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Home My WebLink About7242 Gall BlvdAN E RA BAKERY Proj. Mgr. DMF Job. Capt. DMF Drawn by PROJECT INFORMATION DRAWING INDEX GN GENERAL INFORMATION SP-1.1 SITE PLAN SP-1.2 DUMPSTER & SITE PLAN DETAILS SP-1.3 DUMPSTER ENCLOSURE DETAILS SP-1.4 ENLARGED PATIO PLAN & DETAILS SP-1.5 ENLARGED DRIVE-THRU SIGNAGE DETAILS SP-1.6 ENLARGED DRIVE-THRU SIGNAGE DETAILS E-1 ELECTRICAL SITE PLAN E-2 PROPOSED RISER DIAGRAM P-1 PLUMBING FLOOR PLAN P-2 WATER AND GAS ISOMETRIC FP-1 FIRE SPRINKLERS FLOOR PLAN FP-2 FIRE SPRINKLERS DETAILS CAFE #1693 7242 GALL BLVD. ZEPHYRHILLS, FL 33541 PROJECT DATA SCOPE OF WORK: ADDRESS: LAND LORD IMPROVEMENT FOR PANERA BREAD CAFE #1693 7242 GALL BLVD. ZEPHYRHILLS, FL 33541 APPLICABLE CODES A. 2010 FLORIDA BUILDING CODE B. 2009 BROWARD COUNTY AMENDMENTS TO FFPC C. 2010 FLORIDA PLUMBING CODE D. 2010 FLORIDA MECHANICAL CODE E. 2010 TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES F. 2011 NFPA 70 NATIONAL ELECTRIC CODE G. FLORIDA STATE ENERGY CODE H. 2012 FLORIDA STATE ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION I. 2012 NFPA 101 LIFE SAFETY CODE AND ADOPTED STANDARDS J. 2012 NFPA 1 NATIONAL FIRE PREVENTION CODE ( UNIFORM FIRE CODE) K. 2012 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION ABBREVIATIONS AB ANCHOR BOLT GL GLASS PNL PANEL A/C AIR CONDITIONING GR GRADE PNT PAINT AFF ABOVE FINISH FLOOR GYP GYPSUM POL POLISHED ALUM ALUMINUM HB HOSE BIBB PREFAB PREFABRICATED APPROX APPROXIMATE HCP HANDICAP PROJ PROJECT ARCH ARCHITECTURAL HDW HARDWARE PSF POUNDS PER SQ. FOOT BD BOARD HGT HEIGHT PSI POUNDS PER SQ. INCH BLDG BUILDING HIM HOLLOW METAL PRTR PRESSURE TREATED BLK BLOCK HR HOUR PTD PAINTED BOTT BOTTOM HVAC HEATING/VENTILATING/ PVMT PAVEMENT BRG BEARING AIR CONDITIONING QTY QUANTITY BTWN BETWEEN HW HOT WATER REF REFRIGERATOR CAB CABINET IN INCH READ REQUIRED CLG CEILING INCAND INCANDESCENT REINF REINFORCING CEM CEMENT INCL INCLUDE I RETURN CL CLOSET INFO INFORMATION REV REVERSE, REVISION CLR CLEAR INSUL INSULATE -INSULATION RGD RIGID COL COLUMN INT INTERIOR RM ROOM CONC CONCRETE KIT KITCHEN RO ROUGH OPENING CONSTR CONSTRUCTION LAM LAMINATED SCHED SCHEDULE CONT CONTINUOUS LAV LAVATORY SD SOAP DISPENSER CONTR CONTRACTOR LB POUND SEP SEPARATE CT CERAMIC TILE LIN LINEAR SECT SECTION CTR CENTER LL LIVE LOAD SHLF SHELF DEG ° DEGREE LT LIGHT SHT SHEET DEPT DEPARTMENT LVR LOUVER SIM SIMILAR DET DETAIL MATL MATERIAL SPEC SPECIFICATION DF DRINKING FOUNT MAX MAXIMUM SPKR SPEAKER DIA DIAMETER MECH MECHANICAL SQ SQUARE DIM DIMENSION MEMB MEMBRANE STD STANDARD DN DOWN MTL METAL STL STEEL DR DOOR MFC METAL FURRING STOR STORAGE DWG DRAWING CHANNEL SUB SUBSTITUTE EA EACH MFR MANUFACTURER SURF SURFACE EL ELEVATION MIN MINIMUM SUSP SUSPENDSYSTEM ELEC ELECTRICAL MIR MIRROR T & G TONGUE & GROOVE EQ EQUAL MISC MISCELLANEOUS TEL TELEPHONE EQUIP EQUIPMENT MO MASONRY OPENING THK THICK -THICKNESS EQUIV EQUIVALENT MR MOISTURE RESISTANT TPH TOILET PAPER HOLDER EW EACH WAY NAT NATURAL TRANS TRANSFORMER EXH EXHAUST INOT IN CONTRACT TYP TYPICAL EXIST EXISTING # NUMBER UGND UNDERGROUND EXT EXTERIOR NOM NOMINAL UL UNDERWRITERS LAB. FD FLOOR DRAIN NITS NOT TO SCALE VERT VERTICAL FIN FINISH OA OVERALL, OUTSIDE AIR W/ WITH FIX OC ON CENTER WC WATER CLOSET IFIXTURE FLOOR OPG OPENING WH WATER HEATER FLUOR FLUORESCENT OPP OPPOSITE WM WIRE MESH IORIG FOOTING ORIGINAL W/O WITHOUT FURR FURRING PART PARTITION WP WATERPROOF GA PL PLATE WS WEATHER STRIPPING GALV GAGE, GAUGE PLAS PLASTER WWF WELDED WIRE FABRIC GALVANIZED PLYWD PLYWOOD GENERAL NOTES � THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITTING PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS, AND VERIFY THE ARCHITECTS DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMEDIATELY !N WRITTING. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMENSATION INSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED. THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT LOCAL EDITION, 101 AND ALL OTHER REGULATION CODES. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE. THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE BUILDING SHELL AND FOR COORDINATION OF NEW WORK. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ALL REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUITING ALL CUPPENT DRAWINGS TO THE SUBCONTRACTORS/VENDORS AS WELL AS SUPERVISING AND COORDINATING THE WORw, OF ALL TRADES IN ACCORDANCE WITH THE SPECIFICATIONS AND MAKING ADJUSTMENTS IN LAYOUT AS REQUIRED. THE ARCHI SHALL BE NOTIFIED PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF 1 HE WORK. THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR COMPLETION OF THE WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO OWNER. THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT SUPPLIED ITEMS AND INCORPERATE THE INSTALLATION INTO THE CONTRUCTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING, ELECTICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION OF THE PROJECT. OWNER. THE CONTRACTOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE CLARIFIED. THESE PICTURES SHALL BE EMAILED TO THE ARCHITECT ALONG WITH AN RFI FOR CLARIFICATION. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GERNERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING REGULATIONS. THE CONTRACTOR SHALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING ASSEMBLY ABOVE: TAPE AND SEAL JOINTS. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRE -RATED PARTITION USING ONLY UL APPROVED MATERIAL. THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS. CONCEAL PIPING, DUCTWORK, AND CONDUIT. THE CONTRACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT LOCATED IN FIRE -RATED WALLS WITH 5/8"TYPE'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. THE CONTRACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: CABINETS, GRILLES, DOORS, WINDOWS, ETC.. WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING. THE CONTRACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. ANY ROOM, WALL, FLOOR, OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IDENTICNTICAL TO THE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY OBSERVED APPARENT DISCREPANCIES IN WRITTING PRIOR TO COMMENCING WITH THE WORK. ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST POSITION WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITTING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK. WHERE TWO OR MORE DETAILS, MATERIALS, OR CONDITIONS OCCUR IN APPARENT CONFLICT, THE CONTRACTOR SHALL INCLUDE THE MOST COSTLY SOLUTION IN HIS BID AND NOTIFY THE ARCHITECT OF ANY APPARENT DISCREPANCIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE WORK A SET OF "AS -BUILT" NEATLY MARKED UP PLANS, THE ELECTRICAL CONTRACTORS "AS -BUILT" DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER. DMF Revd by STATE FLORIDA RB AR0016160 CT 2 5 2012 -1o z z�UU U z� UOUv0zzUz wW z~ w oQ _0:� W z n W W U O— �W— O W Z z z W��= zW _ oLLJ o Qm Q O~ z= w z =Y)<un � Wo z CLLLI �QUQ 000= n 0,Wzo<z o� — mo yO�lI W �zI- 0�Q �W �zw� LJ Uo0nw UU w~=�-U�z zQ w= O Uz zQ Q >U L-i~OZU LLI z O IO U � Z m � Z W d n� O = Q w Q Of U= Q U F~< 0 Z Z z� v U z U Z.Z~ O W Q C:) U WwO �U G u�-0 LL1� 0cif OF—W �U W EK =Z <UO rD =U w— WD�WUn nW�n Q v,U z U=O v�UZZOzu U �<MU �__<0u�zuzUo�Q ©COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: W � ; (v) a (.0 J m J LL V.- J W J �J W _ W aN� cv z U r _ a w N (00 Sheet Title a) c CO co m N N L� r. ai N Ln ti 0) O 4-: a) ti N 0 m N 00 W W �O GENERAL NOTES Seale AS NOTED Date: 10-18-12 1 Sheet No. Project No. 12-1018 GN L_ O C C .E C (a C O E N to C N E C O V L C O U I I Iti I I I I I I I� I I I I I I I I I I I I� I I I i 1 1 I I 1 I 1 1 1 i 1 1 I 1 I 1 1 1 1 1 � ry II II II I II II II II \ I �I 1 = REMOVE CURB �_ IIml�,II I I II r I II I II/_ II II 1 /I II II IImiII II II _ II _ II _ II _ II I I A I I_ I I_ I I_ I I_ I I" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I REMOVE STRIPPING I_ I I_ I I_ I I_ I I_ 1 1_ I(_ I I_ I I_ I (_ I I_. I_ I I_ T I_ 1,_ I I� I IEmi I I_ I I_ I I_ I I I �/!/ w 1 I_ I_ I IA• I I_ I I_ I I _/ _ I I_ I I_ I I _/I I_ I I_ I I_ 1 1 r 1 1_ I I_ I I_ I I' I I_ I I_ I I_ IA _ I I_ I I_ I I _/I I_ I I_ I I_ I I T I I_ I I_ I I_ I Ir I I_ I I_ I I_ 111 _ I I_ I I_ I I _/I I_ I I_ I I_ 1 I T 1 I_ I I_ I I_ I It I I_ I I_ I I_ IA _ I I_ I I_ I I ( F SITE DEMOLITION PLAN NORTH 3/32" = 1'-0" DEMOLITION PLAN LEGEND 1 I E R CURB AND STRIPPING TO BE REMOVED CURB AND STRIPPING TO REMAIN AREA NOT IN SCOPE OF WORK EXISTING RELOCATE I 1 � II 11I IT I1IIII IIt II II II IJI II II l a WORK AREA Proj. Mgr. DMF ti Job. Capt. DMF Drawn by DMF STAT FLORIDA Revd by RB AR0016160 OCT 2 5 2012 Jo z zoom o Q= __� �0(J. w =ww 0QD��a� wUQ =0 �W0zZZ �-Do � LL LLJ --zw � o,oQQo��oQ�0 nQ n cn wF z�0,w>-�mLJ �0- �wzoQ�Qc � n mower mw�z��o�� 0c c o�ww��77 (2 3: >- z W= w z _ — Q D W I -� z 011 C0LLozo��0>o oo�Q (), r Qzoc~� ��Q EL �z,_,,D-cnD cn�z——zQ=Q�� cn m n �Q Q m o m Q w Q 3:0 Qz=cn �Qwm F��zm�zzQ�oo wmXLL zQoozz0`_`' noQ`'� o QUa�OU�UI—LJ(f) Q ~ Q J Q Q LIJ = J LIJ~� o=emu �LIJD�O��_� �zw(nJcn wQ o unC) z =mwo c()UZZ0 Z� UCH =two=moz0L=Q �QmQ Q0u QoQ COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: I..L L f) W CO0 JJ M a �- m LL CO J (!� W J J J W � W Q cv >- Z (.) r _ Q W d. N 19 Sheet Title N L _0 c i N (p a: c M m -o N 0) c � � o a: N N c a U o u cu4-0 LID ti0) a) cu .c CJ oo � � M 0 ,N� Q L W 00 W (n r 0 U O Lo ) U a) L a 2- L cu Demo Plan Scale: AS NOTED Date: 1 0- 1 8- 1 2 I Sheet No. Project No. 12-1018 D-1 L-r NORTH R. Rz � O�m T� o o \ I o NEW PANERA DUMPSTER ENCLOSURE NEW PARKING TO BE STRIPED AS SHOV1 W/NEW WHEEL STOPS > 4 > > > > > > > $,_o„ PANERA d d m BREAD D > > 6>o SP 1.3 d d D va 4 4. d e e > — -- -- -- --- -- — - -_ a - d , j6 d.� a 4 a'ea J 8. d &/ / — — — — — — _ _\1�I/ /Z�- — — — — _ — — ��/W\ _ — — — -- _MIM — —_T 1 iT da G 4 < d.. Z. _— ----- — —------------- ---_---------L__ .l L — - d > 914. 91_011 9._01. 91.011 �� } DRIVE NEW PARKING R `' T BE STRIPED AS SHOWN 4'z /NEW WHEEL STOPS DRIVE THRU SIGN NEW SHRUBS IRRIGATION CONTRACTOR TO PROVIDE NEW IRRIGA ION PLANS FOR PERMIT DRIVE T RU SIGN I CROSSWALK STRI PING NEW DIRECTIONAL STRIPPING .... >- _ .; >> > > ( IF SITE PLAN NORTH 3/32" = 1 '-0" L\: — IIIIIIIII i :- i j I �I� I I I�. I •. I la I �I I I la �I I I"1 �'I I I I I I I I I I I I I i la I I I I I `•`LL % I I I I I I I I I I I I I I I I I ---r-'• •"_" " I I I I I I I I I I, I I I I I I L- _—L—_—_A_—_—_ ............... O. — j -1 _ �.. I I I I I_ I I I•-- I I I I I I — L-----1--�-- I--L-1---—L--L——L---�—� :.—L— g US 30 / GALL BLVD. I I I I i I I I 4 Jr KEY NORTH -- * 4 PLAN DRIVE THRU SIGN al Proj. Mgr. DMF Job. Capt. DMF Drawn by DMF Revd by STAT- Ftf7RC RB AR0016160 OCT 2 5 2012 � Jo z zoom o Q= ww w �0Q�� D� wU0 =oL`'FW0zzz LJ _ cc v 0 -J =0—zw Q O~ Oz w Oz 0 m = m U 0 I- O (n Q n (n W � Q O Q 0 O � O z 00 0 n — mow� w=E)< o�- mW�z��o�Li�� 0 (f L ��_LLJ <W Q� �zw= �<�� cc ��~w= m �0�ozo��o>o �o Q L�0000c Qzw� -0(-)00a_C L- �n�z vz- Qwo mo=<wQQo �nJ Q Q =Oz Qwm w m X z�zzQoo w<- O z O w o U w w0 z n �vOu�-� LL] U�z 0J=O=(WWzOw< o LLJ 0:� =-o� �~f-W �0a_ x� u�o z QVc �,Z V) Z=0�z� vU W O L W 0 u= O=OIL=O QmU F--<(-)U zuI OQ ©COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: M W � • � M Q (0 J J LL QW0= W W Q N Z(.)N= Q W N &0 Sheet Title M L 0 �L 0 m N L = M 0) wt w• ca N C mi o IN NCu U o v � oLID � E • cu C: 00 m W ft cu E 1 � C O ■0) Q L a-+ W W U O U O Lb m � a L CC SITE PLAN Scale: AS NOTED 10-18-12 Sheet Na. Date: Project No. 12-1018 S P 1 . N.T.S. Proj. Mgr. DMF 1'-6" NHITE ON BLUE 3LACK ON WHITE N/1 /2" LETTERS "D GALVANIZED 'OST '-0" x 2-0" DEEP ;ONCRETE PAD EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE -GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY" OR BEARING BOTH SUCH SYMBOL AND CAPTION SUCH SYMBOL SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. GENERAL CONTRACTOR TO COORDINATE ADDITIONAL LOCAL CODE REQUIREMENT 2 SIGNAGE DETAILS N.T.S. 6' HIGH PAINTED FULLY LOUVERED ALUM. DOORS. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION. SWING SHALL NOT EXCEED 8. 5 IB FOR OPERATION PER 114.13.11 FBC 3/4" STUCCO ON 8" BLOCK WALL PAINTED AND FINISH TO MATCH BUILDING 6" PAINTED BOLLARD DROP PIN RECESS IN CONC. TOP HANDLE TO BE ADA ACCESSIBLE PER 11-4.13.9 FBC 0 0 DUMPSTER ENCLOSURE ELEVATION 3/32" = l '—O" DENOTES EXTENT OF PARKING STALL. 24" AREA BEYOND FACE OF WHEEL rT�n T� nr rnrr �r nniv �r�-rni ir+-ri�nir PARKING DETAILS N.T.S. Job. Capt. DMF Drawn by DMF Rev'd by RB J O Q= z� w U O mw— w_o =off z V) z E�f Q U Q zw�m m O U w- �zwo oocnw �Qw= =o w O oom� z O � U) Q �Qw wm z 0 z w w O U z LLJ 0 z _ U) V U)U�z =mwo Q m U STATE FLORIDA AR0016160 OCT 2 5 2012 z o >- z z m LUo�z�z ww ry w ~ z Q ~ z z w U O z U w ~ z W z z z z wl mo�zo��oo>o n<Un cn wF o a z z o o n z W z E Q 0�- — F--o U�- w�-OF-W �z o�wz�< 0Ld0cn Q z —��~wz z QowUcno�Uw o a_ Uz z o >— w 0o00 <czw~ Of z n U� z w w z z Qzo�zaz=o< �oQ > =U� —�0 o F z zoz oz�r zzQ�zo zQ w oUw w U--—zL,�cn_z = z U U U�— U w Y U O = n U m �~ w D X z= SlwCo n w Q O nUzz01-- UU =mwo=�ozow=U ©COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO ANNEEMEN Revisions: LID W (y); M Q (.0 J J L.L CO J J fr LL J_ _ W < C\J Z Q r' a W a. N =6o Im Sheet Title mommmossJ L O N �L m M M c� N CP N c U_ co N C� o LID 0 . E CU U� E o Q ■� W 0 co y-+ W O � r U O 0 N a 0 L CC DUMPSTER & SITE PLAN DETAILS Scale: AS NOTED Date: 1 0_ .L 181 1 Sheet No. � ��IP�I/I�IRIIIN�II��uLNlf� � Project No I PA lug] SP-1.2 o co Co Z 0 SEE PLAN T.O. SLAB 6" 3000 PSI CONCRETE SLAB WITH FIBER MESH REINFORCING & 6x6/10x10 W.W.F. ON 4" ROAD BASE ON WELL COMPACTED FILL. BROOM FINISH 1/4" PER 12" SLOPE 8X16 CONC. TI BEAM (2) #5 BOTT (2) #5 TOP #3TIES @ 24" O.C. #5 BAR CONT. 1 /2" EXP. JT. MAT ALL SIDES #5 BARS CONT #5 BARS @ 18" O.C. MASONRY WALL NOTES: I. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING @ 16° O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. 3. SOLID GROUT ALL CELLS BELOW GRADE, TYP. 4. BEAM CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 3" CLR — U COMPACTED FILL TYP. EXTERIOR WALL FOOTING VERT. REBAR w/SAME DOWELS IN FOUNDATION. PROVIDE 48 BAR DIA. LAP, SEE PLAN CAST IN PLACE REINFORCED CONCRETE TIE BEAM PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND FELT PROHIBITED) HORIZ. JOINT REINF @ 16" O.C. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6". USE PREFAB. L'S AND TS AT WALL INTERSECTIONS 3000 PSI GROUT FILLED CELL PLACE AND CONSOLIDATE GROUT IN 5 FT. LIFTS MORTAR CROSS WEBS ADJACENT TO FILLED CELLS ASTM C.90 C.M.U.'S FOUNDATION N.T.S. SET FIRST COURSE IN FULL MORTAR BEDDING 4 1 /2" x 4 1 /2" CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. TYP. MASONARY WALL DETAIL CONCRETE COVER SCHEDULE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH OR WEATHER: #6 OR LARGER #5 OR SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS (#11 AND SMALLER) BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) CONCRETE FOR COASTAL EXPOSURES EXPOSED TO WEATHER: WALL & SLABS OTHER MEMBERS 3'1 2" 1 1 /2" 3/4" 1 1 /2" 2'1 2 1 /2" N.T.S. 6" 3000 PSI CONCRETE SLAB WITH FIBER MESH REINFORCING & 6x6/1 Ox10 W.W.F. ON 4" ROAD BASE ON WELL COMPACTED FILL. BROOM FINISH 1/4" PER 12" SLOPE SEE PLAN FOR SLAB DESIGNATION ASPHALT xa X 'I��IIIIIIIIII��III,,,IIIII �� '� �� cN a 1 M 12" 1 #5 CONT THICKENED EDGE (T.E.) U-0" or MIN 12" ABOVE HIGHEST POINT OF CONTAINER; WHICHEVER IS GREATER. VERIFY CONTAINER DIMENSIONS WITH SUPPLIER (9) 6" STL. FILL CONC. BOLLARDS 8x16 FILLED CELL CMU W/ (2) #5 EACH CORNER AND WALL ENDS 8x8 FILLED CELL CMU W/ (1) #5 3/4" STUCCO FINISH TO MATCH ADJ. BLDG FINISH. PAINT PER OWNERS DIRECTION. FINISH ALL EXTERIOR SURFACES, PAINT INTERIOR ONLY. 6" 3000 PSI CONCRETE SLAB WITH FIBER MESH REINFORCING & 6x6/10x10 W.W.F. ON 4" ROAD BASE ON WELL COMPACTED FILL. BROOM FINISH 1/4" PER 12" SLOPE ALIGN EDGE OF SLAB WITH EDGE OF ASPHALT SERVICE ACCESS SWING GATE W/ GATE STOPS AND LATCHES N.T.S. c a MASONRY #5 BAR CONT. L- J III . L-J 1 U 11I `_- 11- JI I GROUT -FILLED CELLS - 3000 PSI (TYPICAL) PROVIDE PREFAB. "L" JOINT REINFORCING AT ALL CORNERS 4 1 /2" x 4 1 /2" CUT MASONRY INSPECTION & CLEAN -OUT HOLE #5 DOWEL PLAN VIEW 3 TYP. MASONARY FILLED CELL DETAIL N.T.S. FILLED CELL, SEE PLAN FOR REINF. (TYP.) III MASONRY MASONRY CONCRETE COLUMN EXTEND JOINT REINF. 6" INTO CONCRETE COLUMN PLAN VIEW (MASONRY LAID BEFORE COLUMN) PROVIDE PREFAB.'? JOINT REINFORCING AT ALL T-INTERSECTIONS PLAN VIEW MASONRY PROVIDE DOVETAIL CONCRETE ANCHOR SYSTEM COLUMN PLAN VIEW (MASONRY LAID AFTER COLUMN) TYP. MASONARY CELL DETAIL N.T.S. Proj. Mgr. DMF Job, Capt. DMF Drawn by DMF STA Revd by R B AR0016160 ` OCT 2 5 2012 J o z z o> o ~ m Q= _ �oo(/z�z w �00< ww =) -�- wUo 1 o0 UWozzz �wo mww0WDf o cl�w=o Qm u~ m U z o � z o o c) <c n un Z w DQ< < m�woz o2�oz000=n wE]< 0 — m �o� �owD � m��mw �oCnLi w �� I- w= Q w [-- = a-,Q�Wo'owooUm>> oco�WU�Q �D 0u-o�ua- z u) IL V) w w o m 0= Q Q? Q _Jwm �o =o -z�z a Q o o z o w Q o W W x DUw0 w z �U�uCY— LL _L 0 LLJ o�Qawua-0n_>_ mz_Dcn LLJ ozwcnwwcn nc� z WQoo UnUzzo�z n u =wwo =wwo=Uo=ow=C) �Qmo <003:z0P -o3:Q ©COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: LO W CO ' j M M Q J E0 LL y� J J Wes= L.L_ J W Q N CC ZU�_ Q W N L O �L 0 Nt M N (4 a) C L cM m Dtm m N 0 INc T N V 0 � Cu 0 Lo 0 � W 4-: a mc •� m U) �/ E 1 � -0 C O cu Q vj N 00 � ai Q r- � O U U) L U-) 0- = U L Sheet Title DUMPSTER ENCLOSURE DETAILS Scale: AS NOTED Date: 10-18-12 Sheet No. Project No. SP-1 . 3 12-1018 �I 1 - -n -I -- --11 1 1 1 1 11 ( r NORTH CONCRETE CURB EXPANSION MATERIAL W/ BACKER ROD & SEALANT 10" i CONCF Q0 � EDGE OF CONCRETE SLAB CONCRETE SLAB W/ DETECTOR LOOP 1 CONCRETE CURB DETAIL 3/8"=1 '-O" <71 CONCRETE CURB DETAIL KEYED NOTES: 1.1 NEW 6" DIAM. CONCRETE FILLED PIPE BOLLARD BY L.L. 1.2 NEW 4" DIAM. CONCRETE FILLED PIPE BOLLARD BY L.L. 1.3 NEW CURBS BY L.L. El L p a I- FT N Ak I I 3' - 83�8 „ 1.1 5' - 23/4 „ 1.1 g' 13/8 " 1.1 5 , 03/8 „ 3' 103/4„ ------------ 18'-3y4" 6" OR 4" SQUARE SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED BLACK SLOPE TOP OF CONCRETE FINISHED GRADE 3,500 PSI CONCRETE 1'-6" BOLLARD DETAIL 1 /2"=1 '-O" Proj. Mgr. DMF Job. Capt. DMF Drawn by DMF Revd by SATE FLORID` RB AR0016160 OCT 25 2012 � �0 0 z z >- 0 F m Q _� 'If �Oov Oz�z 0 Q ww w w�- w w LLI 0 _r- �owuWOzzz mw— w— o= w�Om=�--zW O w O Q m 0 ~ < 0 z o w Z 0> m ~� O n Q n w � w� � 0=DfQOQ owF-0z00u— W Z Q m C) m O D 0yw w V)— m Z 0- 0 O� Z� 0 0mwwm k- =I-- 3: > z w— w I-- Q Q:� w w= w �Q�� of <owozo:fo>o 0— mQ 0�O 0, no0UjQzwi- O?-zw0- V)D mD -w o- uJu ��Z �Z< OF-- U) Ui �Q Qm0��QW� Qf �O QO��z=U) Q W m - U Z �- Z z Q 0 0 z ZLLJ LLJLLJ 0 U=O Z- ww O _w O0 OO Wmmm O_ UQ Z 0 _( O w ImOw OOOw LL] Q wmw�U) wU)-i (n0 Z (f) Q00w nOzz0Z(,n 0 =0--w0 Q m 0 =rYWO=�0=0L- �< 0 0O �, 0 P- 03: Q ©COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: W � > M CV-) J Q -i L.L , Wes= rr LL W Q N T �- Z(�N= a W CL N L 0 0 d' M N (0 m C M M cc N c o u- N N 'c 2 U o ,6CL o0) a) +� o ._ cm C U m E Lry o ■� Q a W 00 W U) r O U O Lf) :3 U N LL Cu Sheet Title ENLARGED PATIO PLAN & DETAILS Scale: AS NOTED Date: 10-18- 1 2 Sheet No. Project No. P — 1 ■4 12-1018 3/8"=1 '-O" J 21 DRIVE THRU SIGNAGE SCHEDULE KEYED NOTES: DT01 1 MENU CANOPY 6'-6" X 7'-8" REFER TO SHOP DRAWINGS - GENERAL: DT03 1 HEIGHT CLEARANCE BAR - REFER TO SHOP DRAWINGS - � �, �� ,✓ 7'-4 3/8"W X 9 1/4'b 1.1 NEW 6" DIAM. CONCRETE FILLED PIPE BOLLARD DT04 1 MENU SIGN X 57"H REFER TO SHOP DRAWINGS - ' 56 1/2"W X 8 3/4"D X 1.2 NEW 4" DIAM. CONCRETE FILLED PIPE BOLLARD DT05 1 PREVIEW MENU SUGN 36"H REFER TO SHOP DRAWINGS DT20 NOTE: ALL DIMENSIONS SHOWN OFF OF DT20 3 DIRECTIONAL SIGN "DRIVE THRU" 3'-6 1/2"W X 8"D REFER TO SHOP DRAWINGS - BUILDING ARE TO FACE OF EXTERIOR u ✓ ✓ u DT271 2 DIRECTIONAL SIGN, DOUBLE FACED "DO NOT 3'-6 1 /2"W X 8" D REFER TO SHOP DRAWINGS FINISH. - ENTER' & THANK YOU' 7'-2y2" p u p p p p 4 p p41 41 4 STAINED CONCRETE ° STAINE pGONCfTt ° STAINED .ONCRETE p b, SC-5 -ERRA COTTA p p SC-5 TERRA COTTA_ ° .,5C-5 TETRA COTTA p ° 4 - .. _ p p p 4 ° 4 p p 4 p p p 4 o b, ... 4 ° p ° ° p p p ° � p p 4 p � I p p ° p ° D _' u' 04 y.. El 4 _ \�/ �/ �," �: � �✓ \l/ U �l _ p 4 � _ ° p - . _ .. p ° . . p Q _ .✓ � . J,'. I �, , �i/ , I z1�. ' � �✓ �:/ � \II' \/ / L N �. �. p - Q °L�l - p cv - p 4 p -- ----- N CN , - ., DT03m4 11. - o N ° 9'-0" LD EQ I EQ I I I I I DT20 co U J, a �� u �:' `,F �✓ �i �I; , `.I,< �✓ F/ ,, � ��` u J' > �F �I/ u v; �/ �i �'- J, �,"� u �l, 15 ENLARGED DRIVE—THRU SIGNAGE 1 /4"=1 '-O" O DETECTOR LOOP CENTERED IN CONCRETE SLAB, 1 '-6" MIN CLEARANCE FOR WIRE MESH, 2'-6" MIN CLEARNACE FOR REBAR REINFORCEMENT 10'-0" 6" CURB SPEAKER POST STUB DETECTOR LOOP CONDUIT SPEAKER POST. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION LANDSCAPING/GREEN SPACE ASPHALT PAVING BEYOND 1 POWER CONDUIT TO BUILDING N SLOPE ................. f .... a 7711 "`�=...�. k . >`.2 y �Q..'� '}mot 'Y, .5, ✓: _�' A, _' '� '„ 1X. ? .y'x�'y C ;.C,� ._s .Y',F 2's v. '�• 'd. a f - ...... �.�r^S h f'•Q LT .. - 5. �!nM 9. �'Sf .w •,_. �! Ly�.�. ro.'�y+ V.�. 1 k F i -DATA CONDUIT TO BUILDING d COMPACTED SUB GRADE, SEE CIVIL DRAWINGS NOTE: REFERENCE ELECTRICAL DRAWINGS & SIGNAGE SHOP DRAWINGS FOR DETECTOR LOOP INFORMATION & INSTALLATION INSTRUCTIONS SECTION AT DETECTOR LOOP IN CONCRETE PAD DETECTOR LOOP CENTERED IN CONCRETE SLAB, 1'-6" MIN CLEARANCE FOR WIRE MESH, 2'-6" MIN CLEARNACE FOR REBAR REINFORCEMENT ASPHALT PAVING BEYOND 10'-C" c� COMPACTED SUB GRADE AT THE DRIVE THRU WINDOW EXTERIOR WALL OF BUILDING Y2" EXPANSION MATERIAL 10" CURB STUB CONDUIT IN DRIVE THRU rl AREA, SEE ELECTRICAL FOR CONDUIT PLACEMENT SLOPE 7 '}r 9q r� SLAB ON GRADE } k 2a zQ �Q � r� r••'S � �� „��. i'f ': �%.Y'3'�i *`-X'?�� 4•.r :,..� :X -} J' :f � Y-, l"Y C, _ - <_ n �I �1 ;t r. ---- CONCRETE FOOTING, SEE STRUCTURAL " Q ( FOR REINFORCEMENT CONNECTION TO DETECTOR LOOP PAD 3/4"=1 '-O" NOTE: REFERENCE ELECTRICAL DRAWINGS & SIGNAGE SHOP DRAWINGS FOR DETECTOR LOOP INFORMATION & INSTALLATION INSTRUCTIONS SECTION AT DETECTOR LOOP IN CONCRETE PAD AT THE DRIVE THRU WINDOW 3/4"=1 '-O" Proj. Mgr. DMF Job. Capt. DMF Drawn by DMF Rev'd by STATE F R B AR OCT 2 5 2012 � �z z z 0M _� z 0 u U z z z w lw w F__ z Q Imo— D' Cn Z LdU0 z0� F=-O�wl~ W ZzZ Mw0zw U0 Q0� 0 E m O Q n 0� 0 w� 0O��OZ�000=cn o'QUQ — (11 m0 � D' w Z E) Q� C� m~z�wO�� L'J�� w z (I 0 w z L- U 0 0� O =ww7DQ w-�n Oo�� _>0, < >-zLJ= � Q O ��~w= �z OO z z0 z0 > 0 w U Q z 0 0 0 0 0_ Q Z W— zz�o wzcn�O�ziwC-�D o f-IL� n oz -�Z< 0 Y O Q LiQ n z Q J Q O Q O Z z w~ >' � Q z m — U z z O z z w Q zz- w xw w 0 U)zv= OUw0UZM�wV7 0 O M zLLIQ�Mz�Ow�=� LiJZ LLJ =zcn cn0 z =zcnwcn IMQ o (f)c) 0�zCn v0 = D w 0 = w 0= 0= 0 w= O Q Q0u z0L-I-0 Q QCOPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: M W � ' � M Q C.� J co LL yy� i J rr LL C� J_ _ W Q Z(�N= a Q W ^^ 1..� N L O •a) c N (� m c L = co co N 0) o U- IN'c 2 N Cu �0) LID a) ti mc U oo �� c: C: `� E �► NN N 00 A.- U) ^� W r O U W 0 O V � CD =3 C N Lo U L_ cc Sheet Title ENLARGED DRIVE-THRU SIGNAGE DETAILS Scale: AS NOTED Date: 10-18-12 sheet No. Project No. SP-1 ■5 12-1018 ",ICI i J, ' ' COUPLING FOR 1 /2" PVC TUBING 1/2" PVC TUBING MAINTAIN 3' OF CLEARANCE ON ALL SIDES FROM REBAR, WIRESCREEN, REINFORCING BARS, ELECTRICAL CABLE AND METAL OBJECTS DETECTOR LOOP PLAN DETAIL A - DETECTOR LOOP SECTION @ MENU BOARD (4) 1 /2" HC PLAN 4" SCH. 40 STEEL PIPE d DIA. CONCRETE FOOTING CLEARANCE BAR ABOVE STEEL PIPE SQ. STEEL uH�)E PLATE HORIZONTAL PIPE ALUMINUM 10" X 10" X 3/4" THICK ESCUTCHEON STEELBASE PLATE W/ COVER NOTE: REFERENCE ELECTRICAL DRAWINGS & SIGNAGE SHOP DRAWINGS FOR DETECTOR LOOP INFORMATION & INSTALLATION INSTRUCTIONS —CENTERLINE TO ALIGN WITH CENTERLINE OF SPEAKER POST/DRIVE THRU WINDOW —CURB (4) 3/4" HOLES J `I o; 1Y2„ PLAN01 �L SPEAKER POST STUB DETECTOR LOOP CONDUIT @ SPEAKER POST. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION POWER CONDUIT FROM INSIDE BUILDING DATA CONDUIT FROM INSIDE BUILDING STUB CONDUIT IN DRIVE THRU AREA, SEE ELECTRICAL FOR CONDUIT PLACEMENT SLAB ON GRADE 6" STEEL SO. TUBE PAINTED ALUMINUM ESCUTCHEON COVER ALIGN TOP OF CONT. PASS-THWITH RU WELD ALIGN TOP OF 12" X 12" X 3/4" THICK TOPTING OF CURB TO STEEL PIPE GROUT FOOTING WITH STEEL BASE PLATE W/ 2' 2y2" BASE TOP OF CURB CONC. PASS-THRU WELD „ TO STEEL SQ. TUBE 3Y4" THICK HIGH STRENGTH 1 6 NON SHRINK NON STAINING o %4" THICK HIGH STRENGTH NON GROUT/,J cn SHRINK NON STAINING GROUT 0 F- ---- - - DRIVE-THRU _ w w DIRECTIONAL SIGN BY SIGN VENDOR ' < II < IF CI 1/2" PVC TUBING 1 �- li. FOR DETECTOR LOOP NI SUPPLIED BY HMI w FORM TOP OF FOOTING o � o u 6" BELOW GRADE TO BLACK 3" X 3" X 1/4" L -� ai ii 1" CONDUITS FOR ALLOW LANDSCAPING ALUM. SQ. TUBE POST o u DATA/POWER FEED TO COVER CONCRETE FOOTING W/ (4) - 1/2" X 36" X 4" THREADLn a 3 3/4" X 36" X 4" THREAD 2 & HOOK J-BOLTS 7" ii ii &HOOK J-BOLT CENTER TO CENTER BOLT it ° (ASTM36) PATTERN 9" ON 4 II PATTERN II it CENTER (4 TOTAL) - ; I I I 0 12x12 REBAR CAGE MADE ^_ I. s ` DIRECT BURIAL ON r u UP OF #3 REBAR; #3 u <. VERTICALS INSIDE THE FREE -FORMED CONCRETE ^--_-� - _-- CAGE. TIE ANCHOR BOLTS FOOTING 1'-6" Qo r TO CAGE J 4 ... 1, o„ SECTION SECTION 2'-0" 24 DIRECTIONAL SIGN FOUNDATION DETAIL 20 FOUNDATION DETAIL CLEARANCE BARtr�l6FOUNDATION DETAIL CANOPY PREVIEW MENU BOARD SIGN BY SIGN VENDOR - 1/2" X 42" ANCHOR BOLT WITH 4" THREAD AND HOOK - 4" EXPOSED FROM CONCRETE HORIZONTAL #3 REBAR; TIE TO ANCHOR BOLTS CONCRETE BASE FOOTING 10PREVIEW BOARD PLAN 1 /2" X 42" BOLT WITH 4' AND HOOK - EXPOS C HORIZONTAL #3 REBAR; TIE TO ANCHOR BOLTS CON BASE FCC,;;;,. LLLYP%1,",. 0- MENU SIGN FOUNDATION ELEVATION DETAIL 12) 5'-6" 1/2" ALUM. 4" DIA HOLE FOR ELEC. FEED (1) 1/2" 120V CONDUIT FOR GUSSETS 93�6 9 16 MENU PREVIEW BOARD J/O FIVLCJ 5/8" ALUM. PLATE CONCRETE BASE FOOTING os 0 o 1'-0" 1'-0" PREVIEW MENU BOARD SIGN BY SIGN VENDOR 2'-43/16, 2,-416„ 4'-8Y„ 0 00 _I 4: w c_ LLJ o �cn _______-__-___-_ __ ___= _ _ Qm n w n - d J 4 /1 4 A o A f: r n. n' y �F 5'-6" ELEVATION )UNDATION ELEVATION DETAIL 8'-3" 4" DIA HOLE FOR ELEC FEED (1) 1" CONDUIT FOR CUMMUNICATION FEED REQUIRED 816" 81y6" (2) 1/2" 120V CONDUIT FOR MENU BOARD AND ORDER CONFIRMATION 0 ' 0 I .. 1 /2" ALUM. GUSSETS 3'-4Y" 1'-0" 1'-0" FRONT OF SIGN 3'-4Y" 1/2" X 42" ANCHOR BOLT WITH 4" THREAD AND HOOK - NOTE: REFERENCE MANUFACTURERS SHOP DRAWINGS PRIOR TO FORMING/POURING BASES TO COORDINATE BOLT PLACEMENT. 6" Co I PREVIEW MENU BOARD SIGN BY SIGN VENDOR 3/" CHAMFER w o' �co 0 O O � m o_ x W _ �w 4" EXPOSED FROM CONCRETE 0 Q xm rr ................ w �— RUBBED FINISH ON ALL EXPOSED CONCRTE. - A HORIZONTALS REBAR; TIE TO ANCHOR BOLTS v y � H I ( I CONCRETE BASE FOOTING 0 0 SECTION 5/8" HOLES 5/8" ALUM. PLATE MENU BOARD SIGN BY SIGN VENDOR CONCRETE BASE FOOTING NOTE: REFERENCE MANUFACTURERS SHOP DRAWINGS PRIOR TO FORMING/POURINC BASES TO COORDINATE BOLT PLACEMENT. MENU BOARD SIGN BY SIGN VENDOR RUBBED FINISH ON ALL EXPOSED CONCRTE. w m _JCD CD 1/2" X 42" ANCHOR BOLT M a� ITH 4" THREAD AND HOOK - 7 1/2" EXPOSED FROM O o w w CONCRETE 2 m x w ... � _ , I II �i o 0 '_ONTAL #3 REBAR; - I f0 ANCHOR BOLTS -TE BASE FOOTING �� c _6� �- I - MIX DESIGN MAX. 4 1/2 SLUMP _ SECTION ENLARGED DRIVE—THRU SIGNAGE DETAILS 3/4"=l'-O" Pro]. Mgr. DMF Job. Capt. DMF Drawn by DMF Revd by STATE FLORIDA___�,- RB AR0016160 OCT 2 5 2012 � J 0 z z o >- 0 ~ m Q _=_ w0o=)CnZ �0w lwI Qw~w z Lw 0 =Ey�wF700Zun F- 0 w z z z D' LJ - w-D O _0� L� LL] = F- - Z Iw cj� Q m mOUz0��z0�0 cn< n un w� z��wOz' �< J cc �ozD � w z o Q w 0 0 0 m O w >~ 00 w o w °nLJ �za_ O 0_ zf-ODO01 0 pf= F O Q F7 0 zz0=z Qzw= ,Q 11� o�0z�-WO~o0<�� wmF- zuU0 a-�zQwOzm o= Qw��-Q r O z JwmQo c0_0 o0 n- w x oQo zoz W0 n z LEO -- z�w U UD-u Y=U U 0 W ZULL �W z J uw= F w C�S� QS�(nJft n n0 z (n wQ 0 cnOzz01zu� OCR =wlw0 =ww0=m0=0L =0 F-Qmu Qc�O�zc��I_O3�Q ©COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: Cr LO p co J m J LL J Q Lu J W L.L Q N _ z U C�V r. a Q W � N U) L O �L � (00 :�Illlllht cc j N (p c L co .N D m -0 N � O " N c ca N Cu LO ti (;) C'ftft �.i � C U m � �/ E _0 O ■ Q L v♦ 0J 00 C Q U) r � O U L N � 0. U L Sheet Title ENLARGED DRIVE-THRU SIGNAGE DETAILS Scale: AS NOTED 10-18-12 sheet No, Date: Project No. SP-1.6 12-1018 ", REVISIONS DESCRIPTION DATE Z Q z z UL,j00 Q f.Y. w 0 Zry Z _ W W J rN Z 0 N o(.0 z 10) W N 0 o0 Zz LLJ m Ln cn rn �w a- X J J L � ' L� J M rO pLLJ CS Q Q Qonit U W Q C zn I Q ��L U m U Qw W SQL �(rn � Q Q �Q� W U ry U M W r Lo 0 0 co CY) W M > co Q r _I Un W Q J I CD _ W Q N Z U d- N = ~ a. W N SCALE: AS NOTED DRAWN BY: NR CHECKED BY: PRINT DATE: 10.15.2012 E-1 REVISIONS DESCRIPTION DATE Z Q z Q z s- w m-t Q Q V w Z_ ry _ W W .I IN z c� N o W N p N cy) 00 d- Zz U 4- (� L Ocn m D U w m a_ > L� uim (2 lip rM p O O� ZQ Q U W Q Q: Z aim U m ZQ QU _ Q Ld ,� m Q LLJ warn Q or- (Y Q CO � a ry W mLo W L � ■ Q M CY) W cy) J LL Ir- �0Z�t�_j Cn W Q L-(D_ W Q Cv z U d- Q 04 _ w N SCALE: AS NOTED DRAWN BY: NR CHECKED BY: PRINT DATE: 10.15.2012 E-2 I '% K S C A L E 3132" =1' - Q" CONNECT TO THE EXISTING i MAIN SEWER LINE, CONTRACTOR i TO VERIFY EXACT SIZE i AND LOCATION 0 SITE. 4" SANITARY LINE Co uj I I ( c d TENANT SPACE NOT IN CONTRACT 4' SANITARY LINE CAP 4' SANITARY LINE STUBBED UP & CAPPED FOR FUTURE USE !-WAY O O -yyq O O 2-WAY 4' R NE CO 4' GREASE LINE � 1 - — -- 4" GREASE LINE CO 1250 GALLONS CO 1250 GALLONS CO I STUBBED UP & GREASE INTERCEPTOR GREASE INTERCEPTOR I CAPPED FOR I i FUTURE USE W 'N kN AM Arm t, m ------------------------- -. - r� S C A L E 3116'"=1'-off TENANT SPACE NOT IN CON 1RAC 1. w WATER METER 1 1 1 1 1 1 1 i 1 UI `� cq l 1 1 1 1 1 1 1 Ix /x 1 1 i i 1 1 1 1 1 1 1 1 1 � U ' cl l 1 1 1 1 2" WATER LINE STUBBED UP & CAPPED ABOVE CEILING FOR FUTURE USE CAP Epa. CW r CW SEE SITE PLAN FOR CONTINUATION o 2" BACKFLOW P4 PREVENTER 1 _ ao m 1 m it ' N ~ W 1 ° 1 1 ° 1 yid I t, ° d 1 R 0 w I 0 N m0 I .N ® I VO U N h° o� � m a 0 m � m � 0 n � m �o ° m Id o N TO � U W a a zn_ 0 0 h o� REVISIONS�� DESCRIPTION DATE Z Z cv U j � �CLd00- cc� r-a Q L.L V Z z_ _ IW IW N Z r7 U cV p co/nn O Lo O D � m 5 Lo 12 `) a) a- W n > ui J m ro p Cj Q Q UOrr� U w Q CL z n I Q a�� 0.' W = _ ~ Lf) W1UQLLJ � m � < 'Lc) o c J)-) < Q w (:2 W U LiJ J W CM W M J J Q m U) J Q W Q J LL (D = W Q N z U :I- �- Q � _ n CL W N SCALE: AS NOTED DRAWN BY: NR CHECKED BY: PRINT DATE: 10.15.2012 p - 1 w�S a u GENERAL PLUMBING NOTES PLUMBING FIXTURES SHALL COMPLY WITH (F.B.C. 2010 PLUMBING TABLE 604.4) NO HOT WATER WITH A TEMPERATURE HIGHER THAN 140' TO DISCHARGE INTO SANITARY. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED, REFER TO ARCHITECTURAL THE DEVELOPED LENGTH OF HOT WATER PIPING FROM THE SOURCE OF HOT WATER PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT, SUPPLY TO THE FARTHEST FIXTURE SHALL BE LESS THAN 100 FT. ETC. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. RESTROOMS SHALL COMPLY WITH (F.B.C. 2010 BUILDING SECTION 13-412.1.ABC.2.5.2) ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST EDITIONS OF THE NATIONAL, THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. ON THE LEFT SIDE OF THE FIXTURE. (F.B.C. 2010 PLUMBING 607.4) THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE ALL INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK THEMSELVES WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS AND STANDPIPES SHALL REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. BE TRAPPED AND VENTED AND SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. ALL INDIRECT WASTE PIPING THAT EXCEEDS 2 FT IN DEVELOPED LENGTH MEASURED ALL MATERIALS SHALL BE NEW AND FREE OF NOTICEABLE DEFECTS. HORIZONTALLY, OR 4 FT IN TOTAL DEVELOPED LENGTH, SHALL BE TRAPPED. (F.B.C. 2010 PLUMBING 802.2) ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY ALL DEVICES INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECT TO THE OPERATIVE AND ACCEPTED BY THE ENGINEER/ARCHITECT AS SUCH. WATER SUPPLY SYSTEM SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. (F.B.C. 2010 PLUMBING 608.3) ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START MATTER AND, DISINFECTED PRIOR TO UTILIZATION. (F.B.C. 2010 PLUMBING 610.1) OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES. ALL EXISTING PLUMBING SHOWN ON THE PLANS IS ESTIMATED AND MAY HOT WATER AND DRAIN PIPES UNDER SINKS AND/OR LAVATORIES SHALL BE INSULATED NOT BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, THERE SHALL BE NO PLUMBING PRIOR TO COMMENCING WORK. SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (F.B.C. 2010 BUILDING 11-4.19.4 PROVIDE A MINIMUM PITCH OF 1/8" FOR 3" OR LARGER PIPES, 1/4' PITCH FOR LESS & 11-4.24.6) THAN 3" PIPES. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. SHUTOFF VALVE SHALL BE INSTALLED ON THE WATER SUPPLY PIPE TO EACH APPLIANCE OR MECHANICAL EQUIPMENT AS PER (F.B.C. 2010 PLUMBING 606.2.3) PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. AN OPEN VENT TERMINAL FROM A DRAIGAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK — CLOSING VALVES BENEATH ANY DOOR, OPENABLE WINDOW, OR OTHER AIR INTAKE OPENING OF THE ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED BUILDING OR OF AN ADJACENT BUILDING, AND ANY SUCH VENT TERMINAL SHALL NOT WITHIN AN EFFECTIVE RANGE OF THE QUICK — CLOSING VALVE. ACCESS SHALL BE BE WITHIN 10 FEET HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS AT LEAST 2 PROVIDED TO WATER HAMMER ARRESTORS. FEET ABOVE THE TOP OF SUCH OPENING. (F.B.C. 2010 PLUMBING 904.5) PROVIDE 1/2' COLD WATER TRAP PRIMER FOR ALL DRAINS FROM THE NEAREST PLUMBING FIXTURE, WHERE APPLICABLE. I— — — — — — — — — — — — — — — L— — — — — — — — — — — — — — J MESH REINF. PLAN - TYPE B-1 CAST IRON MANHOLE FRAME #5 ® 7" CC TRAFFIC LID 7" THICK AND COVER, LABELED "GREASE TRAP" (FRAME 110 Ibs., COVER 130 Ibs.) ON MINIMUM 3 COURSES OF BRICK (MANWAY /#4 CAD 9" C.C. EXTENSION) TO FINISHED GRADE. 12" ° a r7 I N FLU ENT �' t I — — 2 1 f2„ D $„ ELEVATION FINISHED GRADE 1'-6" ALL AROUND -2—#5 ALL AROUND EFFLUENT PROVIDE UPSTREAM AND DOWNSTREAM CLEANOUT (SEE DETAIL) AND ADDITIONAL EFFLUENT CLEANOUT WHEN REQUIRED BY DERM, ETC. PRE -CAST GREASE INTERCEPTOR (TRAP) DETAIL N.T.S. TEST COCK (TYPICAL) SHUT—OFF VALVE STRAINER (TYPICAL) � SUPPLY � TO TO BUILDING REDUCED PRESSURE BACKFLOW PREVENTER DOUBLE CHECK VALVE "WATTS" SERIES #909 GRADE SUPPORT AS REQUIRED CW SUPPLY LINE NOTES: 1. VERIFY LOCATIONS OF EXISTING WATER AND SANITARY SUPPLY CONNECTION POINTS WITH CITY OR LOCATE ON EXISTING SITE. 2. VERIFY EXISTING SIZES AND INVERTS OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW WATER AND SANITARY LINES. 3. ALL INTERIOR POTABLE WATER SERVICE PIPING TO BE COPPER TYPE K OR L ANY SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. 4. ALL HOSE BIBBS TO HAVE SHUT OFF VALVES AND VACUUM BREAKERS. 5. MAIN WATER SERVICE TO BE SIZED PER PLANS. BACK FLOW PREVENTER NTS PIPE MAY EXTEND I I AS WASTE OR VENT. PROVIDE CLEANOUT TEE I I WITH SCREWED COUNTER— I I SUNK ABS PLASTIC PLUG: I I TAPERED —THREAD WITH J TFE JOINT COMPOUND. —„—_ WHERE CLEANOUT TEE 11 IS CONCEALED IN A CHASE OR PARTITION, I i PROVIDE A ROUND 18 I I GAUGE STAINLESS STEEL I I COVER WITH BEVELED I I EDGES AND FLATHEAD I I MACHINE SCREW. I I I I .. , d d ..• CONCRETE HUB AT FLOOR FLOOR RISER LENGTH SLAB. AS REQUIRED CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE EXTENSION IF REQUIRED. LONG SWEEP AT END OF LINE OR COMBINATION WYE AND EIGHTH BEND IN ---- ��-7\ DIRECTION RUN OF LINE. II I I _--- �J OF FLOW WALL CLEANOUT NTS NOTE, HANGER SPACING SHALL CONFORM TO TABLE 308.5 (F.B.C. 2010 PLUMBING) HANGER LOCKING NUT SUPPORT NUT ~— ROD �� SUPPORT NUT HEAVY DUTY CLEVIS HEAVY DUTY CLEVIS HANGER HANGER PIPE VAPOR BARRIER INSULATION . . .� . . 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT CLEVIS HANGER LEAST 8" LONG SINGLE H❑RIZ❑NTAL RUNS NO VAPOR BARRIER INSULATI❑N CLEVIS HANGER SINGLE H❑RIZ❑NTAL RUNS WITH VAPOR BARRIER INSULATI❑N WELDS WEB MEMBERS ONE ANGLE ON EACH HANGER NUT SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL BENT STRAP 1-1/2" JOISTS BETWEEN PANEL 3/16" OVER VERT. LESS OF ANGLES POINTS. SIZE FOR LOAD BOTTOM CHORDS OF STEEL JOIST STEEL J❑IST HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP 00 —00 0 —, °^ g °iO , , °�8° $°_$0 e.8° 00 0 BEAM °aa—a A '°—°e�e . ,. a oa a ap—a °ap—aa— p a— — BEAM CLAMP INSERT NUT HANGER ROD CONCRETE INSERT = STEEL BEAM — CHANGER ROD. = SIZE AS REG. PIPE SUPPORT DETAIL (FOR SANITARY & WATER PIPING) NTS GAS NOTES &CALCULATIONS EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED "GAS" IN BLACK LETTERS. THE MARKING SHALL BE SPACED AT INTERVALS NOT EXCEEDING 5 FEET. *NOT REQUIRED ON STEEL PIPE OR PIPE LOCATED IN SAME ROOM AS EQUIPMENT SERVED. GAS PIPING TO BE INSTALLED BY LICENSED CONTRACTOR UNDERGROUND GAS PIPING TABLE 402.4(20) — NATURAL (F.B.C. 2010 FUEL GAS) POLYETHYLENE PLASTIC PIPE INLET PRESSURE: 2.0 P.S.I. PRESSURE DROP: 1.0 P.S.I. SPECIFIC GRAVITY: 0.60 ABOVEGROUND GAS PIPING TABLE 402.4(3) — NATURAL (F.B.C. 2010 FUEL GAS) SCHEDULE 40 METALLIC PIPE INLET PRESSURE: 2.0 P.S.I. PRESSURE DROP: 1.0 P.S.I. SPECIFIC GRAVITY: 0.60 CONNECT TO THE EXISTIP SANITARY LINE, CONTRACT TO VERIFY EXACT SIZE AND LOCATION 0 SITE. SANITARY & GREASE SOMETRIC 4' SANITARY LINE CAP STUBBED UP & CONNECT TO THE MAIN 8� CITY WATER SLINE,VERIFY / 0j511!�%' LOCATION 0 SITE. NOTE: ' COORDINATE TRENCHING FOR NEW 2" CW WATER `. LINE WITH NEW 6" NEW 2" LINE FIRE SPRINKLER LINE. TO BE INSTALLED > BY CITY OF ZEPHYRHILLS / \ 2' BACKFLOW WATER ��' �� PREVENTER METER 12" iCw ��. C 2" WATER LINE STUBBED UP & CAPPED ABOVE CEILING FOR FUTURE USE WATER ISOMETRIC - SCALE: N.T.S. SHUT—OFF VALVE 2 / NEW GAS METER TO BE INSTALLED G� U I BY GAS COMPANY I NOTE: 2" GAS LINE STUBBED of ALL UNDERGROUND GAS PIPING SHALL &CAPPED ABOVE BE POLYETHYLENE PLASTIC PIPE. CEILING ALL ABOVEGROUND GAS PIPING SHALL I �' BE SCHEDULE 40 METALLIC PIPE. V �' GAS VALVES TO BE READILY ACCESSIBLE GAS CONTRACTOR TO VERIFY ALL THE EQUIPMENT SPECIFICATIONS PRIOR TO INSTALLATION AND TO NOTIFY ENGINEER WITH ANY DISCREPANCIES GAS ISOMETRIC SCALE: N.T.S. 4' GREASE LINE STUBBED UP.& CAPPED FOR FUTURE USE MIN. SLOPE (INCH PER FOOT) 2 1/2 OR LESS 1/4 3 TO 6 1/8 8 OR LARGER 1/16 REVISIONS DESCRIPTION DATE Z Z Q cp y e.r C`1 C� 11 j a' naid' cis cat Q � IY V Z 0 CD W W N Z CD N p c0 w N CD00 Ln rn d c � Ld O °° J > 0 LL ui m rr) p J �Q CDU Z Q F- n W < a— Z Z aJo Q ~�L Ln D m QW Q I D 3:Q� CD �' IY Of w U �w J W r ■ 0 M WcoJ --i M �"L m T_ _j 4t VJ J J W LL V W Q N Z U ...L� W N SCALE: AS NOTED DRAWN BY: NR CHECKED BY: PRINT DATE: 10.15.2012 P-2 REVISION? DESCRIPtfON ATE z z N CO r # C�8 b Z Q) Z� Z_ roamW wommi iN Z_ zi CO zttz LO c O ` m :D L Li J 0 0 W Li ujJ m n 0 CD- Cti Q U O to w ` QM Z Q H�L _ 0 Q U < < 3:Qrn < 0 ry ''^^ C� W L n U V ry W m W f qll- LO ry Q M CM W M J � 00 LL Q r- J It J _I Q w Q W Q N ry z U d- Q CN _ W N SCALE: AS NOTED DRAWN BY: NR CHECKED BY: PRINT DATE: 10.152012 FP-1 NFPA 13 - 2007 EDITION 24.2 ACCEPTANCE REQUIREMENTS. 24.2.1 - HYDROSTATIC TESTS. 24.2.1.1 - UNLESS PERMITTED BY 24.2.1.2 THROUGH 24.2.1.6, ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI (13.8 BAR) AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2 HOURS. 24.2.1.2 PORTIONS OF SYSTEMS NORMALLY SUBJECTED TO SYSTEM WORKING PRESSURES IN EXCESS OF 150 PSI (10.4 BAR) SHALL BE TESTED AS DESCRIBED IN 24.2.2.1 AT A PRESSURE OF 50 PSI (3.5 BAR) IN EXCESS OF SYSTEM WORKING PRESSURE. 24.2.1.3 WHERE COLD WEATHER WILL NOT PERMIT TESTING WITH WATER, AN INTERIM AIR TEST SHALL BE PERMITTED TO BE CONDUCTED AS DESCRIBED IN 24.2.3. 24.2.1.4 MODIFICATIONS AFFECTING 20 OR FEWER SPRINKLERS SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE. 24.2.1.5 WHERE ADDITION OR MODIFICATION IS MADE TO AN EXISTING SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL BE ISOLATED AND TESTED AT NOT LESS THAN 200 PSI (13.8 BAR) FOR 2 HOURS. 24.2.1.6 MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE 2009 FLORIDA STATUTES/ CHAPTER 633/ FIRE PREVENTION AND CONTROL PERSONS CERTIFIED AS A CONTRACTOR I, CONTRACTOR II, OR CONTRACTOR IV UNDER THIS CHAPTER MAY DESIGN FIRE PROTECTION SYSTEMS OF 49 OR FEWER SPRINKLERS, AND MAY DESIGN THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF THE ALTERATION CONSISTS OF THE RELOCATION, ADDITION, OR DELETION OF NOT MORE THAN 49 SPRINKLERS, NOTWITHSTANDING THE SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM. CONTRACTOR -DEVELOPED PLANS MAY NOT BE REQUIRED BY ANY LOCAL PERMITTING AUTHORITY TO BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. .MOUNT WHICH I 95 DEG CABINET BOX SI 22 GAUGE SHEE WITH 19 GAUGE METAL COVER PAINT WITH RED ENAI.,__ INSIDE AND OUT AND LABEL 2009 FLORIDA STATUTES/ CHAPTER 633/FIRE PREVENTION AND CONTROL PERSONS CERTIFIED AS A CONTRACTOR I, CONTRACTOR II, OR CONTRACTOR IV UNDER THIS CHAPTER MAY DESIGN FIRE PROTECTION SYSTEMS OF 49 OR FEWER SPRINKLERS, AND MAY DESIGN THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF THE ALTERATION CONSISTS OF THE RELOCATION ADDITION OR DELETION OF NOT MORE THAN 49 SPRINKLERS, NOTWITHSTANDING THE SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM. CONTRACTOR -DEVELOPED PLANS MAY NOT BE REQUIRED BY ANY LOCAL PERMITTING AUTHORITY TO BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. SPARE SPRINKLER CABINET WRENCH ,• y A v System No. C-AJ-1184 SECTION A -A - F Rating -- 3 Hr T Rating -- 0 Hr 1. Floor or Wall Assembly -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks'. Floor may also be constructed of any min 7-1/2 in. thick UL Classified hollow core Precast Concrete Units*. Max diam of opening is 14 in. when concrete floor or wall is used and max 7 in. when recast concrete units are used. P 9 P See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through -Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firesto system. The 9 PP , 9 Y Y P Y annular space between pipe, conduit or tubing and periphery of opening shall be min 0 in. (point contact) to max 3-1/4 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe-- Nom 10 in. diam (or smaller) castor ductile iron pipe. C. