FRESH START 100 %ACRYLIC YELLOW) P -7 MFR.: SHERWIN WILLIAMS TYPE: GLOSS FINISH ENAMEL COLOR: SW7069 IRON ORE (DK. GREY) PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC PAINT FOR DOOR FRAMES) S -1 MFR.: CORIAN TYPE: CLASSICS COLOR: PESTO MIST #309 S -2 MFR.: CORIAN TYPE: SIGNATURES COLOR: COPPER ARTIFACTS #801 TM -1 MFR.: MILLWORK TYPE: CHAIR RAIL COLOR: STAINED TO MATCH DALEY'S #45 WOOD STAIN 1 x 2 SOLID MAPLE WALL BASE DOORS DESCRIPTION ALTERNATEALTERNATESYMSYMDESCRIPTION B -1 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA -02 SIZE: 6 "x12" COVED BASE GROUT: CUSTOM #95 SABLE BROWN DL-1 MFR.: NEVAMAR TYPE: WM- 8 -350T COLOR: CARMEL SAGAWOOD B -2 MATCH EXISTING B.O.H. COVE BASE TILE. WT -1 MFR.: EUROWEST TYPE: CERAMIC TILE # 02750004 COLOR: CRYSTAL SERIES, SOLE (YELLOW) SIZE: 4 "x4 ", ON 45° ANGLE (WHERE NOTED) GROUT: CUSTOM #22 SAHARA TAN WT -1 MFR.: DAL TILE TYPE: SEMI GLOSS CERAMIC COLOR: GLOSS MUSTARD SIZE: 4.25" x 4.25 ", ON 45° ANGLE GROUT: CUSTOM #22 SAHARA TAN WT -3 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA -02 SIZE: 12x12' GROUT: CUSTOM #95 SABLE BROWN WT -4 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA -02 SIZE: 6 "x12" COVED BASE GROUT: CUSTOM #95 SABLE BROWN MFR.: TYPE: COLOR: NOTE: CUT IN HALF HORIZ. TO FORM TOP TRIM, BULLNOSE EDGE @ TOP 1. WHERE NOTED INSTALL FRP PANELS ON WALLS FROM TOP OF TILE BASE TO BOTTOM OF CEILING GRID EXCEPT WHERE CERAMIC TILE IS INDICATED. INSTALL FRP ON KITCHEN SIDE OF SERVING COUNTER WALL. 2. NOT USED. 3. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND FRP. 4. FOR FINISH LOCATIONS REFER TO: SHEETS A4.0 & A4.1 - EXTERIOR ELEVATIONS SHEET A8.0 - FLOOR FINISH PLAN SHEET A9.0 - REFLECTED CEILING PLAN SHEETS A10.0 TO A10.1 - INTERIOR ELEVATIONS 5. ALL INTERIOR FINISHES SHALL HAVE CLASS 1 FIRE RATING. BUILDING DEPARTMENT NOTE: WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN THE CBC TABLE 803.5 / ROOM FINISH NOTES 20 ROOM FINISH SCHEDULE LEGEND 4 0 ys PE }cn 0A a0803 SernattntseV9tStt239.15555 . S5S4 A DATE DESCRIPTION A10.28.08 PLAN CHECK 1 11.14.08 SITE PLAN UPDATE a12.08.08 PLAN CHECK II Al2.15.08 A02.12.09 PLAN CHECK III PLAN CHECK IV A A A CONTRACT DATE: 07.01.07 BUILDING TYPE: M2B PLAN VERSION: Aug08 SITE NUMBER: 296470 STORE NUMBER: 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B FINISH SCHEDULES A8.1 PLOT DATE: 01.23.09 8" MAXIMUM OR 1/4 OF THE LENGTH OF THE END RUNNER, WHICHEVER IS LEAST NOTE: THIS CONDITION OCCURS OPPOSITE FREE END CONDITION. 12 GAUGE HANGER WIRE MINIMUM 3 TIGHT TURNS IN 1 1/2" AT VERTICAL MAIN OR CROSS RUNNER CEILING TILE 2" WALL ANGLE POP RIVET MAIN RUNNER OR CROSS RUNNER TO WALL ANGLE WALL CONNECTION, ANCHOR TO STRUCTURAL ELEMENT ABUTTING WALL SUSP. CEILING DETAIL NTs 3/4" 1 8" MAX. OR 1/4 OF THE LENGTH OF THE END RUNNER WHICHEVER IS LEAST SLOTTED ANGLE SPACER WITH HORIZONTAL 6d RING SHANK NAIL (NAILS AT END OF HORIZONTAL STRUTS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER OF SPAN OF STRUT) ALTERNATE LOCATION WITHOUT NAIL NOTCHING PERMITTED ONLY AT RUNNER 12 GAUGE HANGER WIRE MINIMUM 3 TIGHT TURNS IN 1 1/2" AT VERT. MAIN OR CROSS RUNNER CEILING TILE 2" WALL ANGLE WALL CONNECTION, ANCHOR TO STRUCTURAL ELEMENT ABUTTING WALL SUSP. CEILING DETAIL NTs COMPRESSION STRUT, USE 16CA 3.5 STL STUD 12 GA BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1 1/2' BOTH ENDS OF WIRE (TYP.) CROSSRUNNER MAY BE ST1— STUD, BUCK IRON OR OTHER APPROVED EQUAL GOOD FOR UP TO 6W -0' HIGH H 19 GA. VERT. HANGER WIRE 0 4' -0' EA WAY W/ MIN. 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (TYP.) CEILING PANELS (TYP.) MAIN RUNNER --' 1 2' MAX. FROM BRACING NOTES: WIRES TO CROSS RUNNERS 1. COMPRESSION STRUT: STEEL SECTION WITH L/R RATIO OF 200 MAXIMUM. ATTACH TO MAIN RUNNERS WITH 1/4 INCH MACHINE BOLT AND TO STRUCTURE WITH 3/16 INCH DIAMETER POWER- DRIVEN STUD. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL U.B.C. STD. INSTALLATION PER 4917 & 18 AND USG (TYP.) IAN RUNNER CROSS RUNNER SUSP. CEILING DETAIL NTS CURVED SOFFIT IS VENDOR PROVIDED. PAINTED IN FIELD BY G.C. CURVED SOFFIT 1/4 " =1 -0" G F BUILDING DEPT,NOTES: EXITWAYS TO BE ILLUMINATED WITH AT LEAST ONE FOOT CANDLE AT THE FLOOR LEVEL (CBC 1006.2) PROVIDE TWO SOURCE OF POWER TO EXIT SIGNS. PROVIDE HEAVY DUTY T -BAR GRID SYSTEM, NEW EXTERIOR LIGHT FIXTURES NOTE: GC SHALL COORDINATE WITH THE DECOR VENDOR REGARDING THE NEW FINISHED CEILING HEIGHT. NOTE, DASHED OBJECTS ARE VENDOR SUPPLIED. SEE THE SCOPE OF WORK SHEETS. 0 0 0 12" 7' -10" 6' -0 BUILDING DEPT.NOTES: EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS, SHOW A 2" OVERSIZE RING. SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. 7' -4" @ WALL AO 11111111111 III CL 2 11 7' -10" @ CORNER M MI —1 IP J 8' -0" U U U U U 20) TYP NORTH REFLECTED CEILING PLAN 1/4' =1 -0 SEE ELECTRICAL DRAWINGS FOR FIXTURE SCHEDULE & SPECS. 2-0' x 4'_0" FLUORESCENT LIGHT FIXTURE 2-0" x 2-0" FLUORESCENT LIGHT FIXTURE DOWNLIGHT @ WALK -IN BY WALK -IN MFR.) PENDANT FIXTURE DOWNLIGHT EMERGENCY LIGHTS EXIT LIGHT WALL MOUNTED) EXIT LIGHT CEILING MOUNTED) PENDANT OR DIRECTIONAL FIXTURE, TRACK MOUNTED 0 GOOSE NECK LIGHT 1 EXTERIOR WALL FIXTURE Z\ WALL SCONCE QS SPEAKER x I' 12" EXHAUST FAN HVAC RETURN GRILLE SEE KEYNOTE #18 HVAC SUPPLY DIFFUSER SEE KEYNOTE #18 SD SMOKE DETECTOR CEILING SYMBOL LEGEND E DIMENSIONS: A. ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N. CEILING FINISHES: A, DENOTES FINISH MATERIAL. REFER TO SHEET A8.1 FOR CEILING FINISHES. B. DENOTES EXTERIOR FINISH. REFER TO SHEET A4.0 FOR EXTERIOR FINISHES. SUSPENDED CEILING: A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10-0" MAX. C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, T MAX. D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS OF HANGERS WITH RELATED WORK. E. SEE SPECS FOR ADDITIONAL INFORMATION. GYPSUM BOARD CEILING: A. SUBSTRATE SHALL BE 5/8" THICK TYPE "X" GYP BD. B. ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS INDICATED IN SPECS. GYP. BD. FINISHING AND DECORATING: REFER TO DWGS FOR TEXTURE AND FINISHES. ELECTRICAL: A. SEE ELECT. DWGS, FOR FIXTURE SCHED. & SPECS. MECHANICAL: A. RELOCATE DINING ROOM NC DIFFUSERS AS NEEDED, TO ACCOMODATE THE NEW CEILING LAYOUT. DECOR: A. REFER TO INTERIOR ELEVATIONS A10.0 & Al 0.1 FOR FINISH MATERIALS AND COLORS. ALTERNATE, A. ALTERNATE SOFFIT FRAMING METAL STUDS IN LIEU OF WOOD FRAME WILL BE ACCEPTED, REFLECTED CEILING PLAN NOTES D C6) SUSPENDED CEILING TILE: VINYL FACED, STIPPLE. SEE FINISH SCHEDULE A8.1 NEW GYPSUM BOARD ACCENT SOFFIT SEE DETAILS NOTED ON RCP NEW GYPSUM BOARD SOFFIT AT SERVICE AREA. SEE ENLARGED PLAN 4/A11.0 & DETAIL 7iA11.0 SUSPENDED CEILING TILE & GRID, CL -1 SEE A8.1 NEW ACCESS PANEL (18 x 24) SEE 3/A6.2. E) SPEAKERS & SMOKE DETECTORS TO BE REINSTALLED. ADJUST LOCATION AS REQUIRED TO ACCOMMODATE NEW SOFFITS & CEILING HTS. (TYPICAL) E) SUSPENDED CEILING TO REMAIN. SECURE, LEVEL, STRAIGHTEN AND PAINT KITCHEN CEILING & GRID. REPLACE DAMAGED PANELS E) GYPSUM BOARD CEILING TO REMAIN. PATCH, REPAIR AND PAINT. IF ACOUSTIC CEILING EXISTS @ RESTROOMS, REMOVE & PROVIDE HARDLID GYPSUM BOARD CEILING & PAINT 9) NOT USED C115) NEW PENDANT LIGHTING CENTER OVER TABLE TOP, SEE DECOR VENDOR PLANS FOR TABLE LAYOUT NEW TRELLIS SEE DETAILS 17 & 20/A7.0, REFER TO SCOPE OF WORK REINSTALL EMERGENCY LIGHTING, SECURITY CAMERAS / EQUIPMENT. SEE 19/A11.0 FOR MONITOR CEILING BRACKET EXISTING EXTERIOR LIGHT FIXTURE TO REMAIN A CENTER CAN LIGHTS @ SUSPENDED CEILING TILE U.N.C. MENU BOARD. REFER TO SCOPE OF WORK. VERIFY A DIMENSION OF GREATER THAN 25" ON VERTICAL FACE OF SOFFIT. GAP BETWEEN INDIVIDUAL PANELS TO BE AS SMALL AS POSSIBLE. 16-) NOT USED RADIUS SOFFIT, SEE DETAIL F THIS SHEET FOR FINISH APPLICATION. CENTER OVER RADIUS WALL BELOW. SEE SEATING PLAN A2.1 FOR CENTER LINE DIMENSION & REFER TO SCOPE OF WORK PROVIDE & INSTALL REPLACEMENT METALAIRE SERIES 5800A -G SERIES OR EQUAL DIFFUSERS AND RETURN AIR GRILLES MODIFY EXISTING DUCTWORK TO ACCOMMODATE NEW CEILING HEIGHTS. PAINT IN FIELD: SPERWIN WILLAIMANS SATIN/ EGGSHELL #SW7069 IRON ORE (DARK GREY). C19- WALL SCONCE. SEE ELEV. FOR MOUNTING HEIGHT OF FIXTURE. PROVIDE UL LISTED FOR WET LOCATION W/ DECORATIVE SHROUD. 20) EXPRESSION PANEL TRELLIS, REFER TO DETAIL 19/A7.1 STEEL TUBE AND WOOD PANEL DINING ROOM SCREEN EXTERIOR FINISH 2 SEE SHEET A4.0 FOR EXTERIOR FINISH SCHEDULE. CENTER PENDANT LIGHT FIXTURE OVER COUNTER OVAL. REFER TO DECOR PLANS FOR SERVICE COUNTER LOCATION, NEW HEAVY TIMBER TRELLIS KEY NOTES B 4", e rcr,tcao STfif Lake 4EnCM CA 9Gee3 ass a' ,s9° A DATE DESCRIPTION A10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III A02,12.09 PLAN CHECK IV A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B REFLECTED CEILING PLAN A9.0 PLOT DATE: 01.23.09 FIELD TILE WT -3 9 10 WT24F WT 3r B -305> B -300> Enco B- 5> WT 3 11 rs au 1111WT _3 1 CO Cn B -305 B -300 n Ma I lWJ ti r B -275 I 1 11 WOMEN'S RESTROOM 3/8" =1 -0° 2 B -265 WT -4 WT 3 WT 3 1 5 FIELD TILE 6 P- WT IaJAII. II Mai Kt 42 O 8 ' a 11. MI S U 1 ILLtWA1 ITitiUl .. B -265 7 8 MEN'S RESTROOM 3/8" =1' -0' 36" CLEAR L MINIMUM O > HOLD -UP BUTTON 2) NEW OR REINSTALLED RECEIPT PRINTERS. SEE A2.0, NEW OR REINSTALLED CREDIT CARD READER. SEE A2.0. 2) NEW OR REINSTA LED POS SYSTEM AND CASH RAWER. SEE SHEET A2.0. HOLD -UP BUTTON 0 REINSTALL EXISTING SAFE ON NEW PLATFORM SEE 10/A11.0. EXISTING SHELVING NEW OR REINSTALLED CUP DISPENSER. SEE SHEET A2.O. REAR COUNTER ELEVATION 3/8 " =1 -0" F 5" 8 PER PLAN SEE A/A1.0 5„ FIELD VER. 168 4 ALL CURV D EDGES SHALL HAVE A SMOOTH CO 3" TRIM CERAMIC fBBBBBNf TILE TO irft, MATCH 1111 ,, 1,,, co ,,, rflEBfflffBff6 OUR 5 B -2 20 1/2" x 1/2" STAINLESS A110) STEEL CORNER GUARD FIN. FLO SERVICE COUNTER WALL TILE PATTERN 1/2 " =1 -0' R E 7' -2" rT B -265 B -290> 1 ' -94" OFFICE 1' -6" 0 a01 T II30x48 48x48 CBC 1115.B.3.2 Exception COUNTER @ 34" A.F.F. 5' -91" r MEN 5' -6" 6' -8" ENLARGED RESTROOM /OFFICE PLAN 1/2 ° =1 -0" 1 2 G U 0 THERMOSTATS. LIGHTING CONTROL SWITCHES. SEE DETAIL E3.1. TELEPHONE TERMINAL BOARD. HOLD UP BUTTON. ELECTRIC PANELS. 12" X 12' PHONE DISTRIBUTION BOX: OWNER PROVIDED INSTALLED. WIRING CABINET BY POS PROVIDER. UNDER COUNTER KEYBOARD TRAY. 2' -0" W x 1 -6 D x 7 -0' H LOCKING LAMINATE CABINET W/ ADJUSTABLE SHELVES BY G.C. REFER TO FINISH SCHEDULE, MILLWORK, FOR LAMINATE SPEC. WALL TILE AS INDICATED, SEE GENERAL NOTES #8. CUT BASE TILE (B -1). INSTALL TOP 3 X' OF TILE WITH BULLNOSE AT TOP. KEY NOTES A 1. PROVIDE PROPER 2x BLOCKING AT WALL RECESSED MOUNTED ACCESSORIES. 2. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE INSTALLED PER ADA REQUIREMENTS. 3. REFER TO FLOOR PLAN NOTES FOR BLOCKING AND SUBSTRATE NOTES. 4. LOCATE FLUSH HANDLE ON WIDE SIDE OF STALL. 5. PROVIDE WALL TILE BEHIND ENTIRE MIRROR AREA TO ALIGN MOUNTING SURFACES, 6. REFER TO ACCESSIBILITY CODES FOR MOUNTING HEIGHTS AND CLEARANCES OF ACCESSORIES AND FIXTURES. 7, ALL DIMENSIONS THIS DRAWING ARE TO FINISH SURFACE. 8. PROVIDE 5/8' CEMENTITIOUS BOARD SUBSTRATE FULL HEIGHT BEHIND ALL NEW TILED WALLS. 2. REFER TO 'FLOOR PLAN NOTES, SHEET Al , FOR BLOCKING AND SUBSTRATE NOTES DENOTES FINISH MATERIAL. REFER TO SHEET A8.1 FOR FINISH SCHEDULE. 3. C ) DENOTES NEW TOILET ROOM ACCESSORIES. REFER TO SHEET A2.0. GENERAL NOTES B NO. ITEM DESCRIPTION MFR. & MODEL NUMBER B -" 6x6 COVED BASE AMERICAN OLEAN, QUARRY TILE #3, RED, SIM. T -1 B -240 SOAP DISPENSER (WALL MOUNT) KAY 3741 B -265 MIRROR 18 X 36' BOBRICK #B- 165 -1836 3 -275 TO. LET PAPER DISPENSER ACCUSERVE #B2890 3 -290 PAPER TOWEL DISPENSER BOBRICK #B -38034 B -300 GRAB BAR 1 -1/2 "DIA X 36' S. S FIN. BOBRICK #86806X36 3 -305 GRAB BAR 1 -1/2 "DIA X 42' 5.5 FIN. BOBRICK #B6806X42 P -2 SEMI GLOSS LATEX AMEBERWAVE #SW6657 P -7 HIGH GLOSS PAINT AMEBERWAVE #SW6657 WT -3 3 1/2" x 6' TERRA ANTIGUA- BULLNOSE ROSSA TA -02, GROUT CUSTOM #95 SABLE BROWN SPECIFICATIONS n I c i 3 O I C5 4 OFFICE INTERIOR ELEVATIONS 3/8" = 1' -0" D F. 9ECOMG STREET SEAC H,.::r 3cau2 t6 :666el19n a Se: 439 )535 581 439 2395 pA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III 002.12.09 PLAN CHECK IV A D D CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B INT. ELEV'S. & ENL. PLAN RESTROOMS A10.1 PLOT DATE: 01.23.09 rs au 1111WT _3 1B -305 B -300 n Ma I lWJ ti r B -275 I 1 El WOMEN'S RESTROOM 3/8" =1 -0° 2 B -265 WT -4 WT 3 WT 3 1 5 FIELD TILE 6 P- WT IaJAII. II Mai Kt 42 O 8 ' a 11. MI S U 1 ILLtWA1 ITitiUl .. B -265 7 8 MEN'S RESTROOM 3/8" =1' -0' 36" CLEAR L MINIMUM O > HOLD -UP BUTTON 2) NEW OR REINSTALLED RECEIPT PRINTERS. SEE A2.0, NEW OR REINSTALLED CREDIT CARD READER. SEE A2.0. 2) NEW OR REINSTA LED POS SYSTEM AND CASH RAWER. SEE SHEET A2.0. HOLD -UP BUTTON 0 REINSTALL EXISTING SAFE ON NEW PLATFORM SEE 10/A11.0. EXISTING SHELVING NEW OR REINSTALLED CUP DISPENSER. SEE SHEET A2.O. REAR COUNTER ELEVATION 3/8 " =1 -0" F 5" 8 PER PLAN SEE A/A1.0 5„ FIELD VER. 168 4 ALL CURV D EDGES SHALL HAVE A SMOOTH CO 3" TRIM CERAMIC fBBBBBNf TILE TO irft, MATCH 1111 ,, 1,,, co ,,, rflEBfflffBff6 OUR 5 B -2 20 1/2" x 1/2" STAINLESS A110) STEEL CORNER GUARD FIN. FLO SERVICE COUNTER WALL TILE PATTERN 1/2 " =1 -0' R E 7' -2" rT B -265 B -290> 1 ' -94" OFFICE 1' -6" 0 a01 T II30x48 48x48 CBC 1115.B.3.2 Exception COUNTER @ 34" A.F.F. 5' -91" r MEN 5' -6" 6' -8" ENLARGED RESTROOM /OFFICE PLAN 1/2 ° =1 -0" 1 2 G U 0 THERMOSTATS. LIGHTING CONTROL SWITCHES. SEE DETAIL E3.1. TELEPHONE TERMINAL BOARD. HOLD UP BUTTON. ELECTRIC PANELS. 12" X 12' PHONE DISTRIBUTION BOX: OWNER PROVIDED INSTALLED. WIRING CABINET BY POS PROVIDER. UNDER COUNTER KEYBOARD TRAY. 2' -0" W x 1 -6 D x 7 -0' H LOCKING LAMINATE CABINET W/ ADJUSTABLE SHELVES BY G.C. REFER TO FINISH SCHEDULE, MILLWORK, FOR LAMINATE SPEC. WALL TILE AS INDICATED, SEE GENERAL NOTES #8. CUT BASE TILE (B -1). INSTALL TOP 3 X' OF TILE WITH BULLNOSE AT TOP. KEY NOTES A 1. PROVIDE PROPER 2x BLOCKING AT WALL RECESSED MOUNTED ACCESSORIES. 2. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE INSTALLED PER ADA REQUIREMENTS. 3. REFER TO FLOOR PLAN NOTES FOR BLOCKING AND SUBSTRATE NOTES. 4. LOCATE FLUSH HANDLE ON WIDE SIDE OF STALL. 5. PROVIDE WALL TILE BEHIND ENTIRE MIRROR AREA TO ALIGN MOUNTING SURFACES, 6. REFER TO ACCESSIBILITY CODES FOR MOUNTING HEIGHTS AND CLEARANCES OF ACCESSORIES AND FIXTURES. 7, ALL DIMENSIONS THIS DRAWING ARE TO FINISH SURFACE. 8. PROVIDE 5/8' CEMENTITIOUS BOARD SUBSTRATE FULL HEIGHT BEHIND ALL NEW TILED WALLS. 2. REFER TO 'FLOOR PLAN NOTES, SHEET Al , FOR BLOCKING AND SUBSTRATE NOTES DENOTES FINISH MATERIAL. REFER TO SHEET A8.1 FOR FINISH SCHEDULE. 3. C ) DENOTES NEW TOILET ROOM ACCESSORIES. REFER TO SHEET A2.0. GENERAL NOTES B NO. ITEM DESCRIPTION MFR. & MODEL NUMBER B -" 6x6 COVED BASE AMERICAN OLEAN, QUARRY TILE #3, RED, SIM. T -1 B -240 SOAP DISPENSER (WALL MOUNT) KAY 3741 B -265 MIRROR 18 X 36' BOBRICK #B- 165 -1836 3 -275 TO. LET PAPER DISPENSER ACCUSERVE #B2890 3 -290 PAPER TOWEL DISPENSER BOBRICK #B -38034 B -300 GRAB BAR 1 -1/2 "DIA X 36' S. S FIN. BOBRICK #86806X36 3 -305 GRAB BAR 1 -1/2 "DIA X 42' 5.5 FIN. BOBRICK #B6806X42 P -2 SEMI GLOSS LATEX AMEBERWAVE #SW6657 P -7 HIGH GLOSS PAINT AMEBERWAVE #SW6657 WT -3 3 1/2" x 6' TERRA ANTIGUA- BULLNOSE ROSSA TA -02, GROUT CUSTOM #95 SABLE BROWN SPECIFICATIONS n I c i 3 O I C5 4 OFFICE INTERIOR ELEVATIONS 3/8" = 1' -0" D F. 9ECOMG STREET SEAC H,.::r 3cau2 t6 :666el19n a Se: 439 )535 581 439 2395 pA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III 002.12.09 PLAN CHECK IV A D D CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B INT. ELEV'S. & ENL. PLAN RESTROOMS A10.1 PLOT DATE: 01.23.09 1/2" x 1/2" ALUMINUM CORNER GUARD AT ALL OUTSIDE CORNERS - TYPICAL ANODIZED ALUMINUM WINDOW FRAME SOLID SURFACE WINDOW SILL SILICON CAULKING 1/2' J- MOLDING CHAIR RAIL 3/8" MARMOLEUM CLICK PANEL GYP. BD. NOTE: CLICK IS A FLOATING SYSTEM; NO ADHESIVE OR NAILS ARE TO BE USED TO SECURE PANELS. PANELS TO BE INSTALLED W/ SPACE LEFT AT INSIDE AND OUTSIDE CORNERS TO ALLOW FOR EXPANSION /CONTRACTION. SEE SCOPE OF WORK. MARMOLEUM ATTACHMENT DETAIL N.T.s. LOWER TRIM PIECE (J -MOLD) 1/2" LO r 18 INSIDE CORNER TRIM PIECE 1/8" OUTSIDE CORNER TRIM PIECE SEE SCOPE OF WORK FOR MORE INFORMATION MARMOLEUM TRIM DETAILS 6 = r -o° VARIES BOT. OF CLG. 6' -8" A.F.F. U. N.0 111111 2)1/2" U -BOLTS 19 UNISTRUT "SL" SERIES- ANCHOR TO TRUSS OR JOISTS RAFTER PLATE CEILING TILE FLASHING PLATE 2)INNER STEEL CHANNELS CONNECT CHANNELS W/ (4)1/4" BOLTS OUTER STEEL CHANNEL W/ WHITE PLASTIC SLEEVE TO CONCEAL CHANNELS & POWER CORDS (NOT SHOWN) MONITOR BRACKET - ATTACH W/ 1/4" BOLTS - SEE SCOPE OF WORK MONITOR ASSEMBLY MONITOR CEILING BRACKET N.T.S. CEMENT BOARD WALL TILE SANITARY COVE BASE TILE - SET FLUSH W/ FLOOR TILE BASE IN RESTROOM 3 =1 -0° 00 a r 19 N- o LL i 20 2x6 VERT. BLOCKING 24" O /C. W/ (2) 16d EA. END, EA. SIDE ROOF TRUSSES. TYP. A35, TYP. SIMPSON OTC ROOF TRUSS CLIP ON BOTH SIDES 0.145 "0 @ 32" O.C. POWDER ACTUATED FASTENER WITH (2) -7/8" WASHERS W/ MIN 1 1/2" EMBED AT 32" O.C. SILL PLATE SUPPORT- PARALLEL TO TRUSS 1/2.= r -o" ROOF TRUSSES, TYP. SIMPSON OTC ROOF TRUSS CLIP ON BOTH SIDES 00 13 0.145"0 @ 32" O.C. POWDER ACTUATED FASTENER WITH (2) -7/8" WASHERS W/ MIN 1 1/2" EMBED AT 32" 0.0. SILL PLATE SUPPORT PERP. TO TRUSS 1/2" =1 -0" ak_3'-7" OR 3' -1 1/2" ELEV. 3/4" 3/8" GYP. BD. CHAIR RAIL. MARMOLEUM WAINSCOT NOTE: SEE INTERIOR ELEVATIONS FOR FINISHES CHAIR RAIL 3" = r -0" WAINSCOT PER ELEVATIONS 0 i 14 0CO0 r 15 SUBSTRATE PER PLAN - PROVIDE 1/4" GAP BETWEEN SUBSTRATE & CEMENT BD. BELOW CEMENT BD. TO 12" ABOVE FLOOR - ALL WALLS,(EXCEPT @ FRONT WALL). COVE BASE TILE - SET FLUSH W/ FLOOR TILE BASE @ DINING ROOM 3" =1 -0' 0 i 16 SIMPSON H2.5 @ EACH STUD 2x WOOD TRUSS CHORD OR 2x4 W/ SIMPSON LUP24 @ EACH END BETWEEN CHORDS 2) 16d INTO EA. TRUSS 2) LAYERS 3/4" PLYWD. RADIUS PLATE 1/2' PLYWOOD w/ 8d @ 6" 0.0. EDGE NAILING, 8d @ 12" O.C. FIELD NAILING 2x4 WD STUD @ 16" 0.0. MAX CONNECTION DETAIL 1 1/2 = 1-0 N 0 9 SAFE - SEE SCOPE OF WORK FOR SCOPE DEFINITIONS 5/8" CEMENT BD. SIZE 1/2" SMALLER THAN SAFE FOOTPRINT. GROUT TO MATCH ADJ. FLOOR. FINISHED TILE SURFACE ANCHOR BOLTS - SEE SCOPE OF WORK - BOLT HOLES = 3/4" DIA, x 3' DEEP SAFE PEDESTAL v' = r -0° N CEILING TILE & GRID N FRP 1- SUBSTRATE PER PLAN FRP @ CEILING 3 = 1 -0" SET FLUSH W/ FLOOR TILE 1,11: 0 0 10 11 SUBSTRATE PER PLAN - PROVIDE 1/4" GAP BETWEEN SUBSTRATE & CEMENT BD. BELOW CEMENT BD. TO 12" ABOVE FLOOR - ALL WALLS. J MOLD SET IN SILICON SEALANT - FILL J -MOLD W/ SILICON PRIOR TO INSTALLING FRP, WIPE OFF EXCESS SANITARY COVE BASE TILE - FRP @ BASE 3m= 12 2x BLOCKING GYP. BOARD SUSPENDED CEILING TRIM TILES TO MATCH REGULAR EDGE WALL ANGLE TRIM CEILING TS @ EDGE BAND WALL ANGLE 3" =1 -0" ROOF TRUSS TYP. 2x6 BLOCKING AS REQ'D. 2x4 LAID FLAT THREADED RODS, SPACING PER MFR'S REQUIREMENTS N 0 5 SUSPENDED CEILING RADIUS SOFFIT BY DECOR VENDOR RADIUS SOFFIT SUPPORT 1/2 ° =1 -0" t 1 1 6 0-0" _ • / 1 2x4 STUDS @ 16" O.C. CEILING Siii 2x6 PLATE 2) LAYERS 3/4" PLYWD. PLATE RADIUSED 2x4 BRACE @ 24" 0.C. T0" SOFFIT 0 0 Q 6 2x4 STUDS @ 12" 0.0. (ON RADIUS) 1/2" GYP. BD. PAINTED, TYP. 2) LAYERS 3/4" PLYWD, PLATE J RADIUSED 1' -0" 1 VARIES VARIES 2x4 CONTINUOUS SILL SERVICE COUNTER SOFFIT 3/4 " =1 -0" 0, -0" CEILING VARIES IV SOFFIT 2-0" 0.0. TYP 2x6 PLATE 2x4 CONT. SIMPSON H2.5 EACH SIDE TYP. 2x4 BRACE @ 32" O.C. 2x4 STUDS @ 16" 1/2" GYP. BD. PAINTED, TYP. 2x4 CONT. 2x4 CONT. BLOCKING 0 0 N 7 SOFFIT SLOPES WHERE NOTED AT SIM. TYPICAL SOFFIT 3/4 = 1-0 NLO0 N 8 NOT USED O' 0 4J CEILING 8 -0' IV SOFFIT 1' -0' 2' -0" O.C. 2) LAYERS 3/4" PLYWD. PLATE RADIUSED 2x4 BRACE @ 24" 0.0. 2x4 STUDS @ 12" (ON RADIUS) 1/2" GYP. BD. PAINTED. TYP 2) LAYERS 3/4" PLYWD, PLATE RADIUSED 2x4 BLOCKING TYP DINING ROOM SOFFIT 3/4 " =1 -0" 1 5' -11" 6' -1 r SSW , SOFFIT PLAN 3/8 =1 -0" 4 4821 € SECCnc 3flf fl CfiC, EACH. CA SCSO3 o,4a«4,m 9 anz 439. .355s 98': :.45'x.3585 QA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 Q11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III p02.12.09 PLAN CHECK IV 0 0 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B INTERIOR CONSTRUCTION DETAILS A11.0 PLOT DATE: 01.23.09 TOTAL SEATS ACCESSIBLE SEATS 1 - 20 1 21 40 2 41 60 3 61 80 4 81 100 5 101 120 6 121 140 7 NUMBER OF ACCESSIBLE SEATS ELEVATION SEATING AND TABLES N.T.S. DOOR CLOSER IF PROVIDED, SHALL HAVE AT LEAST A 3- SECOND CLOSING TIME PERIOD FROM 709 OPEN POSITION TO 3" FROM LATCH DOOR HANDLE, SEE HARDWARE NOTES 18 0 o0 3-0" DOOR WIDTH TYP. ENTRANCE / EXIT DOOR N.T.S. CLEAR FLOOR SPACE AT DOOR STRIKE SIDE THRESHOLD - SEE DETAILS 12, 14 / A6.1 f 32" MIN. CLR. OPENING 19 DOOR AND HARDWARE PER SHEET A1.1 CLEAR SPACE FINISH ELEVATION TO MATCH FINISH FLOOR ELEVATION AT DOOR SLIP RESISTANT SURFACE (MEDIUM BROOM FINISH) CROSS SLOPE 1 50 OR 2% MAX. IN ALL DIRECTIONS, 24" 0m 60" NOTE: EXTERIOR DOOR PRESSURE CANNOT EXCEED 8.5 LBS., INTERIOR DOOR PRESSURE CANNOT EXCEED 5 LBS. EXTERIOR DOOR REQUIREMENTS 1/2 = r -o" MIN. 60 DEGREE SLOPE BOTTOM RAIL OF DOOR ALUMINUM THRESHOLD 10 S.M. IN PLASTIC EXPANSION ANCHOR J SEE DETAIL 12 /ADA1.0 1 20 CORRISPONDING REACH HEGHTS FOR GIVEN DEPTHS: WHEN D = 10" OR LESS, H = 54" MAX. WHEN D = 10 ", H = 53.5" MAX, WHEN D = 12" , H = 53.0" MAX. WHEN D = 13" , H = 52.5" MAX. WHEN D = 14", H = 51.5" MAX. WHEN D =15 ", H= 51.0 "MAX. WHEN D = 16" , H = 50.5" MAX. WHEN D =17 ", H= 50.0 "MAX. WHEN D = 18" , H = 49.5" MAX. WHEN D = 19", H = 49.0" MAX. WHEN D = 20" , H = 48.5" MAX. WHEN D = 21 " , H = 47.5" MAX. WHEN D = 22" , H = 47.0" MAX. WHEN D = 23" , H = 46.5" MAX. WHEN D = 24" , H = 46.0" MAX, 10" MAX. t 2 vLe z 2 m 30" CONDIMENTS REACH RANGES N.T.S. x 0 e&k_ 14 ACCESSIBLE RESTROOM DOORS N.T.S. 3" MIN. EXITROUTE TACTILE EXIST SIGN PER CBC SECTION 1011,3 AT ALL EXIT DOORS 15 BOTTOM RAIL (EXTERIOR DOOR) 3" =1' -0" 21 EXIT TACTILE SIGN N T.S. 16 12" 3' 0" S.S. GRAB BAR 3-6" S.S. GRAB BAR 33" (EXCEPT @ TANK TOILETS, WHICH SHALL BE -y 36 ") 9' T.S. COVER DISPENSER SHALL BE MOUNTED 1 1/2" (MIN.) BELOW GRAB RAIL 0 CONTROLS MOUNTED ON WIDE SIDE OF TOILET AREA MIRROR MTD @ 40" A.F.F. MAX TO BOTTOM OF REFLECTING SURFACE LAV. INSULATE HOT WATER & DRAIN PIPES OPTIONAL CUP DISPENSER 14" MIN. PROJECTION FROM WALL URINAL 6" MAX. DEPTH x 30" MIN. WIDTH TOE CLEARANCE 8" MIN. DEPTH x 30" MIN. WIDTH KNEE SPACE SWITCHES THERMOSTAT FIRE ALARM DRYER PAPER TOWEL DISPENSER PULL STATION BABY CHANGE STATION co 0 2 i MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED 3/8' = 1' -0" PROTRUDING OBJECT FREESTANDING OBJECT MOUNTED ON POSTS OR PYLON MAY OVERHANG 12" MAX FROM 27" TO 80" ABOVE FINISH FLOOR OBJECT PROJECTION FROM WALL BETWEEN 27" TO 80" ABOVE FINISH FLOOR SHALL PROTRUDE NO MORE THAN 4" ACCESSIBLE ROUTE 12" 36" MIN. CLR. OBJECT PROJECTION FROM WALL LESS THAN 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY AMOUNT FLOOR SHALL BE SLIP - RESISTANT SURFACE AND LEVEL WITH MAX 1/4" CHANGE IN LEVEL z 2 oco INT. ACCESS. ROUTE CLEARANCES 1/2" = 1 -0 110 SIGN POST OBSTRUCTION ACCESSIBLE ROUTE WALK PROTRUDING HAZARDS 1/2' = 1 -0" CHANGES IN LEVEL N.T.S. 11 12 r CLEAR FLOOR SPACE L J 48" MIN. z oco ACCESSIBLKE URNIAL 3/4" =1' -0' GRAB BAR SHALL BE 1 -1/2" MAX., OUTSIDE DIA.- TYPICAL 2- 1/4"x3 EXPANSION ANCHORS AT MASONRY OR CONC. WALL 2- #10x2" SCREWS AT WOOD OR STEEL STUD WALL -TYP. 1/8'x2" BENT PLATE WELDED TO RAIL AND1 /8 "x3" DIAMETER MOUNTING PLATE @ 4-0" 1 1/2" 1CLR. 2 "x6" BLOCKING AT WOOD STUD WALLS OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL GRAB BAR ACCESSIBLE ROUTE 48" 9" 30" CLEAR CLEAR ACCESSIBLEROUTE NOTE: MAINTAIN 44" MIN. CLEAR AISLE EGRESS PATHS TO EXIT DOORS. DINING ROOM SEATING CLEARANCES N.T.S. 6 7 8 ZO U OJ zmwpO 5' -ID" MIN. (1525) 3' -O" MIN. (965) 6" MAX. ( 50) 1 1 4" MAX. 100) 0 1 10 m 0 cc TOILET PAPER 2' -8" MIN. 815) 455)r J 60 o 0 so10 N w Z v Z z Ozp 0 3 -JvLL. w z U 2 O oCC M O 0_ Z - d m= w• mx O 1- STANDARD TOILET STALL N.T.S. CLEAR FLOOR SPACE 48 MIN. J 2 0 ACCESSIBLE LAVATORY 3/4 =1 -0" 1 INDICATED DIMENSIONS, HEIGHTS. DEPTHS, AREAS AND OTHER GRAPHIC INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. THESE MINIMUMS ARE BASED UPON YUM STANDARDS AND MAY EXCEED ADA REQUIREMENTS. GENERAL NOTES 3 4 4R 1 E EEOOED STREET O.AO 8EH[H. Ck FOEUI Ant fiwfs E6433 . f 4 E58: 9.5.4n r E81. 419.5_.4 A DATE DESCRIPTION A10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 A02.12.09 PLAN CHECK III PLAN CHECK IV A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B ACCESSIBILITY REQUIREMENTS ADA1.0 PLOT DATE: 01.23.09 RETAINING CURB IF NECESSARY) POST MOUNTED ISA SIGN WITH ADDITIONAL 'VAN ACCESSIBLE" LANGUAGE BOTTOM LANDING, 60" LONG, ELEVATION 2% SLOPE, WITH SMOOTH TRANSITION (NO 1/2 LIP) WHEEL -STOP (AWAY FROM AISLE) DIAGONAL 3" STRIPES, 36" 0.C. WHITE OR BLUE PARKING AND AISLE SLOPE 2% MAX. IN ANY DIRECTION VAN - ACCESSIBLE STALL, LEFT OF ACCESS AISLE POST MOUNTED 77.- 7.---ISA PARKING SIGN SIDEWALK 4' CLEAR MIN. RAMP DOWN. USE LEAST POSSIBLE SLOPE, 8.3% MAX. ACCESS AISLE 8' WIDE FOR VAN (5' FOR REGULAR) REGULAR ACCESSIBLE STALL, 9' WIDE, 18' LONG 36" SQUARE ISA PAVEMENT SIGN DEPRESSED CURB RAMP AT ACCESSIBLE PARKING (TYP.) B RAMPS DOWN SIDEWALK <72' WIDE DEPRESSED CURB RAMP RAMPS DOWN SIDEWALK GUTTER LANDING 36" WIDE BAND OF TRUNCATED DOMES DEPRESSED CURB RAMP CURB RAMPS N.T.S. 6" CURB SIDE FLARES SLOPED AT 10% MAX. z SIDEWALK z 2% CROSS SLOPE NO / PARKING CURB CUT AT ACCESSIBLE PARKING e 48" WIDE RAMP SLOPED AT 8.3% MAX. 10% AT CURB 8,9 "- 7.9" z 6.0" 12' z 0.0" PREFERRED) o TYP. CURB RAMP ELEVATIONS ° RAMP DOWN SIDEWALK GUTTER SIDE FLARE TRUNCATED DOMES SURFACE REGULAR CURB RAMP v 0 i 13 N 0 CURB RAMPS N.T.S. 14 ARE REQUIRED TO BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 15 RE- QUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS A WHITE FIGURE ON A BLUE BACK- GROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. FXCFPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY THE ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. 3. BRAILLE - CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE 15 REQUIRED. DOTS ARE .01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN CELLS. DOTS ARE RAISED A MINIMUM OF 0.025 INCH ABOVE THE BACKGROUND. 