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing -- Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 4 in. diam (or smaller) regular (or heavier) copper pipe. 3. Forms -- (Not Shown, Optional) -- Used as a form to prevent leakage of fill material during installation. Forms to be rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to accommodate the required thickness of fill material. Forms to be removed after fill material has cured. Additional forming material may be used concrete block wall is penetrated. A min 1/2 in. thickness of min 4 pcf mineral wool batt insulation is firmly packed into the annulus as a permanent form and recessed from both surfaces of the wall as required to accommodate the required thickness of fill material. 4. Fill Void or CavityMaterial" -- Sealant -- Min 1 in. thickness of fill material applied within the annulus. At the point contact location between PP through penetrant and concrete, a min 1/2 in. diam bead of fill material shall be applied at the concrete through penetrant interface. When precast nits are h fill material shall be installed within annular space, flush with lower surface of floor. When concrete block wall is concrete u e used, the I e po penetrated, a min 1 in. thickness of fill material shall be applied within the annulus flush with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS605 or FS-ONE Sealant 'Bearing the UL Classification Mark Reproduced HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. FIRESTOP SYSTEMS March 12, 1999 C CONCRETE SLAB L-2—HILTI X—ZF 32 P8 POWDER ACTUATED PIN CPVC PIPE (3/4'-2") TOLCO FIG. 23 2—HOLE STRAP TYPICAL #07—PDM HANGERS NO SCALE SCONE OF UJOIRK —NEW SYSTEMS TO PROVIDE PROTECTION TO NEW TENANT ALL MODIFICATIONS TO COMPLY WITH NFPA 13 CURRENT EDITION. 1. PLANS PREDICT INTENT LAYOUT, MINOR FIELD ADJUSTMENTS MAY BE REQUIRED. 2. ALL FIELD ADJUSTMENTS SHALL BE IN ACCORDANCE WITH NFPA 13 CURRENT EDITION & THE A.H.J. FIRE MARSHAL, 3. THIS IS AN EXISTING BLDG W/ A NEW WET FIRE SPRINKLERS 4. ALL MEASUREMENTS ARE CENTER TO CENTER. 5. CONSTRUCTION TYPE IS OF CONCRETE TEE AND CEILING TILE. 6. ALL PIPING TO BE FAB. AT THE FIELD. 7. ALL REMOVED HEADS NOT BEEN USE, OUTLET WILL BE CAP HANGER LOCATON DETAIL PIPE SIZE A B* C 1" 3'-0" MAX. 12'-0" MAX. 3" MIN. 114" 4'-0" MAX. 12'-0" MAX. 3" MIN. 114"-8" 5'-0" MAX. 15'-0" MAX. 3" MIN. A B* c SPRINKLER HEAD STEEL PIPE LHANGER RING * MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES 2 F Rating —1 and 2 Hr (See Item 1) SECTION A -A T Rating — 0 Hr 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board" - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 3-1/2 in. 2. Metallic Sleeve Optional - Nom 3-1/2 in. (or smaller) cylindrical sleeve fabricated from min 0.016 in. thick (28 gauge) galy sheet steel and having a min 1-1/4 in. lap salong longitudinal seam. Length of sleeve to be installed flush with wall surfaces. 3. Through Penetrants - One nonmetallic pipe installed within the firestop system.. Pipe may be installed at an angle not greater than 45 h f wall assembly. The s between pipe and periphery of opening degrees from perpendicular. Pipe to be rigidly supported on both sides o y pace etw p p p p y p g shall be min 1/4 in. to max 11/16 in. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. diam (or smaller) Schedule 40 PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. 4. Fill, Void or Cavity Materials` -Sealant- For 1 hr F Rating, min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. For 2 hr F Rating, min 1-1/4 in. thickness of fill material applied within annulus, flush with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant *Bearing the UL Classification Mark Reproduced HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. 0��0 FIRESTOP SYSTEMS March 12, 1999 C@US 6 INCH FIGURE 513 RISER MANIFOLD FIRE SPRINKLERS FLOOR PLAN S C A L E N.T.S. TYPICAL HANGER NO SCALE 1 -- All Thread Rod 1 -- Ring 1 -- Top Beam Clamp SITE PLAN. SCALE:N. T. S. 7/16" (11,1 mm) ESCUTCHEON * NOMINAL PLATE SEATING SSUDEFLECTOR MAKE -IN NPT SURFACE 6* J— 5 7/16" (11,1 mm) -_ 2-3/16" 4 NOMINAL (55,6 mm) MAKE -IN 2 1-1/2" 2-3/16" (55,6 mm) WRENCH (38,1 mm) 3 � � FLATS " 1 1/2" NPT SSP DEFLECTOR* �— 2-7/8 (73,0 mm) DIA. --I CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT STYLE 10 or 20 RECESSED ESCUTCHEON FIRE SPRINKLERS HEAD LEGEND SMB. QTY. MODEL SIN TYPE RESPONSE HAZARDi K FACTOR ELEMENTiSIZE TEMP COLOR A/C e 47 TY-FRB TY3131 NEW UPR HEAD OR LH/OH 5.6 1 3 mm Bulb 1119 1 155 BRASS NFPA TOTAL 47 NEW ON THIS AREA CONC. SLAB 3/8" Drop —In Anchor, :A.. Rod, Nut &Bolt STEEL I BEAM a e OR BAR JOIST (Conc. Tee) 3/8" Eye —socket DROP IN ANCHOR 3/8" Rod ALL THREADED / HANGER ROD J Ring Hanger D7T Pipe GENERAL NOTES: 1-THIS IS A NEW TWO STORY BUILDING TO BE FULLY SPRINKLERED. 2-TO BE DESIGNED PER NFPA # 13 2007 EDITION FOR LIGHT HAZARD OCCUPANCY. 3-TO BE HYDRAULICALLY DESIGNED TO A .10 ON SEATING AREA AND .15 ON SERVICES AREA DENSITY OVER 1500 OR 2000 SQFT WITH 100 AND 250 gpm HOSE ALLOWANCE. 4-ALL MATERIALS TO BE UL LISTED AND/OR FACTORY MUTUAL APPROVED. 5-INSTALLATION TO BE IN ACCORDANCE WITH NFPA-13 2007 ED. AND THE AUTHORITY HAVING JURISDICTION. 6-ALL PIPING SHALL BE PRESSURE TESTED AT 200 psi FOR 2 HOURS AS PER NFPA-13 2007 EDITON. 7-ALL ELECTRIC WIRING TO BE DONE BY OTHERS. 8-ALL CONTROL VALVES SHALL BE PROPERLY IDENTIFIED AND ELECTRONICALLY SUPERVISED PER NFPA-13, SECTION 2-7. 9-FIRE SPRINKLER SYSTEM TO BE CENTRALLY MONITORED (BY OTHERS) . TIED IN TO FIRE ALARM SYSTEM (BY OTHERS) . 10-SPARE SPRINKLERS SHALL BE PROVIDED PER NFPA-13 2007 ED. 11-FIRE SPRINKLER DEFLECTOR SHALL BE NO MORE THAN 12" FROM CEILING. 13-MAIN PIPING TO BE BLACK SCH. 10 WITH ROLL GROOVED ENDS UTILIZING GROOVED COUPLINGS & FITTINGS, OUTLETS TO BE WELDED. WITH R GROOVED 14-LINE PIPING TO BE ALLIED "XL" OR "DYNAFLOW W ROLL OVED ENDS UTILIZING GROOVEDCOUPLINGS & 0 G FITTINGS UNLESS CPVC IS USED. 15-FORWARD MATERIAL AND TEST CERTIFICATES TO POMPANO BEACH FIRE RESCUE AT COMPLETION OF PROJECT. 3/4' ALL 'J' BOLT TIE BOLT HEX NUT WASHER UNDERGROUND STUB UP W/ ROD ONO V4' I MAN Fri —FLOW SYMCH FACE OF M.DQ SYSTEM SHUT-OFF VALVE W/ TAMP. ON. u IMUP 9' U.C;I PPNQ NEW RISER DETAIL -No wAL,E NOTI= ALL R'PM Arm ooMPON13iM ME NEW swymo Call 48 hours before you ch y g It's the Lawl 1-800432-4770 Sunshine State One Call of Flodift, Ino. J > }2 WW J2 LLL,..BI J2 LL ~ Q > Q > ~ = U WN W �0; to o J WV) w I- I-(N OW W OW M OW LLLJ Q W 07 O- (D r d } C- O Z a Q Q a Z LL_ O~ O LJi CL I I I a a GRADE SYMBOL LEGEND NEW PIPING — — — EXISTING PIPING �HHF PIPING TO BE REMOVED O MECH—T Z---EXISTING RISER FOR HEADS DETAILS SEE FIRE SPRINKLERS HEADS LEGEND 0 GENERAL NOTES I. DESIGN & INSTALLATION TO BE PERFORMED IN ACCORDANCE WITH NFPA 13, AND LOCAL AUTHORITIES. 2. ALL FIRE SPRINKLER DEVICES TO BE UL LISTED AND/OR FM APPROVED. 3. FIRE SPRINKLER SPACING TO BE PER NFPA 13 AND REQUIREMENTS FOR OCCUPANCY. 4. ALL PIPING IS DETERMINED BY NFPA 13 AND LOCAL AUTHORITIES SEE HANGER DETAIL FOR MORE INFO. 5. HANGERS TO BE IN ACCORDANCE WITH NFPA 13 AND LOCAL AUTHORITIES. 6. HEADS TO BE PLACED IN CENTER OF TILE UNLESS NOTED OTHERWISE. TOP BEAM CLAMP ALL THREADED I LOCK NUT HANGER ROD NUT ADJUSTABLE SWIVEL 8CiEDULe ALL THREADED LOOP HANGER 1. NEW BRANCHUNE OR MAIN HANGER ROD \ 2.NEW MECH TEE 2 (SIZE VARIES. SEE PLAN) PIPE 3.SPRINKLER HEAD SPRINKLERS) DETAIL N.T.S. GENERAL UNDERGROUND NOTES Pipe Riser Clamp. --Clamp With Bolt And Nut Asumb. RISER CLAMP Y 1) ALL DEDICATED UNDERGROUND FIRE MAINS FROM POINT OF SERVICE TO BUILDING TO BE INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR (CLASS 1, 2, OR 5) . 2) INSTALLATION TO BE IN ACCORDANCE WITH NFPA-24, 2007 ED:iTION. 3) ALL UNDERGROUND MATERIALS SHALL BE UL LISTED FOR FIRE PROTECTION SERVICE & COMPLY WITH AWWA STANDARDS. 4) ALL UNDERGROUND PIPING TO BE BURIED TO A MINIMUM OF 30" BELOW FINISH GRADE, AND 36" UNDER A DRIVE WAY. 5) ALL JOINTS TO BE PROPERLY RESTRAINED BY MEGA -LUG JOINT RESTRAINT SYSTEM. 6) ALL PIPING & LEAD-INS TO BE FLUSHED PER NFPA BEFORE CONNECTION TO INSIDE SPRINKLER SYSTEM. 7) PIPING AFTER POINT OF SERVICE TO BE BLUE BRUTE C-900 CLASS PVC WITH MECHANICAL JOINT FITTINGS. 8) MAINTAIN MINIMUM CLEARANCES OF T-6" IN FRONT OF AND TO THE SIDES OF A FIRE HYDRANT OR FIRE PROTECTION APPLIANCE, WITH A T-0" CLEARANCE TO THE REAR. SUCH FIRE HYDRANT OR FIRE PROTECTION APPLIANCES SHALL BE MAINTAINED READILY VISIBLE AT ALL TIMES EXAMPLES OF OBSTRUCTIONS INCLUDING BUT NOT LIMITEDTO: ANY POST, FENCE, VEHICLE, GROWTH, VEGETATION, TRASH OR STORAGE OF OTHER MATERIALS. NFPA 1, 2003 EDITION - CHAPTER 18 IF APPLICABLE. Background on Common Ground Alliance • Common Ground Alliance originated as an extension of the Common Ground Study. The Common Ground Alliance (CGA) was created in 2000 after the U.S. Department of Transportation released a study addressing the best practices relating to damage prevention. The study, released in 1999, was never intended to be a fixed model, but to evolve as experts learn more and technology advances. The CGA was formed by a federal mandate to continue the development of best practices for damage prevention. CGA is a member -driven organization with more than 1,400 individual members, member organizations and sponsors in 15 stakeholder groups that comprise the underground utility and damage prevention industry. g P P g Y g P Y These groups include excavators, locators, road builders, electric, telecommunications, oil, gas, railroad, one call centers, public works, equipment manufacturing & suppliers, state regulators, insurance & engineering/design and emergency services. • Common Ground Alliance promotes effective damage prevention practices. From its inception, CGA has promoted effective damage prevention practices in order to ensure public safe environmental protection and the integrity of services. To achieve these P tJ'� P g Y goals, CGA fosters a sense of shared responsibility for the protection of underground facilities; supports research; develops and conducts public awareness and education programs; identifies and disseminates stakeholder best practices such as those embodied in the Common Ground Study; • and serves as a clearinghouse for damage data collection analysis and dissemination. g � Y The CGA also works with industry stakeholders and regulators to produce stronger, more effective results through partnership, collaboration and the pursuit of common goals in damage prevention. The Common Ground Alliance CGA will work with its 1,400 individual members member organizations, sponsors 811 campaign national launch partners to g P reach target audiences. The designation of a national 811 "Call Before You Dig" number provides CGA with a unique, once -in -a -lifetime opportunity to focus national attention on the importance of calling before digging. CGA will work with its entire network and its national launch partners to reach all aspects of the digging world and educate them on the relevance of 811. 6" POST "`" .. I INDICATOR 30" MIN. VALVE _'\ —i 6" C-900 B" C-900 PIPE PIPE 1713 BACKFLOW PREVENTOR & PIV DETAIL N.T.S. 1WELD-0-LET 1" PIPE CONNECT TO THE SYSTEM REMOTE (FAR) LINE OF TREE 1'90' C.I. ELL CONVENIENT TO AN EXTERIOR WALL d: A GOOD LOCATION FOR 1 • PIPE ACCESS TO 1' INSP. TEST VALVE 1" GLOBE VALVE 'oi i' PIPE io NOTE: THIS CAN ALSO BE USED 1'90' C.I. ELL FOR AUXILIARY DRAIN \ REMOVE BUSHING IF NECESSARY <11 w Q z O x4 P. -4 cn Q o� vj � w w E > v) Q Q o w Q w E-� w O a g p" w � z � O w w � Z O w Q v w � z x Q w H z � O � H � z � z O O W Q w a H O (Dw a P,� E a O H � � U (D r� V� H Q � dU z � H ry U (D z z z V) H Z H v) two Pa N O EXTERIOR WALL 1" SIGHT GLASS 1'45' GAILY. ELL W/ 1' x 1/2' OR 1' x 3/4' BUSHING W/ SAWED OFF HEAD W/ ORFICE SIZE EQUAL TO THE SPRINKLERS USED INSPECTOR'S TEST CONNECTION DETAIL FOR TREE SYSTEMS INSP—TEST—TREE—W—SIGHT—GLASS N.T.S. REVISIONS DESCRIPTION DATE L )C-4 \ n� Z z_ LiJ LLJ N z_ CD N Q CO O LO 0') 00 0 m c/) 0) 1�4 w IZ X > W w __J LL a- L� J (0 m O U �� W Z a z QJO Q HL'-In wW`� l m Q I W ~ --,1-`�' � LO Q Q 0 0-) Q 11� Q Q W (0:2a U W ca J W UD i— CO M W co> J J LL W Q N O ZU�-� W N SCALE: AS NOTED 0RZ4UIN BY: NR CHECKED BY: PRINT DATE: 10.15.2012 FP-2 SITE MAP_ 01T7 "BAN NiER SLIP PE IED AND I:"•iSTAI'.ED BY G' %,vITHIN 3 kNEEK OF yr-1MOT l lr jib STA07 CONTACT MANDEVILLE SIGNS FOR ORD IRINC% SEAT COUNT INFORMATION: CATEGORY: NO. OF SEATS: NO. OF PARK'G SPACES: NO. OF REGISTERS: NO. OF TABLES: 0 SIZE � LOCATION Wi LANDLORD EXISTING PROPOSED 132 INTERIOR (6 ADA SEATS) 30 EXTERIOR (2 ADA SEATS) REVISION ISSUE LOG 7 46 INTERIOR 13 EXTERIOR PERMIT/BID SET PANERA BREAD BAKERY -CAFE #169 7242 GALL BLVD. J� ILDii;G ELrCTZIC CODE MM i Or �E 'rII'RHILLS 001IN LACES RE I EW D AT E full/ ZEPHYRHILLS FL 33541 CITY OF � CODE INFORMATION: APPLICABLE CODES & REGULATIONS: BUILDING CODE - FLORIDA BUILDING CODE 2010 (2009 IBC) PLUMBING CODE - FLORIDA BUILDING CODE 2010 (2009 IBC) ELECTRICAL CODE - NATIONAL ELECTRIC CODE (2008) MECHANICAL CODE - FLORIDA BUILDING CODE 2010 (2009 IBC) FIRE PROTECTION- FLORIDA FIRE PREVENTION CODE ENERGY CODE- FLORIDA BUILDING CODE 2010 2009 IBC) ACCESSIBILITY CODE- FLORIDA ACCESSIBILITY CODE CODE CLASSIFICATION: A. OCCUPANCY GROUP: A-2 ASSEMBLY B. CONSTRUCTION CLASSIFICATION: V-B C. AUTOMATIC FIRE SUPPRESSION SYSTEM INSTALLED: NO AREA BREAKDOWN: FRONT OF HOUSE: 2,768 SQ.FT. BACK OF HOUSE: 2,132 SQ.FT. TOTAL PANERA SUITE: 4,900 SQ.FT. EXTERIOR PATIO AREA: 662 SQ.FT. TRAVEL DISTANCE: ALLOWED TRAVEL DISTANCE 250 FT ACTUAL TRAVEL DISTANCE 72 FT MAX NOTE: SEE LANDLORDS CIVIL DRAWINGS FOR SITE WORK PROTOTYPE INFORMATION: THIS SET OF DOCUMENTS INCORPORATES ALL REVISIONS THROUGH PROTOTYPE UPDATE #2012-01 CORPORATE: G3 D FINISHES FINISH PALETTE: GLOW LANDLORD APPROVAL: NAME SIGNATURE DATE IREVISION (ISSUE DATE IDESCRIPTION I AFFECTED SHEETS (REMARKS ` PLANS EXAMINER CONTACT INFORMATION: PANERA BREAD DESIGN MANAGER: LANCE WILLIS 3630 SOUTH GEYER RD. SUITE 100 SUNSET HILLS, MO63127 P: 314-984-2644 F:314-909-3370 lance.willis@PANERABREAD.com PANERA BREAD DEVELOPMENT PROJECT MANAGER: JENNIFER RICHTER 3630 SOUTH GEYER RD. SUITE 100 SUNSET HILLS, MO63127 P 314-984-2617 F 314-909-3370 jennifer.dchter@PANERABREAD.com PANERA BREAD CONSTRUCTION PROJECT MANAGER: PETE OTT 3630 SOUTH GEYER RD. SUITE 100 SUNSET HILLS, MO63127 P 314-984-2625 F 314-909-3370 p ete . ott@ PANE RA B R EA D . co m DESIGN CONSULTANT: ARCVISION INC. CONTACT: FREDRICK J. GOGLIA 1950 CRAIG RD. ST. LOUIS, MO63146 P 314-415-2400 F 314-415-2300 fgoglia@arcv.com LANDLORD CONTACT: STOLTZ MANAGEMENT CONTACT: MARK C. OLENSKI 725 CONSHOHOCKEN STATE RD BALA CYNWYD, PA 19004 P 610-677-5800 EXT 109 F 610-617-6242 PLANNING AND ZONING DEPARTMENT CONTACT: CITY OF ZEPHYRHILLS CONTACT: TODD VANDEBERG 5335 8TH STREET ZEPHYRHILLS, FL 33542 P 813-780-0006 BUILDING DEPARTMENT CONTACT: CITY OF ZEPHYRHILLS CONTACT: JACQUELINE BOGES 5335 8TH STREET ZEPHYRHILLS, FL 33542 P 813-780-0020 ELECTRICAL DEPARTMENT CONTACT: CITY OF ZEPHYRHILLS CONTACT: JACQUELINE BOGES 5335 8TH STREET ZEPHYRHILLS, FL 33542 P 813-780-0020 WATER AND SEWER DEPARTMENT CITY OF ZEPHYRHILLS CONTACT: JACQUELINE BOGES 5335 8TH STREET ZEPHYRHILLS, FL 33542 P 813-780-0020 GAS DEPARTMENT CONTACT: CITY OF ZEPHYRHILLS CONTACT: JACQUELINE BOGES 5335 8TH STREET ZEPHYRHILLS, FL 33542 P 813-780-0020 HEALTH DEPARTMENT CONTACT: DBPR-DIVISION OF HOTELS AND RESTAURANTS 1940 NORTH MONROE TALLAHASSEE, FL_323R9_...,.___ P- 850-487-1395 `�- FIRE DEPARTMENT CONTACT: CITY OF ZEPHYRHILLS FIRE DEPARTM NT CONTACT: CHfE ..VdJL6IA'MS P 813-780-0041 SHEET INDEX REV DATE G-CS COVER SHEET/CODE ANALYSIS G-SL SYMBOLS, LEGEND AND ABBREVIATIONS G-ADA ADA ACCESSIBILITY DETAILS G-WRK LANDLORD WORK LETTER DEMOLITION D-2.1 FLOOR PLAN - DEMOLITION ARCHITECTURAL A-0.42 ENLARGED DRIVE-THRU FLOOR PLAN AND ELEVATIONS A-0.43 WALL SECTION AND DETAILS A-1.1 ARCHITECTURAL SITE PLAN A-1.2 ROOF PLAN A-1.3 ROOF PLAN DETAILS A-2.0 FLOOR PLAN -DIMENSIONS A-2.1 FLOOR PLAN -KEYED NOTES A-2.2 ..................................................... FLOOR FINISH PLAN ....................... ........................................................... ___ ............................. ------......................... ......................... .......................................................................... ................... ................................................................ ........... ................... ...... .................... A-2.3 WALL FINISH PLAN A-3.1 REFLECTED CEILING PLAN A-3.2 LIGHTING SCHEDULE AND CEILING DETAILS A-3.3 LIGHT AIMING DETAILS A-4.1 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................ ENLARGED RESTROOM PLAN, ELEVATIONS AND DETAILS A-4.2 INTERIOR ELEVATIONS ......_..._..... ..................................................................................................................... ........................ .................... ........_...................... ......_.................................................................. ............................... ............................. A-4.3 ............................................._.................................................. INTERIOR ELEVATIONS ..................................... ........................ .................... ...................................................................... ............................ ........................... ----....................... ................... .............................. ..... _.......... .............. .................. A-4.4 INTERIOR ELEVATIONS AND DETAILS A-4.5 ENLARGED DETAILS AND SECTIONS A-4.6 FLOORING DETAILS A-4.7 PARTITION DETAILS A-4.8 .................................... PARTITION DETAILS ........ ....................... ............................. ....................................... ............................ ........................................................ ................................... ........................ ......................... ....................................................... .............. ........... ................................. I .............. A-4.9 MATERIAL & FINISH LEGEND, DOOR SCHEDULE AND NOTES A-5.1 EXTERIOR ELEVATIONS A-5.2 EXTERIOR ELEVATIONS EQ-2.1 EQUIPMENT PLAN EQ-4.1 EQUIPMENTS SCHEDULE EQ-4.2 WOOD/STEEL SCHEDULE, FURNITURE SCHEDULE SG-2 1 FLOOR PLAN SI GNAGE AND GRAPHICS SG-2.2 SIGNAGE AND GRAPHIC SCHEDULE MECHANICAL MEP-1 MEP ROOF PLAN M-2.1 MECHANICAL PLAN AND NOTES M-2.2 MECHANICAL SCHEDULES M-3.1 VENTILATION DETAILS AND SCHEDULE M-3.2 VENTILATION DETAILS AND SCHEDULE M-3.3 VENTILATION DETAILS AND SCHEDULE M-4.1 DETAILS AND SPECIFICATIONS M-4.1a OVEN ROUGH -IN AND VENTILATION DETAILS PLUMBING ........................................................................................................................................................................................................................................................................................................................................................................................................ ................................................ P-2.1 SANITARY ROUGH -IN PLAN AND SPECIFICATIONS P-2.2 DOMESTIC WATER ROUGH -IN PLAN P-2.3 SANITARY PLUMBING PLAN P-2.4 DOMESTIC WATER AND GAS PLUMBING PLAN P-3.1 PLUMBING ISOMETRIC DIAGRAMS P-4:1 .........................................................................-.................................................................................................................------....................................................................................................................................................................................................................................... PLUMBING DETAILS P-4.2 MASTER PLUMBING ROUGH -IN SCHEDULES ELECTRICAL E-2.1 ELECTRICAL ROUGH -IN PLAN E-2.2 ELECTRICAL POWER PLAN E-3.1 ELECTRICAL LIGHTING PLAN E-4.1 SPECIAL SYSTEM PLAN E-4.3 .................................................................................................................. POS DIAGRAM AND NOTES ..................................................................................................................................................................................................................................................................................................................................... E-5.1 PANEL SCHEDULE AND ONE -LINE DIAGRAM E-5.2 ELECTRICAL SPECS, NOTES AND DETAILS ES-1 ELECTRICAL DRIVE-THRU SITE PLAN ES-2 ENLARGED DRIVE-THRU SITE PLAN ES-3 DRIVE-THRU ELEVATIONS I BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 m 1- W W W Z J LL z tE w i wo J g 7 F- V � LL w U') M M Q m Co o C J u W w Q ZLL N 2 �UtiN i ItEm �y i EM�. PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott ...................................................... I............................. SHEET NO: G-CS COVER SHEET CODE ANALYSIS -- -. - - ----- -- I- - I I---.-- - - - f-r - - - --- - - - 0 I z ABBREVIATIONS GENERAL CONDITONS PLAN SYMBOLS & AND FIN. FINISH PTR. PRINTER 1.1 PERMITS: CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS. 1.26 ALL AREAS MUST BE COMPLETELY CLEAN & CLEAR OF ANY SYMBOLS UTILIZED ON ALL PLAN SHEETS AT ® FLR. FLOOR PT. PAINT CONSTRUCTION MATERIALS O A MINIMUM OF (2) HOURS 1 2 AND CONTRACTOR SHALLEPROFESSIONAL ALLRFORM RMANNER. BEFORE THE CAFE OPENS EACH DAY. SYMBOL DEFINITION A.B. ANCHOR BOLT FLUOR. FLUORESCENT P.T.D. PAPER TOWEL DISPENSER INSTALL ALL COMPONENTS IN AQUALITY.- ALL ACOUS. ACOUSTICAL F.O.C. FACE OF CONCRETE P.T.D./R. PAPER TOWEL DISPENSER & RECEPTACLE FINISH WORK TO BE TRUE, LEVEL AND PLUMB. ALL JOINTS DOORS AND WINDOWS: TO BE TIGHT AND CLEAN. ACT. ACOUSTICAL TILE F.O.F. FACE OF FINISH P.T.R. PAPER TOWEL RECEPTACLE 8.1 WOOD DOORS: REFER TO DOCUMENTS FOR FURTHER DETAIL. A ADJ. ADJUSTABLE F.O.H. FRONT OF HOUSE 1.3 CODE COMPLIANCE: WORK SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES INCLUDING 8.2 METAL DOORS: REFER TO DOCUMENTS FOR FURTHER DETAIL. A.F.F. ABOVE FINISHED FLOOR F.O.S. FACE OF STUDS NFPA; AND USE TESTED AND CERTIFIED ASSEMBLIES, AS COLUMN LINE DESIGNATION AGGR. AGGREGATE F.R.P. FIBERGLASS REINFORCED PANELS Q.T. QUARRY TILE REQUIRED BY CODE. 8.3 FRAMES: REFER TO DOCUMENTS FOR FURTHER DETAIL ALUM. ALUMINUM F.S. FULL SIZE 1.4 HANDICAP ACCESSIBILITY: CONTRACTOR SHALL COMPLY WITH 8.4 HARDWARE STANDARD: PROVIDE DOOR HARDWARE IN ANOD. ANODIZED FT. FOOT OR FEET R. RIGHT ACCESSIBILITY GUIDELINES 36 CFR PART 1191 OF THE ACCORDANCE W/ SCHEDULE. ALL LOCKSET/LATCHSET APPROX. APPROXIMATE FIG. FOOTING RAD. RADIUS FEDERAL REGISTER, ITS REVISIONS TO ANSI STANDARD A117.1, AND TITLE III OF THE AMERICAN'S WITH DISABILITY ACT (ADA), HARDWARE COMPLY W/TITLE III OF AMERICANS WITH SECTION MARKS ARCH. ARCHITECT FURR. FURRING R.D. ROOF DRAIN AND LOCAL ORDINANCES DISABILITIES ACT (ADA). GENERAL CONTRACTOR TO COORDINATE XX SECTION IDENTIFICATION KEYING WITH OWNER REPRESENTATIVE. X.X-X -- SHEET WHERE SECTION IS DRAWN A.T. ACOUSTICAL TILE FUT. FUTURE R.D.S. ROOF DRAIN DOWNSPOUT 1.5 WARRANTY. ALL CONSTRUCTION, MATERIALS, PRODUCTS AND AUX. AUXILIARY REF. REFERENCE WORK TO BE WARRANTED FOR A PERIOD OF ONE YEAR FROM FINISHES: GA. GAUGE THE DATE OF FINAL ACCEPTANCE BY THE TENANT. 9.1 DRYWALL: REFER TO PARTITION DETAILS FOR FURTHER REFR. REFRIGERATOR INFORMATION. BD. BOARD G.B. GRAB BAR REINF. REINFORCE 1.6 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. NO BLDG. BUILDING G.C. GENERAL CONTRACTOR REL. RELOCATE MEASUREMENTS SHALL BE SCALED FROM THE DRAWINGS. CONTRACTOR SHALL OBTAIN CLARIFICATION FROM ARCHITECT 9.2 RESILIENT BASE: PROVIDE 6" HIGH RUBBER COVE BASE IN ELEVATION MARKS BLKG. BLOCKING GEN. GENERAL REQ'D. REQUIRED BEFORE PROCEEDING WITH CONSTRUCTION IF A DIMENSION(S) 100' ROLLS. REFER TO DOCUMENTS FOR FURTHER DETAIL. B.L.P. BORROW LIGHT PANEL G.I. GALVANIZED IRON RESIL. RESILIENT IS IN QUESTION. 9.3 PAINT. PROVIDE 2 COATS OF ALKYD SEMI -GLOSS ENAMEL XX X.X-X ---- ELEVATION IDENTIFICATION. SHEET WHERE ELEVATION IS DRAWN BN. BULLNOSE GL GLASS RM. ROOM 1.7 CONTRACTOR IS ADVISED THAT PORTIONS OF THIS DOCUMENT FINISH COLOR ON METAL DOORS & FRAMES AS INDICATED ON BOH. BACK OF HOUSE G.W.B. GYPSUM WALL BOARD R.O. ROUGH OPENING MAY BE BASED ON UNFIELD VERIFIED INFORMATION PROVIDED DRAWINGS. BY OTHERS IN ACCORDANCE WITH THE OWNERS DIRECTIONS. BOT. BOTTOM GYP. GYPSUM CONTRACTOR TO ADVISE ARCHITECT OF ANY EXISTING 9.4 PAINT: PROVIDE 2 COATS OF PREMIUM EGGSHELL FINISH DETAIL MARKS BSMT. BASEMENT GYP.L GYPSUM LATH S. SOUTH CONDITION DIFFERENT FROM THAT NOTED WHICH MAY IMPACT COLOR ON ALL NEW SURFACES AS INDICATED ON DRAWINGS. CONSTRUCTION PRIOR TO EXECUTION. PRIME NEW/EXISTING SURFACES & PATCH AS REQUIRED. XX DETAIL IDENTIFICATION C. CASTERS GIRD. GROUND S.C. SCHED. SOLID CORE SCHEDULE 1.8 DIMENSIONS AND NOTES ON ENLARGED PLANS AND DETAILS 9.5 SOUND BATT INSULATION WALLS ONLY): SHALL BE UNFACED ( SHEET WHERE DETAIL IS DRAWN CAB. CABINET ARE TO OVERRULE SMALLER SCALE DRAWINGS. ALL GLASS FIBER ACOUSTICAL INSULATION COMPLYING WITH ASTM CANT. CANTILEVER H HEIGHT SEC. SECRETARY DIMENSIONS ARE TO FACE OF DRYWALL UNLESS NOTED OTHERWISE. D C665, TYPE 1, CONTRACTOR TO VERIFY SIZE WITH NOTED ROOM NAME/NUMBER CEM. CEMENT H.B. HOSE BIB SECT. SECTION PARTITION TYPE USED. MAXIMUM FLAME SPREAD: 10, STC CER. CERAMIC H.C. HOLLOW CORE S.H. SEAT HEIGHT 1.9 TURN OVER TO LANDLORD OR SAVE FOR REUSE THE ABOVE 55. SOUND ATTENUATION ABOVE CEILINGS SHALL BE ( ) RMNAME _--- ROOM NAME HCAP. HANDICAPPED SHN. SHOWN FOLLOWING ITEMS WHEN DISMANTLED: 3" UNFACED, LIGHT WEIGHT, RESILIENT FIBERGLASS DESIGNED RMNO ROOM NUMBER CL CENTERLINE A) DOORS, FRAMES, & DOOR HARDWARE AS INDICATED. TO ABSORB SOUND AND SPECIFICALLY MANUFACTURED FOR CLG. CEILING H.M. .. HOLLOW METAL SHT SHEET B) THERMOSTATS. USE ABOVE CEILINGS. MAXIMUM FLAME SPREAD: 25 STC CLKG. CAULKING HDWR HARDWARE SHT.MTL. SHEET METAL C) SUPPLY AND RETURN AIR GRILLES. ABOVE 55. NO SOUND ATTENUATION INSULATION IS TO BE H.M.F. HOLLOW METAL FRAME SHR. SHOWER D) ADDITIONAL ITEMS INDICATED ON PLAN. USED ABOVE FINISHED CEILING IN FOOD PREPARATION AREAS. EXISTING DOOR CLO. CLOSET E) EXISTING LIGHT FIXTURES INDICATED ON PLAN. C.O. CASED OPENING HORIZ. HORIZONTAL S.N.D. SANITARY NAPKIN DISPENSER 9.6 ALL FLOORING PRODUCTS TO BE INSTALLED IN ACCORDANCE COL. COLUMN S.N.R. SANITARY NAPKIN RECEPTACLE 1.10 CLEAN UP: REMOVE ALL DEBRIS, PACKING MATERIAL, DEMOLISHED MATERIAL, AND EXTRANEOUS TRASH GENERATED WITH MANUFACTURER RECOMMENDATIONS & SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR LEVELING THAT C.O.L. CUSTOMER'S OWN LEATHER I.D. INSIDE DIAMETER SIM. SIMILAR BY CONSTRUCTION FROM BUILDING & SITE UNLESS NOTED, TO MAY BE REQUIRED IN ORDER TO COMPLY WITH PROPER NEW DOOR C.O.M. CUSTOMER'S OWN MATERIAL INC. INCORPORATED SPEC. SPECIFICATION BE TURNED OVER TO LANDLORD. ALL DEMOLISHED MATERIAL NOT TO BE TURNED OVER TO LANDLORD SHALL BECOME THE INSTALLATION PROCEDURE. CONC. CONCRETE INSUL. INSULATION SQ. SQUARE PROPERTY OF GENERAL CONTRACTOR. 9.7 ACOUSTICAL CEILING: SHALL BE AS INDICATED OR AS CALLED i�*\ EXISTING DOOR TO BE REMOVED CONC.BLK. CONCRETE BLOCK TNT. INTERIOR SQFT. SQUARE FEET 1.11 BUILDING STANDARDS: ALL MATERIAL, HARDWARE, FIXTURES, FOR IN NOTES. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND SPECIFICATIONS. CONST. CONSTRUCTION S.S. STAINLESS STEEL AND FINISHES TO BE BUILDING STANDARD UNLESS NOTED CONE. CONTINUOUS JAN. JANITOR S.SK. SERVICE SINK OTHERWISE. BUILDING STANDARD INFORMATION IS AVAILABLE SPECIALTIES: EXISTING WALLS CONTR. CONTRACTOR J.S. JANITOR SINK STA. STATION THROUGH THE TENANTS REPRESENTATIVES, AND TYPICALLY MATCHES EXISTING INTERIOR CONSTRUCTION. 10.1 EXTERIOR SIGNAGE, IF INDICATED, TO COMPLY WITH ALL CITY JT. JOINT STD. STANDARD REGULATION AND BUILDING DESIGN STANDARDS. ADVISE ----------- ----------- EXISTING WALL TO BE REMOVED CORP. CORPORATION 1.12 SITE VISIT; ALL GENERAL CONTRACTORS &SUBCONTRACTORS ARCHITECT OF ANY CONFLICTS. ALL SIGNAGE PROVIDED BY CORR. CORRIDOR STOR. STORAGE ARE TO VISIT SITE PRIOR TO COMPLETING BID TO VERIFY OWNER U.N.O. CP. CARPET KIT. KITCHEN STRUC. STRUCTURAL EXISTING CONDITION. GENERAL CONTRACTOR & "SG" NEW PARTITIONS (REF PARTITION SHEET A-5.4) SUBCONTRACTORS TO PROVIDE WRITTEN DOCUMENTATION OF 10.2 REFERENCE SERIES SHEETS FOR SIGNAGE INFORMATION. C.P.M. CONSTRUCTION PROJECT MANAGER (PANERA) L LEFT OR LENGTH SUSP. SUSPENDED ANY DISCREPANCY BETWEEN SITE CONDITIONS & DOCUMENTS. CPT. CARPET TILE S.V. SHEET VINYL SUBMISSION OF BID IS CONFIRMATION THAT EXISTING 10.3 CONTRACTOR SHALL PROVIDE MASTER KEY LOCK BOX IN NEW PARTITIONS W/R-11 SOUND BATT LAB. LABORATORY CONDITIONS HAVE BEEN FULLY TAKEN INTO CONSIDERATION & ACCORDANCE TO CITY REGULATION FOR APPROVAL BY LOCAL C.T. CERAMIC TILE LAM. LAMINATE S.W. SEAT WIDTH ARE REFLECTED IN THE COSTS PROVIDED. FIRE DEPARTMENT. CR. CHAIR RAIL LAV. LAVATORY SYM. SYMMETRICAL 1.13 CONTRACTOR TO PROVIDE 2X FIRE RESISTANT BLOCKING AS 10.4 CONTRACTOR TO PROVIDE SUITE NUMBERS AT EXTERIOR � COOLER/FREEZER WALL CRT. COMPUTER TERMINAL LKR. LOCKER NECESSARY BEHIND ALL WALL MOUNTED INSTALLATIONS. ENTRIES AS REQUIRED BY CITY REGULATIONS AND APPROVED CTN. CARTON LL. LANDLORD T. THERMOSTAT 1.14 CONTRACTOR TO PROVIDE BUILDING CONSTRUCTION BY LOCAL FIRE DEPARTMENT AND LANDLORD. CONTRACTOR TO HT PARTITION (HEIGHT VARIES) CTR. CENTER LT. LIGHT T.B. TOWEL BAR REPRESENTATIVE WITH COPIES OF DELIVERY, AND COORDINATE SIGNAGE TYPE AND LOCATION WITH ARCHITECT. - CHAIR RAIL (REF. PLAN FOR LOCATION) CV. COVE TEL. TELEPHONE CONSTRUCTION SCHEDULES. CONTRACTOR TO COORDINATE ALL MECHANICAL: MAS. MASONRY TER. TERMINAL SCHEDULES WITH BUILDINGS CONSTRUCTION REPRESENTATIVE. 15.1 HVAC: REFERENCE MECH. DOCUMENTS FOR INFORMATION AND NEW STOREFRONT (REF.PLAN FOR LOCATION) D DEPTH MAX. MAXIMUM T.G.C. TENANT'S GENERAL CONTRACTOR 1.15 IF EXTERIOR WINDOWS ARE BEING ENCLOSED CONTRACTOR IS LAYOUT. PROPERLY BALANCE SYSTEM & PROVIDE REPORT TO DBL. DOUBLE M.C. MECHANICAL CONTRACTOR T.O.F. TOP OF FOOTING TO CLEAN ALL WINDOWS SHADES CAVITY AREA FROM CONSTRUCTION DUST AND DEBRIS PRIOR TO ENCLOSING TENANT. TYPICAL DIMENSION DEPT. DEPARTMENT M.D.P. MAIN DISTRIBUTION PANEL T.P.D. TOILET PAPER DISPENSER EXTERIOR WINDOWS. 15.2 PROVIDE MATERIAL & INSTALLATION ALLOWANCE FOR TWO (2) - (CLEAR INTERIOR DIMENSIONS SHOWN) D.F. DRINKING FOUNTAIN MECH. MECHANICAL T.V. TELEVISION 1.16 CUTTING & PATCHING: CONTRACTOR TO PATCH, REPAIR, & CLASS C FIRE EXTINGUISHERS AS REQUIRED TO MEET LOCAL DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL REFINISH WORK DAMAGED AS A RESULT OF DEMOLITION OR FIRE OFFICIALS REQUEST AND TO MEET NFPA. CONTRACTOR TO COORDINATE WITH FIRE MARSHALL TO DETERMINE EXACT XXXX SIGNAGE IDENTIFICATION SYMBOL DIM DIMENSION MIR. MIRROR TACK. TACKABLE REMOVAL OF CONSTRUCTION TO MATCH ADJACENT FINISH. PATCH THRU-W ALL/ THRU-FLOOR PENETRATIONS TO MAINTAIN QUANTITY & LOCATION OF ALL EXTINGUISHERS. ABC, RATING: DN DOWN MISC. MISCELLANEOUS EXISTING BUILDING INTEGRITY. 10 BC 15 LBS. D.O. DOOR OPENING M.O. MASONRY OPENING UPH. UPHOLSTER/ UPHOLSTERY 1.17 USE 3M NON -INTUMESCENT FIRE STOPPING AS FOLLOWS: 15.3 PLUMBING: FIXTURES LOCATED ON ARCHITECTURAL SHEETS XX EQUIPMENT IDENTIFICATION SYMBOL D.M. DESIGN MANAGER (PANERA) MID. MOUNTED U.N.O. UNLESS NOTED OTHERWISE FIREDAM 150 CAULK FOR WALL & FLOOR PENETRATION SEALS, FOR GENERAL REFERENCE ONLY. REFER TO PLUMBING D.P.M. DEVELOPMENT PROJECT MANAGER ( PANERA) UR. URINAL TO MEET OR EXCEED ASTM E 814 (UL1479) AND/OR ASTM E SHEETS FOR ROUGH -IN DETAILS. DWG. DRAWINGS L• METAL 119 (UL263); STRUCTURAL STEEL, AND ELECTRICAL & CONTROL SYSTEM, TO MEET OR EXCEED ASTM E 119 (UL263) 15.4 FIRE PROTECTION: GENERAL CONTRACTOR IS RESPONSIBLE TO XXXX STEEL IDENTIFICATION SYMBOL DWR. DRAWER MFR. MANUFACTURER V. AND HIGH INTENSITY FIRE TEST PROVIDE, EXTEND, OR REVISE ALARM SYSTEMS AS REQUIRED MUL. MULLION VINYL (UL 1709). TO COMPLY WITH APPLICABLE CODES. COORDINATE WORK D.W. DRYWALL M.O.P. METHOD OF PROCEDURE VAR. VARIABLE FIRE BARRIER 2001 SILICONE RTV FOAM FOR CABLE BUNDLES WITH OWNER'S REPRESENTATIVES WHERE MODIFYING OR TYING XXXX WOOD IDENTIFICATION SYMBOL V.T.R. VENT THRU ROOF AND TRAYS, TRAYS CONDUIT BUNDLES AND MULTIPLE PIPE INTO EXISTING SYSTEMS. GENERAL CONTRACTOR SHALL E. EAST RUNS, AND OTHER LARGE OPENINGS TO MEET OR EXCEED PREPARE REQUIRED DRAWINGS AND OBTAIN BUILDING PERMITS EA. EACH N. NORTH VERT. VERTICAL ASTM E 814 AND TO COMPLY WITH REQUIREMENTS OF THE FOR ALARM SYSTEM WORK. N.I.C. NOT IN CONTRACT VCT. VINYL COMPOSITION TILE NEC (NFPA-70), BOCAI, ICBO, SBCCI AND NFPA CODE 1101. XXXX FURNITURE IDENTIFICATION SYMBOL E.F. EXHAUST FAN ELECTRICAL: E.C. ELECTRICAL CONTRACTOR NO. OR # NUMBER VWC. VINYL WALL COVERING 1.18 ALL NEW CONCRETE FLOORING SECTIONS TO BE DOWELED AND 16.1 ELECTRICAL, DATA, AND COMMUNICATIONS OUTLETS ARE E.J. EXPANSION JOINT NOM. NOMINAL PINNED TO EXISTING CONCRETE SLAB PROVIDED FOR REFERENCE ONLY. REFERENCE ELEC. XXX DOOR NUMBER SYMBOL ELEV. ELEVATION N.T.S. NOT TO SCALE W. WEST 1.19 ALL ROOF WORK TO BE COMPLETED BY LANDLORDS DOCUMENTS FOR ADDITIONAL ELECTRICAL INFORMATION ONSWITCHING, ELEC ELECTRICAL NT. NON-TACKABLE W/ WITH APPROVED ROOFING CONTRACTOR, REFERENCE SHEET A-3.3. ADDITIONAL OUTLETS, EQUIPMENT ROOM REQUIREMENTS, ETC. EMER. EMERGENCY WC. WATER CLOSET 1.20 CONTRACTOR IS ADVISED THAT ROOF STRUCTURE AT THIS WINDOW NUMBER SYMBOL O.C. ON CENTER W.MTD. WALL MOUNTED LOCATION MAY HAVE LIMITED LOAD CAPACITY. PROVIDE NOTE: ALL OUTLETS TO BE MOUNTED ® MIN. 15" A.F.F. U.N.O. ENCL. ENCLOSURE ADDITIONAL FRAMING AS NECESSARY FOR ANY ROOF MOUNTED TO CENTERLINE. ALL LIGHT SWITCHES AND THERMOSTATS TO E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WD.WOODWATER OR SUSPENDED EQUIPMENT. BE MOUNTED 0 48" ALE, TO CENTERLINE. EQ. EQUAL OPNG. OPENING W.H..H HEATER WALL PARTITION TYPE WDW. WINDOW 1.21 CONTRACTOR TO REQUEST FROM LANDLORD A COPY OF ALL EQUIP. EQUIPMENT BUILDING RULES & REGULATIONS. THESE RULES & P. PLASTIC W/0 WITHOUT REGULATIONS TO BE FULLY COMPLIED WITH 0 ALL TIMES E.W.C. ELECTRICAL WATER COOLER DURING CONSTRUCTION BY THE GENERAL CONTRACTOR & 6 KEYNOTE SYMBOL E.W.H. ELECTRICAL WATER HEATER PART. PARTITION WP WATER PROOF SUB-CONTRACTOR(S). CONTRACTOR TO PROVIDE STATEMENT EXP. EXPANSION PC PERSONAL COMPUTER WSCT. WAINSCOT OF QUALIFICATIONS & INSURANCE CERTIFICATES AS NECESSARY PF PAPER FLOW WS WORKSURFACE TO THE BUILDING'S REPRESENTATIVE. EXT. EXTERIOR EXIST. EXISTING PLAS. PLASTER WT. WEIGHT 1.22 CONTRACTOR TO MAINTAIN CLEAR ACCESS TO ALL DRIVE & PNL. PANEL W WIDTH ENTRANCES WHILE ON SITE. EXEC. EXECUTIVE P.P. POWER POLE 1.23 CONTRACTOR TO STORE & INSTALL AS NECESSARY ANY F.A. FIRE ALARM P.R.C. PRE -CASE OWNER -PROVIDED EQUIPMENT. REFER TO DOCUMENTS FOR FURTHER DETAIL F.D. FLOOR DRAIN PL. PLATE FND. FOUNDATION P.LAM. PLASTIC LAMINATE 1.24 EXISTING CONDITIONS DOCUMENTS PROVIDED FOR REFERENCE ONLY. ANY WORK INDICATED HAS ALREADY BEEN COMPLETED. F.E. FIRE EXTINGUISHER PLYWD. PLYWOOD F.E.C. FIRE EXTINGUISHER CABINET PR. PAIR F.H.C. FIRE HOSE CABINET BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 m 1- W W � w z J z z W w IL w o a J � U � F_ w LL W A Q M 0) _k LL < r J co C J W W a z QN `* a w aUtiN 09 PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott ................................ iiiiiiiiiiiiiiiii6i SHEET NO: G-SL ABBREVIATIONS GENERAL NOTES, SYMBOLS FILE: 1693-GSL.dwg CANE TECHNIQUE rn2lSECTION 4. SCALE: NTS NOTE: X = 36" MIN. IF Y = 60" PULL SIDE HINGE SIDE APPROACH - SWINGING DOOR NOTE: Y = 48" MIN. IF DOOR HAS CLOSER X MIN 24 PUSH SIDE I I }z Lv LATCH SIDE APPROACH SWINGING DOOR NOTE` f —30� �30�f BOTH HIGH AND LOW FOUNTAINS ARE F_ 7- REQUIRED, NO FEWER THAN 5OX WHEELCHAIR ACCESSIBLE; OTHERS ARE TO BE LOCATED AT 1 �1 K A STANDARD HEIGHT CONVENIENT TO THOSEEMM a� I WITH DIFFICULTY STOOPING. HIGH -LOW I 1/4' (6.5MM) MAX FOUNTAINS ARE REQ. WHEN ONLY ONE A FOUNTAIN IS APPROVED. � P` 10 7 7 10 24 7 71 24 17-191 48 MIN EQUIPMENT PERMUTED NOT TO EXCEED 30 MIN 30 MIN DIMENSIONS OF ADULT -SIZED DIMENSIONS OF ADULT -SIZED P � 0 1 4 TO 1 2 2 IN SHADED AREA 17-19 I- - - - — FOUNTAIN DEPTH WHEELCHAIR WHEELCHAIR / w w / (6.5 TO 13 MM) 1 �............ I z I z I to MAX. __z 1mm 1 2 I I 17 1 a I ED °f N M I M I I HM- CANE TECHNIQUE 8 MIN 6 MAX 4 0&L vp NCo to CAD SPOUT HEIGHT AND KNEE FREE-STANDING FOUNTAIN OR BUILT-IN FOUNTAIN OR M N M /2 MAX. CLEARANCE CLEAR FLOOR SPACE COOLER COOLER 442 6 W/ PROTRUDING ` CHANGES IN LEVEL OBJECTS RAILS DIMENSIONS OF ADULT -SIZED DIMENSIONS OF ADULT -SIZED WHEELCHAIR WHEELCHAIR UTE PULL SIDE FRONT APPROACH — SWINGING DOOR NOTE: X = 12" MIN. IF DOOR HAS BOTH A CLOSER AND LATCH X PUSH SIDE � I I � I I FRONT APPROACH - SWINGING DOOR 13 SECTION 4.15 DRINKING FOUNTAINS % SCALE: NTS W U 29 MIN CLEAR c� z z � � 0 MIRR M I M 9 14 z T.O. LAVAT RY X MAX 130"X480I � r:; I f _ ....1 PULL SIDE 24 MIN °g I CLEAR I z 130'X48 I 48 48 )) ^ I FLOOR IN S= ^ I CLEAR I 30 SPACE N 0 N M g 1 FLOORz j I € W� SPACE �7 I I ` z 1_ _... C _j CLEAR FLOOR SPACE PARALLEL APPROACH FORWARD APPROACH CID I I ELEVATIONS PLAN S m BCLEARANCE CLEARANCE 17 MIN 19 MAX PLAN ELEVATIONS LATCH SIDE APPROACH SWINGING DOOR NOTE: Y = 48" MIN. IF DOOR HAS BOTH A CLOSER AND LATCH 24 MIN PUSH SIDE Z Y E E SIDE APPROACH - SWINGING DOOR 14) SCALE: NTS URINAL CLEARANCES 36 MIN 36 MIN 16 I MAX 12 MIN 1 112 MIN M I BACK WALL GRAB BARS AT WATER CLOSETS 54 MIN 112, 42 MIN LAVATORY CLEARANCES 1�!S�E�C. 4.19 LAVATORIES & MIRRORS NTS 36 MIN 6 MAX co M I M BACK WALL OF STANDARD STALL 1 48 1 1 12 ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVE I � I N 30' 6 ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVE 48' >1 � 0 M CLEAR FLOOR SPACE IN ALCOVE i`4 I f E I CLEAR FLOOR SPACE IN ALCOVE TOILET 12 MAX 42 MIN - W PAPER 136 MAX i 12 MIN 36 MIN 12 MIN � z M -....................................., TOILET 12 MAXPAPER Im 24 MIN 54 MIN 78 MIN - -, SIDE WALLcm z I I z I-- z I I I I I I GRAB BARS AT WATER CLOSETS SIDE WALL OF STANDARD STALL I 00 I I � I I .� I I� e ....... M FRONT APPROACH - LATCH SIDE APPROACH - SLIDE SIDE APPROACH - I 60 MIN SLIDING OR FOLDING DOORS SLIDING OR FOLDING DOORS SLIDING OR FOLDING DOORS NOTE: TOILET ROOMS IN NEW CONSTRUCTION SHALL T-SHAPED SPACE FOR SPACE NEEDED FOR U-TURN WHEELCHAIR TURNING SPACE BE DESIGNED AND CONSTRUCTED WITH AN ACCESSIBLE LAVATORY IN THE WHEELCHAIR 180° TURNS ACCESSIBLE COMPARTMENT, AND THE WATER CLOSET LOCATED IN A CORNER DIAGONAL TO THE DOOR. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL ALSO HAVE SELF 2 MIN CLOSING DOORS. 3'-0" 3 COUNTERTOP 48 MIN 48 MIN IN 54 MIN \ O W vn L) CABINET — 42 MIN 12 MAX 6 3 MIN *� GRAB BAR GW BAR w wW EMPLOYEE CUSTOMER N N SIDE SIDE 12 ' 4 MIN 30`1'(48 I �` W o MII N TRANSFER LOOI I s 5r M 17 SIDE PACES I M N R { 36 MIN 60 MIN 48 MIN TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES SIDE WALL ELEVATION REAR WALL ELEVATION 40' TO HIGHEST REAR GRAB BAR MINIMUM CLEAR WIDTH MINIMUM CLEAR WIDTH MINIMUM CLEAR WIDTH OPERABLE PART ALLOWED AT 36 A.F.F. FOR SINGLE WHEELCHAIR FOR TWO WHEELCHAIRS FOR ONE WHEELCHAIRS AT TANK -TYPE TOILET 24 SECTION 4.13 DOORS 20 TOILET STALLS 16 SECTION 4.17 TOILET ROOMS 12 TYP SECTION COUNTER $ SECTION 4.2 SPACE ALLOWANCES SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 2 1-1 W W W _z J� z z W W a 0 W a J g 7 F— U LLI WIN U a 1 U- I M W M Q M Cl u_ aV_mJ J C W w ran aaNa LL. V CL N Em do PERMIT/BID SET ISSUED 10.17.12 ............... .... . .......................................... - ---------- - - -- - ------- cl- z 0 r. U) W z 0 V) . ...................................................... . .. . . .............. ........... ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: G-ADA ACCESSIBILITY GUIDELINES FILE: 1693-G ADA.dwg BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 restore e i b � .. Mora t?r# rrxi �a pursi€wnt tea the Lease; Landlord id�ill repair a:nd restore all of the sprinkler large to be no lower than 14` •5t' , r functioning � •, A F �. �r€� ��N, � ff��i .x€� r�rrig ti�a�� switch r� r�: ��f�d �f�< E HISIT S im ari��`ixments described below, to the extent such items existed on the date of sur i f�arr,;�r��> A�?Pl€��al Law,, DESORIPTfO€� OF LANDLORDS WORK ill. PARTIES OBLIGATIONS UPON DELIVERY OF POSSESSION ,{ ,t >�. .£,,r�>:..,,£. {... y.,. $p y, y, 7.,,.. 3 yyy gg 'i.. api:t:�lz "ed tenris not 33.tbor'�'A%T &-fined. herein sball have the fiieaninggz ti.�€.°rai�ed t3; tt'.it'ani iii felt„' .a_<b,� s`,. Upon delivery of possession of the Prerni�}« s to Tenant, Tenant shall inspect the Pro€ ises to t. INITIAL LtILCt OUT determ£€nun whether Landlord's Wore, has been completed. If Landlord's Wor has been cor'npli tell in accordance with the terms of the Lease and Tenants Plans, there Tenant's Qonstruction La_n triis Lan {arg'a 'Work rears a} all improvements shownon Viose plans entitled manager shall €r€rticeie in writing that Tenant has accepted Landlord's Wrk, tE Landlord's Work '"F u dated 3 s gg'�y �Qt b those rrn ro�aerri rta _ t r e € has � f •. �, riof been Corr£ l,,te.l >�€Rc>arclir�• h .tot e fa�rmw of the tease an Tenant's t?l , Plans, then tenantshall identified as Landlord's responsibilities shown on Tenant's Flr€el Cor^£atrrai;:t€or Drawings(.�T..