4. CHARACTERS - LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED THEY ARE TO BE RAISED OR RECESSED A MIN- IMUM 1/32 INCH AND ARE TO BE SANS SERIF TYPE. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RE- CESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MINIMUM STROKE WIDTH. 5. TOILET ROOM SIGN - ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, PROVIDE A 1/4 INCH THICK EQUILATERAL TRIANGLE W/ EDGES 12 INCHES LONG AND THE VERTEX POINTING UPWARD. PROVIDE A 1/4 INCH THICK 12 INCH DIAMETER CIRCLE ON WOMEN'S SANITARY FACILITYES. THE SYMBOLS TO BE CENTERED ON THE DOOR 60 INCHES ABOVE THE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST 6. ON DOORWAYS LEADING TO UNISEX FACILITY THE SYMBOL TO BE PROVIDED SHALL BE AN EQUILATERAL TRIANGLE INSCRIBED WITHIN A 12" DIAMETER CIRCLE AND 1/4" THICK EACH. (111585) 7. WHEN PERMANENT IDENTIFICATION I5 PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1117B.5.6. THROUGH 1117B.5.6.3. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOOR, SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT SO PERSON MAY APPROACH WITHIN 3° OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. SEC 1117B.5.9 li SEE ALSO SECTION 1117B.5.9 FOR ADDITIONAL SIGNAGE REQUIREMENTS APPUCABLE TO C. SANITARY FACILITIES. DISMAY commonPROPORIIONS C- B. t.\ \•••• vu • •• ADA SIGNAGE NOTES & DETAILS N.T.S. 15 HANDRAIL CURB AS GUIDE RAIL WHEEL GUIDE WHEN DOOR SWINGS ONTO LANDING - 42" MIN. PLUS DOOR WIDTH. 72" MILAN. sEE NOTE REQU RID GUIDE RAIL DETAIL HANDRAIL CURB 3" ± 1" HIGH WHEEL GUIDE WHEEL GUIDE DETAIL 24" MIN. EXTERIOR AND 18" MIN. INTERIOR BEYOND THE STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. WHEN NO DOOR SWINGS ONTO LANDING. 60' MIN 72" MIN. NOTE: MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY. RAMP WITH INTERMEDIATE SWITCH BACK PLATFORM ACCESSIBLE ( RAMP DETAIL SEE DA1.1 4 2 / 542 1' -11" 5T @10.5 t1 -0,. 4' -7n 6' -0' 0' anFISIvry f a DECORATIVE PAVERS PATH OF TRAVEL REQUIRED FROM PUBLIC SIDEWALK TO STORE ENTRANCE @ 5 MAX. RUNNING SLOPE AND 2% MAX. CROSS SLOPE (IN ANY DIRECTION) ACCESSIBLE PARKING SIGN PER 8 /ADA1.1 v 8,33° MAX 2% 7VTAXT e' SSIBLE PARKING SPACE. STRIPE AND SIGN PROVIDE 12" "NO PARKING" LETTERS (SEE SHEET ADA 1.0 FOR ADDITIONA L SIGNAGE NOTES) 8.33% MAX T NO PARKING 1 1 PATH OF TRAVEL 1 DETECTABLE WARNINGS HEN ACCESSIBLE ROUTE CRO SES HAZARDOUS VEHICULAR WAY I.E. A DRIVEWAY) 9' -0" NEW CONCRETE SIDEWALK 2% MAX. CROSS $LOPE BUILDING DEPARTMENT NOTES: 1 NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% (INSPECTOR TO VERIFY) 2. THE ENTRANCE DOORS, STAIRWAYS LEADING TO THE PROPOSED AREA OF REMODEL SHALL COMPLY WITH THE HANDICAP ACCESS REQUIREMENTS. (INSPECTOR TO VERIFY) WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDRY BETWEEN THE AREAS MUST BE DEFINED BY A CONTINUOUS, YELLOW, 36" WIDE DETECTABLE WARNING STRIPE THAT DIFFERS FROM ADJOINING WALKING SURFACE IN RESILIENCY OR SOUND ON CANE CONTACT. ASPHALT NOTE 1: WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING STE 2 SEE EE NO NOTE 2 60" MIN. 72" MIN. SEE NOTE 1 60»» MIN AS REQ UIRED RAMP LANDING AT DOORWAY NOTE 1: WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH SEE NOTE 2 172' MIN. TOP PLATFORM IN1T ERMEDIATE LEVEL BOTTOM LEVEL PLATED yf CATFORM STRAIGHT RAMP RUN NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF GEACH RAMP AND RUN VARY SEE NOTE 2 - 60" MIN: 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING SEE NOTE 1 TOP PLATFORM 6o' MIN AS R UIRED MC INTERMEDIATE LEVEL PLATFORM INTERMEDIATE LEVEL AS REQUIRED TURNING PLATFORM CO 0 RAMP WITH TURNING PLATFORM RAMPS N.T.S. 12 s 5% MAX IIIIIIII 1111111 5% MAX. led 11' MIN. 1, 5' MIN. J, 11' MIN. UNIVERSAL ACCESSIBLE PARKING STALL (U.N.O.) ACCESSIBLE PARKING STALL N,T.S. w D HO 0Q JJm m w 0 0wU0 < Q z z O O b z zwzw m- 0 CONCRETE HANDICAP SIGN NOTE: VAN ACCESSIBLE SIGN NOT REQUIRED ON UNIVERSAL OR STANDARD STALLS. GALVANIZED METAL SIGN POST FINISH GRADE 1 -0' N0 r 7 NOTE: DETAIL IS MEANT AS A GENERAL GUIDELINE. REFER TO LOCAL MUNICIPALITY FOR SIGN TYPE, VERBAGE AND R IVSIONS. SIGNS SHALL BE LOCATED SO THAT THEY co CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ACCESSIBLE PARKING SIGN N S.S. N 0 i 8 12' PLUS TREAD WIDTH M!N. EXTERIOR PATH OF TRAVEL 1/8" =1 -0' 1 2' PLUS TREAD T z- WIDTH M:N. NN.NN.,'M zezczz- 1 2` MIN. THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REO'.11REMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AIDFORBUILDINGDESIGNANDCONSTRUCT:GN T. TREAT J l )TH NOTE EXTERIOR STAIRS ALL TREA03 ARE T : HAVE WARNING RiTsicrzApaR EEC. 1115A.5 2 STAIR DETAIL N.TS, HANDRAILS TYP. AT BOTH SIDES OF RAMP TOP OF RAMP BOTTOM OF RAMP 1/8" MIN. RADIUS TYP, 12' 3 BOTTOM LANDING SHALL BE 5 0' MIN. BY WIDTH OF RAMP RAMP SLOPE 1 12 MAX. 1' 4821 . *rerun) STREET i ONO. NFACH CA **area W% rn o :LJ2 eii9z MO 439.0555 t 562 09 ..'..,... AA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 a,11 14.08 SITE PLAN UPDATE Al2.08,08 PLAN CHECK II Al2.15.08 PLAN CHECK III a,02.12.09 PLAN CHECK IV A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B ACCESSIBILITY REQUIREMENT: 6' EMBED 1 -1/2" OUTSIDE DIAMETER PIPE TYP. W/ VERTICALS AT 6 -0" O.C. MAX. TOP LANDING SHALL BE 5-0" MIN. BY WIDTH OF RAMP, LEVEL & CLEAR NOTE: RAMP WIDTH SHALL BE 48' MIN. TYPICAL RAMP DETAIL 1/2'= 1 ADA1.1 PLOT DATE: 01.23.09 1:12' 1:12 MAX. MAX. TTOM LANDING -//60" MIN. DEPRESSED CURB RAMP RAMPS DOWN SIDEWALK GUTTER LANDING 36" WIDE BAND OF TRUNCATED DOMES DEPRESSED CURB RAMP CURB RAMPS N.T.S. 6" CURB SIDE FLARES SLOPED AT 10% MAX. z SIDEWALK z 2% CROSS SLOPE NO / PARKING CURB CUT AT ACCESSIBLE PARKING e 48" WIDE RAMP SLOPED AT 8.3% MAX. 10% AT CURB 8,9 "- 7.9" z 6.0" 12' z 0.0" PREFERRED) o TYP. CURB RAMP ELEVATIONS ° RAMP DOWN SIDEWALK GUTTER SIDE FLARE TRUNCATED DOMES SURFACE REGULAR CURB RAMP v 0 i 13 N 0 CURB RAMPS N.T.S. 14 ARE REQUIRED TO BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 15 RE- QUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS A WHITE FIGURE ON A BLUE BACK- GROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. FXCFPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY THE ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. 3. BRAILLE - CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE 15 REQUIRED. DOTS ARE .01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN CELLS. DOTS ARE RAISED A MINIMUM OF 0.025 INCH ABOVE THE BACKGROUND. 4. CHARACTERS - LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED THEY ARE TO BE RAISED OR RECESSED A MIN- IMUM 1/32 INCH AND ARE TO BE SANS SERIF TYPE. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RE- CESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MINIMUM STROKE WIDTH. 5. TOILET ROOM SIGN - ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, PROVIDE A 1/4 INCH THICK EQUILATERAL TRIANGLE W/ EDGES 12 INCHES LONG AND THE VERTEX POINTING UPWARD. PROVIDE A 1/4 INCH THICK 12 INCH DIAMETER CIRCLE ON WOMEN'S SANITARY FACILITYES. THE SYMBOLS TO BE CENTERED ON THE DOOR 60 INCHES ABOVE THE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST 6. ON DOORWAYS LEADING TO UNISEX FACILITY THE SYMBOL TO BE PROVIDED SHALL BE AN EQUILATERAL TRIANGLE INSCRIBED WITHIN A 12" DIAMETER CIRCLE AND 1/4" THICK EACH. (111585) 7. WHEN PERMANENT IDENTIFICATION I5 PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1117B.5.6. THROUGH 1117B.5.6.3. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOOR, SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT SO PERSON MAY APPROACH WITHIN 3° OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. SEC 1117B.5.9 li SEE ALSO SECTION 1117B.5.9 FOR ADDITIONAL SIGNAGE REQUIREMENTS APPUCABLE TO C. SANITARY FACILITIES. DISMAY commonPROPORIIONS C- B. t.\ \•••• vu • •• ADA SIGNAGE NOTES & DETAILS N.T.S. 15 HANDRAIL CURB AS GUIDE RAIL WHEEL GUIDE WHEN DOOR SWINGS ONTO LANDING - 42" MIN. PLUS DOOR WIDTH. 72" MILAN. sEE NOTE REQU RI D GUIDE RAIL DETAIL HANDRAIL CURB 3" ± 1" HIGH WHEEL GUIDE WHEEL GUIDE DETAIL 24" MIN. EXTERIOR AND 18" MIN. INTERIOR BEYOND THE STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. WHEN NO DOOR SWINGS ONTO LANDING. 60' MIN 72" MIN. NOTE: MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY. RAMP WITH INTERMEDIATE SWITCH BACK PLATFORM ACCESSIBLE ( RAMP DETAIL SEE DA1.1 4 2 / 542 1' -11" 5T @10.5 t1 -0,. 4' -7n 6' -0' 0' anFISIvry f a DECORATIVE PAVERS PATH OF TRAVEL REQUIRED FROM PUBLIC SIDEWALK TO STORE ENTRANCE @ 5 MAX. RUNNING SLOPE AND 2% MAX. CROSS SLOPE (IN ANY DIRECTION) ACCESSIBLE PARKING SIGN PER 8 /ADA1.1 v 8,33° MAX 2% 7VTAXT e' SSIBLE PARKING SPACE. STRIPE AND SIGN PROVIDE 12" "NO PARKING" LETTERS (SEE SHEET ADA 1.0 FOR ADDITIONA L SIGNAGE NOTES) 8.33% MAX T NO PARKING 1 1 PATH OF TRAVEL 1 DETECTABLE WARNINGS HEN ACCESSIBLE ROUTE CRO SES HAZARDOUS VEHICULAR WAY I.E. A DRIVEWAY) 9' -0" NEW CONCRETE SIDEWALK 2% MAX. CROSS $LOPE BUILDING DEPARTMENT NOTES: 1 NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% (INSPECTOR TO VERIFY) 2. THE ENTRANCE DOORS, STAIRWAYS LEADING TO THE PROPOSED AREA OF REMODEL SHALL COMPLY WITH THE HANDICAP ACCESS REQUIREMENTS. (INSPECTOR TO VERIFY) WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDRY BETWEEN THE AREAS MUST BE DEFINED BY A CONTINUOUS, YELLOW, 36" WIDE DETECTABLE WARNING STRIPE THAT DIFFERS FROM ADJOINING WALKING SURFACE IN RESILIENCY OR SOUND ON CANE CONTACT. ASPHALT NOTE 1: WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING STE 2 SEE EE NO NOTE 2 60" MIN. 72" MIN. SEE NOTE 1 60»» MIN AS REQ UIRED RAMP LANDING AT DOORWAY NOTE 1: WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH SEE NOTE 2 172' MIN. TOP PLATFORM IN1T ERMEDIATE LEVEL BOTTOM LEVEL PLATED yf CATFORM STRAIGHT RAMP RUN NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF GEACH RAMP AND RUN VARY SEE NOTE 2 - 60" MIN: 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING SEE NOTE 1 TOP PLATFORM 6o' MIN AS R UIRED MC INTERMEDIATE LEVEL PLATFORM INTERMEDIATE LEVEL AS REQUIRED TURNING PLATFORM CO 0 RAMP WITH TURNING PLATFORM RAMPS N.T.S. 12 s 5% MAX IIIIIIII 1111111 5% MAX. led 11' MIN. 1, 5' MIN. J, 11' MIN. UNIVERSAL ACCESSIBLE PARKING STALL (U.N.O.) ACCESSIBLE PARKING STALL N,T.S. w D HO 0Q JJm m w 0 0wU0 < Q z z O O b z zwzw m- 0 CONCRETE HANDICAP SIGN NOTE: VAN ACCESSIBLE SIGN NOT REQUIRED ON UNIVERSAL OR STANDARD STALLS. GALVANIZED METAL SIGN POST FINISH GRADE 1 -0' N0 r 7 NOTE: DETAIL IS MEANT AS A GENERAL GUIDELINE. REFER TO LOCAL MUNICIPALITY FOR SIGN TYPE, VERBAGE AND R IVSIONS. SIGNS SHALL BE LOCATED SO THAT THEY co CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ACCESSIBLE PARKING SIGN N S.S. N 0 i 8 12' PLUS TREAD WIDTH M!N. EXTERIOR PATH OF TRAVEL 1/8" =1 -0' 1 2' PLUS TREAD T z- WIDTH M:N. NN.NN.,'M zezczz- 1 2` MIN. THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REO'.11REMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AIDFORBUILDINGDESIGNANDCONSTRUCT:GN T. TREAT J l )TH NOTE EXTERIOR STAIRS ALL TREA03 ARE T : HAVE WARNING RiTsicrzApaR EEC. 1115A.5 2 STAIR DETAIL N.TS, HANDRAILS TYP. AT BOTH SIDES OF RAMP TOP OF RAMP BOTTOM OF RAMP 1/8" MIN. RADIUS TYP, 12' 3 BOTTOM LANDING SHALL BE 5 0' MIN. BY WIDTH OF RAMP RAMP SLOPE 1 12 MAX. 1' 4821 . *rerun) STREET i ONO. NFACH CA **area W% rn o :LJ2 eii9z MO 439.0555 t 562 09 ..'..,... AA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 a,11 14.08 SITE PLAN UPDATE Al2.08,08 PLAN CHECK II Al2.15.08 PLAN CHECK III a,02.12.09 PLAN CHECK IV A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B ACCESSIBILITY REQUIREMENT: 6' EMBED 1 -1/2" OUTSIDE DIAMETER PIPE TYP. W/ VERTICALS AT 6 -0" O.C. MAX. TOP LANDING SHALL BE 5-0" MIN. BY WIDTH OF RAMP, LEVEL & CLEAR NOTE: RAMP WIDTH SHALL BE 48' MIN. TYPICAL RAMP DETAIL 1/2'= 1 ADA1.1 PLOT DATE: 01.23.09 10 T6' 0 PARAPETFRAMING T,4-m RUOF SC-CC\SC\ C\k%C...C. XksC \ CC x; O` i \ 1111 1111\ 1111 11 SOUTH ELEVATION U 1111 1111 1111 1 111111 .111111 fl 0 fl n n ti.l-- -Ll - - — — — i C24}J R B 11111111111111 c24) EAST ELEVATION 3 -9TGARCH 6" iO. PAMPE FRAM NG WVT.G. TILE ROOF 0 SUB 18 TU SLAB C9) X44 a n1/4i \ \\\\ _ \‘, \ \ \ \ \ \ \ \ 1. \ \\\ \\ \t 4 \11\11 1111 11111 \\ 11 1111 1111 111111.. TO sue NORTH ELEVATION Q \ \ \ \ \ \ \. \ O \ \\ \\ \ \ \ \ \ \ VT GO23' 9' ARCH 0TO- PAPAPFT 11111 1111 111111 nluuluul1u11!1 \111111 11111111 Q\\\\\\\\\\\\\\\\\\ Q\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \Q \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \AU sue WEST ELEVATION DEMOLITION ELEVATIONS 1 /8' =1 -o" C 4 TYPICAL EXISTING EXTERIOR WALL: 2x6 WOOD STUDS @16" 0.0. w/ 1/2" PLYWOOD (EXP 1) SHEATHING. TYPICAL EXISTING INTERIOR WALL TO REMAIN: 2x4 WOOD STUDS @16" O.C. IMO.) DEMO ITEMS AS INDICATED (SEE KEY NOTES) DEMOLITION LEGEND F A. TOWER FOOTING: FOR PROPER DOWEL EMBEDMENT MAINTAIN MINIMUM WIDTH OF 12" FOR NEW TOWER FOOTING. IF MINIMUM CANNOT BE SUSTAINED DEMOLISH EXISTING TOWER FOOTING AND POUR NEW. SEE DETAIL 9/A6.1 B. C. D. F. INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED SUBSTRATE WALLS ETC. VERIFY WITH OWNER. ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF WARRANTED. VERIFY ALL ACTIONS WITH OWNER. SEE D2.0 FOR DEMO CEILING AND DEMO ROOF PLANS. NOT USED. SEE A0.1 FOR ANY SITE DEMO WORK. DEMOLITION NOTES D rr REMOVE AND REPLACE WINDDOW I J ICE I J cro 6% O© 1 19 II Y i 21) M 11 11 II 11 11 I 1 EMI ® e 19 6) L.L —J 11 IIr LJL 26) FREEZER r ICE MACHI1 i FAEUERI1 w 0- O- M0 0 L -- 111 Ir - NORTH DEMOLITION FLOOR PLAN 3/16" =1' -0° A 6) Vo) REMOVE ALL DINING AREA SEATS, TABLES, TRASH ENCLOSURES, DIVIDER WALLS PLANTS & QUEUING LINE. REMOVE ALL EXISTING TILE FLOORING & COVE BASE IN DINING AREA, CUSTOMER AREA, CORRIDOR, WOMEN'S RESTROOM & MEN'S RESTROOM. PATCH AND REPAIR CONC SLAB AS REQUIRED. CONTRACTOR TO GRIND CONCRETE SLAB PRIOR TO INSTALL NEW TILE. REMOVE (E) ACOUSTIC CEILING GRID & TILES INCLUDING GYP. BD. SOFFITS AS SHOWN DASHED IN CUSTOMER AREA. SAVE EXISTING SPEAKERS, SECURITY EQUIPMENT & SMOKE DETECTORS FOR REINSTALLATION. SEE FLOOR PLAN. REMOVE EXISTING STOREFRONT & DOOR OR WINDOW & FRAME. REMOVE EXISTING BATHROOM DOORS AND FRAMES. REMOVE EXISTING COUNTER AND LOW WALL. EXISTING ENTRY ARCH/TOWER FACADE & WALLS INCLUDING TOWER FOOTING AS REQUIRED, SEE DEMO NOTE 'A. REMOVE SIDEWALK TO NEAREST EXPANSION JOINT OR CURB. DO NOT SAWCUT OR PATCH CONCRETE. MECHANICAL REGISTERS TO BE REMOVED. ADJUST DUCTWORK FOR NEW CEILING HEIGHTS. REMOVE EXISTING CONTINUOUS EXTERIOR SOFFIT, FASCIA & LIGHTING. REMOVE EXISTING LIGHTING WIRING BACK TO SOURCE. SEE A/A6.0 FOR ADDITIONAL INFORMATION. REMOVE EXISTING FLUORESCENT LIGHT FIXTURES WITHIN DINING ROOM, RESTROOMS AND IN CORRIDOR (DASHED). REMOVE EXISTING CRICKET, TOWER ROOFING & SIGNAGE INCLUDING ASSOCIATED WIRING BACK TO SOURCE. REMOVE AND SAVE (E) SECURITY SYSTEM CAMERAS & EQUIPMENT FOR REINSTALLATION. 16) 8 20) EXISTING BUILT -UP ROOF TO REMAIN. PATCH AND REPAIR AS REQUIRED, SEE DEMO NOTE 'C'. DEMO EXISTING FLOOR AND WALL AS REQUIRED. IF NEW DRINK STATION IS NEEDED, DEMO EXISTING DRINK STATION. SEE SHEET A2.0 FOR EQUIPMENT PLAN AND SCHEDULE. REMOVE EXISTING WALL TILE & SUBSTRATE IN BATHROOMS. REMOVE EXISTING TOILETS, SINKS, URINAL & ACCESSORIES, CAP ALL PIPES BELOW FINISHED SURFACE IF EXISTING FIXTURES MUST BE RELOCATED. ALL EXISTING ROOF TOP EQUIPMENT TO REMAIN, UNO. REMOVE EXISTING ROOF TILE, PLYWOOD TO REMAIN. EXISTING STEEL PIPE COLUMN REMOVE FLASHING CAP. PARAPET TO REMAIN. EXISTING STEEL BEAM TO REMAIN REMOVE EXISTING MENU BOARD. EXISTING ROOF SCUPPER AND OVERFLOW. EXISTING STUCCO TO BE REMOVED IN IT'S ENTIRETY. CHECK EXISTING STRUCTURE FOR DAMAGE. REPLACE FRAMING MEMBERS AND SHEATHING AS REQUIRED. COORDINATE WITH YUM! RCM. SEE SHEET A2.0 FOR NEW KITCHEN EQUIPMENT PLAN AND SCHEDULE. 26) EXISTING WOOD BEAM TO REMAIN 28) EXISTING PARTITION TO BE REMOVED. CUT EXISTING PARAPET WALL DOWN AS REQUIRED. SEE DETAILS 3 & 6 /A6.2 DEMOLITION KEY NOTES B 4921 E S2COwn 3713Erf L01:G NE ACn, CA 90sC4 ww rn tom P1tl3Y. 45A.3565 i 537 442.3535 pA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II 012.15.08 PLAN CHECK III A02.12.09 PLAN CHECK IV A 0 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07 01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B DEMOLITION PLANS D1.0 PLOT DATE: 01.23.09 NOT USED F 0) TYP. TYP. r = =i 11 11 11 11 L = =J rs r = =11 11 11 11 11 L= J I i I I 1 1 1 In n r I L lI -- IL H +- I _ —_ 1 r 1III 1 LI 111— J 1 —_— y _ I 1 47_.= J I- + I I LJ LJ J 1L r- I l LJJ I v I — t -Fr _ —j TI m J k _ ® J u 1 I [=i LJ 1 m 1 rTTJJI I -1 _e— E +— I' I — —L LJ E- + I I II _ ii 1_ 11 - - J I J 1 1 HA- J'F+ 1 m 1 J 1-1 L A L E) I 1 I I -_ - LJ - - LJl J 1.1 1 -jL 1 __ _hi uu I L J _1 1 1 (E) 1 I k 4 i - I — -- 1a1- L - -J - r r`n LJ J UI _1_J.L 1I1 I 714 r 7 - - -- 7 1 r - i 1 r = =J H r = =1 I 1' 1 L__I Ho1II111I J _- 1 E) 1 1 1 TYP. TYP. NOTE: SEE KEY NOTES ON SHEET D1.0 492, E 5£:Cpb ITREE} 0t40 4“ACH, CA 3:$ 1`.3 w ceni 533_ r;. ;an32.35£5 53",432 3595 n,yr. I•'j._SINr.r..° iota DEMOLITION REFLECTED CEILING PLAN 3 /16 ^=r -o° TYP. lRs"\T\ -c7c RAT 7 \- - ' c\v ; 'c I\ \ \ \\\\\\\\\\\\\\\\\\\`\\\\ N \\\\\\, \\\\\\\ \\\\\ \\\\ \\\\\ \\\\\ \\\\ C\ \\` \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \` \ \ \\ N\\\\\` \ \ \\ \\ \ \\\\\ \\\` \ N\\\\\\\\\\\\\ \ \\ \` \\ \ \\\\ 1\\\\`\\\\\\\`\\\\\ \ \ \ \ \ \ \ \ \ r \\\\\\\\\ \\\ \ ft \ \\\` , 1, \ \ \ \ \ \ \ \ \ \ \ \ • \ \ \ \ \• ` \ \ \\• ` \ \ \ \ \ \ \ \ \ \ 1 . \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \\` \ \ \ \ \ \ \ TYP. R1\_ \_ \ \ 7\n7\-71 \\ \ \ \ \ \ \ \ \ \\ \ \ \ \` \ \) y f` \\\`\\\\\\\\\\\\\\\y I . N\\\ \ x\NNNNNNNNNj E)STEEL BEAM TO REMAIN E) 2x10 @ 12' O.C. TYP. E) WOOD BEAM TO REMAIN NOTE, SEE KEY NOTES ON SHEET D1.0 NORTH A DEMOLITION ROOF PLAN 3/16 ° -1 -o B QA DATE DESCRIPTION 10.28.08 PLAN CHECK 1 A11.14.08 SITE PLAN UPDATE Al2.08.08 PLAN CHECK II Al2.15.08 PLAN CHECK III 002.12.09 PLAN CHECK IV A 0 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B DEMOLITION PLANS D2.0 PLOT DATE: 01.23.09 N OT USED NOT USED N OT USED E a 4. E) MENU BOARD I a E) fir— PRICE CONFIRMATION BOARD E) DRIVE THRU VoRWARON- ELECTRICAL SITE PLAN " -2u NOT USED D AVERAGE FT- CANDLES: 10.0 TO 12.0 MINIMUM FT- CANDLES: 2.0 MAXIMUM TO MINIMUM RATIO: 15 TO 1 AVERAGE TO MINIMUM RATIO: LESS THAN 5 5 FT- CANDLES AT MAIN ENTRANCE, TRASH ENCLOSURE, MENU BOARD, PREVIEW BOARD AND DRIVE THRU ENTRANCE. CONSULTANT NOTED PER ORIGINAL MARK -UP. T.B. LOT LIGHTING LEVEL STANDARDS C A RE -CONNECT AS REQUIRE) TO DOSTNNG CABLNG AND CONDUITING FOR THE DANE THRU ORDER SYSTEM NOT USED. RE -CONNECT AS REQUIRED TO DOSING INTERCOM MD DATA UNE. VERIFY AT SITE OTHERWISE, PROVIDE NEW. REUSE (q CONDUIT WHERE APPROPRIATE SEE OCB AND PCB DETAILS PROVIDE) ON ARCHITBJ11JRAL SITE DETAIL SHEET A02 4 ) ADD ADDITIONAL 1'C TO DRIVE THRU WINDOW FOR PRICE CONFIRMATION BOARD. REFER TO ARCHITECTURAL SITE DETAILS 16/A0.2 FOR ADDITIONAL INFORMATION REMOVE UNUSED CONDUCTORS AND PROVIDE CAP AND ABANDON EXISTING CONDUITS ON DEMOLISHED MENU BOARD KEYNOTES B 082! E SECOND STREET LONG BEACH. GA 90503 w..:, rer.r,Ie de.l9n cam 1 552 A59 1555 1 562 439 3595 e I !er ME E.`' -a = =- a== MEE i.. mr. IMP an S , MEM Engineered Spaces Inc 1901 ~pa .I. (714) 449 -1646 Ri.E.y a 9963:1 fax (714) 449-1946 r+\ DATE A A A A A A A A DESCRIPTION CONTRACT DATE: 07.01.07 BURDIGTYPE: M2B PLAN VERSION: Aug08 SITE NUMB 296470 STORE NUMBER: 2823 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B SITE ELECTRICAL PLAN E1.0 PLAT DATE 08.22.08 r r L -1 1 EXISTING 9r P 1 z 1 E1IST1NG 6. EXISTING 6. EXISTING & DOSING Y i 34 ) 0A ) 0A ) L 1— 1 niia' PANEL A L 1 EXISTING PANEL B L L J L J EXISTING DOSTiNG NOTES: 1. ALL CIRCUIT BREAKERS (MAIN SWITCHBOARD, DISTRIBUTi(N4 PANELS, PANELBOMiaS) SHAT BE SERIES RATED FOR 85,000 AC OR APPROVED EQUAL UNLESS OTHERWISE NOTED. 2. EQUIMENT ENCLOSURES SHALL BE CLEARLY MARKED 'CAUTION-SERIES RATED SYSTEM - 85,000 AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.', IN COMPLIANCE WITH 1996 NEC SECTION 110 -22. END -USE EQUIPMENT SHALL ALSO BE MARRED WITH THE HIGHER SERIES COMBINATION INTERRUPi1NG RATING AS PER 1999 NEC SECTION 240.83(c). 3. ALL FEEDERS INDICATED ARE COPPER RHWN/THHN.' AC-1 AC-2 DUAL -UNE EQUIPMENT CABINET FURNISHED BY OTHERS) ALL EQUIPMENT SHOWN HERE IS DOSi1NG UNLESS DENOTED AS NEW. SINGLE UNE PLAN NOTES: MATCH EXISTING CIRCUIT BREAKER TYPE 1. ALL WIRING SHOWN SHALL BE COPPER TYPE'THHWfHWN' EXCEPT FEEDERS FROM UTRLTTY TRANSFORMER TO SWITCH BOARD MAY BE ALUMINUM. SINGLE UNE KEYED NOTES: RE -USE EXISTNG FEED FOR THE NEW DUAL UNE EQUIPMENT. PROVIDE NEW IF NECESSARY. WIRE ISOLATED GROUND TO ISOLATION GROUND BUS IN PANEL AND LAND ISOLATED GROUND TO SINGLE POINT GROUND. 'DO NOT COMBINE COMMON GND TO ISOLATED GROUND'. EQUIPMENT CABINET IS FURNISHED WITH MAPS UNE. EXISTING FEEDER TO BE PROVIDED VNTH AN ISOLATED GROUND CONDUCTOR CONNECTED TO SYSTEM GROUND. EXISTING PANEL TO BE RETRO -FITTED WITH AN ISOLATED GROUND BUS. RISER DIAGRAM r. n• 0 CD Fo 0 0 NL 2X4 FWORESC WT FIXTURE 2X4 FWORESCENT FIXTURE WITH BATTERY PACK 1)(4 FLUORESCENT FIXTURE OM FLUORESCENT FIXTURE DOWN.IGHT FIXTURE PENDANT MOUNTED LK3HT FDCTUIiE TRACK MOUNTED PENDANT LIGHT FIXTURE COOLER FIXTURE EXHAUST HOOD FIXTURE BUT SIGN COMPACT FLUOPESCENT SECURRY STROBE NIGHT LIGHT CD 4 e iat 4 i m SD CEUNG MOUNTED SPEAKER WAN- MOUNTED SPEAKER JUNCTION BOX WAN- MOUNTED JUNCTION BOX TELEPHONE OUTLET DEDICATED GROUNDED OUTLET DUPLEX GROUNDED OUTLET DOUBLE DUPLE( GROUNDED OUTLET GROUND FAULT DUPLEX OUTLET GROUND FAULT DUPLE( W/ BOTT. HALF SWITCHED GROUND FAULT DEDICATED CURET CDUNG DUPLEX OUTLET DUPLE( ISOLATED GROUND OUTLET DOUBLE DUPLEX ISOLATED GROUND OUTLET DEDICATED ISOLATED GROUND SPECIAL PURPOSE OUTLET ELECTRICAL PANEL SEE SHEET E2.1 FOR PANEL SCHED. HOLD UP EMERGENCY BUTTON ELECTRICAL MOTOR MOTOR RATED SWITCH DUCT MOUNTED SMOKE DETECTOR 0 0 CONNECTION TO EQUIPMENT FUSBLE WITH STARTER DISCONNECT SWITCH I FUSED DISCONNECT SWITCH NON -FUSED DISCONNECT SWITCH PHOTOCELL RAN SENSOR FLUORESCENT WALL MOUNT FIXTURE SECURITY LIGHT P so SINGLE POLE, SINGLE THROW TOGGLE SWITCH SINGLE POLE SINGLE THROW TOGGLE SNATCH W/ BLOT IS- r RELAY CONDUIT RUN, CONCEALED IN WALL OR CEUNG CONDUIT RUN, UNDERGROUND O' SMOKE DETECTOR WP WEATHERPROOF ELECTRICAL LEGEND F CACUi NO. MD WII WI A WIRES Ti 9 ME NO. LOAD DESCRIPTION CONNECTED LOAD WATTS TRP Mips M 42905 0 TRP AMTS WATTS 35867 LOAD DESCRIPTION A.E NO. WIRES SIZE GRAD WIRE SIZE CIRCUIT NO. A B C 10616 A B C 1 12 2 #12 0 SHOW WINDOW RECEPTACLE M 1600 27045 12740 20 A 1 20 240 L DINING ROOM PENDANT UGHTS 0 2 #12 12 2 3 TOTAL 31985 Bilffi1 1600 22840 152157 130800 133748 W Qa 120/208V, 30-4W = 372A B LARGEST MOTOR LOAD = 11790 W x 0.25 = 2948 W LOAD SUMMARY 12® L MISCELLANEOUS UGHTING 0 2 #12 12 4 5 1600 c 1200 L MENU BOARD 0 2 #12 12 6 7 1600 A 160 L CANOPY DOWN UGHTS 0 2 #12 12 8 9 800 B 860 L DINING ROOM DOWN UGHTS 10 11 1600 C N 1436 L EXTERIOR UGHTING 13 v v 800 A 1200 L STORE SIGN © 14 15 TRACK UGHTS (8.0 LF) C1 L 600 B 1200 L STORE SIGN Q 16 17 SPARE C 1200 L STORE SIGN 0 18 19 SPARE A SPARE 20 21 SPARE B 360 M POS RECEPTACLE 22 23 SPARE C 540 M FRONT COUNTER RECEPTACLE 24 25 v v SPARE v v A 120 RESTROOM UGHTiNG CO 26 27 12 2 #12 POWER SOAK K 1020 20 B 1200 M OUTDOOR MENU BOARD 0 2 #10 10 28 29 1020 C SPARE 30 31 12 2 #12 SPARE A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 v v v C v v v 42 GENERAL NOTE: PROVIDE ISOLATED GROUND BUS. WATT& BUSA 5720 BUS B 8840 BUS C 8596 TOTAL 23156 4000 4020 4220 1720 4820 4376 UGHTING = 10616 x 1.25 KITCHEN EQUPMENT — 0 x 1.0 = OTHER LOADS (MISC.) = 12540 TOTAL LOAD= TOTAL CURRENT- 13270W OW 12540 W 25810 W 72A PANEL G ELECTRICAL DATA 120/208V PANEL TYPE NOQD MOUNTING FLUSH MAINS 100A M.LO. PHASE 3 NEUTRAL BUS AMPACIiY 100A GROUND BUS AMPACITY 50 AIC RATING 65KA SERIES RATED PANEL NOT USED PANEL UGHTiNG MI) KITCHEN EQUIP. own HVAC MO MISCELLANEOUS OM CONNECTED LOAD DEMAND LOAD ON) A 0 42905 0 7420 50418 35867 B 21370 0 28210 1960 51540 56883 N) 'G' 10616 0 0 12540 23158 25810 N) EQUIP. CABINET 0 26325 0 720 27045 12740 TOTAL 31985 Bilffi1 28210 22840 152157 130800 133748 W Qa 120/208V, 30-4W = 372A LARGEST MOTOR LOAD = 11790 W x 0.25 = 2948 W LOAD SUMMARY PANEL SCHEDULE KEYED NOTES: ROUTE CIRCUIT THRU AUTOMATIC UGHTING CONTROL. SEE DIAGRAM ON THE UGHTING PLAN SHEET E4.0. O LEGEND 4821 E SECOND STREET IONG BEACH OA 90903 www. 9ernaIdd esign. corn 1 552 439 3555 I 562 439.3595 196,eg1 ii ME M =mEEEEEEZIME an MEWS EEE 3 - ra FPM II EEE Engineered Spaces Inc 1901 Mariposa W. (714) 449 -1646 PullarOwy 04921193 floc (714) 449 -1946 H\ DATE DESCRIPTION A A A A A A A A CONTRACT DATE BUILDING TYPE: PLAN VERSION: SITE NUMBER STORE NUMBER 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B PANEL SCHED. l LEGEND E2.0 PLOT ATE: 08.22.08 ili I Ma aw TIN 111 0 111 IIIIIIIIIIIIIIIIIIIIIIIICd11111 1!1111111!IIIIIIIII!11111!I! 99 91111111111 G-9,11,13 POWER PLAN GENERAL NOTES A. NOT USED. B. ALL CONDUIT DROPS ARE INSIDE WALLS U.O.N. SEE ARCH. DWGS FOR WALL DIMS. C. ALL J -BOX CIRCUITS, CONDUITS, FIXTURES, ETC. SHALL BE AS INDICATED ON THE ELECT. DWGS AND SPECS. D. CONTRACTOR SHALL VERIFY UNDERGROUND CONDUIT LOCATIONS PRIOR TO POURING SLAB. E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE LOCATION OF ELECT. ROUGH -INS WITH INFO PROVIDED ON THE ARCH. AND STRUCT. DWGS AND THE EQUIPMENT ACTUALLY SUPPLIED, AND TO CONFIRM THE CORRECTNESS OF ANY DIMENSIONS HEREIN. F. LOCATIONS OF ALL OUTLETS MAY BE RELOCATED TO NEAREST STUD. DO NOT CUT INTO STUDS. G. FOR EXACT LOCATIONS OF KITCHEN & MECHANICAL EQUIPMENT AND POINTS OF CONNECTION, REFER TO KITCHEN & MECHANICAL EQUIPMENT DRAWINGS AND MANUFACTURER'S SHOP DRAWINGS. H. ALL CIRCUIT FEEDERS AND DISCONNECTS SHALL BE SIZED BY NEC. I. CONTRACTOR SHALL VERIFY CIRCUIT BREAKER, DISCONNECT SWITCH, STARTER AND FUSE SIZES WITH SELECTED EQUIPMENT MANUFACTURERS SHOP DRAWINGS PRIOR TO PLACING ORDER AND PROVIDE EVERYTHING AS REQUIRED. J. ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE NEMA -1 FOR INTERIOR AND NEMA 3R FOR EXTERIOR. IN COASTAL REGIONS THE STANDARD FOR OUTSIDE SHALL BE NEMA -4X. K. PER SECTION 210.8(B)(3) NEC 2002, ALL 15 AND 20A, 120V RECEPTACLES IN COMMERCIAL KITCHENS ARE REQUIRED TO BE GFCI PROTECTED. THIS INCLUDES ISOLATED GROUND RECEPTACLES. L DO NOT MEASURE/LOCATE OUTLETS ON DRAWINGS. USE DIMENSIONS PROVIDED. M. CONDUIT MAY RUN UNDER SLAB AT G.C.'S DISCRETION. N. E.C. SHALL PROVIDE A PREPRINTED SELF - ADHESIVE LABEL ON ALL POS RECEPTACLES STATING 'POS USE ONLY'. O. PROVIDE ESCUTCHEON PLATES AND SEALANT AT ALL UTILITY PENETRATIONS INTO WALLS CEIUNG, AND FLOORS. DO NOT USE CAULKS OR EXPANSION FOAM FOR SEALANT. 1--1 K2. 3_1 4] K5 t61 POWER PLAN NOTES RECORD DRAWINGS WERE NOT AVAILABLE. REFER TO ARCHITECTURAL NOTES FOR SPECIFIC REQUIREMENTS. COORDINATE FINAL LOCATION AND MOUNTING HEIGHTS WITH ARCHITECTURAL DRAWNGS AND KITCHEN CONSULTANT. PROVIDE ALL CODE REQUIRED GFCI RECEPTACLES IN ACCORDANCE WITH 2002 N.E.C., 210.8(8)3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH AUTHORITY HAVING JURISDICTION FOR FINAL LOCATION OF EMERGENCY POWER SHUT -OFF BUTTON AT KITCHEN. PROVIDE ALL RELAYS AND INTERLOCKS REQUIRED WTH VENTILATION AND FIRE SUPRESSION SYSTEM TO OBTAIN A COMPLETE AND OPERATIONAL SYSTEM. COORDINATE WITH RESPECTIVE TRADES FOR ADDITIONAL REQUIREMENTS WHICH ARE TO BE INCLUDED AS PART OF BASE BID. ELECTRICAL CONTRACTOR SHALL COORDINATE VANTILATION AND FIRE SUPRESSION CONTROL PANELS WITH RESPECTIVE TRADES. PROVIDE ALL CONDUIT, LINE AND LOW VOLTAGE WIRING AS WELL AS REQUIRED INTERLOCKS FOR OBTAINING A COMPLETE AND OPERATIONAL SYSTEM. ALL RECEPTACLES AND DEVICES INDICATED ON PLAN ARE NEW. POWER PLAN 114' -W KEYNOTES @ NO SURFACE MOUNTED CONDUIT OR,!- BODQ_S BS ID CUP DISPENSER. GC TO RUN CONDUITS BELOW. Two CASH RE(11131ER8 W/ PRINTERS CASH DRAWER 18Wx18J3D NOTE: PRINTER ABOVE = 95(13' 7 DIAMETER COUNTER TOP GROMMET HOLE FOR REGISTER VARNG CREDIT CARD READER SHALL BE PLACED BETWEEN BOTH REGISTERS SERVICE COUNTER yr - D NOT USED c MAINTAIN N.EC. REQUIRED WORKNG CLEARANCE N FRONT OF ELECTRICAL EQUIPMENT (PANELS, ETC.) NEW PANEL 0' FIE - CONNECT AS REQUIRED TO EXISTING HEATED CABINET CIRCUIT. VERIFY LOCATION AND REQUIREMENTS EXISTING PANEL 'A' EXISTING PANEL '8' C!_) RE- CONNECT AS REQUIRED TO EXISTING CARBONATOR CIRCUIT. VERIFY LOCATION AND REQUIREMENTS RE- CONNECT AS REQUIRED TO EXISTING S/S DRINK DISPENSER AND ICE CUBER CIRCUIT. VERIFY LOCATION AND REQUIREMENTS 8 ) PROVIDE AND CONNECT AS REQUIRED TO UNDER COUNTER HOLD -UP BUTTON. VERIFY LOCATION AND REQUIREMENTS (TYPICAL) Cop CONNECT ELEC. AS REQUIRED TO FRONT COUNTER P.O.S. REGISTERS AND SAFE. VERIFY LOCATION AND REQUIREMENTS. NO OTHER ELEC. EQUIP. SHALL SHARE THE SAME CIRCUIT AS THE POS EQUIP. INCL THE SAFE. ALL POS EQUIP. SHOULD BE ON THE SAME PHASE. 10) SPEAKER WIRING SUPPUED AND INSTALLED BY G.C. SPEAKERS (CEILING- MOUNTED) IN DINING ROOM TO AMPUFIER IN OFFICE NOT USED NEW CEIUNG - MOUNTED SHOW WINDOW RECEPTACLES (TYPICAL) A PROVIDE FLUSH MOUNTED J -BOX AND (1) 120 VOLT AC @ 60 HZ SERVICE WITH 15 AMP BREAKER FOR TACO BELL 'OPEN LATE' SIGN. SEE SHEET A4.0 FOR SIGN LOCATION. 14 ) PROVIDE (1) 120V 4-PLEX OUTLET TO AN EXISTING CIRCUIT FOR EACH ALTERNATE PAYMENT CREDIT CARD READERS PROVIDE A 2X4 JUNCTION BOX WITH A 1 ? CONDUIT TO ABOVE THE CEILING FOR EACH ALTERNATE PAYMENT CREDIT CARD READER C16) PROVIDE (1) 120V 4-PLE( OUTLET TO AN EXISTING CIRCUIT FOR IDU (ROUTER) IN THE MGRS. OFFICE. PLACE THE OUTLET ABOVE THE TOP SHELF NEAR WHERE THE IDU WILL BE PLACED. PROVIDE A 4X4 JUNCTION BOX WITH A 1 ' CONDUIT TO ABOVE THE CEILING FOR FOR THE IOU (ROUTER). PLACE THE JUNCTION BOX ABOVE THE TOP SHELF IN THE MGRS. OFFICE NEAR WHERE THE IDU WILL BE PLACED. C18) X19) C2o) NEW CEIUNG MOUNTED OUTLET FOR SECURITY MONITOR. NEW J -BOX FOR MENU BOARD. VERIFY POINT OF CONNECTION. J -BOX FOR CANOPY UGHTS. VERIFY POINT OF CONNECTION. WIRE VIA EXTERIOR UGHTING CONTACTOR. KAY NOTES 9 48 ], E SECOND STREET LONG BEACH. CA 90603 nuv.nrn. Ifi2 a aSn.com 582 419.3555 562 439.3595 a nrn.!.1n,.ri9 UNIMMTAn=====91EM v-s - -- faaaann MEM aa= r.r Engineered Spaces Inc 1901 M4rlpan ninon, CA 92E13 Ed. (714) 4494646 Ex (714) 449-1946 A DATE A A A A A A A A DESCRIPTION CONTRACT DATE: BUILDING TYPE: PLAN VERSION: 911E NUMBER: STORE NUMBER: 07.01.07 M2B Au908 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B POWER PLAN E3.0 PLOT DATE 08.22.08 C C T3 3-12 L 3 5 V 16 K82 (2) KB d 0-10 G-10 0 L2 a 3-10 b0 L1 aQ1 0 L2 0-10 b 0-10 b0 Li 0-10 a 0-10 1 0-10 OL, 5 4 11 c11 T3 G-12 0- T3 T\G -12 3-10 0l3 3-10 a0 L G-0 U n 0-10 a0 L1 G-10 b 0 0-10 O L1 0-15 llK L A c ,R KB 0-10 OL1 a G-10 0 L2 01 G-10 a0 L TIMER 0-2 (HOUR BYPASS FOR • 6 LKl TITNG r G-100 ab0 4 e L2 e• V % iiiiiiiiiii iiiio 0-10 b0 L1 0-10 G-10 OL1 a G-10 O L1 G AUTOMATIC LIGHTING CONTROL DIAGRAM 2 HOUR BY -PASS T.E SNITCH TORK ) REFER TO UGfl10 PLAN ON THIS SEET FOR LOCATION. TYP. 1201) ASIRONaICAL , 385 -DAY PROW/MARE DIE CLOCK LOCATED MOW NEW PANEL '0' 14 A NELA -1 DI0.091RE (TORN( /2400A) i t 2 c6 ;.' 2 8! 81 61 Ei1 41-1-1 r_ - -i T-T-il= a 2 a R R 120V) CONTROL MAY 14 A RNA 1 D4QOSAE LOCATED N COMO ABOVE 1171CM- SOUAIE D #39O1 TYPE 'S) CR2 1 3-12 c 3 J U U U U LI LI IJ U U 0-12 3 0-12 3- 2 0 i i LIGH77NG PLAN NOTES. RECORD DRAWINGS WERE NOT AVAILABLE. REFER TO ARCHITECTURAL NOTES FOR SPECIFIC REQUIREMENTS. ROUTE ALL LIGHTING CIRCUITS THRU A TITLE 24 COMPLIANT ENERGY MANAGEMENT SYSTEM AUTO TIMECLOCK OR EQUAL). COORDINATE PUSH -TYPE OVERRIDE BY -PASS BUTTON WITH ARCHITECT /OWNER PRIOR TO INSTALLATION. OVERRIDE TIME INCREMENTS SHALL NOT EXCEED TWO HOURS. ALL EMERGENCY UGHT FIXTURES AND EXIT SIGNS TO BE PROVIDED V TH 90 MINUTES EMERGENCY BATTERY PACK AND CONNECTED TO UN- SWITCHED CIRCUIT. COORDINATE LOCATION OF ALL SWITCH AND SNITCH -BANKS WITH ARCHITECT /OWNER PRIOR TO INSTALLATION. ALL CONTROLS SHALL BE GANG -ED TOGETHER. ALL UGHT FIXTURES LOCATED IN ONE OR TWO HOUR ASSEMBY SHALL BE PROVIDED WITH EQUIVALENT RATING ENCLSURE. REFER TO ARCHITECTURAL WALL /CEILING TYPES FOR ADDITIONAL INFORMATION. ALL LIGHT FIXTURES AND UGHTING CONTROLS INDICATED ON PLAN ARE NEW UNLESS NOTED AS EXISTING. GENERAL NOTES A. CONFIRM UGHTING FIXTURE QUANTITIES WITH SUPPLIER. B. EMERGENCY AND NORMAL UGHTING MARKED WITH 'NU SUBSCRIPT SHALL OPERATE CONTINUOUSLY. PROVIDE UNSWITCHED HOT TO NORMAL AND EMERGENCY BALLAST. C. EMERGENCY UGHTING NOT MARKED WIH 'NU SUBSCRIPT SHALL OPERATE UNDER CONTROL OF UGHTING SWITCH AS INDICATED. PROVIDE UNSWFTCHED CONSTANT HOT TO EMERGENCY BALLAST AND SWITCHED HOT TO NORMAL BALLAST. D. ALL CONDUITS ENTERING OR LEAVING COOLER/FREEZER SHALL BE PROVIDED WITH SEAL -OFF FITTING WITH COMPOUND PER NEC 300 -(7a). E. ALL INTERIOR UGHTING CIRCUITS TO BE WIRED THRU THE UGHTING CONTROL RELAYS. F. SEE 2 & 8/E6.0. CONTRACTOR TO FIELD VERIFY CEIUNG TYPE AND PROVIDE PROPER G. MOUNTING HARDWARE. ALL FIXTURES SUPPUED WITH LAMPS. LIGHTING PLAN 1/4' 1'-0' NO. QUANTITY LOCATION MANUFACTURER 1 CATALOG NUMBER DESCRIPTION LAMP MOUNTNG VOLT WATT RBAARICS N0. QUANTITY LOCATION MN FPC'IUFEi1CATNAGNUMBER D EON LAW MOUNTING VOLT WATT RBAARKS r I TYPE Err. TYPE TYPE Kt E) EXISTING TO REMAIN R 7 ACCUSEN PENDANT 1 U04 PB°' 9L0' AFF' 120 20 El 3 EXTERIOR WVALL ACCUS IV KB3W1 S(R GOOSE NECK FIXTURE BLACK RASH 1 METAL HALIDE70N WAIL 11'3' APE 8'$ ALT. 120 CENTER ON PANS- OR DOOR EM2 2 RESTRM THOMAS/DAY -BRUTE 1TG232 -01- 120- 1 /1- EBFMKI4 1x4 FLUORESCENT 2 31032/741K RECESSED FLANGE 120 58 NOTE F T8 8 BOBIOR WML ACCUSERV C &FO800T/OB211-016 WALL SCONCE, CUSTOM DARK BRONZE FNE1 1 LLAONPS WALL 7+dAAR TOC9flTBR 120 70 EM2 2 RESTRM DEB-1 / DAY -BRITS DEB-1 EMERGENCY BALLAST KIT FIELD INSTALL 8 IOWBIg ACCUS3W OS188N0120 WP FLUOFieBL'B(T LOFITNO 1 12H0 WAIL 6' BEI'° ARCHES 120 108 EM4 3 DINING THOMAS/McPHILBEN CAX6 EMERGENCY LIGHT FROG EYE 2 WALL TOP @ 101 -5' A.F.F. 120 18 G1 2 DINING THOMAS/McPHILBEN 00L3RWEM EXIT SIGN, LED UNIVERSAL MOUNT LED CEILING 120 4 KB 8 DINING LOL 9023BK TRACK LT BLK GIMB. RING 1 L4458 TRACK 120 75 MOUNTING AS DIRECTED K82 4 DINING LOL BLACK TRACK BOOM( SINGLE CIRCUIT 2'-0'TRA(YX TOP 0 11' -1 VIPAFF 120 CONNECTOR AS NEED L 6 SERVING ACCUSERV 08211-001 DOM./3W FLUOR. 1 UB204 RBC FWD CLG. VAFEB SEE A7.1 120 20 W/ F RE$1- LE 4STFi' OVER COUNTERF L1 18 DINING ACCUSER/ 08201,002 DOWYFLIGFR FLUOR IECIESSED 1 U0204 RECD DROP CUL VASES SEE A7.1 120 20 12 8 0x1140 ACCUsev 08211-008 DOWNJGFRauOR. RECESSED 1 UB204 RECESSEEI HARD CLG. VARES SEE A7.1 120 20 L8 2 DUNG ACCUSER/ 08211-004 DOWM GHTRJJOR RECESSED 1 UB804 RECESSED DFDPOLG. VATS SEE A7.1 120 20 W/F LB4STRIA 0/ COUNTER L6 3 DINING ACCUSERV R4/402 4' DOWNUGHT RECESSED 1 RECESSED HARD CLG. 120 75 LIGHTING FIXTURE SCHEDULE C 4) A STRIP LIGHT FIXTURE WV ON ROOF. SEE A3A FOR PL CEI BIT. LOCATE JUNCTION BOX AND BALLAST FOR ROOF TOP UGHT FIXTURE INSIDE OF TOWER STRUCTURE N AN EASILYACCESBLE LOCATION. EMERGENCY UGHT FIXTURE. PROVIDE SEPARATE HOT LEAD TO FIXTURE BY- PASSING SWITCHING AND ALL UGHTING CONTROL ROUTE CIRCUIT THRU PHOTOCELL AND 7 -DAY, 24 -HOUR TIME CLOCK, PHOTOCELL ON', TIME CLOCK OFF', ADJUSTABLE. DO NOT PUT EXTERIOR MENU BOARD ON TIME CLOCK CIRCUITS CONNECT AS REQUIRED TO CANOPY AND RACEWAY SIGN. VERIFY LOCATION AND REQUIREMENTS. CANOPY DOWNUGHT BY OWNER. GENERAL CONTRACTOR TO PROVIDE POWER AND LAMP. 6 ) PROVIDE SWITCHES FOR THE DINING AREA UGHTING CONTROL (Sa, Sb, Sc AND Sd) C8) 9) EXISTING PANEL 'A' EXISTING PANEL'B' EXISTING MAIN SWITCHBOARD 10 NEW PANEL 'G' ELECTRICAL CONNECTION POINT FOR CANOPY J -BOX FOR MENU BOARD. VERIFY POINT OF CONNECTION. 7 LIGHT PANELS WIRED IN SERIES. G.C. TO MAKE FINAL CONNECTION. KEY NOTES B 4821 E SECOND STREET LONG BEACH, OA 50003 www.ferna rd tom 552 439 3555 f 562 439 3595 l,e<,are *1 1e ,!n -5 MMMMMM ••••••••••••••• aass R• N W MMMM EINEBs££3 MMMMM SS 1 M fl_ S- I s;: Engineered Spaces Inc 1901 Mallpoe rod. (714) 449 -1646 Riutona CA 9203 fax (714) 449 -1946 DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER STORE NUMBER 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B LIGHTING PLAN SCHEDULE E4.0 PLAT DATE: 08.22.08 III I I I IIII I IIIII I I IIIIIIII! IIIIIIIIIIIIIIIIIIIIIIIIiIIIIIN !111111 I I I I IIII I IIIII C C F I I LI u u U U U U POWER PI.AN 1/4' -1'-0' A. SU' PLY AND INSTALL OWLETS AND CONDUIT FOR OWNER SUPPLIED AND INSTALLED CABLE AND LOW VOLTA WIRING (U.O.N.) TELEPHONE MD MUSIC SYSTEM WIRING SHALL BE SUPPLED MD bTTALLED. SEE SCOPE OF WORK SHEETS. B. c. SEE SHTS. ESA AND E3.1 FOR ELECT. INFO ON POS, SECUITY SYSTEM, CCTV SYSTEM, OFRCE) COMPUTER, DRNETHRU TIMER AND DRIVE-THRU COMMUNICATION SYSTEM. THS PUN INCLUDES CONDUITS AND .1-130) ES FOR POI, SECURITY SYSTEM, CCTV SYSTEM, (OFFICE) COMPUTER, TELEPHONE SYSTBvI, MUSIC SYSTEM, DRIVE -THRU TIMER AND DRIVE-THRU COMMUNICATION SYSTEM. D. ALL OUTLETS NC BODES MOUNTED IN THE SERVING COUNTER CABINETRY ARE TO BE 24' AM. INSTALL JUNCTION BOXES WTH CONDUIT UNDER CABINET TO NEAREST WALL AND TO ABOVE CEILING. COMMUNICATIONS NOTES E El B m NR 21/! MUSIC SYSTEM SPENCERS 0 SECURITY STROBE J-BOX 2'x4' J-BOX VII DATA PORTS O MOTION DEFECTOR DOOR CONTACT ti KP AS B FS DOOR RCONCONR (LINKED TO AUDIO VISUAL ' SOUND ALERT' DEVICE KEYPAD (MTD AT 48' OFF.) ALARM SIREN ABOVE CLG BUMP PAD (MOUNT AT FRONT HOOD RITE SUPPRESSION SYSTEM PULL STADON COMMUNICATIONS LEGEND D 4x4 J-BOX AND COVER WITH (1)1A2 CONDUIT TO ABOVE CEILING FOR MUSIC SYSTEM Rya A COM. # EQUIPMENT ITEM ELEVATION REMARKS M 01) CEUNG SI'FAKEFS, COLOR - BLACK CEILING SPEAI03i WF NG FROM SPENCERS N DINING ROOM TO AMPLFER N OFRCE FOR DVACT LOCATION OF SPEAKERS. USE 4x4 J-BOX AND COVER WITH (1) 1/2' CONDUIT TO ABOVE CSUNG FOR MUSIC SYSTEM SEE UG RING PLAN SHEET E4.0. CE3 KITCHEN MONITOR J -BOX @ CLG. 2X4 J -BOX FLUSH @ CEIUNG. FOR MAPS. LINE / DRIVE THRU MONITOR J -BOX. CS Cs Cs 05) J -BOX SECURITY SYSTEM 24' A.F.F. 2X4 J -BOX W/ 3/4' CONDUIT TO S-05 AND TO ABOVE CEIUNG. 09 SECURITY STROBE LIGHT CEIUNG CONNECT TO SECURITY SYSTEM. 10) ALARM SIREN ABV. CEILING CONNECT TO SECURITY SYSTEM s 11) MOTION DEFECTOR 78' STUB 1/2' CONDUIT 0E) POS PHONE JACK 24' A.F.F. 2X4 J -BOX W/ 1' CONDUIT TO ABOVE CEIUNG. 00 CCTV MONITOR 88' A.F.F. 2X4 J -BOX W/ (1) 1/2' CONDUIT TO ABV. CLG. 00 CREDIT CARD READER (VSAT) 24' A.F.F. 2X4 J -BOX W/ 1/2' CONDUIT TO ABOVE CEIUNG FOR ETHERNET CABLES. COMMUNICATIONS ROUGH -IN SCHEDULE 0 482c SECOND STREET LONG BEACH CA 90803 Nsw.ler i 2 4359 9562439 .3 .3 555 1 562 439.3595 a$M8.6. 93 S'IH_flM S aaaa ME OEM mama MEE a 2 a EIN aaas EN a Engineered Spaces Inc 1901 M 4,o= td. (714) 449 -1646 Fullerton, O 92933 fax (714) 449 -1946 DATE A A A A A A A A DESCRIPTION CONTRACT DATE: BUILDING 'TYPE PUN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 298470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B COMMUNICATION PLAN E5.0 PLOT DATE 08.22.08 III FOR EVERY FLOOR, ALL INTERIOR LIGHTING SYSTEMS SHALL BE EQUIPPED WITH A SEPARATE AUTOMATIC CONTROL TO SHUT OFF LIGHTING. THIS AUTOMATIC CONTROL SHALL MEET THE REQUIREMENTS OF SECTION 119 AND MAY BE AN OCCUPANCY SENSOR, AUTOMATIC TIME SWITCH, OR OTHER DEVICE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE UGHTING SYSTEM. OVERRIDE FOR BUILDING UGHTING SHUT -OFF: THE AUTOMATI C BUILDING SHUT -OFF SYSTEM IS PROVIDED WITH A MANUAL, ACCESSIBLE OVERRIDE SWWTCH IN SIGHT OF THE UGHTS. THE AREA OF OVERRIDE IS NOT TO EXCEED 5000 SQUARE FEET. AUTOMATIC CONTROL DEVICES CERTIFIED: ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE CERTIFIED, ALL ALTERNATE EQUIPMENT SHALL BE CERTIFIED AND INSTALLED AS DIRECTED BY THE MANUFACTURER. II FLUORESCENT BALLAST AND LUMINAIRES CERTIFIED: ALL FLUORESCENT FIXTURES SPECIFIED FOR THE PROJECT ARE CERTIFIED AND USTED IN THE DIRECTORY. ALL INSTALLED FIXTURES SHALL BE CERTIFIED. TANDEM WIRING FOR ONE AND THREE LAMP FLUORESCENT FIXTURES: ALL ONE AND THREE LAMP FLUORESCENT FIXTURES ARE TANDEM WIRED WITH TWO LAMP BALLASTS WHERE REQUIRED BY STANDARDS SECTION 132; OR ALL THREE LAMP FLUORESCENT FIXTURES ARE SPECIFIED WITH ELECTRONIC HIGH - FREQUENCY BALLASTS AND ARE EXEMPT FROM TANDEM WIRING REQUIREMENTS. INDIVIDUAL ROOM /AREA CONTROLS: EACH ROOM AND AREA IN THIS BUILDING IS EQUIPPED PATH A SEPARATE SWITCH OR OCCUPANCY SENSOR DEVICE FOR EACH AREA PATH FLOOR -TO- CEILING WALLS. UNIFORM REDUCTION FOR INDIVIDUAL ROOMS: ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 0.8 WATTS PER SQUARE FOOT OF UGHTING LOAD SHALL BE CONTROLLED PATH BI -LEVEL SWITCHING FOR UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM. II DAYLIGHT :S' =.4 CONTROL: ALL ROOMS PATH Y6NDOWS AND SKYLIGHTS THAT ARE GREATER T }iAM 250 SQUARE FEET AND THAT ALLOW FOR THE EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE 50 CONTROLLED BY A SEPARATE SWATCH; OR THE EFFECTIVE USE OF DAYLIGHT CANNOT BE ACCOMPLISHED BECAUSE THE WINDOWS ARE CONTINUOUSLY SHADED BY A BUILDING ON THE ADJACENT LOT. DIAGRAM OF SHADING DURING DIFFERENT TIMES OF THE YEAR I5 INCLUDED ON PLANS. CONTROL OF EXTERIOR LIGHTS: EXTERIOR MOUNTED FIXTURES SERVED ROM THE ELECTRICAL PANEL INSIDE THE BUILDING ARE CONTROLLED WITH A DIRECTIONAL PHOTO CELL CONTROL ON THE ROOF AND A CORRESPONDING RELAY IN THE ELECTRICAL PANEL DISPLAY LIGHTING: DISPLAY UGHTING SHALL BE SEPARATELY SWITCHED ON CIRCUITS THAT ARE 20 AMPS OR LESS. VA \DATORY VEASURE \OTES p\,„.. INDOOR 0000000000000000 \\\\\\\\\\\\\\oo\mu\au\\\\u\uu vrvvruu\\oo\m wrrrHramvooroorreaez wa \\amamvm\svvmv\\uuua LIGHTING POWER ALLOWANCE TACO BELL LTG -5-C 09.30.08 m\\ r\\\\\\,\ a\\\\\\\\\\\\\\\\\\\\\\ r\\\\\\\\\\\\\ o\ mm... a,..................... mrmv\\\\\\\\ \\\\v\v\vu\\\\r\\wvrrruu\umurr\ ALLOWS LgHINO POWER (Glop•- One Iss agV.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \m \mrr aw\\.. ar\.\ m\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ mu .....................:................ Q mmmTE .\ BoaO \MerH.\commOS r\\\w a\m.m MACS vvvvvvvvvv.v... , .vvmymmvvvvvvvvvvvvvvvvvs,. amvvvvvvvvvvvvvvvu.ry »mom. SLIDING CATEGORY (PRONE 146 Tar 1464) moswxxa. Wit —"'" PERfIe) o\u\u\\m\\\\ v\. m. mom\\ wvnna BLDG. AREA w,m\\\muu\\rr m.o\\ \rmrau\ m v Vii. ,'3 WATTS m\\\\ \ \ \ \u \ \...mT.\\\ BRANCH CIRCUIT(S)OR COMMISSION CAN BE USED WITH o\......vvv........ 7\ \ r\ .`e\ D 1 E DATE 0 \ \ \ \ma. 09.30.08 WATTAGE OF THE THIS METHOD v \ .\\\ \ \ \rrr. F mv \ \ \ \ \ \ \ \ \ \ \ \ \\ CURRENT g Branch Chock Option umuuuuummuuuumuuuuuuauuuuuuu \\\uu\..\\\\\\\.uuuuuuumc .em um,.m..\m\..m...a A.Gm\\\\\\TEOORY Y\\\\ \ \.\.\\ wxxxaxsa ..,.. \ \ \. \m \ \ \ \ \ \ \ \ \ \ \......\ mm\m.m..mmm 9 .... WAITS PER Or) mu\m.\mwz.mm\u\ vvvvv. .mm AREA On O WATTS VOLT-AMPERE (VA) RATING OPINE BRANCH CRdATpa ararematbWrbrmr ram aa., r and br wane) AREA CATEGORY (Ran f146 Tarr 1480) KITCHEN 1.8 740 1,184 DINING 1.1 1,070 1,177 RESTROOM 0.8 120 72 32 1 58 8 464 E) 2X2 FLUORESCENT F32T8 2 32 58 1 58 1X4 FLUORESCENT F32T8 2 32 aaFTOTAL WATTI FatTRCKON MEMO s USED BRANCH GROAT USE OOLtM1 (13) VA F BRANCH an METNaD le I!®, OR TOTAL CF WAG( WATre N COLIYI (a) FTIEa 2 116 L O CFL 1 20 1 2 40 L1 CFL 1 20 TOTALS 1,930 2,433 AREA WATTS 12 TMLOR® METHOD - CONOITI0N®SPACS TOTAL ALLOWED WATTSLTG-8C) 1 Rom mRm\ \ \. ® .\\\\\\\\\\\ R\\\\\ am\\\\\\\\\\\\\\\\ Q\\\.\\\\\\\,\ Y\\m\\ \ \ \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \a\ \•\\ 11111• \ \ \ \ \ \\ \dam \amR 6\.10, \.O\a.,.\. \ \ \\M\ \\ .r\0.v\A. \m. J` waxxxxxxxxxxxi S 1 m\\\\\\\\\\\\\m\\. ..\.\\ mIao vv.. A wee o\\, v....,.,...\.- vvvvv. \\\o m- e 13 Complete &gyp Grammy CATEGORY (Rom 1 T C) WATTSPFR81ti 1 ALLOWLLWATTS 1 20 40 L6 DOWNLIGHT INC 1 75 NA 75 3 225 M PENDANT LIGHT CFL 1 20 1 20 TOTALS AREA WATTS Na.\ um\\ u\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\umwa\\\\\\\N m.. ...\..m\mmmm.\mmmm\mmu\m.\\\m\. era. m\ \\\\\\\\\\\\.\.u\\\.mm\\\.\\r\\ @ TAILORED IMMO- UNIXINDM0NED NAGS \ \ uw m \ \ \\ u\\\\\\.. nounau\ vu\ \ \ \ \ \ \ \ \ \vu..u..uuuuuu \v\ \m"uwv \ mm\..\\\\ w\\.\ uu\ uwxnu .\,...\\......m...m.. \.. \.am \uvw. \\Ymuu.m "tTOTALUNCOWTRIONEDSPACESNIAWEDWATTSLI Flan L'1135C end LT04 -C) 2006 NONRESIDENTIAL COMPLIANCE FORMS Jemmy 2006 T• r r r m\\ r\ v -% - v r \ m m r m\ r INDOOR LIGHTING SCHEDULE (PartU (art 1 of A\\r\\ root\\\\\\\\\\\ WQW\ m\\ U\\\\ v\\\\\\ U\, vrr\\\\\\\\\\\\\ r\ u\\\ u,\,\\\\\\,\\\\\\\\\\\\\ o\\\\\\\\ r \UU \U \ \ \m\\\\\\\\\\\\\\\\\\\\\ TACO IVBELLk„. r\\\\\\\\\ m\ r \ m \ \r \ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\, r\,\ \ G INSTALLED LIGHTING POWER FOR CONDITIONED SPACES LINE VOLTAGE TRACK LIGHTING WORKSHEET LTG -9-C a 93. TACO BELL m \ \ \ \ \ \0, - mU \ \m \ - - -o \W}a..) \m1m METHOD 1 - VOLT-AMPERE (VA) LIMITERS- ONLY CURRENT UMITERS r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \rr\r r \\ \\\gym.\.. A B Installed m.,,. \\ \ \ \ \ \ \ \ \ \ -.. ...,.\\\\\\ RATING OF THE CERTIFIED TO THEa. C m\\\\ \ \ \ \u \ \...mT.\\\ BRANCH CIRCUIT(S)OR COMMISSION CAN BE USED WITH o\......vvv........ 7\ \ r\ .`e\ D 1 E DATE 0 \ \ \ \ma. 09.30.08 WATTAGE OF THE THIS METHOD v \ .\\\ \ \ \rrr. F mv \ \ \ \ \ \ \ \ \ \ \ \ \\ CURRENT g Branch Chock Option G Current Linter Oplrn BRANCH CIRCUIT NAME OR ID VOLT-AMPERE (VA) RATING OPINE BRANCH CRdATpa ararematbWrbrmr ram aa., r and br wane) Type Oc"alPVam TRACK EQUIPPED WITH ORRBR LECTOR ay/ Colin Ca G n , be left Tae dim bat,tSapWmr mad b,nipe-s) IF YOM IFCCLUIM(0) YES, taT MENET LEVIER WA1TALE W) TWO( LENGTHFr) MULTIPLY EKE MEIN (E)HY16 ELF IF TIKE a Cl. OR 46 WAF FDEE aa)Q(W) TRACKWATTAIE- NMOlBtOFCOLUMNS (D) OR(F) W) O a 4 0 x E) 2X4 FLUORESCENT F32T8 2 32 1 58 8 464 E) 2X2 FLUORESCENT F32T8 2 32 58 1 58 1X4 FLUORESCENT F32T8 2 32 aaFTOTAL WATTI FatTRCKON MEMO s USED BRANCH GROAT USE OOLtM1 (13) VA F BRANCH an METNaD le I!®, OR TOTAL CF WAG( WATre N COLIYI (a) FTIEa 2 116 L O CFL 1 20 1 2 40 L1 CFL 1 20 1 18 380 12 CFL 1 20 1 NU -TOTAL WATTS Fat IMMO m t® TWOS ON BRANCH anon WE mUAN J VA F BEECH aRcur IET/IDD 18 WED, OR TOTAL OF TRACK WATTS N CalaN ere F 11* CL 160 13 DOWNLIGHT 1 20 1 20 40 L6 DOWNLIGHT INC 1 75 NA 75 3 225 M PENDANT LIGHT CFL 1 20 1 20 7 140 W8 BUSTO1AL WATTS FOR TEEM ON BRUM OICUR-UBE CCIMM1(B) VA F BRANCH ORUR LETNOC 8 LIED. OR TOTAL OF TRAd(WATTEN COLE (0) F TIE 0. LET1m IS LIED F96T12 rMI HOD2 - USE \ \TTHE HIGHER 1 ALL LUMINAIRES A OF: 4b E A •TTS/LAR C FFOOT TRACK D TOTAL WATTS -ADO ALL SMWOrMa OR TOTAL RATEDWWATTAGE E OF \ \\ 0 F TRACK # OR NAME LINEAR FEET OF TRACK WAF B x C C) TOTAL RATED WATTAGE OF ALL LUMWRES LARGER OF D OR E) DINING 41F 46 BBB x75 -1911 000 SEE LTG-9-C) 454646 TOTAL a00 2005 NONRESIDEMIAL COMPLIANCE FORMS January Y00B T• r r r m\\ r\ v -% - v r \ m m r m\ r INDOOR LIGHTING SCHEDULE (PartU (art 1 of A\\r\\ root\\\\\\\\\\\ WQW\ m\\ U\\\\ v\\\\\\ U\, vrr\\\\\\\\\\\\\ r\ u\\\ u,\,\\\\\\,\\\\\\\\\\\\\ o\\\\\\\\ r \UU \U \ \ \m\\\\\\\\\\\\\\\\\\\\\ TACO IVBELLk„. r\\\\\\\\\ m\ r \ m \ \r \ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\, r\,\ \ G INSTALLED LIGHTING POWER FOR CONDITIONED SPACES a m. oo\ vrru\ orrrroow\ a \,\\ r\\\ orrr1 2) LTG-2-C1 r\\\\ uu \\\\\m \ \ \ \ \ \ \ \ \ \UU \ \U \ \rrrr\r\ r \ \ \ \ \ \ \ \m D r, W \ \\W \ \ \ \r \ \ \ 1 Unbars Lamps/Ballasts Installed Test D.ac4i&n C D ELECTRICAL F G 7714)449 -1848 1,93o sq. t J Noe Type Oc"alPVam E a j` 1 C 11 O a 4 0 x DOCUMENTATION AUTHOR SORIN A BRIE E) 2X4 FLUORESCENT F32T8 2 32 1 58 8 464 c IT 1 u „ o , , , , , . \ . \. m \.,.. \ \. \ \ , , \. \ e m v v ., , . . \ . , . et \ ... , , u„. , , , , , , , , , , , , , , , , , , . , , \ v„++,••,,,••••,•v m , , , , , , , , , , \ , .... , .. , , , , , , , , \ . r . \ , , , , , , , .. , , , ... , . , .. , , , , \ \ , \ , , \ , \ , \ . Block for Mandatory Measure THIS SHEET m vvvvv \ vvvvv.. , Earl , , . , dear ba Nwerlabed r Yritled) vv...om. vvvvv vv m.... oOrman= Peril d4ad. 2 of 4saageedtersatnir E) 2X2 FLUORESCENT F32T8 2 32 1 58 1 58 EM2 1X4 FLUORESCENT F32T8 2 32 1 58 2 116 L DOWNLIGHT CFL 1 20 1 20 2 40 L1 DOWNLIGHT CFL 1 20 1 20 18 380 12 DOWNLIGHT CFL 1 20 1 20 8 160 13 DOWNLIGHT CFL 1 20 1 20 2 40 L6 DOWNLIGHT INC 1 75 NA 75 3 225 R PENDANT LIGHT CFL 1 20 1 20 7 140 W8 FLUORESCENT STRIP F96T12 1 96 1 98 2 192 TRACK LIGHT PAR 600 SEE LTG-9-C) PAGE TOTAL BUILDING TOTAL (sum of ell pages) PORTABLE LIGHTING (From LTG -3-C) CONTROL CREDIT (Vat LTG-4-C) ADJUSTED ACTUAL WATTS 2.93 I - 2,393 2005 NONRESIDENTIAL COMPLIANCE FORMS January 2006 T• w\vvvvvvvv\m,\\ \ ..„.,,,,,,,, \»»»» >vv »»vmvm\w- -„,„„vvn\uvv »>vv »»v „a. wv— >v »»> vvv\ vwawvn rm\vvv CERTIFICATE OF COMPLIANCE (Part 1 of4) uvvvmvmmvmmvrvv .v vmv m vvv vomvvv. PROJECT RASE TACO BELL r. . \\ 4) LTG -1-C r\\.ur\r.m.\\\\.\..v...\O\\ DATE m \.\ \ \\m\\.\ X.X.,.. vvvvv. \ \ \ \\ \vvvvv \..0..\. \..tt m,\.\.,\\\\\\.\\\ \. \ \ \. \, \., \.,\. \.,.\., \ \, \\ \mm CERTIFICATE OF COMPLIANCE (Part 4 of R(za\\ urn. aarr\ m\ mU\\ \..v\ \UUU.Umom\\a.ra\rrrorrumr. \ m1r\..\\\\\ PROJECTTACO BEL Designer: This rib b be used by the designer and stashed to the pro. Listed bebw ere el the eooepter tests for Ig ling systems The designer is required to deck the bars by el epsptena tests that apply and list al equipment that require an actor bid MS equipment de dart ryas wire a test, IW the equipment dsalption and the number dsystems to be Meted In seraasls. The NJ numb"(designates the Section in the Appendix tier Nawesgati ACM Manuel RE describes the ML Also billets the person mgwsble br pedamnkig LW WM (le. the Shang °or atr, design poissbret man agent ---1 by the s aver). ands ids ton wl be patd Ve plan, martian dthis action WB Wow the rapastic salty b budget for de "cope dwtrk appropriately. Building Departments: Systems Matra Been an oscur y permit is granted br a newly karebrord buNbg a spew, as row space- mndeodrg Stern .sMg a pulping aepe e I operated far mmW l a,11 contra devices seMng be bulding at spec 'NW be rifled as raw the Acceptance Required' tar Cods Compkio. In addition a CaUBcste ct Acceptance, LTG-1-A, Foes WS be submitted to the balding deperbme t Vat A Cate pert, ---a--- YrteYbn aertilaeles end amending and melnr.swe YtomWbn meet tie requrerts of 110. 103(6) and Tide 24 Pat 6 Test D.ac4i&n Test Performed By ri LTG -2-A: Lighting Conld Acceptance Document Occupancy Sensor Acceptance Manuel D. light Controls AccepWae Aubmdtt Time Scutt h Conbd Acceptance Equipment requiring acceptance testingipm AUTOMATIC TIME SWITCH CONTROL ACCEPTANCE ELECTRICAL X, v,,,.,\,..,,.m\\aw.m\......v\ I BUILDING CONDITIONED FLOOR AREA LTG-3-A: Automatic Daylighting Controls Document Equipment requiring acceptance taring 7714)449 -1848 1,93o sq. t Chord /Date Edaoemert AMS mr rmvv\m\vvvvv CLIMATE ZONE CY Use ovr...a os BUILDING TYPE 7 NONRESIDENTIAL HIGH RISE RESIDENTIAL M HOTELIMOTEL GUEST VI CONDmONED SPACES uNCONDmONED SPACES INDOOR / OUTDOOR SIGNS MANDATORY LIGHTING MEASURES FOR INDOOR AND DAYLIT AREAS PHASE OF CONSTRUCTION NEW CONSTRUCTION • ADDITION f7 ALTERATION METHOD OF COMPLIANCE 2005 NONRESIDENTIAL COMPLIANCE FORMS January 2006 T• w\vvvvvvvv\m,\\ \ ..„.,,,,,,,, \»»»» >vv »»vmvm\w- -„,„„vvn\uvv »>vv »»v „a. wv— >v »»> vvv\ vwawvn rm\vvv CERTIFICATE OF COMPLIANCE (Part 1 of4) uvvvmvmmvmmvrvv .v vmv m vvv vomvvv. PROJECT RASE TACO BELL rvvv\\v\vvm »y LTG-1-C 09.30.08 PROJECT ADDRESS 31712 MISSION TRAIL ROAD, LAID= ELSINORE, CA PRINCIPAL DESIGNER-UGHTING SORIN A BRIE TELEPHONE 714) 449.1848 Bulling Penult# DOCUMENTATION AUTHOR SORIN A BRIEv... mm,vw....cum....ay.. GENERAL INFORMATION DATE OF PLANS T 09.3099 X, v,,,.,\,..,,.m\\aw.m\......v\ I BUILDING CONDITIONED FLOOR AREA TELEPHONE 7714)449 -1848 1,93o sq. t Chord /Date Edaoemert AMS mr rmvv\m\vvvvv CLIMATE ZONE CY Use ovr...a os BUILDING TYPE 7 NONRESIDENTIAL HIGH RISE RESIDENTIAL M HOTELIMOTEL GUEST VI CONDmONED SPACES uNCONDmONED SPACES INDOOR / OUTDOOR SIGNS MANDATORY LIGHTING MEASURES FOR INDOOR AND DAYLIT AREAS PHASE OF CONSTRUCTION NEW CONSTRUCTION • ADDITION f7 ALTERATION METHOD OF COMPLIANCE PERFORMANCE • COMPLETE BUILDING l AREA GTE-GORY • TAILORED • COMMON UGHHTING STATEMENT OF COIPLIANCE \....\\..,\...\..\.....\....... r,,,,,..,.\.; T ua, Compliance the tacky b C..v..mth TIM 2.. UV \,,,a.,\\o6the.....\o..mvvmly This Certified. d Compliance rte Ve Peers and pelfannrre epatibabre need b campy Wk Tae 24, Pate 1 and 8 d the CsYmla Ooae d Regulations. Die cerllbNe apple oily to bike Ipt ig npmkWn a. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SORIN A BRIE SIGNATURE DATE 09,30,08 NOTE TO FIELD The PMalpe4 Lighting Deelger hereby certifies that the proposed butte design rspresedal in ROM dooerdo doom d le as err AR M tiger...,J fame end works s, with the apMBnlwe, _hunts KITCHEN ere with any otter War rd Wb We permit sachem. T)t popowd tubing hs been deigned to moot the lighting req iemrs ocular b the wars perm of wane 110,119, 193 Waugh 132, 146,146 and 149 dTile 24, Part 8. The on 8 'pM8a0aa =et the regd erneda of Pal 8 (Sections 10- 103e). • The MrbSan arlMetee meet the regmiramrb of Pat 8 (10.103.3). The aparatlo a madonna rtanram meets the requirements d Pat 8 (10.1094 Rae deck one phew sections ilea Burrs and Pr beer Coda are prated In full In the NaaWdenls Menial.) VI 1 hereby am that I an able alder the pioAtbe or M i rot 3 of the Bares end Raisers Cdr b sign tie doomed as the peon rspa.LI. for No prawno: Ind Vet I am Dammed In the Sts d Ca kede as a dw1 engineer or etedrlal enyrar, a 1 an • tweed amMlsc. a I atm that l rem SOW veer the provisions of Division 3 at the Buren old Proravm Code by s r ai 66972 x87372 bate We doamrl ea de person respoaNw far Mr preparation; and ba I em • lamed mar parbmoe Ns wok 1 am that I an digk• alder Division 3 dtme Buren aid Professions Code to slam this doaaksi bears It tartan to outman =typed War described as .... • . to Business and Rafewir Cdr Serra 5537 5618 aid 8737.1. v,` i PRINCIPAL LIGHTING DES GNERa HALE ENGINEERED vv..,., SPACES, INC. LIOHRIO 1MNDATORYIFJWaS m \ . , , . , , , \ w ... \ \. \ ... , , , , , , m ... Indicate location on plans m uu \ m um.. , w a .. LIONRIO COIitIANCE FORM • WORISIErre M L1U.IC, Pert 1 d4atl2d4 of Note vr..mwvvm,.v..mvvvv.v..vm.vw Caller c IT 1 u „ o , , , , , . \ . \. m \.,.. \ \. \ \ , , \. \ e m v v ., , . . \ . , . et \ ... , , u„. , , , , , , , , , , , , , , , , , , . , , \ v„++,••,,,••••,•v m , , , , , , , , , , \ , .... , .. , , , , , , , , \ . r . \ , , , , , , , .. , , , ... , . , .. , , , , \ \ , \ , , \ , \ , \ . Block for Mandatory Measure THIS SHEET m vvvvv \ vvvvv.. , Earl , , . , dear ba Nwerlabed r Yritled) vv...om. vvvvv vv m.... oOrman= Peril d4ad. 2 of 4saageedtersatnir DATE 0•30.08o,. ovvvv,....v...........,.....,.,., em \ \ \ \ \ \ vvvvv.... \ , , , m. myvwvvvvm ,.m...v.vvm..v......mvvvvvm LC. # E- 14780' cu , , \ o . D LTO.1 -, Par 3a4 Caasio of Cdnp/rew Pat 3 d4 sibmitimi le rand ores /Cmad Or as aisrsa le LTD -1-C, Pais4d4 Omar et Conran= Pad 4 d4 sulanidel r required Wee riles arts se Mrbd LTO4C baser Ligig adatU 0 LTO.4C Parer. Llglg WaMNwt L7o4C Liam Car Qtl VMtalwt I9 LTOBC indoor Lelia Raw Maros D LT08C Tekred 1/Mad Worksheet D LT04.0 Roan Cady RUB WaWrr 0 LTOcC Common Leis alarms Mewl 1WtdaaM LTOBC use Vole Talk Ligerg WaletmM 0 OLTs4C taps (tin OLTO44 Sign 'kerle t in Choler e. Qeaaa Lights ad fibs Oryr) 2005 ttenaA mdlal Compliance Fans Jem.a y 2008 T• oCERTIFICATE N r\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ v\\\\\\ \ \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\a \.\ \\ OF COMPLIANCE (Part 2 of 4) POWER FOR CONDITONED AND UNCONDITONED SPACEr INSTALLED LIGFMNG, CONDmONED SPACES (Fran PORTABLE LIGHTING (From LIGHTING CONTROL CREDIT, CONDmONED SPACES (From CONDmONED SPACE ADJUSTED INSTALLED UGFMNG INSTALLED LIGHTING, UNCONDmONED SPACES (From LIGHTNG CONTROL CREDIT, UNCONDITIONED SPACES (From UNCONDmONED SPACE ADJUSTED INSTALLED LIGHTING CONCITIOIED WAGES Sr LTS6C) LTSSC) ALLOWED LIGHTING r\,,,,,. v.,..,,,.,\,, v.,.\ vvvvvv\\\\\\\\\..\.\\\\\\\\\\\\\\..\\\\\\\,\\.\\\\\\ \ \ \ v.................v„„ ..,.... r,..,. rvvv r..vvv........ r. LTG-b POWER FOR UNCONDITIONED SPACE (From LTG -5-C) DATE 0 9 LTG-2C) LTG-3-C) LTG-4-C) POWER LTG -2-C) LTG-4-C) POWER POWER c.\ \.. rrr... rr.v,,.v. UYV \ \.1 LTG -1-C rrrrm. \ 30.08 ev . INSTALLED WATTS RDJEECC AV TACO BELL INSTALLED NDOO LGH7Ne ALLQN S INTERWR LAMP POWERFOR COMPLETE ARaNO METHOD AMA GIEOCILY AM RICO pm.. TAILORED LEDIOD Cr LTS841) m\ rmv\\. mv\. rr\ r. r\\\\\\\\\\\\. v\. .... i ALTERNATE COMPLIANCExaxxxxvvx' Pa1PoleircE an COMM UMW" SYSTEM (boa ALLOWED INTERIOR LIGHTING 2,393 2,393 ALLOWED WATTS 2,433 vv,,,vv\ \v, v.....................,.v.; Watts MANDATORY LIGHTING MEASURES FOR INDOOR AND DAYLIT AREAS MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATIO Room t, Area 1, err DescrIptIon ) CONTROL IDENIFICATION CONTROL TYPE Auto Tans IS DIIionIng,Phalsrm., etc.) H Control r for Dayl hang NOTE TO FIELD SPACE CONTROLLED lists the Iccatlan of controlled lights KITCHEN c T/C AUTO TIME SWITCH ENTIRE 2005 NONRIESIDEMMLL COMPLIANCE FORMS January 2000 e31 E EACH, C sT 0803LOroBEACH, Fd CR 50003 www.,e1 n 552 439 canset4393595 f 552 439 3595 Waal Ea EEEME;¢Wame-d NFEEMera E=ap+(casas v =6e EE- E =EE n= MMEIE a W a == ME E••YiY Engineered Spaces Inc 1901 Mariposa tel. (714) 449 -1646 Mum C 92a!! fir (714) 449 -1946 DATE DESCRIPTION A A A A A A A A CONTRACT DATE: 07.01.07 BALDING TYPE: M2B PLAN VERSION: AugOB SITE NUMBER 296470 STORE NUMBER 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B TITLE 24 FORMS INDOOR) WEST REGION E6.0 PLOT DATE: 08.22.08 aka,amamoomoAmmaommi....,.. Y2A\,\,,,\,\ , \ \, \,\m\... \.....h'R.h.h... \.t Y.. A ,,,,,,,,,,,,,,m,,mmU\\ \ \ \ \ \ \ \ \\ NAM, mm,,,, U, Umm\, m`,,\\\, m,\,, O,,,,,,,,,,,,,,,,,,,,,,,,\. mm, m,,, m,,,,,,,,,,,,.. O@.\.\\ m0\\\,,\,, P,,,\\\\\\\\\.,.\,,,,, O,,,,,,,,,\ m\\\,,,\, ,, \ \,,,, \, \,,,,,,, \ \ \ \ \ \ \,\\ \ LIGHTING COMPLIANCE SUMMARY (Part 3 of 4) OLTG -2-C xo...... ....00...,.o................o.. mom.,,, movvo,,,..,,... w.,........., om wm,.........,........\ mnam,,, mmvvvv,,,,, v„ oo,\,,..„ o., m.,.......,.,,,......\ R\ v....'\,\... o..,, ro. ,,.., \ \. \ \, \mmam,,...........,. TACO BELL 1 05.18.08 Lighting Power Allowance for SpecMc Applications (TABLE 147 -B) — Other Than Vehicle Service Station without Canopies a \\\\\\\u,,,,,,,,,,,,,,,,,,,,,mu Y A B 1 c 1 D E l F 1 O H I J K L I M N 0 P Wien Fraeepe L 19 AAP Sn Table 1470 Monad tt7aas Lombok, Dsserlpllon LempelBdsse R S IQ DssIwl Witte AWSPAI Is r > B v R Allotted LPD W or W Allolkd W atlsBXC) Code forLunrnoireType DeerIltloli CutoffDesignation r m Nurrber of Lamps perLuminaire W atis per Lanp u r of Ballast perLunnaire W atls per Lumnaire o— its Nunber of Luminaires Design WadsLxN) k o'g R 1 o 3I4 BUIDING FACADE 2,436 0.36 653 8 TRE1116 LK3Hr MH 1 70 1 Y6 3 266 outdoor ssss tinge ben tssd. Urine NRR am\,o,. mono,,,,, oo,,, t. 000mo\. emm. rasa that es en* Awed prInclpd rap ggsBybp for this are Yaw- a are lo•ISd In pion Slaw beam o..,.,,.,,,.,, v,,. vomv...........\\.,\\,,,,,\\„\,,,\\,,,,,,\,,,,,, m, ,,,ea, \ \. \\aa\,,,,,.,,,v..,.... aaq ma000mw, mmmvm. 00000moo. aamavoaa\ t u,,, aa000aomv0000 E and ralobsimand is anal vests moor\\\,, ,,,,, \,,, \ „ \,..,..,,,,,,,m \ \ \.y uon \,\ea cttamo\.vvoaaaao N Dosionstod noal .. eta loot Holt T3 WALL BCONCE HP8 1 70 1 70 6 660 2.436 046 760 Checklist g 5147 (c) 113- Ell potion del tnrh tsd ae he been non only one lulling eppla6on, and ti apptvaone me consistent all Mo eda use nears. g 5147 2 A Only false dust oleo by o s or more US love ban mood. c) - an are -teal wind obebatin or YldMeras, 2006 ?tvnsWent• Compliance Fame January 2006 SALES CANOPY 160 1.0 180 L CANOPY WET CR. 1 20 1 20 4 00 00 F1 For Allotted LPD use 12 wdWsglare foot for Internally Illuminated Signs, and use 2.9 watts/ft for Extemey IRankated Signs Note: If an Internally Marinated or Externally Illuminated sign contains light sources and ballasts other than those Included In columns (M) ih ouch (8), such as Incandescent lamps, medium base sockets, magnd c ballast, a then the sign must comply under Alternative 1. However, unfiltered signs, and unfiltered portions of intensity and Externally illuminated signs, are not required to sleet these Standards. 2006 MxnaMerftlel CompBalce Fans January 2008 2006 Nonresidential Con *eicsFa= Jemmy 2000 aka,amamoomoAmmaommi....,.. ILLUMINATED AREA r......,,, o.......o..o. . cmam,.uuu..uuuuu TACO o uB uL,...,.. uu.. mmouuuommmm... A. Outdoor Saks Lot Frontage m¢mammm,.m....p...m....uo..... A CALCULATION ORKSHEET\ (Part 3\of\5`)\ m mom,,,mo,,,,,,,,,m m\ i\\ mm\ w\\\\\ \\omo\\\\ov„oov\oo\\o,,,,\\\ \\\ u\„\\\ a\ a\ om\,,,, m\ m..[ uuuuuuuuuuuuo\.„ mu..... vvve» mwrway. cvvovovmmmomovmvom ua,,,,,,....,,.,,.,..\ mm\\ mm, ,....am.uo....u......ummvm\am and Bales Lot Area yo...........a., , memm„, ,,monomywa,,,a„mmwlmw,.o,,,,,,.. mom,,,,.,.. m.. y.............. u.. y..... mm \\\o\\y,\\v\\\oq\...\.\.,ca... In INO aWYd• a \\\\\\\u,,,,,,,,,,,,,,,,,,,,,mu Y OLTG-3 -C .......................„, ovm000\\\\oe o.......... . 1t08,,, vv,,,v,vvvvvv,.m ono......,\ ,»....Ho.,......,,,,,..,.m.\..• TELEPHONE 13ulldhg Perot 714) 449 -1848 - Grow tried Ann tr) E_ ladsra Renege _ebta we4- irteladmE Ile- the Me Omit - ping Nese at AntherApplrym Sales Lot Area A - F - G Acute mot dSalrRenate Luner es Met) 3X8 DWo On plan vim) ban heaps lumina. bled edge d Belald bin Lot Wien Fraeepe x EAreaC -DFrontageLargt(bs Q R S IQ 1 Dse Ia AWSPAI Is Lr• r aserl Delon Wan i i 6 8 Certificate ofCorrpliance. Required m plans for all subrrittrds for outdoor lighting. Pert 2of2 may be incorporated in schedules on te plans. Either LTG 1 C or OLTG 1 C may be used for signs as follows: 1. Use LTG 1 C if the propct consists solely of indoor signs 2 Use LTG 1 C if the projectconsists of indoor lighting, and outdoor a indoor signs, but no other outdoor lighting. 3 Use OLTG 1 C if the proect consists solely ofoutdoor signs 4. Use OLTG 1 C if the propct consists of outdoor lighting, and indoor or outdoor signs, but no other indoor lighting 1 All t 3I4 i i i iIdIflIrii1It!iriirir z FA OLTG -4-C SIGN LIGHTING COMPUAN CE. Required for ail internallyaid externally illurrinatedsigns, for both indoor and Outdoor signs 4 EXTERIOR 8IGNACE Ch•ddst 1147 (c) 111- Each pardon old lankw ad ash Is been .-eared only ols lighting app0rria6 and the app' - tans En aaoldartwar Me Sul us dl a ran. 5147( c) 2B - Me wed In pSi aim length, and are wain 13 loadIon and the tbalegs outdoor N `,........m... B. Bullding Facade Area Irked di th the locationview, Only maitre heIghb sin. mowrveAaauR:RMR, mwm... sections dire Sartps In m a.. o, vamom. a., omo,. R outdoor ssss tinge ben tssd. Urine NRR am\,o,. mono,,,,, oo,,, t. 000mo\. emm. rasa that es en* Awed prInclpd rap ggsBybp for this are Yaw- a are lo•ISd In pion Slaw beam o..,.,,.,,,.,, v,,. vomv...........\\.,\\,,,,,\\„\,,,\\,,,,,,\,,,,,, m, ,,,ea, \ \. \\aa\,,,,,.,,,v..,.... aaq ma000mw, mmmvm. 00000moo. aamavoaa\ t u,,, aa000aomv0000 E and ralobsimand is anal vests moor\\\,, ,,,,, \,,, \ „ \,..,..,,,,,,,m \ \ \.y uon \,\ea cttamo\.vvoaaaao N Dosionstod noal .. eta loot Holt a((BxC) Area Or) • albedhea to a earirted Ms Doren double mat , war Asee alga by Ares 'Dread, aadrullm r oemmwd M of ens Made end Area Not anireled Sib MS E + F) Net ads 4tea D Oda INBUILDING FACADE 203 12 2.436 2.436 Checklist g 5147 (c) 113- Ell potion del tnrh tsd ae he been non only one lulling eppla6on, and ti apptvaone me consistent all Mo eda use nears. g 5147 2 A Only false dust oleo by o s or more US love ban mood. c) - an are -teal wind obebatin or YldMeras, 2006 ?tvnsWent• Compliance Fame January 2006 m. a.. o. a, a.. ...o..o...........o..a,,,m.m..mv .. o. oo. o.......... a.. am........ ...,....,....,...o,,.m,,,om.,. a\mm....,......n,m.a... om............................\ aa\\\\.\..\\\\\\\.,\\\\\\\\...........\........,.,,.. SIGN LIGHTING COMPLIANCE o.. ....mo..moom.amm000..vo..mm..m m.... o.................. mmm...,.. m\.... \,................mm0000000\\\' \ v» \ \a»-- PROJECT w1E TACO BELL m. ...........................m..\ OLTG-4-C J PROJECT ADDRESS 31712 MISSION TRAIL ROAD, LAID ELSINORE, CA - DAIE 08.18.05 TELEPHONE 13ulldhg Perot 714) 449 -1848 - Ah-Mtrt - LlghlbC FirarAberew Allenafv. 2- For Signs tit ONLY um ale or nsndte wdvpbglr bled In M tn4i 8 Cheek al that may) A B C D I d I P I o H 1 1 1 2 K I L II N O P Q R S IQ 1 Dse Ia AWSPAI Is Lr• r aserl Delon Wan i i 6 8 Certificate ofCorrpliance. Required m plans for all subrrittrds for outdoor lighting. Pert 2of2 may be incorporated in schedules on te plans. Either LTG 1 C or OLTG 1 C may be used for signs as follows: 1. Use LTG 1 C if the propct consists solely of indoor signs 2 Use LTG 1 C if the projectconsists of indoor lighting, and outdoor a indoor signs, but no other outdoor lighting. 3 Use OLTG 1 C if the proect consists solely ofoutdoor signs 4. Use OLTG 1 C if the propct consists of outdoor lighting, and indoor or outdoor signs, but no other indoor lighting 1 All t 3I4 i i i iIdIflIrii1It!iriirir z FA OLTG -4-C SIGN LIGHTING COMPUAN CE. Required for ail internallyaid externally illurrinatedsigns, for both indoor and Outdoor signs 4 EXTERIOR 8IGNACE 2005 Nonresidential Compliance Forms Jamey 2006 F1 For Allotted LPD use 12 wdWsglare foot for Internally Illuminated Signs, and use 2.9 watts/ft for Extemey IRankated Signs Note: If an Internally Marinated or Externally Illuminated sign contains light sources and ballasts other than those Included In columns (M) ih ouch (8), such as Incandescent lamps, medium base sockets, magnd c ballast, a then the sign must comply under Alternative 1. However, unfiltered signs, and unfiltered portions of intensity and Externally illuminated signs, are not required to sleet these Standards. 2006 MxnaMerftlel CompBalce Fans January 2008 e CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG -1 -C PROJECT NAME ! DATE TACO BELL 06.16.08 PROJECT ADDRESS 31712 MISSION TRAIL ROAD, LAID ELSINORE, CA - PRINCIPAL DESIGNER-LIGHTING SCRIN A BRIE TELEPHONE 13ulldhg Perot 714) 449 -1848 - DOCUMENTATION AUTHOR SORIN A BRIE TELEPHONE ChwkedbyDaY 714)479 -1848 EnfawrrantAgencyUse GENERAL INFORMATION DATE OF PLANS 08.18.08 OUTDOOR LIGHTING 7ONE Of One.) • L71 • 122 'a LZ3 • LZ4 FUNCTION TYPE OUTDOOR UGHTING • OUTDOOR SIGNS • INDOOR SIGNS PHASE OF CONSTRUCTION NEW CONSTRUCTION • ADDITIONS ALTERATIONS STATEMENT OF COMPLIANCE i All permanently installed outdoor lighting meets the Control Requirements of §132(c)1 Not Applicable This Certificate of Compliance lists outdoor lighting system specifications need to carply with Tile 24, Pats 1 and 6 of fie California Code of Regulations This certificate applies only to bullring lighting requirements The documentation prepaer hereby certifies that the doa,msnbtian is accurate aid oarplete. Building facades, poking lois, garages, canopies, and outdoor sales seas meet the Multi -Level Lighting Requi ts of §132(c)2 Not Applicable DOCUMENTATION AUTHOR SORIN A BRIE SIGNATURE _ DATE 08.18.08 CONTROL TYPE Auto TI me Swltch)Photoseneor, eta The Principd Lighting Designer hereby certifies that the proposed outdoor Iighing aid signs design represented in his set of construction documents is consistent with be oter corrpliace Some and worksheets, wit the specifications, aid with my oter edwlations submitted with his permit application. The proposed buildng has been designed b meet he lighting requirements contained in he applicable pats of Sections 110, 119,130 through 132,146, and 149 of Tile 24, Pat 6. P11111110 lane: I hereby afro that I an eligble under te provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible far Its preparation; and that I an licensed in the State of Cdifomia as a civil engineer a electrical engineer, or I am a licensed architect l l I affirm that I an eligble under the provisions of Division 3 of he Business and Professions Code by section SS37.2 a 6737.3 to sign this docunentas the person responsible for its prepaotion; and that) an a licensed contractor declaring his work D I affirm that I an eligble under the provisions of Division 3 of the Business ond Professions Code to sign this document because it pertains b a sbuc6xe a type of work described as exerrpt pursumtto Business and Professions Code Sections 5537,5538 and 6737.1. These sections of he Business and Professions Code ore printed in full in tie Nonresidential M mud.) NOTE TO FIELD PRINCIPAL UGHTING DESIGNER -NAME ENGINEERED SPACES, INC. SIGNATURE DATE06.16.08 UC. # E- 14780. I 1 TiCC INSTRUCTIONS TO APPLICANT OUTDOOR LIGHTING COMPLIANCE & WORKSHEETS ( box If worksheet le Included) Far detailed instructions on tie use of this and all Energy Efficiency Staldards corrpliance farm, please refer to the Nonresidential M anud published by the Cdifomia Energy C mission. OLTG -1-C Certificate ofCorrpliance. Required m plans for all subrrittrds for outdoor lighting. Pert 2of2 may be incorporated in schedules on te plans. Either LTG 1 C or OLTG 1 C may be used for signs as follows: 1. Use LTG 1 C if the propct consists solely of indoor signs 2 Use LTG 1 C if the projectconsists of indoor lighting, and outdoor a indoor signs, but no other outdoor lighting. 3 Use OLTG 1 C if the proect consists solely ofoutdoor signs 4. Use OLTG 1 C if the propct consists of outdoor lighting, and indoor or outdoor signs, but no other indoor lighting 7 OLTG -2-C LI own NGCOMPUANCESUMMARY. Appliccble Pat required for ALL outdoor lighting allowances (Except for Signs) a OLTG 3-C AREA CALCULATIONS WORKSHEETS. Applicable parts required for all outdoor area calculations FA OLTG -4-C SIGN LIGHTING COMPUAN CE. Required for ail internallyaid externally illurrinatedsigns, for both indoor and Outdoor signs 2005 N onresidential Compliance Farms Jemmy 2006 e s , c x a , , . am ,,,..................... \ ... \ .... \ \ \ \ .. \ \ \ \ , .. , .. , , , . , , , .... oo , o , , , \ , oo \ m . \ o \ o \ \ \ \ \ \ \ oo \ o \ \ o \ \ , ...... \ \ \ \ . , , \ .... o ..... oo , o . o . , CERTIFICATE OF COMPLIANCE (Part 2 of 2) o .. o , \,,.. .. OLTG -1 -C PROJECT NAME TACO BELL Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power 4 Lighting power allowances for generd site illumination on OLTG -2-C Part 1 of 4 Not Applicable Lighting power allowances for local ordinances a for security multipliers m OLTG -2-€ Part2 of 4 r4 Not Applicable Lighting power allowances for specific applications, other than vehide service stations with canopies on OLTG -2-C Part3 of 4 Not Applicable Lighting power allowances for vehicle service siotion canopies m OLTG -2-C Pat 4 of 4 a Not Applicable Sign lighting carrpliance on OLTG -4-C Not Applicable Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment Indwle location al Alms of Nob Bloch for M andabry Measure Instrllled lighting power has been determined in accordance with §130(c)1 Not Applicable All permanently installed luminaires with Iamps rated over 1 CO watts either have a larrp efficacy of at least 60 lumens per watt or are controlled bya motion sensor §132(x) Not Applicable M Luminaires with lamps rated seater than 175 watts in hardscape seas, including poking lots, building entrances, Canopies, and all outdoes sales areas meet the Cutoff Requirements of §1 32(b) Not Applicable i All permanently installed outdoor lighting meets the Control Requirements of §132(c)1 Not Applicable 3 Building facades, poking lois, garages, canopies, and outdoor sales seas meet the Multi -Level Lighting Requi ts of §132(c)2 Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL IDENTIFICATION CONTROL TYPE Auto TI me Swltch)Photoseneor, eta AREA CONTROLLED NOTE TO FIELD KITCHEN AREA AUTO TIME SWRCH EXTERIOR LTOI1TiCC 2005 Nonresidential Compliance Forms Jamey 2006 4021 E SECOND STREET LONG BEACH, CA 90093 wwv,. le' namcesign. can SBD 439 3555 1 502. 43e. 3595 a i rr- i- Engineered 1901 MMlposs Flirssrlr CA 92633 x- - --- Z s • - Spaces Inc teal. (714) 449-1646 fax (714) 449 -1946 OA DATE T 7\ DESCRIPTION 0 A A A CONTRACT DATE: BULD1413 TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug0B 298470 2823 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B TITLE 24 FORMS OUTDOOR) WEST REGION E7.0 PLOT DATE: 08.22.08 q 0r' MOISTURE BARRIER Hardy Frame® Installation REVISIONS DATE ADJACENT FRAMING REQUIRED WHEN HINGECONDITIONOCCURS 0 RECOMMENDED (USE 15 FELT, OR EQUIVALENT) HARDENED ROUND, (2) SAE OR (2) FLAT WASHERS AND NUTS. Step 1: Concrete Preparation A) Concrete contractor shall use Hardy Frame® HFX -Series Templates to accurately place embed bolts and Hardy Frame Bolt Braces to prevent sway. B) Attach the HFX- Series Template to a formboard at location specified on plans. Bolt Braces connect at the embed end of the hold down bolts. C) At interior footings Templates may be secured in place using stakes. D) Footing design, embed depths and bolt edge /end distances are per the Building Design Professional. E) Determine if the Hardy Frame will be installed on concrete or a mudsill. For installation directly on concrete the recommended bolt height above finished concrete is 2 3/4" and for installation on a 2x mudsill it is 4 1/2". Step 2: First Floor installation on concrete A) Installation of a moisture barrier such as Moistop or 15# felt is recommended under the Frame. B) Set the Hardy Frame over the embed bolts and install (1) Hardened Round, (2) Flat, or (2) SAE washers and a nut. C) Tighten nuts until snug tight. D) After framing and plumb & line are complete, place a 2x filler above the Frame to make up the height difference created by eliminating the sill plate, and connect with 1/4" x 4 1/2" screws through the top of the Frame, through the filler and into the double top plates or header above. For fillers larger than 1 1/2" net , refer to detail 3 /HFX2. Step 2: First Floor installation on a Sill Plate A) If the Hardy Frame is to be installed on a mudsill, plot the bottom plate and cut the length to match the width of the Panel. If located next to a door opening, allow the plate to run into the opening. B) Set the Hardy Frame over the embed bolts and install (1) Hardened Round, (2) Flat, or (2) SAE washers and a nut. C) Tighten nuts until snug tight. D) After framing and plumb & line are complete, install 1 /4 "x 3" screws through the top of the Frame into the double top plates or header above. 0 HARDENED ROUND, (2) SAE OR (2) FLAT WASHERS AND NUTS. PLUS OR MINUS 1 -1/2" GAP TO BE FILLED WITH MINIMUM 5,000 PSI STRENGTH NON- SHRINK GROUT 0 HARDENED ROUND,(2) SAE OR (2) FLAT WASHERS AND NUTS ABOVE AND BELOW PANEL BASE. THISDETAILSHEETISNOTPROPRIETARYANDISNOTREQUIRED FORPLANSUBMITTALWITHHARDYFRAME® PRODUCTS FOUNDATION PER PLAN HARDY FRAME® THREADED ROD HOLD 4 r HARDY FRAME® FOUNDATION PER PLAN HARDY FRAME® FOUNDATION PER PLAN BRACE (HFXBB) MAY 1/2 "x3 "x3" PLATE ASTM F1554 GR 36 IS SPECIFIED. 1-2--‘\ 4. t 1•• v • Y e.r ,... rn . _ a DOWN BOLT (PER PLAN) Lion I s: e.r ":' _ Hardy Frame ®BOLT BE INSTALLED WITHOUT WASHERS WHEN ASTM THREADED ROD IS HFX - SERIES PANEL BRACE (HFXBB) 1/2 "x3 F1554 SPECIFIED. MAY x3" PLATE GR 36 i3\ Hardy Frame BOLT BE INSTALLED WITHOUT WASHERS WHEN ASTM THREADED ROD IS HFX- SERIES PANEL BRACE (HFXBB) 112 "x3 "x3" F1554 GR SPECIFIED. MAY PLATE 36 1 Hardy Frame ®BOLT BE INSTALLED WITHOUT WASHERS WHEN THREADED ROD HFX- SERIES PANEL ON NUT & WASHER (DOUBLE NUT) ESR 1D /P \) {FX, ON FOUNDAITON ESR 1A /P HFX/ ON WOOD SILL ESR 2A/P HFXj HARDENED ROUND,(2) SAE OR 2) FLAT WASHERS AND NUTS ABOVE AND BELOW BASE. HARDENED ROUND, (2) SAE OR ACCESS HOLE LOCATED AT (2) FLAT WASHERS AND NUTS. FOR 6x PORTAL HEADER OPTIONAL SOFFIT Panel FACE TO FACE PANELS NOTE: HOLD DOWN BOLT DESIGN AT FACE TO FACE INSTALLATIONS MUST BE DETERMINED BY THE BUILDING DESIGN PROFESSIONAL SAE OR (2) FLAT WASHERS AND NUTS. SEE DETAIL 6 -HFX2 TRIMMER 1 \ 1 1 I 1 1 1 1 I I I_ ACCESS HOLE LOCATED AT PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH MINIMUM 5,000 PSI STRENGTH NON - SHRINK GROUT STUDS PER DESIGN PROFESSIONAL TO HEADER (PORTAL) SEE EDGE OF POST 3/4" 3/4 THICK PLATE WASHER BUILT IN POST BY MANUFACTURER EDGE OF POST 3/4" THICK PLATE WASHER BUILT IN POST BY MANUFACTURER FOR CONNECTION DETAIL 5 TO HEADERHFX2 WHEN A 2x FILLER OCCURS SEE 2 -HFX2 (SIMILAR) FOR FACE TO FACE d L a 6lida a. a sV ±11n^ six e. A gay 4 d. -our p, HARDY 4 e: e •n• • 1 P n d. 1 1/2 THICK x 3" BOLT WASHERS WHEN SPECIFIED. 1 6 1 HARDY 1 1 n G WITH 1/2 THICK x Frame® BOLT WASHERS ROD IS 5 41 a a C." a HOLD DOWN BOLTS PER PLAN 11.„0.„..••• TOP CONNECTION SEE DETAIL 9 -HFX2 WITH 2x FILLER OPTIONAL SOFFIT 0 0 ono o o 0 t (_I 1_ r jam T3/4 3 Minimum a 4 I. 8-1/2° f1 O OR HEADER CONNECTION SEE ale 4 MI .. a 1 Inc. A MiTekCompany S. VICTORIAAVE., SUITE200, VENTURA, CA93003 LEPHONE: 800754 -3030 / www.hardyframe.com FOR TOP PLATE Hardy Frame ®BOLT BRACE (HFXBB) MAY WASHERSSHERS WHEN WITHOUT 1554 GR PLATE WASHERS WHEN ASTM F1554 GR 36 THREADED ROD IS SPECIFIED. SERIES PANEL FOUNDATION PER PLAN HARDY FRAME HFX- 12" WIDE BASE DETAIL 1 -HFX2 TOP PLATE THREADED ROD HOLD DOW x 3" PLATE WASHER & NUT. BRACE(HFXBB) MAY REPLACE ASTM F1554 GR36 THREADED FRAME® HFX- SERIES POST BOLT WITH Hardy Frame® PLATE ROD IS THREADED ROD HOLD DO 3" x 3" PLATE WASHER & NUT. BRACE(HFXBB) MAY REPLACE WHEN ASTM F1554 GR36 THREADED SPECIFIED. FRAME® HFX- SERIES N BOLT Hardy PLATE POST DETAIL 2 -HFX2 WITH 2x FILLER DETAIL 3-HFX2 FILLERS > 1 1/2" HOLE CHART 2 5/8 "-- 2 5/8" U SEE ADDITIONAL HOLE LOCATION DETAIL 10 -HFX2 FOR FACE TO FACE 12 -3/4" 18" l f ON NUT & WASHER (DOUBLE NUT) ESR P2 HFX1 ON FOUNDATION ESR P1 HFX1 4 \ ON FOUNDATION • FACE TO FACE CONDITION HFX1 18 WIDE BASE BASE CONNECTION SEE DETAIL 4 -HFX1 ON CONCRETE TABLE 1.1 VALUES SEE EMBED SCHEDULE I ppp_o rr 1 3/4" PER PLAN (MIN.) 0 0 0 0 ° 0 0 0 0 0 0 0 0 2 5/8 3 -3/4" FROM DETAIL 1 -HFX1 ON CONCRETE25/8"--\\ 18 3/4" re 111 J 0w 1 f O DETAIL 2 -HFX1 ON NUT & WASHER TABLE 1.2 VALUESZ Z W g d MIN 24ee L____. r5=5 o Q w 2a. 1 DETAIL 3 ON WOOD SILL24" WIDE BASE HFX1 GROUT FILLED CMU OR CONCRETE PER PLAN) f i I L I Z w a 3" MIN d, `/ OUTSIDE FACE OF 2X6 WALL RECOMMENDED 111 k Cal VARIES WITH PANEL/BRACE k Cal k Ca2 CatFRAMEr CURB ELEVATION CURB SECTION 11 j 4< SEE FOUNDATION DETAIL 7 -HFX1 3 "Minimum EMBEDESCHEDULE I MIN)" cc SELECTING A PANEL INSTALLATION 8" THICK CMU OR MIN) MINIMUM 2500 PSI MIN STRENGTH CONCRETE ce a 1 HARDY FRAME®IBC Embed Schedule for Panels, Brace Frames and Post 0 Z z a o 2R e 0 z z M a_ braSTEMWALL I e a - S' .. I . . -. e All Thread Diameter inches) All Thread ASTM GRADE I B Embed From T.O. Footing (in) C & Cal CB2 Edge & End Distance at Footing (in) Edge Distance at Top of Concrete (in) 12" Panel End Distance at Top of Concrete (in) 18" & 24" Panels End Distance at Top of Concrete (in) 32" Brace Frame End Distance at Top of Concrete (in) 44" Brace Frame End Distance at Top of Concrete (in) MINIMUM 2500 psi I r i a- t s -' f 3" MIN TENSION (Ibs) a au II a —I —I — I— I— STRENGTH CONCRETE THREADED ROD HOLD NUT. Hardy Frame® BOLT WASHERS WHEN ASTM SPECIFIED. NOTES: 1) ALL EMBED DIMENSIONS 2) COUPLING NUTS LENGTH THROUGH HARDYFRAME HOLD 2..". 