-ner...._�,�� indicate in writing which itemswere not complete and Landlord shall correct t..he same within thirty P arip'') and the tterms listed below. Landlord will complete all of Landlord's Work that is not (30) nays, identified as "Existing" in accordance with Tenant's Flans at Lzii llord s stile cost and expense, using, all new., first-class quality equipment and materiels prior to delivering possession of the Premises to Tenant, Landlord warrants that any item of Landlords. Work identified as Existing" is present in the Premises as € f the date hereof and will be upgraded, refurbished or replaced so that Landlord to complete at Landlord's expense it is in r3iin t repair and working condition for at Mast (t) three (3) _;wars after the Promises Delivery Late, ELE0TMCAL> Landlord shall be solely responsible for the payment of any imposition charged by applicable governmental jurisdictions or € tility providers which are commonly refeired to Sunder one of the E'lectrica3l Service following nrarnes, which list is included for illustrative purposes only and is not intended to be exhaustive. ron~artlorcharges, availability leea> fie -in fees, meter fees or charges, "tap -in` or tap > Terant s.. specification iS 800 am service 120;208 volt, 3 phase, 4 wire electrical service, Should tees. or €r'Y'tpa€Ft ��l~£arges> and any similar imposition3�chargedby applicable governmental authorities any site t. work be required to !»rrra€1 servfoa to rr€ia this spenrtictr=a3n to the building, s#.actt site work or utility providers associatedwith the development of the Center and the Premises and the use of all be completed by Landiord, the Promises for the Permitted Use. Derrdurta St s Ere>.> Landlord will perform Landlord's Work in a good and workmanlike mariner and in compliance with all plicable Laws (defined as all laves, statutes, ordinances, birildin coins, and rules and Landlord to rf�€�€plet all sva vice foods to parking lot sigma e, curbs and gutters around the 1 y( u u a ar s applicable. .o performance, of Ltan€1s,�r Work), r i r will gp d s o� Landlord uv€1 obtain all permits. for <. bia3ld€n .atrle�ral.k;� �s required u€red b trieal crudes, dr€=;psi tl-€ru concrete drive paths (if x'r a t Y P Landlord's Work and will have all nsc# ssar'y building code €nspe ctiOns completed prior to delivering conduits connecting dri e,.thru directional srgnage and tither systems to the Premises, drives, curb possession of this Premises to Tenant. cuts aind approaches, tlumpstar enclosure, boilards ;,gates and concrete approach pad to the enclosure to specifications reasonably acceptable to Tenant, Tenants con ttuction manager or its designated representative may enter upon the Premises during construction of Landlord's Work to inspect the progress; to determine if Landlord's Work is PL belag completed in accordance with Tenants Plans', and to determine whether Landlord's Work is -� - progressing ni'1 s#:,h�di,ile, Landlord shell �,d�aporafe vu€tl-€ Ta«.•nG1nf to ensure that Landlord's t#�Iortr is ^'t" a C r' f specification f e orit .� .� e., a ,� s for a is � .lcarr3es i cold a� €o. >r<f o€.a d an site �>,�rk big Tenant's if€.> ti i"i € 'i` minimum domestic l water line. Should p 0 0 € reasonably acceptable to Tenant, required to bring a line to meet this specification to the bujiding, sfai..h site work shall be completed by Landlord,, If this is new construction, Landlord shall not install the floor slab until Tenant has completed (and Landlord hasapproved) Tenant's Plans, )rcladrrg engineering a,;showing the location allTenant's specification is for a " sanitarysewer line,,, Tenant may also be required to have ela y. > ,< -} � !'€pas arid ;.cur€�tifits to be lrrr<at�fxt under slab, Landlord shall pr�..�€d� Tenant raason:�bl�, �r£�e ics ,] s ,➢ .. � p r r�a required L 3t -FA 1€n£: meet i✓a�a era t� � ,r�rrrrr#�i�tal authorities, ,�tt.�t�€ld ar# �-fee work ti„ r.., . tied ci br �f� . . to rT �e �` � g � g ,. complete any and all Tenant's Work to be performed mid hinder the building slab, , this specification to the building, such site work shall be completed by Landlord, P rrtt Fitt sufandir£g any provisions 3 this contrary t'a nam may deer Tenant's Work relating to paving FIRE PROTECTION landscaping, tamd other exterior impre..aytements until Landlord's Work is substantially complete, Fire main sized per applicable law and tenant plans, backfIcw preuonf Pin and meter, valved It. RESTORATION AFTER DAMAGE (including any and all 1aip-ii3' fee & "meteC fees.): and all associated piping brought to, and distributed Within, the tenant spare. Sprinkler coverage (drops and heads) distributed throughout If the Premises is damaged or destroyed by arty casualty and. Landlord required to repair ,r the Premises and zoned properly per requirements of Applicable law and Tenant',-, Plans, uarr �€•G:L 2 f,.>:: i-sni'lf6 �-:�::..£3i .; .?.•. £:�:€S':t'i !f3`l^:�€,,.• ., ;`.J..,i'Rm, }st:€Z, ,, t€., .>::€�: �'S,i G,i�)i 3,J,.t ?.C:F, .�;\,�ls FM W M m 0.) U- Q CD r J m J J W W Q Z Q LLN - a U ti N V 1 PERMIT/BID SET ISSUED 10.17.12 ............................................................................. Z . ............... r_0 A N/ ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: G-WRK LANDLORD WORK LETTER FILE: 1693-G-WRK.dwg ABBREVIATIONS ABBREVI GENERAL. STRUCTURAL NOTES Applies unless noted otherwise on drawings IL 0 N N T 0 LO 0 T 7 NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE PERIODS, BUT SHALL BE READ AS SAME. A.B.— — — - — ANCHOR BOLT A.B.C. — — — — — AGGREGATE BASE COURSE ACI — — — — — AMERICAN CONCRETE INSTITUTE A/C — — — — — AIR CONDITIONER A.F.F. — — — — — ABOVE FINISHED FLOOR AISC— — — — — AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI — — — — — AMERICAN IRON AND STEEL INSTITUTE AITC— — — — — AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALT. — — — — — ALTERNATE ANSI— — — — — AMERICAN NATIONAL STANDARDS INSTITUTE APA — — — — — AMERICAN PLYWOOD ASSOCIATION ARCH'L — — — — ARCHITECTURAL ASTM — — — — — AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS — — — — — AMERICAN WELDING SOCIETY A.W.T.S. — — — — AUTOMATIC WELDED THREADED STUDS BM — — — — —BEAM B.F.F — — — — — BELOW FINISHED FLOOR BLK — — — — —BLOCK B.O.B. — — — — — BOTTOM OF BEAM B.O.D. — — — — — BOTTOM OF DECK B.O.F. — — — — — BOTTOM OF FOOTING BRG — — — — — BEARING C — — — — — CAMBER C.C.— — — — — CENTERLINE TO CENTERLINE CFS — — — — — COLD FORMED STEEL C.G.— — — — — CENTER OF GRAVITY C.I.P. — — — — — CAST IN PLACE C.L. — — — — CENTERLINE C.L.B. — — — — — CENTERLINE OF BEAM C.L.C. — — — — — CENTERLINE OF COLUMN C.L.F. — — — — — CENTERLINE OF FOOTING C.L.W. — — — — — CENTERLINE OF WALL CLR — — — — — CLEAR CONC — — — — — CONCRETE CONC C.J. — — — CONCRETE CONTROL JOINT CONC S.J. — — — CONCRETE SAWCUT JOINT C.M.U. — — — — — CONCRETE MASONRY UNIT CONN — — — — — CONNECTION CONT — — — — — CONTINUOUS CRSI— — — — — CONCRETE REINFORCING STEEL INSTITUTE D.F. (D.F.L.) — — — DOUGLAS FIR LARCH DL — — — — — DEAD LOAD DIA — — — — — DIAMETER DN — — — — — DOWN DWG(S) — — — — DRAWING(S) E.C.— — — — —END TO CENTERLINE E.E.— — — — — END TO END E.O.S. — — — — — EDGE OF SLAB EQ -----EQUAL EQUIP — — — — — EQUIPMENT EXP. BOLT (E.B.) — EXPANSION BOLT EXP. JT (E.J.) — —EXPANSION JOINT E.W.— — — — — EACH WAY F.F. — — — — — FINISHED FLOOR F.O.M. — — — — — FACE OF MEMBER F.O.S. — — — — — FACE OF STEEL F.O.W. — — — — — FACE OF WALL GA — — — — — GAGE (UNIT OF MEASUREMENT) GALV — — — — — GALVANIZED G.S.N. — — — — — GENERAL STRUCTURAL NOTES GLB (GLULAM) — — GLUED —LAMINATED BEAM H.F. — — — — — HEM FIR HORIZ — — — — — HORIZONTAL REINFORCING H.S. — — — — — HEADED STUDS IBC — — — — — INTERNATIONAL BUILDING CODE ICBO — — — — — INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC — — — — — INTERNATIONAL CODE COUNCIL ICF — — — — — INSULATED CONCRETE FORMS I.F.W.— — — — — INSIDE FACE OF WALL I.O.D.— — — — — INTERPRETATION OF DRAWINGS JST — — — — — JOIST K(KIP) — — — — 1000 POUNDS KLF — — — — — KIPS PER LINEAR FOOT LBS (#) — — — — POUNDS LGR — — — — — LEDGER LGS — — — — — LIGHT GAGE STEEL LGSEA — — — — LIGHT GAGE STEEL ENGINEERS ASSOCIATION L.O.D.— — — — — LOCATION OF DETAILS LL ------LIVE LOAD LLH — — — — —LONG LEG HORIZONTAL LLV — — — — — LONG LEG VERTICAL MAS — — — — — MASONRY MAS C.J. — — — — MASONRY CONTROL JOINT MAX — — — — — MAXIMUM MBMA— — — — — METAL BUILDING MANUFACTURERS ASSOCIATION MECH'L— — — — MECHANICAL MFR'D — — — — MANUFACTURERED MFR('S) — — — — MANUFACTURER('S) MIN — — — — — MINIMUM N/A — — — — — NOT APPLICABLE N.T.S. — — — — — NOT TO SCALE O.C. — — — — — ON CENTER O.F.W.— — — — — OUTSIDE FACE OF WA ALL LL OPP — — — — — OPPOSITE OSHA — — — — — OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PCI — — — — — PRECAST/PRESTRESSED CONCRETE INSTITUTE P.C. — — — — — PRECAST CONCRETE PCF — — — — — POUNDS PER CUBIC FOOT PLF — — — — — POUNDS PER LINEAR FOOT t ------PLUS OR MINUS PREFAB — — — — PREFABRICATED PSF— — — — —POUNDS PER SQUARE FOOT PSI — — — — — POUNDS PER SQUARE INCH PT — — — — — POST —TENSIONED P11 — — — — — POST —TENSIONING INSTITUTE REINF— — — — — REINFORCING SDI — — — — — STEEL DECK INSTITUTE SLH — — — — —SHORT LEG HORIZONTAL SLV — — — — —SHORT LEG VERTICAL SJI — — — — — STEEL JOIST INSTITUTE SIM — — — — — SIMILAR SQ. — — — — — SQUARE SSMA — — — — — STEEL STUD MANUFACTURERS ASSOCIATION STD — — — — — STANDARD STL — — — — — STEEL TL — — — — — TOTAL LOAD T.O.B. — — — — TOP OF BEAM T.O.C.T. — — — — TOP OF CONCRETE TOPPING T.O.D.— — — — — TOP OF DECK T.O.F. — — — — — TOP OF FOOTING T.O.L. — — — — — TOP OF LEDGER T.O.M.— — — — — TOP OF MASONRY T.O.P.— — — — — TOP OF PLATE T.O.P.C. — — — — TOP OF PRECAST CONCRETE T.O.S.— — — — — TOP OF STEEL T.O.W.— — — — — TOP OF WALL TPI — — — — — TRUSS PLATE INSTITUTE TYP — — — — — TYPICAL T&G — — — — — TONGUE AND GROOVE UBC — — — — — UNIFORM BUILDING CODE U.N.O.— — — — — UNLESS NOTED OTHERWISE VERT — — — — — VERTICAL REINFORCING WCLA — — — — — WEST COAST LUMBER ASSOCIATION WCLIB— — — — — WEST COAST LUMBER INSPECTION BUREAU W.W.F.— — — — — WELDED WIRE FABRIC WWPA— — — — — WESTERN WOOD PRODUCTS ASSOCIATION W/ -----WITH W/C — — — — — WATER TO CEMENT RATIO W/O — — — —— WITHOUT BUILDING CODE: 2010 EDITION OF THE FLORIDA BUILDING CODE. LOADS: ROOFS: ROOF LIVE LOAD = 20 PSF (REDUCIBLE). ROOF DEAD LOAD = 20 PSF. LATERAL: WIND: 3 SECOND WIND GUST = 105 MPH. WIND IMPORTANCE FACTOR = 1.0. EXPOSURE C. SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. SHORT PERIOD SPECTRA = L ACCELERATION Ss 0.084. ONE SECOND SPECTRAL ACCELERATION S1 = 0.034. LONG —PERIOD TRANSITION PERIOD TI = 8.0 SEC. (2006 ONLY — SEE MAP IN FIGURE 22-15 IN ASCE 7-05) SOIL SITE CLASS D. Sds = 0.090. Sd1 = 0.055. FOUNDATIONS: ISOLATED AND CONTINUOUS FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 18 INCHES MINIMUM BELOW ADJACENT FINISHED GRADE, PAD GRADE OR EXISTING GRADE, OR MATCH EXISTING FOOTING ELEVATIONS, WHICHEVER IS DEEPER. FINISHED GRADE (PAD GRADE) IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = 1500 PSF. CONCRETE: SPECIFIED 28 DAY COMPRESSIVE STRENGTH F'c: FOUNDATIONS (DESIGN BASED ON 2,500 PSI)------------------------ 3,000 PSI INTERIOR SLAB ON GRADE (NOT MOISTURE SENSITIVE) ------------------ 3,000 PSI GENERAL: ALL CAST —IN —PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED UNLESS NOTED OTHERWISE. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. NO OTHER ADMIXTURES PERMITTED WITHOUT APPROVAL. FOR CONCRETE WITHOUT PLASTICIZER, MAXIMUM SLUMP 4 1/2" AT POINT OF PLACEMENT U.N.O. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL FOR REINFORCING INFORMATION, SEE REINFORCING SECTION OF G.S.N., PLANS, SCHEDULES AND DETAILS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE EMBEDMENT OF CONDUITS, PIPES, SLEEVES, ETC. OF ANY MATERIAL SHALL NOT BE PERMITTED WITHIN ANY CONCRETE STRUCTURAL ELEMENT (IE: COLUMNS, BEAMS, ELEVATED SLABS, ETC.) OR STRUCTURAL CONCRETE TOPPINGS WITHOUT THE EXPRESSED APPROVAL OF THE STRUCTURAL ENGINEER. FLY ASH — IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO 25% OF TOTAL CEMENTITIOUS MATERIALS BY WEIGHT. FLY ASH SHALL BE INCLUDED IN THE CALCULATION OF W/C RATIOS SPECIFIED ABOVE. FLY ASH ADDITIVES SHALL NOT BE USED ON SLABS WITH A BURNISHED OR ACID FINISH. TEST DATA FOR EACH CONCRETE MIX SHALL BE SUBMITTED FOR REVIEW PER CHAPTER 5 OF ACI 318. REFERENCE FIGURE R5.3 FOR SUBMITTAL REQUIREMENTS AND OPTIONS. CONCRETE MIX DESIGNS THAT ARE SUBMITTED WITHOUT THE APPROPRIATE TEST DATA CANNOT BE REVIEWED. SLABS ON GRADE: MAXIMUM SLUMP WITHOUT PLASTICIZER AT POINT OF PLACEMENT SHALL BE 5 INCHES. MIX DESIGNS SHALL TAKE CARE TO PROVIDE THE LARGEST POSSIBLE SIZE OF COURSE AGGREGATE WHILE MAINTAINING CONCRETE WORKABILITY. NOMINAL MAXIMUM AGGREGATE SIZE SHALL NOT BE LESS THAN 3/4 INCH NOR MORE THAN 1/3 THE DEPTH OF THE SLAB. MIX DESIGNERS SHALL SUBMIT SLAB ON GRADE DESIGNS WITH SHRINKAGE CHARACTERISTICS NOT EXCEEDING 0.00078 IN/IN TO MEET THE REQUIREMENTS OF ACI 360R-06, FIG5.6 FOR TYPICAL CONCRETE. SLABS SHALL BE PLACED ON A FLAT, SMOOTH, FIRM, COMPACTED SUBGRADE. CONCRETE SHALL BE MIXED, PLACED, FINISHED AND CURED PER LATEST EDITION OF ACI 302.1 FOR THE APPROPRIATE FLOOR CLASS TYPE PER TABLE 1.1 AND SECTION 7. CURING COMPOUND SHALL BE COMPATIBLE WITH ARCHITECTURAL FLOOR FINISH. SLABS ON GRADE SHALL BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHIT ECT, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (CONSTRUCTION OR SAW CUT) PER TYPICAL DETAILS, AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 150 SQUARE FEET. CONSTRUCTION CONTROL JOINTS NEED ONLY N OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. SLAB REINFORCING, WHERE SHOWN, SHALL NOT EXTEND MORE THAN 125 FEET WITHOUT STOPPING THE REINFORCEMENT AT A CONTROL JOINT. VAPOR BARRIER IF REQUIRED BY ARCHITECTURAL SPECIFICATION OR SOILS REPORT SHALL CONSIST OF A MINIMUM 10 MIL MATERIAL LAPPED A MINIMUM OF 6 INCHES AND TAPED PER MANUFACTURER RECOMMENDATIONS. THE BARRIER SHALL BE PLACED ON TOP OF A SMOOTH AND COMPACTED SUBGRADE SURFACE. THE FLOOR SLAB SHALL BE PLACED OVER A FOUR INCH LAYER OF COMPACTED AGGREGATE BASE COURSE ON TOP OF THE VAPOR BARRIER. ANY DAMAGE TO VAPOR BARRIER SHALL BE REPAIRED PRIOR TO AGGREGATE COURSE PLACEMENT. CARE SHALL BE TAKEN TO KEEP MOISTURE AWAY FROM THE COMPACTED SUBBASE. SUBGRADE MUST BE ALLOWED TO DRY AFTER RAINS PRIOR TO SLAB PLACEMENT. FLOOD CURING IS NOT ALLOWED. SAND IS NOT AN ALTERNATIVE FOR THE SUBBASE COURSE. MASONRY: GENERAL: - HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT, GRADE N, F'm = 1,500 PSI, RUNNING BOND, MORTAR TYPE S, 1,800 PSI. GROUT 2,000 PSI. MECHANICALLY VIBRATE GROUT IMMEDIATELY AFTER POURING AND AGAIN 5 TO 10 MINUTES LATER. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 5'-0" IN BLOCK WALLS. MAXIMUM GROUT LIFT SHALL BE 6'- 0". WHEN APPROVED BY THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL, GROUT LIFTS MAY BE GREATER THAN 6'-0" IF IT CAN BE DEMONSTRATED BY CONTRACTOR THAT THE GROUT SPACES CAN BE PROPERLY FILLED. FILL CELLS SOLIDLY WITH GROUT IN LIFTS AND STOP POURS 1 1/2" BELOW THE TOP OF A COURSE TO FORMA KEY AT POUR POINTS. UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL JOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUNS OF WALL EXCEEDS 24'-0". CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, INTERSECTIONS, ENDS, WITHIN 24" OF CONCENTRATED POINTS OF BEARING OR JAMBS, OR OVER OPENINGS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. VERTICAL REINFORCING: 1 #5 IN CENTER OF GROUT AT CENTER OF WALL, CONTINUOUS FULL HEIGHT OF WALL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 24" O.C. UNLESS NOTED OTHERWISE. TIE AT 8'-0" VERTICALLY, WITH SINGLE WIRE LOOP TIE BY A.A. WIRE PRODUCTS COMPANY. DOWEL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH VERTICAL REINFORCING. HORIZONTAL REINFORCING: 2 #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT ELEVATED FRAMING ASSEMBLIES. 1 #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT TOP OF PARAPETS AND FREESTANDING WALLS. PLACE THESE BARS CONTINUOUS THRU CONTROL JOINTS PER TYPICAL DETAIL. TO MAINTAIN BOND BEAM CONTINUITY, INSTALL BENT BARS PER TYPICAL DETAILS TO MATCH HORIZONTAL BOND BEAM REINFORCING AT CORNERS AND INTERSECTIONS. STANDARD WEIGHT (NO. 9 GAGE WIRE) DUR—O—WAL OR DUR—O—WIRE (OR EQUIVALENT) LADDER TYPE JOINT REINFORCEMENT AT 16" O.C. ALL JOINT REINFORCING SHALL BE EITHER HOT —DIPPED GALVANIZED OR STAINLESS STEEL FOR INTERIOR WALLS ONLY — JOINT REINFORCING MAY BE MILL GALVANIZED AT CONTRACTORS OPTION. LAP SPLICES: LAP SPLICES FOR VERTICAL AND HORIZONTAL REINFORCING SHALL BE PER TYPICAL DETAIL DO NOT SPLICE WITHIN 8'-0" OF CONTROL JOINTS. LAP HORIZONTAL LADDER TYPE JOINT REINFORCING 12" MINIMUM. FOR ADDITIONAL REINFORCING INFORMATION, SEE REINFORCING SECTION OF G.S.N., PLANS, SCHEDULES AND DETAILS. REINFORCING: ALL REINFORCING PER CRSI SPECIFICATIONS AND HANDBOOK. ASTM A615 (Fy = 60 KSI / GRADE 60) DEFORMED BARS FOR ALL BARS #5 AND LARGER. ASTM A615 (Fy = 40 KSI / GRADE 40) DEFORMED BARS FOR ALL BARS #4 AND SMALLER. WHERE SHOWN ON DRAWINGS ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. WELDED WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ------------------- 3" EXPOSED TO EARTH OR WEATHER #6 OR LARGER ----------------------------------------- 2" #5 AND SMALLER ------------------------------------- 1 1/2- ALL OTHER PER LATEST EDITION OF ACI 318 ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/CORROSION BY USE OF A PLASTIC OR CONCRETE CHAIR. DUCT —TAPE COVERED REINFORCING IS NOT AN ACCEPTABLE CHAIR. ALL DIMENSIONS REFERENCED IN DRAWINGS AS "CLEAR" SHALL BE FROM FACE OF STRUCTURE TO EDGE OF REINFORCING, AND SHALL NOT BE LESS THAN STATED, NOR GREATER THAN "CLEAR" DIMENSION PLUS 3/8". ALL OTHERS SHALL BE PLUS OR MINUS 1 /4" TYPICAL UNLESS NOTED OTHERWISE. FIELD BENDING OR STRAIGHTENING OF DEFORMED BARS SHALL BE LIMITED TO #5 BARS AND SMALLER AND SHALL BE FIELD BENT OR STRAIGHTENED ONLY ONCE. ANY BEND SHALL BE LIMITED TO 90 DEGREES. IF FIELD BENDING OR STRAIGHTENING OF #6 BARS OR LARGER IS REQUIRED, OR IF A SECOND BEND IS REQUIRED FOR 5 BARS AND SMALLER HEAT SHALL BE APPLIED FOR BENDING Q # G OR STRAIGHTENING. CONTRACTOR SHALL SUBMIT PROCEDURE FOR APPLYING HEAT TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BENDING OR STRAIGHTENING BARS. LAP SPLICES IN CONCRETE: ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. DOWEL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90—DEGREE HOOKS UNLESS NOTED OTHERWISE. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. LAP SPLICES, UNLESS NOTED OTHERWISE, SHALL BE CLASS "B" TENSION LAP SPLICES PER LATEST EDITION OF ACI 318. DRYPACK: DRYPACK SHALL BE 5,000 PSI NON —SHRINK GROUT, FIVE STAR OR EQUIVALENTS. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER THE STRUCTURAL STEEL FRAME HAS BEEN PLUMBED BUT PRIOR TO SUPPORTED DECKING BEING INSTALLED. STRUCTURAL STEEL: - ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL ALL WIDE FLANGE STEEL SHALL BE ASTM A992 (Fy = 50 KSI). ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). ALL STRUCTURAL ROLLED STEEL MEMBERS WITH Fy GREATER THAN 36 KSI ARE TO BE IDENTIFIED WITH AN ASTM SPECIFICATION MARK OR TAG PER IBC SEC. 2203.1. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS NOTED OTHERWISE. EXPANSION AND EPDXY ANCHORS: ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER SIMPSON 'STRONG — BOLT' WEDGE ANCHOR (ICC ESR-1771) OR APPROVED EQUIVALENT. ALL EXPANSIVE ANCHORAGE FOR MASONRY INSTALLATION ONLY SHALL BE PER SIMPSON WEDGE—ALLANCHOR ICC ESR-1396) OR APPROVED EQUIVALENT. ALL ADHESIVE (EPDXY) ANCHORAGE FOR CONCRETE SHALL BE PER SIMPSON 'SET—XP' SYSTEM WITH DUAL SIDE BY SIDE CARTRIDGES (ICC ESR-2508) OR APPROVED EQUIVALENT. ALL ADHESIVE EPDXY ANCHORAGE FOR MASONRY SHALL BE PER SIMPSON SET' SYSTEM WITH DUAL SIDE BY SIDE CARTRIDGES (ICC ESR-1772) OR APPROVED EQUIVALENT. ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES AND TIGHTENED/TORQUED PER MANUFACTURERS RECOMMENDATIONS. WELDING: UNLESS NOTED OTHERWISE, ALL WELDS PER LATEST EDITION OF THE AWS STANDARDS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. FOR GRADE 60 REINFORCING BARS, USE E90 SERIES. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. STEEL DECKING: GENERAL: - ALL STEEL DECK SHALL BE MANUFACTURED AND ERECTED IN ACCORDANCE WITH LATEST EDI11ON OF SDI AND ICC ER-1735P OR APPROVED EQUIVALENT. STEEL DECK SHALL BEAR ON SUPPORTS A MINIMUM OF 2 INCHES. ENDS OF SHEETS MUST BE LAPPED A MINIMUM OF 2 INCHES OVER SUPPORTS. WELDERS EXPERIENCED IN LIGHT GAGE STEEL DECK WORK SHALL PERFORM ALL WELDING. DECK WELDING MAY BE ACHIEVED WITH E60 SERIES NON LOW HYDROGEN RODS (MINIMUM). SCREWS WHERE INDICATED SHALL BE #12-24 TRAXX PER ICC ER-3056 OR APPROVED EQUIVALENT. ROOF DECK: DECK SHALL BE 1 1/2" DEEP, 36" WIDE, 20 GAGE GALVANIZED STEEL, WITH MINIMUM YIELD STRESS OF 38 KSI, WITH MINIMUM S = 0.248 IN3 AND I = 0.216 IN4 PER FOOT OF WIDTH. DECK SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS 2 SPAN MINIMUM AND SHALL BE ATTACHED FOR A MINIMUM DIAPHRAGM SHEAR CAPACITY OF 400 PLF USING THE FOLLOWING MINIMUM ATTACHMENTS: SCREW DECK TO SUPPORTING MEMBERS WITH 4 — SCREWS PER SHEET AT ENDS, END LAPS AND AT INTERMEDIATE SUPPORTS, AND AT 12" O.C. AT PERIMETER BEAMS AND OPENING EDGES RUNNING PARALLEL TO THE DECK. SIDE SEAM ATTACHMENT SHALL BE BUTTON PUNCHES AT 12" O.C. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI AND ICC ER-4943P OR APPROVED EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. WHERE WELDING IS SHOWN ON DRAWINGS IT SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF MEMBERS WITHOUT EXPRESSED APPROVAL OF THE ENGINEER OF RECORD. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS I.E.: 97 MIL TO 97 MIL MAX SHALL BE HIL11 "KWIK—PRO" SELF —DRILLING TAPPING SCREWS PER ICC ESR-2196, OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. MIL THICKNESS / GAGE NUMBER REFERENCE: 27 MIL ------ 22 GA 54 MIL ------ 16 GA 33 MIL ------ 20 GA 68 MIL ------ 14 GA 43 MIL ------ 18 GA 97 MIL ------ 12 GA WALLS: STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS NOTED BELOW, AND BOTTOM TRACKS SHALL BE INSTALLED WITH 1/2" DIA ANCHOR BOLTS AT 2'-8" O.C. TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: FOR AXIAL LOAD BEARING WALLS, INSTALL BRIDGING PER TYPICAL DETAILS. FOR WALLS WITH NO AXIAL LOAD, INSTALL BRIDGING AT MID —HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10'-0" HIGH, AND 5'-0" O.C. MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH. IN ADDITION, BRIDGING SHALL BE INSTALLED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON —BEARING PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. SSMA STRUCTURAL STEEL STUDS AND TRACKS SHALL BE AS FOLLOWS — TYPICAL U.N.O.: SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTIONS SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A STATE REGISTERED STRUCTURAL ENGINEER WHO IS FAMILIAR WITH THE STRUCTURAL DESIGN OF THIS PROJECT. THE SUPERVISING STRUCTURAL ENGINEER SHALL SEAL THE SPECIAL INSPECTION CERTIFICATE. SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: CONCRETE CONSTRUCTION: 1. CONCRETE: A. DURING THE TAKING OF TEST SPECIMENS. B. CONTINUOUS INSPECTION DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, UNLESS NOTED OTHERWISE. C. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS. (EXCEPTION: NO INSPECTION IS REQUIRED FOR PLACEMENT OF CONCRETE AROUND FOUNDATION ANCHOR BOLTS.) D. NO INSPECTION IS REQUIRED FOR PLACEMENT OF SLAB ON GRADE CONCRETE. INSPECTION OF SLAB ON GRADE REINFORCING IS REQUIRED PER "REINFORCING STEEL" SECTION BELOW. E. NO INSPECTION IS REQUIRED FOR THE PLACEMENT OF FOUNDATION CONCRETE. INSPECTION OF FOUNDATION REINFORCING IS REQUIRED PER "REINFORCING STEEL" SECTION BELOW. 2. REINFORCING STEEL• INSPECTION OF IN —PLACE REINFORCING FOR CONFORMANCE PRIOR TO THE CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE FOR THE FOLLOWING: A. REINFORCING FOR ALL CONCRETE REQUIRED TO HAVE INSPEC11ON NOTED ABOVE. B. REINFORCING FOR CONCRETE FOUNDATIONS. C. REINFORCING FOR SLABS ON GRADE. D. REINFORCING FOR ALL MASONRY REQUIRED TO HAVE INSPECTION NOTED BELOW. 1. WELDING: A. PERIODIC VISUAL INSPECTION OF ALL FIELD WELDS. B. CONTINUOUS INSPECTION OF ALL MULTIPASS FILLET WELDS OR SINGLE PASS FILLET WELDS LARGER THAN 5/16". C. VERIFICATION OF VALID WELDER'S CERTIFICATES. D. ALL STRUCTURAL STEEL FABRICATORS SHALL EMPLOY AN AWS CERTIFIED INDEPENDENT TESTING LAB TO PROVIDE SHOP WELD INSPECTIONS PER CODE. INSPECTION REPORTS SHALL BE SUBMITTED TO ENGINEER OF RECORD PRIOR TO STEEL INSTALLATION. MASONRY CONSTRUCTION: STUD SIZE —MILS SPACING TRACK SIZE —MILS 1. STRUCTURAL MASONRY- 3 5/8" — 362S162-43 16" O.0 362T125-54 A. DURING PREPARATION OF PRISMS. 4" — 40OS162-43 16" O.C. 40OT125-54 B. INSPECTION OF IN —PLACE REINFORCING FOR CONFORMANCE PRIOR TO THE DELIVERY OF GROUT 6" — 60OS162-43 16" O.C. 60OT125-54 TO THE JOBSITE. C. CONTINUOUS INSPECTION DURING PLACEMENT OF GROUT. SSMA NON—STRUCTURAL/NON—BEARING INTERIOR STEEL STUDS AND TRACKS SHALL BE AS FOLLOWS D. CLEANOUTS PRIOR TO CLOSING. — TYPICAL U.N.O.: (DESIGN BASIS = 5 PSF INTERIOR LOAD, DEFLECTION LIMIT = L/240). SPECIAL CASES: MAX WALL HEIGHT STUD SIZE —MILS STUD SPACING TRACK SIZE —MILS 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL 0'-0" TO 12'-8" 3 5/8" 362S125-27 24" O.0 362T125-27 ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR 12'-9" TO 14'-6" 3 5/8" 362S125-27 16" O.C. 362T125-27 DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 14'-7" TO 19'-6" 6" 60OS125-27 24" O.C. 600T125-27 A. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE. 19'-7" TO 22'-4" 6" 60OS125-27 16" O.C. 60OT125-27 B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. 22'-5" AND GREATER — NOTIFY STRUCTURAL ENGINEER C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S FOR ADDITIONAL INFORMATION, SEE ARCHITECTURAL DRAWINGS. RECOMMENDED INSTALLATION PROCEDURES. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 HARD COPY SUBMITTAL SETS OF EACH ITEM TO CTS FOR REVIEW, UNLESS NOTED OTHERWISE IN ARCHITECTURAL SPECIFICATIONS. ELECTRONIC SUBMITTALS ARE NOT ACCEPTABLE. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. GENERAL NOTES: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. 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 THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN —PLACE LADDERS, SCAFFOLDS, LIFTS AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. LOCATION OF DETAILS DETAILS SHEET DESCRIPTION 01-19 S-1.2 TYPICAL DETAILS 101-219 S-3.1 FOUNDATION/FRAMING DETAILS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY — NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED AM WRITTEN SIGNATURE. PROJECT NUMBER 12-994 PROJECT MANAGER RAD PROJECT ENGINEER APB PROJECT DRAFTER DB CARUSO, TU RLEY • SCOTT. I N C consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012- 1 M 1- W W� LU LU 0 Z _j Z W W a. o a� J 7 LU U aLE 00.o00 ®� 0. o � N LLa o�y oZ co 0 ° o a ��RR ®V°� oQ o IL)¢ ° 0° /� Z0100 s I'Iltill111111,` W "' M M M W <N 1..1/ W Z Q a.UtiN M T- W LL Q 0 j 00 j Q (D t LL U = = W PERMIT/BID SET ISSUED 09.26.12 0 C0 W ISSUE DATE: 08.30.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott 11 SHEET NO: 11 S-1.1 GENERAL STRUCTURAL NOTES 12994-Sll t ��AI■■■Illl�alll�l■■�IAIAI�lIIR��L�RmI� [IIII[MINIMN III. FRI��■��I�■�� OS a 0 0 cYi 0 04 N T O N C) O T H ,; CLASS B TENSION SPLICE LENGTHS COMP. BARS CONC PSI fc--ZM/3,000 PSI fc = 4,000 PSI fc = 5.000 PSI fc =1 3,000 BAR SIZE LocAnoN (METRIC) REGULAR TOP REGULAR TOP REGULAR TOP LAPW/ ENCLOSED SPIRAL TIES #3 (10) 24" 31" 19" 24" 17" 22" 12" 12" #4 (13) 32" 41" 25" 32" 22" 29" 15" 12" #5 (16) 39" 51" 31" 40" 28" 36" 19" 14" #6 (19) 47" 61" 37" 48" 33" 43" 23" 17" #7 (22) 69" 89" 54" 70" 49" 63" 26" 20" #8 (25) 78" 102" 62" 80" 55" 72" 30" 23" #9 (29) 88" 115" 70" 91" 63" 81" 34" 25" #10 (32) 99" 129" 79" 102" 70" 91" 38" 28" #11 (36) 1 110" 143" 87" 113" 78" 1 101" 1 42" 31" NOTES: 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. 2. LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES PER LATEST EDITION OF ACI 318 UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR SCHEDULES. 3. CONTACT STRUCTURAL ENGINEER IF CLEAR SPACING OF REINFORCEMENT IS LESS THAN OR S EQUAL TO 2 BAR DIAMETERS ( 2db), OR IF CLEAR COVER IS LESS THAN THE BAR DIAMETER (db). 4. THIS TABLE IS BASED ON NORMAL WEIGHT CONCRETE. 5. FOR ADDITIONAL INFORMATION, SEE G.S.N., PLANS, SCHEDULES AND DETAILS. LAP SCHEDULE FOR REINFORCING STEEL IN CONCRETE M" TYPICAL KEY IN CONCRETE 201-31.01 NO SCALE 1. CONCRETE. 2. KEYED JOINT - REMOVE FORM MATERIAL PRIOR TO PLACING ADJACENT CONCRETE. REBAR SIZE (METRIC) REBAR GRADE MASONRY LAP SPLICE LENGTH STEEL AT CENTER OF WALL STEEL AT FACE OF WALL & BOND BEAMS 6" BLK 8" BLK 12" BLK 8" BLK 12" BLK #4 (13) 40 20" 20" 20" 20" 20" #4 (13) 60 1 21" 21" 21" 26" 26" #5 (16) 60 32" 26" 26" 40" 40" #6 (19) 60 N/A 43" 43" 54" 54" #7 (22) 60 N/A 60" 60" N/A 63" #8 (25) r 60 N/A N/A 72" N/A 72" SPLICE BARS AS OCCURS. � � W STEEL AT CENTER OF WALL STEEL AT FACE OF WALL 4� NOTES: 1. LAPS APPLY TO BOTH VERTICAL AND HORIZONTAL REINFORCING. 2. PROVIDE BENT BARS TO MATCH HORIZONTAL BOND BEAM REINFORCING, AT CORNERS AND WALL INTERSECTION TO MAINTAIN BOND BEAM CONTINUITY. 3. DO NOT SPLICE HORIZONTAL BARS WITHIN W-O" OF CONTROL JOINTS. 4. FOR LADDER TYPE HORIZONTAL REINFORCING, SEE G.S.N. 5. LAP LENGTHS ARE BASED ON A CALCULATED STEEL STRESS (fs) NOT EXCEEDING 80 PERCENT OF THE ALLOWABLE STEEL STRESS (Fs). ULTIMATE STRENGTH OR WORKING STRESS I MASONRY LAP SPLICES FOR REINFORCING STEEL - 2006 2009 IBC 501-103 NO SCALE .1, (' (3) 1. » MASONRY WALL 2. BOND BEAM REINFORCING. 3. CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING - LAP PER G.S.N. (24- MINIMUM). 4. SINGLE BAR REINFORCING WHERE OCCURS. ALTERNATE BEND OF CORNER BARS AT INTERSECTION. 2 NOTE: (4) II �(2) NOTE: ALL DIMENSIONS ARE t 1/2". I SEE TYPICAL DETAIL FOR (2) NON -TOOTHED ABUTTING WALLS AS OCCURS. 101-03 NO SCALE MASONRY BOND BEAM AT INTERSECTING WALLS 510-01 NO SCALE 6 MIN 1. BOND BEAM PER G.S.N. (1) (2) -� 1 1. LAP - SEE G.S.N. 2. MASONRY WALL - FOR TOP 2. MAXIMUM 1/5 LAP BUT NOT OF WALL, SEE ARCH'L MORE THAN 6". � BAR OFFSET 3. WIRE TIES. (3) (4) 5. RADM RADIUS--3dFOR BARS NOT OVER #8; 4d FOR #9, #10 AND #11 BARSALL 5d FOR AL AND #18 BARS. 5d FOR GRADE 40 SPLICE DETAIL BAR CLEARANCE BARS WITH 180 DEGREE HOOK. 6. 4d (4" MINIMUM). 7. 12d (90 DEGREE HOOK). "(I" 5 (6) r B. 6d (4" MINIMUM). 9. 135 DEGREE BEND. 1 "d„ (-d" li ^ 10. BEND AROUND 1 1/2" PIN FOR #3 / ♦-' BARS. BEND AROUND 2" PIN FOR \5) 45L #4 BARS. BEND AROUND 2 1/2" 2) PIN FOR #5 BARS. 11. ROTATE TIE LOCATION 90 BEND AND HOOK DETAILS (5) DEGREES EACH COURSE BOND BEAM IN MASONRY WALL PARAPET (8) (9) (8) (9) FOR ADDITIONAL INFORMATION, (11)(9) (9) SEE ARCH'L DRAWINGS. (10) cc (10) 6 Ci6c COLUMN TIES BEAM STIRRUPS 518-02 NO SCALE TYPICAL CONCRETE REINFORCING BAR DETAILS 401-07 NO SCALE THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED im WRITTEN SIGNATURE. PROJECT NUMBER 12-994 PROJECT MANAGER RAD PROJECT ENGINEER APB PROJECT DRAFTER DB CARUSO - TURLEY- SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com BAKERY CAFE: #1693 SYSTEM: G3 GLOW PROTOTYPE UPDA E.. 2012 1 M 1- W W �O W W J z � Z W W 0 W (rill J � 7 I- 0 9 TZ a � LL % `00 C) 0 0°00 0 (� o (/� LL. Q o y O ✓ ® 0 2 c ►� V° LU C f2 °Q o 3 O c Z !Y °o V d °O�o LO W M M (M LL J J Q r m J W W Q Z LL N a WN V ti Q jtm M9 PERMIT/BID SET ISSUED 09.26.12 _0 LU 01 ISSUE DATE: 08.30.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: S-1.2 TYPICAL DETAILS 12994-S12 a (M N O N N CD n r O r I -- II II II EXISTING STEEL l I III I I ROOF DECK 1--- �`A I � I- - � I 1 r-- i it i li it i \n i li li it ❑ it ii `\i li _4 ' 11250# MAX I I `�`\ i t �___ ��,, II NEW MECHANICAL I STEEL DECK ATTACHMENT RTU I i PER GSN OVER 60OS162-54 1 I (6 x16 GA.) STEEL STUD JOISTS AT 24" O.C. MAX. n i li I it is `\ i li I I 2LOW 03 202 I 11250# MAX 201 W16x26 STEEL LINTEL 1 I 1 NOTE: 204 I GC TO VERIFY EXISTING FRAMING MEMBER SIZES, LOCATIONS AND SPACING. NOTIFY STRUCTURAL I ENGINEER OF FINDINGS PRIOR TO PLACEMENT OF RTU. JOISTS WILL THEN BE ANALYZED FOR ADDITIONAL RTU LOAD. ADDITIONAL EXISTING CMU REINFORCEMENT MAY BE REQUIRED. I WALLS I I II I \ I 1 I V 02 it li �0 ' 1250# MAX _ F XLn a I I ,I II II I I I I _ II II I I II II , I II I � I \/ I I V I I I n l l -- -- -- -- -- -- I J 1250UMAX- =Ij I I I I ,I PARTAIL FRAMING PLAN �aD scALe vr. ra 1 � 1 I I I I I I I ❑ I I I I I I I I EXISTING I I CONCRETE I I SLAB I I I EXISTING CONCRETE FOOTING / 1 1 — #5 VERTICALS SPACED 103 102 AT 16" O.C. MAX FULL I I ( HEIGHT - CENTERED IN CMU WALL II 1 I 4" THICK (MIN.) CONCRETE I I SLAB OVER CRUSHED ROCK I 1 _ .. ---� —�-� —� — — - MATCH- EXISTING SLAB 12" THICK BY 24" WIDE _� v I CONTINUOUS CONCRETE FOOTING WITH (3) #4 CONTINUOUS i 102 I I I r .------ � I I 1 1 EXISTING CMU f I I 1 WALLS i ' ' I I I I I ^iAN PARTIAL FOUNDATION PLAN SCALE: va•. to MASONRY LINTEL (ML) SCHEDULE 937-01 NOTES. 1. VERTICAL WALL REINFORCING. (1) 2. TOP OF SOLID GROUT. (2) 3. TOP REINFORCING WHERE INDICATED IN LINTEL SCHEDULE. o w (3) 4. OPEN END BLOCKS - BLOCKS OPEN PLAN w N (4) 5. ONE SIDE. REINFORCING - SEE SCHEDULE. _ (5) 6. LINTEL U BLOCK. w 7. SHORE LINTEL UNTIL GROUT REACHES � _ DESIGN STRENGTH. (6) 8. FULL MORTAR JOINTS ON VERTICAL (7) AND HORIZONTAL FACE SHELLS. (1) NOTE: A. VERTICAL REINFORCING TO MATCH AND _ LAP WALL REINFORCING PER G.S.N. B. EXTEND GROUT, OPEN END MASONRY UNITS AND REINFORCING 24" PAST EACH JAMB. INSTALL CORNER BARS WHERE 24" CANNOT BE ACHIEVED. PLAN (4) ($) C. DO NOT LAP SPLICE REINFORCING IN SINGLE SPAN LINTELS. WHERE SPLICES ARE REQUIRED IN MULTIPLE SPANS, LAP BOTTOM REINFORCING AT SUPPORTS AND TOP REINFORCING AT MIDSPAN. SEE G.S.N. FOR ADDITIONAL D. FOR CONTROL JOINTS IN MASONRY INFORMATION. LINTELS, SEE DETAIL MARK HEIGHT REINFORCING REMARKS ML1 24" (2) #5 HORIZONTAL TOP AND BOTTOM ROOF FRAMING NOTES - TYP U.N.O.: 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED WITH SAME PRIOR TO PROCEEDING WITH THE WORK. 2. - AS SHOWN ON PLAN INDICATES NON-STRUCTURAL ARCHITECTURAL WALL FOR ADDITIONAL INFORMATION, SEE ARCH'L DRAWINGS, G.S.N. AND TYPICAL DETAILS, OR AS NOTED ON PLANS AND DETAILS. 3. EAR WALL - W. AS SHOWN ON PLAN INDICATES STRUCTURAL BEARING AND/OR B O 4. ML1, ML2, ETC - AS SHOWN ON PLAN INDICATES MASONRY LINTEL, SEE SCHEDULE THIS SHEET, G.S.N. AND TYPICAL DETAILS. 5. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITIONS. ALL OPENINGS MAY NOT BE SHOWN ON THIS PLAN. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SPRINKLER AND THEIR RELATED DRAWINGS. FOR FRAMING AT OPENINGS, SEE TYPICAL DETAILS. 6. VERIFY EXACT SIZE, WEIGHT AND LOCATION OF EQUIPMENT AND SUPPORTS INDICATED ON PLAN WITH ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SPRINKLER AND THEIR RELATED DRAWINGS. EQUIPMENT INDICATED ARE ONLY THOSE THAT EXCEED LOADS SPECIFIED IN THE G.S.N. FOR SUPPORT OF EQUIPMENT, SEE TYPICAL DETAILS AND OTHER TRADES. 7. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY. FOUNDATION NOTES - TYP U.N.O.: 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED WITH SAME PRIOR TO PROCEEDING WITH THE WORK. DO NOT USE CONC C.J. FOR LOCATING BUILDING ELEMENTS. 2. - AS SHOWN ON PLAN INDICATES 8" MASONRY WALL, SEE G.S.N., TYPICAL DETAILS, PLANS AND DETAILS FOR ADDITIONAL INFORMATION. ALL REINFORCING SHOWN AND/OR NOTED SHALL BE FULL HEIGHT OF WALL - TYP U.N.O. 3. _ - AS SHOWN ON PLAN INDICATES NON-STRUCTURAL ARCHITECTURAL WALL FOR ADDITIONAL INFORMATION. SEE ARCH'L DRAWINGS, G.S.N. AND TYPICAL DETAILS, OR AS NOTED ON PLANS AND DETAILS. 4. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY — NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED jam WRITTEN SIGNATURE. PROJECT NUMBER 12-994 PROJECT MANAGER RAD PROJECT ENGINEER APB PROJECT DRAFTER DB CARUSO - TURLEY- SCOTT- INC 41 consulting structural engineers Ir1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012 1 M W W LU z J w W Lu O J � acill 7 RL w W � I A LL I ii 000000 00 °o U o o N IL o2y �° Z C7 0 �J .° W a, °° T U 40zxpo; ° o / o Z i° ®i(yd °°°°°° /0'''111„* , p%% W M ` M MCr) � 0 LL m j 0 Q m J W W Q Z LL _ QQ�a U ti N o® Q PERMIT/BID SET ISSUED 09.26,12 0 W LLI ISSUE DATE: 08.30.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: S-2.1 FOUNDATION PLAN FRAMING PLAN 12994-PLAN.DWG 3 NOTES: 1. ADDITIONAL MEMBER REQUIRED WHEN LOAD IS MORE THAN 4' FROM PANEL POINT. 2. STEEL JOIST. 3. STEEL ANGLE 2' X 2' X 3/16' EACH SIDE FROM TOP CHORD TO NEAREST BOTTOM CHORD PANEL POINT. 4. STEEL ANGLE 2' X 2' X 3/16' EACH SIDE FROM BOTTOM CHORD TO NEAREST TOP CHORD PANEL POINT. 5. TYP EACH ANGLE EACH END. ADDITIONAL WEB MEMBERS FOR CONCENTRATED LOAD OCCURRING AWAY FROM JOIST PANEL POINT 12-936 NO SCALE A CURB TO ANGLE ANGLE CONNEC11ON NEW RTU NOTES: 1. EXISTING STEEL JOIST. 2. NEW ANGLE - 4'X4'X1/4' SEE PLAN FOR LOCATION. 3. SEE DETAIL 01 FOR ADDITIONAL WEB INFORMATION. 4. CURB BY OTHERS. 5. 1/2' DIA BOLT AT 48' O.C. MAX. SMIN 2 PER SIDE). 6. 1S 11//22 A 1/2'x12 GAGE TUBE L. 7. f12 SCREWS AT 12' O.C. ALL AROUND UNIT TO CURB. B ANGLE TO ANGLE NOTE: - EXISTING ROOF NOT SHOWN FOR CLARITY. 12-936 NO SCALE (2) (1) (3) NOTES: 1. MASONRY WALL. 2. CONTINUOUS TRACK LEDGER TO MATCH JOISTS WITH 3/4' DIA ANCHOR BOLTS AT 24' O.C. 3. BOND BEAM PER G.S.N. 4. CUP ANGLE PER MFR AT EACH JOIST. 5. PLYWOOD SHEATHING. 6. STEEL STUD JOIST. (4) (5) (2) NOTES: 1. EXISTING MASONRY WALL WITH CONCRETE STEM WALL AND FOOTING. 2. NEW MASONRY WALL. 3. FINISHED FLOOR LINE AS OCCURS. 4. 5/8' DIA ALL -THREAD DOWEL x 24' LONG AT 48' O.C. AND AT NEW WALL BOND BEAMS IN THREADED 5/8' DIA EXPANSION ANCHORS INSTALL ADDITIONAL AT NEW HORIZONTAL STEM WALL REINFORCING. 5. CONTINUOUS CONCRETE STEM WALL AND FOOTING TO BEYOND. NOTES: 1. MASONRY WALL - GROUT SOLID BELOW GRADE. 2. FINISHED GRADE OR CONCRETE SLAB AS OCCURS 3. 1 #5 CONTINUOUS IN 8' DEEP GROUTED BOND BEAM. 4. DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER G.S.N. - ALTERNATE BENDS. 5. CONCRETE FOOTING. 6. CONCRETE SLAB ON GRADE. CFS JOIST AT MASONRY WALL NEW MASONRY WALL AT EXISTING MASONRY WALL MASONRY WALL FOOTING 458-301 M NO SCALE ul" 812-02.06 NO SCALE 108-51 NO SCALE NOTES: NOTES: 1. EXISTING MASONRY WALLS 1. WINDOW AND/OR SILL - SEE 2. CONTINUOUS TRACK LEDGER i i (1) ARCH'L DRAWINGS ' TO MATCH JOISTS WITH 5/8' i I 2. BOND BEAM PER TYPICAL DETAIL DIA. THREADED ROD I I OR G.S.N. (1) INSTALLED IN EPDXY PER GSN n-J-1--- (2) 3. MASONRY WALL - GROUT SOLID - INSTALL AT 24' O.C. MAX. BELOW GRADE. 3. EXISTING SOLID GROUTED AT EPDXY (3) 4. SLAB WHERE FINISHED DOCCURS.E OR ONCRETE (5) LOCATIONS. 5. DOWELS TO MATCH AND LAP 10 4. CUP ANGLE PER MFR AT VERTICAL WALL REINFORCING PER ^�JOIST. G.S.N. - ALTERNATE BENDS. (6) / (3) 5. PLYWOODSHEATHING. 6. CONCRETE FOOTING. 6. STEEL STUD JOIST. 7. CONCRETE SLAB ON GRADE. l7) (4) 8 GROUTED1 #5 CONTINUOUS IN 8' DEEP BOND BEAM. O 9. 4'-0' MAX. - SEE ARCHT DRAWINGS 01 10 10 6" EMBED ------- (4)00 O 2 / ;. I I/ (8) (5) CFS JOIST AT EXISTING MASONRY WALL (6) don*) OPENING IN EXISTING MASONRY WALL Gw / 12-994 NO SCALE NOTES: 1. EXISTING MASONRY WALL 2. PACK VOID SOLID WITH MORTAR. 3. NEW MASONRY WAFERS 4. STEEL BEAM PER PLAN. 5. 1/ex7 1/2' CONTINUOUS STEEL PLATE. 6. STEEL BEAM TO STEEL PLATE. CONSTRUCTION PROCEDURES: SHORE EXISTING MASONRY ABOVE OPENING. SAW CUT AND REMOVE MASONRY. INSTALL STEEL LINTEL AND REPLACE MASONRY AT LINTEL WITH MASONRY WAFERS TO MATCH EXISTING. -55M NO SCALE NOTES. 1. MASONRY WALL 2. BOND BEAM PER G.S.N. 3. STEEL BEAM. 4. 2 #5 x 3'-6' LONG IN 8' DEEP x V-O' LONG GROUTED BOND BEAM. 5. CONTINUOUS LEDGER ANGLE. 6. 2-31e DIA. AUTOMATIC WELDED THREADED STUDS ON BEAM GAGE (TIGHTEN NUTS FINGERTIGHT). 7. 1 1/2' LONG SLOTTED HOLES ON BEAM GAGE- TO RECEIVE STUDS. 8. 3/4' THICK 6'x12' STEEL BEARING PLATE WITH 2-3/e DIA ANCHORS OVER 1' t DRYPACK. (4) MASONRY WALL FOOTING AT WINDOW OPENING 108-91.02 NO SCALE NOTES: 1. EXISTING MASONRY WALL TO BE REMOVED AT OPENING LOCATION. 2. CONCRETE SLAB ON GRADE. 3. EXISTING STEM WALL AND CONCRETE FOOTING. 4. EXISTING CONCRETE SLAB. 5. CUT EXISTING STEM WALL TO 8' BELOW FINISHED FLOOR ELEVATION. CONCRETE SLAB AT WALL OPENING AT EXISTING MASONRY WALL 801-21.02 NO SCALE THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION (8) OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED Im WRITTEN SIGNATURE. PROJECT NUMBER 12-994 PROJECT MANAGER RAD PROJECT ENGINEER APB PROJECT DRAFTER DB CARUSO • TU RLEY• SCOTT. INC consulting structural engineers STEEL BEAM AT MASONRY WALL 1215 West Rio Salado Parkway, Suite 200 204 420-01 NO SCALE Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012 1 W W � W W Z -� Z W m � LU O W J LU w a o i 41 ° •` ` °°° O° °00/1, ° ® 0 N ° 2 coo N ° O CV) .0 LU C7 0 ® (� ° M 0 r 0 U Q. r Cz- s ° CO ss ° 0 0 W M M f:Y) J m j v) Q m-j W W Q Z LL _ Q Q �a U ti LNU 0 Q M9 PERMIT/BID SET ISSUED 09.26.12 Z O ISSUE DATE: 08.30.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: S-3-1 DETAILS 12-944-S31 m e N 24 FLOOR I SCALE: 1/4"=1'-0" € € E # € rr € € rrr 2.6 € € # € # € .a...................................d....................._...__...€.......................... # € # € € € __..___..___.,_..__..M..M.-- M..w....___- ----- i....v........... -- ! 2.5 € it # € 1€ # # # € # €€ € € # # € # € € € € € # € € €# # ##€ € € # E€ �__-.._ __..___..Y..__� __� __ _�_..Y..�._.._..__ # # € € # ! I it 1.9 1.9 /rrr/ rrrr •-••--- .............................. It 1€ r rrr 1 € 2.5 # € I! __ _ __ ! _ r> r r�r> �� 1 �i F # �® �� I B.01. A.C.Ti 108 rr ��.�*, �'�,*, �'�. ```• € € # rr rr rrir rrr 1 .:��.:Y:, v� �*,,/ '*,�� ,��......_� �` � _•€__ � �_.._.. rrrr��rr rrr rrr B.O. SOFF� / //"// �/ /i •//-/i,� i // i i //"/,"/,"i /i i i "/i /i i /,F / 2/2 / // - 4 € ! I "" - 10 -4 / // j i �� // // i j i // // // i // i i i i // i i // // kx / i i / _...,�-'•-•.",€ # € � 2.2 T. i / i 1 B.O. A.C.T. 1-of a / 1/2ol /10i� € / I01 i / € 22'-Ow ! ! 1.7 2.7 1.5 .� 2.6 # € rr rr € € # # € OL B.O. SOFFIT ` €, ----.�_...w..