44t.', ..• I e 3MIN Post Only3" Min. 1{ 7f -7f=11 1r 7f= 7r -7f=71 l - -- d,• - d_II'r7fTf 't1-lf 11' =IfTf7( 7f_ Embed T j, 11, FOOTING DEPTH AND Cal Cal 'F Ca2T Cat'' Callout Seismic Wind 1.1. Cat WIDTH MAY DECREASE BEYOND Cal DIMENSION. THREADED ROD HOLD DOWN BOLT WITH 1/2x3x3 PLATE WASHER & NUT. Hardy Frame® BOLT BRACE(HFXBB) MAY REPLACE PLATE WASHERS WHEN ASTM F 1554 GRADE 36 THREADED ROD IS SPECIFIED. NOTES: 1) ALL EMBED DIMENSIONS PER PLAN 2) COUPLING NUTS MAYBE USED TO EXTEND THREAD ROD LENGTH THROUGH GROUT FILLED CMU. HARDY FRAME EMBED AT STEM WALL 8 EXTERIOR SLAB ELEVATION EXTERIOR SLAB SECTION 7/8" Std 13,530 13,530 7/8 F 1554 GR 36 12 14 1 3/4 1 3/4 2 5/8 5 3/4 6 1/2 1 2. 7/8" HS 20,805 25,805 A 193 GR B7 18 16ft 3" Min. 1 1/8" Std 22,365 22,365 F 1554 GR 36 18 18 1 1/8" HS 31,340 39,140 1 1/8 A 193 GR B7 18 24 Ca2 DOWN BOLT BRACE(HFXBB) F 1554 GRADE PER MAY BE USED GROUT FILLED DOWN AT STEM F Ca2 WITH 1/2x3x3 PLATE MAY REPLACE 36 THREADED PLAN TO EXTEND ALL THREAD CMU. WALL WASHER & PLATE ROD IS 9\ I For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N I 1) ASSUMES CRACKED CONCRETE WITH NO SUPPLEMENTARY REINFORCEMENT PER ACI 318. DATE: O 3MIN I e 2) VALUES AND DISTANCES ARE FOR 2500 PSI CONCRETE (MINIMUM). 3) INSTALL 1/2 ASTM A 36 PLATE WASHERS AT EMBED END OF HD BOLTS Hardy Frame BOLT BRACE MAY BEx3x3 (HFXBB) 3 SUBSTITUTED AT PANEL INSTALLATIONS WHEN ASTM F 1554 GR 36 ALL THREAD GRADE IS SPECIFIED. MIN 4) HIGH STRENGTH RODS MAY ALSO BE ASTM F 1554 GR 105, ASTM A 354 GR BD OR AS SPECIFIED BY THE BUILDING DESIGNtikCalCa1Ca2Ca2PROFESSIONAL. INTERIOR SLAB ELEVATION INTERIOR SLAB SECTION 5) FOUNDATION DESIGN BY OTHERS. bE' SA v. Faxi6) THE BUILDING DESIGN PROFESSIONAL IS PERMITTED TO MODIFY THIS DETAIL TO ACCOMMODATE A SPECIFIC CONDITION. F0 HARDY FRAME 2006 IBC HOLD DOWN EMBEDMENTS //7a HARDY FRAME® 2006 IBC HOLD DOWN EMBEDMENT TABLE 7 ESR 1 /FDN \( -IFX1STEMWALLSECTIONESR3BIFDNHFX) STEM WALL ELEVATION ESR3A/FDN HFX1 C, )p s q 0r' W' SOLID RIPPED CONNECTORS DESIGN 4X TO PROFESSIONAL WOOD BEVEL FIT SLOPE AND BY BUILDING CONNECTORS BY BUILDING DESIGN PROFESSIONAL 4x WOOD FILLER BUILDING DESIGN PROFESIONAL BY 1/4" DIAMETER (MINIMUM) LONG HFS SCREW PER TABLES. x 3" OR EQUAL) Table 1.0 Hardy Frame ® HFX- Series Product Data and Connectors REVISIONS DATE MODEL NUMBER NET HEIGHT in) DEPTH in) Hold Down Diameter1,2 in) Top Screw3A Qty (ea) Bottom Screw3B Qty (ea) Screw Qty Available at Edges (ea) THISDETAILSHEETISNOTPROPRIETARYANDISNOTREQUIRED FORPLANSUBMITTALWITHHARDYFRAME° PRODUCTS HFX -18x9 104-1/4 3 -1/2 1 -1/8 10 4 1/4" DIAMETER MINIMUM) x 3" LONG HFS SCREW OR EQUAL) PER TABLES. PER T 0 1 I ADJACENT FRAMING FOR RESISTING OUT OF PLANE LOADS BY BUILDING DESIGN I 2x WOOD1/4" DIAMETER MINIMUM) x 3" LONG HFS SCREW OR EQUAL) PER TABLES. S*'A ADJACENT FRAMING FOR RESISTING OUT OF PLANE LOADS BY BUILDING PROFESSIONAL T 0 T T 0 s HFX -24x11 128 -1 /4 3 -1 /2 1-1/8 /8 14 14 5 Framing 0 FILLER CONNECTION WITH 1/4" DIAMETER MINIMUM) x 4 1/2" LONG HFS SCREWS OR EQUAL. 1 Hold down bolts must have a 1/2 "x3 "x3" ASTM A 36 plate washer double nutted on the embed end that connects to the Panel or Brace Frame base with one Hardened Round, two Flat or two SAE Washers and an ASTM A 563 Grade A hex nut on each rod or as specified by the Building Design Professional. Alernative: Plate Washers may be omitted at Panels when rods are ASTM F 1554 GR 36 and a Hardy Frame® Boltyy Brace (HFXBB) is installed at the embed end. 2High Strength Hold Downs can be ASTM A 193 Grade B7 (or specified by the Building Design Professional) with 1/2 "x3 "x3" ASTM A 36 Plate Washers double nutted on the embed end that connects to the Panel or Brace Frame base with one Hardened Round and an ASTM A 194 Grade 2H heavy hex nut on each rod. 3Screws: 1/4" diameter wood screws with a minimum allowable design value of 311 lbs. (excluding the allowable 1.33 stress increase) when connecting 12ga. metal to wood with specific gravity of 0.50 or greater. Complying screws are Hardy Frame® HFS- Series, USP "WS" Series, or equal. ATop Screw length is 3" (minimum) when attached directly to the collector, 4 1/2" (minimum) when installing a 2xfiller above. B Bottom Screw length is 4 1/2" (minimum) at Panel and Brace Frame connections, 3" (minimum) at Hardy F g PlHFXBB (HFXBB). rame® Bearing Plate PROFESSIONAL BUILDING DESIGN PROFESSIONAL MUST DESIGN: HARDY FRAME HFX- SERIES PANEL HARDY FRAME HFX- SERIES PANEL 1HARDYFRAMEHFX- SERIES PANEL ® 1. STUDS OR STRAPS TO TRANSFER UPLIFT OF FILLER MATERIAL 2. ADDITIONAL DRIFT DUE TO THE ADDITIONAL FILLER HEIGHT 3. STUDS /POST AT EACH END OF PANEL FOR OUT OF PLANE LOAD HARDY FRAME HFX- SERIES PANEL 4 \ TOP TO DOUBLE PLATES WITH 2x FILLER ESR 6E /P HFX2 TOP TO DOUBLE PLATES ESR 6A /P HFX2TOPTOSLOPINGDOUBLEPLATEWITHESR6J/P HFX2 BEVEL FILLER TOP TO DOUBLE PLATES WITH FILLER HEIGHT ESR 6H! GREATER THAN 1 -1/2 INCHES Panel THREADED ROD WITH HARDENED ROUND, 2) FLAT WASHERS CONNECTING TO ABOVE 2) SAE OR AND NUT HOLD DOWN STEEL BEAM PER PLANS TRIMMER CORNER) PROFESSIONAL. OR KINGSTUD @ OS BY BUILDING DESIGN FOR CONDITIONS CRIPPLES STRUCTURAL BRACING DETERMINED DESIG CONTINUOUS WHERE STUDS OCCUR, WOOD PANEL (WSP) DESIGN MUST BE BY THE BUILDING PROFESSIONAL NOTE: STRAPS HEADER WHEN APPLIED STRAP DESIGN CONNECTION DETERMINED DESIGN CONNECTING PANEL TO ARE RECOMMENDED. IN THE FIELD AND TO BE BY BUILDING PROFESSIONAL. 11111111'_'Ifir/ / / / / / / //A erg% S A CONNECTION BY BUILDING DESIGN PROFESSIONAL 0 I I 1/4" DIAMETER MINIMUM) HFS SCREWS OR EQUAL) FOR SHEAR TRANSFER FROM WOOD NAILER TO HARDY FRAME PANEL NOTES: STRUCTURAL, O O 1 r r y Inc. A MiTekCompany 789 S. VICTORIAAVE., SUITE200, VENTURA, CA93003 TELEPHONE: 800754 -3030 / www.hardyframe.com tv, Mr4 3/4" THICK PLATEWASHER BUILT IN BY MANUFACTURER ACCESS HOLE LOCATED AT EDGE OF POST 2x WOOD BACKING NON OPTIONAL 0 h1.1HEADERPERPLAN 1/4" DIAMETER MINIMUM) x 3" LONG HFS SCREW (OR EQUAL) PER TABLES. HARDY FRAME® HFX- SERIES PANEL 7\ 0 0 0 0 ° ° ° 0 ° O° ° 0 ° ° ° ° 0 ° 0 ° ° ° ° ° ° °° HARDY FRAME HFX- SERIES POST K8 \ 1. TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND CONNECTIONS BY OTHERS. 2. TRIMMER ATTACHMENT TO PANEL NOT REQUIRED. HARDY FRAME® HFX- SERIES PANEL 6' HOLE PATTERN TOP HOLE PATTERN TOP HOLE PATTERN TOP HARDY FRAME® HFX- SERIES PANEL 5 Co 0 o e 0 0 0 0 0 0° 0 0 0 0 0 0 0 2 5/8" 1 3/4" , 8 -1/2" I X1 3/4" 2 5/8 12-3/4" 2 5/8" 2 5/8" 18 3/4" 12" l 18" f j. 24" 1 HOLE PATTERN BOTTOM 12" PANEL HARDY HOLE PATTERN BOTTOM 18" PANEL FRAME® HFX-SERIES HOLE PATTERN BOTTOM 24" PANEL PANELS 8x HEADER ABOVE - SECTION VIEW ESR 7A/P F TOP TO HEADER WITH CRIPPLE STUDS ABOVE ESR 6B /P HFX2TOPTODOUBLEPLATESESRP3 \I IFX2/ TOP TO STEEL BEAM WITH WOOD NAILER BELOW ESR6C!%HF ATTACHMENT OF DESIGN HEX DRILLING SHOWN) PANEL THE HEAD BUGLE WHEN TO EDG IS BUILDING PROFESSION WITH SEL WING TIP HEAD WAFER SELF NOTES: II " "" HEAD DRILLING Fr I FLAT TIP ttt\ TRUSS MODIFIED SELF NAILFINISHES MEMBERS USE SCREWS NON-STRUCTURAL ATTACHMENTS FACE REQUIREDBUILDING PROFESSIONAL TIP I' \tI TRUSS DRILLING OR SCREWTOWOOD PER 10 SELF - TAPPING FOR OF PANEL BY THEDESIGN BUGLE SHOWN) t HEX WING TIP SURFACE PLAN OR THE OR WHEN DRILLING tt HEAD CIea7l an FOR 24" WIDE PANELS INSIDE EDGE OFAPOSTS A 3" DIAMETER HOLE IS PROVIDED IN THE FACE OF ALL 18" AND 24" WIDE PANELS DESIGNATES AREA HALE, UP TO1 "DIAMETER, TO BE DRILLED. FOR THE 12" WIDE PANEL ONLY, THE DESIGNATED AREA FOR AN ADDITIONAL HOLE EXTENDS UN- INTERRUPTED FROM MID - HEIGHT TO 4" FROM THE TOP OF MIN. MIN 14- 112 "MAX o ao' er a MIN. CONNECTORS BY BUILDING DESIGN PROFESSIONAL AT TP 9TENEas % AT aese oms T " ^ " " "" DRILL 3/16' DIAADDITIQNAL HOLE IN FACE OF HARDY FRAME `PANEL AND INSTALL EVENLY SPACED 1/4" DIA. WOOD SCREWS THROUGH FACE, INTO 2x (MIN.) WOOD LEDGER LOCATED IN PANEL CAVITY CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL 1 MIN. SCREWS PRE 1 MIN. BY 2x WOOD FILLER CONNECTION WITH MINIMUM) xER 4 1/2" LONG HFS SCREWS OR EQUAL. 2 or for r I • I L • i I I I Section A A - Alternate 1 A - Alternate Section A : HFS Installed over Double Top Plates A - Attemate 1 : HFS Installed to Underside of Double Top Plates A- ANemate 2 : HFS Separated into Two "L" Shapes to allow for Installation over Wood Structural Panel Sheeting Installation at 2x6 and Greater Wall Depths. J a a 0_ 1 1 0 ICI 0 ir 1 '` x n,`'I r rt Table 8.1 : Hardy Frame ®Saddle Model Number Fastener Qty ASD Tension tilts) ASO Compression (Ibs) HFS24 24- 16dcommon 2950 2500 PANEL MID - HEIGHT NOTES: HFS36 32- 76d common 4280 2500 Notes: 1) Maximum Clearspan splice is 4-1/2" quantity2) Fastener uantit is the number of 16d common nais to be installed at each end of the splice. 3) When the distance from the splice to the first nail hole is less than 1 inch, omit the (2) nails in the 3 inch sideplate and the (1) nail in the 1 -1/2 inch sideplate closest to the splice. 4) For the 1-1F524 that is installed with 22 - 16d common nails on each end of the splice 44 total) there Is no reduction In the values. 5) For the HFS36 that is installed with 31 - 16d common nails on each end of the splice 62 total) there is no reduction in the values. 6) Allowable tension capacity is based on attachment to lumber a minimum specificY gravity of o.4s. 7) Loads shown are allowable stress design (ASD) and exclude a 1.33 stress increase. HARDY FRAME® HFX- SERIES PANEL 12 VIEW OF PANEL CAVITY NOTE: ADDITIONAL LOADS APPLIED ON PANEL ARE TO BE DATE: 1 - 1 is 091V 1. THE SOLID FACE OF THE PANEL MAY BE ORIENTED TOWARDS THE INSIDE OR OUTSIDE FACE OF WALL. CHANGING ORIENTATION OF THE SOLID FACE WILL USUALLY PREVENT THE NEED FOR ADDITIONAL HOLES. 2. TO DRILL HOLES LARGER THAN 1" DIAMETER, MORE HOLE OR HOLES LOCATED OUTSIDE THE DESIGNATED CONTACT HARDY FRAMES, INC. HFX2HARDYFRAME® HFX- SERIES PANEL THE THAN ONE AREA, 710 HARDY FRAME PANELS HARDY FRAME® HFX- SERIES PANEL 11• air N .c. E' `y. y a"; tr tU 1) ATTACHMENTS TO THE FACE OF HARDY FRAME PANELS, INCLUDING SURFACE FINISHES, CONNECTORS AND FIXTURES, ARE MADE WITH 10 SELF - TAPPING SCREWS SPACED NO LESS THAN 2 1/4" OC. 2) ATTACHMENTS TO THE EDGES OF HFX-SERIES PANELS ARE MADE WITH 12 SELF - TAPPING SCREWS. 3) STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE BUILDING DESIGN PROFESSIONAL. 4) HARDWARE USED STRUCTURALLY TO TRANSFER LOADS SHOULD NOT EXCEED 12 GAGE. HARDY FRAME® HFX- SERIES PANEL /13 EVENLY DISTRIBUTED AND MAY NOT EXCEED THE ALLOWABLE "P" LOAD AS PROVIDED IN TABLE 1.1. HARDY FRAME® HFX- SERIES PANEL 61 F R M GADDITIONALHOLELOCATIONCHARTHFJTOPTODOUBLEPLATESWITH2xFILLER - FACE ESR 6G/P TO FACE CONDITION 11\1 a1 HFX2) ATTACHMENT WITH SELF TAPPING SCREWS \I'iFX21 CONCEALED LEDGER KFX) CERTIFICATE OF COMPLIANCE (Port I of 2) MEGH -I -G LIMITATION (Sect Td) PROJECT NAME Taco Bell DA 1O /14/2008 PROJECT ADDRESS 31'112 Mission Trail Road Lake Elsinore TEST i PAPER WORK BY HOC AND AIR BALANCE O NTRAGroRs AREA BANE OCOP?4tY ` S @d Iding Permit ePRINCIPALDE516EER - MECHANICAL Davar 4 Associates 62 177 -8050 A aaCament ecerlea DocU4ENTAnoN Davar 4 Associates Inc. 21177 -8050 Lira GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 1 ,833sq.Ft. CLIMATE ZONE 10 WIWI% TYPE 01 NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOM GUEST ROOM PHASE OF CONSTRUCTION EMI CONSTRUCTION ADDITION ALTERATION UNGOtmMONED IFlle APPIdaVlt) METHOD F MECHANICAL M PRESCRIPTIVE PERr-ORI4ANGE PROOF OF ENVELOPE COMPLIANCE IN PREVIOUS ENVELOPE PERMIT ENVELOPE COMPLIANCE ATTACIED STATEMENT OF GOMPLIANGE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Pats I and 6 of the California Code of Regulations. This certificate applies briny to building mechanical requirements. The documentation prepaer hereby certifies that the documentatl to and c ter. DOCUMENTATION AUTHOR Davar 4 Associates SIGNATURE % // ,` iti._ DATE 02/12/061 The Principal Mechanical Designer hereby certifies that the proposed g design represented in this set of construction documents Is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained In the applicable parts of Sections 100, 101, 10Z, 110 throu0115, 120 through 125, 142, 144, and 145. The plans 4 specifications meet the requirements of Pat I (Section 10- 103a). The installation certificates meet the requirements of Part 1 (10 -103a 3). The operation t maintenance information meets the requrements of Pat 1 (O- 1034). Please check one: (These sectioned the Business and Professions Code ore printed In Nn h the Norreskbntlal Masai) I hereby affirm that I an ellgble under the provisions of Division 3 of the Business and Professkxe Code to sign this document as the person responsble for Its preparation; aid that 1 an licensed h the State of California as a chill engineer, or mechanical engineer or I an a licensed architect. I affirm that I am eligbie under the exemption to Division 3 of the Business ad Professions Coat by section 55312 or 61315 to sign this document as the person responsible for is preparation; ad that 1 an a (keened contractor performing this work I affirm that I an ellgble under the exemption to DNIsIcn 3 of the Bserees ad Proressio s Code to sign this document became It pertains to a structure or tiger of work descrbed pursuant to Bushoes end Prof satiate 5531, 553E aid 6731.1. PRINCIPAL MECHANICAL DESIGNER - NAME Davar 4 Associates SIGNATURE DATE 027/2 CI LICA. N)51/ R. q Tr INSTRUCTIONS TO APPLICANT MEGH -I-G: Certificate of Compliance. Pat 1, 2, 3 of 3 are required on plans for all submittals. MEGH -2-G: Alrflater /Service/Water Pools Requirements. Pat 1 of 3, 2 of 3, 3 of 3 ore required for all submittals, but may be on plans. MEGH -3-G: Mechanical Ventilation and Reheat Is required for all submittals with mechanical ventilation, but may be on plans. I ME-CH-4-C: HVAG Misc. Prescriptive Requirements Is required for all prescriptive submittals, but may be on plans. MEGH -5-G: Mechanical Equipment Details e required for all performance submittals. Eergfro 4.4 Ey Bieroc:o t Use Rabat 4652 Job Nmber: OD-101 Poge:3 of 12 MECHANICAL VENTILATION MEGH -3 -C PRO.EGT NAME Taco Bell DATE 10/14/2008 CERTIFICATE OF COMPLIANCE Part 2 of 2) MEGH -I -C I RO.EGT NAVE I Taco Bell Designer: This form le to be used by the deakfer ad attached to the plats. Lbted below ore all the acceptance tests for mechanical systems. The designer b required to check the boxes by all acceptance tests brit apply and list all equipment that requires an acceptance test. If all Nutmeat of a catch bye require* a test, Ibt the equipment d eicrption aid the rumba of systems to be tested I parentheses. The NJ war designates the Section h the Appendix of the Nonresidential ACM Manual that descrbes the test. Also rdkate the person reseals* a for perfannhg tie tests (Le. be installing cantracta, design professional or an agent selected by the over). Since this form will be pat of the plane, completion d this section will allow the resparoble panty to budget for the scope of rack g4 roprhtely. Building Departments: DATE 10/14/2008 SYSTEM ACCEPTANCE. Before an occupmry poet b grated Pa a rawly constructed building or space, or a new space -ccM Uankig system saving a bulldhg or space b operated la normal use, all control devices serving the building or apace shall be certified as meeting the Acceptance Requirements for Code Laplace. In addtien a Certificate of Acceptance, MEGH -I -A Form shall be submittal to the bulldhg deportment that certifies plat, specifications, installation certificates, and ooerot*c and mahtercrwe hPOrmatlan meet the raaurdnats d Section 10 -103b) ad Ttb 24 Pat 6 STATEMENT OF COMPLIANCE LIMITATION (Sect Td) TEST 4 PAPER YORK BY WAG, MO AIR BALANCE CONTRACTORS MEGHANIGAL VENTILATION (Section I21(b)2 1 / MEGH S-A: Packaged HVAG Systems Acceptance Document TEST i PAPER WORK BY HOC AND AIR BALANCE O NTRAGroRs AREA BANE OCOP?4tY ` S Tot raped o all ties "toms both Nan Casructbn and RebafR VAV MN MN A B i& I D E I F I e M 1 J Environmental Balancing Bureau (fEBB) Procedral Stadads (1963), or M N ZOFEiSYSTB4 2 Equipment requiring acceptance testing sl it EEG( -6-A, - Rydronic System Control Acceptance Document 7 ± d J a1 xq Bx0.4CRNsy. ft of LoUrrs H, y K or 900 GPM R. q Tr Cltchen T 0.15 109 Auto Auto 101 109 rJa 122(g) Each space conditioning nptem saving multiple zones with o combined conditioned floor area more that 25p00 square feet shall be provided with 123 Isolation zones. Each zone: shall not exceed 25000 square feet; shall be provided with Isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off Independently of other lunation areas; ad shall be controlled by a the control device descrbed above. Existing RTU-2 (Kitchen) 124 R-60 R-6.0 E 122(0eb) Each space conditioning system shall be controlled by al iid1vlddl thermostat that roseate to temperature within the zone. Mere used to control heating, the control shall be ad$steble dorm to 55 degrees F or lower. For cooling, the control shall be ad$ustcble up to 65 daises F or higher. Wive used for both heating and cooling, the control shall be capable of providing a deacbad of t least 5 degrees F within which the supply of heating ad cooling is taut off or redwed to a mhhum. Total 109 109 K 122k) Thermostats shall have man gle setpoints h degrees Fdredwit (F) and adjustable setpoht stops accessble arty to authorized penarel. 7hhq I,I0 0.50 552 552 552 Exlsthq RTU-I (Dhrq) Total 552 552 4 Arum yaalata rat. pr Section 121. Taele 121-A E eaed en fined sect a be gsabr d its mated mbar of oC4 t ad 50% d IS ma accent bad la e¢ae prRRees for eoata setae feed mdig. H Retried Vedbotbn AF MP YAl b its laaa of the wklbtbn rake calculated o and AREA a OGCWM CY Bleb (colum D a 6). I bet be rater bia a eta! to N a use Trotter Ar (wem lU to mate a the &Nerehcs. J Deer to away am Pen ON) x 50%; or K Cabala sea tic ea) x 04 chnuft. w on I. taw a Conan H 1 K or 500 cfm M fib met S bee timer or sepalto Cohan Latree& that aeepal to th e ma a Cann H•k H TraWer ar mot be reeled Mae tier VentMtlo fir (Sail) b raster than the Dorn MRnm Al (cone Mt. Were rapteq taste S mot S rata that a sepal to Pe Macao Soso *0 Reeked VV i At (cetera 0 S we sip IWiem AO* (obm iV, wk.m 14 - M. Energjto 4.4 by F rgftft User Haber: 4552 Job hnbeo 06-101 P. 6 of 12 CERTIFICATE OF COMPLIANCE Part 2 of 2) MEGH -I -C I RO.EGT NAVE I Taco Bell Designer: This form le to be used by the deakfer ad attached to the plats. Lbted below ore all the acceptance tests for mechanical systems. The designer b required to check the boxes by all acceptance tests brit apply and list all equipment that requires an acceptance test. If all Nutmeat of a catch bye require* a test, Ibt the equipment d eicrption aid the rumba of systems to be tested I parentheses. The NJ war designates the Section h the Appendix of the Nonresidential ACM Manual that descrbes the test. Also rdkate the person reseals* a for perfannhg tie tests (Le. be installing cantracta, design professional or an agent selected by the over). Since this form will be pat of the plane, completion d this section will allow the resparoble panty to budget for the scope of rack g4 roprhtely. Building Departments: DATE 10/14/2008 SYSTEM ACCEPTANCE. Before an occupmry poet b grated Pa a rawly constructed building or space, or a new space -ccM Uankig system saving a bulldhg or space b operated la normal use, all control devices serving the building or apace shall be certified as meeting the Acceptance Requirements for Code Laplace. In addtien a Certificate of Acceptance, MEGH -I -A Form shall be submittal to the bulldhg deportment that certifies plat, specifications, installation certificates, and ooerot*c and mahtercrwe hPOrmatlan meet the raaurdnats d Section 10 -103b) ad Ttb 24 Pat 6 STATEMENT OF COMPLIANCE ISI MECN -2 -A: Ventilation System Acceptoce Document Variable Air Vokme Systems Outdoor Ar Acceptance Constant Air Volume Systems Outdoor Air Acceptance Equtmen! requrhg acceptant testing ALL UNITS TEST 4 PAPER YORK BY WAG, MO AIR BALANCE CONTRACTORS Tae! reeked on all (dew setae boa: Mn Carohcmo at Retrain, 1 / MEGH S-A: Packaged HVAG Systems Acceptance Document TEST i PAPER WORK BY HOC AND AIR BALANCE O NTRAGroRs Equipment requiring accepknce testing ALL WITS 1220) Gravity or Mangle dopers interlocked and closed an fat shutdow shall be provided on the outside eV intakes and discharges of all space corditknhg and Tot raped o all ties "toms both Nan Casructbn and RebafR EEG - -A: Ar -Side Economizer Acceptance Dowmed Equipment requiring aceptace tesbrg nth test regNad o al kw meters bath Nor Castration ad RMrom. Ns rah ecasmtrers eat ore totalled d the fatal ad ceralbd mM be cambebn do not saute e9pne t tabs tut do make co shetlen tspectbm n/a PEGi -5 -A: Air Dbtrtutbn Acceptance Document Equip/eft requrhg acceptance testing 121b) The tot regaed N es uit eaves 5p00 ft2 of spas a lee ad 25%a more d the dab ae h racardbrod a eaNCanelt nerd epee Ike a attic. Kw fytena that meet he dxrs regfianoM. Reba% systems eat moot the above rsquMraMs ad ether extend dos, replace dots a reolae the parka* wit. te+1.6 -A: Demand Control Ventilation Acceptatce Document Environmental Balancing Bureau (fEBB) Procedral Stadads (1963), or Equipment requiring acceptance testing Standards Section 123. NI em ZY controls Installed on row a ebbs packaged sptas not be tested MECH -1 -A: Supply Fan Valdhle Flow Control Acceptone Document X 124 Air handling duct systems shall be installed at insulated h compliance HO Equipment requiring acceptance testing No NI row VAV fen vans car* Stalled o now or adobe epbns mot be tested EEG( -6-A, - Rydronic System Control Acceptance Document No Variable Pow Gantrob /pplw to dud ad hot poor systems Automatic Isolation Controls Awes to new balers end Was ad ere piny peps ae smoothed to a cannon header. apply Water Temperabre Reset Controls lee to row caveat flan celled ad hot meta sydam qid Mors a dozp coaxal gofer than a Baal to 5wp00 WY. Water -loop Heat Pup Confrob Appbe to all ram ran rbop bat pap sedans were the coped bop pap as rater than 5 hp. Variable Frecpsncy Controls ?cote to all ram d htutlm props an new valrbl. fun deed lyit hoot paporcondssormolarsystems .taro MO' peps mat to rater mai 5 ip. Equipment recfrrhg acceptade testing 6ergfro 4.4 by Energ5oft S Nmbar: 4552 .kb )tt 08.101 Page:4 of 12 MECHANICAL MANDATORY MEASURES Part I of 2 MEGH —MM PRO.EGT NAME Taco Bell DATE 10/14/2008 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies 112(a) 90 ®i iii Arg dfpllace for which there Is a California standard established h the 1220) Gravity or Mangle dopers interlocked and closed an fat shutdow shall be provided on the outside eV intakes and discharges of all space corditknhg and 112b) Appikrce Efficiency Regrlatlo s will comply with the applicable standard. nth X II5(a) Fan bye central furnaces shall not have a plot light. n/a n/a 123 Piping, except that conveying fluids at temperatures between 60 at 105 degrees 121b) Yes Ferratet, or kit f/AC equipment, shall be insulated in accordance with Environmental Balancing Bureau (fEBB) Procedral Stadads (1963), or 121(b) Standards Section 123. 552 cfm X 124 Air handling duct systems shall be installed at insulated h compliance HO No No Sections 601, 602, 603, 604, and 605 of the 2001 CMG Standards. 121(c) No Controls 122(e) Each space condltbnhg system shall be Installed with one of the Pollowrg: 1210)4 Mother method approved big the Cammbsbn. 121(c). 122(e) E 122(e)IA Each space condtbning system serving bulldhg byes such as offices and mawfxhring facilities (and all others not exp11ctIy exempt from the requrements of Section 112 (d)) shall be installed kith at autarnatle time switch with an accessble marital override that allows operation of the system during off -ours for Ne to 4 home. The time switch shall be capable of prog•armrg different schedules for weekdays and weekends and have progrr backup apabllmes that prevent the loss of the device's program ad time setting for at least 10 hours If power Is hternpted; or Prog'amx4oie Switch 122(e)I13 M occupacy sensor to control the opero ing period of the system; or Heating 4 Cooling Reamed Heatrg 4 Goolhg Rabb -ad 122(e)lc A 4-Maur timer that ca be manually operated to control the operating period of the system. I2NU Auto Auto E 122(e)2 Each apace conditioning system shall be installed with controls that temporally restart ad tenpaarlly operate the system as required to maintain a setback heating ad/or a setup cooling thermostat setpoM. n/a rJa 122(g) Each space conditioning nptem saving multiple zones with o combined conditioned floor area more that 25p00 square feet shall be provided with 123 Isolation zones. Each zone: shall not exceed 25000 square feet; shall be provided with Isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off Independently of other lunation areas; ad shall be controlled by a the control device descrbed above. 124 R-60 R-6.0 E 122(0eb) Each space conditioning system shall be controlled by al iid1vlddl thermostat that roseate to temperature within the zone. Mere used to control heating, the control shall be ad$steble dorm to 55 degrees F or lower. For cooling, the control shall be ad$ustcble up to 65 daises F or higher. Wive used for both heating and cooling, the control shall be capable of providing a deacbad of t least 5 degrees F within which the supply of heating ad cooling is taut off or redwed to a mhhum. K 122k) Thermostats shall have man gle setpoints h degrees Fdredwit (F) and adjustable setpoht stops accessble arty to authorized penarel. 