__.._________�___�. --- � # 1 I 10'-4' _ ----------- € € € � € # € € # # € € € € € € # # € 2.4 1.6 # € till 1.4€€ = B.O. DECK FRONT! 19 -g B.O. DECK REAR I I ! € as € 1 # ! # I#€€# I 2.5 # # I # I # ! € � B.O. JOIST ! 16'-4.5- OL ! T.O. JOIST 17 -3 ! ! # 1.6 ! # # € OL B.O. SOFFIT 10 - __ ME 1.4 I I \\ I I I \\ \..................................................................................................................................................................................................................................... .......................... ................... I I I----------�____ ___________ _-___-________ __________ _-____________________________________________- 1 -i---i---------------- --- r---------------------------------------------------------------------------- I I I I 1 1 I I I I I I 1 I 2.1 I I I I I I 1 I I I I I I I 1 I I I I I I L----J I ND ■ N I N GENERAL NOTES: A. LANDLORD TO COORDINATE ALL DEMOLITION WORK WITH TENANT & TENANT G.C. B. G.C. TO FIELD VERIFY EXISTING CONDITIONS. REPORT ANY DISCREPANCIES TO ARCHITECT/TENANT'S CONSTRUCTION PROJECT MANAGER BEFORE DEMOLITION BEGINS. C. ALL DEBRIS TO BE REMOVED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE ORDINANCES & THE REQUIREMENTS OF THE LANDLORD. D. G.C. TO NOTE ALL UTILITIES THAT WILL BE AFFECTED BY CONSTRUCTION & INCLUDE IN BID THE NECESSARY CHARGES & FEES INCURRED FROM UTILITY COMPANY(S) FOR SAID WORK. E. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, NOTIFY OWNER & COMPLY WITH APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL, HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION, PRIOR TO THE BEGINNING OF CONSTRUCTION. F. DEMOLITION SHALL NOT INTERFERE WITH ADJACENT TENANTS DAILY OPERATION OR DAILY OPERATION OF BUILDING. G. PRIOR TO DEMOLITION, ELECTRICAL SUBCONTRACTOR SHALL DISCONNECT ALL ELECTRICAL CIRCUITS SERVING THE EXISTING SPACE EXCEPT FIRE ALARM &/OR SMOKE DETECTORS. MARK ALL CIRCUITS THAT REMAIN. H. G.C. TO REMOVE ALL WIRING & CONDUIT BACK TO SOURCE THAT IS NOT BEING USED. J. G.C. TO CAP &/OR REMOVE ALL WATER SUPPLY & SANITARY WASTE LINES BACK TO SOURCE NOT INDICATED TO BE RE -USED. INSPECT SITE TO DETERMINE EXTENT OF EXISTING TO BE REMOVED/CAPPED. K. G.C. TO REMOVE ALL LIGHT FIXTURES & ALL ASSOCIATED CONDUIT, HOUSINGS, ETC. L G.C. TO REMOVE ALL MECHANICAL SYSTEMS (INCLUDING ALL ROOF TOP CONDENSING UNITS, ALL AIR UNITS, WITH GAS HEAT; ABOVE CEILING. N. DUST PARTITION: REFERENCE GENERAL DEMOLITION SECTION OF PROJECT MANUAL FOR INFORMATION. EXISTING EQUIPMENT SPACE(S) SHALL REMAIN A DUST -FREE ENVIRONMENT. ',, w . :..r .`:.+i... l•t�. a I ,. :t� : 4�: ::.J `..... O1Y(:.. : ` ...r . .. .. ,.... � ... . .i `i , ... f l x P. PLUMBING DEMOLITION (WATER) NOTE: ALL WATER PIPING DOWNSTREAM OF 2" MAIN TO BE REMOVED (AS SHOWN ON PLUMBING DRAWING P2.4) AND REMOVED FROM PROJECT SITE. IKEYED NOTES. INDICATED 13YOSYMB01 1.1 G.C. SHALL FIELD VERIFY EXISTING CONDITIONS & REMOVE ALL EXISTING PARTITIONS, LIGHT FIXTURE, FLOOR FINISHES, CEILING SYSTEMS, SOFFITS, BULKHEADS, PLUMBING LINES, MECHANICAL DUCTWORK, ELECTRICAL FIXTURES & CONDUITS, & ALL OTHER DEBRIS FROM TENANT SPACE. PROVIDE BROOM CLEAN FLOOR UPON START OF TENANTS WORK. 1.2 G.C. SHALL REMOVE PORTION OF SLAB -ON -GRADE IN PREPARATION FOR NEW WALK-IN FREEZER/COOLER. COORDINATE DIMENSIONS WITH MANUF. SHOP DRAWINGS. 1.3 EXISTING V-0" X 7'-0" STOREFRONT DOORS AND GLAZING ABOVE TO BE REMOVED. 1.4 EXISTING PORTION OF STOREFRONT GLAZING AND FRAME TO BE REMOVED. 1.5 G.C. TO REMOVE EXISTING INTERIOR WALLS AS SHOWN (DASHED). 1.6 EXISTING GYP BD FURRING TO REMAIN. G.C. SHALL PATCH AND REPAIR SURFACE TO CONDITION READY FOR FINISHES. 1.7 G.C. SHALL REMOVE PORTIONS OF EXISTING SLAB FOR NEW EQUIPMENT CURBS WHERE INDICATED. 1.8 EXISTING COLUMN 1.9 EXISTING CASEWORK TO BE REMOVED. 2.o EXISTING ELEC. PANEL TO BE REMOVED. 2.1 EXISTING AWNING TO BE REMOVED. 2.2 EXISTING PLUMBING FIXTURES TO BE REMOVED. 2.3 PORTION OF EXISTING EXTERIOR WALL TO BE REMOVED. SALAVAGE BLOCKS FOR NEW STOREFRONT INFILL 2.4 G.C. TO REMOVE PORTION OF WALL BELOW STOREFRONT TO INSTALL THE NEW STOREFRONT DOORS. 2.5 EXISTING SUSPENDED CEILING AND LIGHTS TO BE REMOVED. EXISTING SOFFIT TO BE REMOVED. O 2.7 EXISTING HOLLOW METAL DOUBLE DOORS TO BE REMOVED. BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 i w W � w z_ J LL z z w W a. ow m� Q J � 7 ww a C a LL it P.M T_ w A M Q M CF)0 _j Q CD J m J = wu.IQ� Z N Q Q � a �UtiN PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPA: Pete Ott SHEET NO: D-2,1 DEMOLITION FLOOR PLAN FILE: 1693-D-2.1.dwg w � I I•c Z .. \I 3'-6.' UNIT R.O. 3'-61" + .......................... _L............... ................ ...............................f.. . . f STEEL LINTEL ABOVE, SEE STRUCTURAL. . DRIVE THRU WINDOW ASSEMBLY PRICE CONFORMATION SCREEN EQ#465 e QO OD € € UJI� z SOLDIER COARSE cr. CUT BOTTOM TO FIT N v I o f FINISHED FLOOR € ' ' BEHIND CURB € I --------------- ---,-- +----------------------- j---------------------- NOTES: QUICKSERV CORP DRIVE THRU WINDOW ASSEMBLY MODEL f FM-42E WITH THRU-BEAM PHOTO ELECTRIC EYE BAR AND %w INSULATED TEMPERED GLAZING (BRONZE TINT) FRAME SHALL BE INSULATED do HAVE A CLEAR ANODIZED ALUM FINISH ELEVATION @ DRIVE-THRU WINDOW 4 % SCALE: 3/4" = V--0" EXISTING CMU WALL INFILL PORTION OF EXISTING WALL WITH NEW CMU INFILL PORTION OF EXISTING WALL WITH NEW CMU EXISTING CMU WALL INTERIOR FINISH- REFER TO SHEET A-.21 FOR FINISH BOARD REQS. 2-1/2" METAL STUD - FURRING , TYP. I 1 /2" STUCCO OVER 8' SMOOTH FACE CMU, TYP. PAINT P-78 NEW ROUGH IN FOR PRICE CONFORMATION DISPLAY- SEE EQ/ELECTRICAL PLAN FOR I ADDITIONAL INFORMATION NEW STAINLESS STEEL CORNER GUARD NEW 18GA STAINLESS STEEL INFILL PANEL ATTACHED TO PLYWOOD SHEATHING BOTH SIDES & SOFFIT OF DRIVE THRU WINDOW AREA NEW DRIVE THRU WINDOW, SEE - ENLARGED ELEVATION I THIS SHEET FOR MANF. INFORMATION NEW STAINLESS STEEL - CORNER GUARDI I INTERIOR FINISH- -{ REFER TO SHEET I A-.21 FOR FINISH BOARD REQS. I 3-5/8" METAL STUD FURRING , TYP. EXISTING CMU WALL INTERIOR FINISH- REFER TO SHEET A-.21 FOR FINISH BOARD REQS. I gI 1 I I I I I 6' CONCRETE FILED BOLLARD BY I LANDLORD ■ 3'-2 1/2' ■ 0 I N Is q- 3'-9 1 /2" N i io i N ■ i M 0 Z �14 a A-0.42 3 z t° o n ih 6" 7" 16 I :r 4" CONCRETE FILLED BOLLARD BY LANDLORD 6" CONCRETE FILLED BOLLARD BY LANDLORD --------------------- BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 m I W W w 0 z_ J LL z z W w o a. a� J V In w W�� H C) of Q � LL lid" W L0 cM m Cr) ILL r' J m J J W Z W a N Q U � tiN a w 1 PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-0,42 61 ENLARGED PLAN 8SCALE: 3/4" = 9'-0" DRIVE-THRU WINDO I ENLARGED DRIVE-THRU I FLOOR PLAN & ELEVATION FILE: 1693-A-0.42.dn e PLYWOOD & FRP2 WALL w�Z_hw STUCCO BOND BEAM OUTSIDESTAINLESS STEEL WALL PANELS TYP 8' BOTH SIDES & TOP OF OPENING TRIM 0 , • - ` WITH CORNER GUARD FLASHING AND DRIP EDGE RETURN PLYWOOD & FRP 2 TO DRIVE THRU WINDOW, PROVIDE J-TRIM & SEALANT QUICKSERV CORP DRIVE THRU WINDOW ASSEMBLY MODEL #: BPS4840 W/ M" INSULATED TEMPERED GLAZING (BRONZE TINT). FRAME SHALL BE INSULATED & HAVE A CLEAR ANODIZED ALUM FINISH r,DRIVE-THRU WINDOWH SCALE: 1-112" =1'-0" RETURN PLYWOOD & FRP 2 ON EACH SIDE OF DRIVE THRU OPENING RETURN SILL & PROVIDE CLEAR SEALANT BETWEEN WINDOW ASSEMBLY ATTACH SILL TO WINDOW ASSEMBLY USING (2) SELF -TAPPING S.S. SCREWS EACH SIDE S.S. TRIM ASSEMBLY WELDED TO SILL SEAL ALL EDGES. 13 DRI VE-THRU WINDOW SIL SCALE: 1-112" = 1'-0" �.---------- / TOP OF h9ONRYgh EL 16 —0 8 X, I I A-0.43 I I I SCUPPER AND I DOWNSPOUTS I l CONCRETE FLOOR SLABS REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION X' STUCCO OVER 8" SMOOTH FACE CMU STUCCO SPEC: STOPOWERWALL STUCCO ON MASONRY -STO BONDING AGENT (OPTIONAL) -STOPOWERWALL SCRATCH COAT -STOPOWERWALL BROWN COAT -STO PRIMER -STO FINISH (TEXTURED) SMOOTH FACE CMU X" STUCCO OVER 8" SMOOTH FACE CMU 7¢" COMPRESSIBLE FILLER CONCRETE SIDEWALK N. n tR 1 11 ,• , SECTIONATDRIVE-THRU 1• i \ 1 W16x26 STEEL BEAM. REFER TO STRUCTURAL DRAWINGS I CONCRETE FLOOR SLAB REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION ASHING AND DRIP EDGE STUCCO SMOOTH FACE CMU TOP OF EXISTING MASONR'Ydl-\ EL- 16'--$'7- _ TOP OF Y&SONRYAL EL- 16 -0 CENTER OF J-B0� EL- 13'6'\-F TOP OF CANOPY EL - GUTTER GUTTER AND - ANCHOR _BOLTAdK DOWNSPOUTS EL• 12 -8 1 4 ANCHOR BOLT El-• 11 •-4 _ BOTTOM OF AWNING Xz" STUCCO OVER 8" EL- 8 -0 SMOOTH FACE CMU PROVIDE 2-1/2" STEEL STUDS 0 JAMB LOCATIONS- TYP. SHIM, BACKER ROD AND SEALANT - DRI VE-THRU WINDOW JAMB %f SCALE: 1-1/2"= V--0" SEALANT, BOTH SIDES TERMINATION BAR PARAPET AND ROOF MEMBRANE DURO-LAST SINGLE -PLY - CLASS "C" ROOF MEMBRANE OVER 4" RIGID INSULATION. ROOF MEMBRANE TO RUN CONTINUOUS UP WALL AND TERMINATE UNDER COPING ENLARGED PARAPET DETAIL 6 SCALE: 1-112"= 1'--0" Li LINE OF WALL BELOW S.S. CORNER GUARD —S.S. INFILL PANEL ATTACHED TO SHEATHING — DRIVE THRU WINDOW AS MANUF BY QUIKSERV — STAINLESS STEEL LEDGE (BELOW) SHEET METAL COPING, PRIME AND PAINT (P-78) MEMBRANE ROOFING TO FULLY COVER PLYWOOD TOP OF MASON_ RYA EL 16T-0"7 CONTINUOUS METAL CLEAT, BOTH SIDES SEALANT, BOTH SIDES )r STUCCO OVER 8" CMU ANCHOR BOLT 048" O.C. FIBER CANT STRIP -ROOF MEMBRANE TO EXTEND OVER CANT STRIP AND TERMINATE W/ 3" QUICKSEAM SPLICE TAPE. -STEEL DECK OVER ROOF JOISTS PER STRUCTURAL DRAWINGS i BOND BEAM PER STRUCTURAL 21 2-INCH WIDE A-0.43 NOTE 1: DURO-LAST CAULK FLANGE I I STUCCO SPEC: SINGLE SKIRT SCUPPER MUST EXTEND STOPOWERWALL STUCCO ON MASONRY 1" BEYOND THE WALL OPENING. I -STO BONDING AGENT (OPTIONAL) /-STOPOWERWALL SCRATCH COAT ` -STOPOWERWALL BROWN COAT -STO PRIMER -STO FINISH (TEXTURED) ■ I DURO-LAST SEALANT M � 13 I A-0.43 .I.M �8" SMOOTH FACE CMU I / X m STUCCO OVER 8" SMOOTH FACE CMU 1'-0" i Lff, P , 4"ll III • 1 • +i n 7• 1 11 1• I SECTIONI' It • 1 BACK -SEAL THE PARAPET FLASHING WITH DURO-LAST SEALANT WHERE THE FLANGE OF THE METAL SCUPPER IS ATTACHED TO THE WALL 811v.. . SCALE: 1-112"= 1'--0" woo 00*0 NOTE: THIS SINGLE SKIRT SCUPPER CAN BE ORDERED WITHOUT A METAL FLANGE ON THE INSIDE WALL IN THIS CASE, THE SKIRT MUST BE TERMINATED ON THE INSIDE WALL IN RESPECT TO DETAIL BELOW. e� FASTEN 6-INCHES ON CENTER, 2 FASTENERS PER SIDE MINIMUM. NAILER IS REQUIRED AND MUST BE MECHANICALLY ATTACHED AND SEALED AT TOP AND BOTTOM USING DURO-LAST SEALANT. NAILER MUST EXTEND A MINIMUM OF 2-INCHES BEYOND THE OPENING OF THE SCUPPER. BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDA E: 2012-01 M 1- W w w 0 z_ _j z LU W w IL O W a � J F_ V � w42 a C A L w T_ W A c'M m QJ � m J � W W a Z Q Q N a N EEI PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-0,43 WALL SECTIOND AND DETAILS FILE: 1693-A-0.43.dwg N 2- ARCHI TE SCALE: 3/32'�--1'-0" 4.0 RAL S/ GENERAL NOTES: 1. ALL WORK SFWl COMPLY WITH THE REGULATION AND ORDINANCES OF THE CITY OF ZEPHYRHILLS, FL AND ANY OTHER APPLICABLE CODES. 2. THE GENERAL CONTRACT SHALL NOTIFY THE OWNER/ARCHITECT OF ANY INTERRUPTIONS IN UTILITY SERVICES. 3. THE GENERAL CONTRACTOR SHALL CONTACT LOCAL UTILITIES TO VERIFY ALL SIZES, LOCATIONS, AND CONNECTION POINTS FOR ALL UTILITIES AFFECTED. 4. ANY CONNECTIONS, DISCONNECTIONS, AND INSTALLATIONS TO LOCAL UTILITIES SHALL BE MADE IN ACCORDANCE WITH APPLICABLE CODES. 5. EXTERIOR BUILDING SIGN FURNISHED do INSTALLED BY OWNER VENDOR. GC TO PROVIDE POWER AND WOOD BLOCKING. 6. GENERAL CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO BID. ALSO PROVIDE CONTINUOUS CURB CUTS AND SMOOTH PAVEMENT & CURB IRANSIIIONS BETWEEN NEW AND EXISTING CONDITIONS AS REQUIRED FOR SITEWORK AS INDICATED. 7. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ELECTRICAL CONDUIT AND STRUCTURAL FOOTINGS FOR ALL NEW SITE DRIVE-THRU WNAGE (TYPICAL). 3.0 KEYED NOTES: 1.1 PROPOSED PANERA SPACE 1.2 DRIVE-THRU LANE 1.3 EXISTING PAVING 1.4 NEW SHRUBS BY LANDLORD 1.5 CMU TRASH ENCLOSURE BY LANDLORD 2.1 PRIMARY BUILDING ENTRANCE 2.2 HOLLOW METAL SERVICE DOOR. SEE SHEET A-2.0 AND A-4.9 FOR MORE INFO 2.5 ACCESSIBLE STALL WITH WHEEL STOP BY LANDLORD 2.7 NEW PARKING AND DIRECTIONAL STRIPING BY LANDLORD 2.8 NEW CONCRETE WHEEL STOP BY LANDLORD 2.9 CONCRETE PATIO SC-5 FINISH BY LANDLORD. SEE SHEET A-0.45 FOR PATIO DIMENSIONS AND A-4.9 FOR SPECIFICATION 9 DWNG SITE LIGHTING 3.2 NEW LANDSCAPED AREA BY LANDLORD 3.3 EASTING GAS METER LOCATION NEW 20'x12'x8' THICK 5000 PSI MIX CONCRETE SLAB ON GRADE POUR FLUSH WITH 3.4 ADJACENT PAVING. INSTALL 6xO9fo W.W.W. 3' FROM TOP OF SURFACE. GC TO PROVIDE LEVEL LANDING WITH A 2X (1:50) MAX. SLOPE IN ALL DIRECTIONS 3.5 AND MAX. THRESHOLD HEIGHT OF 1 /2'. 3.6 _6PEOSE H6PH 3.7> EXISTING ACCESSIBLE RAMP 3.8 NEW DRIVE THRU SIGNAGE BY SIGNAGE VENDOR. Q%EE .,I >.. s A--0,4" Are:) A-0 14 > CR I,£0R.�: i EI'AILS 3.9 NEW ACCESSIBLE RAMP BY LANDLORD 9EXISTING POLE MOUNTED ELECTRICAL TRANSFORMER <8> 4.2 EXISTING PARKING J 4.3 t..E 91 .... , A . i Hi 2.7 2.7 INDICATED BY O SYMBOL N 4 )'��EYPLAN SCALE: NITS 3 # 4 3 � 4 NEA BREAD -)I BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 a� w W 0 � z J� z z w a. w w o Q o il w rM Q m M C o LL r J m J w Lu J Q = Z LL _ aUtiN N d. PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-1.1 ARCHITECTURAL SITE PLAN FILE: 1693-A-1.1.dwg GENERAL NOTES: A. GC SHALL COORDINATE THE ANCHORING AND INSTALLATION OF THE ROOF r TOP CONDENSER UNITS WITH THE FOOD SERVICE EQUIPMENT MANUFACTURER. I B. REFER TO STRUCTURAL AND MEP DRAWINGS FOR RTU/CURB ANCHORING I AND INSTALLATION. I I DOUGH C. ROOF MEMBRANE & PENETRATION FLASHING SHALL BE DUROLAST ROOFING, I COOLER 2.4 INC. PRODUCT SHALL BE 50MIL COOLZONE SYSTEM, COLOR WHITE OF I CONDENSER FREEZER 2.6 PRE -APPROVED EQUAL MEMBRANE SHALL BE PREFABRICATED IN SECTIONS & CONDENSER INSTALLED ON SITE FOR MAXIMUM EFFICIENCY. CONTACT JAASON CARPENTER FOR I r -I E:1 L PRICING INFORMATION AT 1.618.917.6455. I - - r- -- - _- -I :2 4 ------�-- 8 I I DOST1NG SLOPE I �� \ I L J 1 /4" PER 1 �-0" �` I I \ \ I I 1.3 2.5 I 1.3 18 , I L- -� I COOLER I A-1.3 i T I CONDENSER 2.4 1.9 t I �� 1.2 L I / 1.4 I IL-y I 1.7 . . . ............. ----- I1.8 ; I -A Imo\ I +-------� i I 8 1.4 1 KEYED NOTES: INDICATED BY SYMBOL 0 O 3 i. �.. _1 [� (^t^`EP h!`[' r-i'".1..,_..., .i.i., ,� tta,: '� r• " 1.1 E•ILUW r l'. FIR ,L, r i .+EW:" ; i'ub::�'J. I 1.4 o Ld 1.2 ROOF CRICKET. SLOPE FOR POSITIVE DRAINAGE. I N 2.1 CONDENSER UNIT. SEE DETAIL 8 SHEET A- 1.3 FOR SLEEPER PLATFORM. EXISTING SLOPE 2.4 1/4 PER 1 0 1.4 EXHAUST FAN. REFER TO MECHANICAL DRAWINGS. 1L5 O D/T ICE I_ MACHINE 1.5 NEW AWNING BELOW (TYP.); REFER TO SHEET A-3.1. CONDENSEEL I 2.4 O r -1 8 <>6 NEW DURULAST SINGLE PLY CLASS "C" ROOFING MEMBRANE OVER 4" MINIMUM RIGID INSULATION. 2.7 I EXISTING SLOPE 1.4 -' -- - -- 1.3 �E 1.7 EXISTING GUTTERS AND DOWNSPOUTS f f BI�1 O 1 /4q PER 1 -0" �COOLER CONDENSER I r - -, 1 8 ROOF TOP MECHANICAL UNIT. REFER TO MECHANICAL DRAWINGS. L- 1.3 1.s EXISTING STANDING SEAM OVERHANG I I 1.2 I I/\II TO A _XTjR 2.0 ; ,O tJE 0K LIGHT E , REFF.rj'. --1 OCOPING JOINT W/CAP FLASHING SEAM. TYP. REFER TO DETAIL 21 /A-1.3 EVERY 20 -0 RUN MAX AND 240 MAX FROM EACH CORNER. I 2.2 EXISTING ROOF HATCH 15 I 2.3 NEW SCUPPER AND DOWNSPOUT. REFER TO PLUMBING DRAWINGS. i I ISi1NG SLOPE 2.4 GC TO PROVIDE AND INSTALL RUBBER ROOF MATS FOR MAINTENANCE fi EX I TRAVEL PATHS. I 1/4" PER 1'-0 4" WATER HEATHER COMBUSTION. REFER TO MECHANICAL DRAWINGS. 2.50 I I 2.6 4" WATER HEATHER FLUE. REFER TO MECHANICAL DRAWINGS. 2.4 T 1.7 I I 2.7 DEMO EXISTING BLOCKBUSTER CANOPY 2.4 I 18 - - � 1.2/\y I 21 I EXISTING SLOPE it I I 1/4" PER V-0" 'I 1,5 M T f .� .............. 1.9 fi •�'.. E.:s4 E .3� E,±,1.1,.j.F i ' H 717777/77, <:. E............... 2.7 I x# > '....:...............'...'............................................;. Y •�• X,i ..:.: z NER -:- ---- -E-----------�----------.------------� ------- - - - - - - - - - - - - - - - - - - ------------- ._....'.:, ; BREAD i :r. i; ......... .... ................. ... ................ ................. ...... . ......... .... .............. ........... ... (N) 24 ROOF PLAN 4 KEYPLAN SCALE. 1/4 - 1-0 SCALE: NTS BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 m 1-1 W H W W Z_ -J+ LL (7 z W W a OW Q J � Lu Ip oc � 2 W - C) 0 Q aa: I I LL I it Nt Nt WLo M M Q M u- J Ui Q m J_ W W a z N =� Q Q ad N i �.-_` PERMIT/BID SET ISSUED 10.17.12 .............................................................. _O U) W w ................................ .......... ...................... ....... ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-1.2 ROOF P1_AN FILE: 1693-A-1.2.dwg .1 L DURO—LAST PREFABRICATED JAY R. SMITH MFG. CO. DOWNSPOUT Duro—Last Two —Way Vent with STACK FLASHING NOZZLE MODEL 1770 WITH BIRD SCREEN prefabricated skirt OPTION, NICKEL BRONZE FINISH I I ti ® I I 4' (GALV.) I I CTI ANCHORED THRU FACTORY WELDED DECK DURO—LAST ABRICATED I D. VENT SKIRT 1 PAIR OF COMPOS URO—LAST SEALANT » EXPANSIO 01 HING. 8 MIN. TYP FASTENER AT JOINT INSU 0 i COVER SHOP FABRICATED DRAIN RINGS PLAC LOW INTO D IPI AS IBLE S G INSULATION. I METAL DOWNSPOUT PREFORMED CORNERS, TYP FASTEN AT MIDSPAN ONLY DECK COPING MUST BE INSTALLED TO ALLOW IT TO INSTALL ONE VENT FOR EVERY 1,000 SQUARE FEET OF :MEMBRANE MUST BE FASTENED AROUND THE DECK ® R EXPAND AND CONTRACT AT JOINTS R —LAST DECK MEMBRANE. VENTS SHALL BE EVENLY S ED BETWEEN ROWS OF FASTENING TABS ACROSS THE ROOF. IMETER OF THE DRAIN WITH THE SAME FASTENING PATTERN ELEVATION AFF S I AS THE FIELD MEMBRANE, NO LESS THAN ONE FASTITIER PER E ATI NS ' NOTE 2: CUT A 7—INCH HOLE THROUGH DURO—LAST MEMBRANE DEN' NOTE 1. BIiAWE ALONG THE PERIMETER OF EXPANSION I FOR VENT INSTALLATION AND INSTALL FEET UNDER MEMBRANE. NOTE 2: THE OPENINGS IN THE DRAIN RINGS MUST FACE IN JOINT MU BE MECHANICALLY FASTENED WITH THE SAME I I DO NOT FASTEN VENT TO DECK. OPPOSITE DIRECTIONS. SEALANT AND DRAIN RINGS ARE TO FASTENING PATTERN USED ON THE MEMBRANE IN THE FIELD I I MATCH LOCATIONS. AREk I I I I BACKER ROD AND SEALANT I AROUND PERIMETER 21 TYPICAL COPING DETAIL 17 TWO-WAY BREATHER VENT 13 OVERFLOW DRAIN DCK-TO-WALL EXPANSION JOINT DOWNSPOUTI EVAD71MON 1 TYPICAL 114 P. MEE�fLL Q!.. 5 N. T.S. N. T.S. N.T.S. N.T N.T,S. N.T.S. 6X6 INSIDE CORNER NEOPRENE GASKET GASKET 3'-1" OVER ALL OPENING LENGTH (ALL AROUND COVER) CANTED — CANTED — LUMBER 2'-6" FRAME 4" BASE CLEAT /INSULATION FILL RECTANGULAR PENETRATION GALVANIZED INSIDE & OUTSIDE IL NAIL 6" O.C. SLAM HANDLES W/ LATCH PADLOCK HASPS 6X6 BUTTERFLY CORNER =" BE FLAT — CLEATED CLEAT MIN. DURO—LAST PREFABRICATED (SPECIAL ORDER ONLY) E rl CUSTOM CURB' 4' ' SPLICE FLASHING � � ^„ COVER • LOCK STRIKE COVER LINER 3: W DOUBLE CLEAT — DECK & PADLOCK HASP 1" THICK 3 FIELD CRIMPED FIBERGLASS COVER Z o R NOTE 1: IF TH ARE TO PENETRATE THROUGH THE COPING NOTE: DIFFER USES FOR THE 6X6 INSIDE AND OUTSIDE INSULATION W CAP, THEN RUBB G MMETED FASTENERS MUST BE USED. NOTE: PERIMETER FASTENING OF THE DECK MEMBRANE WILL BE THE CORNERS. REMEMBER TO KEEP THE EMBOSSED SIDE OUT ON O SAME FASTENING PATTERN AS THE FIELD MEMBRANE, MAX. 18—INCHES TAN AND THE SMOOTH SIDE OUT ON WHITE AND GRAY. �b f NOTE 2: INDIVIDUAL SECTIONS OF COPING CAP AND COPING CAP ON CENTER, AND NO LESS THAN ONE FASTENER PER SIDE. BUTTERFLY CORNERS ARE SPECIAL ORDER ONLY. ARM GUIDE ACCESSORIES MUST BE JOINED BY A SPLICE PLATE. NOTE 3: ALL JOINTS BRACK ARE TO BE SEALED WITH DURO—LAST CAULKS AND/OR SEALANTS. HOLD OPEN Y ARM W/ RED VI FRAME W/ CAPFLASHING (CORNERS FULL RI f� ,° NYLON = ROLLER COPING CAP OPTIONS 22 18 RECTANGULAR PENETRATION DECK -TO -WALL EXPANSION JOINT 14 N.T.S. N.T.S. N.T.S. WELDED) CAST IRON DOME STRAINER r' �r f CLAMPING RING/GRAVEL GUARD ' DURO—LAST APPROVED I, PINTLE BILCLIP SEALANT — CAULK (1/2 .......... .... HINGE FLASHING TUBE MINIMUM), I j SYSTEM SB-240, OR STRIP —MASTIC N DURO—LAST MEMBRANE ^ I: I (SEE NOTE 1) DE —Lo CLAMPING BOLTS 2-1/4' " SECTION 1 RIGID DRAIN N.T.S.FIBERGLASS 3-1/2" INSULATION LIFTING MECHANISM W/ FER G REINFORCED COMPOSITE TUBES AND ELECTROCOATED COMPRESSION SPRINGS NOTE 1: DURO—LAST MEMBRANE MUST EXTEND BEYOND THE BILCO TYPE S INSIDE OF THE CLAMPING RING. BE SURE THE OPENING WHERE ROOF SCUTTLE; WATER PASSES THROUGH THE MEMBRANE IS NOT SMALLER THAN THE OPENING OF THE DRAIN. 15 PVC ROOF DRAIN N.T.S. 11 ROOF HATCH DETAIL SCALE = 9"= V-0" EM- ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED TO WITHSTAND STAINLESS STEEL BAND;E HURRICANE FORCE WINDS AS PER F.B.C. POSITIONED 1/4—INCH WING NUT/BOLT ASSEMBLY (3 TOTAL) THE ROOF UNITS SHALL BE MOUNTED ON MIAMI—DADE APPROVED ALUMINUM FROM THE TOP OF THE STANDS PROVIDED BY EQUIPMENT SUPPLIER EQUIVALENT TO PRECISION vA TYPICAL VENT PIPE STACK FLASHING ALUMINUM PRODUCTS ALUMA STAND, NOA #07.0509.09. - STAINLESS ATTACHMENT TABS .- ��p • STEEL BAND (3 T0106k STRUCTURAL" `. �� A� Ate. •� � DURO—LAST, FRAME '` FACTORY TABS PREFABRICATED VENT . f f 8" STACK FLASHING RECOVERY A ._ ' ' f `` REVERSE MIN. PLATES AND FASTENERS E °a �' 1 INSTALLED TO SPECIFICATION :.� FASTEN MEMBRANE INTO BOTH DECK THE DECK AND THE WALL SO 6 THAT THE MATERIAL IS NOT IN ALLOWED TO BRIDGE. W NOTE 1: IF A LEAD FLASHING IS PRESENT ON THE PIPE, IT � LEG CUT TABS TO ALLOW FOR SEALANT OR MASTIC AT THE TERMINATION POINT MUST BE REMOVED BEFORE A DURO—LAS STACK FLASHING IS SUPPORT INSTALLED. FLASHING DETAIL = W NOTE 1: THIS DETAIL CANNOT BE USED ON TAB SYSTEMS THAT NOTE 2: MEMBRANE ATTACHMENT AROUND THE PENETRATION NOTE 1: ALL ATTACHMENT TABS FOR THE WIDTH OF EQUIP HT. OF LEGS rn EXCEDE 60" TAB SPACINGS OR ON FULLY ADHERED ROOF SYSTEMS' WILL BE THE SAME AS THE DECK MEMBRANE, MAX. 18—INCHES STRAINER MUST BE SECURED TO THE MEMBRANE BY HEAT WELDING. UP TO 24' 14' » PIPE .rj� ON CENTER, AND A MINIMUM ONE PLATE/FASTENER PER 25TO 3616COLUMN �11�� P$ NOTE 2: R IS NOT RECOMMENDED THAT THIS DETAIL BE USED FLASHING. NOTE 2: SEE DETAIL 2020 FOR DRAIN 37" TO 48" 24" S IF MORE THAN 24" OF MATERIAL WALL IS NEEDED TO FLASH A WA INSTALLATION INSTRUCTIONS. 49 TO 600 30" 61' AND WIDER 40" ROUND PENETRATION ROOF DRAIN DOME STRAINER EQUIPMENT STAND DETAIL PERPENDICULAR TAB WALL FLASHING 16 12 8 4 N. T. S. N. T. S. N. T. S. N. T. S. ------------------------------------ BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 4� W M m Cl) L_ q CD J fJ J_ Q/ i 2 W W Q Z Q Q N d- a U �L ES PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: JenniferA. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-1 3 ROOF DETAILS FILE: 1693-A-1.3.dwg 10 3/4• GENERAL NOTES: I EXISTING DEMISING WALL HOURLY RATING OF WALL TO BE VERIFIED IN FIELD SIM. PROVIDE TWO E3 LAYERS OF 5/8" PLYWOOD ...—:—:-.-�:�:�:.--- A. PROVIDE 1' AIR SPACE AT SIDE(S) OF OVEN/PROOFER dt COOLER/FREEZER (MIN. 3' i __ __ AT BACK OF OVEN). UAL NO . . b x FY ALL MENSIONS & SPECS W/ PMENT 1 4 1/2' •,,,•. •••.• I IOVEN/PaR00FER AND COOLER/FREEZERI (TME PRIIriE ONLY). I I I 29'-3 1 2' PREP WALL FOR FINISHES 8'-0 1 4rNo ,L1 1/ . A --.--. FINISH ON WALLS BEH ND ------ -----INSTALLEDSYSTEMS. 4 1 4' t f ; ' _-....---_..:............... ROUGH— NS FOR PHONENALARM, SOUNDD, & MICROS SE ELECTRICAL SHEETS; / d: I H3F r. \---------- 4!2'—O"XCUSTOM LENGTH PLASTIC LAMINATE WHITE DESK TOP CLEATED TOW W/(2) 2' t, .€..............................., I • ; I L3 ■� ago .{ DIA. GROMMETS; 3 16• DEEP PLASTIC LAMINATE WHITE SHELVES MOUNTED ON ;� L3 ;� Wit} HEAVY—DUTY KV STANDARDS WITH ADJUSTABLE BRACKETS. N °' N C. G.C. TO PROVIDE BLOCKING FOR SUPPORT OF RESTROOM ACCESSORIES AS RECOMMENDED BY MANUFACTURER. SEE INTERIOR ELEVATIONS. I � 4 1/2 1)"', - • ;t • D. PROVIDE 5/8' CEMENT BACKING BOARD ON ALL KITCHEN & RESTROOM AND OFFICE 6'-3 1/2' i : •;: cn 22 —0 1/2 R ` "„ WALLS FLOOR TO 2'-0' A.F.F. H3 1 r3 8 I r 2,Nlmml, -° E. REFERENCE THE FOLLOWING SHEETS: G—SL GENERAL CONDITIONS & PLAN SYMBOLS ;.� , 1 A 0.42 AND G—ADA ACCESSIBILITY GUIDELINES. 3'-4' 3'-1' 22'-2' 3'-6'1/4� ' 10 3/4' S' ■ ■� 10 4' 104 , F. ALL INTERIOR DIMENSIONS NOTED ARE FROM FACE OF DRYWALL TO FACE OF N .f1 1 DRYWALL do EXT. DIM. NOTED ARE FROM FACE OF BLOCK TO FACE OF BLOCK/MEIAL a Go STUD, UNLESS NOTED OTHERWISE a t. .. I 14'-9' 13'-4' E' 5•t: 4 3-10 1 /2' 'M 4'-7 1 /2' 31-2 1 /4' 3'-2' 5'-1'; ; { 41 I : • DRIVE THRU i 24 b, A 0.42 1 20'-3 /2' 24'-6 1 /4' 26'-3' 1 •I 4'-6" AL .F.F in � 1 1 !`r+-� �� v > � • = M - K3----------------------------------------------- 1 NO INSUL. I µ M (SIM.) 1 K6 r K6 l I c5. N 1 1 /4 , 1 1 •i f j ra < I 4'-4 3/4" ; 4'_y 4'-3 1 /4" 1 1 86 f 121 11m:\ :a.....n. I A3 A3 i 6 —5 1/4' 2'-0'CZ COLD N `� to _ 1 1 j S1 0O BEVERAGES MEN WOMEN � 1 ( i 14-5 1/2' 8, i a SIM. NO DUROCK I v/ A3 CORRIDOR 1 CORRIDOR SIDE SIM. NO DUROCK10 f ' Cm N a I I K3 CORRIDOR SIDE ■ v, 'q 2mmN j' ` € • T-0" A.F.F R3 in \ K3 \} R3 T-0" A.F.F 91'. F3 1 I i i r r 1 5'-01/2• 3'-4' 8'-41/4�' 5 —10 5 —9 11-11 10 —10 .. I �... �5' 5 i> _ � 5, 5, � N r / I cm 4'-4 3/4' I 5 1/2' 106 I i f I N N 12 —3 J6 J6 SIM. NO DUROCK C RRIDOR SIDE J6 l I N I I 1'-9 1/4' �• — ' I on 4e A3 23 c A3 P3 A3 P3 A3 8 F 1 Cj101 a 3 4zoo_ No 8 3/4 3 —0 2 —11 1/2 3 —0 7 2 1/4 2 —5 } k • 1'-7 3/4' 1'-7 3/4" M 5' �V .6 %4e E�4. DINING ROOM :� ,e,3 M q C ` 0I N — W W r l f f N ap t' tf . 6'-6r 13'-0 3/4' 26'-8 1/2'>It2 '-5' v, 5' 5' j 4 Go r I ............................. 3 .. I 13, —2 1/40 v/ v/ E .—c ° i i i`�i,-, Yl—i4--l-1—`r>-3 t • F`.•;` d x I i0 �c ■� F3 I A3 F t, `f x H ..... ^ o t i - ....................... � I t((( ' i .e . ..... i I 33 tl CDi G ............. < j \ fE i 4' A - � �.... x. f i ! � , ! i j I Yf� .� � F t; ti• \ Cx � ,%- .�''.� P � v' '+� r •'�' I i '',lr! e tf; r, fj. li!F�-BI !?! }._.. ,`.';',`.i 4 k a \ ' 4 E'`.\p- c.> � - t: a ram' i3 � ,; ..: € iif'i':',!!s t i:frt,% t%�, } ; ',�.s'�• . cad \ N ." s {_ i:•. 14 _ 3 ... ............. ............. .............�................... NER\ ..........-. .... a...... .... .._............... ._....... _-.-....-......................................... ......._.............._......... --------......---..............._..._........_.:...........----------------...-.....n._.................. 441 � 'N' Nk 41 14o, Nk 4-1 %k %k 41 L %k SP Nil Nv LQ " BREAD 24 DIMENSIONED FLOOR PLAN 4 KEYPLAN SCALE. 114 = 1-0 SCALE: NTS BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) .PROTOTYPE UPDATE: 2012-01 0" w LW r d- M m C W J -j r m J W W Z N Q Q a C U tc-,-4 N t am ft PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-2.0 FLOOR PLAN - DIMENSIONS FILE: 1665-A-2.0,dwg 0 c F Nv - A. � L\ . - 4 - 4 5. A • . 4 . e:' - A, - n A ------- s .. ...... ,.,. _.............. - j :E„ ''� aS ;••rya `� ```• \. I"----' ------ i"f -1 ... _......-- --- --- €: .: :::::: I:t,:€ x /` y " - . . . I{( is :a;� ____ ....--, i, :a : 13E {. :3 : `a i; ♦+t !r I I 1 I :2, .a I:------- :i: 64 i i - I E: I. : E } 11 ill j ff �1. E� I I a• Eaa f E ;1 } f { f (: f 6.4 _ _ f {: 77 3I '3- 3- t� 3 j I ( li I r • fr : • : ('y : t OFFICE %3 ) .l' A.! C II !f r�� 1 l s 111� \ \ y� � : I I E I •( 33j F s a '� l 1:7� ...................................... , i i i I ,, i li =.! i I; i E f I a II_ F' I 1 :.& ; `:%:, �11 it !f I .i................................... . I ,j ----- I� j9 I I : I ♦ i OOLER ; , _ �•� UTILITY _- �..:� � U ,1 @.. : II , a t' C L _ __ "_.._....._-,---.___ ;-_.__-- _ _ _ _ - (i I I----- - i F <EEZER .r' a_ I Il _ __ _ . _ i ! ; ( BAKERY REAR ' 7 ;'', ; , (j I I : I; 6.4 I ;, ', 6.4 ; € I v,, iI �` `v II VE...............I.....I � �{ --- _ :I .4 I I I I i L _- ,may ... i . I Ii I is i 6.2..... '�J 9---� . } f= : . _: ,,, 16i liii1lj ": jEi i,ii Ifi1E`: M '� . .- A 4 _. L......... � , -� h' 1.3 - A '. BAKERY SERVICE � Jam 4 : _ _ . 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I I ; : %k r... ._ .- ,:::k:::::: ; `'. i.,.---._-_.__4_J W GENERAL NOTES: KEYED NOTES: INDICATED BY0SYMBOL A PROVIDE 1' AIR SPACE AT SIDE(S) OF OVEN/PROOFER & COOLER/FREEZER (MIN. GENERAL 3' AT BACK OF OVEN). VERIFY ALL DIMENSIONS & SPECS W/ EQUIPMENT MANUAL 1.1 ��OT f C;;. NO FINISH ON WALLS BEHIND OVEN/PROOFER AND COOLER/FREEZER (TAPE & PRIME ONLri „;;nc o. E !^ xE > a,^ r nr,'r,' 3': y� , G 4 4 p 3 4 '�E I'J!' !TS! 7! 77 QJ ( �7-G�. I C .a �(7 I 4! �! I � E _ 1.2 ^ter 1� `r wH'.., s .�4 H- , ' W ., . &OFFICE AREA TO INCLUDE THE FOLLOWING (SUPPLIED & INSTALLED BY GC): ROUGH -INS FOR PHON ALARM SOUND & MICROS SYSTEMS. SEE ELECTRICAL. � � 1.3 SOLID SURFACE SILL PROVIDED BY GASEYVORK SUPPLIER, INSTALLED BY GC. '- ' T TO O SHEETS; 2 0 xCUSiOM LENGTH PLASTIC LAMINATE ALMOND DESK OP CLEATED DIMENSIONS TO BE FIELD VERIFIED. SEE 10/A-4.5. :ALL, W/(2) 2' DIA. GROMMETS; (3) 16' DEEP PLASTIC LAMINATE WHITE SHELVES MOUNTED ON HEAVY-DUTY KV STANDARDS WITH ADJUSTABLE BRACKETS. O 1.4 ROLLER SHADES TO BE INSTALLED - FULL WIDTH OF WINDOW OPENINGS FROM CEILING TO CLOSEST HORIZONTAL MULLION OR 30• AFI' (TABLE HEIGHT). SEE A-4.9 C. G.C. TO PROVIDE BLOCKING FOR SUPPORT OF RESiROOM ACCESSORIES AS FOR SPECIFICATION. RECOMMENDED BY MANUFACTURER. SEE INTERIOR ELEVATIONS. fir.. -.:CS 7lv-v��:f. �C7�,-. j I!'1�4G'C: �.��,3'}"(�S �r 3"Cf`!i dJ'.�1fliTQ'..,S t7EJ .IFS 1.5 , .: .-r...,r;;1 - i, „ D. PROVIDE 5 8 CEMENT BACKING BOARD ON ALL KITCHEN RESTROOM AND OFFICE O t WALLS FROM FLOOR TO 2'-0' A.F.F. AT WORKROOM WALLS WITH TILE FINISH, �. ,A �" P•r.. �i ,,.,r. ,,rl, ,F,.. .,.. ,,.. JR{ PROVIDE CEMENT BOARD TO 6 -0 A.F.F. _ _ , -_ , ,- :SCE: 1.6 i.: s:£l:,i rl'.E li W3�;' is in L'-t' O �! E. PROVIDE 5/8' PLYWOOD BACKING BOVIRRD ON KITCHEN & OFFICE WALLS (2'-O'AFF TO CEILING), SEE PARTITION SCHEDULE FOR WORKROOM WALLS WITH TILE FINISH. 1.7 RECESSED PHONE BOX PROVIDED BY CASEWORK CO, INSTALLED BY GC. SEE DETAIL 20/A-4.6. (WD807 ON PLAN) F. OCCUPANCY LOAD SIGN SUPPLIED & INSTALLED BY G.C. / STOREFRONT: .. ,.. ., ,-��.:��:, .:... ..,.a.. ...,. ,,..,E ....,.,,, ,. :, .:�:, .:�. n. r-,:, w . y, ,.. 6... „_... y m.a '- , .u.. ,� . , ,,_:'�. T ,a < ,, :., „ : ,m�,,, 5.1 GC TO PROVIDE CLEAR MOD. ALUM. FRAME W/ 1 INSULATED GLASS O 1 "' • - . `�' STOREFRONT (CLEAR GLASS). SEE ELEVATIONS FOR TEMPERED GLASS CATI . H. REFERENCE THE FOLLOWING SHEETS: G SL GENERAL CONDITIONS &PLAN LOONS (OR AS REQUIRED BY CODE) . SYMBOLS AND G-ADA ACCESSIBILITY GUIDELINES 5.2 PROVIDE GRAPHIC FILM TO EXISTING STOREFRONT GLAZING j� : J. ALL DIMENSIONS NOTED ARE FROM FACE OF DRYWALL TO FACE OF +a I 5. 3 - ,,.,, ,, r, ^, " n; n a ' Ai , r ,' J ♦: � i i r'' a _ A, ^T,. nx �}:. is DRYWALL. :r j - K. BOOTH/BANQUETTE SEATING SUPPLIED BY FURNITURE SUPPLIER, INSTALLED BY G.C. -' UN ' i BASES TO COVER FLOOR TRANSITIONS. SEE EQUIPMENT PLAN FOR FABRICS AND 5 4 G.C. TO PROVIDE CLEAR MOD. ALUM. FRAME/SINGL.E-PANE GLASS SIZES. GC TO APPLY VINYL BASE TO ALL TOE KICKS UPON INSTALLATION. VESTIBULE. SEE STOREFRONT ELEVATIONS FOR TEMPERED GLASS 1. 4 , I L ELECTRICAL EQUIPMENT BY GC. SEE ELECTRICAL DRAWINGS. LOCATIONS (OR AS REQ'D BY CODE). - M. PLUMBING EQUIPMENT BY GC. SEE PLUMBING DRAWINGS. WALLS/EQUPMENT/PROTECTION: • /' 1 . w w . [ .r a ,r 1 CLEAR ACRYLIC CORNER GUARD FROM BASE TO 8 0 A.F.F. 6.1 n --- O SUPPLIED &INSTALLED BY G.C. PROVIDE ON All OUTSIDE CORNERS IN - ( ) 1. PUBLIC AREAS OF THE CAFE. CORNER GUARDS ARE TO BE •--`•-• --°--• -- �•'•'-•••"""- MECHANICALLY FASTENED W SATIN ALUM BRADS AS RE UIRED. . / Q P. LAP TILE JOINTS AT OUTSIDE CORNERS TURN CUT TILE EDGE TOWARD GROUT ALL 1 1 :�. I . EXPOSED TILE EDGES TO BE FACTORY FINISHED. ° 6.2 STAINLESS STEEL CORNER GUARD (16 GA.- 1 1/2,� RETURNS). INSTALL .- OVER TILE FROM FLOOR TO 8'-0" A.F.F. B.O.H, 7'-0' F.O.H. OR 2 UNDERSIDE OF BULKHEAD/ ARCH. (SUPPLIED & INSTALLED BY G.C.) k♦ , -: STOP QUARRY TILE BASE O BACK EDGE OF CORNER GUARD W/ BULL ' _'_�__ NOSE EDGE 6.3 STAINLESS STEEL END CAP (16 GA.- 1 1/2' RETURNS). INSTALL OVER ,,•--- TILE FROM FLOOR TO 8'-0" A.F.F. B.O.H. 7'-0' F.O.H. OR UNDERSIDE • OF BULKHEAD/ ARCH. (SUPPLIED & INSTALLED BY G.C.) STOP QUARRY I TILE BASE O BACK EDGE OF CORNER GUARD W/ BULL NOSE EDGE i 6.4 STAINLESS STEEL CLOSURE PLATE (16GA.) FROM FLOOR TO CEILING OR BOTTOM OF BULKHEAD. SUPPLIED & INSTALLED BY GC ( ) -I---s.5 INSTALL TILE W/ EXPOSED FACTORY -FINISHED EDGE; STAGGER TILE t_ O �__ WHERE TILE WRAPS CORNERS SEE SHEET A-2.3 FOR TILE FINISH. iw > 6 i r' r; r r„ I O,'F^3 ;:r &E::"g,.,. ,.,,�o•.;'r- .• rlEW' -, aid } �Le.1�i �Ti ' i i' a T.x:(..iii`u` 6.7 i Der : i:. d,r: <r s: �..(, �'_-`," ..,F .rs ? E:' <:L."31;- 'Ds 5Ti-.. .a.r „'a j" (J Y iSi;-i-i4', .� /',"F r)l 'a ''�: OF-1� I tit ", e e 'e'C e� ilLI C;1e F�I� 1 , y a+f,L 'i1 ri ae` -i IjJ';,.i'{ii"I "I..e ia4 �tiriii: 3'-if, � fir'-``----• g g 1" BOSTON-BUMPER GUARDS INSTALLED 0 30" & 60" AT ALL EXPOSED WALLS IN BACK OF HOUSE, SEE INTERIOR ELEV. REFER TO MATERIAL & �___ FINISH LEGEND FOR SPEC. i 6,g BLACK BOSTON-BUMPER PROTECTION 0 CASEWORK, 012' AND 30'AFF 10 B1 BOSTON BUMPER GUARDS 0 18' AND 36' AFF. I i \,-_ UTILITIES: ~-- O 6" PVC SODA CONDUIT LINE BY GC ABOVE CLG. FROM BAG-N-BOX TO SODA MACHINE WITH SWEEPS, SEE EQUIPMENT AND PLUMBING DWGS. /f . 7.2 CPI PANEL, HEAD/BASE DETAIL 8/A-4.5. I MISCELLANEOUS: I 8.1 ,,,. , ,. . I �. * I W %4e t f/f iR Nv 7 1 :: n , E -..-- :........... i, :: a�3 : 3f S � f`(} A I Q : F 1' is E. 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CONFIRM TILE THICKNESS AS THESE MAY VARY. CONFIRM THAT NO OVERALL FLOATING OF FLOOR IS REQUIRED. C. COORDINATE FLOORING TRANSITIONS & BASE TILE INSTALLATION W/ MILLWORK SHOP DRAWINGS & FIELD CONDITIONS. D. ALL THRESHOLDS SHALL HAVE A MAX HEIGHT OF I" ABOVE EXISTING CONCRETE SLAB &/OR INTERIOR FINISHES. E. SEE FINISH SCHEDULE ON SHEET A-4.9 FOR SPECS OF ALL FLOOR COVERINGS. F. TILE TRANSITION BETWEEN ROOMS TO BE CENTERED ON DOOR FRAME G. SEE PLUMBING DRAWINGS FOR DIMENSIONS & LOCATIONS OF FLOOR DRAINS do FLOOR SINKS. // j I-," - KEYED NOTES: INDICATED BY SYMBOL !E � ` . £. - E 1.1 LINE OF TOEKICK/TILE TRANSITION AT CABINET TO BE SET DIRECTLY ON CONCRETE 1 • z} . 4 ' ' SUBFLOOR. 6x12 TILE BASE TO BE INSTALLED ON CUSTOMER SIDE OF CABINET, ' �' T5 COVE BASE ON EMPLOYEE SIDE COORDINATE LOCATION W/ MILLWORK SHOP ° DRAWINGS h EQUIPMENT CUT SHEETS. '� -` `a # 4 1.2 CARPET W/ SCHLOTER-SCHIENE SATIN ALUMINUM TRANSITION STRIP • ALL �_ I TILE -CARPET. INSTALL CARPET FLUSH W/T1LE USE JOHNSONITE TILE TO -CARPET ". , � TRANSITION TO LEVEL CARPET. ......; - i- .� f ' 4 ; .i- 1.3 USE EPDXY GROUT AT FREEZER / PROOFER. N. M.:i', /. r, - . _; -- �! ` ' '/ : i I 1.4 TILE T33 TO BE INSTALLED IN Yj RUNNING BOND PATTERN W/ FULL TILES AS O t i. f : - SHOWN. 1.5 g = 1.5 NEW CONCRETE BOLLARD. SEE DETAIL 2/A-0.45. I - ! & 1.6 INSTALL 75 QUARRY TILE IN COOLER/FREEZER. FREEZER TO HAVE RECESSED, '' l INSUUTED SLAB. SEE 14 A-4.6. / . G 1.54D, 1 1.7 G.C. TO INSTALL WATERPROOFING MATERIAL AT WAILS ADJACENT TO THE COLD O v, i� - R f� BEVERAGE STATION AND DEMISING WALL - SEE 2/A-4.6 FOR SPECIFICATIONS. .!9 am 0 w RA �. EXISTING THRESHOLD MAX. HEIGHT r ABOVE EXTERIOR CONCRETE SLAB. 's, / i 1. a SEE 3/A-4.6. FLOAT }!" MARINITE STRUCTURAL. INCOMBUSTIBLE INSULATION UNDER RACK OVEN. 1.9 INSET SHEETS 2" INSIDE OVEN FRAME, LEAVE 76" CLEARANCE AT EDGE OF TILE, SEAL GAP WITH HIGH TEMPERATURE CAULK e NEW LANDSCAPE AREA BY G.C. SEE SHEET A1.0 FOR MORE INFORMATION. 2.1 EXISTING CONCRETE SIDEWALK. 2.2 NEW FLOOR DRAIN/FLOOR SINK. SEE PLUMBING DRAWINGS. 2.3 NEW COLORED CONCRETE PATIO BY G.C. SEE A-4.9 FOR FINISH SPECS. C24>RAISED 12" CONCRETE CURB • WATER HEATER. RUN TILE UP AND OVER THE CURB - SEE DETAIL 24/A4.5. C25>NO TILE AT MOP SINK. SEE EQ SHEETS AND PLUMBING SHEETS FOR MORE INFORMATION. a 6" CONCRETE CURB FOR CPI PANEL SEE DETAIL 8/A-4.6. 2.7 EXISTING CONCRETE CURB RAMP. O2.8 NEW ACCESSIBLE RAMP BY L.L - _. . G LE END. `'' i W - T5 6X6 TILE QUARRY i i....... : t...-.. .j€ f....... i i E W `'' I i 5--.-•! I RUNNING T33 1 3 R G BOND PATTERN AS INDICATED ON i ,. PLAN ERAMICA 12x24 41 i 1 ti �-'-/-\--� :: : ........ i d RA - - - -... - - - .---,....--.-.-. --.-. . .1 11 I 1. ,. . .. ...... 1. -.... ... C1 - QUARTER TURNED mlimpiiiiiiiii �-��:�:�I- 111111111� NOT USED ;iii C2 - QUARTER TURNED n, :.:.f1: _h .. l ..; ; ,:..i..i. 1:+. :.t } _, r _ fi .. SC-5 - LIQUID INTEGRAL. COLOR - COLOR: TERRA COTTA A .. WATERPROOFING. SEE KEYNOTE 1.7 -..-..-..-..-..-..- *NOTE' SEE SHEET A-4.9 FOR ALL FLOORING FINISHES. 1 BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE; 2012-01 W 1-1 atg tg W Lu w 0 1 z_ J LL z z W y w b€ Lu ow 2 I� 1 i a 1-1 J g1 8a (!) g --�; I �-: Negis 9 Lu cr l = W U 0 a a A U- Ii W � M v m� 0 " v- J _j r m J J W W Q 0� z 11 Q Q 19t a aUtiN t _� j i " i i I - .\ V In PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 1017.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott [ � -- -- ........... ----] SHEET NO: A-2.2 FLOOR FINISH PLAN -- ; - - - - - - - - - : ; : : I I : ............... ** ....... * ............................... : : : : - : ...., _......_ ...... .... : : I ; . ::��K " . ... ............................. . � ......... � I __" � U: �:. : - __ - �== . ' ; \ I � /` ,----� \ i .1 --f: : : : I I i. . - --T--,- . ... ............. ............... ... I : I . : : I lon : " � ,�/ ---t-_-_,w__-____ : . . 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( #_1/` ,._- '' :. ,� 'tr......... .......... i1 .. ..*� 1 n f n 7_ n ,ram. ...........:......... _ ............_ .. ,.... tr............ ......... ............. ... ................. ............... ................ ... 4 -8 1 4 8 1 2 _ .__ Id - i �; 3Ai.. E.Q. E.Q. `V 3A.. \V .... E.Q. E.Q. 10 / E.Q. E.Q. 3�._.. _..._. _..... ' " {. ' ■ ; / -6 8 -0 13' 6 8 -0" . . ,< REFLECTED CEILING PLAN 24 SCALE:1/4"=-1'-0" e¢--- r: I -- -- - r -r - 1..... ; I .... 1 �-. ; � 1 I 1 4i i I E ? I y-._.,� Y i l f 'J I I ; i j! j i :_ ' ; L-i---a' -__L _' - --i - _�-_- 4 L, RCP GENERAL NOTES: A G.C. SHALL CONFIRM ALL CEIUNG HEIGHTS. COORDINATE W/ EXISTING CONDITIONS. NOTIFY OWNER/ARCHITECT IF SPECIFIED HEIGHTS CANNOT BE ACHIM. B. SEE ELECTRICAL DRAWINGS FOR POWER do CIRCUIT. C. TRACK SPECIFICATION AS INDICATED ON FIXTURE SCHEDULE ONE 20 AMP CIRCUIT REQUIRED FOR EACH 20 FT. SECTION OF TRACK. LENGTH OF TRACK AS INDICATED BY (XI ON PLAN. D. ALL FIXTURES TO BE CENTERED IN 2X2 CEILING TILE U.N.O. . E. ALL FIXTURES TO BE PROVIDED BY RECEIVED STORED do INSTALLED BY ELECTRICAL CONTRACTOR. , F. (6) WEEK LEAD TIME ON THE ACOUSTICAL COUNG TILES do COUNG GRID. G. ALL FIXTURES TO BE OBTAINED THROUGH NATIONAL ACCOUNT FROM APPROVED PANERA, U C VENDOR. H. SEE FINISH SCHEDULE FOR ACOUSTICAL CEILING TILE SPECIFICATIONS (ACT). J. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE, OF ALL LAMP TYPES. TO BE LEFT AT JOB SITE AT END OF JOB. K. MECHANICAL SYSTEM DIFFUSERS NOT SHOWN ON THIS SHEET do SHALL BE COORDINATED BY G.0 PRIOR TO CONSTRUCTION. SEE SHEET M-2.1 FOR LOCATIONS. L G.C. TO SUPPLY (1) UNOPENED CASE OF EACH TYPE OF CEILING TILE USED. M. WHERE APPLICABLE, PENDANTS SHALL BE CENTERED OVER TABLES. N. WHERE APPUCABLE, PANERA VENDOR TO EXTEND SPEAKER SYSTEM INTO EXPANSION AREA; • CONNECT INTO EXISTING SYSTEM. KEYED NOTES" INDICATED BY O SYMBOL OARCHITECTURAL BULKHEAD/SOFFIT - SEE INTERIOR ELEVATIONS & DETAILS FOR ADDITIONAL INFORMATION. OFOOD TRANSITION FROM ACT #1 (GENERAL USE 2x2) TO ACT #2 (2x2 FOR USE OVER PREP.) K',AL. FOLLOW FRONT EDGE OF CASEWORK TYPLY. CUT TILES 0 TRANSITIONS AS REQUIRED. SEE DETAIL 21/A-3.2. OACOUSTICAL CEIUNG TILE TO ABUT TO SIDE OF COOLER/FREEZER. SEE DETAIL 16 A-3.2. / 1.4 FRAMED BULKHEAD FROM TOP OF COOLER TO VMIN ABOVE CEUNG. SEE DETAIL G.C. SHALL SUPPLY do INSTALL STAINLESS STEEL CLOSURE PANELS AROUND 2.1 PROOFER FROM TOP OF EQUIPMENT TO 6' ABOVE CEILING. `3n:i,�:ru 33 p '`.£:,r• `3`L.i':.x`"YF''�;J �l-ff.;. O W _ � �_ ... OOVEN HOOD (PROVIDED BY CAPTIVE AIR do INSTALLED BY G.C.) STAINLESS STEEL CLOSURE PANEL ON ALL EXPOSED 2.3 SIDES, FROM TOP OF HOOD TO CEILING - HOOD FURNISH WITH LIGHT (BY MANUFACTURER). REMOVABLE STAINLESS STEEL ACCESS PANEL (16GA) FROM TOP OF EQUIPMENT TO 2.4 CEIUNG. SEE DETAIL & ELEVATIONS. 1202 EGGCRATEGRILLE FOR BAROMETRIC DAMPER DUCT. REFERENCE MECHANICAL 2.5 DRAWINGS. G.C. SHALL INSTALL OWNER -PROVIDED DISHWASHER FOOD. REFERENCE MECHANICAL DRAWINGS. O n r A t' < it' < 1 fi+ I I I' n iE t'.}'{ � ��i. '4� I^s,.tt r.. ..... .... .7liril 134i.f`ft. U. .. xrr �?i C. r .. .'x`I �3 1.: ,: ,. ..3"" 33i.?1 >f�t,,, t(::t .<s+ 'i13- -�J. �h, ,` 'ikt "';�;,if:;,3;-,r i.n n.r ... ' . `rel�rF�pt4+f' w dE'rA_l?E%E� fi�tvl�G 5�= S�� _L„, v ,rU." D:X� fN((FOR', ( fi>R E INFO, HEW L:T iNDIt�iD3i,1F'tL E. :,:R '3a'z. `?C_i'_ SiC,i +'EINEiOR :�i'{U('` ;l:\0't4�EN-1 I'�)€1 2.9 ITEM 466) SEE SHEETS A- 5.1 & OA-5.2 FOR MOUNTING HEIGHTS. SEE ELECTRICAL SHEETS FOR CIRCUITING. RCP LEGEND: ACTS - (BACK OF HOUSE) I I -- DASHED UNE DENOTES EXISTING CEIUNG/LIGHTS BEING I %.�i 1 REMOVED I x I = -- ----dI L-- al I I 1 BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 m 1- w is !, I 1 Wti w & C W z -j I z z W W a OW I a 11 J R 8 I (!) Ip .) .. = U w w a 0= I a LL I I ig w r_ W A Y M Q mCj) M o _J LL r m J J J _ WLLL a Z Lcl>- = Q Q N IL 0-UI--N W \ -" I f '_ a In PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 12070 5 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott mompmom SHEET NO: k-, .1 REFLECTED CEILING PLAN NEW CONSTRUCTION FILE: 1665-A-0.1.dwg -- - - - I I A I 13. ; lki 13, 11II.t al-itlkii t ALl ;I .1 W:IIIU �Ln L1; :Iu 71 LIGHTING SCHEDULE LAST UPDATE: PU2009-01 CODE QTY DESCRIPTION MANUFACTURER MODEL VOLTAGE BULB TYPE FIXTURE LOCATION MOUNTING TYPE NOTES ACCOUSTICAL CEILING (ACTS) ? 1859 ? ? ? ? ? ? ? ? (PAINT- P52) CYUNDRIX SERIES CANOPY 20 WATT METAL HANGER WIRE SADDLE TIE (TYP) CMH5 16 CMH TRACK FIXTURE AMERLUX CYLTV-20-T4GU6.5-E-WT-C-120- 120 MC20TF/U/GU6.5/830 MONOSPOT K HALIDE WITH HALOGEN WARMING REFLECTOR NF-D82690 SIGNS/ARTWORK -NARROW FLOOD BEAM- WHITE TEXTURE BRACE WIRE SADDLE TIE (TYP).. FINISH MENUS, BREAD & CYUNDRIX VERTICAL BALLAST SERIES TRACK " c° 11 -6 A.F.F. C MHT2 1 6 C CMH TRACK FIXTURE AMERLUX AM C YLTV-20-T4GU6 5-E-WT-TL1-120-WF 120 MC20TF/U/GU6.5/830 BAGEL WALLS DECK TRACK 20 WATT METAL HALIDE WITH STANDARD REFLECTOR - WIDE FLOOD BEAM- WHITE . ------------...-- - ..........OVEN erni� of wiz: Acr cl:osuRE ; TYP SIDES TEXTURE FINISH 6" ALL VBU 20 WATT M156 T4 SINGLE MENUS, BREAD & CYUNDRIX VERTICAL BALLAST SERIES TRACK 20 WATT METAL HALIDE WITH STANDARD " GWB OVER 20GA 3 METAL STUDS T 0 16 OC, EXTEND STUDS TO DECK CMHT2 1 CMH TRACK FIXTURE AMERLUX CYLTV-20-T4GU6.5-E-WT-TL1-120-WF 120 ENDED CERAMIC METAL HALIDE BAGEL WALLS, DECK TRACK REFLECTOR -WIDE FLOOD BEAM- WHITE (PAINT ACCENT COLOR -SEE RCP) LAMP - 1615 LUMENS OVEN CMHT3 8 CMH TRACK FIXTURE AMERLUX CYLTV-20-T4GU6.5-E-WT-TL1 - 120- CL-DB2690 120 MC20TF/U/GU6.5/830 PASTRY COUNTER TRACK CCYUNDRIX SERIES TRACK 20 WATT METAL WWDE WITH HALOGEN WARMING REFLECTOR .1..0......_A.F.F. 0..- ...._...............__..._ ACT 1 CEILING - SPOT BEAM- WHITE TEXTURE FINISH ACOUSTICAL CEILING TILE (ACT1) VERTI4AL GWB CEILING CLOSURE (BEYOND) (PAINTS ACCENT COLOR -SEE RCP) VBU 20 WATT M156 T4 SINGLE ARTWORK, HOT/COLD CYLINDRIX SERIES TRACK 20 WATT METAL i CMHT4 34 CMH TRACK FIXTURE AMERLUX CYLTV-20-T4GU6.5-E-Wf-TL1-120- 120 ENDED CERAMIC METAL HALIDE BEV & TRACK HALIDE WITH HALOGEN WARMING REFLECTOR COMPASSO ATTACHMENT CLIP NF-DB2690 LAMP - 1615 LUMENS CONSOLIDATION - NARROW FLOOD BEAM- WHITE TEXTURE 2-1/2" USG COMPASSO EDGE TRIM i i FINISH ARTWORK, HOT/COLD CYLINDRIX SERIES TRACK 20 WATT METAL AT ALL SIDES OF SLOPED CEILING i I"ACCENT LIGHT FIXTURE CENTERED (PAINT P1) -_ __ WITHIN RAISED CEILING, SEE RCP CMHT4 2 CMH TRACK FIXTURE AMERLUX CYLTV-20-T4GU6.5-E-WT-TL1-120- 120 MC20TF/U/GU6.5/830 BEV & K HALIDE WITH HALOGEN WARMING REFLECTOR NF-DB2690 CONSOLIDATION -NARROW FLOOD BEAM- WHITE TEXTURE FINISH SECTION POP UP CEILING DETAIL 7 E1 4 EXIT SIGN ATUTE XNLRU W/ BATTERY BACK-UP 120 LED - SURFACE UNIVERSAL MOUNTING SCALE: 3/4'--V-0" EXT1 8 WALL SCONCE PROGRESS P5644-31-BLACK/P8797.31 130 (2)75PAR30/CAP/NFL-130V EXTERIOR COLUMNS WALL SHADE COLOR: BLACK WITH P8797-31 TOP COVER; MOUNT AT ADA ACCEPTABLE HEIGHT FIXED HOOD COLOR: DARK BRONZE, EXT2 2 WALLPACK RAB WP2CF42 _ NAED #20871: SYLCF42DTEIN830ECO EXTERIOR WALL EMERGENCY BATTERY BACK UP IS AVAILABLE, FOR 120V USE WP2CF42/E1, FOR 277V USE WP2CF42/E2 EXT20 4 CEILING FAN THE MODERN FAN CO BN50NKNLOOl 120 NONE PATIO CEILING BRIGHT NICKEL FINISH; PROVIDED BY G.C. EXT3A 13 EXTERIOR GOOSENECK MP LIGHTING A812-EB 120 SYL100A90SSXL130V ABOVE AWNINGS WALL BAS249 ANGLED SHADE & E849 ARM & BASE EXT6 4 EXTERIOR WALL SCONCE MEYDA 35613-10CFL 120 26 WATT CFL EXTERIOR WALL HONEY ALABASTER LENSE-AGED BRONZE METAL FF2A 1 2' WALL WASH DAYBRITE FIXTURE, MCGIL.L SLEEVE N117-UNV-1/1-EB1 (SLEEVE: 2278) 120 (1) F017830ECO (22135) BREAD & BAGEL WALL WALL 2' 1-LAMP FLUORESCENT STRIP WITH SLEEVE FREEZER/COOLER CEILING, FF2B 2 4' WALL WASH MCYBRI LL SERE' N132-UNV-1/1-EB1 (SLEEVE: 2295) 120 (1) F032830ECO (21777) BREAD &tea' WALL 4' 1-LAMP FLUORESCENT STRIP WITH SLEEVE � SELF-SUPPORTING =* CF32DT/E/IN/830 NAED 20884 O s FR5 33 GENERAL USE DOWNUGHT UGHTOUER 8022CCDW-7132BU 120 - 3000K RECESSED RECESSED RECESSED FLUORESCENT DOWNUGHT- CLEAR v z ACT-3 CEILING FR5_FEM 9 FLUORESCENT EMERGENCY LIGHTING UGHTOUER FAF.M3E - ATTACH TO FLUORESCENT 20-40W FLUORESCENT EMERGENCY BALLAST b :D 0 0 10'-0"AFF WITHIN '- BACK OF HOUSE N 0 BALLAST (FR5) DOWNUGHT (FIELD INSTALLED) w wEj WALK-IN COOLER/FREEZER WALL & CEILING FR5A 15 LENSED DOWNUGHT UGHTOUER 8091CCCDW-S6132BU 120 CF32DT/E/IN/830 NASD# 20884 RECESSED RECESSED RECESSED LENSED FLUORESCENT ... ............ ...... - 3000K DOWNUGHT- CLEAR FR6 12 2 X 2 2-LAMP RECESSED INDIRECT/DIRECT FLUORESCENT TROFFER UGHTOLIER CFS2GPF2FfUNVPR - FT4ODL/28W/830/SS/EC0 RESTROOM & CONSOLIDATION RECESSED - FR6-HEM 4 FLUORESCENT EMERGENCY LIGHTING BALLAST (FR6) EMFJZGILITE FPS132 - - - MOUNTED TO FIXTURE FIELD INSTALLED FR7 7 KITCHEN; 2 X 4 UGHTOUER XP2GVA332UNV-03 120 (3) F028/835/XP/SS/ECO BACK OF HOUSE RECESSED 2 X 4 3-LAMP RECESSED ACRYLIC FLUORESCENT TROFFER COOLER/FREEZER HEAD DETAIL $ FR7-FEM 3 FLUORESCENT EMERGENCY LIGHTING EMERGI-ATE FPSI-32 _ _ _ INSIDE BALLAST CHANNEL OF 20-40W FLUORESCENT EMERGENCY BALLAST SCALE: 1-1/2"=1'-0" BALLAST (FR7) FLUORESCENT (FIELD INSTALLED) FIXTURE f - ROOF JOIST P 6- X48' ENCLOSED, GASKETED, LOW TEMP FURNISH W/ LOW TEMP. BALLAST 0 COOLER f1' STRUCT. DWGS• ROOF STRUCTURE ......--r X 4 - #8 TEK ...... FR9 6 FIXTURE; 1 LAMP -SHATTER PROOF KASON 1810ES 120 SYLFP54830HOEC0 COOLER/FREEZER SURFACE AND ZERO DEGREE BALLAST 0 FREEZER; ,' ;' SCREWS POLYCARBONATE DIFFUSER; GLOSS WHITE CEILING FIXTURE PROVIDED BY COOLER VENDOR, .................................... . s.............. S.S. TOP CHANNEL SHEET METAL DEFLECTOR LAMPS SUPPLIED BY LIGHTING VENDOR GP11 6 GENERAL HP PENDANT - BETA LUMETTA PN/FP3157A 120 (1) 18W/120V DBX CFL DINING ROOM CEILING CANOPY MOUNT CUSTOM LUMENATE, WHffE CORD &CANOPY„ SEE ELEVATIONS FOR MOUNTING HEIGHT ACTS CEILING TILE 3" MIL. STUD ATTACHED _.._ 0 10'-0"AFF WITHIN BACK OF HOUSE TO STRUCTURE ABOVE. f, f._-_- _..............._ 10 -0 AFF GP2 2 GENERAL PENDANT FORECAST F5166W / F5107-70 120 (1) 33114A19 TCP 14W A -LAMP GU-24 BASE - SURFACE AMBER GLASS, BRONZE FITTINGS, SEE ELEVATIONS FOR MOUNTING HEIGHT r; 2'-0" (1) 33114A19 TCP 14W A -LAMP AMBER GLASS, BRONZE FITTINGS, SEE 20METAL STUDS 'd- PANEL RETURNED AS GP3 4 GENERAL PENDANT FORECAST F5151 / F5107-70 120 GU-24 BASE _ SURFACE ELEVATIONS FOR MOUNTING HEIGHT SHELF 0 16 OC W/ z 3 5/8' 20 GA------ - - - l.` METAL STUDS �.. �.:... 2 x BLACKING W/ " V GYP & FRP TO OAL o REQUIRED TO ALLOW O 16 GA. STAINLESS STEEL FOR SNUG FIT. GP4 3 GENERAL PENDANT FORECAST F431 / F430-70U 120 (4) T02 26W SYLVANIA () CF26DDE830ECO 105V 50/CS SURFACE WHITE GRASSCLOTH SHADE, BRONZE FITTINGS, BRACING 0 4'-0' �,.- SIMPSON 'H2' HGR. STRUCTURE ABOVE 0 CHANNELS ATTACHED 0 1/SKU SEE ELEVATIONS FOR MOUNTING HEIGHT O.C. STAGGERED AT FA END co -H 12" O.C. W/ 24 GA. STEEL ACCESS "� 'INFERNO" iv SS. HARDWARE . PANEL W/ (2) 1 GP5 5 GENERAL PENDANT FORECAST F5171 / F5107-70 120 (1) 33114A19 TCP 14W A -LAMP _ SURFACE RED GLASS, BRONZE FITTINGS, PARALLEL P E R P E N O I C U L AR N FINGER HOLES TOP OF OVEN/PROOFER ALIGN W/ TOP OF GU-24 BASE SEE ELEVATIONS FOR MOUNTING HEIGHT (1) 14W FLUORESCENT KATHERINE GLASS, SATIN NICKEL FITTINGS, 00 GS10 7 GENERAL SCONCE FORECAST F4330-36 120 CF14EL/A19/830 SYLVANIA 130Y _ WALL SEE ELEVATIONS FOR MOUNTING HEIGHT SEE RCP h 3 - _� OVEN/PROOFER S.S. BOTTOM CHANNEL GS13 4 GENERAL SCONCE - NEWTON SQUARE LUMETTA PN/W3157A 120 (1) 40 WATT MAX' L7 DINING ROOM WALL CUSTOM LUMENATE SHADE, BRONZE FINISH, ...._ CONT. METAL TRACK oo ?a CANDELABRA BASE, SPFL3660 SEE ELEVATIONS FOR MOUNTING HEIGHT f` = co WALK-IN DOUGH COOLER OVEN/PROOFER GS9 1 GENERAL SCONCE FORECAST F4400-36 120 50W G9 BASE - WALL ISOBAR WAVY GLASS, SATIN NICKEL FITTINGS, MID: 6'-6' A.F.F. CEILING AS PER , c� WALL & CEILING T1-2 1 TRACK UGHTOUER 9102WH 120 N/A CEILING 2' SINGLE CIRCUIT RADIUS TRACK- WHITE " FINISH SCHEDULE ' ; . 4 20 GA. METAL STUDS 0 16' O.C. o T1-4 10 TRACK UGHTOUER 9104WH 120 N/A CEILING 4' SINGLE CIRCUIT RADIUS TRACK- WHITE 5/8- GYP.BID. BOTH T1-6 9 TRACK LIGHTOLIER 9106WH 120 N/A CEILING 6' SINGLE CIRCUIT RADIUS TRACK- WHITE SIDES T1-8 2 TRACK UGHTOUER 9108WH 120 N/A COILNG 8' SINGLE CIRCUIT RADIUS TRACK- WHITE WF10 1 WARM FLOOR LAMP LUMETTA PF3660F4D992L178 130 75A/67/SSXL-130V SMART ROOM/CAFE FLOOR LUMED992 ORANGE DIFFUSER BRACING DETAIL DOUGH COOLER HEAD DETAIL 19 OVEN/PROOFER HEAD DETAIL 22 15 SCALE. 1/4"=V-0" SCALE. 1-1/2"=1'-0" SCALE: 1-1/2"=1=0" FR-14 13 TRIPLE TUBE VERTICAL LAMP UGHTOUER 7132BU 120 B022-26 OR 32 W TRIPLE TUBE EXTERIOR CEILING UL LISTED FOR DAMP LOCATIONS CONT. 4x4 W/ 'A35- EACH SIDE W/ EXIST. ROOF SHEATHING BENT TAB PLATE TO 4x4 ACT3 ATTACH METAL FRAMING TO ROOF JOISTS. CONTINUOUS TRACK EXIST. ROOF TRUSSES ER -A35- W/ B� TAAB4 PAT (u);10 j METAL TRACK CEILING HEIGHT , .................... .... 1 ; 20GA METAL +, ++ STUDS. PERPENDICULAR T-GRID (2OF �y,T TRUIS ' I ACT, HEIGHT VARIES .. BEYOND SEE REFLECTED CEILING PLAN BARAMETRIC DAMPER, SEE MECHANICAL x LAY -IN ACCOUSTICAL CEILING 0 10'-0"AFF ................................................................................................................................ :..:.:::.:..::.,:;...:,-::;.....::, .77.::_: . ` 44x4 To (2) D.C./ TYP BOTH SIDES NEW 8' 16go. FETAL STUD BRACE O 48' O.C. W/ (3) #10 METAL SCREWS EACH END -� 16 GA. STAINLESS ........... STEEL CLOSURE PANEL ACT#1 I ACT 2 NEW 3 5/8' 20go. HUNG METAL STUD O 18" O.C. W/ (2) #10 SCREWS TO 4x4 WOOD BLOCKING r CONTINUOUS T-GRID & ALIGN GRID WITH FRONT YA3,2 SEPARATING ACT 1 '� EDGE OF CASEWORK ++ NEW 1 sg° CONT. METAL TRACK PINE TOP RAIL ACT#2 BELOW _ _ _ _ _ MILLWORK CONTRACTOR, R, SOFFIT PAINT VARIES, INSTALLEDBY G.C. OVEN/PROOFER SEE SHEET A-3.1. %" GYPSUM BOARD. - ...u.--............................. ............................................................................................. ........................ ..................................7------- �`• SHUTTERS BY METAL TRIM, FLOAT & TAPE. • • • - • • - • NEW ACOUSTICAL CDUNG TILE SYSTEM MILLWORK CONTRACTOR, BOTTOM ELEVATION VARIES INSTALLED BY G.C. SEE PLAN. NEW WOOD SHUTTERS ATTACH TO METAL TRACK THRU ACT. REFERENCE ENLARGED DETAIL, THIS SHEET FULL HEIGHT SHUTTER HEAD DTL PROOFER SIDE WALL DETAIL BULKHEAD DETAIL LING TRANSITION DETAIL SECTION FULL HEIGHT SHUTTER HEAD 8 24 20 16 Q:FIR SCALE: 3"=1'-0" SCALE: 1-1/2 -1-0 SCALE: 1 -1-0 6"=1'-0" SCALE: 314'�--1'-0" BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W u M m cr) C) 0 J Q J W W Q z N Q Q a (L N On ES PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-3,2 LIGHTING SCHEDULE DETAILS, SECTIONS FILE: 1693-A-3.2.dwg ALL FOCAL ART - HEIGHTS VARY TYPICAL BAKERY MENU PANEL 4 VARIES - SEE PLAN CMHT4 Of � LAMP TO HAVE 18- SPREAD (TYP.) LAMP CENTERLINE (TYP.) i i i i i CONE OF LIGHT, TYP. i i NOTE: LAMP TYPE COULD ALSO BE A CMHT1 (MONO POINT) THESE HAVE A 25' BEAM SPREAD m ALL INDIVIDUAL ARTWORK SLICER BAY WITH MENU PANEL ABOVE ALL STACKED ARTWORK 4 1T1 BE) G2 - COLD BEVERAGE BAR WD401 CM 2 B OND i LAMB TO HAVE \ \ 40- SPREAD (TYO�) \ o € ` € \ ! i \ E \ j \ \ t \ 4 \ t \ € €1 t LtL BREAD AND BAGLE WALL WD815A CI AnCe-^Ck1T G3 - COLD BEVERAGE BAR WD402 TRANSITION BETWEEN ACT1 & ACT2 CUSTOMER SIDE EMPLOYEE SIDE ESPRESSO BAR WD201 WITH FAUX CUBE GENERAL NOTES: A. GENERAL CONTRACTOR IS RESPONSIBLE FOR PLACING ALL DIRECTIONAL LIGHTING AS INDICATED ON THE ENCLOSED DIAGRAMS/SECTIONS PRIOR TO OPERATIONS TURNOVER. REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL INFORMATION. B. CENTER TRACK FIXTURES ON TRACK, ALLOW EQUAL SPACES BETWEEN FIXTURES. C. FOR INSTALLATION PURPOSE ONLY. D. IF THERE IS A CONFLICT BETWEEN THE AIMING DIAGRAMS AND INTERIOR ELEVATIONS, PLEASE NOTIFY THE CONSTRUCTION PROJECT MANAGER FOR CLARIFICATION. G3 - HOT BEVERAGE BAR WD502 TRANSITION BETWEEN ACT1 & ACT2 —� VARIES - SEE PLAN CMHo� L LAMP TO HAVE \ \\ 18* SPREAD (TYP.) \ v 2a a a VARIES CUSTOMER SIDE EMPLOYEE SIDE BAKERY CASEWORK WD101+ TRANSITION BETWEEN ACT1 & ACT2 VARIES SEE PLAN DECORATIVE PENDANT (DESIGNER CHOICE) CENTER OF LIGHT CONE SHALL ALIGN WITH CENTER OF SURFACE 1 1 `\ LAMP TO HAVE 1 W SPREAD (TYP.) 1 \\ 1 3 i \ ..... _._ E; EE j 0 €€ j o ## I € € € .......... € i ice' i i f CUSTOMER R SIDE EMPLOYEE SIDE CUSTOMER SIDE EMPLOYEE SIDE ESPRESSO BAR WD201 CONSOLIDATOR WD401 WITH DEPICTOR PANEL BAKERY CAFE: #1693 SYSTEM-.G3 (GLOW} PROTOTYPE UPDATE: 20 I W u cM CC co 0)oLL CD J C6 �+ W W J a = Z 04 a Q a.U"N i 1 - --------- IPERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-3,3 n 24 . . SCALE: 3/4"=1'-0" ACCENT LIGHTING AIMING DIAGRAM FILE: 1693-A-3.3.dwg ELEVATION A r22, WOMEN'S RESTRO SCALE: 1/4'=1'1" 'o► L -C? ? ELEVATION B 0 ELEVATION A n MEWS RESTROOM ELEVATION SCALE: 1/4 --1'-0" ELEVATION B SOFFIT ABOVE -ALL SIDES • P83 P83 _.._...._. _...� , , LL LL LL LL.; OPEN TO • `� ` 0 o BEYOND .: a_ . z 9 WD4 10in V7A VB1 I WD4 ELEVATION A ELEVATION B 24 RESTRO SCALE: 1/4"=1'-0" 0 ELEVATION C ELEVATION C ELEVATION C ELEVATION D ELEVATION D i ELEVATION D �_ A9 .� c, ELEVATION E INTERIOR ELEVATION GENERAL NOTES: 1. NO FNISH TO BE NSTALLED BEHIND WEN, PROOFER, AND COOLERS (GYP. BD. TAPE AND SAND) 2. METAL BASE ATTACHMENT AT COOLERS/FREEZER SUPPLIED BY MANUF. MID INSTALLED BY G.C. 3. INSTALL VINYL BASE AT TOE KICK OF ALL BOOTHS AND aWI)EnES 4. S.S. CLOSURE ABOVE OVEN AND PROOF% RPM AND W9ULL0 BY G.C. SEE DETAIL SHEET 5. MENU PANELS/BANNERS - SEE GRAPHICS PLAN FOR LAYOUT, LOCATIONS, MOUNTING HEIGHTS AND SCHEDULE 6. MILLWORK AND MEULMIORK Sl>PPLIED CASEMIORK SUPPLIED AND INSULTED BY G.C. REFER TO APPROVED SHOP DRAWINGS FOR LOCATION, DIMENSIONS, OLTAN,S, AND FINISH RESTROOM ACCESSORY SCHEDULE LAST UPDATE: PU2009-01 I CODE OTY DESCRIPTION MODELJI MOUNTING HEIGHTS ? 2078 ? ? ? A 3 SURFACE -MOUNTED TOILET PAPER DISPENSER BOBRICK B-2890 327AFF TO TOP, C.L. 7-9' IN FRONT OF WC SURFACE MOUNTED ELECTRONIC, TOUCHFREE SCA 309609A - TORK ELECTRONIC INTUITION ROLL 47" TO TOP OF MOTION SENSOR, RECESS OUTLET & PLUG B3 2 PAPER TOWEL DISPENSER, CONTACT BRYAN DISPENSER, BLACK, WITH 3096HWK - PLUG TRANSFORMER BEHIND DISPENSER. YOUNG 303.470.8394 ADAPTOR KIT C 4 SURFACE -MOUNTED SOAP DISPENSER BOBRICK B-4112 41 "AFF TO TOP D 4 FRAMELESS MIRROR W/ BEVELED EDGE 18-WX36-T (T12 BORDER) 40'AFF TO BOTTOM E1 2 42' GRAB BAR BOBRICK B-5806-42 36" TO CENTERUNE E2 2 36" GRAB BAR BOBRICK B-5806-36 36" TO CENTERLINE F 2 COAT HOOK BOBRICK B-76717 72"AFF ON DOOR, 48"AFF ON ADA DOOR G 2 SURFACE -MOUNTED SANITARY NAPKIN BOBRICK B-270 307AFF TO TOP DISPOSAL H 2 KOALA DIAPER CHANGING STATION KB100-00-HORIZONTAL PHJ1.800.764.3454 26.5" AFF TO BOTTOM K1 1 MEN'S ACCESSIBLE TOILET SIGN GRIMCO 6X9 09003BK PH#1.800.542.9941 60" AFF TO CENTER K2 1 WOMEN'S ACCESSIBLE TOILET SIGN GRIMCO 6X9 09005BK PH#1.800.542.9941 60" AFF TO CENTER L 4 LAVATORY PIPE INSULATION LAVGUARD TRUEBRO 100SERIES, GREY INSTAL. OVER HOT/COLD WATER & DRAIN PIPES GENERAL PARTITIONS: POWDER COATED STEEL, FLOOR MOUNTED PARTITIONS W/TOP RAIL, COLOR: M 1 TOILET PARTITION PANERA PARCHMENT. APPROVED ALTERNATE FLOOR -MOUNTED, OVERHEAD BRACE BRADLEY MILLS 400 SERIES, DUSK GRAY. URINAL SCREENS W/FLOOR TO COUNG SUPPORT N 2 WASTE RECEPTACLE BOBRICK B-2300 FREESTANDING P 4 LAVATORY AMERICAN STANDARD 0355.012 2-10"1 0.1 3 WATER CLOSET - ADA AMERICAN STANDARD 3043.102 FLOOR -MOUNTED R 11 1 URINAL TOTO UT104 PER ADA i3} WIFI r 'Z'' } F` 7. vi f{FF ,ir } a }' r F,,,/.,r' r • },: .<"� . `''+'° F:}'F � /�/' FP }r,F i'ya3:'. J ''}i, .F A.4 ,i / 77,. I -AIR f :F ;`.:. CORRIDOR �k F F C� 1 r r HW N ` .._.� A r :: P r. F i L g 24 p ' ;' — — — — — — N ;i �. l 4 ------ D f�} € } € FFFC A I }F� K1 € �i l F I 23 B D CBH }`od :r R € ;I 061 ' I 7�a rF 3'1 R.O. 10" IN } ...........................................................................I F F i < ' " � ..; ��/ i r �FF„< .,'' . `� `�.:�`'._ %•i ,•F!,` } �F",..' .''` ,.•''"' %: fiF'. i FF}/ �.<' FF.t`�,/',; £< / :+'' .``'' ' � /f i ,/ ff/'//•,F,,. ,<,F /,r,+�` F v / , ,'''F` ,u. fF',".'•' � i�''''' 'n,<•., � rr' s'•' /�,,,`'•ff i,! ,..� •'''}i .! .•°' fr`F,} i' }"�'' • f F ............. ................. r f ' �. :............. ............. • i D C E2NS Q1 P L 1r A G F 2` tF I I 4 t74 A M j g 22 p F , t 3 ao i _ �..�....WOM.E.N... �DQ ,. 7-7 1-7 HW ENLARGED RESTROOM PLAN 8 SCALE.- 1/2'�=1'-0" ------ ----- - BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 CM m C LL. J ui Q _J J W W Z LL N = "t LtJ aUtiN t 1 r PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-4 . 1 ENLARGED RESTROOM PLAN & INTERIOR ELEVATIONS FILE: 1688-A-4.1.dwg is ill 111. 1 FIT -FT OCC P82 /,!` All MB2 / S MB2 MB2 € € € € CCD HRS V61 V7A WD4 ELEVATION A n ENTRY/ DINING R SCALE: 1/4" = V-0" ELEVATION ON € I € € ST810 MB2 € € LL_ € � d I I o CD WD109 V. /A ELEVATION A C 1Y' x 1k' OUTSIDE CORNER TO MATCH CLADDING PLASTIC LAMINATE BAWD, FORMICA BLACK. 909-SP WITH VINYL ADHESIVE 'START WITH BREAD' TD(T P7 BW34L ALL SIDES P7 E.Q E.Q. P83 P7 OA65C 0A65A P7 SOFFIT ABOVE ALL SIDES SOFFIT ABOVE OA65D OA65B SOFFIT ABOVE - ALL SIDES -ALL SIDES -AL SIDES v .............. .:.................. ..... :......:. OPEN TO OPEN T OPEN TO EQ. 1'-9" 1'-9" 1'-9" L EQ OPEN TO o BEYOND BEYOND BEYOND BEYOND a L L` d = s o P7 P7 ` 0 m 0 0 C ® m .. o. _. , m U O . ............................. ..................................................................................... r R ............... Ir---A (6) .......................................................... r---n Ir--1 O F ---� 91 IP gg;;4 R R I IP 91 IP 1 biII II R IIo) V7A -, - - -- _ --Ir-Tr-- V7A L. ............ ._7...........}...... ................._..........................1....7..L... r..... WD4 'b J U 23 A-4.5 6i ri l! 1; t/f WD5 , � LL OPEN TO Li d BEYOND o L102 I _ 1 WD5 a10 J v cpo o _=== T !` w n n Ir T33 T33 ELEVATION A 11XV x 1N' OUTSIDE CORNER TO MATCH CU RUSTIC LAMINATE ELEVATION B BAND, FORMICA - a", 909-SP ,M ELEVATION EQ. L E.Q. FA13 CUSTOM I COP Li d b, T �r T1 r --- OPEN TO BEYOND L102 a10 WD5 11 ii a n is T�Z L IJJ J ELEVATION C : :3 I '\..... \ _ `.........� �! I ,.ice y�` s t!.`� .r-' ✓� X :�-- ..Y r �! ! I ! ! , .J �`%f 7_1 i' �. ',� �• ram.. �� j 3 F rth� ) 1 ; \ v L� LU LL_ to =17T ifi ............................... �__ W'll it -- ._........_ ...I ..._...... o ............................_ -- ...._.._..1..*..........*...t.,.._•A .._.._..................� ..........1....1............ ; ELEVATION B SOFFITABOVEFA11A FA11B SOFFIT ABOVE P82 P82 -ALL SIDES -ALL SIDES SOFFIT ABOVE OAl2L SOFFIT ABOVE -ALL SIDES TE.Q. -ALL SIDES E.Q. Q I . : I . \, J. !',..) f- OPEN TO IQ OPEN TO -'`�' —� i . PEN TO BEYOND a ; !.. _ OPEN TO Ld J BEYOND BEYOND BEYOND t+......./.� �..oi m- . od ;" ... .... ... O n A n u R r u R n r {' o WD4 91 IP 1 IP 91 IP IPA IF' _- -` -- -- WD4 0 II II 1 II II tl P7 ALL SIDES ,)I-11 1 ho : n" M ALL SIDES 1'-7 3/4" , nvT I ELEVATION D I ELEVATION C P7 ALL SIDES EQ. EQ. OPEN TO OPEN TO a � BEY ND � B ND o . �_.. 0 GP3 GP3 ,. O C7 LL I . N II � II C::,I OA52 P72 ALL SIDES r n r n ' V7A VB1 'I WD4 I CVB1 I WD4 I ( V/A ) VB1 LEA )(. VB1 WD4 ELEVATION A ELEVATION B ELEVATION C ELEVATION D ELEVATION E ELEVATION F ELEVATION G 23 DINING ROOM/ SMART ELEVATIONS SCALE: 1/4" = V-0" REMOVABLE CLOSURE PANEL 0 ICE MACHINE P82 P82 P72 P72 SOFFIT ABOVE SOFFIT ABOVE ALL SIDES P72 ALL SIDES V.T-- 054 T__ T__ REMOVABLE -ALL SIDES -ALL SIDES P82 ALL SIDES P83 CLOSURE PANEL P83 P82 ALL SIDES WD702F WD702F WD702F WD702F BRS WD702F WD702F WD7D2F WD702F OA4S �.- ---------■. OPEN TO OPEN TO r'I �... :.: WALNUT TOPCAP BEYOND BEYOND C11 P72 E.Q. ' E.Q. OPEN TO WALNUT :OPEN TO OPE TO P72 ALL SIDES �___ m WALNUT pA68A C14 C12 ALL SIDES i _ CM A TOP CAP OA686 OPEN TO P82 Q BEYOND C15 C13 TOP CAP BEY ND BEY ND FINISHED EDGE; 1, Al :. L` BEYOND a u: ILL:s •s' F . A Li 4 P82 L` P82 a Li t�; SOFFIT ABOVE _ d d I d d ............. A OPEN TO d o a T31B o x d d -ALL SIDES o o _.._ #.. ,- ; .. ..........z.. o a ,� Q m P82 - W ...:.......:....... a , . , I . . BEYOND w m o o o -� t PEPSI _ 1 BEYOND W o = = o o WALNUT _ .. _........ _... WD4 _ r--=— f f = I ]C m Y O i _ TBEYOND _ WIFl€.... A SHELF 0 :OF TO ' I OP T - ..................n........ "V — .... -1- ...� . = o ® _ ® E.Q.1 -8 E.Q. OPEN TO mILL:BEYOND : €BEYOND : ir f .. . ....... A T34A m OPEN TO m ® d _-- -,. - L� _...._...........*......... f o BEYOND o o>V : • ;, .____..:......—• _..--. - .-d .........CAU m U - F— C9 CD m •.® a� ��, __� coI �� I T31B ' � II .. ,-._ � .i.....-._. BEYOND c� d � icy : � _..: �..._......___....._..._--� �•� •• •-• d - - ca � v � � II 1 0 � � II II oO I WD4 - .._.._:_..- _. _= .... o -� ---- nl WD603A _...m._ _...._....._ ._....M.._ I I- • _.._.....-._-.LL :�..�.� �.� .�..--.--..�._._.....:�._.�. � .-" ' .� ...._� ... ' � ' � '�� WD4 � .� � c� I 91 IF WD603A � WALNUT UT 91 IF 1 � WD4 0 .............. _ mm .....�.___�..� a CD " PANEL °' -, II II • I I rn II A co •.. .._.. �•..._.....-....=.._.. ...�� " `� '�. d �, ; I of g if 7�7� 1I I I -- - _ I� , IND \ � ''' '* r I I 1 A 1 A A VB1 :... � V81 11 I II 1 I I II VB 1 V7A VBt WD c2fi V7A WD701 V61 WD402R �� BASE - _�� WD502L VB1 V7A V7A V61 V7A V61 063 WD502 WD502L -------------------- WD4 i5) 058C ELEVATION A ELEVATION B ELEVATION C WOO ELEVATION D g ELEVATION E ELEVATION F ELEVATION G ELEVATION H JAM BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 w Y M Q M cM � _j W (o J J J w w Q z LL N =� Q � � W l� tiEs PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-4.2 1( 24 DINING/ SCALE: 1/4" = V-0" BEVE A TIONS INTERIOR ELEVATIONS FILE: 1693-A-4.2.dwg ELEVATION A CUSTOM CUSTOM - ELEVATION B WALNUT IN WALLS r2 2 24 16 .; •• _ . III.II.� INII-IIN �� 1 0n [[� irk ■ 1 1 .. �_�■[� I1w �11 J � -- . —.. ... �' I� rrrrfr,r,�E;JrJ��IM Eli; ='i LEIF1f �_ aT�iii7F111f1 �3E E#E :E#F FFF 3d3< EE�■ate �EEr.WE !IIIM�111 ��1• m�� / ; 1 i�I[ITIli"i ii 1•i�� it it 1!� "l I� LI.IIIII�IF�NI..1■i• IE'aZ"ilr":k�i1i i�li�rllrlExi[.1 U \-S/S FOOT ELEVATION A n2l BAKERY SERVICE ELEVATIONS BAKERY SERVICE ELEVATIONS SCALE: 114" = V-0" 9 % SCALE: 114" = V-0" P72 OPEN TO SOFFIT ABOVE BEYOND Li 31 -ALL SIDES L4 rdph• 3D O co U WD102B WD201 WD201 WD201 WD201 � I WD4 I ELEVATION A 5'-9 1 /4R ELEVATION B SOFFIT ABOVE WDI 10281 ELEVATION C WALNUT TRIM ABOVE TILE 096 033 085 085 08: 03 032 La: � u: d .. - L -7 n_.. �......._.. .... ....... OPEN TO If it BEYOND € ' _ Lo If If mLnas 124 <81 222 CONSOLIDATION ELEVATION 16 CONSOLIDATION ELEVATION SCALE: 1/4" = V-0" 6 % SCALE: 1/4" = V-0" n' -7 4 II" n' n 4 10 ELEVATION A ELEVATION B nDRIVE_ 1THRU/ KITCHEN ELEVATI SCALE: 114" COOLER _ 7 ; .... . it . .. . . . . .f . . a. . . . . . . 43A BOSTON 003 BUMPERS ELEVATION A #E€€ 1�11 11 f FR OPEN TO 00 ---� BEYOND of )24D f r 02 � 029 021 ELEVATION C 11 1 1 1 iIiMFMFM}Ik?KSMr�:#�:�f>�rws:FFMFM##M: � 1 #fSS�i■1JE�,7�ii11 [�tRi�: i�I:s>•fifllti �9i�i71l�:i�: w;Riw�wwwwaRaRrw::aa•RtRaRa• riwwwawr ��EELE##��}w�fEl f�f'fLI�E#!E■Ef�Ew. FF#fiE#�:1kM}N�/: ifRR}w1 f�f�F• i�iM1M1M11fMFM11tIN:�31ElKf�ilt ff�M1�M f #[�}w��t/}#itiiiillf/s)si tLRE#31E�; 1#\}1Flifi■�\ iM R7. IffEM�31111€if lMlllM:1� Jj)j111j1 I jt I: :1D�ftEE#!�■}wi[tt1 �a (({�i1f 1[k( f ( F� ' : uia �LIf[ws��ltFr�[1u�fEEllf�i3��fli�i�3��11�IF 31.•IEI.LII>fdlt3ltil•CI. 11R 3 Cirf'�N��r'�C'11�`u��l•iilt�.`u16 11 , :1 1 1• 1: ELEVATION B Ll U- d O I O _ O44D r ::• :: :: -i r - .............. U ADJUST IN FIELD AS RE1500 005 027D FRP1 OVEN HOOD(IMP f 4-44-44-4411- d H144+444-1 k € € € € F 6- 4 4-F-4 4-1€ 1 F 4-€ +i-� lH -€ €-4 6 4 i f € _ 1i I �mm007 ~007_ ___ mm 007D- - € € r r € tar € € � � mm -� L__ O €It FF444444€r€i44€44444EF€i € k €€ € O - - rf%FfrfC1 €Lii€i €€ kk _ ___ ___ _ 86K _ _ III — — f€1th4'�€4ihf4ftil4€I4fFiFFi� €€€ 1 W k # Lf 11 €# _..--- OPEN TO �- _�rL €€ €€ - € f € € BEYOND Ii€1 l 11f1 --- € I € € f _ ....:.........._ ....... ............. . -- — — f 1 v € — ---- .......... -"•tF� �........... �.,._.... �.W.W.Y.y �jf If�i'"_ _.._...__........4 r•-=='='-� --�--i f€ Il f€€ III f if If I€ €€ }ram — € E f € f 1 If 11 €k € ff 1I 11 11 11 il It €€ If €1 €# Il If 1€ I _ f € — w A �# fE €€ €€ ki€ _ _If _ I 016 016 019 015 018 068 045C 19 013 016 016 016 (027 27 (009 058 045C 019 T5 62 ELEVATION A 15 KITCHEN ELEVATIONS SCALE: 114" =1=0" - }. ............. 7G O (007 007C�_ �� - _ .._.......-.. Ik.........-1111......... #} .............#I--.. . . . . . . . . . fill . . . . - . I - - - - - If. . .Am -- _ --JL-- i €I if =yl —gyp le (y... ; �, €€ fill .. - .... - .. f c::::f::::::::::::::=:. .....11.Ir_ _ .. r--- #ol oo, ## ##'## . k 1. ll If. . v . -A r--�r--11 Ni>7 '.Y-=e................`-'. ....'.Y,..Y.."',�.:�.�:. .Y:Y"'...v..W..i ;.Illf DA ----- - If I� . . . I it . . . . . . . . . . ff.ff . . . - . . . . ..#�r-- IJL WD854 T5 002D E 002 002 ELEVATION C 002 042D 04 042D 0 i 00 FRP1 ALL SIDES I € Li LL_ '• LL: d Li d . 0 6 o 0 0 = OPEN TO €��_ ® m BEYOND` o ® o c..> C-)of R I� f fF •'°'. ...II ff-. co It ELEVATION A ELEVATION B ELEVATION B a ELEVATION B SOFFIT ABOVE -ALL SIDES � 82C P83 826 41W 82 029 010 ELEVATION C 1 1 1��11 -�wMMMMMMMMIMMI•R R 1 1 yy». .�. Ism 469) <453 OPEN TO BEYOND 67 k € €LN J1€II€Ii ELEVATION D ELEVATION C DOUGH I COOLER BOSTON I BUMPERS BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 w� W � I� W z -j z Lu w W W o a RJ � 7 w w a 1 U- w � ccyi m Cl) c CD J Q� 0. m J_ w W J Q = z Q Q 04 a U IN N 't PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-43 INTERIOR ELEVATIONS FILE: 1693-A-4.3.dwg 24 BAKERY REAR/ KITCHEN ELEVATIONS 8 U I IL1 I Y LLLVA I TUNS SCALE: 114 = 1-0SCALE: 114 = 1-0 0 OFFICE ELEVATION A ELEVATION B OFFICE ELEVATIONS 21 SCALE.3/8'�--1'-0" 1'-0" CAFE BACK OF HOUSE RELAY RACK CONFIGURATION (SEE ENLARGED DETAIL) 109 r oSOUND SPEAKER WIRE PULL BOX CCTV (SAWS) SYSTEM RJ11 (SAME LINE AS FAX) 1 24 DEEP PLAS. LAM. WHITE FOR MUSIC SYSTEM INTERNET DOWNLOAD. SHELF (CAPABLE OF SUPPORTING 42 POUNDS) ..... SOUND SYSTEM POWER (3) 16" DEEP PLAS. LAM. 11 128 a WHITE SHELVES W/ INDUSTRIAL _T STRENGTH KV BRACKETS PLAS. LAM. DESK TOP TO of CPU &CPU POWER . BE CLEATED TO WALL w e RJ-45 & SAWS CPUu u 0 GENERAL POWER ALMOND �3 J _ ® SERVICE, GIFT CARD & CREDIT (NO DARK COLORS) w w N 0 CARD BACKUP RJ11 MODEM JACK .035 w (n o J :. PRINTER, GENERAL POWER ........... ................... SECURITY PUSH o MONITOR POWER BUTTON 080 IKEE\ SAFE TO BE o O w25 BOLTED TO FLOOR,079 �P INSTALL FLUSH cn WITH DESK EDGE MAKE UP AIR UNIT REF MECHANICAL DWGS 0 5' X 14" 'B'-VENT BY ADAMATIC - STAINLESS STEEL - 3-SIDED SHROUD TO CEILING BY G.C. FINISH TO MATCH HOOD -ACT6 0 10'-0"AFF -HANGER RODS FOR HOOD. SECURE TO UNISTRUT AT STRUCTURE ABOVE. 3 5 8" MTL STUD FRAMING BRACED AND HUNG FROM ROOF STRUCTURE, DIAGONAL BRACE AS REQ. ti. T8 QUARRY TILE —J 57 3/8" L SIDE VIEW STAINLESS STEEL 3-SIDED SHROUD TO CEILING BY G.C. FINISH TO MATCH HOOD ACT6 0 10'-O" L 97 1 /2" L 11 FRONT VIEW NOTE: SEE MECHANCAL SHEETS FOR ALL ROUGH -INS & ADDMONAL SPECIFICATIONS. CEILING TILE GYPSUM BOARD SOFFIT ABOVE; PAINT PER FINISH PLAN WOOD FIN BE e O I 0 � e co 1 ESPRESSO WOOF co GRAPHIC DEPII PANEL LOCJ P-LAM FRONT R OF ESPRESSO REFERENCE PLUMBING DRAW FOR FLOOR SINK LOCA TILE REF FLOOR PATTERN FOR PAT CEILING TILE :NICE CASEWORK S FOR ORMATION. ILL B'-0" e M M COVE BASE A ALL INTERIOR ESPRESSO BV CUSTOMER SIDE �____' EMPLOYEE SIDE FFICE ELEVATION R SECTION/ELEVATION RACK OVEN SECTION ESPRESSO 22 6 6 LE: 3/8"=1'-0" SCALE: 1/2'=1'-0" SCALE: 1 "=1'-0" CONTINUE METAL STUDS TO CONTINUE METAL STUDS TO CONTINUE METAL STUDS TO STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE EXTEND WALL FINISH 1'-8" 4" EXTEND WALL FINISH 1'-8" 4" EXTEND WALL FINISH MIN 6" ABOVE CEILING MIN 6" ABOVE CEILING MIN 6" ABOVE CEILING ACT2 CEILING TILE 1 " Omit emMM;Mm. ACT2 CEILING TILE-71 •-1 " ACIWGLTW J e 00 w AS REQUIRED FLUORESCENT STRIP LIGHT FIXTURE, 4" " FLUORESCENT STRIP LIGHT FIXTURE, 4" 2" SEE LIGHTING PLAN FOR SPECIFICATION. SEE LIGHTING PLAN FOR SPECIFICATION. GWB HEADER BY GC. PAINT GWB HEADER BY GC. PAINT r GWB HEADER BY GC. PAINT co PER FINISH PLAN. PER FINISH PLAN. PER FINISH PLAN. I ACTS ACT3 M ACT3 CEILING CEILING CEILING MARKETING PANEL TILE MARKETING PANEL TILE TILE WOOD FIN WALL PLAM BACK PANEL, INSTALL MARKETING RAILS AT TOP AND BOTTOM OF SOFFIT, 2" CLEAR FROM BOTTOM EDGE & SIDES. WALL TILE W/ CUSTOM PATTERN OVER DUROCK CEMENT BOARD SEE PARTITON TYPES 3"x1 "x42"H STAINLESS STEEL CORNER GUARD QUARRY TILE COVE BASE AT BACK WALL ONLY; STAINLESS STEEL CHANNEL AT WOOD FIN WALLS. WOOD FIN WALL PLAM BACK PANEL, INSTALL MARKETING RAILS AT TOP AND BOTTOM OF SOFFIT, 2" CLEAR FROM BOTTOM EDGE & SIDES. WALL TILE W/ CUSTOM PATTERN OVER " DUROCK CEMENT BOARD SEE PARTI TON TYPES 3"x1"x42"H STAINLESS STEEL CORNER GUARD QUARRY TILE COVE BASE AT BACK WALL ONLY; STAINLESS STEEL CHANNEL AT WOOD FIN WALLS. FR5A DOWNLIGHT r WOOD FIN WALL WOOD SHELF 0 I i € f I €I e c0 WALL TILE W/ CUSTOM PATTERN OVER DUROCK CEMENT BOARD SEE PARTITON TYPES - € ' i 3"x1 "x42"H STAINLESS STEEL - = I CORNER GUARD QUARRY TILE COVE BASE AT BACK WALL ONLY; L .BA►GEL-SLICER- STAINLESS STEEL CHANNEL Al , € - € € WOOD FIN WALLS. H it € li if i€ rl €9 €€ v BAKERY OVEN/KITCHEN BAKERY OVEN/KITCHEN BAKERY OVEN/KITCHEN TYP SECTION @BREAD WALL TYP SECTION @BAGEL WALL TYP SECTION @BAGEL WALL alCIFE314"=V-0" SECTION 30" WIDE BREAD WALL SECTION 50" WIDE BREAD WALL TYP SECTION 30" BAGEL SLICER BAY QLa_.'E :3/4"=1'-0" 8 SCALE:3/4"=1'-0"SCALE FACTOR: XPSCALE FACTOR: XP SCALE FACTOR: XP BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE U P D A T E: 2012 01 W Q W w W z J U Z W W EL O W Q 7 w WIN = W -� U LL 0" w T_ W � M Q Ca of)-1 J W W Q Z N Q Q � a a. N t � I PERMIT/BID SET ISSUED 10.17.12 ............................................................................................... Z _O U) ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-4A I� INTERIOR ELEVATIONS & DETAILS FILE: 1693-A4.4.dvQ CONTINUE METAL STUDS TO STRUCTURE ABOVE EXTEND WALL FINISH MIN 6" ABOVE CEILING ACT2 CEILING TILE FLUORESCENT STRIP LIGHT FIXTURE, SEE LIGHTING PLAN FOR SPECIFICATION, GWB HEADER BY GC. PAINT PER FINISH PLAN. MARKETING PANEL PLAM BACK PANEL, INSTALL MARKETING RAILS AT TOP AND BOTTOM OF SOFFIT, 2" CLEAR FROM BOTTOM EDGE & SIDES. WOOD FIN WALL WALL TILE W/ CUSTOM PATTERN OVER %" DUROCK CEMENT BOARD SEE PARTITON TYPES 3"x1 "x42"H STAINLESS STEEL CORNER GUARD QUARRY TILE COVE BASE AT BACK WALL ONLY, STAINLESS STEEL CHANNEL AT WOOD FIN WALLS. A 22 / SCALE: 3/4' 1-O" -wo BAKERY OVEN/KITCHEN TYP SECTION @ BREAD WALL 'ON (@ 50" WIDE BREAD WALL AND SERVICE WALL WOOD PLANK CASING WOOD TYPE AND FINISH AS INDICATED ON PLANS VARIES; REFER TO PLANS CLEAR GLAZING; TEMPER AS REQUIRED BY CODE N4" X N4" WOOD TRIM PERMANENTLY ATTACHED CLEAR SILICON BEAD AT BOTTOM OF GLASS ,,— �4" X %m WOOD STOP ATTACH WITH SCREW WOOD TYPE AND FINISH AS INDICATED ON PLANS X" ` WOOD BLOCKING PARTITION AS SCHEDULED ON PLANS G3 ENTRY WALL WINDOW DETAIL 23 SCALE. 1-1/2"=1'--0" E E WATER HEATER I FRP WALL FINISH, SEE A-2.3 QUARRY TILE BASE (TYP 3 SIDES) BULLNOSE TILE E • SLAB ON GRADE #4 REBAR DOWELS INTO SLAB ON GRADE, 12"OC BOTH DIRECTIONS NOTE: SEE FLOOR PLAN(S) FOR CURB DIMENSIONS WA TER HEATER CONCRETE CURB 24 SCALE: 1 "=1'-0" 0 SEE PLAN •:' �M }• R C N VARIES SEE PLAN CONTINUE METAL STUDS TO STRUCTURE ABOVE — EXTEND WALL FINISH MIN 6" ABOVE CEILING— ACT2 CEILING TILE — ACT3 CEILING TILE — %" GYPSUM BOARD; PAINT PER FINISH PLAN WALL TILE TO 7'-6" AFF W/ CUSTOM PATTERN OVER %- DUROCK CEMENT BOARD SEE APPLICABLE PARTITION TYPE PROVIDE %" PLYWOOD BLOCKING CONT. FROM 3'-0" TO 7'-0" A.F.F. 4'-0"Wx10'-0"H FRP PANELS — SEE PARTITION TYPES FOR WALL CONSTRUCTION %" GYPSUM BOARD SEE ELEVATIONS FOR FINISHES METAL TRACK, SAME GUAGE AS PARTITION HOLLOW METAL FRAME W/ STOP SEE PLAN B 11 A 20 .... `... . SCALE..3'=W-0" %" GYPSUM BOARD SEE ELEVATIONS FOR FINISHES METAL TRACK, SAME GUAGE AS PARTITION HOLLOW METAL FRAME W/0 STOP R FRAME DETAILS J w o 2 N I W a o� w w 0 o a I o ih R w I T8 QUARRY TILE `t TYP BOTH SIDES SERVICE OVEN/KITCHEN TYP SECTION @ SERVICE WALL C R 4 2' N HOLLOW METAL FRAME W/ STOP (3) ANCHORS PER JAMB (2) METAL STUDS, TYP EACH SIDE OF FRAME GYPSUM BOARD T31D 3X12BULL NOSE (TYP, SEE ELEVATIONS FOR BOTTOM OF FINISHES BEVELED MIRROR E AT 40' A.F.F. —� II II II II REFER TO MILLWORK VENDOR SHOP DRAWINGS FOR MORE DETAILED INFORMATION. ALUM. STOREFRONT & GLAZING I I I I CONDIMENT CASEWORK REFERENCE SHEET A-2.1 I I I I UNIT SET ON COUNTER FOR ADDITIONAL INFORMATION I I I I LID HOLDER IN FRONT I I I I OF UNIT AREA FOR STACKING r J � DRYWALL WATER CUPS -� I ...I r-- - ' ,..J--•--_ _ - FULL HEIGHT WALL TILE AT BACK AND SIDE GYPSUM BARD ° a PARTITIONS. CASEWORK & ° ,� r y I _ - -' _-' WOOD FINS TO BE k - INSTALLED OVER TILE. CONTINUOUS BEAD OF SILICONE -'' LINE WERE CABINET DRYWALL "MJ" BEAD BY AMICO STOPS AND VOID STARTS OR EQUAL FEATHER DRYWALL MUD SAND &PAINT KIN IS ER ACCESS HOLE FOR SODA HOSES o oDRYWAL DETAIL WINDOW FRAME IN F -=^Y _ �� 6'-1'-0" U H LDE IN FI 0 ALUM. STOREFRONT REF EXTERIOR ELEVATIONS �� ,`�f TOE KICK ATTACHED ROLL -OUT CABINET CONTINUOUS BEAD OF ROLLS W/CABINET, TYP. CLEAR SILICONE CAULK O WALL TRANSITION WOOD FIN WITH BLACK ACCESS HOLE FOR POWDER COAT BASE, TYP WATER/POWER TO TEA BREWER ROLL -OUT CABINETS ACCESS HOLE W/ TRIM 3D VIEW OF COLD BEVERAGE RING FOR TRASH CONTINUOUS BEAD OF CLEAR SILICONE CAULK "x17i" SOLID SOLID SURFACE SILL SURFACE TRIM REFERENCE FLOOR PLAN " DRYWALL 4` FOR LOCATIONS & DEPTHS ;> 10 SILL DETAIL EXTERIOR WINDOW SCALE FACTOR: X6XP SCALE.3"=1'-0" INTERIOR a" GYPSUM BOARD SEE ELEVATIONS FOR 1N FINISHES HOLLOW METAL FRAME Z W/ STOP & THERMAL BREAK g I a HOLLOW METAL FRAME N �..a W/ STOP & THERMAL BREAK (3) ANCHORS PER JAMB EXTERIOR CAULK TO MATCH DOOR FRAME J, SEE PLAN o ;oL I f ' R N i DOOR FRAME DETAILS 11 SCALE.3"=1'-0" 10-60 D HOLLOW METAL FRAME - W/0 STOP Z (3) ANCHORS PER JAMB a (2) METAL STUDS, TYP EACH SIDE OF FRAME iw N" GYPSUM BOARD . _• :::: '- :. SEE ELEVATIONS FOR FINISHES 3/4" X3/4",4" BAND (TYP) \_ T31A 12X12 TILE BELOW SCALE: 1 1/2'�--1'-0" o o I } l� fie" REMOVABLE PANEL IN FRONT OF ICE MACHINE AND AT MESSAGE BOARD WALL TILE ON BACK WALL BEYOND AND SIDE GYP. BD. WALL.; NO 11LE ON WOOD FIN SIDE WALLS. POWERED COATED METAL SIGN WOOD FIN WITH LUMBER CAP, TYP. � E FRONT ELEVATION CASTERS SHOWNTILE BASE ALONG WALL BEYOND TOE KICK HUB DRAIN BEYOND & FLOOR TILE REF PLUMBING SHEETS UNDER ENTIRE UNIT GYP. BD. WALL, TYP.; ' REFER TO PARTITION TYPE FOR MORE DETAIL :VOID BEHIND CABINETS VOID BEHIND CABINET TILE FLOOR & BASE EQ 1'-0" E UNDER ENTIRE MILLWORK UNIT-, UNIT; REFER TO FLOOR w FINISH PLAN I N E 10* 10 5'-1" \11'-11 ` 8'-6' ol PLAN SECTION A NOTE. IF INSTALLED BETWEEN TWO GYP. BD. WALLS, OVERALL CLEAR DIMENSION BETWEEN FINISHED TILE WALLS TO BE 8'-6 3/4". ENLARGED PLAN/ELEVATION COLD BEVERAGE BAR 8 SCALE.3/4"=1'-0" 1'-0"Wx1'-60H REMOVABLE ACCESS PANEL FOR PUMP & HOSE (2 TOTAL) END PANELS, TYP. NEAR WALL/WOOD FINS FLOOR SINK ROLL OUT CABINET W/ CASTERS, TYP. ATTACHED TOE KICK, TYP. BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W H W � w 0 z_ -� z z W w IL oW = 1 J g 7 Q � LL W CY) M m Cr) LL W W Q z Q Q N 2 a N I� Em ES PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-4,5 ENLARGED DETAILS/SECTIONS FILE: 1693-A-4.5.dwg CASEWORK PROVIDED BY MILLWORK CO & INSTALLED BY G.C. SET DIRECTLY ON CONCRETE SLAB ACCESS PANEL FOR CONDUITS, SEE PLAN FOR LOCATION 6"x6" T8 QUARRY TILE FLOOR & BASE EMPLOYEE SIDE tj I LJ%-i CONDUITS FOR SPECIAL SYSTEMS & ELECCTRICAL ® REGISTERS, SEE PLAN FOR LOCATION 23 SECTION a BAKERY SCALE: 1'=1'-0" REFERENCE ELECTRICAL FOR RECEPTICAL LOCATIONS, ETC. CHASE FOR WIRING = BUILT INTO CASEWORK REMOVABLE FRONT I CASEWORK PANEL a 6"x 12" BASE, SEE PLAN FOR FLOOR PATTERN CUSTOMER SIDE NOTE: REFERENCE CASEWORK SHOP DRAWINGS FOR ADDITIONAL INFORMATION. DRYWALL/PLYWOOD REF PARTITIONS 16GA SS CORNER GUARD ON WALL CAPS 8" WIDE OR LESS a WALL FINISH VARIES, REF FINISH SCHEDULE fig" DRYWALL /PLYWOOD T5 COVE BASE REF PARTITIONS W/ BULLNOSE TOP %"x 17�" 16GA SS CORNER GUARD T5 COVE BASE W/ f BULLNOSE TOP & SIDE T5 COVE BASE W/ BULLNOSE TOP & SIDE T5 FLOOR TILE Y4 TURN CARPET TILE REF SHEET A-2.2 WALL FINISH VARIES, 12" JOHNSONITE REF FINISH SCHEDULE FLOOR LEVELER MODEL LS40 T5 COVE BASE SS SCHIENE W/ BULLNOSE TOP SCHULTER TILE/CPT TRANS T5 FLOOR TILE T5 COVE BASE W/ BULLNOSE TOP & SIDE .g �® A Y 7 d A TYP BOOTH WALLS WD701 6" VINYL BASE REF FINISH SCHEDULE `— FLOOR TILE REF FLOOR PATTERN PLAN INSTALL MOUNTING HARDWARE TO CONCRETE SLAB, REF SHOP DWGS NOTE: INSTALL 3'-0"0 SONOTUBE CENTERED ON FLOOR DRAIN. POUR CONCRETE FLOOR SLAB OUTSIDE OF SONOTUBE. ONCE CONCRETE CURES, REMOVE SONOTUBE & POUR REMAINING CONCRETE AROUND FLOOR DRAIN. SLOPE Y4" PER FOOT TOWARDS DRAIN. DEE] :IEIDE] il ............. ....... . . . . . . ........... .. ................ . . ... ..... ..... . ........ .......... ................. ................ IE ........... . . .... ............ LE __1 Ll E V-0"0 SONOTUBE i"x6" T8 )UARRY TILE 13 TYP BACK OF HOUSE CORNER GUARD TYP TILE/CARPET TRANSITION DETAIL FLOOR DRAIN 5 SCALE: 1 "=1'-0" SCALE: 1 1/2'=V-0" Q SCALE: 3/4"=1'-0" PRE-FAB FREEZER WALLS & SCREED BY E.S. (2) 2x8 TREATED LUMBER - - - COOLER WALL & SCREED NOTE: CONTACT LATICRETE INTERNATIONAL, INC. INSIDE OF FREEZER SLEEPERS (VERIFY LOCATION BY E.S. - REF SHOP DRAWINGS 1-800-243-4788 2ho CONC. SLAB, TOP SHALL ALIGN W/ EXISTING SLAB ATTACH SCREED WITH COOLER MANUFACTURER) 6" STAINLESS STEEL - - TO TREATED BLOCKING BASE ALONG INTERIOR & PLYWOOD SUBSTRATE (AT DEMISING WALL) 6" STAINLESS STEEL IN FLOOR URETHANE SEALANT EXTERIOR OF COOLER FROM 2'-0"AFF TO CEILING BASE ALONG INTERIOR & EXTERIOR OF FREEZER 1/2" FOAM EXISTING FLOOR SLAB 2x4 TREATED SLEEPER (VERIFY FRP PANELS OVER (AT DEMISING QUARRY TILE FINISH T8 LOCATION WITH COOLER MANUFACTURER) WALL) CEMENT BOARD TO 2'-07AFF a BY TENANT'S G.C. NEW CONC. SLAB ON 15 MIL REF PARTITION TYPES VAPOR BARRIER INSIDE COOLER TENANT DEMISING WALL & WALLS QUARRY TILE T8 ADJACENT TO COLD BEVERAGE STATION. •• C# BY TENANT'S G.C. LATICRETE 9235 •. �. 111 x ' { �' = WATERPROOF MEMBRANE z 44- =1 1 �' r=� =3 f e. DASHED LINE DENOTES I ' REINFORCING FABRIC I 00 1 /2 PREMOLDED JOINT FILLER (ALL SIDES) INSIDE OF COOLER " ' EXISTING SLAB FLOOR: 6" #4 REBAR 0 2'-0"OC DOWELLED & PINNED INTO CENTER OF 2 LAYERS OF 2" THICK URETHANE SHEETS, EX CONCRETE SLAB (ALL SIDES) FLOOR TILE, REF 4" MIN COMPACTED EQUIVALENT TO R FACTOR OF 28 FLOOR PATTERN PLAN GRANULAR FILL (ALL SIDES) ON 8 MIL. VAPOR BARRIER EX. CONCRETE SLAB 14 SECTION 0 WALK-IN FREEZER SECTION WALK-IN COOLER SECTION@ WATERPROOFING k2J SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" 6 SCALE: 1-1/2"=1=0" NOTE: REFERENCE CASEWORK SHOP DRAWINGS FOR ADDITIONAL INFORMATION. LAMINATE TOP a______________ i GRAPHIC DEPICTOR 3 PANEL LOCATION STEEL TUBE BRACKET SHELF SUPPORT (5 TOTAL) ACCESS HOLES r FOR WIRING 1v SEE SHOP DWGS t: r REMOVABLE r:. DASHED LINE DENOTES FRONT PANEL I FREE-STANDING EQUIPMENT, REF EQ SHEETS. 6"x12" BASE I ATTACH FLOOR SHOE/CASEWORK DIRECTLY TO CONCRETE SLAB REF FLOOR ........... PATTERN PLAN .................................................. FOR PATTERN # 6" T5 COVE BASE & FLOOR TILE CUSTOMER SIDE EMPLOYEE SIDE NOTE: ALL WOOD IS SUPPLIED PRE -STAINED & FINISHED BY CASEWORK SUPPLIER, G.C. TO CUT TO LENGTH, PROVIDE RETURN EDGES, STAIN & FINISH AS REQUIRED. INSTALL CONTINUOUOS BEAD --------------- OF CLEAR SILICON CAULK ;Y4"x2" CHAIR RAIL (WD849) IN SMART ROOM AS INDICATED PER ELEVATION INSTALL CONTINUOUOS BEAD OF CLEAR SILICON CAULK v %"x5" CHAIR RAIL (WD804), REF INTERIOR w c� ELEVATIONS J o EXTEND VWC MIN 1" UNDER o CHAIR RAIL & BASE. INSTALL , , �i C, CHAIR RAIL ON TOP OF VWC. o SEE INTERIOR ELEVATIONS `-4 `O FOR WALL FINISH 6" VINYL BASE, SEE INTERIOR ELEVATIONS 4 : r11 TYP# SCALE.ICHAIR RAIL HEIGHTS I INSTALL CONSOLIDATOR SHELF TO ALIGN WITH TOP " OF SOUP STATION It 8 DASH LINE DENOTES FREESTANDING SOUP STATION t I i NOTE: REFERENCE CASEWORK rAV I SHOP DRAWINGS FOR ADDITIONAL INFORMATION. EXTEND STUDS TO DECK -�� ACT2 CEILING TILE a cfl 3%" METAL STUD BULKHEAD ; 30 z �o za U = _ - to 0u- I z z 0 EE J ROVIDE BEAD OF CLEAR SEALANT, TYP ALL SIDES 7 OUNTING BRACKETS BY MANUFACTURER 11,V2"CONFIRM W/ MANF SHOP DRAWINGS // i CPI ANEL, -,--REF. P ELECTRICAL DWGS. PANEL DOOR(S) BEYOND Z DUROCK/PLYWOOD/FRP a .' SEE WALL FINISH PLAN LIGHT -GAUGE PARTITION, REF PLAN ` r E QUARRY TILE COVE / BASE & FLOOR TILE, TYP BOTH SIDES .. 3` EX. CONCRETE SLAB -`-----.. '' ON GRADE NEW CONCRETE CURB 1 Qlk" WIDE-FV DOWEL TO EX SLAB W/ #3 ® 1200C STAGGERED FEEDER CONDUITS BELOW SLAB - SEE ELECTRICAL z_ 9 EXTERIOR DOOR m & STOREFRONT TILE/VINYL BASE REF INTERIOR ELEV. 0 ALIGN TILE W/ THRESHOLD FlIt -4- ' FLOOR TILE/GROUT 41' : ,' ' 4i REF FLOOR PATTERN ' PLAN FOR LAYOUT 4_ A 4 ' CONCRETE SLAB I ON GRADE PEMKO 168A THRESHOLD OR MODIFY EXISTING. G.C. TO INSTALL USING NO.10x1-)Q' FHWS, PHILLIPS (FACTORY PROVIDED) EXTERIOR EXPANSION JOINT FOR REFERENCE ONLY THRESHOLD 0 VESTIBULE DOOR JJ SCALE: 3"=1'-0" SCHLOTER-SCHIENE STAINLESS STEEL TRANSITION EDGE STRIP INSTALLED FLUSH W/ TILE. SELECT EDGE STRIP HEIGHT CARPET BASED ON TILE THICKNESS. GROUT INSTALLED PER JOHNSONITE LS40 MANF RECCOMMENDATIONS 12" FLOOR LEVELER FLOOR TILE, REF FLOOR FINISH PLAN �0 CONCRETE FLOOR SLAB INSTALL TRANSITION STRIP PER MANUFACTURER'S RECOMMENDATIONS. - � _ ----------- BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) -PROTOTYPE •UPDATE; 20 I............. �Jl W Lo M Y cM m � LLi J (E W W a Z Q Q N � a U04 N PERMIT/BID SET ISSUED 10.17.12 _O W W ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. LanceWillis CPM: Pete Ott SHEET NO: A-4,6 SECTION CONSOLIDATOR 16 SCALE:1'=V-0" CUSTOMER SIDE EMPLOYEE SIDE 12 SECTION CONSOLIDATOR/ SOUP $ SECTION SCALE. 1 -1-0SCALE: 1-1/2 -1-0 TILE/CARPET TRANS/T/Ot 4 SCALE:1'-0"=1'-0" FLOORING DETAILS FILE: 1693-A-4.6.dwg 3-5/8" KICKERS ATTACHED 3-5/8" KICKERS ATTACHED O 4' O.C. MAX. ALTERNATE ® 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE DIRECTION TO STRUCTURE s t7 ABOVE s M ABOVE STRUCTURE ABOVE REFERENCE HEAD DETAIL -_ SCHEDULED SCHEDULED "_ SCHEDULED SCHEDULED w CHEDULED CEILING SCHEDULED CEILING CEILING CEILING CEILING CEILING h 20GA CHANNEL RUNNERS ATTACHED - W/ FASTENERS ® 24" O.C. MAX. 20GA CHANNEL RUNNERS ATTACHED FIRE -TREATED BLOCKING AS FIRE -TREATED BLOCKING AS FIRE -TREATED BLOCKING AS FIRE -TREATED BLOCKING AS 5/8" TYPE 'X' GYP. BD. ATTACHED W/ FASTENERS 024" O.C. MAX. = REQUIRED REQUIRED - REQUIRED REQUIRED W/ 1 " TYPE 'S' SCREWS ® 8" O.C. _ ALONG EDGES, O 12" O.C. IN THE 5/8" TYPE 'X' GYP. BD. ATTACHED - 5/8" PLYWOOD ATTACHED W/ 1" 5/8" PLYWOOD ATTACHED W/ 1" - 5/8" TYPE 'X' GYP. BD. ATTACHED 5/8" TYPE 'X' GYP. BD. ATTACHED FIELD OF THE BOARD. JOINTS W/ 1" TYPE 'S' SCREWS ® 8" O.C. � � N - TYPE S SCREWS ®8 O.C. � � » TYPE S SCREWS ®8 O.C. - » / � M - W/ 1 TYPE S SCREWS ®8 N � � N W/ 1 TYPE S SCREWS ®8 O.C. c� z ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ALONG EDGES, ®12" O.C. IN THE ALONG EDGES, ® 12" O.C. IN THE ALONG EDGES, ® 12" O.C. IN THE - O.C. ALONG EDGES, ® 12" O.C. IN ALONG EDGES, ® 12" O.C. IN THEz ASSEMBLY. FIELD OF THE BOARD. JOINTS _ FIELD OF THE BOARD. FIELD OF THE BOARD. THE FIELD OF THE BOARD. FIELD OF THE BOARD. o ORIENTED VERTICALLY AND PROVIDE PLYWOODF STAGGERED ON OPPOSITE SIDES OF o - o 20GA METAL FURRING OR METAL STUDS 1 OF GYP BOARD USED B.O.H. ASSEMBLY. co - 20GA METAL FURRING OR METAL STUDS co 20GA METAL. FURRING OR METAL STUDS - 20GA METAL FURRING OR METAL STUDS _ CHANNEL SHAPED 20 GA. STEEL CHANNEL SHAPED 20 GA. STEEL STUDS g Z a STUDS ® 16 in. O.C. MAX. ® 16 in. O.C. MAX. o- - - VINYL DRY OR PREMIXED JOINT 1. COMPOUND, APPLIED IN TWO VINY DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS COATS TO JOINTS & SCREW TO JOINTS &SCREW HEADS; PAPER TO JOINTS & SCREW HEADS; PAPER TO JOINTS & SCREW HEADS; PAPER HEADS; PAPER TAPE, 2" WIDE, TAPE, 2" WIDE, EMBEDDED IN FIRST TAPE, 2" WIDE, EMBEDDED IN FIRST TAPE, 2" WIDE, EMBEDDED IN FIRST EMBEDDED IN FIRST LAYER OF LAYER OF COMPOUND OVER ALL LAYER OF COMPOUND OVER ALL LAYER OF COMPOUND OVER ALL - - COMPOUND OVER ALL JOINTS. JOINTS. JOINTS. JOINTS. SOUND BATL INSULATION. FASTEN EA. BATT TO WALLBOARD BASE LAYER - W/ MIN. 9/16" STAPLE. 