112(b) Heat pumps shall be Installed with controls to prevent electric resistance wpplementay heater operation when the heating load can be met by the heat pert alone. berg4'ro 4.4 by Enerobott nee Reber: 4552 Job Neer: 08-101 Paget 4 OD FAIR SYSTEM REQUIREMENTS Part I of 2 MEGH -2 -G PROJT NAME Taco Bell DATE 10/14/2008 SYSTEM FEA1WES ITEM OR SYSTEM TA6(S) Number of Systems MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency Heat Flap flannestot Furnace Controls Natural Ventilation MtNnn Ventilation VAV Minimum Poston Control Demand Control Ventilation Time Control Setback ad Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Dot Insulation PRESCRIPTIVE MEASURE-5 Calculated Heatrg capacity x I. 2 Proposed Heathg Gpacih) 2 Calculated Seeble Goolhg Capacity Proposed Sersble Cooling Capacity Fan Control DP Sensor Location Supply Prestos Reset (DOC coy ShvItanecvs Heat/Cool Economizer Heating Ar Supply Reset Cooling Air Supply Reset 2 z 121 2 sDuctSealingforPresalptfreCompliance 1: Pa each central ad single rare ar nptae (or gap equred feature ore documented. N a equreme t b riot appllcd le, pt 'WA' h the token 2, Not requrad fa *cob herring and coding. Either enter a Mot here a put b reference ot pas at epee hectoe per footnote 1. T -24 Section AIR SYSTEMS, Central or Seigle Zone Exstrq RTU-2 (kltche ) Existing RTU-I (Drhq) Ref trance en Plop or Specification I 112(a) 61% ME 6196 ARE Ventilation 121(e) Controls shall be provided to allow outside eh dopers cr devices to be operated at the 112(a) 90 ®i NO EER 1220) Gravity or Mangle dopers interlocked and closed an fat shutdow shall be provided on the outside eV intakes and discharges of all space corditknhg and 112b) r*a nth 112b), II5(a) n/a n/a Pop: 5 d D 121b) Yes Yes Environmental Balancing Bureau (fEBB) Procedral Stadads (1963), or 121(b) 101 cfm 552 cfm 121k) No No 121(c) No No 1210)4 Mother method approved big the Cammbsbn. 121(c). 122(e) Progamiable Switch Prog'amx4oie Switch 122(e) Heating 4 Cooling Reamed Heatrg 4 Goolhg Rabb -ad H3b)2 If a crwlathg hot water system Is Installed, It shall have a control capable of atanatkally bunhg off the circulating pumps) Wien hot water is not required. I2NU Auto Auto 122(4 n/a rJa No 123 BlercePro 44 by Ensrgl5oft Use Meter: 4552 ,kb Mn ber: 06-101 Page: 10 of 12 124 R-60 R-6.0 144 (a 4 b) o bhh 32)34 bbin Ventilation 121(e) Controls shall be provided to allow outside eh dopers cr devices to be operated at the 144 (a 4 b) 130000 btuh 102500 bbuh 1220) Gravity or Mangle dopers interlocked and closed an fat shutdow shall be provided on the outside eV intakes and discharges of all space corditknhg and 144 (el t b) 61A63 btuh 59350 hill 144 (a t b) 60965 bbuh 52254 btuh Pop: 5 d D 144 (c) Constant Volume Conskat Volume Environmental Balancing Bureau (fEBB) Procedral Stadads (1963), or 144 (c) Associated Aft Balance Council (MEC) National Standards (MM); or 144 (c) Yes to 144 (d) No No 1210)4 Mother method approved big the Cammbsbn. 144 (e) No Economizer No Economizer 144 0) Corotant Terre Constant Temp H3b)2 If a crwlathg hot water system Is Installed, It shall have a control capable of atanatkally bunhg off the circulating pumps) Wien hot water is not required. 144 0) Costa* TarpConstantTen 144 (YJ No No 5: fifer Yes 1 Span b Casket Vane Single Zoe; Serve < sp00 salt; Hee > 25% 64 h unondnbrod space. Duct mabg b regked fa Pescrptw. Carpib:cs, see Mor-I for pereamm a method act eealrg ttgt creme. E • FIELD - For Bulldkig Dal i:ment Use Onlu Enforcement Ventilation 121(e) Controls shall be provided to allow outside eh dopers cr devices to be operated at the ventllatbn rates ce specified on these plane. 1220) Gravity or Mangle dopers interlocked and closed an fat shutdow shall be provided on the outside eV intakes and discharges of all space corditknhg and Stant systems. Bergen, 4.4 bJ Enrol:of Use Rabin 4552 bb timber, 06.101 Pop: 5 d D MECHANICAL MANDATORY MEASURES Part 2 of 2 MEGH -MM rRO,EGT NAME Taco Bell DATE 10/14/2008 Description Designer Enforcement Ventilation 121(e) Controls shall be provided to allow outside eh dopers cr devices to be operated at the ventllatbn rates ce specified on these plane. 1220) Gravity or Mangle dopers interlocked and closed an fat shutdow shall be provided on the outside eV intakes and discharges of all space corditknhg and Stant systems. 1220) All gravity ventilating systems shall be provided with aubonate or readily accessble mavally operated dampen h all openb s to the outside, except for contagion air openhgs. X 1210)1 Air Solacing: The system shall be belayed h accordance with the Notional Environmental Balancing Bureau (fEBB) Procedral Stadads (1963), or Associated Aft Balance Council (MEC) National Standards (MM); or 1210)2 Outside Ar Certification: The system shall provide the minimum outside ar as sham on the mechanical drawings, and shall be measured and certified by the hstallhg licensed C-20 mechanical contractor and tattled by (I) the deskyn mechanical engineer, (2) the Installing Ikenced G-20 mechanical contractor, r (s) the person frith overall reeponsbilty for the design of the vertllatbn system; or 1210)3 Oublde Air Measurement: The system shall be equipped with a wlbrated local or remote device capable of measahg the qua tty of outside ar on a cathua» basis and deploying that quatb) on a readily mumble display divine; or 1210)4 Mother method approved big the Cammbsbn. Service hater Heating Systems H3b)2 If a crwlathg hot water system Is Installed, It shall have a control capable of atanatkally bunhg off the circulating pumps) Wien hot water is not required. 113(c) Lavatories in restrooms of public facilities shall be equpped with controls to lint the outlet temperature to 110 degees F. BlercePro 44 by Ensrgl5oft Use Meter: 4552 ,kb Mn ber: 06-101 Page: 10 of 12 49z: t SECONC LONG BEACH A AAA 544 41 IMAM CONSULTING ENGINEERS 12016 Telegraph Road, Suite 205 Santa Fe Springs, California 90610 Tel: (56Z)TT1 -6050 Fast: (562) 171 -0933 0 7,M-701 A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B MECHANICAL TITLE 24 M1.0 PLOT DATE: 08.22.08 GENERAL: 1. LOCATE, CUT AND FRAME ROOF OPENINGS AS SHOWN FOR ALL HVAC EQUIPMENT AND EXHAUST FANS. 2. IT IS VERY IMPORTANT THAT ACCURATE MEASUREMENTS ARE USED WHEN LOCATING EXHAUST FAN ROOF OPENINGS TO ENSURE THAT NO ADDITIONAL OFF -SETS ARE REQUIRED IN THE EXHAUST DUCTWORK. COORDINATE ROOF OPENINGS WITH THE KITCHEN EQUIPMENT. 3. PROVIDE ANY FRAMING REQUIRED FOR DIFFUSER INSTALLATION IN HARD CEILING. HVAC: 1. INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL STANDARDS FOR NEW NONRESIDENTIAL BUILDINGS. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES, SAFETY ORDERS AND REGULATIONS. 3. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. 4. E.C. SHALL PROVIDE CONDUIT FOR LINE AND LOW VOLTAGE WIRING, LINE VOLTAGE WIRING SWITCHES, AND FINAL CONNECTIONS. M.C. SHALL PROVIDE 24V CONTROL WIRING AND FINAL CONNECTIONS. 5. ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED WITH ADEQUATE ROOM FOR SERVICING, INCLUDING SUBSTITUTE EQUIPMENT NAMED IN THE SPECIFICATIONS. SUBMIT A1/44" SCALE DRAWING OF ALLEQUIPMENTSUBSTITUTEDFORAPPROVALPRIORTOINSTALLATION, INCLUDING, BUT NOT LIMINTED TO, STRUCTURAL AND ARCHITECTURAL IMPACT, CLEARANCE REQUIREMENTS AND UTILITY REQUIREMENTS. 6. FOR INSTALLATION OF RECHARGEABLE REFRIGERANT LINES FROM ICE MACHINE TO CONDENSER ON ROOF, SEE SCOPE OF WORK. NOT A PART OF THIS PLAN CHECK. 7. ALL SUPPLY / RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED. 8. ALL SUPPLY / RETURN DUCTS SHALL BE RIGID, WITH THE EXCEPTION OF THE LAST 14-0 ", WHICH MAY BE FLEX. 9. ALL BRANCH DUCTS FEEDING INDIVIDUAL DIFFUSERS SHALL HAVE DAMPERS AT TAKEOFFS FOR AIR BALANCING. PROVIDE ACCESS PANELS TO DAMPERS. SEE 8 /M4.0. 10. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10' -0" FROM EXHAUST FANS AND / OR VENTS. 11. FINAL HVAC SYSTEM TESTING AND BALANCING SHALL BE PERFORMED BY INDEPENDENT AGENT CONTRACTED DIRECTLY BY THE OWNER. A RE -TEST IS MANDATORY FOR A FALSE START (I.E. NO POWER UPON AGENTS ARRIVAL, EQUIPMENT NOT WIRED, ETC.) AND SHALL BE A COST INCURRED BY THE G.C. IN THE EVENT A SYSTEM / STORE RECEIVES A GRADE OF 5 OR BELOW AS A RESULT OF THE HVAC SYSTEM PERFORMANCE OR OPERATIONAL DEFICIENCIES, OWNER WILL REQUEST A RE -TEST AND THE COST FOR SAME SHALL BE ALSO INCURRED BY THE GENERAL CONTRACTOR. GENERAL NOTES 10 SYMBOL & ABBREV. DESCRIPTION 1 SA/SUP SUPPLY AIR (RISE /DROP) it RA/RET RETURN AIR DUCT (RISE /DROP) EA/EXH CD /SR EXHAUST AIR DUCT (RISE /DROP) CEILING DIFFUSER /SUPPLY REGISTER ARROWHEAD REPRESENTS NUMBER OF THROW) RR /RG RETURN REGISTER /GRILLE ER /EG EXHAUST REGISTER /GRILLE T TS RECTANGULAR DUCT ELBOW WITH TURNING VANES FC FLEXIBLE CONNECTION MVD MANUAL VOLUME DAMPER FD FIRE DAMPER L) DUCT LINING (1" THICK UNLESS OTHERWISE NOTED) SINGLE LINE DUCT BRANCH TAKEOFF DUCT TRANSITION (RECTANGULAR TO ROUND) FLEX FLEXIBLE DUCT (14' -0 MAXIMUM) T -STAT PROGRAMMABLE THERMOSTAT, PROVIDED WITH TRANE PACKAGE. THERMOSTAT SENSOR (REMOTE), PROIVDED WITH TRANE PACKAGE. D - D CONDENSATE DRAIN 0 DIA. DIAMETER DL DL DOOR LOUVER UC UC DOOR UNDERCUT (3/4" MINIMUM) MECHANICAL EQUIPMENT DESIGNATION SYMBOL & ABBREV. DESCRIPTION A/C , AC AIR CONDITIONING BDD BACK DRAFT DAMPER CB CIRCUIT BREAKER CLG. CEILING CONN. CONNECT /CONNECTION CONT. CONTINUATION CONT'R CONTRACTOR CFM CUBIC FEET PER MINUTE DET. DETAIL DISC. DISCONNECT DTR DOWN THRU ROOF EF EXHAUST FAN E) EXISTING GA. GAGE /GAUGE GC GENERAL CONTRACTOR HVAC HEATING, VENTILATING, AND AIR CONDITIONING MFR. MANUFACTURER MECH. MECHANICAL N) NEW OA/OSA OUTSIDE AIR OBD OPPOSED BLADE DAMPER S/S STAINLESS STEEL TYP. TYPICAL UON UNLESS OTHERWISE NOTED UTR UP THRU ROOF MECHANICAL SYMBOLS 12 SCHEDULE NOTES: 1. LISTED CAPACITY IS GROSS COOLING CAPACITY AT 83T DB /67 °F WB EAT AND 101 °F AMBIENT. OUTDOOR DESIGN CONDITION, SUMMER 2. UNIT IS EXISTING TO REMAIN. PROVIDE NEW CO2 SENSOR IN SPACE SERVED. SEE PLAN ON M2.0 FOR LOCATION. 3. UNIT IS EXISTING TO REMAIN AND NOT A PART OF THIS SCOPE OF WORK. 01 °F DB & 70 °F WB, WINTER: 32 °F. HVAC UNIT SCHEDULE xx-xxx) MARK CFM SP RPM HP ELECT ACCESSORIES 00) 0 zwwmmU j wm 2 0 MANUFACTURER AND MODEL NUMBER REMARKS EF -1 150 0.5 1100 173W 120/1 X X X COOK GC -420 SEE NOTES 1, 2 & 3 EF -2 150 0.5 1100 173W 120/1 X X X COOK GC -420 SEE NOTES 1, 2 & 3 REMARKS: 1. PROVIDE PRE -WIRED SOLID STATE SPEED CONTROLLER 2. BACKDRAFT DAMPER 3. HANGING ISOLATOR KIT 1 SUPPLY AND EXHAUST FAN SCHEDULE 2 AREA SERVED FAN DATA COOLING CAPACITY HEATING CAPACITY UNIT ELECT DATA MAX UNIT WEIGHT LBS) MANUFACTURER AND MODEL NUMBER REMARKS SUPPLY CFM MIN O.A. CFM ESP HP BHP RPM NOM TONS MIN CAP MBH) TOT /SEN MIN EER INPUT STAGE MBH) OUTPUT MBH) PHASESTAGES) AFUE VOLTS/ PH MCA MOCP XXX -X MARK EXIST.) RTU -1 DINING 3400 552 0.8 2 1.56 854 8,5 930 830 X 125.0 102.5 2 81 208/3 38.2 45 24x24 48HJD1008 SEE NOTES 1 & 2 EXIST.) RTU -2 KITCHEN 3000 1200 2 7.5 160.0 130.0 1 208/3 37.7 45 ICP GPF090 SEE NOTES 1 & 3 A/C , AC AIR CONDITIONING BDD BACK DRAFT DAMPER CB CIRCUIT BREAKER CLG. CEILING CONN. CONNECT /CONNECTION CONT. CONTINUATION CONT'R CONTRACTOR CFM CUBIC FEET PER MINUTE DET. DETAIL DISC. DISCONNECT DTR DOWN THRU ROOF EF EXHAUST FAN E) EXISTING GA. GAGE /GAUGE GC GENERAL CONTRACTOR HVAC HEATING, VENTILATING, AND AIR CONDITIONING MFR. MANUFACTURER MECH. MECHANICAL N) NEW OA/OSA OUTSIDE AIR OBD OPPOSED BLADE DAMPER S/S STAINLESS STEEL TYP. TYPICAL UON UNLESS OTHERWISE NOTED UTR UP THRU ROOF MECHANICAL SYMBOLS 12 SCHEDULE NOTES: 1. LISTED CAPACITY IS GROSS COOLING CAPACITY AT 83T DB /67 °F WB EAT AND 101 °F AMBIENT. OUTDOOR DESIGN CONDITION, SUMMER 2. UNIT IS EXISTING TO REMAIN. PROVIDE NEW CO2 SENSOR IN SPACE SERVED. SEE PLAN ON M2.0 FOR LOCATION. 3. UNIT IS EXISTING TO REMAIN AND NOT A PART OF THIS SCOPE OF WORK. 01 °F DB & 70 °F WB, WINTER: 32 °F. HVAC UNIT SCHEDULE xx-xxx) MARK CFM SP RPM HP ELECT ACCESSORIES 00) 0 zwwmmU j wm 2 0 MANUFACTURER AND MODEL NUMBER REMARKS EF -1 150 0.5 1100 173W 120/1 X X X COOK GC -420 SEE NOTES 1, 2 & 3 EF -2 150 0.5 1100 173W 120/1 X X X COOK GC -420 SEE NOTES 1, 2 & 3 REMARKS: 1. PROVIDE PRE -WIRED SOLID STATE SPEED CONTROLLER 2. BACKDRAFT DAMPER 3. HANGING ISOLATOR KIT 1 SUPPLY AND EXHAUST FAN SCHEDULE 2 NOT USED 8 NOT USED II Mil II.ATAII &A lIC. CONSULTING ENGINEERS 12016 Telegraph Road, Suite 205 Santa Fe Spring, California 10610 Tel: (567)111 -8050 Fax: 1562)1714933 0 e1 A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B MECHANICAL SCHEDULES AND NOTES M1.1 PLOT DATE: 08.22.08 z O NECK SIZE DIFFUSER FACE OR CEILING GRID SIZE TYPE NO.) & AIR CFM RANGE MOUNTING DUTY MATERIAL MANUFACTURER MODEL NUMBER REMARKSLUCO LL o w CO C7 o J c7 a z00 wm co w z g Ja STEEL MARK S -1 1 15x15 24x24 X 1)2W0 0 -500 X X X METAL -AIRE / TITUS 5000 -6 / TDC-M FRN SQR TO RND ADAPTER. SEE NOTE 3 S -2 6 18x18 24x24 X 1)4W,(3)3W 1)1 500 -1000 X X X METAL -AIRE / TITUS 5000 -6 / TDC-M FRN SQR TO RND ADAPTER R -1 2 22x22 24x24 X 2O 0 -2000 X X X METAL -AIRE / TITUS CC5 -FB -TB / 50FF FULLY REMOVABLE FACE. SEE NOTE 3. NOTES: SURFACE RETURN MOUNTED WITH INSULATED DIFFUSERS CEILINGS TOPS. LOCATED IN SHALL DINING BE PROVIDED WITH OPPOSED BLADE DAMPERS. SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES. ROOM SUSPENDED CEILING SHALL BE FACTORY FINISH BLACK. 1. DIFFUSERS IN 2. FURNISH DIFFUSERS 3. SUPPLY AND AIR DEVICE SCHEDULE 3 NOT USED 8 NOT USED II Mil II.ATAII &A lIC. CONSULTING ENGINEERS 12016 Telegraph Road, Suite 205 Santa Fe Spring, California 10610 Tel: (567)111 -8050 Fax: 1562)1714933 0 e1 A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B MECHANICAL SCHEDULES AND NOTES M1.1 PLOT DATE: 08.22.08 HATCH DENOTES KITCHEN AIR DISTRIBUTION IN THIS AREA IS EXISTING TO REMAIN AND NOT PART OF THIS SCOPE OF WORK. III II 1 II 1 I ! - 2 I- L 2 2 I dr = G= Er == 1 I II I II 111 I II II I III II III I II II I III II III II 11 I III II III II 11 II I H II I II `1 11 1 II II 1I II I II II 1 1I II II II I II I1 11 II II LiLJI_ILL11.21L_L1 444H-4-1-L“. - 4 --IL#t- 1 1 11 1 11 I 11 2 1 2 2 MECHANICAL PLAN 1/4 " =1' -0' NOT USED D NOT USED C EXISTING S.A. & R.A. DUCTS FROM EXISTING AC UNIT ON ROOF. NEW 8'0 EXHAUST DUCT UP TO VENT CAP ON ROOF. SEE DETAIL 8 ON DRAWING M3.0 FOR SUPPLY AIR TAKE -OFF TO CEILING DIFFUSERS. RETURN OR EXHAUST AIR TAKE -OFFS SHALL BE SIMILAR. EXISTING TYPE -I HOOD, FAN, DUCTWORK AND MAKE -UP AIR TO REMAIN. EXISTING ROOF ACCESS HATCH AND LADDER, PROVIDE NEW CO2 ROOM SENSOR FOR EXISTING RTU -1. MOUNT ON WALL AT 60" ABOVE FINISHED FLOOR. KEY NOTES A B EMS IP.AVAIItaut CONSULTING ENGINEERS 12016 Telegraph Road, Suite 205 Santa Fe 5prings, California 90610 Tel: (562) TI7,6050 Fax: (562) W-O' 33 A DATE A A A A 0 0 A A DESCRIPTION CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B MECHANICAL PLAN M2.0 PLOT DATE: 08.22.08 A FLOW NOT USED NOT USED NOT USED TURNING VANES A B 90° ELBOW 45° ELBOW SIMILAR 3/4 D RETURN AIR BRANCH FITTING 15° OR LESS AIR TRANSFORMATION THREE TURNING VANES NO THROAT RADIUS B 17 18 19 X TURNING VANE SUPPLY OR RETURN WYE RECTANGULAR DUCT) NOT USED NOT USED NOT USED AIR 15° OR LESS IZ FLOW EXPANSION SHORT RADIUS D FULL RADIUS 2/3D x CONTRACTION FULL RADIUS ELBOW TAKE -OFF TURNING VANES 13 14 15 90° ELBOW TAKE -OFF USE ONLY IN AREAS WHERE SPACE IS LIMITED TYPICAL DUCTWORK DETAILS N.T.S. 16 RETURN AIR DUCT SENSOR STANDOFF BRACKET SEAL DUCT PENETRATION AIR TIGHT TO THERMOSTAT REMOTE HUMIDITY SENSOR CEILING REMOVABLE RETURN GRILLE REMOTE HUMIDITY SENSOR 3/8' = r -o" NOT USED 9 10 NOT USED 5 NOT USED SUPPLY EXHAUST RETURN NOTE: L =4" MIN. OR 1/4 OF ''W'' 45° J TOP CONNECTION LOW VELOCITY DUCT O NOTE: MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT RUNOUTS TO SUPPLY DIFFUSERS = 14-0 ". FLEX DUCT IS NOT ALLOWED ON EXPOSED DUCTWORK. I 1 GASKET 45° ENTRY CLINCHED COLLAR TRANSITION TO ROUND SEE PLANS FOR SIZE (WHERE OCCURS) BRANCH DUCT - RECTANGULAR OR ROUND BUTTERFLY DAMPER WITH ARM & LOCKING QUADRANT (TYPICAL) INSULATED FLEX DUCT - PROVIDE SHORT RADIUS RIGID METAL ELBOW WHERE 18" R. FLEX ELBOW CANNOT BE MAINTAINED STRAPHANGER NYLON STRAP FASTENER (TYP) 1 1/2' DUCT WRAP INSULATION SIDE CONNECTION CEILING DIFFUSER CONNECTIONS 3/8° =1 -0" 8 NOT USED BUGSCREEN GOOSENECK 1 SOLDER DRIP SHIELD ALL AROUND. SOLDER 1" COLLAR ALL AROUND FASTEN COUNTERFLASHING TO CURB WOOD NAILER WITH SCREWS, 6'10 C SMOKE HATCH CURB ROOF CONSTRUCTION NOTE: ALL COUNTERFLASHING DRIP SHIELD AND EXPOSED DUCTWORK SHALL BE 18 GA. GALVANIZED SHEETMETAL ALL SOLDERED AIR -TIGHT CONSTRUCTION. GOOSENECK FOR EF -1 & EF -2 N.T.S. NOT USED 2 NOT USED 3 4 II.ATAItsAttUC. CONSULTING ENGINEERS 12016 Telegraph Road, Suite 205 Santo Fe Springs, California 9O6TO Tel: (562)711-X50 Fax: (562) 7fl-0433 AA DATE A A A A A A A A DESCRIPTION CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B MECHANICAL DETAILS M3.0 PLOT DATE: 08.22.08 FACE OF SINK 1/2' SWEAT/ 3/8" COMPRESSION 1/2' COPPER LINE FROM MIXING VALVE ABOVE 1/2" COPPER LINE TO SINK WALL 1/2" WALL STRAP 1/2 SWEAT ELBOW SINGLE FOOT PEDAL 1/4" X 3" TAPCON HEX HEAD SCREW 1/2" SWAT W/ 1/2" MALE ADAPTER o 2 FOOT PEDAL N.T s. H 2X4 WALL LAVATORY FLOOR MOUNT UPRIGHT SUPPORT WITH CONCEALED CARRIER ARMS BY ZURN ( #1231 OR EQUIVALENT). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FINISH FLOOR LAVATORY SUPPORT N.T.S. G U I 1 1 0 IIIII nllllull1111!IIIIIIIIIIIIIIIIII 111111 lllllllllllaIIIIOIII 11 v k 1 1 L- I 0 II II II F a_ Ijatad PII I-4 N ei EI ors au TrIMB 1 CEEB 4) i i //y//////47 A rim GBIED 0 ra PLUMBING PLAN 1/4' =t -a' 1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. 2. ALL VALVES, SHOCK ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 3. PRIOR TO COMMENCING WORK ON THIS PROJECT, CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD BEFORE STARTING WORK. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. 4. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR TO REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. 5. COMPLY WITH ALL LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, RULES AND REGULATIONS 2007 CPC). 6. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE & LOCAL ORDINANCES & REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ALL PLUMBING WORK & MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE LOCAL PLUMBING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPARTMENT OF BUILDING & SAFETY. OBTAIN & PAY FOR ALL PERMITS, FEES & INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. ALL PIPING TO BE CONCEALED UNLESS NOTED OTHERWISE. 7. THE EQUIPMENT ROUGH -INS AS SHOWN ARE BASED UPON AVAILABLE INFORMATION. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN, THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE CONTRACTOR. 8. INSTALL SHUTOFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR APPLIANCE. ALL EXPOSED WATER AND WASTE LINES SHALL BE CHROME PLATED. 9. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. GENERAL NOTES ITEM FIXTURE SOIL OR WASTE VENT COLD WATER HOT WATER TEMP'D WATER WASTE FU WATER FU DESCRIPTION MANUFACTURER / MODEL NUMBER WATER CLOSET 4" 2" 1/2" AP 4 2 WHITE VITREOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK (PRESSURE ASSISTED) TYPE, ELONGATED BOWL, ADA COMPLIANT, 1.6 GPF, WITH OPEN FRONT SEAT LESS COVER, OLSENITE #95 OR EQUIVALENT. FLUSHOMETER TANK: SLOAN FLLUSHMATE OR EQUAL. PROVIDE TANK COVER LOCKS. FLUSH VALVES SHALL BE RIGHT HAND OR LEFT HAND AS REQUIRED TO CORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL. VERIFY FLUSH SIDE REQUIREMENTS AM. STD, "CADET" / MODEL: 3109.016/4098.800 an CRANE "ECONMISER" / MODEL: 3H839 OUTSIDE COLD WATER / CW STUB LAVATORY 2" 1 -1/2" SANITARY DRAINAGE 1/2" 1 1 WHITE VITREOUS CHINA, WALL HUNG, WITH CONCEALED ARMS SUPPORT, 4" CENTERS, WITH Y OWNER-INSTALLED BY .C. SINGLE LEVER TYPE FAUCET, ADA COMPLIANT. FAUCET: FURNISHED SEE E /P1.0 FOR LAV SUPPORT DETAIL, A.S. COMRADE/ MODEL: 0124.131 CRANE "HARWICH" / MODEL: 1412Van x HAND SINK 2" 1.1/2° 1/2" 2 1.5 S -1: STAINLESS STEEL HAND SINK, WALL HUNG, INCLUDES A 6" GOOSENECK STAINLESS. FAUCET W /FOOT VALVE PER DETAIL F /P1.0. 00 SAN. VENT INSIDEWATER HEATER 1 -1/4" 1 -1/4" GAS FIRED WATER HEATER, 98.5% THERMAL EFF., 199,000 BTUH INPUT, 100 GAL. STORAGE TANK, 239 GPH @ 100 DEG. RISE REC. RATE, 3" PVC FLUE & AIR INTAKE, ASME RTD TEMP. PRESS. REL. VALVE, ELECTRONIC IGNITION SYSTEM , ELETRONIC CONTROLS AND INTEGRAL DIAGNOSTICS . PROVIDE CONCENTRIC VENT TERMINATION KIT #KGAVT0601CVT. BRADFORD WHITE / EF- 100T- 199E -3N(A) an INSIDE FLOOR SINK 4" 2 3 OUTSIDE PVC 12" SQUARE FLOOR SINK, 8" DEEP, WITH ALUMINUM OR PVC DOME STRAINER AND LOOSE SET PVC SLOTTED TOP GRATE. JOSAM / MODEL: JPFS4 -PVC ZURN / MODEL FD- 2370- PV4 -DS -Fen PLUMBING FIXTURE SCHEDULE F SERVICE MATERIAL COPPERTYPE " M" COPPERTYPE " L" COPPERTYPE " K" ABS BLACKSTEEL GALVANIZED STEEL CASTIRONSOIL PIPE & FITTINGS VITRIFIEDCLAY ZO ii 12 0 WATER INSIDE AFF AP ACCESS PANEL CI CAST IRON S/S OUTSIDE COLD WATER / CW STUB HW HOT WATER / HW STUB SANITARY DRAINAGE INSIDE V SANITARY VENT x FLOOR SINK OUTSIDE SAN. VENT INSIDE GAS INSIDE OUTSIDE NOTE: ALL WASTE PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE OR RECEIVE PRIOR APPROVAL OF THE ENGINEER. PIPE MATERIAL SCHEDULE D E A REMOVE (E) W., V. & CW IN WALL TO ABV. CLG. & BEL, FLR., CAP AS REQUIRED. CONNECT 4" W. TO (E) W. BEL. FLR., 2" V. & 1/2" CW. TO (E) V. & CW. ABV. CLG. FIELD VERIFY EXACT SIZE, DEPTH & LOCATION. REMOVE (E) W., V. & CW IN WALL TO ABV. CLG. & BEL. FLR., CAP AS REQUIRED. CONNECT 2" W. TO (E) W. BEL. FLR., 1 -1/2" V., 1/2" TW. TO (E) V. & TW. ABV. CLG. FIELD VERIFY EXACT SIZE, DEPTH & LOCATION. CONNECT 4" GW TO (E) GW, BEL. FLR. & 2" V. TO (E) V. ABV. CLG. HELD VERIFY EXACT SIZE, DEPTH & LOCATION. CONNECT 2" W TO (E) W. BEL. FLR., & 1 -1/2" V. & 1/2" TW TO (E) V. & TW ABV. CLG., FIELD VERIFY EXACT SIZE, DEPTH & LOCATION. RECONNECT (E) H, CW, & GAS LINES TO WH -1. 6 ) REMOVE (E) FLOOR SINK & CONNECT 4" GW TO (E) GW. BEL. FLR., FIELD VERIFY EXACT SIZE, DEPTH & LOCATION. KEY NOTES B SYMBOL ABBREV DESCRIPTION PLUMBING EQUIPMENT DESIGNATION DESIGNATED NUMBER AFF ABOVE FINISHED FLOOR AP ACCESS PANEL CI CAST IRON S/S STAINLESS STEEL CW COLD WATER / CW STUB HW HOT WATER / HW STUB SS SANITARY SEWER V SANITARY VENT x FS FLOOR SINK PLUMBING LEGEND C Si MI IlIUR&ASSOC CONSULTING ENGINEERS 12016 Telegraph Road, Suite 205 Santa Fe Sprk9, California 90610 Tel: (567) m-to5o Fax (562,1711-0135 A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 07.01.07 M2B Aug08 296470 2623 TACO BELL 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B PLUMBING PLAN P1.0 PLOT DATE: 08.22.08 GENERAL STRUCTURAL: WHERE REVERE LD IS MADE TO VARIOUS TEST STANDARDS FOR MATERIAL. S, SUCI I STANDARD); ,HALE L BE THE LATEST EDITION AND /OR ADDENDA. CONSTRUCTION MATERIALS SHAL L BE SPREAD GUI IL PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD (PER SQUARE FOOT) SHOWN BELOW. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL. NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON TIIE PROJECT AND GOVERNING BUILDING CODES. BUILDING CODE : THESE PLANS WERE PREPARED UNDER THE 2007 CRC AND SHAH COMPLY WITH OR EXCEED THE REQUIRE MINTS OF 1HE CODE AND 11, AMT NDMLNTS. CONVENTIONAL FOUNDATION : THE MINIMUM DEPTH DE FOOTING BELOW THE UNDISTURBED GROUND SURFACE SHALL BE 12" SOIL DATA : (ASSUMED) 5010_ BEARING CAPACITY_. 1500 psf SOIL TYRE Sd GRAVITY LOAD DATA : ROOF LIVE LOAD 20 psf ROOF DEAD 1_CAD 28 psf 9 psfFHYCKWALLL -)A2, F <J. RIOR `NAIL DEAD :AD 9 psf WIND DATA : BASIC WIND SPEED 85 MPH EXPC'AuP.- C SEISMIC DATA : SEISMIC DESIGN A.TEGCFz: G OCCUPANCY CATEGORY ]I SMs= ' =oxSs) 1_94g SL, CERSO) = 1_1Dg Ss= 1.949 F 1 .0 S, = 0.73g F• = 1 .5 R 4.5 Sus= (2 /3)xSvs= Sol = (2 /3)xSrMI= 0.73 V= 0 7 x Cs x W= 0-71 W CONCRETE: SHALL MEET ALL THE RECUIREMEM5 OF A.C.I. 318- 2005 FOUNDATIONS SUPPORTN. WOOD SHAH. EXTEND TO AT LLASI 8" ABOVE ADJACENT I - NISL -II GRADE CONFER I MIX DESIGN TO BE BASED ON VALUES SHOWN BELOW. MINIMUM 28 DAY CONCRETE CC.1PRESSVE STRENGTH AS FOLLOWS: SLAB ON GRADE: 2500 DR! FOUNDATIONS: _ 2500 us! EXTERIOR CONC. SLAPS/ FEN. WALL: 2500 psl ALL PROCEDURES, PLACEMENT, !FORMWORK, LAP FTC. 7) CONFORM W/ 2005 A OH _ S AIVDAIRIS FILL HALT AAA _LY V1LLRA IL ALL CONCRETE WHEN PACED, EXCEPT THE SLAVS ON CRADE NEED BE VIBRATED ONL'1 AROUND UNDER FLOOR DUCTS, ETC. MAXIMUM SLUMP 4-1/2" . AL CONCRETE 'SLABS ON GRADE SHALL BE BOUNDED BY CONSTRUCTION JOP1TS (KEYED OR SAW CUT) SUCH THAT THE ENCLOSED A LA DOES NOT EXCEED 144 SQUARE FEET. KT CONSTRUCTION JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING (COLD JOIN`S). ALL OTHER JOINTS MAY BE SAW -CUT OR MAY USE 71P STRIPS" GENERAL STRUCTURAL NOTES PROJECT TACO BELL IN LAKE ELSINORE 31712 MISSION TRAIL, LAKE ELSINORE, CA 92560 WOOD SPECIFICATION : MINIMUM GRADES AND DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING, U.N.O. ON PLAN WALL STUDS RIM JOISTS (DIMENSIONAL) RIM JOISTS (MANUFACTURED) TOP PLATES PLATES & SILLS BEAMS /POST /CRAFTERS ALL OTHER STRUCTURAL FRAMING STUD GRADE STUDS UP TO 10' -0" IL, #2 D.E.L. OVER 10' -0" TALL 2x- # 2 D.F.E. SAME DEPTH AS FLOOR JOIST 1 3/4" SAM' DEPTH AS FLOOR JOIST 2 D.E.L. STUD GRADE 2x 4x 6x 2x__ 4x_ 6x FRAMING FRAMING FRAMING FRAMING FRAMING FRAMING D.F.L. D.F.I. D.F.L. D.F.L. D.F.L. D.F.I STRUCTUR.AL PLYWOOD APA RATED SHEATHING 2. ALL BEAMS SHALL HAVE THE FOLLOWING MIN. DESIGN STRENGTHS. PSL BEAMS ICBO NO. ESP 1387) WEYERHAEUSER) DOUGLAS FIR 2.0E FL; - 2900 PSI Fc Fc Fv perp. = 650 P51 parallel = 1600 PSI 290 PSI 2.0x106 PSI 3. PROVIDE SOLID BLOCKING BETWEEN RAFTERS OR JOIST AT ALT SUPPORTS. HOLES FOR BOLTS IN WOOD SHALL BE BORED OF THE SAML NOMINAL. DIAMETER AS THE BOLT 4. 