5 STAPLES - FOR EA. 4 FT. PIECE. = 5/8" DUROCK BRAND CEMENT 5/8" DUROCK BRAND CEMENT = - BOARD ATTACHED TO METAL STUDS BOARD ATTACHED TO METAL STUDS 5/8" DUROCK BRAND CEMENT = W/1 Y4" HOT -DIPPED GALVENIZED W/1 Y4" HOT -DIPPED GALVENIZED = BOARD ATTACHED TO METAL STUDS _ SCREWS Q 8" O.C. SCREWS ® 8" O.C. _ W/1 Y4" HOT -DIPPED GALVANIZED o - o I _ = o SCREWS 0 8" O.C. c- EXISTING STRUCTURE/PARTITION iv EXISTING STRUCTURE/PARTITION EXISTING STRUCTURE/PARTITION EXISTING STRUCTURE/PARTITION N 20GA CHANNEL RUNNERS ATTACHED 20GA CHANNEL RUNNERS ATTACHED - W/ FASTENERS ® 24 O.C. MAX. W/ FASTENERS ® 24 O.C. MAX. FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR DS 0 USE 7/8" FURRING F6USE 60 MTL SOUND GATT ❑E USE 7/8" FURRING E6 USE 6' MTL STUDS ❑p USE 7/8" FURRING D6 USE 6" MTL STUDS 0 USE 7/8" FURRING C6 USE 6" MTL STUDS ❑B SEE PLAN DIMENSION B6 USE 6" MTL STUDS SEE PLAN DIMENSION qg USE 6" MTL STUDS INSULATION SOUND BAIT INSULATION SOUND BATT INSULATION F1 USE 1 5/8" MTL STUDS �• METAL STUDS E1 USE 1 5/8" MIL STUDS a• METAL STUDS D1 USE 1 5/8" MTL STUDS D7 D(• METAL STUDS C1 USE 1 5/8" MTL STUDS C7 EX. METAL STUDS B1 USE 1 5/8" MTL STUDS Al USE 1 5/8" MTL STUDS qg 8" THICKNESS TO FINISH 1-1/2" RIDGID INSULATION AND INSULATION AND INSULATION 1-1/2" RIDGID INSULATION AND INSULATION AND INSULATION 1-1/2' RIDGID INSULATION F2 USE 2 1/2" MTL STUDS 0 USE 2 1/2" MIT_ STUDS D2 USE 2 1/2' MTL STUDS C2 USE 2 1/2" MTL STUDS B2 USE 2 12" MIL STUDS ® USE 2 1/2" MTL STUDS SOUND BATT INSULATION NOTE: ALONG EXTERIOR SOUND BATT INSULATION NOTE: ALONG EXTERIOR CS EXISTING -NO NEW SOUND BATT INSULATION F3 USE 3 5/8" MTL STUDS WALLS USE CONTINUOUS a USE 3 5/8" MTL STUDS D3 USE 3 5/8" MIL STUDS WALLS USE CONTINUOUS VAPOR BARRIER ON WARM ❑ USE 3 5/8" MTL STUDS CONSTRUCTION B3 // • SOUND SBATT USE 3 " 5/8 MTL STUDS SOUND BATT INSULATION VAPOR BARRIER ON WARM SIDE SOUND BATT INSULATION PATCH/REPAIR EX. INSULATION OF INSULATION. SIDE OF INSULATION. F PARTITION TYPE F PARTITION TYPE E PARTITION TYPE D SCALE: 1-1/2"=1'-O" PARTITION TYPE C C SCALE: 1-1/2"=1'-0" PARTITION TYPE B PARTITION TYPE A A SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'4' E SCALE: 1-1/2"=V-0" B SCALE: 1-1/2"=1'-0" 3-5/8" KICKERS ATTACHED 3-5/8" KICKERS ATTACHED 3-5/8" KICKERS ATTACHED 3-5/8" KICKERS ATTACHED 3-5/8" KICKERS ATTACHED 0 4' O.C. MAX. ALTERNATE O 4' O.C. MAX. ALTERNATE O 4' O.C. MAX. ALTERNATE 0 4' O.C. MAX. ALTERNATE O 4' O.C. MAX. ALTERNATE STRUCTURE ABOVE DIRECTION TO STRUCTURE DIRECTION TO STRUCTURE DIRECTION TO STRUCTURE DIRECTION TO STRUCTURE DIRECTION TO STRUCTURE ABOVE ABOVE ABOVE ABOVE ABOVE 6" 20GA CHANNEL RUNNERS W/ SLIP CONNECTION CHEDULED CHEDULED ATTACHED W/ FASTENERS ® 24" O.C. MAX. CHEDULED CHEDULED CEILING 20GA CHANNEL RUNNERS ATTACHED CEILING 20GA CHANNEL RUNNERS ATTACHED CHEDULED CEILING CEILING W/ FASTENERS ® 24n O.C. MAX. W/ FASTENERS ® 24 O.C. MAX. CEILING 5/8" PLYWOOD ATTACHED W/ 1 " 20GA CHANNEL RUNNERS ATTACHED 20GA CHANNEL RUNNERS ATTACHED 5/8" TYPE 'X' GYP. BD. ATTACHED W/ " " PLYWOOD ATTACHED W/ 1 TYPE 20GA CHANNEL RUNNERS ATTACHED TYPE 'S' SCREWS O 8" O.C. W/ FASTENERS ®24" O.C. MAX. W/ FASTENERS ®24" O.C. MAX. w 1" TYPE 'S' SCREWS 0 8" O.C. ALONG 'S' SCREWS ® 8" O.C. ALONG EDGES, W/ FASTENERS ® 24" O.C. MAX. » ALONG EDGES, ® 12 O.C. IN THE " " PLYWOOD ATTACHED W/ 1 v� " EDGES, ® 12 O.C. IN THE FIELD OF » ® 12 O.C. IN THE FIELD OF THE " 5/8 TYPE X GYP. BD. ATTACHED W/ FIELD OF THE BOARD. JOINTS TYPE 'S' SCREWS 8" O.C. 5/8" TYPE 'X' GYP. BD. ATTACHED THE BOARD. JOINTS ORIENTED BOARD. JOINTS ORIENTED VERTICALLY 1 " TYPE 'S' SCREWS ® 8" O.C. ALONG ORIENTED VERTICALLY AND " ALONG EDGES, O 12 O.C. IN W 1" TYPE 'S' SCREWS O 8" O.C. / o o VERTICALLY & STAGGERED ON OPPOSITE AND STAGGERED ON OPPOSITE SIDES EDGES, ® 12" O.C. IN THE FIELD OF STAGGERED ON OPPOSITE SIDES THE FIELD OF THE BOARD. ALONG EDGES, ® 12" O.C. IN THE SIDES OF ASSEMBLY. OF ASSEMBLY. THE BOARD. JOINTS ORIENTED OF ASSEMBLY. ® EXTERIOR JOINTS ORIENTED VERTICALLY AND FIELD OF THE BOARD. JOINTS B.O.H. SIDE VERTICALLY & STAGGERED ON OPPOSITE APPLICATION USE 5/8" DUROCK STAGGERED ON OPPOSITE SIDES ORIENTED VERTICALLY AND SIDES OF ASSEMBLY. BRAND CEMENT BOARD ATTACHED ILLOF 00j ASSEMBLY. ,� STAGGERED ON OPPOSITE SIDES OF " TO METAL STUDS W/1 Y4" of ASSEMBLY. 96" PLYWOOD ATTACHED W/ 1" TYPE OT—DIPPED GALVENIZED SCREWS ® 8" O.C. co co m 'S' SCREWS ® 8" O.C. ALONG EDGES, O 12" O.C. IN THE FIELD OF THE CHANNEL SHAPED 20 GA. STEEL CHANNEL SHAPED 20 GA. STEEL BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES CHANNEL SHAPED 20 GA. STEEL CHANNEL SHAPED 20 GA. STEEL g STUDS ® 16 in. O.C. MAX. STUDS ® 16 in. O.C. MAX. z OF ASSEMBLY. z STUDS ® 16 in. O.C. MAX. o z STUDS O 16 in. O.C. MAX. VINYL, DRY OR PREMIXED JOINT a a VINYL, DRY OR PREMIXED JOINT b a" PLYWOOD ATTACHED W/ in 6" CHANNEL SHAPED 20 GA. STEEL COMPOUND, APPLIED IN TWO COATS TO JOINTS & SCREW HEADS; PAPER CHANNEL SHAPED 20 GA. STEEL STUDS ® 16 in. O.C. MAX. COMPOUND, APPLIED IN TWO COATS TO JOINTS & SCREW HEADS; PAPER TYPE S SCREWS 0 80 O.C. c0 ALONG EDGES, ® 12" O.C. IN STUDS ® 16 in. O.C. MAX. TAPE, 2" WIDE, EMBEDDED IN FIRST VINYL, DRY OR PREMIXED JOINT TAPE, 2" WIDE, EMBEDDED IN FIRST THE FIELD OF THE BOARD. LAYER OF COMPOUND OVER ALL COMPOUND, APPLIED IN TWO COATS LAYER OF COMPOUND OVER ALL JOINTS ORIENTED VERTICALLY AND ® EXTERIOR APPLICATION, USE WALK-IN COOLER/FREEZER JOINTS. TO JOINTS &SCREW HEADS; PAPER ,, JOINTS. STAOF GGEREDON OPPOSITE SIDES Y. R19 THERMAL GATT. INSULATION. SOUND BATT. INSULATION. FASTEN TAPE, 2 WIDE, EMBEDDED IN FIRST FASTEN EA. GATT TO WALLBOARD BASE LAYER W/ EA. BATT TO WALLBOARD BASE LAYER LAYER OF COMPOUND OVER ALL BACK OF HOUSE FRONT OF HOUSE W/ MIN. 9/16" STAPLE. 5 STAPLES JOINTS. MIN. 9/16" STAPLE. 5 STAPLES FOR EA. 4 FT. PIECE. FOR EA. 4 FT. PIECE. w SOUND BATT. INSULATION. FASTEN TONGUE & GROVE WOOD N 5/8" DUROCK BRAND CEMENT 5/8" DUROCK BRAND CEMENT EA. BATT TO WALLBOARD BASE LAYER 5/8" DUROCK BRAND CEMENT 5/8" DUROCK BRAND CEMENT 1�ft—INSTALL CLAPBOARD; REFER TO PLANS FOR z BOARD ATTACHED TO METAL STUDS BOARD ATTACHED TO METAL STUDS W/ MIN. 9/16" STAPLE. 5 STAPLES BOARD ATTACHED TO METAL STUDS BOARD ATTACHED TO METAL STUDS SPECIFICATION. INSTALL WITH W/1 Y4" HOT -DIPPED GALVANIZED W/1 Y4" HOT -DIPPED GALVANIZED FOR EA. 4 FT. PIECE. W/1 Y4" HOT -DIPPED GALVANIZED W/1 Y4" HOT -DIPPED GALVANIZED CONCEALED NAILS 101 SCREWS O 8" O.C. o SCREWS O 8" O.C. 0 5/8" DUROCK BRAND CEMENT o SCREWS ® 8" O.C. SCREWS ® 8" O.C. o TILE BASE. SEE FINISH FLOOR 20GA CHANNEL RUNNERS ATTACHED I 20GA CHANNEL RUNNERS ATTACHED I BOARD ATTACHED TO METAL STUDS I 20GA CHANNEL RUNNERS ATTACHED 20GA CHANNEL RUNNERS ATTACHE I PLAN SHEET A-2.3 N W/ FASTENERS ® 24" O.C. MAX. N W/ FASTENERS ® 24" O.C. MAX. N W/1 Y4" HOT —DIPPED GALVANIZED `� W/ FASTENERS ® 24" O.C. MAX. W/ FASTENERS ® 24" O.C. MAX. 6 20GA CHANNEL RUNNERS SCREWS ®8 O.C. ATTACHED W/ FASTENERS ® 0 20GA CHANNEL RUNNERS ATTACHED 24 O.C. MAX. U W/ FASTENERS O 24" O.C. MAX. FINISHED FLOOR FINISHED FLOOR 1" FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR N6 USE 6" MT. STUDS SEE PLAN DIMENSION K K6 USE 6 MTL STUDS J SEE PLAN DIMENSION J6 USE 6" MTL STUDS SEE PLAN DIMENSION Hg USE 6" MTL STUDS SEE PLAN DIMENSION Gg USE 6" MTL STUDS MAL USE 2-1/2" MTL STUDS K1 USE 1 5/8" MTL STUDS KS 8" THICKNESS TO FINISH J1 USE 1 5/8" MTL STUDS JS 8" THICKNESS TO FINISH H1 USE 1 5/8" MTL STUDS HS 8" THICKNESS TO FINISH G1 USE 1 5/8" MTL STUDS G8 8" THICKNESS TO FINISH USE 3-5/8" MTL. STUDS K2 USE 2 1/2" MTL STUDS NOTE: J2 USE 2 1/2" MTL STUDS H2 USE 2 1/2' MTL STUDS G2 USE 2 1/2" MTL STUDS NOTE: ALONG EXTERIOR WALLS, USE CEMENT BOARD, L6 USE 6" MIL. STUDS SOUND BATT K3 USE 3 5/8" MTL STUDS REQUIRED AT IBATHRROM NSULATION WNALLS LY J3 USE 3 5/8" MTL STUDS H3 USE 3 5/8" MTL STUDS G3 USE 3 5/8" MTL STUDS THERMAL BATT INSULATION & CONTINUOUS VAPOR BARRIER ON WARM SIDE OF INSULATION. PARTITION TYPE N PARTITION TYPE L PARTITION TYPE K PARTITION TYPE J PARTITION TYPE H PARTITION TYPE G N L K H G SCALE: 1-1/2"=T-0" SCALE: 1-1/2"=T-0" SCALE: 1-1/2"=V-0" SCALE: 1-1/2"=V-0" SCALE: 1-1/2"=T-0" SCALE: 1-1/2"=V-0" BAKERY CAFE: #1693 SYSTEM: GMGLOW) PROTOTYPE UPDA E: 2012-01 m 1- < W � w _z J z z w W a 'Mill w a 7 = W - U Q LL �. W CY) c'M m CF) LL J cl W W Q N Z Q aUtiN Q 19t PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-4,7 PARTITION DETAILS FILE: 1693-A-4.7.dwg i FINISHED TOP CAP, SEE ELEVATIONS FOR MATERIAL FINISHED TOP CAP, SEE ELEVATIONS FOR MATERIAL CORNER BEAD ALONG TOP CORNER BEAD ALONG TOP EDGE DRYWALL EDGE DRYWALL 20GA CHANNEL RUNNERS ATTACHED 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS ® 24" O.C. MAX. W/ FASTENERS ® 24" O.C. MAX. 5/8" TYPE 'X' GYP. BD. ATTACHED W/ 1 " TYPE 'S' SCREWS ® 8" O.C. ALONG EDGES, ® 12" O.C. IN PLYWOOD ATTACHED W/ 1" THE FIELD OF THE BOARD. TYPE 'S' SCREWS 08" O.C. JOINTS ORIENTED VERTICALLY AND ALONG EDGES, O 12" O.C. IN STAGGERED ON OPPOSITE SIDES rn z THE FIELD OF THE BOARD. Cn z OF ASSEMBLY. F JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES F NEW ALUM. OF ASSEMBLY. STOREFRONT w w SYSTEM w w N CHANNEL SHAPED 20 GA. STEEL Cn CHANNEL SHAPED 20 GA. STEEL FLASHING WITH WOOD SHIM w STUDS ® 16 in. O.C. MAX. w STUDS ® 16 in. O.C. MAX. SEALANT AND CLOSED CELL BACKER ROD SOLID SURFACE TS *'X"4" 0 END OF � TS 3u1"X3�1XY4" O END OF SILL— RE: PARTIAL HT WALL, WELDED TO PARTIAL HT WALL, WELDED TO A-4.9 FOR CHANNEL CHANNEL SPECS. 5/8" DUROCK BRAND CEMENT BOARD 5/8" DUROCK BRAND CEMENT BOARD TREATED ATTACHED TO METAL STUDS W/1 Y4" s ATTACHED TO METAL STUDS W/1 4 z WOOD HOT —DIPPED GALVANIZED SCREWS ® 8" c HOT —DIPPED GALVANIZED SCREWS ® 8" 0 z BLOCKING N O.C. N O.C. 1 /2" MIN. =o 6* 20 GA, C 4x5.4 10" LONG ® EA POST C 4x5.4 10" LONG ® EA POST AIR SPACE ----'STEEL 0 5/8" EXL STUDS ® 16" 0'C' 20GA CHANNEL RUNNERS ATTACHED 20GA CHANNEL RUNNERS ATTACHED SHEATHING W/ W/ FASTENERS O 24" O.C. MAX. W/ FASTENERS O 24" O.C. MAX. BUILDING WRAP 0 ~ R-19 GATT C 7// INSULATION v {� FLASHING & w Ex 5/8" GYP. BD. SEALANT WITH ATTACHED W/ " 'S' � (2) 1 /2" EXPANSION ANCHOR u (2) 1 /2" EXPANSION ANCHOR i CLOSED CELL z 1 TYPE ® EACH POST ® EACH POST BACKER ROD fl-A SCREWS I 11 _i� If] NOT USED T6 USE 6" MTL STUDS ❑R NOT USED R6 USE 6" MTL STUDS EXISTING CONCRETE EXISTING T1 USE 1 5/8" ❑ MTL STUDS T8 8" THICKNESS TO FINISH R1 USE 1 5/8" MTL STUDS Rg 8" THICKNESS TO FINISH SIDEWALK SECURE BOTTOM SLAB & E T2 USE 2 1/2" MTL STUDS 9USE 2 1/2" MTL STUDS TRACK W/ POWER DRIVEN FASTENERS, FOOTING USE 3 5/8" MTL STUDS R3 USE 3 5/8" MTL STUDS MIN. .145 DIA. ® 18" O.C. PARTITION TYPES PARTITION TYPE T PARTITION TYPE R S T R SCALE: 1-1/2"= 1'-0" SCALE: 1-1/2"= 1'-0" SCALE: 1-1/2"=1'-0" N z 0 a w w w N FINISHED TOP CAP, SEE ELEVATIONS FOR MATERIAL CORNER BEAD ALONG TOP EDGE DRYWALL 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS ® 24" O.C. MAX. 5/8" TYPE 'X' GYP. BD. ATTACHED W/ 1 " TYPE 'S' SCREWS ® 8" O.C. ALONG EDGES, ® 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. 'CHANNEL SHAPED 20 GA. STEEL STUDS O 16 in. O.C. MAX. TS A"X3N2KY4" ® END OF PARTIAL HT WALL, WELDED TO CHANNEL C 4x5.4 10" LONG ® EA POST 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS 0 24" O.C. MAX. (2) 1 /2" EXPANSION ANCHOR ® EACH POST P3 USE 3-5/8" MTL STUDS P6 USE 6: MTL STUDS PARTITION TYPE P ;)�_ SCALE: 1-1/2"=T-O" z o a 0 r 3-5/8" KICKERS ATTACHED ® 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE SCHEDULED CEILING 20GA CHANNEL RUNNERS ATTACHED W/ FASTENERS ® 24" O.C. MAX. 5/8" TYPE 'X' GYP. BD. ATTACHED W/ 1 " TYPE 'S' SCREWS ® 8" O.C. ALONG EDGES, ® 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. CHANNEL SHAPED 20 GA. STEEL STUDS ® 16 in. O.C. MAX. WALK—IN COOLER/FREEZER W (n z 0 z 5/8" DUROCK BRAND CEMENT BOARD ATTACHED TO METAL STUDS XXX W/1 Y4" HOT —DIPPED GALVANIZED [/—W/ SCREWS ® 8" O.C. N20GA CHANNEL RUNNERS ATTACHED FASTENERS ® 24 O.C. MAX. FINISHED FLOOR 1" U2 USE 2-1/2" MTL STUDS U3 USE 3-5/8" MTL STUDS USE 6" MTL STUDS U6 SCALE: 1-1/2"=1'-0" BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 20MI ................................... .............. ............................................ ti W � w w J z W W w o LY- 11 J II'o' ILLI WIN U a �LL wLo M " L M I� 0 LL J a r Com J wwQ� Z N Q EL a U �N i05 t PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel FaAic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-4,8 PARTITION DETAILS FILE: 1693-A-4.8.dwg I�tir�mtllllel�l HARDWARE SCHEDULE QTY. PROVIDE: PER DOOR SUPPLIER GROUP 1 - (ENTRY W/ LOCK) HARDWARE TO BE PROVIDED BY GC (INCL. HINGES, STOPS, PULUPUSH BARS, WEATHERSTRIPPING, & THRESHOLD). .................................... .... ................................... _....................... _.... .................................. ................ _............ .................. ........... ..... .._................. .................... .......-. 1 EACH EXIT DEVICE 18-R (PANIC BAR) MONARCH 1 EACH CYLINDER (VERIFY CAM. & FINISH MAT'L) FALCON 1 EACH HEAVY DUTY CLOSER, 4041 (4040 SERIES) LCN 1 EACH STOP - AS REQUIRED S WALL MOUNTED #407 1/2 PA28) �S FLOOR MOUNTED 436 OR 438 P A28 l # # ) NES GROUP 1A - (ENTRY W/OUT LOCK) HARDWARE TO BE PROVIDED BY G.C. (INCL. HINGES, STOPS, PULUPUSH BARS, WEATHERSTRIPPING, & THRESHOLD). 1 EACH CLOSER 8616FHP W DS8T DORMA 1 EACH STOP - AS REQUIRED WALL MOUNTED 407 1 2 PA28 S # / ) FIVES FLOOR MOUNTED #436 OR 4 3 38 PA28 IVES GROUP 2 - (SERVICE DOOR) HARDWARE TO BE PROVIDED BY GC (INCL. HINGES, STOPS, PULUPUSH BARS, WEATHERSTRIPPING, & THRESHOLD). 1 EACH CONTINUOUS PIANO HINGE, 780-21OHD .................................. HAGER-ROTON 1 EACH EXIT DEVICE 19-R (PANIC BAR) MONARCH 1 EACH CYLINDER W/ REMOVABLE CORE FALCON 1 EACH HEAVY DUTY CLOSER, 4041 (4040 SERIES) LCN 1 EACH EXIT ALARM - - EAX 3500 FLUSH MOUNTED DETEX 1 EACH - THRESHOLD 171A SIZE AS REQUIRED # Q FIRED PEMKO 1 EACH SWEEP 1307AV - SIZE AS REQUIRED PEMKO 1 EACH WEATHEIIP 303AV-SIZE AS REQUIRED KICK PEMKO 2 EACH KICK PLATE 24" X 34" (US32D FINISH) 1 EACH WIDE ANGLE VIEWER 1698 IVES 1 EACH AIR CURTAIN, 48CH MARS 1 EACH 24" HC STAINLESS GRAB BAR BUMPER - BOBRICK GROUP 3A - RESTROOM (MULTI -USE) / PASSAGE 1j PAIR HINGE BB1279 4 1/2 X 4 1/2 HAGER 1 EACH PULL 8302E 3 1/2' x 15" PA28 IVES 1 EACH PUSH 8200 3 1 2" x 15" PA28 IVES 1 EACH CLOSER 8616FHP W/ DS8T DORMA 3 EACH SILENCERS GJ64 GLYNN JOHNSON 2 EACH KICK PLATE 12" X 34" (US32D FINISH) - 1 EACH STOP - AS REQUIRED WALL MOUNTED #407 1/2 PA28) IVES FLOOR MOUNTED #436 OR #438 PA28) IVES GROUP 36 - RESTROOM (SINGLE -USE) .......... .................. 11 PAIR ............. .................... _................................................ _....... ....................... _---.... -.................................. .. HINGE BB1279 4 X 411 CYLINDER B-SERIES, "D" ......... ._........................ ................_.. HAGER 1 EACH B301, LEVER STYLE, FALCON PRIVACY FUNCTION 1 EACH DEADBOLT W/ IN USE" & "VACANT" INDICATOR FALCON D271-626 SATIN CHROME FINISH 1 EACH CLOSER 8616FHP W/ DS8T DORMA 3 EACH SILENCERS GJ64 GLYNN JOHNSON 2 EACH KICK PLATE 12" X 34" (US32D FINISH) - 1 EACH STOP - AS REQUIRED WALL MOUNTED #407 1/2 PA28) (FLOOR IVES WES MOUNTED #436 OR #438 PA28 GROUP 4 - OFFICE / PRIVACY DOOR TYPES r 0 ANODIZED ALUMINUM SOLID CORE WHITE OAK ALTERNATE: RED OAK CLEAR FINISH wA SS KICKPLATE RESTROOM ONLY -HOLLOW METAL NOTE: O EXTERIOR PROVIDE INSULATED DOOR Af .11 -SEE FINISH NOTES 16GA SS KICKPLATE D METAL FRAME W/ TEMPERED VISION LITE 10% CV 10"0 ACRYLIC WINDOW SOLID CORE, P-LAM (L9) HOLLOW METAL NOTE: O EXTERIOR PROVIDE INSULATED DOOR ' DETEX BOX `� 8r 1j PAIR HINGE BB1279 4 1/2 X 4 1/2 HAGER 1 EACH CYLINDER B SERIES , B581 FALCON `� w "D" LEVER STYLE, STOREROOM FUNCTION 1 EACH CLOSER 8616AF86 (NON HOLD OPEN) DORMA 3 EACH SILENCERS GJ64 GLYNN JOHNSON 1 EACH STOP - AS REQUIRED WALL MOUNTED #407 1/2 PA28) IVES FLOOR MOUNTED #436 OR #438 PA28) IVES 2 EACH KICK PLATE 12"04" (US32D FINISH) - GROUP 5 - CLOSET 1j PAIR HINGE BB1279 4 1/2 X 4 1/2 HAGER 16GA SS E KICKPLATE F EACH CYLINDER B-SERIES, B581, 1 FALCON "D" LEVER STYLE, STOREROOM FUNCTION 3 EACH SILENCERS GJ64 GLYNN JOHNSON 1 EACH STOP - AS REQUIRED 18" WIDE SOLID CORE P-LAM WALL MOUNTED #407 1/2 PA28) IVES DUAL (EL.WSON DOOR) W/ (FLOOR MOUNTED #436 OR #438 PA28) IVES DUAL HINGES, "BOMMER" OR EQUAL 2 EACH KICK PLATE 12 z34 (US32D FINISH) _ HARDWARE GENERAL NOTES: 1. G.C. TO FURNISH & INSTALL FALCON CYLINDER IN ALL PERIMETER DOORS. ALL PERIMETER DOORS TO BE KEYED ALIKE. PROVIDE KEYWAY ON EXTERIOR FACE. 2. G.C. TO FURNISH & INSTALL FALCON CYLINDER IN ALL INTERIOR H.M. DOORS. ALL INTERIOR DOORS TO BE KEYED ALIKE. PROVIDE KEYWAY ON EXTERIOR FACE. 3. G.C. TO FURNISH & INSTALL PADLOCK WITH 4" SHANK FOR WALK-IN COOLER/ FREEZER DOORS. PADLOCK TO BE KEYED ALIKE WI TH INTERIOR DOORS. 0 4. ALL HOLLOW METAL DOOR FRAMES ARE TO BE WELDED. 5. G.C. TO FURNISH & INSTALL PANIC HARDWARE PER ALL APPLICABLE 10"0 ACRYLIC WINDOW SOLID CORE P-LAM L9 REGULATIONS & CODES HAVING JURISDICTION. 6. DOOR STOPS AND BUMPERS TO BE INSTALLED BEHIND ALL DOORS. -SEE FINISH NOTES -SEE FINISH NOTES 7. ALL HARDWARE TO BE US28 SATIN ALUMINUM, CLEAR ANODIZED FINISH. 8. G.C. TO SUPPLEMENT EXISTING HARDWARE AS REQUIRED (FOR IX. DOORS) TO MATCH PANERA'S SPECIFCIATIONS - REPLACE HINGES IF DOOR SCHEDULE NUM. NEW/IX DIMENSION MATERIAL TYPE JAMB HEAD DTL JAMB DTL HARDWARE COMMENTS FINISH NOTES KEYING 101 NEW (2) 3'-0" x 7'-0" ALUM. A ALUM. 15/A-0.5 1 1/A-0.57 GROUP 1 9. 10 MATCH STOREFRONT - 102 NEW (2) S-0" x 7'-0" ALUM. A ALUM. - - GROUP 1A 9, 10 MATCH STOREFRONT - 103 NEW S-0" x 7'-0" ALUM. A ALUM. 15/A-0.5 1 1/A-0.57 GROUP 1 9, 10 MATCH STOREFRONT - 104 NEW 3'-6" x 7'-0" HM F HM 16/A-0.5 12/A-0.57 GROUP 2 4. 7. 9, 10 FINISH NOTE 7 - 105 NEW 3'-0" x 7'-0" WD B HM 20/A-4.5 20/A-4.5 GROUP 3A 6, 9. 10 CLEAR FINISH - 106 NEW 3'-0' x 7'-0* WD B HM 0 A-4. 2 5 / 0 A- 5 2 4. / GROUP OUP 3A 6 9 10 . , CLEAR FINISH - 107 NEW 3'-0" x 7'-0" HM$ EH�M�{ 20/AJ-J�4.5 20/yA-4.5GROUP 4 7. 9. 10 FINISH NOTE 7 - y>`o£? ,Y }'_1;.. H�dl 3 EM ,_1:iA 2i✓(� GROUP DOOR NOTES: * - SUPPLEMENT EXISTING HARDWARE AS REQUIRED TO MEET PANERA'S SPEC. 1. PERMANENTLY SECURE EXISTING DOOR PRIOR TO INTERIOR FURRING. 2. HARDWARE FURNISHED WITH DOOR 3. CONTRACTOR TO VERIFY CONDITION OF EXISTING DOOR & CONFIRM IF REPLACEMENT IS READ. 4. PROVIDE EYE VIEWER INSTEAD OF SECURITY WINDOW. 5. KITCHEN DOORS: ELUISON SCP-8 MODEL (ALTERNATE: CHASE PROUNE 35OP) W/ PLAM-1_9 FINISHED BOTH SIDES & 10" ROUND ACRYLIC WINDOW. 18" S.S. BASE (BOTH SIDES) W/STAINLESS STEEL EDGE TRIM & HINGE COVERS. DOOR FURNISHED WITH BLACK ALUM BUMPER STRIP (32"AFF) BY MANUFACTURER. 6. REFER TO SHEET A-4.5 FOR HEAD & JAMB DETAILS. 7. BOH DOORS & FRAMES, PAINT BENJAMIN MOORE AF 165-KONA P82 . 8. ALL DOORS TO HAVE A CLEAR OPENING WIDTH LARGER THAN 32". 9. ALL PANIC BARS AND PUSH BARS TO BE MOUNTED ON DOORS BETWEEN 30" AND 40" ABOVE FINISHED FLOOR. 10. SET DOOR CLOSER HARDWARE ITEMS SO THAT ALL INTERIOR DOORS DO NOT REQUIRE MORE THAN 5 LBS. TO OPERATE AND EXTERIOR DOORS TO NOT EXCEED 8.5 LBS. OF FORCE TO OPERATE MATERIAL & FINISH LEGEND - GLOW SCHEME NUMBERI DESCRIPTION CEILING ACTT USG FROST #414; SIZE: 2' x 2' x 3/4'; EDGE: SLB; GRID: DX; GRID & TILE COLOR: MANILA #246 (PRE FINISHED) ACT2 USG GYPSUM SHEETROCK BRAND LAY -IN PANEL CLIMAPLUS, 2'x2' VINYL, FINE TEXTURED, PATTERN #3260 WHITE SQUARE EDGE W USG-DONN DX GRID SYSTEM; GRID COLOR: WHITE. ACT3 USG GYPSUM SHEETROCK BRAND LAY -IN PANEL CUMAPLUS 2'x4' VINYL, FINE TEXTURED, W/ ALUMINUM CAP GRID 3270 COLOR: WHITE , , w USG MILLENNIA 76505• SIZE: 2 x2 • COLOR: WH • EDGES • GRID: DONN DX W HOLD DOWN CUPS; PAINT TILE & x�' Q ACT5 GRID PER SCHEDULE PRIOR TO INSTALLATION. LAMINATES L9 WILSONART #4823-60, ANTIQUE BRUSH, MATTE FINISH L18 FORMICA #3699-58, RATTAN CANE L19 NEVAMAR #MH8001T, MANHATTAN GLEAM L20 WILSONART # 4745-60 MAROOCHY BRUSH L21 FORMICA #6219-58. WALNUT QUARSTONE L31 FORMICA #7747-58, PENCIL WOOD L41 FORMICA #6932-NT, MACCHWTO WALNUT L101 FORMICA DECO METAL, 14517, BRASS METALWORKS L102 I FORMICA #909-SP, BLACK SCULPTED FINISH PAINT P1 - BENJAMIN MOORS 2152 70 MAYONNAISE P7 BENJAMIN MOORE #2005-20 HOT APPLE SPICE P8 SIEBERT POWDER #189-110 SILVER P9 BENJAMIN MOORE #HC-122 GREAT BARRINGTON GREEN P10 BENJAMIN MOORE #825-BLUE NOVA P12 BENJAMIN MOORE #HC-20 WOODSTOCK TAN P12A BD& MIN MOORE #199 BARLEY LRV 7OX ................. -...... _.... .............................. .............. ............................................ .................... ............ -..................................................................................... ....... -.................... ....................... .................... ................ -----....._............ ................. _._..................... P52 BENJAMIN MOORE 11358 DARK WALNUT P62 BENJAMIN MOORE 1832 BLUE HERON P66 BENJAMIN MOORE #2113-40 CINNAMON SLATE P69 BENJAMIN MOORE 11103 CAMEL BACK P70 BENJAMIN MOORE #2154-50 STRAW P72 BENJAMIN MOORE 12165-30 GOLDEN RETRIEVER P73 BENJAMIN MOORE #HC-99 ABINGDON PUTTY P74 BENJAMIN MOORE #HC-88 JAMESBORO GOLD P75 BMIAMIN MOORE #HC-100 GLOUCESTER SAGE P77 BENJAMIN MOORE #2006-20 SANGRIA P78 BENJAMIN MOORE #HC-51 AUDUBON RUSSET P79 BENJAMIN MOORE #HC-21 HUNTINGTON BEIGE P80 BENJAMIN MOORE #2154-40 YORK HARBOR YELLOW P81 BE CIAMIN MOORE #2154-30 BUTTERCUP P82 BENJAMIN MOORE #AF165 KONA P83 BENJAMIN MOORS HC-8 DORSET GOLD P85 BENJAMIN MOORE #104 SIENNA CLAY PAINT VERSITRIM FASCIA: MATCH BENJAMIN MOORE PAINT AT WALL BELOW, POST COATED, KYNAR 500 OR EQUAL PAINT. INTERIOR PAINT. USE NOTES FRESH START PRIMER 02300 EXTERIOR OFS: TOP COAT TO MATCH INDENTIFIED BENJAMIN MOORE PAINT COLOR. VINYL WALLCOVERING VIA MDC WALLCOVERINGS #PB2852 MARIGOLD, REPLACES V1 #PB5116 V2A MDC WALLCOVERINGS #PB2855 TERRACOTTA. REPLACES V2 #PB5115 V3A MDC WALLCOVERINGS #PB2867 BRONZE, REPLACES V3 #PB5104 V7A MDC WALLCOVERINGS #PB2854 CREAM. REPLACES V7 #PB-5120 & VELOCITY #SVT3019 V8A MDC WALLCOVERINGS #PB2861 BLUE WOOD WD2 WHITE OAK WD4 PLAIN SLICE WALNUT, CLEAR FINISH WD5 ROUGH SAWN, #1 COMMON WALNUT, CLEAR FINISH WD10 MAPLE, CLEAR FINISH BASE, BUMPERS, AND FRP B1 1" BUMPER: BOSTON BUMPER TFC1000-012 W/ BA1000 ALUM BASE, ER1000-012 END CAPS, CN1000-012 90' CORNER, CX1000-12 45' CORNER. FRP1 FIBERGLASS REINFORCED PANELS - KEMLITE: GLASBORD-P #85 WHITE CLASS C FIRE RATED THICKNESS 0.09 FRP2 FIBERGLASS REINFORCED PANELS - KEMLITE: GLASBORD-P, #70 BEIGE, CLASS C FIRE RATED, THICKNESS 0.09" W/ DIVISION BAR (DB) & INSIDE CORNER (IC) TO MATCH V61 ALLSTATE RUBBER BASE: 0.80" THICK 6" BASE, COLOR: #8 BLACK CARPET MNINGTON COMMERCIAL, STYLE: JUBILEE, COLOR: EARTHENWARE (EAWA), SIZE 24x24 TILE, ellAW INSTALL PER MANUFACTURER'S RECOMMENDATIONS, 1/4 TURN C2 MANNINGTON COMMERCIAL. STYLE: STRATA, COLOR: EARTHENWARE (EAWA), SIZE: 24x24 TILE, INSTALLATION: 1 /4 TURN IN CAFE & SMART ROOM. LINEAR UNDER GATHERING TABLE. TILE NUMBER DESCRIPTION TILE LOCATION T34A TRANSCERAMICA, GEOLOGICA NEW STONE, LISTELLO, COLOR: CANYON BROWN f m02M412, SIZE: 4wX12" T34B TRANSCERAMICA, GEOLOGICA NEW STONE, LISTELLO, COLOR: CANYON BROWN #MISCNEWSTCB. SIZE: 12"X12" DINING & CIRCULATION AREAS SOLID SURFACING SERVICE LINE SS21 AVONITE SOLID SURFACE, COLOR: NOUGAT, #K3-8500 GROUT KITCHEN G1 MAPEI SANDED GROUT COLOR: 39 NORY, ALTERNATE: LATICRETE SANDED GROUT COLOR: 39 MUSHROOM POP UP CEILING G2 G3 TI RETE SANDED GROUT COLOR: 43 CHOCOLATE TRUFFLE MAPEI SANDED GROUT COLOR: 42 MOCHA, ALTERNATE. LA C MAPEI SANDED GROUT COLOR: 37 TERRA COTTA, ALTERNATE: LATICRETE SANDED GROUT COLOR: 46 QUARRY RED G6 MAPEI SANDED GROUT COLOR: 06 HARVEST, ALTERNATE: LATICRETE SANDED GROUT COLOR: 41 KASHMIR KITCHEN DOOR G7 MAPEI SANDED GROUT COLOR: 50 MAGNOLIA, ALTERNATE: LATICRETE SANDED GROUT COLOR: 67 AUTUMN GREEN TABLE PS-GARD ROOM REGISTER BAKERY CONSOL TABLE TOPS G8 G9 MAPO SANDED GROUT COLOR: 09 GRAY, ALTERNATE: LATICRETE SANDED GROUT COLOR: 35 MOCHA BEIGE ALTERNATE: LATICRETE SANDED GROUT COLOR: 24 NATURAL GREY MAPEI SANDED GROUT COLOR: 11 SAHARA , TABLE TOPS -_...__........�.�.........................................O...................... COUNTERS BAKERY/SfOREFRT. G11 MISCEL GROUT COLOR: 05 CHAMOIS ALTERNATE: LATICRETE SANDED GROUT COLOR: 30 SAND BEIGE MAPEI SANDED R , SOUS LOW WALL/BEV STATIONS/T&B BAKERY WALL& ESPRESSO FIN IG 1" INSULATED CLEAR GLAZING TYPICAL BLENDER TOWER ENTRY WALL STRIPE IGS CMU 1" INSULATED SPANDREL GLAZING TYPICAL, COLOR: BLACK SPLIT FACE CMU - 40020x24", CHISELED FACE WITH INTEGRAL COLOR: ARRISCRAFT RENNAISSANCE MASONRY UNIT. COLOR: SANDDRIFT FINISH: PRESS HAMMERED COUNG ACCENT TREX TREX PLYWOOD COLOR: "SADDLE" EXTERIOR METAL STAINED CONCRETE: EXISTING CONCRETE EXTERIOR EIFS SC-1 NOT USED ACCENT RESTROOM ABOVE TILE SC-2 SC-3 GREY CONCRETE W/ BRICKFORM CS-500 MAHOGANY (TERRA COTTA) BLUSH -TONE ACID STAIN GREY CONCRETE W/ BRICKFORM CS-800 AMBER (YELOW) BLUSH -TONE ACID STAIN COLORED CONCRETE: NEW CONCRETE RESTROOM ABOVE TILE ............................................................................... - ACCENT - SC 4 G CONCRETE W BRICKFORM LC-2390 WILLOW GREEN GREEN LIQUID INTEGRAL COLOR GREY N SC-5 SC-6 GREY CONCRETE W BRICKFORM LC 2235 TERRA COTTA (TERRA COTTA U ............ ....... ....... ......../...... .............................. ----------_.-........---............................_................................................ )........_QUID INTEGRAL...COLOR.._......._.......................... _.._......... _.... _.............. GREY CONCRETE W/ BRICKFORM LC-2310 MESA BUFF (YELLOW) UQUID INTEGRAL COLOR ACCENT ACCENT UPHOLSTERY DINING AREA DINING AREA G1 YO-YO, SAPPHIRE #9 S1 IGUANA OTTER #11, SEAT VINYL G2 G3 ASHANTI, FROG #3 _ SPRING, GODIVA #8 S2 IGUANA GOLDENROD #5, SEAT VINYL ACCENT DINING AREA G4 ................ _............... G5 SPRINKLE, SKY ............................................ ........................... W_----............. ..........._........................................ ............_.................... _......... -... -....... SPRINKLE, BRONZE .................... __...------ ............... ........................ -..... _................................................................... ACCENT ACCENT G6 ARUNDEL. GINGER, REVERSE SIDE ACCENT G7 CHIT-CHAT. CURRANT #6 INTERIOR ACCENT/EXT. EIFS GO G9 SHERWOOD, TERRACOTTA #4 YO-YO, TANGERINE, #6 EXTERIOR EIFS G10 _.................. ................................................. G11 BAUBLE, TANGERINE #2 ..........................................................................................._............................... -....... _.................................................. ASHANTI, TANGERINE #4 ............................ ..... ........ _................................... ........................ .............................................. . EXTERIOR EIFS EXTERIOR EIFS G12 MASQUERADE. SALSA 05 BAKERY LOCATION COLD BEV ACCENT BEVERAGE/TRASH & BUSSING T6, T14, T31 SERIES T5 T32 T33 T20 T21 T22 T23 T34 SERIES T30 T50 STOREFRONT STOREFRONT TRASH ENCLOSURE TRASH GATE DINING AREA FINISH NOTES: VENDOR CONTACTS 1. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS IN KITCHEN, BAKERY (1 1/2" X 1 1/2" STAINLESS STEEL) AND DINING ROOM (CLEAR). SUPPLIED AND INSTALLED BY G.C. - SEE SHEET A-2.1 FOR LOCATIONS. DAL TILE - NATIONAL ACCOUNT USG (ACT) EMAIL- national.accountsOdaltile.com PAULETTE WINDHAM PH: 877-408-1952 MARK BATES FAX: 214-242-3736 1800-621-9622 X 4347 ........... _...... _................................................................... DINING AREA 2. NOT ALL FINISHES IN SCHEDULE OF FINISHES ARE NECESSARILY INCLUDED IN THIS SCOPE OF WORK. SEE ROOM FINISH SCHEDULE & SHEETS A2.3, A-4 SERIES FOR LOCATIONS. 3. G.C. TO LEAVE ON SITE, UPON COMPLETION OF JOB, (1) BOX EACH OF ALL WALL, FLOOR, CARPET TILE & CEILING TILE USED - REFER TO VENDOR UST. 4. ALL FLOORING SHALL BE IN ACCORDANCE WITH CALIFORNIA ACCESSIBILITY CODE. CHASE WORKROOM DOOR (ALT. SPEC) HILSON INC. (ROLLER BLINDS) ANN SPRANDEL MARSHA JONES 800-543-4455 EXT. 2925 314-773-8883 SMART STEP FLOORING (CARPET TILE) ERGOMART BRUCE BEANS 1-888-420-3200 508-528-0886 BBEANSOCOMCAST.NET BELOW CHAIR RAIL BELOW CHAIR RAIL BELOW CHAIR RAIL BELOW CHAIR RAIL BELOW CHAIR RAIL 5. CLEAR VINYL CORNER GUARD NOTES: " - » A SIZE: � � TO 8 -0 AFF. B. TRIM CORNER GUARD AT CHAIR RAIL D. CORNER GUARDS ARE TO BE MECHANICALLY FASTENED W/ CROSSVILLE (FLOOR & WALL TILE) PEGGY BUSH (PRIMARY) 931-458-3955 E-MAIL- PBUSHOCROSSVILLEINC.COM BUTCHER BLOCK BD. WALL/ESP/TRIM OBAKRY. VESTIBULE ENTRY WALL ZINC -PLATED #4 ROUND HEAD SCREW O 18"OC STAGGERED (3 MIN PER SIDE ABOVE THE CHAIR RAIL AND TWO BELOW) 6. PRIMARY SURFACES WITHIN FOOD PRODUCTION AREA SHALL MEET 70% LIGHT REFLECTIVE VALUE OR GREATER TRANSCERAMICA TILE MARLA CONNOR (MAIN CONTACT): MCONNOROTRANSCERAMICA.COM630-875-1823 CR/SHUTTERS/TRIM/AT DR BAKERY/KITCHEN 7. PAINT FINISHES: CEILINGS AND SOFFITS ARE TO BE FLAT, WALLS IN DINING AND GENERAL AREAS TO BE LOW LUSTER (EGGSHELL), WALLS IN NOREEN SCHERTLER (BACK UP CONTACT) 312-342-4689 BACK OF HOUSE ........................ .... -.... -... ----..... ---..................... FRONT OF HOUSE/EXPOSED BAKERY WALLS KITCHEN AND BATHROOM IF NOT PAINT FINISH TO BE SEMI GLOSS DOOR FRAMES TO BE SEMI GLOSS AND MATCH THE ADJACENT WALL SURFACE. MDC (WALL COVERINGS) 8. EXTERIOR EIFS PAINT TO BE EGG SHELL EXTERIOR SEALANT TO MATCH ADJACENT EIFS COLOR OR BUILDING MATERIAL, TYP. 9• ROLLER SHADES: MANUFACTURER - DRAPER, OPERATING MECHANISM - MANUAL FLEX SHADE W/ STAINLESS STEEL BEAD CHAIN CLUTCH OPERATOR & WEIGHTED BAR O BOTTOM, FABRIC - SHEER WEAVE SERIES 4100 "GREYSTONE" BY PHIFER O CLEAR ANODIZED ALUMINUM STOREFRONT & SHEER WEAVE SERIES CATHY BUGAREWICZ 1-800-621-4006 X 8384 BOSTON RETAIL (BOSTON BUMPER GUARDS) JAN DANSREAU 781.395.7417 EXT.231 DINING & SMART ROOMS, CAFE DINING AREAS DINING AREAS 3000 "CHOCOLATE' BY PHIFER O BRONZE ALUMINUM STOREFRONT. BRICKFORM PRODUCTS (STAINED CONCRETE) T5 METROPOLITAN QUARRY BASICS. COLOR: CHESTNUT BROWN, #108, SIZE: 6"X6" WITH COVE BASE (ALTERNATE- DALTILE BACK OF HOUSE SET UPPER AND LOWER TRAVEL LIMITS BY INSTALLING STOP BALLS TO BEAD QUARRY TILE. COLOR: DIABLO RED, #OTO1, SIZE: 6"X6" SMOOTH W/ PRECISION ENDS & COVE BASE) CHAIN (CRIMP CLOSED USING PLIERS), PER MANUFACTURER'S RECOMMENDATIONS. 1-800-483-9628 PAC BY USE STOP BALLS PROVIDED IN HARDWARE DO NOT T6 TRANSCERAMICA, TCL. GLASS MOSAIC, COLOR: ZOIDAC. #1318-AT648, SIZE. 3/4"X3/40, 4" BAND AT TOP OF TILE WAINSCOT REST ROOM ACCENT SUBSTITUTE HARDWARE BY OTHERS AS THIS REEXWITH CLUTCH MAYINTERFE WATER HEATER DISTRIBUTORS MECHANISM. AO SMITH (HOT WATER HEATER) MOUNT HOLDER CLIP FOR CHAIN ON MULLION AT 54" AFF, TYP. JEFF GERSTAL T9 UNILOCK HOLLAND PAVING STONE (FIELD), COLOR: RUSTIC RED, PATTERN: HERRINGBONE RECTANGULAR OUTDOOR CAFE - FIELD T14 TRANSCERAMICA, COVE BASE. COLOR: PERLA, #MISCDELPERLA, SIZE: 6"X12" REST ROOM WALL BASE 720 CROSSVILLE COLOR BLOX, COLOR: CABOOSE #A1116. SIZE 12"x12" EXTERIOR T21 ................................................... T22 CROSSVILLE COLOR BLOX. COLOR: YELLOW BRICK ROAD #A1105. SIZE: 12"x12" ............ ._........................ ......................................... --..................................... .................................. _.................. .....____ ................... ............... ............................................................................................. ............. ................................ w w 1 CROSSVILLE COLOR BLOX COLOR: MR. GREEN JEANS Al 12 SIZE: 12 x12 # EXTERIOR ................. ..... ....................................... -..... ..................... EXTERIOR T23 CROSSVILLE COLOR BLOX, COLOR: GRAPE JELLY #A1120, SIZE: 12 x12" EXTERIOR T30 TRANSCERAMICA, TCL, EARTH NATURALS, USTELLO, COLOR: STRAW, #TEN04G418, SIZE: 4"X18" FIREPLACE ACCENT T31 ....... .......... ................. T31A TRANSCERAMICA, NEW MARMI, BRICK MOSAIC, COLOR: OLYMPIA, #TNMO1H124D1 SIZE: 12"x24" MOSAIC SHEET ...... ......................... _......................... ...................... ................................ ...... -................. ..................... .... ................. .................... ................................. ........................................................................ ........................................... _....... ............ ... TRANSCERAMICA, NEW MARMI, TILE, COLOR: OLYMPIA, #MISCNEWMOLY SIZE: 12"x12" FIREPLACE ACCENT .......... ....-........ ........................................... ......................... ... RESTROOM WALL T31 B TRANSCERAMICA, NEW MARMI, LISTELLO, COLOR: OLYMPIA. #TNM01 H624 SIZE: 6"x24" BAKERY T31C TRANSCERAMICA, NEW MARMI, TILE, COLOR: OLYMPIA. #MISCNEWMOLY SIZE: 12"x24" CONSOLIDATION 731 D T33 TRANSCERAMICA, NEW MARMI, BULLNOSE, COLOR: OLYMPIA. #MISCNEWMOLY SIZE: 3 x12" TRANSCERAMICA, MEDITERRANEA. TILE, COLOR: MACCHIATO, #MISC-METMACC SIZE 12"x24" RESTROOM FOH CIRCULATION/RR FLOOR T33A T34 w w - TRANSCERAMI MEDITERRAN COVE BASE, COLOR: MACCHU►TO MISC METMAACCCB SIZE: 6 x12 CA, EA. E. # TRANSCERAMICA, GEOLOGICA NEW STONE, LISTELLO, COLOR: CANYON BROWN #TS002M424 SIZE: 47X24" . USE AS RE D BY CODE Q FIREPLACE ACCENT T34B TRANSCERAMIC06 GEOLOGICA NEW STONE. LISTELLO, COLOR: CANYON BROWN #MISCNEWSTCB, SIZE: 12"X12" ACCENT T50 TRANSCERAMICA, MADE. TILE, COLOR: COCOS BEIGE #863004, SIZE: 12"X24" ACCENT STOF 412-471-6984 STANDARD SUPPLY C ELECTRIC 0 (LIGHTING FIXTURES DANIELLE AUGERI [daugerOstandardelectric.com] 978-661-1815 CITY LIGHTING (LIGHTING FIXTURES) CHRIS ROJEWSKI 314-534-1090 SCA PAPER TOWEL DISPENSER BRYAN YOUNG SCA, NATIONAL ACCT. MANAGER 303-470-8394 BRYAN.YOUNGOSCA.COM BENJAMIN MOORE - NATIONAL ACCOUNT PANERA ACCT. # - NA229 TOLL FREE HOT-LINE - 877-6-COLOR-6 BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W M M m Cr) Lt_ a`0J� �+ J = W W Q z Q Q N � =� a U �N PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: A=4.9 I MATERIAL & FINISH LEGEND DOOR SCHEDULE & NOTES FILE: 1693-AA.9.dwg EXISTING TENANTIPANERA SIDE i 2'-6 1 /2" FINISHED FLOOR _ NORTH E SCALE. 1/4" = V-0" WEST EXTERIOR Z4 J SCALE 114" = V-0" KEYED NOTES: INDICATED BY O SYMBOL 1.1 INTERNALY ILLUMINATED BUILDING SIGN. SEE VENDORS SHOP DRAWINGS FOR MORE INFO. 1.2 INTERNALLY ILLUMINATED DRIVE THRU BOX SIGN. SEE VENDORS SHOP DRAWINGS FOR MORE INFO. 1.3 6' DIA. PIPE BOLLARD BY LANDLORD 1.4 4" DIA. PIPE BOLLARD BY LANDLORD 1.5 AWNINGS PROVIDE BY SIGN VENDOR, GOOSENECK FIXTURES SUPPLIED WITH LIGHTING PACKAGE G.C. SHALL PROVIDE BLOCKING IN WALL FOR BOTH AS REQUIRED TYP. 1.s NEW WALL SCONCE LIGHTING. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 1.7 20 GA METAL COPING CLEAR ANODIZED ALUMINUM. 1.s EXISTING STOREFRONT WINDOWS TO REMAIN. 1.9 NEW STOREFRONT WINDOW INFILL EXISTING BASE TO MATCH EXISTING WINDOW HEIGHT 8 EXISTING 'NO BICYCLING OR SKATEBOARDING' SIGN TO REMAIN. 2.1 NEW DOOR AND SIDELITE TO MATCH EXISTING STOREFRONT WINDOW SYSTEM. 2.2 NEW TRANSOM ABOVE NEW DOUBLE DOORS TO MATCH EXISTING STOREFRONT WINDOW SYSTEM. 2.3 EXISTING STANDING SEAM MTL ROOF TO BE CLEANED. 8 EXISTING BRICK TO BE CLEANED AND TUCKPOINTED WHERE REQUIRED. 2.5 NEW MASONRY INFILL TO MATCH EXISTING. USE SALVAGED BRICK FROM AREA 0 NEW DOOR LOCATIONS, 2.s EXISTING DOWNSPOUT TO BE PREPARED AND REPAINTED P-78. 2.7 EXISTING ROOF LINE 2.8 DRIVE THRU CAMERA (ITEM 466). SEE ELECTRICAL SHEETS FOR CIRCUITING. 2,9 COORDINATE PLACEMENT OF NEW GOOSENECK FIXTURES BELOW CAP FLASHING. MAKE SURE THE LIGHT FIXTURES DO NOT INTERFERE WITH CAI' FLASHING. 9 PROVIDE GRAPHIC FILM TO EXISTING STOREFRONT GLAZING SYMBOLS: OX WINDOW TYPE- SEE A-5.3 OEQUIPMENT TYPE- SEE EQ-2.1 & EQ-4.1 Em NEW STOREFRONT WHERE INDICATED. GENERAL NOTES: A G.C. TO PROVIDE BLOCKING FOR ALL BUILDING SIGNAGE. COORDINATE EXACT LOCATION WITH SIGNAGE VENDOR. B. SIGNAGE UNDER SEPARATE PERMIT. EXTERIOR MATERIALS: INDICATED BY O SYMBOL 34 .',, s N a; r , S1 ✓ ' ry iuLL 1iK d'.J .lfS R' t. 8 r ^. ,9,t �. ><t�.ym G1 W; BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W � H w W z JILL z z W ILL! w EL o 7 0 Q 0 LL L E gg w PERMIT/BID SET ISSUED 10.17.12 11 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter j DM: R. Lance Willis CPM: Pete Ott SHEET NO: A-5. 1 EXTERIOR ELEVATIONS FILE: 1599-A-5.1.dwg i 22 1.7 OL 24'-10" TOP OF PARAPET 1.1 1 I� 1.5 1 o'-0" TOP OF STORE FRT. OL 0'-6" FINISHED FLOOR 0'-0" FINISHED FLOOR SCALE: 114" = V-0" 1.6 U xx-2.6 1.8 1.7 1.8 EXF2o .. 51' aF' 1.9 L/� 2.8 6'-2" 6'-2" lo EQ EQ 6'-4" J J 3.0 _ O r I 17 2' 2" o = = O o, o N I O I N 1 4" 1.8 PANERA SIDE (EXISTING TENANT I .3 1.8 4" LI, V-4" 2" _ O I ih KEYED NOTES: INDICATED BY O SYMBOL �11 > INTERNALLY ILLUMINATED BUILDING SIGN. SEE VENDORS SHOP DRAWINGS FOR MORE INFO. �12 > INTERNALLY ILLUMINATED DRIVE THRU BOX SIGN. SEE VENDORS SHOP DRAWINGS FOR MORE INFO. 1.3 6' DIA. PIPE BOLLARD BY LANDLORD 1.4 4' DUl PIPE BOLLARD BY LANDLORD �15 > AWNINGS PROVIDE BY SIGN VENDOR, GOOSENECK FIXTURES SUPPLIED WITH LIGHTING PACKAGE G.C. SHALL PROVIDE BLOCKING IN WALL FOR BOTH AS REQUIRED TYP. 1.s EXISTING STANDING MTL SEAM ROOF TO BE CLEANED. 1.7 20 GA. METAL COPING CLEAR ANODIZED ALUMINUM. OEXISTING GUTTER AND DOWNSPOUT TO BE PREPARED AND REPAINTED ' COLOR 1.8 TO MATCH ADJACENT WALL COLOR P-78. 1.9 QUICK-SERV DRIVE THRU WINDOW ASSEMBLY. SEE DETAILS ON XX. 2.1 EXISTING DOOR OPENING TO BE INFILLED TO MATCH EXISTING WALL CONSTRUCTION. 2.2 NEW HOLLOW METAL DOOR. SEE SHEET A-4.9 FOR PAINT AND HARDWARE 2.3 EXISTING GAS AND ELEC. METER TO REMAIN. 2.4 EXISTING BLOCK WALL TO BE PREPARED AND REPAINTED 'P-78'. 2.5 EXISTING BRICK TO BE CLEANED AND RE-TUCKPOINTED WHERE REQUIRED. 8 NEW ROOF TOP UNFT. SEE SHEETS MEP-1 AND A-1.2 FOR MORE INFO. 2.7 GAS METER. SEE PLUMBING FOR ADDITIONAL INFORMATION. 2.8 PRICE CONFIRMATION BOX. SEE EQ-2.1 2.s NEW BLOCK WALL FOR DRIVE THRU BUMP -OUT WITH STUCCO ON TOP. PAINT 'P-78". 9NEW 20 GA METAL COPING. COLOR TO MATCH P-78 3.1 DRIVE THRU CAMERA (ITEM 466). SEE ELECTRICAL SHEETS FOR CIRCUMNG. SYMBOLS: OWINDOW TYPE- SEE A-5.3 OX EQUIPMENT TYPE- SEE EQ-2.1 do EQ-4.1 GENERAL NOTES: A G.C. TO PROVIDE BLOCKING FOR ALL BUILDING SOME. COORDINATE EXACT LOCATION WITH SIGNAGE VENDOR. B. SIGNAGE UNDER SEPARATE PERMIT. C. MATCH EXSr. GLAZING AND STORE FRONT FINISH. EXTERIOR MATERIALS: INDICATED BY O SYMBOL I':tiIN;:C',E`t,f-+�1IC;.tt :,t-l• .:N I R!00�'N %IcT IL 8 STUCCO FINISH: SAND PEBBLE COLOR TO MATCH HC -51 'AUDUBON RUSSET" S2 J `J LU • :NI` H: S AND '}: B2,;_C. (C;L03: `: z:'� . ✓I' A:t -310 »'SI BI LE' O � f �ut..,=�} I-i��: ��i4� ...t.. _ }�. l .i. . 4.. ��:, ..i�� 1=; "�J -�:.n: � . i.. i A . -�`:`Z „I;:�:I� I: ;I?h:IlC'�:Jf�i J�J.rtLU , 3C' vA% " Li.•li ;i��l�li: .',a�i L3 W i , : `£ , C ri2: ��t..'L?f..� `. �.i'y,�JI: .i iS:Yt:' �Jis; A "K tN " t;.� ,i3lPt 't $, i�Lv 'I�v 3.`1�: 2f �I �Y i� L rii ((� _s i, L.� .i�J L: i3S : U PY:, ,. i fit:.._^�'� � �. j - Yipp v _7E {INS,if T^ ; L;'";:NC :O1L BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W M M Q M M s� -j W J m J_ �< W W a Z LLN a L U ti N PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.1f12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott ....................... : ................................ ji SHEET NO: A-5.2 �STOR EF1 SCALE: 114" = V-0" EXTERIOR ELEVATIONS FILE: 1599-A-5.2.dwg 61-40 71-60 X X I ILI �m. Irmo *u ....... ........ :; 11 1 I � 11 1` ... ............. ... ............... ......... � 11 1 � �, i�la 1 111 11��11�4`« 11 I)11 11 Ir � i 1 1 • . ...... ..... 1 • ® 1 ( MA kwo § (of LV! A 10, Q WA Nk WAI MATZ" L A p b 4. \140, Rp k UIPMENT PLAN 24 SCALE: - 114"--11-0" n: U� In §�7 'I L u - - - - -in J N LN WD802 :ST:�8=44A WD702F WD701 I wn702F I WD702F I WD701 I WD702F %Y�Y�I IY��1�I YrY011r�i�l ml Am i NIMMM 00 CAFE/ DINING mc 11 �; ®1 �u i COOLER 071 9A 01 0-00 W741 0 IN W Ira I.A. • _ ��I ■ Ma WON iwpwi��Il�O�il�., iwC !w0�i: t OT2424k 4 Ep (O—T2. OT2424A 1OT2424A OCA 0 0('A 2 .0 4; A - .................. .............. .... . . ....... . .................. OCA nt 7 ., F .............. . . .................... .......... ......... ........... .... .............. .......... . . ............................ .............................................. . 0 438 4 UQA • A 242 1.4 1.4 I.Cs ......... K.- .................... .......... . ... _4k 2 CS6 . . ... ............... to • -F T-I.: — — — — -- — — — - — — — — — — — — — -- — — — — — — — — — — — — — — — — -- — 1 —7 — 41 140"; T %411 Nk %k %IV -40, %401 4 III rr� ��11 01 NOTES: ................. 4 KEYED NOTES: INDICATEDBY SYMBOL L% OFFICE SAFE TO BE INSTALLED FLUSH WITH THE FRONT OF THE DESK. (ON RIGHT HAND SIDE) SNEEZE GUARD. ................ t � CEDAR SHUTTER- SEE DETAIL 18/A-0.41. O '/ 14 <> NEW 6m DLAM. CONCRETE FILLED PIPE BOLLARD BY LL NEW 4" DIAM. CONCRETE FILLED PIPE BOLLARD BY LL EQUIPMENT PLAN LEGEND: XXX ROOM NUMBER SYMBOL SIGNAGE IDENTIFICATION SYMBOL EQ EQUIPMENT IDENTIFICATION SYMBOL ..�STEEL IDENTIFICATION SYMBOL IWD RWOOD IDENTIFICATION SYMBOL RELOCATION INDICAT ION , ADDED TO SYMBOLS — FURN- IDD—FURNITURE IDENTIFICATION SYMBOL (D§§O---DOOR NUMBER SYMBOL XXX FABRIC DESIGNATION SYMBOL (SEE A-4.8 SHEET) ............................... .................. IJ 1"'jJ &A .............. 67' 77 . . ............................................................... ................................................................ h > P,t Ix I'/ < p N 1 gQ 4 KEYPLAN SCALE: NTS PANERA BREAD BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) ................. ............................................................................. m0)0u_ Zo W LLJ _j < Z (D Q C"4CL UNI d ti do PERMIT/BID SET ISSUED 10,17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPIVI: Jennifer A. Richter DM: R. Lance Willis CPIVI: Pete Off ............. .. ............... .................. SHEET NO: E -2.1 EQUIPMENT PLAN a EQUIPMENT SCHEDULE CODE I QTY I DESCRIPTION I MANUFACTURER MODEL 002 1 24' STOR SHELVING (Z, 5 SH) EAGLE PAN 2424-C 002C 2 24" STOR SHELVING (Z, 5 SH) EAGLE PAN 2448-C 002D 1 24' STOR SHELVING (Z, 5 SH) EAGLE PAN 2460-C 003 1 BAKER STOR RACK (Z, 5 SH) NEW AGE 97191 004A 2 COOLER/FREEZER SHELV (EP, 5 SH) EAGLE PAN 2436-M-C 004B 4 COOLER/FREEZER SHELV (EP, 5 SH) EAGLE PAN 2448-M-C 004C 2 COOLER/FREEZER SHELV (EP, 5 SH) EAGLE PAN 2460-M-C 005C 1 BAKER'S MANUAL SHELF INTERMETRO INDUSTRIES PAN-BS 005D 1 SMARTWALL 0 60' BAKER'S TABLE EAGLE PAN-60BTSWP 005E 1 SMARTWALL 0 103' 3 COMP SINK EAGLE PAN3COMP-103 006A 1 COOLER STORAGE CAGE EAGLE PAN SEC-M-C 007B 2 WALL SHELF - 30" (3 SH) EAGLE PAN 1830 WALL 007C 2 WALL SHELF - 36' (3 SH) EAGLE PAN 1836 WALL 007D 1 WALL SHELF - 42' (3 SH) EAGLE PAN 1842 WALL 007F 2 WALL SHELF - 60' (3 SH) EAGLE PAN 1860 WALL 007G 2 WALL SHELF OVER DOOR- 36' EAGLE YPB-0048-00 007H 2 WALL SHELF OVER DOOR- 48' EAGLE YPB-0047-00 008C 2 BAGEL SLICER/TOASTER CART EAGLE PAN BAGELCART2 009 1 DISHRACK/SHELF EAGLE PAN DISH SHELVING-C 010 1 BULK BAGEL MOBILE RACK EAGLE PAN BAGEL RACK LARGE 01GA 1 BREAD WALL SHELF INSERTS EAGLE IYPB-0046-00 011A 1 MOP SINK W/ THE FOLLOWING ACCESSORIES: MR370 5/8' HOSE 5' LONG W/ CLAMP, MR371 SPEAKMAN FAUCET SC5811RCP, MR374 WEDGE-LOK SEAL FOR 3' DRAIN, MR376 DOME STRAINER, CHROME FLORESTONE PROD. 012A 1 3 COMP SINK - REDUCED SIZE (SS) EAGLE 013B 1 2 COMP SINK - REDUCED SIZE (SS) EAGLE GROUP 015 1 PRE -RINSE SPRAY UNIT/DISH FISHER 016 5 ROTARY WASTE VALVE (1,2,3 COMP) FISHER 018 1 DROP -IN -SINK (COFFEE) ADVANCE TABCO 018E 1 DROP -IN -SINK (ESPRESSO) ADVANCE TABCO 019 1 FAUCET FOR COFFEE STATION FISHER 019A 1 FAUCET (ESPRESSO) ZURN 019B 2 FAUCET (1,2, 3 COMP SINK) FISHER 021A 3 WALL MTD SS HANDSINK EAGLE 022 1 ICE CADDIE CAMBRO 023B 1 ICE MACHINE (w/remote condenser) HOSHIZAKI 023F 1 1 1 ICE MACHINE (air cooled/self contained) I HOSHIZAKI 023G 1 I DT ICE MACHINE (w/remote condenser) HOSHIZAKI 024D 1 ICE STORAGE BIN HOSHIZAKI 025E 1 WATER FILTER (4 POD) ELGE 025C 1 BOTTLE SOFTENER W/ STAND ELGE 027A 1 DISHWASHER (UPRIGHT) JACKSON 027D 1 EXHAUST HOOD CAPTIVE AIRE 027E 1 DISH COUNTER (CLEAN) - REDUCED SIZE EAGLE 028A 3 PAPER TOWEL DISPENSER, MECHANICAL, PORTION CONTROLLED TORK 029 1 3 1 SOAP DISPENSER ECOLAB 030 1 8 1 REGISTER w/ cash drawer I NCR 030A 7 CASH DROP BOX JAMSEC 030B 1 ROPE TERMINAL NCR 031 10 PRINTER EPSON/MICROS 032A 1 PRINTER/FAX/COPIER MACHINE BROTHER 033 6 MONITOR w/VDU controller MICROS SYSTEMS 035 1 MANAGER PC AND PRINTER HP 035A 1 E-LEARNING PC LOGIC CONTROLS 040A 1 FAST -TRACK WALK-IN COOLER NORLAKE 040A 1 FAST -TRACK WALK-IN FREEZER 30" DOOR NORLAKE 040A 1 FAST -TRACK WALK-IN DOUGH COOLER NORLAKE 040B 2 DOUGH COOLER - BRIDGE SHELF EAGLE 042A 2 BAG-N-BOX MBS 042B 1 BULK Cot TANK NuCO2 042C 2 CARBONATOR CORNELIUS BAKERY CAFE EQUIPMENT SCHEDULE NOTES" UPDATED06.30.06 042D 8 BAG N BOX PUMP SHURFLO 043A 4 OVEN RACKS (10 PAN CAPACITY) NATIONAL CART KEYED NOTES: GENERAL NOTES: 043C 11 TRANSPORT CABINET NATIONAL CART A. EQUIPMENT TO HAVE 4" CASTERS W/ 2 LOCKING B. EQUIPMENT TO HAVE (2) 5M & (2) 5MB CASTERS A. ONLY ITEMS WITH QUANTITY NUMBERS LISTED ARE INCLUDED IN THIS SCOPE OF C. WALL MOUNTED WORK. 044D 1 DOUBLE WIDE 6 RACK PROFFER BAXTER 045C 2 SS TABLE (601 METAL MASTERS O45G 1 SS TABLE (241 METAL MASTERS D. FURNISH W/ RAILS (4) SIDES E. EQUIPMENT TO HAVE 6" CASTERS W/ 2 LOCKING B. STAINLESS STEEL WORK TABLES WITH DROP -IN SINKS ARE TO BE INSTALLED BY THE E. NOT USED GC. ESPRESSO SINK INSTALLED BY CASEWORK VENDOR. G. FURNISH W/ SIDE SPLASHES TO H. SINK IS FURNISHED W/ FAUCET. C. G.C. COORDINATE THE DELIVERY & INSTALLATION OF ALL EQUIPMENT TO BE J. NOT USED SUPPLIED AND/OR INSTALLED BY OTHERS. REFER TO SPEC - SECTION 01010 & 01640 K. PLASTIC LAMINATE DESK TOP CLEATED TO WALLS. FOR NOTES ON SCOPE OF WORK & ITEMS NOT IN CONTRACT. 045J 3 SS TABLE (18' METAL MASTERS O48F 1 DOUBLE RACK OVEN/GAS (BETA) BAXTER 052A 1 DUAL THICKNESS BREAD SLICER OWNER 053F 1 72' SANDWICH PREP TABLE RANDELL INSTALL (2) 200 GROMMIT HOLES FOR ELEC WIRES. L CUT OUT FOR DROP -IN SINK ABBREVIATIONS: M. FURNISHED W/ STAND B BOWL 054 2 SODA/ICE DISP. (8 HD) CORNELIUS 055C(L) 1 U.C. 1 DR REFRIGERATOR TRUE MANUFACTURING 055E 2 U.C. 2 DR REFRIGERATOR TRUE MANUFACTURING N. NOT USED C.S CAEWORK SUPPLIER 0. EQUIPMENT TO HAVE 3" CASTERS D DEPTH P. FURNISH W/RICHUIE CUTTING BOARD E.S. EQUIPMENT SUPPLIER Q. EQUIPMENT TO BE SECURED TO WALL EP' EPDXY FINISH R. SINGLE SHELF SUPPORTS W/ SINGLE DIRECT WALL MTS F.S FURNITURE SUPPLIER S. 25' DRAFT INDUCER W/ MOTOR G.C. GENERAL CONTRACTOR MOTOR H. HEIGHT T. 100' DRAFT INDUCER W/ SH. SHELF U. EQUIPMENT M BE BOLTED TO FLOOR. SA SMALL WARES 055G 1 ROLL -IN 2 DR REFRIGERATOR TRUE MANUFACTURING 055J 2 UNDERCOUNTER 2-DR REFRIGERATOR TRUE 056A 2 TEA BREWER WILBUR CURTIS S.S. STAINLESS STEEL 057A 4 NARROW TEA DISPENSER (BETA) WIWUR CURTIS W WIDTH 058E 1 COFFEE MAKER FETCO Z ZINC COATED 058C 5 COFFEE INSULATED CONTAINER FETCO 058C 2 COFFEE INSULATED CONTAINER FETCO 058C 1 COFFEE MAKER FETCO MSR2424 LAST UPDATE: PU2009-01 EQUIPMENT SCHEDULE (CONTINUED) DIMENSIONS SUPPLIED INSTALLED NOTES CODE QTY DESCRIPTION MANUFACTURER MODEL DIMENSIONS SUPPLIED INSTALLED NOTES 24V x 24`W x 91 "H E.S. E.S. B 061 1 ESPRESSO MACHINE (AUTOMATIC) FRANKE EVOLUTION 2-STEP 13"W x 24'D x 31 "H OWNER OWNER - 48"W x 24"D x 91 "H E.S. E.S. B 062B 1 ARTISAN BAKER'S TABLE JOHN BOOS SNS02 481W x 24"D x 34.75'H E.S. E.S. 60'W x 24b x 91 "H E.S. E.S. B 062C 1 MAPLE TOP BAKER'S TABLE EAGLE GROUP MT3660-MOD 60"W x 36'D x 36"H E.S. E.S. - 48'W x 24"D x 76'H S.W. OWNER B 063A 1 MICROWAVE COMMERCIAL GRADE, 1000 WATTS, DIAL CONTROL PANASONIC NE-1024 20.125' x 16.560D x 120H E.S. E.S. 36'W x 24" D x 91 "H E.S. E.S. B 48'W x 24'D x 91 "H E.S. E.S. B 063B 3 MICROWAVE (BETA) PANASONIC NE-1757 16.625" x 20'D x 13.18'H E.S. E.S. 60V x 24"D x 91 'H E.S. E.S. B 064 1 SOUP STATION RANDELL 3613 48'W x 30'D x 36"H E.S. E.S. E,P 24'W x 14'D E.S E.S. _ 065 6 HIGH CHAIR MARSTON C-30-N SEAT HEIGHT A 21' S.W. S.W. 60'W x 48"H x 6"D E.S E.S. _ 067 1 INDOOR TRASH CONTAINER RUBBERMAID 1011 20"W x 11 "D x 30"H S.W. S.W. 96'W x 48"H x 6b ES E.S. - 068 1 SOUP RETHERMAUZER FALCON FABRICATORS RTB14 30'W x 300D x 34"H E.S G.C. 53" Wx27bx69'H E.S. E.S. B 071 2 COOLER COMPRESSOR KOLPAK SEE SHOP DWGS SEE SHOP DWGS E.S. G.C. 30"W x 18'D E.S. E.S. 071A 2 COOLER EVAPORATOR KOLPAK SEE SHOP DWGS SEE SHOP DWGS E.S. G.C. 36"W x 18'D E.S. ES. 072 1 FREEZER COMPRESSOR KOLPAK SEE SHOP DWGS SEE SHOP DWGS E.S. G.C. 072A 1 FREEZER EVAPORATOR KOLPAK SEE SHOP DWGS SEE SHOP DWGS E.S. G.C. 42'W x 18'D E.S. E.S. 60'W x 18"D E.S. E.S. 075A 1 CONVEYOR TOASTER BELLECO JT2-B 14 1 f8'W x 21 1/8'D x H E.S. G.C. 38.595'W x 25.289"D E.S. E.S.4.5 S. 076E 1 JET SPRAY COLD BEVERAGE DISP. CORNELIUS JT20 16"W x 17'D x 27"H E.S. E.S. 50.595' x 25.289"D E.S. E.S. 079 1 SAFE (INSTALL FLUSH W/ DESK EDGE) CSS, INC. B3121 DMK-LG3-SG4440 23.5W x 20'D x 31 "H E.S. E.S. 18"Wx24bx32"H E.S. E. S. - 080 1 FILE CABINET HON 532C 18 1/4'W x 25"D x 29'H E.S. E.S. 24'W x 24'D x 73"H E.S. E.S. 081F 1 72' SALAD PREP TABLE RANDELL 8368NM-PANERA w/ 14SHERCO 72"W x 37"D x 54.625"H E.S E.S. 18"W x 3x 69'H E.S. E.S. 082 2 BAGEL SLICER OLIVER 702-N 30"W x 13'D x 21'H E.S. E.S. 11' Qty. (2) x 29"' (1) 11" x 49", (2) 19" x 29", (2) 19' x 49 E.S. G.C. 082B 2 BAGEL SLICER BASKET -LARGE EAGLE CUSTOM 12'W x 12'D x 8'H E.S. E.S. 082C 2 BAGEL SLICER CHUTE OLIVER - 12.5'W x 33.3'D x 31.4'H E.S. E.S. - 24"W x 24'D G.C. G.C. - 083 2 BLENDER K-TEC BLENDTEC SMOOTHER-18 8.8W x 11.251D x 20.6'H E.S E.S. 084E 1 CONSOLIDATOR SHELF (301 - CUSTOM - STAINLESS 30"W x 12"D E.S. G.C. 084C 1 CONSOLIDATOR SHELF (481 - CUSTOM - STAINLESS 48"W x 8"D E.S. G.C. 084M 1 SS CONSOLIDATOR SHELF (721 EAGLE GROUP YPB-WS1 072-0001 -00 72"W x 10"D E.S. G.C. - 085A 1 HEATED SHELF HATCO GRS-18-1 18'W x 19.5'D x 2 25'H ES ES CUSTOM 103"W x 31 "D x 42.5'H E.S. G.C. - 0856 1 EGG STATION ROUND UP ES-600 16.6W x 18.4b x 7.25'H ROUNDUP E.S. - 314-16-2 41iN x 27.5'D X 44.5"H E.S. G.C. - 085D 1 HEATED SHELF HATCO GRSS-2418PANERA 24"W x 18"D x 2.5'H E.S. E.S. 2210-WB W/ ADD ON SPOUT 37"Hx18'W E.S. G.C. 085E 3 HIGH SPEED PANINI PRESS ELECTROLUX 603542 14.2"W x 26.6"D x 24.8"H E.S. E.S. 22446 4' DIA, 4.5' H E.S. G.C. 086K 1 2 DECK/ 3-PAN DECK OVEN BAXTER 2 OV40OW 60.3'W x 59.5'D x 70.5"H BAXTER BAXTER/G.C. - DI-1-10 10"Wx14"Dx10'H E.S. G.C. 091 2 SS EAT IN TABLE METAL MASTERS CUSTOM W/ 2 SHELVES 18'W x 36"D x 34'H E.S. G.C. DI-1-10 10"Wx14"Dx10"H C.S. G.C. - 093 1 CONSOLIDATOR TAKE OUT COUNTER METAL MASTERS CUSTOM 48"W x 37.25'D x 34"H E.S. G.C. 3515 A x 6.5'D x 12.5"f E.S. G.C. 095A 1 VIA PANERA STATION (RETROFIT) EAGLE - 48"W x 30'D x 34"H E.S. G.C. Z812B1-15F 6.5'W x 2'D x 11.9'T C.S. G.C. - 096A 1 VIA PANERA SHELF (RETROFIT) CUSTOM STAINLESS CUSTOM 48"W x 18"D x 8.875H E.S. G.C. 13269 8' CTRS/12' SPOUT E.S. G.C. 101 1 AIR CURTAIN MARS 48CH 48"Wx12.75'Dx14.75"H E.S. G.C. HSA-10-F 17.75'W x 15.25'D E.S. G.C. G,H 109 1 DIGITAL INTERNET RECEIVER/AMP DMX PROFUSION X W/ WALL CAB'T 22.3"Wx22.5"Dx16.8'H OWNER OWNER IC125L.B 22'W x 26'D x 29.25"H E.S. G.C. 122 1 OFFICE CHAIR - - - OWNER OWNER KMD-901MRH w/URC-12F 0" x 24- 5/8'D x 30"W OWNER G.C. - 123 1 EMPLOYEE COAT RACK EDWARD DON E3 30"W x.75"D x 4"H S.W. S.W. 124 2 TICKET RAIL INFRA CORP. CM-330 30"W x 2.75"H S.W. S.W. KM-515MAH 30'w x 27.3754'D x 30.3 H OWNER G.C. 244DD ICE BIN 125 1 KEYBOARD DRAWER HON 4022 21.5W x 10.25'D S.W. S.W. 126A 1 OUTDOOR TRASH & BUSSING UNIT FURNITURE DESIGN STUDIOS CUSTOM 47.75'Wx26'Dx38.75'H E.S. E.S. KMD-850MRH w/URC-12F 28� x 24- 5/8'D x OWNER G.C. - 127 1 EQUIPMENT SHELF RACKMAN WMRR818 19.4"Wx18'Dx17.8'H OWNER OWNER - B-50OPF 30'W x 32.5'D x 46'H OWNER G.C. - 128 1 13' CCTV MONITOR VIEWSONIC VA5038 13.2'W x 13.7"H x 5.8"D UAS UAS SLB4PL 36"W x 27.25'H E.S. G.C. 128A 1 CCTV CONTROL PROCESSOR HONEYWELL RAPID EYE MULTI MEDIA VERSION 6.2 17.3W x 5.23"H x 18.8 D UAS UAS BOTIIE SOFTENER 22.8"W x 13.8b x 29'H E.S. G.C. ES-2000 25.25"Wx25.25"Dx66.25'H ECOLAB G.C. 401 B 1 DRIVE THRU BEVERAGE STATION (80) EAGLE CUSTOM 801W x 32"D x 36'H ES. E.S. - CUSTOM SEE MECHANICAL CAPTIVE AIRE G.C. _ 402 2 DRIVE THRU CONSOLIDATOR W/ SANDWICH WRAP HOLDER EAGLE T3084STB 84"W x 30"D x 36'H E.S. E.S. - CUSTOM 24"W x 31 "D x 42.5"H E.S. G.C. - 403 1 ESPRESSO BAR RH (DRIVE THRU SS3) EAGLE CUSTOM 88"W x 32"D x 36'H E.S. E.S. - 551028A - TORK ELEVATION MATIC HAND TOWEL ROLL DISPENSER, BLACK 13.26"W x 7.99"D x 14.65"H SCA G.C. - 404 1 POS STATION (DRIVE THRU SS4) EAGLE CUSTOM 36"W x 32'D x 36"H E.S. E.S. - 407 1 PASS THRU WINDOW (DRIVE THRU) W/ POWER SUPPLY IN LEFT HAND JAMB, THRU-BEAM PHOTO ELECTRIC EYE BAR & 5/8' INSULATED TEMPERED GLAZING (BRONZE TINT), FRAME SHALL BE INSULATED & HAVE A CLEAR ANODIZED ALUM FINISH QUICKSERV CORP FM-42E 42"W x 40'T x 21 'D G.C. G.C. - 92633825 4'W x 4"D x 8'H ECOLAB ECOLAB REGISTER - 1142, CASH DRAWER - 2183 REGISTER - 12.71W x 14'D x 16"H, CASH DRAWER - 17.94'W x 17.75'D x 4.50H NCR NCR 408A 1 NON -HEATED AIR CURTAIN UNIT ABOVE DRIVE THRU WINDOW QUIKSERV CORP. CF-25 25"W x 9'D x 10 3/8'H G.C. G.C. - TB0610-1 W/ 4505095 6'W x 10'D x 6"H E.S. G.C. REGISTER - 1142 12.7"W x 14"D x 16'H NCR NCR 410A 2 UNDER -COUNTER SHELF UNIT FOR 72' DT CONSOLIDATOR EAGLE PM2436-DTC 36"W x24"D x 33'H E.S. E.S. CASTERS TM-T88 6.5W x 13.6"D x 9.6"H MICROS MICROS MFC-7340 16.9"W x 15.6"D x 12'H NCR NCR 415 1 SMARTWALL 0 DRIVE THRU: INCLUDES 5 WIRE BASKETS AND 3 SHELVES EAGLE PAN DT-WS-84 84"W x 32.25"H x 8"D ES E.S. - ECLIPSE PC WORKSTATION 12.251W x 12"D x 10.75'H MICROS MICROS (1)C EVO D510 - NCR NCR 420 4 CUP DISPENSER INSERT AT DT ROYSTON CD170 7-1/8-DIA X 22"D E.S G.C. - 1A3100 14.7W x 13.1 "D x 12.6"H LOGIC CONTROLS OWNER 1 DRIVE THRU CONSOLIDATOR SWEETS RACK (7 PAN CAPACITY) ADVANCE TABCO PDB7 20.5"W x 26.5"D x 33.75"H E S. E.S. - SEE SHOP DWGS SEE SHOP DWGS E.S. G.C. - 445 2 TABLE TOP SOUP WARMER EAGLE 1220FWD-120 14.25W x 22.125D x 11'H E.S. E.S. _ SEE SHOP DWGS SEE SHOP DWGS E.S. G.C. - 453 1 DRIVE THRU SANDWICH PREP TOP (481 TRUE TSSU-48-18M-B 48.3"W x 34'D x 44.5"H E.S. E.S. 2.5" CASTFac SEE SHOP DWGS SEE SHOP DWGS E.S. G.C. - PAN BRIDGE 48"W x 24'D x 86"H E.S. E.S. 458 1 COFFEE SHUTTLES WITH RACK GRINDMASTER SS-1.9LD / SS-1.9LR / DR-2SU DECANTER: 6.5'R x 7.25'H; RACK:7.251W x 7.5'H x 13.25"d E.S G.C. - AR-10-2W-GLIDE 32'W x19"D x61'H PEPSI PEPSI CARBO CHARGER 300 LB. 28'H x 20" DIA NuCO2 NuCO2 460 1 DRIVE THRU TIMER/PC HYPERACTIVE CUSTOM 21 "W x 6'D x 18'H E.S. E.S. - 1624 12'W x 9"D x 10.5"H PEPSI PEPSI 461 1 WIRELESS DRIVE THRU AUDIO COMMUNICATION SYSTEM HM ELECTRONICS, INC WIRELESS 6000 12.8"W x 3.8"D x 7.80H E.S. E.S. - PB8-SF 5.7'W x 3.8"D x 7.9"H PEPSI PEPSI AL-2610-BORC-TS 28.5"W x 18"D x 73'H OWNER OWNER - 462 1 MASTER CONSOLIDATION FLAT SCREEN (17" LCD )BPW2S VIEW SONIC VA703B 14.9'W x 8.3"D x 15.7'H E.S. E.S. - AL-1840EC-HD 27'W x 21'D x 68'H OWNER OWNER 75.5"Wx60.5'Dx99.5"H BAXTER BAXTER/GC - 462A 1 CONSOLIDATION FLAT SCREEN (17' LCD) VIEW SONIC VA7036 14.9V x 8.3"D x 15.7"H E.S. E.S. - T3060SB-BS 60"W x 30b x 34.5"H E.S. E.S. A,(1)L 463 1 SECURITY FLAT SCREEN MONITOR 17" TOTE VISION LCD- 1047VT 14.75"W x 5.4b x 14.95"H E.S. E.S. - T3024SB-BS 24'W x 30'D x 34.5'H E.S. E.S. A 464 3 WALL MOUNT BRACKET FOR FLAT PANEL LCD ZIOTEK LA181 - E.S. E.S. - T3018SB-BS 18"W x 30"D x 34.5'H E.S. E.S. A OV500G2 72"Wx62'Dx99.5'H BAXTER BAXTER/GC - 465 1 PRICE CONFIRMATION DISPLAY (PCD) INC DIGITAL SYSTEMS, PCD-202 6.5'W x 2.7'D x 8.20H E.S. E.S. - 758-N 38.25"W x 29.75"D x 54.25 E.S. E.S. PELCO EH3515 17.75W x 5.2"D x 3.9"H UAS E.S. - 8368NM-PMERA 72'W x 37'D x 48'H ES E.S. 468C 1 48' 2-TIER WALL SHELF (DRIVE THRU) EAGLE PAN 1848SW-DT 48"W x 18"D E.S. E.S. - IDC255 INTEWCARB 30"Wx33.125'Dx39.75'H PEPSI PEPSI 469 1 48' SALAD PREP TABLE W/ 2 DRAWERS (DRIVE THRU) TRUE TSSU-48-18M-BD2 48.4'Wx34.2'Dx40.4'H E.S. E.S. _ TUC-27 W/LH DR 27.5"W x 30'D x 36'H E.S. E.S. 0 470 1 48' 3-TIER WALL SHELF (DRIVE THRU) EAGLE PAN 1848SW-DT 48"W x 18'D E.S. E.S. - TUC-48 48.375"Wx30.125'Dx36'H E.S. E.S. 0 471 1 BOH MICROWAVE SHELF EAGLE MWS2418 18'W x 24'D x 12"H ES. E.S. - TUC-36 36.4"Wx30.1'Dx36"H E.S. E.S. 0 ? 1855 ? ? ? ? I ? ? TUC-36-34 36.375'Wx34.1250Dx 29.75'H E.S. E.S. 21/2" CASTERS TCTS10631 4�1125"W x 20.75'D x E.S. G.C. TCN 5.625"W x 15.5"D x 22.125"H E.S. E.S. CBS-2052 21.8"W x 22.5'D x 37.3H E.S. G.C. - L3D-15 A x 13.5'D x 13"H E.S G.C. - L3D-15 A x 13.5"D x 23'H E.S G.C. - CBS-2051e 12.751W x 20 1/8"D x 37 1 /4 H E.S. G.C. - BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 ...................................... .................................... ;;��l W H W W 0 z J z z W W LLI IL O W M Q m M C LL Q r J M uj J J = W Z W Q N Q a.0 Q � a N Em PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis .......................................... ............. ji CPM: Pete Ott SHEET NO: EQ-4. 1 EQUIPMENT SCHEDULE R FURNITURE SCHEDULE LAST UPDATE: PU20D9-01 WOOD/STEEL SCHEDULE LAST UPDATE: PU2009-01 CODE QTY DESCRIPTION MANUFACTURER SPEC FINISH FABRIC METAL LAMINATE ITEM TYPE CODE QTY DESCRIPTION LOCATION ? 1897 ? ? ? ? ? ? ? ? 2063 ? ? CS2 2 EXTERIOR CEDAR SCREEN — CEDAR N/A N/A N/A ST ST307 1 BREAD BOXES IN PAIRS, GLASS STACHIONS FOUR PER PAIR OF BOXES, WITH GLASS PANELS TWO PER PAIR OF BOXES, WOOD TOP ONE PER PAIR OF BOXES, REGISTER SCREEN ONE PER PAIR OF BOXES OVER SANDWICH BAR, MONITORS BETWEEN PAIRS OF BOXES CS5 2 EXTERIOR CEDAR SCREEN — CEDAR N/A N/A N/A CS6 5 EXTERIOR CEDAR SCREEN — CEDAR N/A N/A N/A ST ST810 7 BANNER HANGER 120, 18" AS NEEDED W/ MB1 & MB2 G2424A 17 24' SQUARE TABLE (GLOW) FDS BLACK RUBBER N/A BLACK WILSONART MAROOCHY BRUSH 4745 ST ST812 1 4-SIDED DRINK BANNER HANGER ABOVE ESPRESSO STATION ST ST818 1 GREETER SIGN NEAR MAIN ENTRANCE DOOR G24246 2 24' SQUARE TABLE (GLOW) FDS BLACK RUBBER EDGE N/A BLACK NEVAMAR MANHATTAN GLEAM MH8001 ST ST844 10 MENU BOARDS & METAL HANGING SYSTEM ST ST844A 1 MENU BOARDS & METAL HANGING SYSTEM (121 — G28RA 2 28" ROUND TABLE (GLOW) FDS BLACK RUBBER EDGE N/A BLACK WWIL OSON BRUSH 4745 WD WD101 2 60" LG. REGISTER UNIT W/CUP DISPENSER, REGISTER HOOD, LAMINATED COUNTER TOP, 2-30' REMOVABLE FRONT PANELS, BAG HOLDER WD WD101EP 1 48"H X 42'W END PANEL G30RA 2 30' ROUND TABLE (GLOW) FDS BLACK RUBBER EDGE N/A BLACK WILSONART MAROOCHY BRUSH 4745 WD WD102A 1 36" REGISTER UNIT W/CUP DISPENSER, LAMINATED COUNTER TOP, END PANEL, 36" REMOVABLE FRONT PANEL, BAG HOLDERS (RIGHT HAND SET—UP) G34RA 2 34" ROUND TABLE (GLOW) FDS ESE RUBBER N/A BLACK WILSONART MAROOCHY BRUSH 4745 WD WD104A 1 48" BASE CABINET W/LAMINATE COUNTER WD WD107 1 37" SWEET BAKED GOODS DISPLAY /POS CABINET WD WD108 1 30" BASE CABINET G34RB 4 34' ROUND TABLE (GLOW) FDS EDGE BLACK RUBBER N/A BLACK HATTAN MAN GLEAM NEVAMAR MAMH8N WDWD109A (MINI) 1 36" BAKERY UNIT W/BAG HOLDER, PULL OUT SHELF, LAMINATE COUNTER TOP, GLASS SNEEZE GUARD, 2—STEEL COUNTER SUPPORT BRACKETS, BAG HOLDERS GB2430A 4 24 X 30 BOOTH TABLE (GLOW) FDS BLACK RUBBER EDGE N/A BLACK WILSONART MAROOCHY BRUSH 4745 WD WD113 4 A BAKERY RISER BAKERY DISPLAY WD WD113A 1 4'H BAKERY RISER BAKERY DISPLAY GB24306 2 24 X 30 BOOTH TABLE (GLOW) FDS BLACK RUBBER EDGE N/A BLACK NEVAMAR MANHATTAN GLEAM MH8001 WD WD113B 1 HEATED SHELF RISER BAKERY DISPLAY WD WD114 1 24" REGISTER SHROUD POS REGISTER CABINETS GB2448A 2 24 X 48 BOOTH TABLE (GLOW) FDS BLACK RUBBER EDGE N/A BLACK WILSONART MAROOCHY BRUSH 4745 WD W(SUV) (SUV) 1 19'-9' RH CONSOLIDATOR WALL WITH OAK REMOVABLE PANELS AND OAK CAP, TWO BREAD TOWERS, TRAY UTENSIL SHELF CONSOLIDATOR AREA WD WD402L 1 G3D LEFT HAND 102" COLD BEVERAGE STATION WITH ROLL OUT CABINETS GB2448B 2 24 X 48 BOOTH TABLE (GLOW) FDS BLACK RUBBER EDGE N/A BLACK NEVAMAR MANHATTAN GLEAM MH8001 WD WD502R 1 G3D HOT BEVERAGE STATION WITH STAINLESS STEEL LEGS GL2448A 1 24 X 48 LIBRARY TABLE — REQUIRES TWO T BASES (GLOW) FDS BLACK RUBBER EDGE N/A BLACK WILSONART MAROOCHY BRUSH 4745 WD WD602 1 COMBINED BUSSING/RECYCLE STATION WD WD603A 1 BUSSING/RECYCLE STATION — 2 HOLE, SINGLE STREAM RECYCLE WD WD701 2 LOW WALLS W/ LOOSE FLOOR CLEAT ATTACHED TO BANQUETTES GL2448B 2 24 X 48 LIBRARY TABLE — REQUIRES TWO T BASES (GLOW) FDS BLACK RUBBER EDGE N/A BLACK NEVAMAR MANHATrM GLEAM MH8001 WD WD702F 4 24 X 72 MAPLE SHUTTERS WITH TOP AND BOTTOM TRACK BOOTH/HOT BEVERAGE WALLS GL3048A i, 2 30 X 48 LIBRARY TABLE — REQUIRES TWO T BASES (GLOW) FDS BLACK RUBBER EDGE N/A BLACK WILSONART MAROOCHY BRUSH 4745 WD WD800 1 PICK UP FOR CALL AHEAD & CATERING SIGN SUSPENDED FROM CEILING WD WD802 1 PICK UP FOR EAT —IN OR TAKE—OUT SIGN SUSPENDED FROM CEILING WD WD807 1 PHONE BOX — RECESSED AS NEEDED LCC2 2 LEATHER CLUB CHAIR FURNITURE DESIGN STUDIOS WOOD LEGS: HONEY FINISH BURMUDA YELLOW — — WD WD812 1 COMMUNITY BOARD NEAR BATHROOMS WD WD813 1 PURSE HOLDER BATHROOMS M1818 1 MAPLE END TABLE FDS CLEAR MAPLE N/A _ _ WD WD815A_LH 1 BREAD & BAGEL WALL WITH WALNUT FINS BAKERY BACK WALL M830 16 MAPLE BOOTH 30" FDS CLEAR MAPLE SEAT: ARCCOM TASK FORCE IGUANA AC-67540 OTTER I11; BACK FABRIC REFER TO SHEET EQ-2.1 N/A N/A WD WD850A 1 CUSTOM COLUMN ENCLOSURE BETWEEN ESPRESSO & CONSOLIDATION MB48 14 MAPLE BOOTH 48' FDS CLEAR MAPLE SEAT. ARCCOM TASK FORCE IGUANA AC-67540 OTTER J11; BACK FABRIC REFER TO SHEET EQ-2.1 N A / N A / WD WD855 1 24" H x 30' W x 14" D E—LEARNING WALL CABINET. BACK OF HOUSE MB72 4 MAPLE BOOTH 72" FDS CLEAR MAPLE SEAT. ARCCOM TASK FORCE IGUANA AC-67540 OTTER #11; BACK FABRIC REFER TO SHEET EQ-2.1 N/A N/A MC 72 MAPLE CHAIR W/ WOOD BACK FDS CLEAR MAPLE SEAT ARCCOM TASK FORCE IGUANA AC-67540 OTTER III N/A N/A MCFB 8 MAPLE CHAIR W/ FABRIC BACK FDS CLEAR MAPLE SEAT ARCCOM TASK FORCE IGUANA AC-67540 OTTER i11; BACK FABRIC REFER TO SHEET EQ-2.1 N/A N/A MGT3272 1 MAPLE GATHERING TABLE W/ MAPLE LEGS AND APRON FDS CLEAR MAPLE N/A _ CARMELIZED BAMBOO BUTCHER BLOCK MNT2026 1 SMALL MARKET NESTING TABLE FDS CHERRY N/A N/A N/A MNT2531 1 MEDIUM MARKET NESTING TABLE FDS CHERRY N/A N/A N/A MNT3036 1 LARGE MARKET NESTING TABLE FDS CHERRY N/A N/A N/A MSB72 2 MAPLE SEGMENTED BOOTH FDS CLEAR MAPLE SEAT: ARCCOM TASK FORCE IGUANA AC-67540 OTTER III; BACK FABRIC REFER TO SHEET EQ-2.1 N/A N/A OCA 30 EXTERIOR CHAIR FDS RATTAN SEAT AND BACK N/A BRONZE N/A OT2424A 9 EXTERIOR TABLE — 24"x24" FDS HAMMER TONE FINISH N/A BRONZE N/A OT2438 2 OUTDOOR SEGNO ADA TABLE 24 x38 FDS — N/A STEEL N/A OT3232A 2 EXTERIOR TABLE — 32"x32" FDS HAMMER TONE FINISH N/A BRONZE N/A OU78 2 EXTERIOR PATIO UMBRELLA W/ 24" ROUND BASE — 6.5'x6.5f TUUCI — BAY MASTER PARASOL BRUSHED SATIN VENDOR TO PROVIDE A MIX OF COLORS PER PMERA STANDARDS MARINE GRADE ALUMINUM N/A BAKERY CAFE: #1693 SYSTEM: G3 GLOW) PROTOTYPE U P 0 At E: 2012-01 W F w W 0 Z_ J L8 z z W W W IL o J g 7 w a c LL 1.� r W c1r) Q m CM -J (o J J W W a Z LL i Q Q "t IL CLUtiNca i PERMIT/BID SET ISSUED 10.17.12 ------------------ Z -........................ _ ................. . --------------------_- 0 '_ v) N� w ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: EQ-4,2 WOOD/STEEL SCHEDULE FURNITURE SCHEDULE .......................................................................... N F ... .... .... .. ..................... . ....... ..I. ................... OFFICE E.FREEZER ............. .................. ..... . ................................... ♦ . ......... ................. .............. . . ... ... .... .................... .................. ...................... ... ... .... ... ... .... .... ... ... .... .... . . ...... H_ — _tt I ir I 4 ........ .. ... .............. BAKERY REAR.. HW EEp ::T11 F.H ffy, 4 �11 Ilk f B1 bm BAKERY SERVICE BD B3 ............................................. I ... .... .... .... .... .... .... ... ---------- .. .... ........ .... .... .... .... .... ---------- nln. ... .... ... I ... .... .... ... ... .... ....................................... . .... .................................. -- — — — — — — — — COOLER .... ....... 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FLO p SK OR PLAN SIGNAGE AND GRAPHICS 24 SCALE: - 114'�1'-0" BAKERY CAFE: #1693 SYSTEM: G3(GLOW) PROTOTYPE UPDATE: 2 0 1 2 b 1 .. ...... ..... .... .. .. .. .. .. ..... ... ... 1. .. w CY) cy) CF) _j u_ C.0 > C6 4t Z Q 04 Q_ 0 U-1 N IV m Ea PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott ..................................... .................. SHEET NO: SG-2.1 FLOOR PLAN - SIGNAGE & GRAPHICS ARTWORK & SIGNAGE SCHEDULE LAST UPDATE: PU2009-01 LE QTY DESCRIPTION SIZE MOUNTING INSTRUCTIONS DETAIL/REF 2031 ? ? ? ? ALG 2 ALLERGY SIGN 11.251W X 7.25'H — — B1 1 HOT BREAKFAST 24'W x 36'H BAKERY POSITION 11 — B2 1 BAGELS FOR A GROUP 24'W x 36'H BAKERY POSITION #3 — B3 1 ESPRESSO BAR 24'W x 36'H BAKERY POSITION J2 — B4 1 SMOOTHIES, FROZEN DRINKS, & BEVERAGES 24'W x 36"H MASTER POSITION 16 OR 14 IN BAKERY IN 4/5 LAYOUT — BD 1 BREAKFAST DISCOVERY PANEL 24"W x 36"H POSITION BETWEEN HOT BREAKFAST AND ESPRESSO BAR — BG1 1 BREADUCATION GRAPHIC — BREAD 46"W x 340H PROVIDE 2" CLEAR AT BOTTOM & SIDES OF GRAPHIC, MOUNT GRAPHIC RAIL AT TOP & BOTTOM GRAPHIC PROVIDED WITH MARKETING POP BG2 1 BREADUCATION GRAPHIC — BAKER MESSAGE 26'W x 34"H PROVIDE 2" CLEAR AT BOTTOM & SIDES OF GRAPHIC, MOUNT GRAPHIC RAIL AT TOP & BOTTOM GRAPHIC PROVIDED WITH MARKETING POP BG3 1 BREADUCATION GRAPHIC — BAGELS 46'W x 34"H PROVIDE 2' CLEAR AT BOTTOM & SIDES OF GRAPHIC, MOUNT GRAPHIC RAIL AT TOP & BOTTOM GRAPHIC PROVIDED WITH MARKETING POP BRS 1 TRASH, RECYCLE, BUSSING SIGNS 52'W x 4.5"H INSERT SIGNS INTO WALNUT RAIL ON TRASH/RECYCLE/BUSSING STATION PROVIDED WITH MARKETING POP BW34—L 1 THREE BAGELS — LARGE 70'W x 57"H SEE ELEVATIONS STRETCHER MOUNT C1 1 SIGNATURE HOT PANINI & PANERA KIDS MENU 24"W x 36"H MASTER POSITION #1 — ABOVE 'PRIME' REGISTER — C2 1 SIGNATURE & CAFE SANDWICHES 24"W x 36'H MASTER POSITION #2 — C3 1 U PICK TWO & SOUPS MENU 24"W x 36"H MASTER POSITION #3 — C4 1 SIGNATURE & CAFE SALADS 24'W x 36'H MASTER POSITION #5 — CA-2 1 BAKER & BRUSH 18'W x 22'H SAME AS CAI FRAMED PRINT CA-3 1 BAKER & RACK 18'W x 22"H SAME AS CAI FRAMED PRINT CA-5 1 BAKER DECORATING 18'W x 22"H SAME AS CAI FRAMED PRINT CA-6 1 BAKER MOLDING BREADS 18'W x 22"H SAME AS CAI FRAMED PRINT CA-8 1 BAKER PULLING LOAVES 23"W x 21"H SAME AS CAI FRAMED PRINT CA-9 1 BAKER HANDS 23'W x 21'H SAME AS CAI FRAMED PRINT CBH 1 COMMUNITY BULLETIN BOARD SIGN 48"W x 7'H MOUNT TO BULLETIN BOARD WD812 CCD—P 2 CREDIT CARD DECAL — PANERA 12.25W x 3.75"H MOUNT ON GLASS ADJ. ENTRY DOOR 0 DOOR HANDLE HEIGHT — C11 1 COFFEE ICON 1 8"W X 1ON MOUNT TO WALL, BUT TOUCHING WOOD RAIL BELOW HAZELNUT Cl2 1 COFFEE ICON 2 81W X 100H MOUNT TO WALL, BUT TOUCHING WOOD RAIL BELOW DECAFFEINATED CI3 1 COFFEE ICON 3 81W X 10'H MOUNT TO WALL, BUT TOUCHING WOOD RAIL BELOW DARK ROAST CI4 1 COFFEE ICON 4 8"W X 10'H MOUNT TO WALL, BUT TOUCHING WOOD RAIL BELOW LIGHT ROAST CI5 1 COFFEE ICON 5 81W X 10'H MOUNT TO WALL, BUT TOUCHING WOOD RAIL BELOW HOT WATER CM 1 CATERING MESSAGE 60'W x 21 3/8'H INSERT INTO WOOD RAILS OVER COLD BEV STATION GRAPHIC PROVIDED WITH MARKETING POP DB 3 DRINK BANNER 171W x 51-1/2"H HANG FROM 4—SIDED DRINK BANNER HANGER ST012 DOW 1 DAYS OF THE WEEK — — — DT01 1 MENU CANOPY 6'-6" X 7'-8" REFER TO SHOP DRAWINGS — DT03 1 HEIGHT CLEARANCE BAR — REFER TO SHOP DRAWINGS — DT04 1 MENU SIGN 7'-4 3/8-W X 9 1/4"D X 57 H REFER TO SHOP DRAWINGS — DT05 1 PREVIEW MENU SUGN 36,E /2-W X 8 3/4"D X REFER TO SHOP DRAWINGS — DT20 3 DIRECTIONAL SIGN 'DRIVE THRU" S-6 1/2"W X 8'D REFER TO SHOP DRAWINGS — DT21 2 DIRECTIONAL SIGN, DOUBLE FACED 'DO NOT ENTER' & "THANK YOU' S-6 1 /2"W X 8' D REFER TO SHOP DRAWINGS FA-11A 1 SHE SAID 48'W x 48"H SEE ELEVATIONS STRETCHER MOUNT FA-11 B 1 HE SAID 48'W x 48'H SEE ELEVATIONS STRETCHER MOUNT FA-13 Custom 1 GEE GAW 22'-0" W x 5'-0"H SEE ELEVATIONS STRETCHER MOUNT FA-5 1 COFFEE, TEA AND THE 52"W x 25"H SEE ELEVATIONS STRETCHER MOUNT HRS 2 HOURS OF OPERATION 11.5"W x 7"H 4'-6" AFF TO CENTER, CENTER ON GLASS, W/SIGN HOLDER — HW 5 HAND WASH 6"W x 11.5"H MOUNT TO TOWEL DISPENSER — KTK 1 KNEAD TO KNOW COMMUNICATION BOARD 48V X 36"H 5'-0" CENTERLINE OF BOARD, PROVIDED & & INSTALLED BY OWNER _ M02 7 MARKETING BANNER, TWO—SIDED 17'W x 60"H HANG FROM FOLDING SCREEN & WINDOWS — NC8 1 FUTURE 12V x 36'H MASTER POSITION #7 — NN 1 DISCOVERY PANEL 24'W x 36'H MASTER POSITION #4 — NS 2 NO SMOKING 11'W x 1.75'H 4'-6" AFF TO BOTTOM IN DINING; 5'-5" AFF TO BOTTOM IN RESTROOM; 5'-10' AFF ABOVE COAT HOOKS W/SIGN HOLDER _ OA-04S 1 J—CHAR — SMALL 25V X 310H SEE ELEVATIONS STRETCHER MOUNT OA-12L 1 BAGELS — LARGE 60V X 52'H SEE ELEVATIONS STRETCHER MOUNT OA-49 1 JAMIN' 18'W x 30'H SEE ELEVATIONS STRETCHER MOUNT OA-52 1 BREAD IN GREEN 30'W x 26"H SEE ELEVATIONS STRETCHER MOUNT OA-65a 1 DEAR MICHE 13"W x 13"H SEE ELEVATIONS FRAMED PRINT OA-65b 1 DEAR BAGEL 13"W x 13"H SEE ELEVATIONS FRAMED PRINT OA-65c 1 DEAR LOAF 13"W x 13"H SEE ELEVATIONS FRAMED PRINT OA-65d 1 DEAR TOAST 13'W x 13"H SEE ELEVATIONS FRAMED PRINT OA-68a 1 INCA 16V x 8"H SEE ELEVATIONS FRAMED PRINT I— OA-68b 1 AZTEC 16"W x 8"H SEE ELEVATIONS FRAMED PRINT OA-70a 1 SHAZAM! 16'W x 9"H SEE ELEVATIONS FRAMED PRINT OA-70b 1 KA POW! 16V x 9"H SEE ELEVATIONS FRAMED PRINT OA-70c 1 BAM, BAM, BAM! 16'W x 9"H SEE ELEVATIONS FRAMED PRINT OCC 1 OCCUPANCY SIGN 12'W x 8"H MOUNT PER FIRE MARSHALCS INSTRUCTION — PEPSI 1 PEPSI SIGN PANEL 25.75W x 15'H FACE OF PEPSI SODA DISPENSER SWB 1 START WITH BREAD VINYL GRAPHIC 48'W x 10'H AODPOL GRAPHIC TO PANEL AT ENTRY WALL FACING FRONT ADHESIVE VINYL GRAPHIC WEL 1 WELCOME SIGN 17"W x 60'H — — WIFl 3 HIGH—SPEED INTERNET ACCESS 11'W x 1.75"H 4'-6" AFF TO BOTTOM IN DINING; 5'-10' AFF ABOVE COAT HOOKS _ I SIGNAGE, ARTWORK &GRAPHIC NOTES: I 1. ALL SIGNS WILL BE PROVIDED BY OWNER TO G.C. FOR INSTALLATION. 2. VENDOR TO VERIFY ALL QUANTITIES AND CURRENT GRAPHIC DESIGNS WITH OWNER PRIOR TO FABRICATING. 3. REFERENCE SHEET SG-4.1 FOR SIGNAGE ELELVATIONS. 4. THE WHEAT BUNDLES (WB) SHALL BE SUPPLIED BY IVEY. BAKERY CAFE: #1693 SYSTEM: G I (GLOW) PROTOTYPE UPDATE: 20 I 2 1-1 W H W w 0 z_ J LL z z W w a OW Q J g 7 09 8 w w 0 LL W � M M m W Z Q 0 r W Q U J m Q N �N U_ (J J a PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott ........................................................ ji SHEET NO: SG-2.2 ARTWORK & SIGNAGE SCHEDULE i IITR 11 III IF TT1_ F_ - 1 7 MECHANICAL KEYED NOTES M1 NEW ROOF TOP UNIT AS SHOWN IN SCHEDULE ON SHEET M2.2. UNIT SHALL BE LOCATED SUCH THAT SUPPLY AND RETURN DUCTWORK DROP BETWEEN JOISTS. SEE SHEET M2.1 FOR CONTINUATION. RUN CONDENSATE LINE TO NEAREST ROOF DRAIN. BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE; 2012-01 PROVIDE U.L. LISTED IONIZATION TYPE SMOKE DETECTOR INTERLOCKED W/ RTU CONTROLS W O TO SHUT RTU DOWN UPON ACTIVATION OF DETECTOR. LOCATE IN RETURN AIR DUCTWORK, PER LOCAL CODE. Q M3 RACK OVEN EXHAUST FAN-1 (SEE SCHEDULE AND DETAIL ON SHEET M-2.2, M-3.1, M-4.1a.) RUN DOUBLE WALL GALVANIZED STEEL EXHAUST DUCT DOWN TO RACK OVEN EXHAUST HOOD. SEE SHEET M-2.1 FOR CONTINUATION. LOCATE FAN OUTLET 10' MIN. FROM ANY AIR INTAKE. W Z J M4 DISHWASHER EXHAUST FAN-3 (SEE SCHEDULE AND DETAIL ON SHEET M-2.2 AND M-3.3). RUN (D EXHAUST DUCT DOWN TO DISHWASHER EXHAUST HOOD SEE SHEET M-2.1 FOR CONTINUATION. Z LOCATED FAN OUTLET 10' MIN. FROM ANY AIR INTAKE. (DUCT SHALL BE ALUMINUM OR a W STAINLESS STEEL). LIJ 0 M5 PVC LINES (FLUE OUTLET AND COMBUSTION INLET) FROM WH BELOW (SEE SHEET M2.1 FOR CONTINUATION) UP THRU ROOF. TERMINATE PER MANUFACTURER'S RECOMMENDATION W/ 10 FEET MIN. CLEARANCE BETWEEN FLUE OUTLET AND ANY AIR INTAKE. SEE DETAIL ON < SHEET M4.1. J 6 RESTROOM EXHAUST FAN-4 (SEE SCHEDULE ON SHEET M-2.2 AND DETAIL ON SHEET M-4.1). LOCATE 10 FEET MIN. FROM ANY AIR INTAKE. VERIFY LOCATION. M7 DECK OVEN EXHAUST FAN-2 (SEE SCHEDULE AND DETAIL ON SHEET M-2.2, M-3.2). RUN EXHAUST DUCT DOWN TO DECK OVEN EXHAUST HOOD SEE SHEET M-2.1 FOR CONTINUATION. LOCATE FAN OUTLET 10 FEET MIN. FROM ANY AIR INTAKE. VERIFY LOCATION. U 1� M8 REMOTE CONDENSERS ON ROOF FOR FREEZER, COOLERS AND ICE MACHINES. TAKE OFF W FOR PIPING RUNS TO BE COORDINATED WITH GENERAL CONTRACTOR. G.C. TO RUN WIRING �J,J FOR COOLERS AND FREEZER AND FOR REMOTE COMPRESSORS. MECHANICAL/ELECTRICAL = SUBCONTRACTOR TO PERFORM FINAL CONNECTI0N FOR THESE UNITS. COORDINATE LOC- ATION W/ OWNER. KEEP 10' MIN. FROM ANY AIR INTAKE. FOR BIDDING PURPOSES REFRIG. Q a: PIPING COMES IN PRE CHARGED LENGTHS OF 25 ft AND 50 ft. (COOLER AND FREEZER u- ONLY)..................................... PLUMBING KEYED NOTES: 8 CONTRACTOR TO PROVIDE NG CONNECTION TO MECHANICAL UNITS (RTU-1 65 MBH, RTU-2,-4 105 MBH AND RTU-3 130 MBH). CONTRACTOR TO PROVIDE DIRT LEG AND SHUTOFF VALVE IN ACCORDANCE WITH LOCAL CODE. VERIFY EXACT LOCATION OF UNITS WITH HVAC CONTRACTOR. REFER TO PLUMBING DRAWING P-2.4 FOR PIPE SIZES AND ROUTING. P2 EXISTING 4"VTR, MAINTAIN A MINIMUM 10' CLEARANCE TO AIR INTAKES IS MAINTAINED. 8 REFER TO PLUMBING DRAWING P-2.3 FOR CONDENSATE PIPE ROUTING AND SIZES. ELECTRICAL KEYED NOTES E1 PROVIDE ROUGH -IN AND FINAL CONNECTION TO ROOFTOP UNIT. ROOFTOP UNIT -MOUNTED DISCONNECTING MEANS SUPPLIED BY EQUIPMENT MANUFACTURER. ELECTRICAL CONTRACTOR TO PROVIDE AND MAKE FINAL CONNECTION TO UNIT -MOUNTED WEATHERPROOF GFI SERVICE RECEPTACLE. COORDINATE WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER. COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR IN FIELD. E2 PROVIDE ROUGH -IN AND FINAL CONNEC11ON TO RACK OVEN HOOD EXHAUST FAN, DRAFT INDUCER MOTOR, AND PRESSURE SWITCH. FAN SHALL BE INTERLOCKED WITH OVEN TO RUN WHEN OVEN IS ON. SEE WIRING DETAILS ON MECHANICAL SHEETS. COORDINATE WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER. E3 PROVIDE ROUGH -IN AND FINAL CONNECTION TO RESTROOM EXHAUST FAN - REFER TO MECHANICAL DRAWINGS FOR REQUIREMENTS. E4 PROVIDE ROUGH -IN AND FINAL CONNECTION TO COOLER/FREEZER COMPRESSOR. COORDINATE WITH G.C. AND COOLER/FREEZER MANUFACTURER. E5 PROVIDE ROUGH -IN AND FINAL CONNECTION TO DISHWASHER HOOD FAN. FAN TO BE CONTROLLED VIA "ON -OFF" SWITCH. COORDINATE LOCATION OF SWITCH WITH G.C. IN FIELD. COORDINATE HOOD CONNECTION WITH MECHANICAL CONTRACTOR. E6 ELECTRICAL CONTRACTOR TO MAKE ELECTRICAL CONNECTION BETWEEN ICE MAKER AND REMOTE CONDENSER. COORDINATE WITH G.C. AND EQUIPMENT MANUFACTURER. E7 PROVIDE ROUGH -IN AND FINAL CONNECTION TO DECK OVEN FAN. FAN TO BE CONTROLLED VIA "ON -OFF" SWITCH. COORDINATE LOCATION OF SWITCH WITH F.V. IN FIELD. COORDINATE FAN CONNECTION WITH MECHANICAL CONTRACTOR. (WHERE STANDARD HOOD IS PROVIDED - SEE DECK OVEN DETAIL ON SHEET E-5.1 WHEN DECK OVEN SELF EXHAUST IS UTILIZED. [IF REQUIRED] N O tn LU ° Co Cq ,r� 0LU CD ks W M CM m CM �> o J LL r J m J J W W Q Z N Q �U�N Q N t 7 PERMIT/BID SET ISSUED 10.17.12 ........................................................................................... Z 0 IL I ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: MEP-1 MEP ROOF PLAN MEP ROOF PLAN n4' KEYPLAN SCALE: 1/4'=1-O" SCALE: NTS N KEYED NOTES �j NEW ROOF TOP UNIT AS SHOWN IN SCHEDULE ON SHEET M2.2. UNIT SHALL BE SUCH THAT SUPPLY AND RETURN DUCTWORK DROP BETWEEN JOISTS. RUN CONDENSATE LINE TO NEAREST ROOF DRAIN. VERIFY LOCATION OF DRAIN IN FIELD. PLACE O.A. INLET 10' MIN. FROM ANY EXHAUST OR FLUE. OPROVIDE AND INSTALL U.L. LISTED IONIZATION TYPE SMOKE DETECTOR INTERLOCKED W/ RTU CONTROLS TO SHUT RTU DOWN UPON ACTIVATION OF DETECTOR. LOCATE IN RETURN AIR DUCTWORK. O3 PROVIDE TWO PIECE THERMOSTAT WITH MOUNTED SENSOR LOCATED IN MANAGER'S OFFICE, COORDINATE LOCA11ONS WITH OTHER ELEMENTS OF WALL/COLUMN. VERIFY EXACT LOCATIONS IN FIELD. T—STAT SHALL BE EQUAL TO APRILAIRE MODEL 8534 THERMOSTAT. REFER TO HVAC SPECS, SHEET M4.1 OMANUFACTURER INSTALLED TYPE —II HOOD FOR RACK OVEN. EXTEND NEW 10"0 TO 12"0 DOUBLE WALL GALVANIZED STEEL EXHAUST DUCT PER MANUFACTURER'S RECOMMENDATIONS UP THRU ROOF WITH FLUE TERMINAL PROVIDE 12"0 EXHAUST DUCT FROM HOOD COLLAR OUTLET UP TO EF-1 ON ROOF. FAN SHALL BE INTERLOCKED WITH OVEN SUCH THAT FAN ONLY RUNS WHEN OVEN IS ON. SEE FAN SCHEDULE ON SHEET M2.2 AND OVEN DETAILS ON SHEETS M.3.1 AND M4.1a. FAN IS PURCHASED BY OWNER AND INSTALLED BY CONTRACTOR. BALANCE EF-1 TO 900 CFM. SEE ELECTR. DWG. THIS SET FOR HOOD LIGHT SWITCH LOCATION. INSTALL ALL COMPONENTS IN STRICT COMPLIANCE WITH LOCAL CODES PER MANUFACTURER'S RECOMMENDATIONS. LOCATE FAN OUTLET 10' MIN. FROM ANY AIR INTAKE. ODIRECT VENT CLOSED COMBUS11ON FLUE AND COMBUSTION PVC LINES FROM WATER HEATER UP THROUGH ROOF. TERMINATE PER MANUFACTURER'S RECOMMENDATIONS, MINIMUM 10 FT CLEARANCE BETWEEN INTAKE AND EXHAUST/ FLUE. VERIFY LOCATION. SEE DETAIL SHEET M-4.1. ORUN 10"0 EXHAUST DUCT DOWN FROM EF-4 ON ROOF (SEE SHEET MEP-2.1). CONNECT TO EXHAUST GRILLES IN TOILET ROOM. BALANCE AS INDICATED. PROVIDE BACK DRAFT DAMPER AT EACH GRILLE. SEE FAN DETAIL SHEET M-4.1 AND FAN SCHEDULE ON SHEET M-2.2. PROVIDE CONTROL RELAY AND INTERLOCK WITH KITCHEN LIGHTING CIRCUIT. SEE DETAIL ON SHEET M-3.1. OREMOTE CONDENSERS ON ROOF FOR FREEZER, COOLERS, AND ICE MACHINES. TAKE OFF FOR PIPING RUNS TO BE COORDINATED WITH GENERAL CONTRACTOR. G.C. TO RUN WIRING FOR COOLERS AND FREEZER AND FOR REMOTE COMPRESSORS. MECHANICAL/ELECTRICAL SUBCONTRACTOR TO PERFORM FINAL CONNECTION FOR THESE UNITS. COORDINATE LOCATION W/ OWNER. KEEP 10' MIN. FROM ANY AIR INTAKE. FOR BIDDING PURPOSES REFRIG. PIPING COMES IN PRE CHARGED LENGTHS OF 25 ft AND 50 ft. (COOLER AND FREEZER ONLY). ODECK OVEN TYPE — II HOOD "CAPTIVE—AIRE" MODEL # (SEE SHEET M-3.2). EXTEND NEW 8X6 EXHAUST DUCT TO EF-2 ON ROOF (SEE FAN SCHEDULE ON SHEET M-2.2 AND SHOP DRAWING DETAILS ON SHEET M-3.2). FAN SHALL BE CONTROLLED BY SWITCH MOUNTED ON HOOD. DECK OVEN HOOD AND FAN ARE PURCHASED BY GC FROM "CAPTIVE- -AIRE" AND INSTALLED BY GC. SEE SHEET M-3.2 FOR DECK OVEN VENTILATION INFORMATION. OPAINT DIFFUSERS TO MATCH ADJACENT CEILING. SEE ARCHITECTURAL DRAWINGS FOR COLOR. 10 1Ox10 (22 Ga STAINLESS STEEL OR ALUMINUM) FROM DISHWASHER HOOD TO EXHAUST FAN EF-3 ON ROOF. SEE SHEET MEP —A FOR CONTINUATION. SEE HOOD AND FAN DETAILS ON SHEET M-3.3 AND FAN SCHEDULE ON SHEET M-2.2. PROVIDE HOOD MOUNTED SWITCH FOR FAN CONTROL. 11 HIGH TEMPERATURE SPRINKLER HEAD IN OVEN AREA. GENERAL NOTES 1. THIS CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES IN LOCATING DUCTWORK, PIPING AND EQUIPMENT TO AVOID ANY INTERFERENCE. 2. COORDINATE INSTALLATION OF NEW DUCT W/ STRUCTURE. 3. CONTRACTOR TO INSTALL ALL WORK IN STRICT COMPLIANCE WITH LOCAL CODES AND ORDINANCES. 4. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIP. SUBMITTAL PRIOR TO INSTALLING OR FABRICATING ANY DUCTWORK 5. PAINT INSIDE OF DIFFUSERS BLACK TO MINIMIZE VIEWING OF DUST AND DIRT. 6. PROVIDE FIBERGLASS INSULATION BLANKET ABOVE TOPS OF ALL SUPPLY AIR DIFFUSERS 7. PROVIDE ADJUSTABLE VOLUME DAMPER AT ALL BRANCH DUCTWORK. 8. PROVIDE TURNING VANES AT ALL ELBOWS (TYPICAL). 9. MECHANICAL CONTRACTOR TO REPLACE FILTER AFTER CONSTRUCTION COMPLETED. SPRINKLER SYSTEM SCOPE: SPRINKLER CONTRACTOR SHALL PROVIDE NEW FO ACCOMMODATE NEW PARTITION LOCATIONS. 3ROVIDE HEADS PER LOCAL CODE REQUIREMENTS. SPRINKLER CONTRACTOR SHALL PROVIDE 250' RATED SPRINKLER BEADS FOR ANY HEADS WITHIN 5' OF OVENS. SPRINKLER CONTRACTOR SHALL PROVIDE DRY TYPE HEADS IN IZEEZER AND COOLER(S). 2 ..................:.........................................`... `•J � i:::: I "''7'P` JJ..a: �iJ`��fi'af�. R'�. AVER BREAD BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 2 1 W g W W 0 LLI Z_ J C7 LU W W W o a J g Ld WI WIN U 2 �� LL N'T `o E e •� 68 ��l T � CC o� ��• UJ LU ¢ U ° - k� °0 y, w A cM Q m tM 0 _j � J U6 Q V_ in J_ wwa� z N =� Q Q � U � N 10 PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: M-2,1 MECHANICAL PLAN MECHANICAL PLAN n4' KEYPLAN SCALE: NTS BAXTER OV500 Rack Oven (900cfm) - TOP VIEW HOOD INFORMATION TABLE 0 9 21 ,9 _.. _..._ .................................................................... ................ 9,500 .......... s � i 5o0 56.50 62,000 i ................................ SE DOUBLE WALL GALVANIZED STEEL 33500 fi JOB PANERA-BAXTER-RACK❑VENH❑❑D LOCATION C❑NTINENTAL-US DATE JOB 0 0 DRAWN BY -DIG REV. 1.00 SCALE NONE MAX. AIR REQUIREMENTS HOOD COOKING HOOD CONFIGURATION EXHAUST RISER SUPPLY RISER NO. MODEL LENGTH TEMP. TEMP. CONST. SIZE CFM/ TOTAL SIZE CFM/ TOTAL END TO HACK TO QTY. V L RISER S'P' EXH. CFM QTY. W RISER S.P. SUP. CFM END HACK 1 OV500 6' 0' NA 1 10' DIA 900 Q6' 900 - - - - - - TYPE Stainless DEG. 100X BAXTER OV500 Rack Oven (900cfm) - FAN SCHEDULE FAN INFORMATION FAN FAN UNIT MODEL 1k EXHAUST FAN SUPPLY FAN UNIT NO. MODEL TAG I CFM I S.P. I RPM I H.P. a 1 VOLT FLA BLOWER HOUSING I TAG CFM S.P. I RPM I H.P. 1 0 1 VOLT I FLA 1 DU50HFA W50HFA 1 900 1 - 1000 243 1 0.500 1 1 1 U5 1 8A Rack Exh nTTPn AcarvlaT.TWQ NO FA ITEM SIZE 1 # 1 Curb 19.500'W x 19.50VL x 22.000'H Vented 12l# For techlnlcal questions, Call CAPTIVE-AIRE _ JOB PANERA-BAXTER-RACK13VENH❑0I LOCATION C❑NTINENTAL-US A ��..._ __ _ reg32@captivealr.corl � �iWW_ _ = DATE 9/14/10 JOB 0 PH❑NEB (800) 988-0881 _ _ = DWG 0 1 DRAWN BY AG-32 FAX, (301) 986-1795 REV 1.n0 I SCALE N❑NF BAXTER OV500 Rack Oven (900cfm) - FRONT VIEW ni lf%T ov M 85,500 r10.00-� 72,000 — USE DOUBLE WALL GALVANZED STEEL .................... .. E i } .0 BAXTER OV500 Rack Oven (900cfm) - EXHAUST FAN DUL/HFA SERIES UPBLAST EXHAUST FANS (UL762) FEATURES. - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300•F (149'C) - GREASE CLASSIFICATION TESTING T NORMAL T�ERAT�ETESTTT�ERAT�E TEST IE EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300'F (149'0 11 UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. GREASE DRAIN ABNORMAL FLARE-UP TEST (TYPE I ONLY) EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600•F (316•C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE / \ AN UNSAFE CONDITION. OPTIONS: / \ GREASE BOX HINGED FAN PITCHED CURB — INSULATED CURB DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN BY CONTRACTOR DUL/HFA DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA FAN MODEL HT W B C F R RO WEIGHT LB DU50L/HFA 26 3/4 28 7/8 1 1/2 21 21 1/2 13 1/4 17 1/2 55 VARIABLE SPEED CONTROL IS LOCATED UNDER FAN COVER wVMRffh_tLM OSMAN D VENTED CURB 20 GAUGE STEEL CONSTRUCTIDN 3' FLANGE ` `\ RE] ROOF OPENING DIMENSIONS PITCHED CURBS ARE AVAILABLE 7 FOR PITCHED ROOFS. SPECIFY PITCH, 3D' 1E EXAMPLEi 7/12 PITCH = 301 SLOPE CURB DIMENSIONAL DATA FAN MODEL D E DU50L/HFA 19 1/2 20 JOB PANERA-BAXTER-RACK❑VENH❑❑D For techlnlcal questions, Call CAPTIVE-AIRE — LOCATION C❑NTINENTAL-US reg32@captivealr,corl N=ice DATE 9/14/10 JOB 0 PH❑ND (800) 988-0881 LVAR / / rAr FAX C301) 986-1795 DIYG 0 DRAWN BY AG-32 REV. 1.00 1 SCALE NONE BAXTER OV500 Rack Oven (900cfm) - Recommended Electrical Connection 1111 I O➢EB EUM7115JAL CDl IL'I'M FM EX M W vfw PW*U Ieo VAC ALL WIRING, TERMINAL STRIPS AND RELAY ARE PROVIDED BY CONTRACTOR RTU-1 THERMOSTAT HOT FROM OVEN TERMINAL #50 I I 145t'07�T o SP FROM OVEN TERMINAL #32 I Y1 III 00 2 Y2 * TYPICAL THERMOSTAT SHOWN FOR REFERENCE. ADJUST FOR ACTUAL FIELD CONDITIONS. THERMOSTAT DETAIL N.T.S. FED t For techWcal questions, Call CAPTIVE-AIRE _ _ LO A � ��s �� __ IDCA77l7N reg32ecaptiveair.com . �.