1/16 ". LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NCT DRIVEN INT0 PLACE. ALL BOLTS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NU l5 WHICH BEAR ON WOOD. APPLIES ALSO TO INSERTED EXPANDING FASTENERS, RED HEADS, FIG.. BOLT DIAMETER STEEL WASHER 5/8" 3" x 3° x 1/4" 3/4" 3" x 3" x 5/16" 7/8" 3 1/2" x 3 1/2" x 3/8" 3 3/4" x 3 3/4" x 3/8" 4119 BOLT AND LAG SCREWS SHALL BE 0GHILNLD AI THE T OF ONSTALIATION AND RE-TIGHTENED BEFORE CLOSING IN 00 AT COMPLETION OF JOB. FRAME CONSTRUCTION : 1. THE LATERAL LOAD RESISTANCE SYSTEM OF THIS BUILDING RFI IFS ON ROOF SHEATHING, FLOOR SHEATHING , AND EXTERIOR SHEATHING AS IDENTIFIED ON THE SHEAR WALL PLAN. IT IS SOLELY THE RESPONSIBILITY OF THE FRAMING CONTRACTOR TO PROVIDE ADEOUATE TEMPORARY LATERAL BRACING. THE TEMPORARY BRACING SHALL BF MAINTAINED UNTIL THE PERMANENT LATERAL LOAD RESISIANCL SYSTEM IS FULLY INSTALLED AND FASTENED AS SCHEDULED. 2. WALL STUDS SHALL BF 2x4's /2x6's SPACED 16" 0.0 TYPICAL EXCEPT THAT INTERIOR NON -SHEAR AND NON - BEARING STUDS MAY BE SPACED 24" 0.C. ALL WINDOW OR SIMILAR OPENINGS 6' -0" OR WIDER TO LEAVE DOUBLE 2 x 4 SILL PLATES. 4. SUHSII1UTIONS FOR SIMPSON STRONG TIC CO. INC'S PROIIUCIS MUST BE PRE - APPROVED IN WRI1ING 13Y THE ENGINEER. 5. OVERLAP TOP PLATES AT ALL CORNER CONDITIONS. 6. WHEN PLANS CALL FOR 4x OR 6x PESTS THESE ARE INTENDED TO BE SOLID MEMBERS, NOT MULTI STUD POSTS. 7. ALL SPECIFIED 4x6 OR LARGER POSTS MUST BF BA1100N FRAMED FROM BEAM OR GIRDER TO TI IF CONCRETE FGONDA]ION. PLATFORM FRAMING OF THESE POSTS IS PROHIBITED - THESE POSTS WILL BEAR DIRECTLY ON CONCRETE AND NOT ON PLATES. 'RLAT BOTTOM 1" OF POST FOR MOISTURE RESISTANCE. 8. ALL "SIMPSON" HANGERS & STRAPS SHALL BE INSTALLED PER MANUFACIURLRS INSTRUCTIONS & IN COMPLIANCE WITH 1050 # AS APPLICABLE. 9. ALL BEARING WALLS SHALL HAVE DOUBLE 10P PLATES. 10. PLYWOOD DIAPHRAGM : PRODUCT STANDARD PS 1 LATEST EDITION, DOUGLAS FIR- LARCH, STRUCTURAL -1 (00 CDX) 11. WOOD FRAMING MEMBERS : GRADE AND SPECIES OF ALL LUMBER, "MUST BL GRADE MARKED" 12. LAG BOLTS : PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. FOR SMOOTH SHANK PORTION. 13. ALL BOLT HOLES SHALL BE DRILLED 8.1.2.1, '2005' NDS) 1 /32" TO 1/16" OVERSIZED. REINFORCING STEEL : ASTM A615 (EY = 60,000 PSI) DLFORMLD BARS FOR ALL BAPS. LATEST ACI CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND' PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER' a) #6 AND MORE 5) #5 AND SIMILAR SLABS (IN IERIOR) ALL OTHER PER ACI 318-2005 - UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE SHALL RF 48 HAP DIAMETERS MINIMUM. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE I AP LENGTH. PROVIDE BENT CORNER BARS TO MATCH AND I AP WITH HORIZONTAL BARS AT CORNERS AND IN RUE BONS OF FOOTINGS AND WALLS. TY?.CAL RLINECRCING BAR SPACINGS GIVEN ARE MAXIMUM ON VERTICAL REINFORCING 10 I OUNDAIIUN. SFCURELY TIE ALL BAPS IN LOCATION BEFORE PLACING CONCRETE. LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2 ". 1 /p„ 3/4" FASTENING SCHEDULE : [ PEA ER. 21 TAPC0 2304.921 CONNECTION JOIST TO 511.1 OR GIRDER BRIDGING TO 901SI FASTENING 1 "x6" SOBFLCOR OR LESS TO EACH JOIST WIDER THAN 1" x 6" 3'U0FLOOR TO LACE JOIST 2" SURF L00R TO JOIST OR C RLIER SOLE PLATE TO JOIST 00 BLOCKING SOLE PLATE TO JOIST 00 BLOCKING @ BRACED WAIL. PANEL 10P PLATE 10 STIT 0 STUD TO SOLE_ PLATE DOUBLE STUDS DOUBLE TOP PLATES DOUBLE TOP PLATES 3 -8d COMMON 2 • 8d COMMON (2 "I 2 8d COMMON 8d COMMID5 '` LOCATION TOENAIL TOENAIL EACH END FACE NAII- E NAIL 2 i 01 COMMON 1 .. 16d © 16" O.C.. 3 " -16d(3 162%0.1 35") 169 COMMON I 4 -8a COMMON 154 0066995 B IN- & FACE NAIL u TYP'.CAL FACE NAIL BRACED WA .I. PANFI END NAIL a 0= '4 BLOCKING BETWEEN JOISTS CR RAFTERS TO 100 PLATE 10d © 6` 0.0. 8 -- 1 89 C M\TJN 3 -89 COMMON RIM JOIST TO TOP PLATE TOP PI ATES, 1 APS AND INTERSECTION CONTINUOUS HEADER, TWO PIECES 8d @ 6° 0.0. TOENA1L D NA! L TYPICAL FACE NAIL 500 SPLICE 106b1/\!I 169 COMMON CEILING JOIST TO PLATE CONTINUOUS READER TO 5 N CEILING 90151S, LAPS OVER PARTITION'S CEILING JOISTS TO PARALLEL R4E LRS RAFTER TO PLATE, TOE -NAL 159 COMMON 3 ....9 COMMON FACE NAT! 15" 0.C. ALON0 DOE 147 NAIL 4-8d COMMON 1" DIAGONAI BRACE TO EACH sTUD AN: P 169 COMMON 10169 COMMON 89 COMMON TO TLA!L PAC NAIL AC= NAIL 8d COMMON 1"x8" SHEATHING TO EACH BEARING WIDER THAN 1"x8" BUILT -UP CORNER 3-86 COMMON SHEATHING 10 EACH FLARING 3 -89 STUDS TOENAIL ALL ^BALI FACE NAIL BUILT -UP 010050 AND BEAMS 00 MC ILL 69 COMMON 709 0.0. ACE vA.1. 2 -209 COMMIT 2" PLANKS COLLAR TIE 10 RAFTER JACK RAFTER TO HIP ROOF RAFTER TO 2 -BY RIDGE BEAM JOIST !0 BAND JOIST LEDGER STRIP od COMMON 3 -106 COMMON FACE 5;A :1_ @ TOP & BOTTOM STAGGERED 00 0000511E SIDES FACE NAIL @ ENDS ti 19 LA.0 H SRI ICE. N LAC! UL13IN0 3 -104 COMMON 109 011. MIN.] 169 00511,10LN 2 15:; COMMON 16d l0 600 169 COMM05 PAC- NAIL TOENAIL FACE 1AL TOENAIL 1 FAD VANE FACE FACE NAT''. PLYWOOD SPECIFICATION : ALL STRUCTURAL L rAQ :3„ LL E NOTED OTHERWISE AHD YELL ;pM T' REGISTERED STAMP 3 EH.A .-_ UNLESS RE • STRUCTURAL DRAWING INDEX : SHEET No. TITLE 50.0 S0.1 51.1 02.1 SD 1 S0 -2 30 -3 HFX1, HF X7 E LETA _ LIST DATE w 1 PC AD CORRECTION W fB 2 PC o° CORRECTION oW 18010SKYPARKCIRCLE, STE255 IRVINE, CA92614 PHONE : (949) 756-9700 FAX : (949) 756 -9701 AW TACOBELLINLAKEELSINORE 31712MISSIONTRAIL, LAKEELSINORE, ADDITIONAL STRUCTURAL NOTES WORK REQUIRING SPECIAL INSPECTION AND STRUCTURAL OBSERVATION: IMPORTANT NOTE: THIS SIMPLIFIED SAMPLE SCHEDULE IS PRESENTED FOR EXAMPLE ONLY. IT DOES NOT INCLUDE ALL NECESSARYESSAPY INSPECTIONS AND TESTING REQUIRED BY THE IBC. THE USER OF THIS DOCUMENT MUST ADD THOSE TESTS INSPECTIONS, AND OBSERVATIONS THAT ARE APPLICABLE THE PROJECT TYPE OF INSPECTION STRUCT OBSERVCONTINUOUSPERIODIC SOILS TABLE 17047) 1m VERIFY MATERIALS BELOW FOOTINGS FOR DESIGN BEARING CAPACITY X GEO ENO b VERIFY DEPTH OF EXCAVATION AND TYPE OF MATERIALS REACHED X GEO ENG c VERIFY THE SUBGRADE AND SITE PREPARATIONS FOR CONTROLLED FILL X GEO ENG d VERIFY MATERIALS USED, DENSITIES, LAYERED THICKNESS AND COMPACTION OF SACKE!LES X Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. My conflict of interest must be disclosed to the Building Official, prior to commencing work. e PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS X PILE FOIJNDATIONS TABLE 170438) 2.0 VERIFY PILE SIZES, LENGTHS AND MATERIAL SPECIFCATIONS FOR EACH LOCATION X b PILE CAPACITY LOAD TESTING AND CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED X SCALE : NONE c OBSERVE AND MAINTAIN A COMPLETE SET OF RECORDS FOR EACH PILE INSTALLED. X JOB # : 0006090 SHEET S0.1 PIER FOUNDATIONS TABLE 1704.9) 3.0 MONITOR DRILLING OPERATIONS TO RECORD DRILLED LENGTHS, DIAMETERS AND BELL SIZE X b VERIFY LOCATIONS, PLUMBNESS & EMBEDMENT IN BEDROCK/ ADEQUATE END BEARING STRATA X c PERFORM ADDITIONAL INSPECTIONS FOR CONCRETE / MASONRY PIERS PER 1704.4 & 1704.5 STEEL TABLE 1704.3)' 0 VERIFY ID MARKINGS AND MILL CERTIFICATIONS ON STEEL MEMBERS PER APPROVED PLANS X b VERIFY MARKINGS / CERTIFICATIONS AND TOUGHNESS REQUIREMENTS OF FILLER MATERIALS X VERIFY MARKINGS AND CERTIFICATION OF HIGH STRENGTH BOLTS / NUTS & WASHERS X 0 INSPECT THE INSTALLATION .AND TESTING OF SLIP CRITICAL BOLTED CONNECTIONS X X XeINSPECTTHEINSTALLATIONOFNON -SLIP CRITICAL BOLTED CONNECTIONS f COMPLETE / PARTIAL PENETRATION GROOVE WELDS AND FILLET WELDS >5/16" X 0 SINGLE PASS FILLET WELDS <_5/16" , FLOOR AND ROOF DECK WELDS X h STRUCTURAL STEEL ERECTION - BRACING & STIFFENING / JOINT DETAILS AT EACH LOCATION X CONCRETE TABLE 1704,4) 5.0 VERIFY AND INSPECT REINFORCING STEM. / PRESTRESSING TENDON PLACEMENTS X VLRI4Y WLLDABILI-Y AND INSPECT REINFORCING STEEL WELDING (PER AWS D1.4) X INSPECT BOLT INSTALLATION / EMBEDMENTS, BEFORE AND DURING PLACEMENT OF CONCRETE X d VERIFY CONCRETE MIX DESGN AND MOLDING OF COMPRESSION TEST SAMPLES X e VERIFY THE SLUMP / AIR CONTENT AND TEMPERATURE OF FRESH CONCRETE DELIVERED X f INSPECT CONCRETE / SHOTCRETE PLACEMENT AND APPLICATION TECHNIQUES X Xg n MONITOR AND VERIFY THE APPLICATION OF PRESTRESSING FORCE TO INDIVIDUAL TENDONS INSPECT THE GROUTING, FOR BONDING 00 PRESTRESSED TENDONS. X ERIFY STRENGTH OF IN -SITU CONCRETE FOR POST TENSIONING / FORM & SUPPORT REMOVAL X VERIFY DIMENSIONS. SHAPE AND LOCATION OF CONCRETE MEMBER BEING FORMED X MABTNRY TABLE 1704,5) Sc . VERIFY / CONFIRM PREMIXED MORTAR, 0- OUT(PRESTRESSING GROUT FOR BONDED TENDONS) X h VERIFY SPECIEcAT ONS FOP SIZE/GRADE/ TYPE OF MASONRY UNIT & REINFORCEMENT DETAILS X c d VERIFY FOR COMPLIANCE ON PRESTRESSING TECHNIQUE & PERSONNEL QUALIFICATIONS X P:_ACEMENT OF MASONRY 'UNITS AND CONSTRUCTION 0= MASONRY JOINTS X e PLACEMENT OF REINFORCEMENTS, CONNECTORS, PRESTRESSING TENDONS & ANCHORAGES X f VERIFY CLEANOUTS, GROUT SPACE CLEARANCES, CLEANLINESS AND MORTAR PROJECTIONS. X 0 VERIFY WELDABILITY AND INSPECT REINFORCING STEEL WELDING (PER AWS D1.4) X h PREPAR'NG REQUIRED GROUT / MORTAR SPECIMENS AND /OR PRISMS FOR TESTING X INSPECT GROUT PLACEMENT (AND GROUTING OF PRESTRESSING BONDED TENDONS) X LIGHT FRAMED 1704.6 1707.3 & 1707.4 7a VERIFY LUMBER SPECIES, GRADING, SIZE, MOISTURE CONTENT, SURFACE TREATMENT, CAMBER AND STRUCTURAL PANEL SHEATHING X INSPECT CERTIFICATES AND METAL STUD IDENTIFICATION, SECTION PROPERTIES AND FINISH COATING X c VERIFY NAIL, STAPLE, SCREW, AND BOLT / FASTENER TYPE, GRADE AND LOCATION X VERIFY MATERIALS AND INSTALLAFi0N DETAILS FOR HOLD -DOWN, STRAP, TIE ROD, ANCHOR; AND PREFABRICATED) ENGINEERED SYSTEM / STRUCTURAL PANEL SHEATHING X IDENTIFY LATERAL SYSTEM AND LOAD PATH FOR LOCATION OF PLATES, SHEAR WALLS, DIAPHRAGMS, SQUASH BLOCKS, HOLD -DOWN AND STRAPPING BEAMS / COLUMNS X INSPECT AND VERIFY SEISMIC CONNECTIONS OE ITEM 7,e (ABOVE) FOR COMPLIANCE X 0 VERIFY STUD SPACING, BLOCKING, NAILING (HELD & EDGE); OPENING / PENETRATION TREATMENI AND BOUNDARY ATTACHMEN 1 CONDITIONS X SPRAYED -Oi i FIRE PROOFING 17044 8.0 VERIFY MATERIAL SPECIFICATION, THICKNESS AND DENSITY OF SPRAYED MATERIAL X b VERIFY COHESIVE / ADRESTVE BOND 5IRENGTH OF APPLICATION BY TESTING PER ASTM E 736. X SEISMIC RESISIANCL 1707.1 5.a INSTALLATION OF (CHEMICAL / EPDXY) ADHESIVE ANCHORS, RODS AND DOWELS X INSIALLADON AND TORQUE TESTING EXPANSION ANCHORS IN CONCRETE OR MASONRY X Statement of Special Inspections Project: TACO BELL IN LAKE ELSINORE Location: 31712 MISSION TRAIL, LAKE ELSINORE, CA 92560 Owner: RDP: This Statement of Special Inspections is submitted as a condition for perk issuance in accordance with the Special Inspection and Structural Testing requirements of the Bulding Code. Included in this document are: Schedule of Special Inspections applicable to this project: Schedule of the Testing Agencies and other special inspectors who will conduct the tests and inspections. Special Provisions for Seismic and Wind Resistance. Structural Observation Schedule The Schedule of Special Inspections summarizes the testing and special inspections required by the Building Code. Special Inspectors shall refer to the approved plans and specifications for detailed special inspection requirements. The project inspectors shall also perform any additional tests and inspections required by the ap proved plans and specifications and building code. The Special Inspectors and Testing Agencies shall keep records of all inspections and tests, and furnish reports to the Building Official and the Registered Design Professional in Responsible Charge (RDP). Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the RDP. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge : Interim Report Frequency: Or per attached schedule. A Final Report of Special inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. The Contractor is required to sign and submit a written Statement of Responsibility that complies with CBC Section 1706, to the Building Official , the RDP, and to the Owner prior to commencement of work subject to sp ecial inspection. Job site safety and means and methods of construction are solely the responsibility of the Contractor. The Special Inspection program does not relieve the Contractor of his or her responsibilities. The Owner recognizes his obligation to ensure that the construction complies with the approved pemf documents and to implement this program of special inspections. In partial fulfilment of these obligations the Owner will retain and directly pay for the Special Inspections as required in CB C Section 1704.1. Additionally, the owner shall designate a responsible individual or firm, acceptable to the RDP, to oversee and coordinate the implementation of the Special Inspection program. This individual shall monitor special inspection activities o n the job site to assure that the special inspectors are qualified and are performing their duties as called for in this Statement of Special Inspection. This plan has been developed with the understanding that the Building Official will perform inspections as required by the local building code and, in cooperation with the RDP , will: Review and approve the qualifications of the Special Inspectors who will perform the inspections. Review submitted inspection reports. Prepared by: u t Sq type or print name) Signaf Owner's Authorization: Signature Building Official's Acceptance: Date Signature Date Project: TACO BELL IN LAKE ELSINORE Location: 31712 MISSION TRAIL, LAKE ELSINORE, CA 92560 Schedule of Inspection and Testing Agencies This Statement of Spedal Inspections Includes the following building systems: Soils and Foundations • Spray Fire Resistant Material Cast -in -Place Concrete • Wood Construction Precast Concrete Exterior Insulation and Finish System Masonry • Mechanical & Electrical Systems Structural Steel • Architectural Systems Cold -Formed Steel Framing • Special Cases Approved Agencies Name of Individual and Firm Address, Telephone, e-mail Description of seismic force resisting system and designated seismic systems: 1. Special Inspection Coordinator Schedule of Inspections for special inspection & testing requirements for seismic r esistance Assurance for Wind Requirements Wind Speed (3 second gust) 85 MPH Category C 2. Inspector Description of wind force resisting system and designated wind resisting components: See the Schedule of Inspections for special inspection & testing requi rements for wind resistance Construction Observation Structural Observation Structural Observation of construction for Seismic and /or Wed Resistance is required when indicated in the Special Requirements for Seismic and Wind Section above. The structural Observer will, as a minimum, perform Structural Observation at the following Scheduled Intervals or Stages of Construction, and at the completion of the structural system. 3. Inspector Item 4. Testing Agency 18010SKYPARKCIRCLE, STE255 IRVINE, CA92614 PHONE : (949) 756-9700 FAX : (949) 756-97015. Testing Agency 6. Other : EPDXY CONN. Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. My conflict of interest must be disclosed to the Building Official, prior to commencing work. ABBREVIATION LIST : AT CENTER LINE DIAMETER OR ROUND NAIL PENNYWEIGHT POUND OR NUMBER PLATE AND CHANNEL ANGLE SQUARE E) EINESTING E.J. EXPANSION EMB EEMPE I'E'1T EA. FAC- ENG ENG EP EXP 'EXPANSION E.N. FIG FDOT':O F E FINISH TH ST, A5 ANCHOR BOLT FDN. FOUNDATION APCH ARCHITECTURAL FRMC FRAMING bi ALTERNATE F ABOVE BLOCK BLKC1 BLOCKING ERG BEARING B.N_ BOUNDARY NAILING C.J CEILING .101ST CDR. CLEAR CMU CONC. MASONRY UNIT COLUMN CONC CONCRETE LNT. CONTINUOUS LO. ON,3 N CONNECTION L. LOWER OLD GLU M B_'" CA NALCH HORIZ H'UT &ODNT..s I_ HDR HEADER I.M_Rr NTER. GIA E S`C RESISTING T FINIAL KP KING POST CENTER LINE GANT CANTR EVER T CERTIFIED CTR CENTER MAX MAX, M'JIv1 M . MACHINE BBC= MEP MAN.:,AE REP MIN. C=L DOUGLAS FIR LARCH MTL METAL LOCBLE MLR L' CRG LAM BE-. M AM =TER DRAWING DOWN NIT S NOT TO SCAsE N) X 0/ OVER 0.0. ON CENTER 0.H . OPPOSITE - ,_ O.M.RF. ORDINARY 1.10AJ_•,- c HEADED LIST Project: Location: Special Quality Seismic Seismic Structural TACO BELL IN LAKE ELSINORE 31712 MISSION TRAIL, LAKE ELSINORE, CA 92560 Provisions for Seismic & Wind Resistance Assurance for Seismic Resistance Design Category D Requirements are • Required Not Required Observation is Required Not Required Description of seismic force resisting system and designated seismic systems: See the Quality Basic Wind Exposure Wind Requirements Structural Schedule of Inspections for special inspection & testing requirements for seismic r esistance Assurance for Wind Requirements Wind Speed (3 second gust) 85 MPH Category C are • Required Not Required Observation is Required Not Required Description of wind force resisting system and designated wind resisting components: See the Schedule of Inspections for special inspection & testing requi rements for wind resistance Construction Observation Structural Observation Structural Observation of construction for Seismic and /or Wed Resistance is required when indicated in the Special Requirements for Seismic and Wind Section above. The structural Observer will, as a minimum, perform Structural Observation at the following Scheduled Intervals or Stages of Construction, and at the completion of the structural system. Structural I - -- Observer -- Item Scheduled Interval or Stage of Construction 18010SKYPARKCIRCLE, STE255 IRVINE, CA92614 PHONE : (949) 756-9700 FAX : (949) 756-9701 ABBREVIATION LIST : AT CENTER LINE DIAMETER OR ROUND NAIL PENNYWEIGHT POUND OR NUMBER PLATE AND CHANNEL ANGLE SQUARE E) EINESTING E.J. EXPANSION EMB EEMPE I'E'1T EA. FAC- ENG ENG EP EXP 'EXPANSION E.N. FIG FDOT':O F E FINISH TH ST, A5 ANCHOR BOLT FDN. FOUNDATION APCH ARCHITECTURAL FRMC FRAMING bi ALTERNATE F ABOVE BLOCK BLKC1 BLOCKING ERG BEARING B.N_ BOUNDARY NAILING C.J CEILING .101ST CDR. CLEAR CMU CONC. MASONRY UNIT COLUMN CONC CONCRETE LNT. CONTINUOUS LO. ON,3 N CONNECTION L. LOWER OLD GLU M B_'" CA NALCH HORIZ H'UT &ODNT..s I_ HDR HEADER I.M_Rr NTER. GIA E S`C RESISTING T FINIAL KP KING POST CENTER LINE GANT CANTR EVER T CERTIFIED CTR CENTER MAX MAX, M'JIv1 M . MACHINE BBC= MEP MAN.:,AE REP MIN. C=L DOUGLAS FIR LARCH MTL METAL LOCBLE MLR L' CRG LAM BE-. M AM =TER DRAWING DOWN NIT S NOT TO SCAsE N) X 0/ OVER 0.0. ON CENTER 0.H . OPPOSITE - ,_ O.M.RF. ORDINARY 1.10AJ_•,- c HEADED LIST DATE AG CORRECTION oo 7» IR Pc o? CORRECTION O11 18010SKYPARKCIRCLE, STE255 IRVINE, CA92614 PHONE : (949) 756-9700 FAX : (949) 756-9701VWADDITIONALSTRUCTURALNOTESFERNALDDESIGN4821EASTSECONDSTREETLONGBEACH, CA90803 DATE : Feb. 13, 2009. SCALE : NONE DRAWN : SBC CHECKED: DESIGN : SK CHECKED: JOB # : 0006090 SHEET S0.1 VERSION07.07.07- REV 2 r i GB -1) T r, -- v m 0, 7 1 FOUNDATION NOTES 5L F EL. LEGEND E FOOTING SCHEDULE FOOTING SIZE at REINFORCEMENT MARK SIZE WIDTH GRADE BEAM SCHEDULE DEPTH TOP BARS BOTT. BARS STIRRUPS 3. GB -10 HOLDOWN SCHEDULE SIMPSON SDS 1/4 "x3" SCREWS QUANTITY ALTERNATE ANCHOR 0 EXISTING FTC. SPECIAL INSPECTION REQUIRED FOUNDATION PLAN SCALE: 114" = 1 LO" NOTE MIN FG _ l _ UST DATE r M„ RFIECTImN 0 cc w Z Z w 0 co Z 1-- J Z 0 V N — C G W a, N U nin rrn UZ 0' am U K W X y OCC = LL a a Y 0 0 w w cc 0 W J w g 01 Yea ao 3 ce J cc" _ oZ N Jc,,Y w 5 0 U z Ili W O 9 0 W w co wI0 4 Go" z ,_ I' Gwa W J y F V!' Zw2Z Imo ws LL 5 a O a G Z 0 LL DATE : Feb. 13, 2009. SCALE : AS NOTED DRAWN : SBC CHECKED: DESIGN : SK CHECKED: JOB 4:0000090 SHEET S1.1 PB4 ELJ GD -2 Dp, • 10 " 1 C-70-) S• D-2 I DOE P, 5D525500 E4. `_1_p L= 11 HORIZONTAL DRAG STRAP SCHEDULE SYMBOL DESCRIPTION ICC REPORT # HANGER SCHEDULE SYMBOL , HANGER DESCRIPTION C' E ICBO # ER 5117 ER 5117 ER 5117 NER 443 ER 5117 ER 5117 MAN S TC RFMA J 13 SD -1 ALL AH0.1E c c c F 0 REMAFN' III II 1 F,I1I1 1 I J SD-2 E) POST 10 RF MA!N TO EEUI 12 P __ 6C! d) A. ST l 11 U u 11 u U u ROOF FRAMING AND SHEARWALL PLAN SCALE: 1/4" = 1' -0" ROOF FRAMING NOTES SEE PPE H EAP H END 'Jr ALL ALL EXT5!.ziOe LL MLE_PpLE HLt H cpKipc, Pc. FOP C, BLOC LEGEND Y: WALL SHEAR WALL SCHEDULE SHEATHING MATERIAL SILL PLATE 5/8 "0 A.B.SPACING ALLOWABLE SHEAR SHEARWALL NOTES: E )_CEDD .S .`SAC. FRAMING SCHEDULE MEMBER NOTATION SIZE RAFTER /JOISTS BEAM HEADER POST 1 > EX? Jutil LIST DATE b 1,PC COP!;.ECTInN Ma 0 0 CC Cn ILI W Z z W z J z 0 Mr00 01 UP wNmm ln U 0nn20,0 1 wz 1X pLLX4a W Z J 2WO ! Q Nei la Lucca Oz cc Q o W 2 ZI02U 4 IjJ Z rou; z12 c r Oa+ rO W e Zu- 4 cc LL O 0 cc DATE : Feb. 13, 2009. SCALE : AS NOTED DRAWN :SRC CHECKED: DESIGN : SK CHECKED: JOB # : 0008090 SHEET S2.1 VERSION07.07. SIMPSON HOLDOWN PER PLAN 2x CON T. Pi PLATE. U.N.O. SFF FOUNDATION PLAN N A L) SLAB TO REMAIN v HD POST EN 1 7/8 i i f PK 4 \`R 1 3 /8'0x•2' LONG THREADED K{% ROD W/ 10- EMBEDMENT INTO k12< CONC. W/ SIMPSON SET EPDXY 2 KR 25279) SPECIAL INSPECTION REQUIRED E) FOOTING TO REMAIN S1.1 2) #4 DOWELS C 24" 0.C. W/ 6 MIN. EMBEDMENT INTO EXIST. CONG. FOOTING & SET W/ SIMPSON SET EPDXY. 1060 ESR -1772) SPECIAL INSPECTION REQUIRED E) SLAB TO REMAIN w/i>. ), 2/A I // %ce i 3 STIRRUPS @ 12" 0.C. REINFORCEMENT PER FTC SCHEDULE 0/1 CLEAN & SAND BLAST SURFACE PRIOR RO POUR CONCRETE 2>\>/>\//>./;v CLR PER PLAN S1.1 N) 2x STUDS @ 16" 0.C., U.N.O. 5/8.0 THREADED P00 INT0 3/4-0 HOLE 0/ 6" EMBEDMENT iN20 CON0. 0/ SIMP. SET EPDXY (CBO# ESP 1772) SPECIAL INSPECTION REOUiLFEU N) 2x CONT. -- P.T. PLATE 0) SLAB TO REMAIN 7'8 M1N. 1< E) FOOTING TO REMAIN 1 S1.1 HARDY FRAME PANEL GRADE BEAM PER PLAN 1 HOLDOWN TO EXISTING FOOTING CONN. DETAIL 2 GRADE BEAM © (E) SLAB 3 SILL UPGRADE Y 10 94P0: FRAME PEP °.AN -- \ 4 DOW 24" D C. 506714E7 NTD 7 & 5E' EPDXY. O.POD c'IRRU°= 000 'J RAKE BEA0 S0 <SST _ S6EET ED _ REBAR PEP ..LADE BEAM SCHEDULE 6 R FCF.. a ROD & NJ WASHER 1050 /05R 72) E) 50081 1' RCM4 Ni 3 STIR/REPS @ --79 REINFORCEMENT PER - FTC SCHEDULE S2.1 B PFR cOUNDATION PLAN Th'e.EDMENV INTO CONCRETE 47147,75 'X0EPDXY (710 E5R 1 x 5275 .2 { >I R185PEC2I 9) SN 1240H @FEL E) SLAP TO P1 MAIN PEP P. HARDY FRAME WITH GRADE BEAM CONNECTION DETAIL 2D 3/4F THK BASE PLATE STEEL COLUMN PER PLAN 4) 3/4" A307 ANCHOR BOLT 15" LONG W/ 5/16" THK.x3 "x3" WASHER PLATE. SLAB ON GRADE 2D cc- w w 'W0 0= ;w d 0 = A` 0/L///A%\ /\.1\ \O 4 HIM! REINFORCEMENT -5 WHERE OCCURS 7 O II II1, LES a PER PLAN CLR_ REBAR PER GRADE BEAM SCHEDULE SHEET NO. S1.1 3 STIRRUPS, TYP. b +6'' BASE PLATE DETAIL NOTE: TYPICALLY THE TOP OF SLAB 15 ABOUT 6" ABOVE GRADE S2.1 N) 2x STUDS @ 16' 0.7. U.N.O. 5/8 "m THREADED ROD INTO 3/4 "m-9 HOLE W/ 6" EMBEDMENT INTO CONC. 0/ SIMP. SET EPDXY 8) 3x . BETWEEN EAC ICBOff ESR 1772) SPECIAL LTP4 JNE pER SLx INSPECTION RE OUIRED X (4) 16d FA40 NAILS 0 E) 27 CONT. - 94 P.1 PLATE E) 5L 53 P00A3.; 1 E) FOOTING TO y N)SIMPSON S36236 STRAP TYP. N) DEL TAP (E) DB- TOPS PLATES PLA ES TO REMAIN p 1 N) 2x STUDS © :6" L) 2x STUDS C TO REMAIN TYP. DOUBLE MEMBER 3 ROWS 16d COMMON NAILS @ 12" 0.C. (TRIPLE MEMBER NAIL EACH SIDE) TYP 409 OF STUD IITH MAX NIT H 609 3F STUD WIDTH - MAX. BORED HOLE s%" MIN. EDGE DISTANCE 253 OF STUD DTP * iLflT 40% OF TUD WDTH MAX BORE, HOLE INTERIOR NON BEARING WALL EXTERIOR 8 BEARING WALL NOTES: NOTCHES & HOLES SHALL NOT OCCUR @ THE SAME LOCATION ON A STUD 2. ANY STUD MAY BE BORED WITH A MAX. HOLE OF 609 OF THE STUD WIDTH PROVIDED EA. BORED STUD I5 DOUBLED & NO MORE THAN TWO ASUCCESSIVE COUELEU STUDS ARE SO BORED. 7 9 OF STUDWIDTH 25 1 3/8 43 63 1 3/8" TYP PLUMBING OR ELECTRICAL PIPE WHICH REQUIRES GREATER THAN 403 BORE IN THE TOP PLATE HARDY SADDLE (HS 14) BY SIMPLIFIED STRUCTURAL SYSTEMS USE PER MFR. SPEC. 2.4 STUDS 016" 03E —__ lAXIMJ'/) - DOUBLE TOP PLATE TYP. ES j EQ. C/3 EQ 6x6 CC65 6x8 dr Mv Iv N) 2x STUDS © :6" L) 2x STUDS C TO REMAIN TYP. DOUBLE MEMBER 3 ROWS 16d COMMON NAILS @ 12" 0.C. (TRIPLE MEMBER NAIL EACH SIDE) TYP 409 OF STUD IITH MAX NIT H 609 3F STUD WIDTH - MAX. BORED HOLE s%" MIN. EDGE DISTANCE 253 OF STUD DTP * iLflT 40% OF TUD WDTH MAX BORE, HOLE INTERIOR NON BEARING WALL EXTERIOR 8 BEARING WALL NOTES: NOTCHES & HOLES SHALL NOT OCCUR @ THE SAME LOCATION ON A STUD 2. ANY STUD MAY BE BORED WITH A MAX. HOLE OF 609 OF THE STUD WIDTH PROVIDED EA. BORED STUD I5 DOUBLED & NO MORE THAN TWO ASUCCESSIVE COUELEU STUDS ARE SO BORED. 7 9 OF STUDWIDTH 25 1 3/8 43 63 1 3/8" TYP PLUMBING OR ELECTRICAL PIPE WHICH REQUIRES GREATER THAN 403 BORE IN THE TOP PLATE HARDY SADDLE (HS 14) BY SIMPLIFIED STRUCTURAL SYSTEMS USE PER MFR. SPEC. 2.4 STUDS 016" 03E —__ lAXIMJ'/) - DOUBLE TOP PLATE TYP. ES 1 CONNECTION @ NEW & EXISTING TOP PLATE 2 MULTI- MEMBER NAILING TRIMMER -T AT WINDOW LENGTH Or SHLARWALL SHEARWALL BOUNDARY NAILING -. SHEAR SHEATHING PEP. PLAN SIMPSON HDA HOEDOWN PER PLAN POST AS KING STUD PLAN VIEW AT DOORWAY TRIMMER FOR HEADER NOTCH AS REQUIRED) TYP. 1 /8" COMMON WIRE NAILS PER PLAN SHEATHING PER PLAN DOUG -FIR FRAMING MEMBERS NOTE: PROVIDE 1/8" SPACE BETWEEN PANELS AT THE TIME OF INSTALLATION OF SHEATHING. 4 STUD NOTCHING DETAIL ua- STMPSDN A35 CLIP 2, CRIPPLE 5153 @ 16" 0 C. U ,O. HH4. HH6 34 END TYP-). U.N.O. 16d @ 12 ", U.N.O. TYP. 5 PLUMBING THROUGH STUD WALL DETAIL 6 HEADER CONNECTION W/ DRAG STRAP TYP. L/3 MAX. HOLE DIA. I5 D /3- MIN. DISTANCE FROM TOP 1 OR BOTTOM EDGE NYWHERE ON BEAM IS 2" z 4 0 0 NOTES: c 0 N MAX. NOTCH PERMITTED IS (0/6) ONE -SIXTH OF JOIST OR RAFTER DEPTH AS SHOWN 1. 0= JO151 OR RAPIER DEPTH. L= JOIST OR RAFTER LENGTH. 0 0 2. HOLES. NOTCHES. & SLOTS ARE NOT TO BE IOCATFD ADJACENT TO UNSOUND OR LOOSE KNOTS PREFERRED LOCATION OF NOTCH 15 AT TOP OF MEMSDD. NC NOTCHES' MIDDLE THIRD OE BEAM @ \\ I T OMBINEP AI 3WABLE 1 IS 2% ) ONE-SIX P DEPTH MEMBER 1 /1. NOMINALDIAMETER n_ ... _ j D/4 C/3 4x6 C046 li 6x6 CC65 6x8 dr Mv 1 -3/8" I- 13/16" 4000 y /i'2I 16" 1-13/15" HEADERPERPLAT SIMPSON 4) 16d m C 4' 1 CONNECTION @ NEW & EXISTING TOP PLATE 2 MULTI- MEMBER NAILING TRIMMER -T AT WINDOW LENGTH Or SHLARWALL SHEARWALL BOUNDARY NAILING -. SHEAR SHEATHING PEP. PLAN SIMPSON HDA HOEDOWN PER PLAN POST AS KING STUD PLAN VIEW AT DOORWAY TRIMMER FOR HEADER NOTCH AS REQUIRED) TYP. 1 /8" COMMON WIRE NAILS PER PLAN SHEATHING PER PLAN DOUG -FIR FRAMING MEMBERS NOTE: PROVIDE 1/8" SPACE BETWEEN PANELS AT THE TIME OF INSTALLATION OF SHEATHING. 4 STUD NOTCHING DETAIL ua- STMPSDN A35 CLIP 2, CRIPPLE 5153 @ 16" 0 C. U ,O. HH4. HH6 34 END TYP-). U.N.O. 16d @ 12 ", U.N.O. TYP. 5 PLUMBING THROUGH STUD WALL DETAIL 6 HEADER CONNECTION W/ DRAG STRAP TYP. L/3 MAX. HOLE DIA. I5 D /3- MIN. DISTANCE FROM TOP 1 OR BOTTOM EDGE NYWHERE ON BEAM IS 2" z 4 0 0 NOTES: c 0 N MAX. NOTCH PERMITTED IS (0/6) ONE -SIXTH OF JOIST OR RAFTER DEPTH AS SHOWN 1. 0= JO151 OR RAPIER DEPTH. L= JOIST OR RAFTER LENGTH. 0 0 2. HOLES. NOTCHES. & SLOTS ARE NOT TO BE IOCATFD ADJACENT TO UNSOUND OR LOOSE KNOTS PREFERRED LOCATION OF NOTCH 15 AT TOP OF MEMSDD. NC NOTCHES' MIDDLE THIRD OE BEAM @ \\ I T OMBINEP AI 3WABLE 1 IS 2% ) ONE-SIX P DEPTH MEMBER 1 /1. NOMINALDIAMETER n_ ... _ 3/6 D/4 C/3 4x6 C046 li 6x6 CC65 6x8 01/8" Mv 1 -3/8" I- 13/16" 2 pC 16" 1-13/15" 2) -7/16" C 4' 1 2 21-5/ IC 3-1/16) 2) 3/16Y 3 -3/4' 2) -3 /'C 3- 5/16" 4-116" 10 CONNECTION @ ROOF RAFTER TO BEAM 7 PLAN - HOLDOWN INSTALLATION 8 SHEARWALL NAILING 9 NOTCHING & BORING OF JOIST DETAIL TYP. SMPSON WB106 STRAP OVER 2x VA BLOCKING W/ E.N- FULL HEIGHT 2x -- BLOCKING BETWEEN TWO RAFTER 2x8 TAILS e 32" P.C. ROOF SHEATHING & NAILING PEP PLAN R.R. PER PLAN B.N. SEE ARCH- DWG- FOR PARAPET DETAILS SIMPSON HANGER PER PLAN 10 EDGER W/ 2) ' /4 0 x 6" LONG 33525600 @ EA. STUD 2x STUDS @ 16" 0.C., U.N.O. WALL SHEATHING 3- 5 -16d NAILS EN.- PER ARCH 3--- B.N. SIMPSON A35 CLIP @ 16 ' U.N.O SHEATHING PER SHEARWALL SCHEDULE ALT. BEAM LOCATION - sEE FRMG. PLAN SHEATHING 2) 2x CONT- TOP PLATE, 2x STUDS @ 143" CC. - R170tVF SH N & AI LING ER EATHING P B.N. 2 BLOCKING --- 033 BETWEEN TWO STUDS 2x STUDS @ 16" Q.C.. U.N.O. SN. CQNT. B,N.- I ° L ATE inE NA 2x BLOCKING @ 48" 034 2x LEDGER BOARD W/ (3) 163 NAILS @ EA. STUD 2x BLOCKING @ 48" 0.C. BEAM PER PLAN PERARCH. 2x BLOCKING C 48" 0.C. SIMPSON M1S -12 STRAP @ 32" 0 C. (ER -(5/672) SEE ARCH- DWG- FOR PARAPET DETAILS ROOF SHEATHING NAILING PER PLAN ROOF JOIST PER PLAN 2x STUDS @ 16" O.C., U.N.O. ALL SHEATHING 2x STU35 B3 16" O.C., V.N.0. S.N. 2x CQNT. PLATE ROOF SHEATHING & NAILING PER PLAN RR. PER PLAN L SIMPSON HANGER PER PLAN 4x10 LEDGER W/ 1 xLONG (2) /4" 535250 6306" S © EA. STUD SHEATHING PER SHEARWALL SCHEDULE R.N. SIMPSON WB106 STRAP OVER 2x BLOCKING 3/ E.N. 6.. LD' 4 p ,c FULL HEIGHTBETWEENBLOCKING 7.82 RAFTERS r 248 TAILS a. 32" 3 C r.. 2) 2x CONT. TOP PLATE, - 2x STUDS @ 16" D.C. B.N. 5- 168 NAILS ROOF SHEATHING Sc NAILING PERPLAN HOOF JOIST PEP BIN. PLAN FN 2x BLOCKING @ 48" O.C. / BEAM PER PLAN 2x BLOCKING @ 48" D.C. SIMPSON MTS -12 STRAP @ 32" 0.C. (ER -5672) SIMPSON A35 CLIP @ 16 Q.C., U.N.O. 2x BLOCKING @ 48" O.C. 2x LEDGER BOA DD W/ (3) 1 d NAILS @ A. STUD C.N. PEP ALT. BEAM _OCAT'.ON -SEE FRMC. PLAN SHEATH N3 BETWEEN TWO STUDS S2.1 SEE ARCH. 333. EA..B_T ZETA -LS x x,3_ @ 16 31.3 .N.O.--4( ALL SH_ATHING-- 23 STUDS © 18' C 13 N.0" ROOF S: EA0431 , & NA _.3 PER 6LAN 2x COPT. PLATE E) R3DD JOIST PER PLAN ROOF JOIST =E+ PLAN -- , E) SHEATHING SIMPSON L STRAP M 32"h N.C. (ER-5672. LAPP-254@9) SIMP HANGED PER 2) 5/300 @B . 4/ C';L NTERSU NKl 1. 24" a 301 OF BEAM WEB b/ ELI 3 H IEF.IAL -' AS DEN ". 34 CONT. NAILER W 5/8"3 WELD HEAD STUDS O.C. (STA 3EREO) SIMP. HANGER PER PLAN E) STEEL BEAM TO REMAIN S2.1 13 SECTION 30,0300 RA0 -. BALK F.F. =LP c_ BLAM ROOF SHEATHING &- NAILING P5 PLAN 7-R P . E =R PLAN 1 S2.1 11 RAFTER TO RIDGE BEAM CONNECTION 1E A H FY As: 1 1 L 2" THK. S'IFFNER PLATE AB_ THREAD HOLD DOWN BOLT WITH PLATE WASHER OR BEARING PLATE (BY ETHERS) @ UNDERSIDE OF BEAM PER PIA0/5 EEL BEAM TO MAIN NAILER WO 5/8 WELDED STUDS @ STAGGERED) P_-tWOOD E) 51EEL BEAM O PI MAIN 1/2" THK. 5TIEFNER PLATE NOTE. ALIGN HD BOLT DIRECTLY OVER WEB SECTION A -A 80 BOLT CENTERED GAM WEB CJP ALL THREAD 5, TO BEAM HARDY FRAME PER PLAN S2.1 12 ! SECTION CRIPPLE POST PER PLAN UPSIDE DOWN SIMP. POST CAP PEP SCHEDULE POST SIZE SIMP- POST CAP SIZE 044 CC44 4x6 C046 li 6x6 CC65 6x8 CC68 L 4EADER /BEAM PER PLAN 15 CRIPPLE POST RESTING ON BEAM /HEADER S2.1 16 BEAM PER PLAN BEAM PER PLAN SIMPSON ECCL66 POST CAP 1/4" STEEL COLUMN PER PLAN 4\ S2.1 1/2 THK. PLATE 3/16 1 1/2" HEX BOLT 3/16 1/2" THK. STL-- GUSSLI PLATE 1/2" THK- STL- GUSSET PLATE / 3/16 3/:6 1 /4 3/16 BEAM BY OTHERS 64 BLOCKING 4) -5/8" 0 THRU BOLTS AND WASHERS 2x BLOCKING 2x STUDS 18" C.C. LONG BOTH FACE S2.1 2x 'DECOKING-1 BETWEEN TWOSTu13 E) SHEATHING STUD WALL 70 REMAIN r- WOODEN TRELLIS PER PLAN SIMPSON HANGER PER FAN wv 4x8 LED 3ER W/ 2) 1/4" 0 X 6' 1 ENG 53525600 @ A. 00,10 2x BLOCKING BETWEEN TWO STUDS S2.1 14 (E) STEEL BEAM TO HARDY FRAME CONNECTION BEAM TO POST CONNECTION 17 SECTION @ CANOPY 18 SECTION BL. - HEATHEN"; & 030, 3,3 ' -LAIN S STRAP BLOCKING TO TOP PLATE 4\ DBL. TOP PLATES 4x FILLER MATERIAL AS REQUIRED 1/4 "043" LONG HES SCREWS DiR SCHDULE 3v rx}52.1 19 I HARDY FRAME @ TOP PLATE x,- L7.w / */, LIST DATE cti 1 PC o CORRECTION Mv 0) 2 pC o° CORRECTION o`C 18010SKYPARKCIRCLE, STE255 IRVINE, CA92614 PHONE : (949) 756 -9700 FAX : (949) 756-9701 0 FULL HEIGHT 2x BLOCKING BETWEEN TWO RAFTERS ROOF SHEATHING & NAILING PER PLAN R.R. PER PLAN 2) CUNT. TOP ~LATE, R/ R. To .7;\ \ \ \ \ A vR/,8RA / / 8>///7,--D8/7> \ /V /: /max V / Roo / / / / / / V / '/ /v /j. / / /' / , / RoB./\(\ /A . „ . /A /AAiAAiAAiAA /AAiAAiA VA /A iA i iAA iAA iAA/ /AA iA i> /AA iA i? iAA Ai'VA ixA iA iA iA iAA iAA iA i AAAiAAiAA AT VA AAVAiAAiA ViAA VA A AAVAiA i /A`i E) STUD TO NEW STUD CONNECTION (ELEVATION) i 2x6 STUDS @ 12” 0 -C. BALLOON FRAME WALL) 3x BLOCKING MID HEIGHT OF STUD WALL SHEATHING N) 3x BLKG. BETWEEN EACH STUD E) 2x CONT. P.T. PLATE FULL HE T 2x — KIN LJ . TWO ES ' DAL- 2x8 T /L3 —\ 3/ TN i...V.I2L.FN PER PLAN \ 0 E.N - PER ALT. BEAM LOCAT BETWEEN T;61 ST',;23 As 2x6 SRN L. Lc) 12" BALLOON FRAME `N 5/8"O THREADED POD INTO HOLE W/ 6" M.E M N - CONG W/ SIL4 E 3E2 EL ILEo# 2 ) SFEGNAL NER _ CN rc L) 2. jDNT. PI Nr iMPSON a 16" 5-16d NAILS 2 CLIP 2) 2x COB-. TOP PLATE, STUD: 3 16" 0.5. N. 8- ROOF SHEATHING NAILNG PLR PLAT: ROOF Jo ST PER ONK G EDGER BOARD 16d x1AILS STLG ox BLOCKING .MID HEIGHT OF STUD WALL ELEC. BETWEEN CL F4 ONE PEP BLK W/ 1 -O DACE vLLS SLAB TO REMAHN SECTION A -A Cs.. A& iorS2.1 r Pr IoUJI i 1 j 2 1/i1/ j 2/: / / j / 7 a L B/i / %j,%/ / /i; 'y/'.//`7/%/Y E) FOOTING TO REMAIN x/ i/ i o ,6 */1 ;///>//A2/ ,,T x./ x6////2T: />/ /N H x x ; , x x N N/ x . R/ R. To .7;\ \ \ \ \ A vR/,8RA / / 8>///7,--D8/7> \ /V /: /max V / Roo / / / / / / V / '/ /v /j. / / /' / , / RoB./\(\ /A . „ . /A /AAiAAiAAiAA /AAiAAiA VA /A iA i iAA iAA iAA/ /AA iA i> /AA iA i? iAA Ai'VA ixA iA iA iA iAA iAA iA i AAAiAAiAA AT VA AAVAiAAiA ViAA VA A AAVAiA i /A`i E) STUD TO NEW STUD CONNECTION (ELEVATION) i 2x6 STUDS @ 12” 0 -C. BALLOON FRAME WALL) 3x BLOCKING MID HEIGHT OF STUD WALL SHEATHING N) 3x BLKG. BETWEEN EACH STUD E) 2x CONT. P.T. PLATE FULL HE T 2x — KIN LJ . TWO ES ' DAL- 2x8 T /L3 —\ 3/ TN i...V.I2L.FN PER PLAN \ 0 E.N - PER ALT. BEAM LOCAT BETWEEN T;61 ST',;23 As 2x6 SRN L. Lc) 12" BALLOON FRAME `N 5/8"O THREADED POD INTO HOLE W/ 6" M.E M N - CONG W/ SIL4 E 3E2 EL ILEo# 2 ) SFEGNAL NER _ CN rc L) 2. jDNT. PI Nr iMPSON a 16" 5-16d NAILS 2 CLIP 2) 2x COB-. TOP PLATE, STUD: 3 16" 0.5. N. 8- ROOF SHEATHING NAILNG PLR PLAT: ROOF Jo ST PER ONK G EDGER BOARD 16d x1AILS STLG ox BLOCKING .MID HEIGHT OF STUD WALL ELEC. BETWEEN CL F4 ONE PEP BLK W/ 1 -O DACE vLLS SLAB TO REMAHN SECTION A -A Cs.. A& iorS2.1 IoUJI 1, EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 2. EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (ARTICLE 1003.3.1.8 UBC) 3. PANIC HARDWARE. (SECTION 1007.2.5 -UBC) EXIT AND EXIT - ACCESS DOORS SERVING GROUP A OCCUPANCIES SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE. EXCEPTIONS: 1. IN GROUP A, DIVISION 3 OCCUPANCIES AND IN ALL CHURCHES, PANIC HARDWARE MAY BE OMITTED FROM THE MAIN EXIT WHERE THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS. A KEY - LOCKING DEVICE MAY BE USED IN PLACE OF THE PANIC HARDWARE, PROVIDED THERE IS A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND. WHEN UNLOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. MANUALLY OPERATED EDGE OR SURFACE - MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR RESTRIAN THE DOOR OTHER THAN BY OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED. THE USE OF THIS EXCEPTION MAY BE REVOKED BY THE BUILDING OFFICIAL FOR DUE CAUSE. 4. PANIC HARDWARE WHEN INSTALLED, SHALL COMPLY WITH UBC CHAPTER 10 REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 5. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED ONLY. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR THE PURPOSE. (Section 1003.2.8.4 ILLUMINATION -UBC) EXCEPTION: APPROVED SELF - LUMINOUS SIGNS THAT PROVIDE EVENLY ILLUMINATED LETTERS THAT HAVE A MINIMUM LUMINANCE OF 0.06 FOOT LAMBERT. 5.1 - EXITS ILLUMINATION SHALL COMPLY WITH SECTION 93.0604 OF THE ELECTRICAL CODE. 6. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARITLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. 7. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. 8. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGNS SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND. EXIT SIGNS SHALL HAVE THE WORD "EXIT' ON THE SIGN IN BLOCK CAPITAL LETTERS NOT LESS THAN 6 INCHES (152MM) IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4 INCH (19MM). THE WORD "EXIT" SHALL HAVE LETTERS OF NOT LESS THAN 3/8 INCH (9.5MM). SIGNS WITH LETTERING LARGER THAN THE MINIMUM DIMENSIONS ESTABLISHED HEREIN SHALL HAVE THE LETTER WIDTH, STROKE AND SPACING IN PROPORTION TO THEIR HEIGHT. (ARTICLE 1003.2.8.3 GRAPHICS -UBC) EXIT SIGNS SHALL BE ON SEPARATE BACK -UP CIRCUITS. 9. ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 10. INTERIOR WALL AND CEILING FINISHES SHALL BE NONCOMBUSTIBLE OR HAVE A FLAME SPREAD RATING OF 26 TO 75 OR LESS AT 1 -HOUR CORRIDORS AND 76 TO 200 AT OTHER AREAS. TO COMPLY WITH CHAPTER 8- INTERIOR FINISHES- UBC. ANY DECORATIVE MATERIALS AND FURNISHINGS SHALL BE REQUIRED TO MEET ALL CURRENT CODE AND LONG BEACH FIRE DEPARTMENT FLAME RETARDANT REQUIREMNETS. 11. PROVIDE A PORTABLE FIRE EXTINGUISHER, INSTALL IN SEMI - RECESSED CABINET. WITH A RATING OF NOT LESS THAN 2 -A 10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING, AND AS REQUIRED BY FIRE DEPARTMENT INSPECTOR.(PER UNIFORM FIRE STANDARDS). 12. FIRE EXTINGUISHERS REQUIRED SHALL BE 2A 10BC EVERY 75' TRAVEL DISTANCE. 13. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT BY LEVER TYPE HARDWARE, UNLESS OTHEWISE APPROVED BY THE GOVERNING BUILDING CODE. 14. AISLES GENERAL (TITLE 1004.3.2.1- UBC)AISLES SERVING AS A PORTION OF AN EXIT ACCESS IN THE MEANS OF EGRESS SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1004 3 2 AISLES SHALL BE PROVIDED FROM ALL OCCUPIED PORTIONS OF THE EXIT ACCESS THAT CONTAIN SEATS, TABLES, FURNISHINGS, DISPLAYS, AND SIMILIAR FIXTURES OR EQUIPMENT. 15. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS. AS PER (SECTION 713.10- UBC) 16. ALL EXIT CORRIDOR DOORS SHALL HAVE A MINIMUM 20. MIN. FIRE RATING. 17. ALL EMERGENCY LIGHTING SHALL COMPLY WITH CHAPTER 10. EXITS TO REMAIN CLEAR AND UNOBSTRUCTED DURING CONSTRUCTION. 18. FIELD INSPECTOR SHALL VERIFY DOOR RATING. 19. THE FUNCTION OF STORAGE ROOM INDICATED ARE FOR THE STORAGE OF STANDARD NON - COMBUSTIBLE ITEMS. 20. CONTRACTOR TO NOTIFY LOCAL FIRE DEPARTMENT FOR FIELD INSPECTION. 21. NOT APPLICABLE 22. ALL COMBUSTIBLE RUBBISH SHALL BE STORED IN FIRE DEPARTMENT APPROVED CONTAINERS IN A LOCATION APPROVED BY THE LOCAL FIRE DEPARTMENT. 23. GAS METER TO BE LABELED AND PROTECTION PROVIDED AS REQUIRED PER CURRENT APPLICABLE CODES. 24. SUBMIT PLANS FOR FIRE SPRINKLERS PRIOR TO INSTALLATION TO FIRE PREVENTION FOR APPROVAL 25. ADDITIONAL DIRECTIONAL EXIT SIGNS SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER, PER LOCAL FIRE DEPARTMENT. FIELD INSPECTION TO CLEARLY DEFINE EXIT PATH IN THE FIELD. 26. CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH CALIFORNIA FIRE CODE ARTICLE 87. 27.NOT USED 28. ADDRESS NUMBER TO BE VISIBLE FROM STREET. 29. THE REQUIRED ACCESS TO EXITS FROM ANY PORTION OF A BUILDING SHALL BE DIRECTLY FROM THE SPACE UNDER CONSIDERATION TO AN EXIT OR TO A CORRIDOR THAT PROVIDES DIRECT ACCESS TO AN EXIT. EXIT ACCESS SHALL NOT BE INTERRUPTED BY INTERVENING ROOMS. (SECTION 1004.2.2 TRAVEL THROUGH INTERVENING ROOMS.) 30. FIRE SPRINKLER SYSTEM REQUIRED TO BE MONITORED. 31. EXIT PROTECTION PROVIDED FOR EXITS LEADING TO PUBLIC WAY. 32. GATES PROVIDED WITH PROPER EXIT HARDWARE IF UTILIZED AS REQUIRED EXIT. 33. SIGN 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" TO BE POSTED OVER MAIN ENTRANCE. FIRE DEPARTMENT NOTES A. ALL WORK SHALL CONFORM TO THE 2007 EDITION OF THE CBC, CPC, CMC, CEC, CFC, AND STANDARDS REGULATIONS AND ORDINANCES OF THE CITY OF LAKE ELSINORE AND COUNTY OF_RIVERSIDE, CA B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. A201 LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. D. DRAWINGS ARE BASED ON A SURVEY, DATED - - -- PREPARED BY J.R. WHITE & Associates AND IS INCLUDED IN THESE DOCUMENTS. E. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A GEOTECHNICAL INVESTIGATION DATED - -- . THE REPORT IS PART OF THESE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS RESPONSIBLE FOR CARRYING OUT ITS RECOMMENDATIONS, THOUGH SOME MAY NOT BE SPECIFICALLY DETAILED ON THE PLANS. ( NON APPLICABLE ) F. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. G. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE YUM BRANDS CONSTRUCTION MANAGER, IN WRITING, PRIOR TO INSTALLATION. H. RETAIN THE PROJECT GEOTECHNICAL ENGINEER TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF CONSTRUCTION AS RECOMMENDED IN THE GEOTECHNICAL REPORT. ALL TESTING AND INSPECTION REPORTS, INCLUDING FINAL SUMMATION LETTER, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. G.C. SHALL CERTIFY PAD ELEVATION PRIOR TO START OF FOUNDATION WORK. I. SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. YUM BRANDS WILL PAY FOR CONNECTION FEES' ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. J. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY - PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. K. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. L. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. M. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. PROJECT GENERAL NOTES 1 ANY ITEMS INDICATED WITH (E) SHALL BE DEEMED TO BE EXISTING. ANY ITEMS INDICATED OTHERWISE SHALL BE CONSIDERED NEW WORK AND SHALL BE PART OF THIS CONTRACT UNLESS NOTED OTHERWISE. 2. EXISTING CONDITIONS MAY NOT BE SHOWN EXACTLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK. ANY DISCREPANCIES AND /OR OMISSIONS CONTAINED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT THAT TIME, OR IMMEDIATELY UPON DISCOVERY. THIS TO INCLUDE ALL MP &E POINT OF CONNECTIONS. 3. DO NOT SCALE THE DRAWINGS. ARCHITECT NOT TO BE HELD RESPONSIBLE FOR ERRORS DUE TO THIS. CONFIRM ALL PLAN DISCREPENCIES, SEE NOTE #12. 4. WORKMANSHIP STANDARDS: REMOVE AND REPLACE WORK WHICH DOES NOT COMPLY WITH WORKMANSHIP STANDARDS AS SPECIFIED AND AS RECOGNIZED IN THE CONSTRUCTION INDUSTRY FOR APPLICATIONS INDICATED. REMOVE AND REPLACE OTHER WORK DAMAGED OR DETERIORATED BY FAULTY WORKMANSHIP OR ITS REPLACEMENT, 5. INSPECTION OF CONDITIONS: INSPECT SUBSTRATE TO RECEIVE WORK, AND CONDITIONS UNDER WHICH WORK WILL BE PERFORMED, AND REPORT UNSATISFACTORY CONDITIONS. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 6. MANUFACTURER'S INSTRUCTIONS: WHERE INSTALLATIONS INCLUDE MANUFACTURED PRODUCTS, COMPLY WITH MANUFACTURER'S APPLICABLE INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION, TO EXTENT THESE ARE MORE EXPLICIT OR MORE STRINGENT THAN REQUIREMENTS INDICATED IN CONTRACT DOCUMENTS. 7. PROVIDE ATTACHMENT AND CONNECTION DEVICES AND METHODS FOR SECURING WORK PROPERLY AS IT IS INSTALLED, TRUE TO LINE AND LEVEL, PER CODE AND WITHIN RECOGNIZED INDUSTRY TOLERANCES IF NOT OTHERWISE INDICATED. ALLOW FOR EXPANSIONS AND AND BUILDING MOVEMENTS. PROVIDE UNIFORM JOINT WIDTHS IN EXPOSED WORK, ORGANIZED FOR BEST POSSIBLE VISUAL EFFECT. REFER QUESTIONABLE VISUAL - EFFECTS CHOICES TO ARCHITECT FOR FINAL DECISION. 8. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT MOUNTING HEIGHTS AS LISTED IN APPLICABLE CODE, ESPECIALLY CA TITLE 24. REFER QUESTIONABLE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DECISION. 9. MATERIALS: EXCEPT AS OTHERWISE INDICATED OR APPROVED BY ARCHITECT, PROVIDE MATERIALS FOR CUTTING- AND - PATCHING WHICH WILL RESULT IN EQUAL -OR- BETTER WORK THAN WORK BEING CUT - AND -PATCH IN TERMS OF PERFORMANCE CHARACTERISTICS AND INCLUDING VISUAL EFFECT WHERE APPLICABLE USE MATERIALS IDENTICAL WITH ORIGINAL MATERIALS WHERE FEASIBLE AND WHERE RECOGNIZED THAT SATISFACTORY RESULTS CAN BE PRODUCED THEREBY. REMOVE AND REPLACE WORK JUDGED BY ARCHITECT TO BE CUT - AND - PATCHED IN A VISUALLY UNSATISFACTORY OR OTHERWISE OBJECTIONABLE MANNER. RESTORE EXPOSED FINISHES OF RESTORATION ONTO RETAINED WORK ADJOINING, IN A MANNER WHICH WILL ELIMINATE EVIDENCE OF PATCHING. 10. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE UBC, TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS, 2007 ed. AND ALL OTHER APPLICABLE CODES(CPC, CMC, CEO, CFC) AND LOCAL ORDINANCES & REGULATIONS. 11. FINAL CLEANING MUST BE DONE TO THE OWNER'S SATISFACTION AND WILL INCLUDE BUT NOT BE LIMITED TO CLEANING OF EXISTING LIGHT FIXTURES AND LAMPS AND REMOVAL OF TEMPORARY PROTECTION DEVICES. 12. THE ARCHITECT WILL INTERPRET THE INTENT OF THE DOCUMENTS IN CASE OF POSSIBLE CONFLICT OR DISCREPANCY. SEE NOTE #3. 13. DETAILS NOTED AS "TYP" OR "TYPICAL' SHALL APPLY IN ALL SIMILAR CASES WHETHER OR NOT SPECIFICALLY REFERENCED. 14. ANY REQUIRED INTERRUPTION OF OR REMOVAL OF ANY UTILITY SERVICE SERVING THE EXISTING FACILITY SHALL NOT BE PERFORMED UNTIL A MINIMUM OF A 48 -HOUR PRIOR NOTICE IS GIVEN TO THE OWNER BY THE CONTRACTOR. SUCH WORK AS RELATED TO THE NEW OR EXISTING WORK SHALL BE COORDINATED WITH THE OWNER AND THE APPLICABLE UTILITY COMPANY, AS MAY BE NECESSARY. 15. ALL ELECTRICAL, MECHANICAL AND PLUMBING SHALL CONFORM TO THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 16. ALL GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCTS SAFETY COMMISSION. 17. GYPSUM WALLBOARD, LATHING, PLASTERING AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO CHAPTER 25 OF U.B.C. UNLESS NOTED OTHERWISE. 18. ALL TRIM AND EXPOSED CORNER DETAILS SHALL HAVE MITERED JOINT CONNECTIONS. 19. MINIMUM CORRIDOR OR PASSAGE WIDTH SHALL BE 44". 20. PROVIDE STEEL BACKING IN WALLS FOR ALL ATTACHMENTS AND ACCESSORIES SUCH AS TOILET ACCESSORIES, MIRRORS, ETC. 21. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED EDGE - MOUNTED OR SURFACE - MOUNTED FLUSH BOLTSOLTS AND SURFACE BOLTS ARE PROHIBITED. THE UNLATCHING OF ANY LEAF OF AN EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. 22. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS SHOWN OTHERWISE. 23. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS. 24. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" WITH 1/4" MAXIMUM VERTICAL RISE. 25. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED, AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE - EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATED BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 26. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTO- MATIC DOOR OPERATORS MAY BE UTILIZED TO MEET 28. THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 27. ELECTRICAL RECEPTACLES (15, 10 AND 30 AMPS) SHALL BE AT LEAST 15" ABOVE THE FLOOR SECTION 3- 210 -75). 28. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3' -0" NOR MORE THAN 4 -0" ABOVE THE FLOOR (SECTION 3- 380 -8). 29. FINISH CEILINGS SHALL BE FLUSH AND LEVEL (FYP.). 30. ALL J -BOXES ARE NOT TO BE BACK -TO -BACK. 31. ALL WALLS, DOORS (AND THEIR RELATED FRAMES) AND WINDOWS (AND THEIR RELATED FRAMES) SHALL BE PLUMB AND STRAIGHT (TYP.). 32. FLOOR COVERING PREPARATION: CONTRACTOR SHALL EXAMINE EXISTING FLOOR SLAB AND DETERMINE THE ACCEPTABILITY TO RECEIVE ALL OF THE FINISH FLOORING MATERIALS AS DESCRIBED. CONTRACTOR SHALL PERFORM ADDITIONAL CLEANING, SCRAPING AND FILLING AS MAY BE NECESSARY FOR THE PROPER APPLICATION OF THE VARIOUS MATERIALS, PER MANUFACTURER'S RECOMMENDATIONS, SHOULD UNACCEPTABLE CONDITIONS EXIST. 34. PROVIDE FIREBLOCKING PER CH. 7 OF UBC, AND DRAFT STOPS IF REQUIRED PER SECTION 1505 OF UBC. FIRESTOPPING (FIREBLOCKING) SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH HORIZONTAL AND VERTICAL AT 10' -0" O.C. TYP.). 35. THE SURFACE OF THE FLOORS SHALL BE SLIP - RESISTANT. 36. CORRIDOR WALLS WILL BE FROM FINISHED FLOOR TO STRUCTURE ABOVE (TYP.). 37. CONTRACTOR TO COMPLY WITH SEC.3303 REGARDING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION CONTRACTOR TO PROVIDE SAMPLE SUBMITTALS. SHOP DRAWINGS OF MILLWORK. SPECIALTY CEILING SYSTEMS, CUT SHEETS OF LIGHT FIXTURES FOR ARCHITECTS APPROVAL PRIOR TO PURCHASE. CONTRACTOR MAY SUBMIT SUBSTITUTIONS FOR COST REASONS. CONTRACTOR MUST VERIFY ALL LONG LEAD ITEMS AND WILL BE RESPONSIBLE FOR DELAYS FOR PRODUCTS / GENERAL NOTES NAME 8' -4" 0-0, ELEV ROOM NAME SHEET NUMBER ELEVATION NUMBER CEILING HEIGHT BLDG. SECTION LETTER BLDG. SECTION SHEET DETAIL NUMBER DIRECTION OF DETAIL DETAIL SHEET REVISION NUMBER BLDG. HEIGHT REFERENCE POINT ELEV. LETTER ELEV. SHEET 0 DOOR NUMBER WINDOW NUMBER / DECOR ITEM NUMBER EXTERIOR WALL FINISH NUMBER KEY NOTE X -000> EQUIPMENT NUMBER ROOM FINISH NUMBER 0 X XX n ID INTERIOR ELEVATION DESIGNATION SHEAR WALL TYPE (STRUCTURAL) EQUIPMENT / FIXTURE NUMBER (M.E.P.) REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS VESCI.UP I ION UP PROJECT:This project involves the SEISMIC DESIGN CATEGORY: D remodel of an existing Taco Bell restaurant. The exterior facade will be remodeled to architecturally emphasize the entry locations and include updated images of Taco Bell. A new parapet will replace the existing sloped roof in the front of the building and existing stucco exterior will be refinished. New signage and awnings will be provided. Minor revisions to kitchen equipment and minor modifications to M.E.P. The dining room will have an updated decor to accommodate 48 seats. Site work includes upgrade of DT service system, new clearance bar, ADA path of travel upgrades including a new ramp, addtional curbs and landscape, removal and replace of the trash enclosure, and replacing the parking lot light fixtures. LEGAL JURISDICTION: - -CITY OF LAKE ELSINORE -- BUILDING CODE: 2007 CBC, CPC, CMC & CEC BUILDING AREA: BUILDING FOOTPRINT = 1.939 SF TOTAL = 1.939 SF SEATING: 48 OCCUPANCY LOAD: 72 OCCUPANCY: A2 TYPE CONSTRUCTION: TYPE VB- UNSPRINKLED PHONE LINES: 25 PAIR CABLE IN 2" CONDUIT ELECTRIC SERVICE: 800 AMPS / 3 PHASE / 120 -208 VOLT GAS: 819,900 BTUH EXISTING BUILDING AREA AND OCCUPANT LOAD TYPE AREA FACTOR OCCUPANTS \ PUBLIC 1,005 S.F. 15 67 NON- PUBLIC 934 S.F. 200 5 iii TOTAL 1,939 S.F. 72 NOTE: AREA OF PROPOSED WORK = 1939 SF POST OCCUPANT LOAD SIGN IN THE DINING ROOM, SEE SHEET A2.1 FOR PROPOSED LOCATION PROJECT SUMMARY i' WIND SPEED: 85 M.P.H. / EXPOSURE C SEISMIC DESIGN CATEGORY: D ROOF LIVE LOAD: 20 P.S.F. DESIGN CRITERIA LEGAL DESCRIPTION APPLICANT / OWNER 7 -M CORPORATION MARK MOORE P.O. BOX 1780 FALLBROOK, CA 92088 Phone: 951.600.0309 CIVIL ENGINEER Name) Address) City, State, Zip) Contact: Phone: CONSTRUCTION MANAGER Name) Address) City, State, Zip) Contact: Phone: STRUCTURAL ENGINEER CONSULTING ENGINEERS CORP. 18010 SKYPARK CIRCLE, STE 255 IRVINE, CA 92614 Contact: SATISH SANKARAN, P.E. Phone: 949.756,9700 ARCHITECT FERNALD 4821 E SECOND STREET LONG BEACH, CA 90803 Contact: PEDRO M BLANCO Phone: 562.439.3555 MECH. / PLUM. ENGINEER DAVAR & ASSOCIATES 12016 Telegraph Road, Suite 205 Santa Fe Springs, CA 90670 Contact: SAEED DAVAR Phone: 562.777.8050 ELECTRICAL ENGINEER ESI - ENGINEERS 1901 MARIPOSA FULLERTON, CA 92833 Contact: SORIN BRIE Phone: 714.449.1646 LANDCAPE ARCHITECTRCHITECT JON DAVID CICCHETTI 2760 E. SPRING ST. SUITE 110 LONG BEACH, CA 90806 Phone: 562.989.1880 PROJECT DIRECTORY SEWER Company) Address) City, State, Zip) Contact: Phone: AAAAAAA TELEPHONE Company) Address) City, State, Zip) Contact: Phone: WATER Company) Address) City, State, Zip) Contact: Phone: ROADS Company) Address) City, State, Zip) Contact: Phone: GAS Company) Address) City, State, Zip) Contact: Phone: OTHER Company) Address) City, State, Zip) Contact: Phone: ELECTRIC Company) Address) City, State, Zip) Contact: Phone: OTHER Company) Address) City, State, Zip) Contact: Phone: UTILITY CONTACTS TITLE /CIVIL/LANDSCAPE T1.0 TITLE SHEET Lt - L4 LANDSCAPE PLANS UNDER SEPARATE COVER AAAAAAA H DEMOLITION D1.0 DEMOLITION FLOOR PLAN & ELEVATIONS D2.0 DEMOLITION REFLECTED CEILING PLAN & ROOF PLAN ARCHITECTURAL A0.1 SITE PLAN AO.2 SITE DETAILS A0.3 TRASH ENCLOSURE DETAILS A1.0 FLOOR PLAN A1.1 DOOR & WINDOW ELEVATIONS & SCHEDULES A2.0 EQUIPMENT PLAN A2.1 SEATING PLAN A3.0 ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 BUILDING SECTIONS A6.0 EXTERIOR WALL SECTION A6.1 EXTERIOR WALL SECTION A6.2 EXTERIOR WALL SECTION A6.3 EXTERIOR WALL SECTION A7.0 EXTERIOR CONSTRUCTION DETAILS A7.1 EXTERIOR CONSTRUCTION DETAILS A8.0 FLOOR FINISH PLAN . A8.1 FINISH SCHEDULE A9.0 REFLECTED CEILING PLAN A10.0 INTERIOR ELEVATIONS - DINING ROOM A10.1 INTERIOR ELEVATIONS - RESTROOMS A11.0 INTERIOR CONSTRUCTION DETAILS ADA-LO ACCESSIBLITY REQUIREMENTS ADA1,1 ACCESSIBLITY REQUIREMENTS STRUCTURAL -.. 50.0 GENERAL STRUCTURAL NOTES 50.1 ADDITIONAL STRUCTURAL NOTES S1.1 FOUNDATION PLAN . S2.1 ROOF FRAMING AND SHEAR WALLS PLAN SD -1 STRUCTURAL DETAILS SD -2 STRUCTURAL DETAILS MECHANICAL M1.0 MECHANICALT -24 M1.1 SCHEDULES AND NOTES M2.0 MECHANICAL PLAN M3.0 DETAILS PLUMBING P1.0 PLUMBING PLAN AND NOTES ELECTRICAL E1.0 SITE ELECTRICAL PLAN E2.0 PANEL SCHEDULES AND LEGEND E3.0 POWER PLAN E4.0 LIGHTING PLAN & SCHEDULE E5.0 COMMUNICATION PLAN E6,0 T -24 E7.0 T -24 SCOPE OF WORK IN BOOK FORMAT SPECIFICATIONS IN BOOK FORMAT SHEET INDEX Taco Bell 31712 MISSION TRAIL RD. LAKE ELSINORE, CA 92530 449 TACO BELLS E' ff3t 4 s t+ o* e T` 'n c N (y 0 / /i% 7 dter%sDhn- of 4 m e G j v. r „ LOCATIONSITE iO 3 55: c4 iceI r %`.yy c y C, h l < , ; eSy j 4 NORTHr _ P Yahm Inc. ry tsa nnaq.1CIeAtIar VICINITY MAP a ?' E SEGO?' STfrrfT tONCe 2EAC*1. CA *'> Di x. "e:t.$.44r. wiz 502439. ?S S 592 539.18C;Y A DATE DESCRIPTION A10.28.08 PLAN CHECK 1 p11.14.08 SITE PLAN UPDATE a12.08.08 PLAN CHECK II Al2.15.08 A02.12.09 A A A PLAN CHECK III PLAN CHECK IV cin a PEi CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: TACO BELL 07.01.07 M2B Aug08 296470 2623 31712 MISSION TRAIL ROAD LAKE ELSINORE, CA 92530 M2B TITLE SHEET T1.0 PLOT DATE: 01.23.09