�- — c_= Davis' JOB If PHOND (800) 988-0881 / / rAr FAXI (301) 986-1795 DIG DRAWN BY RaY. 91CI7.1! BAXTER OV500 Rack Oven (900cfm) - SIDE VIEW DUCTWORK BY CONTRACTOR TO EXHAUST FAN i Iler M^11n1 r WA 1 nu \,1 ►]MrA C rrl 62.000 33,500 BAXTER OV500 Rack Oven (900cfm) - EXHAUST FAN (5'0' RECOMMENDED) SMOOTH RADIDUS ELBOW NOTE. EXHAUST FAN IS SIZED FOR A MAXIMUM OF (3) 90 DEGREE RADIOUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK. PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THEABOVE REQUIREMENTS. WALL ) STEEL 99,500 12' DIA HOLE (CENTERED IN CURB CAP) CURB CAP BY OTHERS F F CURH CAP F� CD CURB 20 GAUGE UMINIZED STEEL CONSTRUCTION - FLASHING C ROOF OPENING DIMENSIONS (F-2) X (F-2) F F For techlnlcal JOB PANERA-BAXTER-RACK❑VENH❑❑D questions, Call CAPTIVE-AIRE — LOCATION C❑NTINENTAL-US /� ins ism reg32@captivealr.corh DATE 9/14/10 JOB 0 PHONE, (800) 988-0881 N W � _ DWG 0 DRAWN BY AG-32 FAXi (301) 986-1795 REV. 1.00 1 SCALE NONE RESTROOM EXHAUST FAN - Recommended Electrical Connection INPUT POWER 120 VAC EXHAUST FAN INPUT POWER 120 VAC CONNECT TO KITCHEN LIGHTING CIRCUIT WIRING DETAIL (EF-4) IG, TERMINAL STRIPS AND tE PROVIDED BY TOR NOT TO SCALE BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 _ C7 • L.0 .�j z N ; ' •pR0' 9iJ%!I — N� I..f. � W ce) CY) Q m co (0 _j J U) W ZQNa W a aUtiN PERMIT/BID SET ISSUED 10.17.12 _O ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott ..................................... .................. ji SHEET NO: M-3, 1 VENTILATION DETAILS AND SCHEDULES n I DECK OVEN L.,�' Y i 5 �4 � i_._ 1 l 'S !! i_ 1 V 0 D i..FOR B I 4 X T }` �..� � �..�F V 3 V �J Y Yi �. HOOD INFORMATION HOOD NO. MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM RISER(S) TOTAL UP. CFM RISER(S) END O END ROW WIDTH LENG. DIA. CFM S.P. WIDTH LENG. DIA. CFM S.P. 1 6624 D-1 ROV- 5' 0.00'Nom. 5 0.00 OD 600 Deg. 500 8' 6' 500 -0.129 0 430 SS 100% ALONE N/A 1Y00D IAWRUATfnAr FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE HOOD HOOD NO. TYPE QTY HEIGHT LENGTH QTY TYPE WIRE LOCATION FIRE M ELECTRICAL SWITCHES SYSTEM PIPING WEIGHT GUARD TYPE SIZE MODEL # QUANTITY LOCATION i Condensate Baffle 3 16' 20' 3 Incandescent Light Fix NO NO 523 LBS. HOOD OPTIONS HOOD OPTION NO. 1 BACK STANDOFF (FLAT) 6' Wide FIELD WRAPPER 12.00' High Front, Left, Right, FAN INFOMMTION FAN UNIT FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN NO. MODEL TAG CFM S.P. RPM H.P. # VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. # VOLT FLA 1 DU33HFA DU33HFA 500 - 1.000 1529 0.333 1 115 4.1 SDK -II NO. FAN ITEM SIZE 1 # 1 Curb 19.500'W x 19.500'L x 22.000'H Vented HOOD MODEL ND-1 ROV-D IS ETL LISTED FOR 6" MINIMUM SIDE OVERHANG FROM OVEN DOOR. 6.00' 66.00' NOTE: EXHAUST FAN IS SIZED FOR A MAXIMUM OF (3) 90 DEGREE RADIUS ELBOWS AND 25 FT OF STRAIGHT DUCTWORK PLEASE CONSULT FACTORY IF DUCTWORK EXCEEDS THE ABOVE REQUIREMENTS. � — 9.00' 8.001 ' i 6A0' L Hood #1 / 111. Listed Incandescent Light F' ,i 6' Minimum 6' Minimum Minimum ..... .......................... ........... ............. ............. 15' - 16' Recommended [&; 30.00' 30.00' 5' 0.00'Nom./5' 0.00'OD PLAN VIEW - Hood #1 - 5' 0.00" LONG 6624ND-1 ROV-D 10' CLG 100W 24' NOM 84. NOTE: VARIABLE SPEED CONTROL IS INSTALLED INSIDE FAN DUUHFA SERIES UPBLAST EXHAUST FANS (19762) RE] C - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300'17 (149•0 NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300•F (149'0 UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY CONTRACTOR) DUL/HFA DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA FAN MODEL HT W B C F R RE] WEIGHT LB DU33L/HFA 24 3/4 25 1/2 1 1/2 21 18 1/2 12 1/8 17 1/2 50 ENCLOSURE PANELS 72.00' r 4' CONDENSATE BAFFLE (TYPE II) CONDENSATE DRAIN 66' 15' - 16' ... ... ............. .............. .._...... _......._ ............. ........... (RECOMMENDED) 11 — — 00' is ...................................................................................................... HANGING ANGLE 6.00' 3' STANDOFF — CAPTIVE-AIRE RECOMMENDS THAT THE HOOD IS INSTALLED A MINIMUM OF 3' FROM ANY SIDE WALLS :FAAL7r2 11"M a&A*roe VENTED CURB 0 GAUGE TEEL :ONSTRUCTION �p ROOF OPENING RE]� \� DIMENSIONS PITCHED CURBS ARE AVAILABLE7 FOR PITCHED ROOFS. �30*j SPECIFY PITCH, 12 EXAMPLEi 7/12 PITCH = 30• SLOPE CURB DIMENSIONAL DATA FAN MODEL D E DU33L/HFA 19 1/2 22 BAKERY CAFE: #1693 SYSTEM: G3 GLOW) PROTOTYPE UPDA E.. 2012-01............................................. M 1-1 w w w 0 _Z -J z LU W w IL w O w fir a 4 .• 41 In LLCq � O i5 Z W `n M M Q CM 0 _j J U) a�m-j J �+ w W = z 2 QN It EL w U 12-4a. R f \µme E PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: M-3,2 VENTILATION DETAILS AND SCHEDULES 5 STANDARD DISHWASHER 400 CFM UNIVERSAL HOOD Im Hood #1 X-Or 1 2'-o' HANGING ANGLE ® ETL LISTING DESCRIPTION BLOCK THE CAPTIVE-AIRE MODEL VHB HAS BEEN TESTED, LISTED AND APPROVED TO EXHAUST A MINIMUM OF 100 CFM PER LINEAR FOOT OVER 700 DEGREE EQUIPMENT FOR NON -GREASE APPLICATIONS lie 4' 0.0011 m./V 0.13WOD PLAN VIEW - 4' 0.00" LONG 4224VHB-G CAPTIVE-AIRE HOODS ARE BUILT IN C❑MPLIANCE WITH 0 0Z NSF NSF ETL LISTED #3054804-001 FOR QUESTIONS, CALL CAPTIVE-AIRE 7815-A OLD GEORGETOWN ROAD BETHESDA, MD 20814 PHONE, (301) 986-1676, (800) 988-0881 FAX, (301) 986-1795 1/2' DUL ALL THREAD ROD 1/2- OWL HEAVY DUTY NUT CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW THROUGH ANOTHER HANGING HANGING ANGLE ANGLE *ROD AND NUTS TO BE SUPPLIED BY WALLING CONTRACTOR HANGING ANGLE 6 PRE -PUNCHED AT FACTORY JOB DlshTherm Hood- 400 CFM LOCATION DATE' JOB DA'C DR.0rN BY RE'Y. SC4LE' NTS STANDARD DISHWASHER 400 CFM UNIVERSAL HOOD INFORMATION HOOD ND. MODEL LENGTH MAX, COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIGURATION TOTAL EXH. CFM RISER(S) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENGTHI CFM I S.P. WIDTHILENGTHI CFM I S.P. 1 4224 VHB-G 4 0 Nor1. 700 Deg. 400 I 10' 10' 400 -0.01' 0 304 SS ALONE N/A I I I1007. i,!L61faiij ll FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE HOONO. TYPE QTY HEIGHT LENGTH QTY TYPE WIRE GUARD LOCATIONE TYPE SYSTEM SIZE ELECTRICAL MODEL # SWITCHES QUANTITY LOCATION PIPING WEIGHT 1 0 NO 172 LBS. FAN INFORMATION FAN UNIT NO, FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM S.P. RPM H.P. 0 VOLT BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT 1 DU33HFA DU33HFA 400 - 1.000 1509 0.333 1 115 rTTRR A 4S'RURLrR.q NO. ON ITEM SIZE 1 # 1 Curb 19.500'W x 19.5001L x 22.000'H Vented FOR QUESTIONS, CALL CAPTIVE-AIRE 7815-A OLD GEORGETOWN ROAD BETHESDA, MD 20814 PHONE, (301) 986-1676, (800) 988-0881 FAX, (301) 986-1795 DUUHFA SERIES UPBLAST EXHAUST FANS (UL762) JOB DlshTherm Hood- 400 CFM LOCATION DATE' JOB # 0 DA'C # DA4)FN BY REV.SCALE' NTS STANDARD DISHWASHER 400 CFM ISE DRAIN UNIVERSAL HOOD FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300•F (14900 - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300•F (149'0 UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST (TYPE I ONLY) EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600•F (316•0 FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS: GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN BY CONTRACTOR DUL/HFA DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA FAN MODEL HT W B C F R RD WEIGHT LB DU33L/HFA 24 3/4 25 1/2 1 1/2 21 18 1/2 12 1/8 17 1/2 50 FOR QUESTIONS, CALL CAPTIVE-AIRE 7815-A OLD GEORGETOWN ROAD BETHESDA, MD 20814 PHONE, (301) 986-1676, (800) 988-0881 FAX, (301) 986-1795 AO,ko~i i r- RWAiL762 REvm VENTED CURB '0 GAUGE ,EEL :ONSTRUCTION .. .-r....iE 413ROOF OPENING RO DIMENSIONS PITCHED CURBS ARE AVAILABLE 7 FOR PITCHED ROOFS. 30• SPECIFY PITCH, 12 EXAMPLE, 7/12 PITCH = 30• SLOPE CURB DIMENSIONAL DATA FAN MODEL D E DU33L/HFA 19 1/2 22 JOB DlshTherm Hood- 400 CFM LOCATION DATE' JOB PX0 # DR,4) N BY RL'Y. SCddLE' NTS BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W 9 W, V LU z_ J LL z z W W IL OW Iij/ v ��•• 4U U. O LU . •• 5Z (/� /yam .t o J ` •� 1 w M cM Q CM CF)o � Q r J 00 J wwa� Z Q �Uti Q N - a N PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis .................. -ji CPA: Pete Ott SHEET NO: M-3.3 VENTILATION DETAILS AND SCHEDULES 9 HVAC SPECIFICATIONS 13. NOTE: MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED. SUB- STITUTION MAY BE MADE TO THOSE SPECIFIED IF DEEMED EQUIVALENT BY THE OWNER'S REPRESENTATIVE. ALL WORK AND PRODUCTS SHALL MEET THE REQUIREMENTS OF THE OWNER AND GOVERNING CODES. 1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE CODES AND THE OWNER'S MINIMUM REQUIREMENTS 14. AS STATED HEREIN OR OTHERWISE INDICATED BY THE OWNER. 2. SEE ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS. ALL CONDITION REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. 3. ALL WORK SHALL BE PERFORMED AS INDICATED ON DRAWINGS UNLESS FIELD CONDITIONS REQUIRE MINOR CHANGES BE MADE. MINOR CHANGES SHALL BE MADE WITH NO ADDITIONAL COST. 4. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK BY THE OWNER. 5. CONTRACTOR SHALL PREPARE AND SUBMIT AS -BUILT DRAWINGS TO THE OWNER IF REQUESTED. AS -BUILT DRAWINGS SHALL INDICATE THE ACTUAL MANUFACTURER OF THE EQUIPMENT THAT WAS INSTALLED, THE EXACT LOCATION OF THE EQUIPMENT AND PERTINENT CAPACITIES FOR HEATING, COOLING, ETC. 6. EQUIPMENT, FIXTURES, AND ACCESSORIES SHALL NOT BE SUP- PORTED FROM CEILING, SOFFIT, NEUTRAL PIERS, PIPING, DUCT- WORK, METAL ROOF DECK, LATERAL BRACING, BRIDGING OR CONDUIT. ITEMS SHALL ONLY BE SUPPORTED FROM STRUCTURE WHICH HAS BEEN APPROVED BY THE ARCHITECT FOR SUPPORT. 7. ALL ROOF WORK PENETRATIONS AND REPAIRS SHALL BE TOTALLY PERFORMED BY ONLY THOSE ROOFING CONTRACTORS APPROVED BY THE OWNER/LANDLORD. 8. INSTALLATION OF ROOF MOUNTED EQUIPMENT SHALL BE COOR- DINATED WITH THE GENERAL CONTRACTOR AND OTHER TRADES. 9. DEFICIENCIES AND NON -CONFORMING ITEMS SHALL BE CORRECTED BY THE CONTRACTOR. FAILURE TO CORRECT SUCH ITEMS SHALL PERMIT THE LANDLORD TO CORRECT SAME AT A COST TO THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS AND PAYING FOR SAME. HE SHALL INCLUDE IN HIS BID CHARGES FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT LIMITED TO LOCAL, COUNTY, OR STATE SERVICE CHARGES AND PERMIT FEES, AND UTILITY AND/OR EQUIPMENT CHARGES. 11. THE SCOPE OF WORK OF THIS CONTRACT INCLUDES, BUT SHALL NOT BE LIMITED TO: PROVIDE AND INSTALL ALL EQUIPMENT, APPLIANCES, CON- TROL DEVICES, ACCESSORIES, MATERIAL AND LABOR. PROVIDE AND INSTALL ALL DUCTWORK, INSULATION, AIR DEVICES, DUCT ACCESSORIES, MATERIAL AND LABOR. PROVIDE AND INSTALL ALL PIPING, FITTINGS, VALVES, IN- SULATION, ACCESSORIES, MATERIAL AND LABOR. PROVIDE AND INSTALL EXHAUST SYSTEM(S) INDICATED. PROVIDE AND INSTALL ALL ROOF WORK, INCLUDING EQUIP- MENT SUPPORTS, ROOF PENETRATIONS, PATCHING AND WATERPROOFING OF ROOF. PROVIDE ALL EQUIPMENT SUPPORTS AND HANGERS INCLUD- ING ANY AUXILIARY STEEL REQUIRED. ANY STRUCTURAL MOD- IFICATION TO THE BUILDING STRUCTURE SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE LANDLORD. CLEAN, TEST AND PUT INTO SERVICE ALL SYSTEMS SPECIFIED. PROVIDE A BALANCE REPORT PREPARED BY AN INDEPENDENT AABC OR NEBB CERTIFIED AIR BALANCE CONTRACTOR. WARRANTY ALL WORK AND MATERIALS HEREIN SPECIFIED FOR A PERIOD OF NOT LESS THAN ONE YEAR. 12. MATERIALS 12.1 ALL MATERIALS SHALL BE NEW AND OF RECOGNIZED COM- MERCIAL QUALITY. USED MATERIALS WILL NOT BE PERMITTED. 12.2 DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND IN- STALLED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF SMACNA - "HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE". DUCTWORK 18" WIDTH AND LARGER SHALL BE CROSS - BROKEN OR RIBBED AND STIFFENED SO THAT IT WILL NOT "BREATHE", RATTLE, VIBRATE OR SAG. FIBERGLASS DUCTWORK WILL ONLY BE PERMITTED WITH THE APPROVAL OF THE OWNER, ARCHITECT, AND ENGINEER. 12.3 FLEXIBLE DUCTWORK: SHALL HAVE AN IMPERVIOUS INNER CORE WITH WIRE REIN- FORCEMENT. THE INNER DUCT SHALL BE COVERED WITH 1.5" THICK FIBERGLASS DUCT INSULATION WITH A POLY- ETHYLENE VAPOR -PROOF JACKET. FLEXIBLE DUCT SHALL BE UL-181 LISTED, CLASS 1, AND SHALL MEET ALL APPLICABLE CODES AND THE REQUIREMENTS OF THE LANDLORD. FITTINGS TO CONNECT THE FLEX DUCT TO THE TRUNK DUCT SHALL BE OF THE 45' LEAD-IN TYPE PER THE LATEST OF SMACNA STANDARDS AND SHALL HAVE AN OPPOSED BLADE VOLUME DAMPER, SQUARE -TO -ROUND TRANSITION AND SHALL HAVE THE SAME FREE AREA AS THE SPECIFIED FLEX DUCT. FLEX DUCT SHALL BE THE PRODUCT OF AN ESTABLISHED MANUFACTURER OF SUCH PRODUCTS AND EQUIVALENT TO CERTAINTEED MODEL G-25, WIREMOLD WGC, OR PPG GOSSFLEX. 12.4 DUCT INSULATION ALL SUPPLY AND RETURN AIR DUCTWORK (EXCEPT FLEXIBLE DUCTS) SHALL BE INSULATED (R-6) EXTERNALLY UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. EXTER- NAL DUCT INSULATION (DUCT WRAP) SHALL BE 2" THICK FIBERGLASS DUCT WRAP WITH VINYL OR FSK FACING. DUCT WRAP SHALL HAVE A K-FACTOR OF .28 AT 757 MEAN AND A DENSITY OF .75 LB./C.F. ALL DUCT INSULATION SHALL BE UL LABELED FOR FIRE AND SMOKE RATINGS. DUCT INSULATION SHALL BE EQUAL TO PRODUCTS MANUFAC- TURED BY CERTAINTEED AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. NOTE: ALL RESTAURANT DUCTWORK SHALL BE EXTERNALLY INSULATED - NO INTERNAL INSULATION ALLOWED. 12.5 PIPING AND FITTINGS CONDENSATE DRAIN PIPING SHALL BE TYPE L COPPER WITH SOLDERED JOINTS AND WROUGHT COPPER FITTINGS. EQUIPMENT HVAC EQUIPMENT SHALL BE AS SCHEDULED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. EQUIVALENT EQUIPMENT AND/OR COMPONENTS THEREOF MAY BE SUBSTITUTED FOR SPECIFIED EQUIPMENT ONLY AS APPROVED BY THE OWNER AND/OR THE PROJECT ENGINEER. EXECUTION 14.1 GENERAL ACCESSIBILITY - ALL EQUIPMENT SHALL BE INSTALLED IN SUCH A MANNER THAT ALL COMPONENTS REQUIRING ACC- ESS ARE LOCATED AND INSTALLED THAT THEY MAY BE SER- VICED, RESET, REPLACED, OR RECALIBRATED, ETC., BY SER- VICE PEOPLE WITH NORMAL SERVICE TOOLS AND EQUIPMENT. WORK BY OTHER TRADES - FOR THE WORK REQUIRED BY OTHER TRADES FOR CHANGES MADE BY THIS CONTRACTOR IN TYPE OR SIZE OF EQUIPMENT PURCHASED, ANY CUTTING, PATCHING, FURRING, PAINTING, ELECTRICAL OR PLUMBING WORK SHALL BE DONE BY THE AFFECTED TRADE AT THIS CONTRACTOR'S EXPENSE. WORK NOT INCLUDED - POWER WIRING, INCLUDING FINAL CONNECTIONS, IS BY THE ELECTRICAL CONTRACTOR. THE FURNISH THE STARTING EQUIPMENT TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION. CONTROL WIRING, INCLUD- ING 115V FROM POWER SOURCE, CONDUIT AND SWITCHES SHALL BE FURNISHED BY THE MECHNICAL CONTRACTOR. CONTROL DEVICES, THERMOSTATS, INTERLOCKS, ETC. SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. WIRING DIAGRAMS AND INSTALLATION INSTRUCTIONS SHALL BE FURNISHED TO THE OWNER UPON PROJECT COMPLETION. EARLY START-UP - THIS CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL EQUIPMENT IS CONNECTED WITH ELECTRICAL POWER AS EARLY AS POSSIBLE SO THAT BALANCING AND TESTING CAN BEGIN AT THE EARLIEST DATE AVAILABLE. CLEANING AND PAINTING - THOROUGHLY CLEAN ALL EQUIP- MENT AND REMOVE ALL TRASH, CARTONS, ETC., FROM THE WORK AREA. MAKE ANY NECESSARY CORRECTIONS OR REPAIR/ REPLACE ANY DAMAGED MATERIALS OR EQUIPMENT. LEAVE THE ENTIRE LEASE SPACE IN A THOROUGHLY CLEAN AND ORDERLY MANNER. ANY FINISHED SURFACES THAT HAVE BEEN SCRATCHED OR DISCOLORED SHALL BE TOUCHED UP OR REPAINTED TO MATCH THE ORIGINAL COLOR. IF ANY PART HAS BEEN BENT , BROKEN OR OTHERWISE DAMAGED, IT SHALL BE REPLACED PRIOR TO PROJECT CLOSEOUT. ALL METAL ITEMS INSIDE THE BUILDING SUBJECT TO RUSTING, AND ALL FERROUS METAL EXPOSED TO THE WEATHER SHALL BE GIVEN ONE COAT OF RUST PREVENTIVE PRIMER AS SOON AS INSTALLED. 14.2 EQUIPMENT INSTALLATION ALL EQUIPMENT AND RELATED PIPING, DUCTWORK, CONTROL WIRING AND ACCESSORIES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES AND, IF INSTALLED WITHIN THE BUILDING ENVELOPE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE MAXIMUM AMOUNT OF HEADROOM. EQUIPMENT THAT REQUIRES ROUTINE MAINTEN- ANCE SUCH AS FILTER REPLACEMENT SHALL BE INSTALLED AND ARRANGED TO BE ACCESSIBLE. PROVIDE ACCESS PANEL(S) AS REQUIRED AND/OR AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. ALL EQUIPMENT SHALL BE INSTALLED WITH THE REQUIRED CLEARANCES AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER OR AS REQUIRED BY GOVERNING CODES, WHICHEVER IS GREATER. 14.3 DUCTWORK LOW PRESSURE DUCTWORK AND FITTINGS SHALL BE MADE TIGHT FOR MINIMUM AIR LEAKAGE. DUCT TAPE SHALL NOT BE USED TO SEAL JOINTS, TO MAKE TRANSITIONS OR FOR ANY OTHER REASON ON THE OUTSIDE OF WRAPPED INSULATION. INSTALL DUCTWORK AS HIGH AS POSSIBLE. PROVIDE TURNING VANES AT ALL CHANGES IN DIRECTION. PROVIDE VANED TEES AT BRANCH CONNECTIONS SERVING SERVING MORE THAN ONE DIFFUSER. PROVIDE VOLUME CONTROL DAMPERS AND BALANCING DE- VICES AS REQUIRED TO DISTRIBUTE THE AIR AND AS INDI- CATED ON THE DRAWINGS. NOTE: DUCT DIMENSIONS INDICATED ON THE DRAWINGS ARE INSIDE CLEAR, OR "FREE AREA" DIMENSIONS. CONTRACTOR SHALL MAKE ALLOWANCE FOR INTERNAL DUCT LINER (WHERE SPECIFIED) WHEN ORDERING PRE -FABRICATED DUCTWORK OR WHEN FABRICATING DUCTS IN THE FIELD. 14.4 FLEXIBLE DUCTWORK DUCTWORK SHALL BE LIMITED IN LENGTH TO THAT NECESS- ARY TO MAKE CONNECTIONS BETWEEN TRUNK OR BRANCH DUCTS AND AIR DEVICES. FLEX DUCT LENGTH SHALL NOT EXCEED W-0". ALL FLEX DUCT SHALL BE FULLY STRETCHED OUT TO RE- DUCE AIR RESISTANCE. CONNEC11ONS TO FITTINGS OR AIR DEVICES SHALL BE MADE WITH TWO (2) STAINLESS STEEL BANDS. THE INNER LINER SHALL BE CLAMPED TIGHT WITH THE FIRST BAND, THEN THE INSULATION AND VAPOR -PROOF JACKET PULLED TO BE TIGHT AGAINST THE DUCT FITTING OR AIR DEVICE AND SECURED WITH THE SECOND BAND. INSTALLATION SHALL BE AS RE- COMMENDED BY THE DUCT MANUFACTURER AND SMACNA. SUPPORT THE FLEXIBLE DUCT WITH ADEQUATE HANGERS TO RELIEVE STRAIN ON ANY FITTING. UNNECESSARY BENDS, SAGS, TWISTS, ETC., WILL NOT BE ALLOWED. 14.5 DUCT INSULATION ALL DUCTWORK DESIGNATED TO RECEIVE DUCT LINER SHALL BE COMPLETELY COVERED WITH LINER. TRAVERSE JOINTS SHALL BE NEATLY BUTTED AND THERE SHALL BE NO INTER- RUPTIONS OR GAPS. DUCT LINER SHALL BE CUT AS REQUIRED TO ENSURE OVER- LAPPED AND COMPRESSED LONGITUDINAL CORNER JOINTS. FASTENERS SHALL START WITHIN 3" OF THE UPSTREAM TRAVERSE EDGES OF THE LINER AND 3" FROM THE LONG- ITUDINAL JOINTS AND SHALL BE SPACED AT A MAXIMUM OF 12" o.c. AROUND THE PERIMETER OF THE DUCT. ELSE- WHERE THEY SHALL BE SPACED AT A MAXIMUM OF 18" o.c., EXCEPT THAT THEY SHALL BE PLACED NOT MORE THAN 6" FROM A LONGITUDINAL JOINT OF THE LINER OR 12" FROM A CORNER BREAK. DUCT WRAP SHALL BE INSTALLED IN A NEAT AND COMPE- TENT MANNER WITH ALL EDGES NEATLY COVERED WITH AN APPROVED METALLIC DUCT TAPE TO VAPOR -PROOF THE ENTIRE DUCT. LAPS AND JOINTS SHALL BE SECURED WITH INSULATION STAPLES AND THEN COVERED WITH APPROVED TAPE. 14.6 AIR DEVICES INSTALL ALL GRILLES AND DIFFUSERS TO BE FLUSH WITH THE PENETRATED SURFACE AND LEVEL OR STRAIGHT WITH WITH SURROUNDING FEATURES. ALL CEILING MOUNTED AIR DEVICES SHALL BE LOCATED IN THE CEILING TILE INDICA- TED ON THE DRAWINGS. SUPPORT CEILING MOUNTED GRIL- LES AND DIFFUSERS AT THE PROPER HEIGHT TO HOLD IT SNUG AGAINST THE CEILING. 15. INSTALL ROOF MOUNTED EQUIPMENT SUPPORT RAILS OR ROOF CURB AS REQUIRED FOR THE JOB CONDITIONS AND AS RECOM- MENDED BY THE MANUFACTURER FOR THE INSTALLATION OF ROOF MOUNTED EQUIPMENT. THE EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT IS SUBJECT TO SITE CONDITIONS AND THE APPROVAL OF THE GENERAL CONTRACTOR. COORDINATE THE ENTIRE INSTALLATION WITH THE GENERAL CONTRACTOR AND OTHER TRADES. CONTRACTOR SHALL PROVIDE A TEMPORARY PLYWOOD WORK PLATFORM THAT COMPLETELY SURROUNDS THE AREA WHERE NEW ROOF MOUNTED EQUIPMENT AND/OR DUCTS ARE TO BE INSTALLED. THE ENTIRE WORK AREA SHALL REMAIN ON THE ROOF DURING THE ENTIRE PERIOD OF INSTALLATION AND SHALL BE REMOVED FROM THE ROOF AND THE SITE BY THIS CONTRACTOR UPON COMPLETION OF THE INSTALLATION. ALL ROOF PENETRATIONS FOR POWER AND CONTROL WIRING CON- DUITS AND GAS, CONDENSATE, OR REFRIGERANT PIPING SHALL BE MADE WITH WATERPROOF PIPE SLEEVES. 16. THIS CONTRACTOR SHALL ENGAGE THE SERVICES OF AN AABC OR NEBB CERTIFIED AIR BALANCE CONTRACTOR TO ADJUST AND COMPLETELY BALANCE THE INSTALLED SYSTEM(S) TO THE DESIGN AIR QUANTITIES. CONTRACTOR SHALL PROVIDE THE OWNER AND THE ARCHITECT A COPY OF THE CERTIFIED AIR BALANCE REPORT SHOWING DESIGN AND MEASURED AIR QUANTITIES, STATIC PRESSURES, FAN MOTOR RPM AND MOTOR CURRENT. DEVIATION BETWEEN DESIGN AND MEASURED QUANTITIES SHALL NOT BE GREATER THAN 1OX 17. ALL MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. FOR THE SAME PERIOD, THIS CONTRACTOR SHALL BE RESPON- SIBLE FOR ANY DAMAGE CAUSED TO THE PREMISES BY DEFECTS IN HIS WORKMANSHIP OR WORK AND/OR EQUIPMENT INSTALLED BY OTHERS UNDER HIS CONTRACT. 18. TESTING AND ADJUSTING CONTRACTOR SHALL DEMONSTRATE OPERATION OF SYSTEM TO FULL SATISFACTION OF TENANT, SHALL BALANCE AIR FLOW IN ACCORDANCE WITH AIR QUANTITIES ON DRAWINGS AND SHALL RECORD VOLUME READINGS IN ACCORDANCE WITH ASHRAE AND PROVIDE SAME TO TENANT. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS. B. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD -DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING CODE. 19. ALL AIR HANDLING UNITS SHALL BE EQUIPPED WITH APRILAIRE MODEL 8534 THERMOSTAT CAPABLE OF BEING ADJUSTED TO 55•F HEATING AND 85'F COOLING. DESIGN AND STANDARD CONDITIONS FOR THERMOSTAT OPERATION SHALL BE AS FOLLOWS: COOLING: 75'F MAXIMUM OCCUPIED COOLING TEMPERATURE 85'F COOLING NIGHT SETBACK. HEATING: 70'F MAXIMUM OCCUPIED HEATING TEMPERATURE 607 HEATING NIGHT SETBACK. FAN: CONTINUOUS IN OCCUPIED AND RECOVERY MODE AND WITH HEATING OR COOLING EQUIPMENT IN UNOCCUPIED MODE. DEADBAND: CAPABLE OF MAINTAINING A 5'F DEADBAND. CLOCK: 7 DAY CAPABLE OF 7 DIFFERENT DAY SCHEDULES. OVERNIGHT: HAVE A 2 HOUR OVERRIDE ACCESSIBLE TO MANAGER. BACKUP: CAPABLE OF MAINTAINING PROGRAMMED SETTING FOR AT LEAST 10 HOURS WITHOUT POWER. 20. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS -EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 21. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT. 1 /2' FOR COMPANY BAKERY CAFES, THE GC IS RESPONSIBLE FOR SCHEDULING AND PROVIDING A TEST AND BALANCE REPORT TO PANERA REPRESENTATIVE PRIOR TO TURNOVER. CONTACT INFORMATION FOR ORDERING THE TEST. MELINK CORPORATION P: (513) 965-7326 F: (513) 965-7350 www.melinkcorp.com 11/2" WASHER' SPRINKLER SPECIFICATIONS (WHEN REQUIRED) THE EXISTING SPRINKLER GRID SYSTEM SHALL BE REUSED AND MODIFIED TO ACCOMMODATE NEW PARTITION LOCATIONS AND NEW ELEMENTS OF THE REFLECTED CEILING PLAN. THE WORK CONSISTS OF FURNISHING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT SERVICES AND SUPERVISION REQUIRED TO INSTALL, TEST AND PLACE IN SERVICE A COMPLETE FIRE PROTECTION SYSTEM IN STRICT ACCORDANCE WITH THIS SPECIFICATION AND APPLICABLE DRAWINGS. NEW SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), INDUSTRIAL RISK INSURANCE (IRI), LANDLORD'S INSURANCE UNDERWRITER (IF APPLICABLE) AND THE LOCAL AUTHORITIES HAVING JURISDICTION. TESTING OF SPRINKLER SYSTEM SHALL BE ACCORDING TO LOCAL CODES AND MUST BE WITNESSED BY OWNER'S REPRESENTATIVE AND/OR REPRESENTATIVE OF LOCAL FIRE MARSHAL'S OFFICE. 2. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS, PRIOR TO SUBMITTING A BID. 3. SYSTEM SHALL BE HYDRAULICALLY VERIFIED BASED ON THE FOLLOWING COVERAGE, SUBJECT TO THE APPROVAL OF DESIGN BY OWNER'S INSURANCE UNDERWRITER AND LOCAL CODES. COVERAGE SHALL BE BASED ON NET LEASED SPACE. MINIMUM DENSITY. 0.19 GPM/SF OVER MOST REMOTE 3000 SF MAXIMUM COVERAGE/HEAD: 130 SF MINIMUM COVERAGE/HEAD: 90 SF MINIMUM OPERATING PRESSURE FOR ANY SPRINKLER SHALL NOT BE LESS THAN 7 PSI; MAXIMUM DISCHARGE PRESSURE USED AT STARTING POINT SHALL NOT EXCEED 60 PSI. 4. CONTRACTOR SHALL PREPARE DRAWINGS TO LOCATE HEADS SHOWN ON PLAN AND SHALL BE RESPONSIBLE FOR THE COST OF ALL PERMITS AND FEES. 5. SPRINKLER MAINS AND BRANCHES PIPING MATERIAL- BLACK STEEL, SCHEDULE 40 OR LIGHTWEIGHT SPRINKLER PIPE, SCHEDULE 10, ASTM A 135 (IF ALLOWED BY LOCAL AUTHORITIES) FITTINGS: THREADED, CLASS 175. MECHANICAL COUPLINGS AND TEES OF A ROLLED GROOVED TYPE WILL BE ACCEPTED (IN LIEU OF THREADED) IF BOTH U.L AND FIRE MARSHAL LISTED AND APPROVED. 1.RIC111w_i1NP►F ALL SPRINKLER PIPING SHALL BE CONCEALED UNLESS OTHERWISE INDICATED. ALL PIPING SHALL BE LOCATED TO AVOID INTERFERENCE WITH ALL OTHER ELEMENTS ABOVE CEILINGS, ETC. SUPPORT ALL HORIZONTAL PIPING AT NOT GREATER THAN 10 FOOT INTERVALS, EXCEPT PIPES OF SIZE 1-1/2" AND LARGER WHICH SHALL BE SUPPORTED AT NOT GREATER THAN 15 FOOT INTERVALS, WITH APPROVED SWIVEL SPLIT RING HANGERS WITH ROD SUPPORTS AND SWAY BRACES AT EVERY THIRD HANGER. ALL SPRINKLER PIPING SHALL BE INSTALLED SO THAT IT CAN BE THOROUGHLY DRAINED, AND WHERE PRACTICAL, ARRANGED TO DRAIN TO THE MAIN VALVE. SPRINKLER HEADS ALL SPRINKLER HEADS IN AREAS WITH FINISHED DRYWALL CEILINGS SHALL BE CONCEALED TYPE, 165 DEG RATED, MATTE WHITE MODEL G1 AS MANUFACTURED BY RELIABLE AUTOMATIC SPRINKLER CO., INC OR APPROVED EQUAL. SPRINKLER HEADS IN AREAS WITH LAY -IN CEILINGS SHALL BE SEMI -RECESSED TYPE, 165 DEG RATED, CHROME PLATED HEAD WITH ESCUTCHEON COLOR TO MATCH CEILING COLOR, MODEL G AS MANUFACTURED BY RELIABLE AUTOMATIC SPRINKLER CO., INC OR APPROVED EQUAL ALL SPRINKLER HEADS TO BE CENTERED IN TILE. SPRINKLER HEADS IN AREA OF NO CEILING SHALL BE MODEL G CHROME PLATED UPRIGHT AS MANUFACTURED BY RELIABLE AUTOMATIC SPRINKLER CO., INC. OR APPROVED EQUAL. ALL SPRINKLER HEADS SHALL BE 1/2" ORIFICE, RATED AT 165 DEGREES WITH A 'K-FACTOR' OF 5.65 UNLESS OTHERWISE NOTED. SPRINKLER HEADS LOCATED LESS THAN 5' FROM OVEN HOOD (MIN. 18" FROM HOOD INSTALLATION CLEARANCE REQUIRED) SHALL BE HIGH TEMPERATURE HEADS 1/2" ORIFICE, WITH A 'K-FACTOR' OF 5.65, RATED AT 250-300 DEG. ALL SPRINKLER HEADS THAT ARE TO REMAIN AND BE REUSED SHALL BE PROTECTED DURING CONSTRUCTION AND CLEANED THOROUGHLY TO INSURE THAT THEY ARE CLEAR OF PAINT AND DEBRIS AND ARE IN GOOD WORKING CONDITION PRIOR TO PROJECT CLOSEOUT. 7. UPON COMPLETION OF THE SYSTEM, THE INSTALLATION CONTRACTOR SHALL PROVIDE A MATERIAL TEST AND CLARIFICATION FORM TO THE BUILDING DEPARTMENT, THE FIRE MARSHALL, OWNER'S CONSTRUCTION COORDINATOR AND OWNER'S INSURANCE CARRIER (IF REQUIRED) CERTIFYING SATISFACTORY COMPLETION OF THE SPRINKLER SYSTEM INSTALLATION IN ACCORDANCE WITH APPROVED PLANS, CODES, PROCEDURES AND SPECIFICATIONS. T RTU I CONNECTION OUTDOOR AIR INTAKE _ _ _ _ _J RETURN DUCT -SMOKE DETECTOR THERPROOF DISCONNECT CONDENSATE DRAIN - PROVIDE DEEP SEAL TRAP AND VENT TO NEAREST ROOF DRAIN I ROOF SUPPLY DUCT I; \ II SUPPLY DUCT ROOFTOP UNIT SECTION SCALE: NTS METAL ROOF DECK - J = 3/8" BOLT ........................ 2 3/8" BOLTS SPACED EQUALLY ON LONG SIDE OF ROOF TOP UNIT 1 3/8" BOLT SPACED IN THE MIDDLE FOR THE SHORT SIDE OF ROOF TOP UNIT RTU HURRICANE STRAPPING DETAIL SCALE: NTS 7 S TREATED WOOD NAILER PRE-FAB ROOF CURB FURNISHED WITH UNIT -EDGE OF ROOF TOP UNIT I OOFING COUNTER FLASHING EXTENDED UNDER METAL FLASHING CANT STRIP - TAPER /-- BUILT-UP ROOFING FRAMING ANGLE AT ROOF OPENING ROOF CURB DETAIL SCALE: NTS WATER HEATER DROP-1 DRAFT BUST SAFETY DISC. SW. BIRD SCREEN ALL AROUND INTERNAL WIRING POST ROOF DUCT FLANGE FLEXIBLE CONN. ROOF MOUNTED EXHAUST FAN DETAIL SCALE: NTS 4' PVC PIPE SIZE PER MANUFACTURER'S RECOMMENDATIONS PVC PIPE CLAMPA SHEET METAL SCREWS & SEAL WITH CAULK BRANCH DUCT, SEE PLANS FOR SIZE. CLEVEAFLEX TYPE DSC DAMPER SPIN COLLAR. MAIN DUCT AIR FLOW DUCT TAKEOFF DETAIL SCALE: NITS A'-n" LAW "VC PIPE WH PLAN CLEARANCE DIRECT VENT WATER HEATER VENTILATION DETAIL SCALE: NTS 1" x 22 GAUGE BAND FLEXIBLE DUCT,SEE PLANS FOR SIZE. (5' MAX.) MINIMUM RADIUS EQUAL TO ONE DUCT DIAMETER. #12 WIRE CEILING DIFFUSER SEE PLANS AND SCHEDULE. NOTE: DUCT INSULATION SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN 25 AND A SMOKE CONNECT FLEXIBLE DUCT IDEVELOPED RATING OF NOT TO COLLAR WITH 22 (GREATER THAN 50. GUAGE CLAMP AND FOUR SHEET METAL SCREWS AND SEAL WITH DUCT TAPE NOTE: FLEXIBLE DUCT AND CONNECTORS SHALL BE CEILING UL 181 LISTED. DIFFUSER INSTALLATION DETAIL SCALE: NTS BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 M� W z_ _j z z 6E W W ml a: r 4 ,rle u. �, 0 ►-- v • 4c w ul) M M Q cM 0) Cl_j J W W Q w Z N = Q Q � UtiN Imo PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. LanceWillis CPM: Pete Ott SHEET NO: M-4,1 MECHANICAL DETAILS AND SPECIFICATIONS MOUNT COPPER CONDENSATE DRAIN PIPING TO THE BACK OF THE DECK OVEN. KEEP INDEPENDENT OF THE FLOOR DRAIN SO OVEN CAN BE MOVED FOR MAINTENANCE. SCHEDULE: ROUGH -IN SYMBOLS NUMERICAL SYMBOL CORRESPONDS TO EQUIPMENT URINAL (ADA): ® IDENTIFICATION NUMBER. SEE EQUIPMENT PLAN, OC — 2" WASTE AT 12 1/2" A.F.F. SHEET EQ2.1 AND SCHEDULE SHEET EQ4.1. — WATER CLOSET (ADA): ® FLOOR DRAIN AO — 4" WASTE OFFSET 10" FROM FACE OF FINISHED 0 HUB DRAIN WALL BEHIND FIXTURE. WATER CLOSET: A.1 — 4" WASTE OFFSET 10" FROM FACE OF FINISHED WALL BEHIND FIXTURE. LAVATORY: BO — 2" WASTE AT 20-1 /8" A.F.F. FLOOR SINK o WASTE CONNECTION — SEE PLAN FOR SIZE & HEIGHT NOTE: REFER TO ARCHITECTURAL FLOOR PLAN FOR ALL INTERIOR PARTITION LOCATIONS * ROUGH —INS ARE BASED ON FIXTURES SHOWN IN SCHEDULE ON SHEET P-2.3. CONTRACTOR TO VERIFY REQUIREMENTS FOR ANY SUBSTITUTION PRIOR TO INSTALLATION. A C N SANITARY ROUGH -IN PLAN SCALE: 1 /4" = 1'-0" N 2,-0" 8" BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 m w� W w O W z _j LL z W m a O W 1=111 1 ir ,.� R .. ti LL O A -�� co ®: i- W CY) M M 0 LL r J m J J W W a Z N Q a. Q U ti a N PERMIT/BID SET ISSUED 10.17.12 ......................... ................ .._..................... .....- ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis 11 CPM: Pete Ott SHEET NO: P-2. 1 SANITARY ROUGH -IN PLAN & SPECIFICATIONS ° I GENERAL NOTES 1. PLUMBING CONTRACTOR SHALL VERIFY WITH THE LOCAL HEALTH DEPARTMENT AND/OR WATER COMPANY AS TO THE METER AND VALUING ARRANGEMENTS OF THE DOMESTIC WATER SERVICE WHICH ENTERS THE BUILDING. IF A BACKFLOW PREVENTER AND/OR PRESSURE REDUCING VALVE IS REQUIRED, THE PLUMBER SHALL FURNISH AND INSTALL SAME PER LOCAL AND STATE REQUIREMENTS. CONTRACTOR SHALL VERIFY WATER SERVICE (NEW OR EXISTING) IS CAPABLE OF PROVIDING A MAXIMUM OF 75 G.P.M. AT A MINIMUM OF 50 P.S.I. DOWNSTREAM OF METERING AND VALUING. IN THE EVENT THAT THE SERVICE CANNOT PROVIDE ADEQUATE VOLUME/PRESSURE THE CONTRACTOR SHALL CONTACT THE OWNERS REPRESENTATIVE PRIOR TO COMMENCING ANY WORK. 2. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL STOP VALVES AT FINISHED WALL SURFACE. 3. ALL PIPING SHOWN ON THIS PLAN IS CONCEALED ABOVE THE LAY —IN CEILING, BELOW THE FLOOR AND IN WALLS. EXPOSE PIPING IN SPACE ONLY AT EQUIPMENT AND FIXTURES. 4. SEE ARCHITECTURAL PLANS FOR FINAL EQUIPMENT LOCATIONS. COORDINATE WITH EQUIPMENT SUPPLIER AND THE GENERAL CONTRACTOR FOR FINAL WALL LOCATIONS. 5. PROVIDE WATER CONNECTIONS AS REQUIRED, ANGLE STOP AND ESCUTCHEON PLATE FOR ALL FINAL WATER CONNECTIONS. 6. PROVIDE WATTS 9DM3—S BACK FLOW PREVENTER FOR TEA BREWER, COFFEE MAKER, AND SOUP RETHERMALIZER. ICE MACHINE PROVIDED WITH INTERNAL AIR GAP. PROVIDE WATTS 9DM2—S BACK FLOW PREVENTER FOR OVEN, PROOFER, AND MOP SINK FAUCET. PROVIDE WATTS SD-3 STAINLESS STEEL BACK FLOW PREVENTER FOR CARBONATOR. PROVIDE APPROPRIATE BACK FLOW PREVENTER AT OTHER EQUIPMENT AS REQUIRED BY CODE, 7. FURNISH BURST PROOF BRAIDED FLEXIBLE CONNECTORS FOR FINAL CONN— ECTIONS TO SINKS AND OTHER EQUIPMENT. 8. FURNISH TUBING AND FITTINGS, AS REQUIRED, FOR ALL FINAL CONNECTIONS. 9. THE OVEN REQUIRES A MINIMUM 45 P.S.I. WATER PRESSURE AT CONNECTION TO PROPERLY FUNCTION. CONTRACTOR SHALL TEST THE WATER PRESSURE DOWNSTREAM OF THE WATER FILTER (WITH THE OVEN RUNNING) TO INSURE PROPER PRESSURE. IF PRESSURE IS INADEQUATE, INSTALL PRESSURE BOOSTER IN WATER LINE TO PROVIDE ADEQUATE PRESSURE. CONTACT ENGINEER FOR MORE INFORMATION. SEE WATER FILTER DIAGRAM ON SHEET P4.1. 10. PROVIDE PRESSURE REGULATORS AS REQUIRED BY LOCAL CODE ON ALL GAS APPLIANCES. 11. PROVIDE AIR CHAMBER TYPE WATER HAMMER ARRESTORS OR ACCEPTABLE FACTORY MANUFACTURED SUBSTITUTES AT ALL WATER ROUGH —IN LOCATIONS. 12. REFER TO THE GENERAL CONDITIONS ON SHEET G—SL FOR FIRE STOPPING REQUIREMENTS. KEYED NOTES: Oj MAKE CONNECTION TO NEW 2 1/2" NATURAL GAS SERVICE STUBBED WITHIN PREMISES BY LANDLORD. LANDLORD TO PROVIDE METER AND ANY REQUIRED VALVING. VERIFY THAT SERVICE IS ADEQUATE TO SUPPLY 954 MBH. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL CODES. CONTRACTOR TO FIELD VERIFY ALL REQUIREMENTS PRIOR TO BID. BID SHALL INCLUDE ALL WORK FOR A FULLY OPERATIONAL SYSTEM. ALL GAS PIPE SIZES SHOWN FOR LOW PRESSURE (LESS THAT 2LBS). O2 CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER HARDNESS. IF RESULT IS BELOW THE MAXIMUM REQUIREMENTS FOR THE KITCHEN EQUIPMENT, CONTRACTOR IS TO FURNISH AND INSTALL WATER SOFTENER AS INDICATED AND SPECIFIED. SEE DETAIL 3/P4.1. IF RESULT IS ABOVE MAXIMUM REQUIREMENTS FOR THE KITCHEN EQUIPMENT, CONTRACTOR IS TO FURNISH AND INSTALL ALTERNATE WATER SOFTENER AND MODIFY PIPING AS INDICATED ON DETAIL 4/P4.1. O3 NG CONNECTION TO OVEN (300 MBH). SEE OVEN DETAIL ON SHEET M4.1. 4O NG CONNECTION TO NEW ROOF TOP UNITS (RTU-1 (65 MBH), RTU-2,-3,-4 (130 MBH EACH). PROVIDE DIRT LEG AND SHUT—OFF VALVE IN ACCORDANCE WITH LOCAL CODE. 5 NG CONNECTION TO WATER HEATER (199.9 MBH). SEE DETAIL ON SHEET P4.1. 6 MAKE CONNECTION TO 2" WATER LINE VALVED AND CAPPED IN PREMISES BY LANDLORD. VERIFY SERVICE IS ADEQUATE TO SUPPLY 45 PSI AFTER METER AND BACKFLOW PREVENTER. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL CODES. CONTRACTOR SHALL FIELD VERIFY REQUIREMENTS PRIOR TO BID. BID SHALL INCLUDE ALL WORK NECESSARY FOR A FULLY OPERATIONAL SYSTEM. O7 PROVIDE AND INSTALL TANK TYPE WATER HEATER AS SCHEDULED ON SHEET P2.3. INSTALL WATER HEATER PER DETAIL ON SHEET P4.1. MIXING VALVE FOR HOT AND COLD WATER SHALL BE "SYMMONS" SERIES 5-700 (OR EQUAL) THERMOSTATIC WATER CONTROLLER WITH VACUUM BREAKER AND THERMOMETERS. WATER HEATER TO BE INSTALLED WITH EXHAUST PIPE PRE —POSITIONED FOR SERVICE ACCESS. VERIFY POSITIONING WITH PANERA BREAD CONSTRUCTION MANAGER. OINSTALL COLD WATER FILTRATION SYSTEM — SEE DETAIL ON SHEET P4.1. SEE EQUIPMENT PLAN SCHEDULE FOR MORE INFORMATION. LINE TYPES: — — NATURAL GAS PIPING — COLD WATER PIPING (CW) — sw sw sw Sw — SOFTENED COLD WATER PIPING (SW) — — — — — — — DRINK FILTERED COLD WATER PIPING (DFCW) — — — — — — — FILTERED COLD WATER PIPING (FCW) — — — — — — — — 110 DEG HOT WATER PIPING (THW) — — — — — — — — — 140 DEG HOT WATER PIPING (HW) — — — — — — HOT WATER RETURN PIPING HWR — — — — — — — — — — — UNDER SLAB WATER PIPING EXISTING PIPING SHOWN IN A LIGHTER SHADE. GAS LINE CALC. EQUIPMENT TAG MBH DISTANCE TO METER GAS LINE CONNECTION SIZE WH 199 116' 11/4" OVEN 300 124' 11/2" RTU-1 130 131' 1" RTU-2 65 152' 11/4" RTU-3 130 114' 11/411 RTU-4 130 99' 11/4 " TOTAL MBH 954 GAS PIPING SIZED PER TABLE 402.4(1) OF THE 2010 FLORIDA FUEL CODE LI......... .... .... ..I,.:x,.:x.,.: x., € 3 33 i Q iE <.... ..... .............................................................. 3 t , i i 3 t ...................... ..................... :::::•t., r r _l " — , € { { � Nc —•— r1c `^ NG He Nc NG �. I............. ........ WNG UP TO 1 1 —4 ON ROOF WATER HEATER i-r—� V, 'Gi j..........?s ,F, • .€. ti31a3 `>: .: . _ f. NEW SUB WATER METER WITH 11_..:. ••' ; 2 E 5 I REMOTE READER I.. ` _ � a . 8 56 N — i C i •s i € •I I ` � � €I .I „µ '. 7 i" FPHB ^i i .. I I Nc — NG TT I BALANCE I I I 1 : I I E ,. (1,,1II ................1...s......`........I......... I1 III ii .Ii�}I IrI • II 1 2 RPZ VALVE 7 12 1 11 13B 68 ..8B1 ....3 .. :::::::::::.::::::......:: :::::::::::::::::::::::.... ......._.......................::::........... ... .a ......L ..........Fri ... .............. ....... ...... e ..... €. I 1 ...!.- T. _ __,_ __ ______.. _ ___ ............ .(.., 3; _ •— '. i, `'3., ('�',''.4i .;.. .3 I I ... , .....i•t :..:;�'�--j—�...... .............................. 1III k.... .... ..._._ ... ...i. �, ! ;"Z; .:��., ll s, i d } _ I is t I� I s, 3 ....... ..... ... •—; r' { �: ......................... __ 1 ::••::::.::.. 1 3:: ..... .: r� ►_ ' ............... ................... . _ �y ,/92 i..................... .................I.............................. DOMESTIC WATER & GAS PLUMBING SCALE: 1 /4" = V-0" PLAN O1 1/4"NG UP TO 4 RTU-3 ON ROOFit III 61f\`I i ii.. i i E 1..... k. .I I IIII ........ : ...... (4031 u I 3 — Y 54 1 • 9 ....... .... 0,O 1 NG UP RTU-1 ON ROOF i 3. �.i ?.................... ........... 3� � I l � ( I l i I 1 1/4-NO UP TO O RTU-2 ON ROOF s 6 8C 54 3 j i_ r f 3 iE1 :f f_ } I i ... " i f s.. _ �O 0 BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W a� w w 0 z JLL z W W IL o W Q J � 0 7 LW r _ I� 0 W �. VI ell ,�. LL— a r ©Co O ••J p" to w� w W M o -j m (D > U) r m J J J = 0 Z L.L _ N a N PERMIT/BID SET ISSUED 10.17.12 .......................... ............................................... _...._........... ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott .............. --- SHEET NO: P-2.4 DOMESTIC WATER & GAS PLUMBING PLAN G LINE TYPES: — m m — NATURAL GAS PIPING (NG) COLD WATER PIPING (CW) —�+ �►— SOFTENED COLD WATER PIPING (SW) — — — — — — — DRINK FILTERED COLD WATER PIPING (DFCW) — — — — — — — FILTERED COLD WATER PIPING (FCW) — — — — — — — — 110 DEG HOT WATER PIPING (TW) — — — — — — — — — 140 DEG HOT WATER PIPING (HW) — — — — — — HOT WATER RETURN PIPING (HWR) — — — — — — — — — — — UNDER SLAB WATER PIPING _G 1, 1 GREASE WASTE PIPING (GW) ASS SANITARY SEWER PIPING (SS) ------ ---- VENT PIPING KEYED NOTES: OMAKE CONNECTION TO 4" SANITARY LINE STUBBED INTO PREMISES BY LANDLORD. FIELD VERIFY EXACT LOCATION AND INVERT ELEVATION OF POINT OF CONNECTION PRIOR TO COMMENCING WORK. O2 EXTEND INDIRECT WASTE TO RECEPTACLE. FIELD VERIFY EXACT ROUTING OF PIPING. O3 EXTEND DRAIN LINES FROM FREEZER, COOLER, OVEN, AND PROOFER TO FLOOR DRAIN LOCATED NEARBY. FIELD VERIFY EXACT ROUTING OF PIPING. O4 EXTEND VENTS THROUGH ROOF SUCH THAT MINIMUM 10' CLEARANCE TO AIR IN— TAKES IS MAINTAINED. OCAST IRON PIPE SHALL BE USED FOR THE FIRST 8' OF DISCHARGE PIPING FOR SOUP RETHERMALIZER AND DISHWASHER. OMAKE CONNECTION TO 4" GREASE WASTE LINE STUBBED INTO PREMISES BY LANDLORD. FIELD VERIFY EXACT LOCATION AND INVERT ELEVATION OF POINT OF CONNECTION PRIOR TO COMMENCING WORK. OVEN 0,1 (300 MBH) 6 � 4» C A1�� 8 �w APPRO \,0 1 1/4"NG 0 7"W.C. 1 1/2"NG 0 7-W.C. \,� (130 MBH) (300 MBH) \ �a `;` NEW GAS METER 954 TOTAL � MBH FURNISHED AND INSTALLED BY LANLORD RTU-4 PPDXIM (130 MBH) J' 2 1 2"NG 0 7"W.C. vp (954 MBH) 2"NG 0 7"W.C. Alb 40 2"NG 0 7"W.C. (430 MBH) \,b (524 MBH) \ \4b 1 1 /2"NG 0 7"W.C. 1 1 /4"NG 0 7-W.C. (325 MBH) 40\ 40 (199 MBH) 40 vp WATER HEATER X40'0 I \4b vp (199 MBH) /`¢ \40 RTU-3 (130 MBH) 110 / 1 1 /4 "NG 0 7-W.C. (130 MBH) 1 1/4"NG 0 7"W.C. (195 MBH) / \ � RTU-1 � (65 MBH) vp // /vr+ 1 "NG 0 7"W.C. (65 MBH) 1 1/4"NG 0 7"W.C. NATURAL GAS ISOMETRIC DIAGRAM Cvp (130 MBH) 3 SCALE: NONE 4a\4I RTU-2 (130 MBH) IJ I I 1 1 /2"V I I » 1/2" WCO HUB DRAIN i 1 1/2"V / SI-' � SS ' ' 4" I�-1 1 /2"V Q/ 2"V GW / SS • i 1 /2" � � 48 �. \� 1/2" o • j'-- 1 /2» " 1 2\ � 44D / \ `\\ 1/2" 1/2" ' BALANCE VALVE 1 /2" 3/4" \\` J 86 000, • �\ 3/4" 1 /2" 1/2" �� 3/411 1" 1 1/2" TO AND FROM WATER HEATER 18 3/41' ' ' o 1" 1 1/4" 5C 3/4"FCW FROM / 58B 1/2" 1 1/2 5C 3/4"DFCW FROM I ^ i " 5B 1 1/2" TO AND FROM 1 /2 \\\ \ 5C 3/4 SCW DOWN TO VALVED AND CAPPED FOR I » » 2" RPZ \ 1 2CT10N B 0 �� I �2 1 2" O7B CONNE Y EC LAB I �� \�\ / SYMMONS 5-210—CK 12 I i %' ' 3/4� �` \� 2» MIXING VALVE -��ol 2 " 1/2 FCW, 1/2 HW AND ij �. '\� .� \'�' i' NEW SUB —WATER METER 1/2"CW BELOW FLOOR /��%'�i' /� �� " �� y j' 1 1/2" WITH REMOTE READER 1/2" 13B 2 THERMOSTATIC 61 40 1/2" �• " MIXING VALVE 2» / HOSE BIBBS W VACUUM BREAKERS 3B L '' 3/4" 1 /2" 11 A FOR ECOLAB EQUIPMENT 54 42C ��'�� 1/2" ol 3/4» 1 /2» J\ 2" 68 I 1 /2» 1/2» �_J 3G / 1/2" A 1» 8C 1/2" 3 1/2" C O ` 42C 54 \ \ B 1 1/2» /2" 1» L A.1 3/4" I O B psc OMESTIC WATER ISOMETRIC DIAGRAM 2 A NONE I I C�YZ"_ 11 4" c;301 1 /2"V i 1 1/2-Vi I, \ HUB DRAIN i 2"V'' i 1 1 2"V ` " GW 4" / / �'� WCO I �� t/ ` 211V 2 V,.f 2-y.e " !2"V "v SS HUB DRA Y 3" 2"V 4" �� Y FC q$ HUB DRAIN 1 1 /2"V 68 \ 2 \\\2" V I l I �2" 4" 4 1 1/2"V \ (((if�y WCO I I/ L ♦ i I I Y^' 4» ooll Y ' 3" i 3 11A 1 1 /2"V 54 SANITARY ISOMETRIC DIAGRAM SCALE: NONE BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 m W w 0 LU z J� z w W a Ow o= k 80 7 w WIN W U LL —a. e? . era c` • w � w � _ z 4`r • w. . 41 10 s° W M M W co o _j r J m Cn J W W Z Q LL Q N 64 2 U ti LU N ma PERMIT/BID SET ISSUED 10.17.12 .............................................. ............................................ _0 W ......_._... .................................... _..........._ ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott .......... _..................................... SHEET NO: P-3. 1 PLUMBING ISOMETRIC DIAGRAMS nM r mf%mm /n An T/�LJT) Hun TYPICAL GREASE INTERCEPTOR DETAIL SCALE: NONE FLOW RESTRICTOR • ffm OUTLET TO PROOFER. OVENS. ESPRESSO MACHINE, WATER OUTLET TO COFFEE, COUNTER D IN SODA do ICE BALL VALVE MACHINES WATER FILTER SYSTEM DETAIL SCALE: NONE OUTLET TO PROOFER, OVENS, ESPRESSO MACHINE, OUTLET TO COFFEE. TEA, AND �., G-nn♦ 1_ inr FRInNT (YVINTFR ALTERNATE WATER FILTER SYSTEM DETAIL MOUNT COPPER CONDENSATE PIPING TO THE BACK OF THE DECK OVEN, KEEP INDEPENDENT OF FLOOR DRAIN SO OVEN CAN BE MOVED FOR MAINTENANCE. WATER RED' A TAfI 20 TO 80 PRE 3/8" MALE OVEN CONNECTION 3/8" MALE 3/8" FEMALE 3/8" MALE 3" LONG 3/8" FLEX - STAINLESS STEEL 3-DECK OVEN WATER SUPPLY DETAIL SCALE: NONE SYMMONS MODEL 5-140 THERMOSTATIC MIXING VALVE, 1" INLETS AND 1" OUTLETS (ASSE 1070 COMPLIANT), WITH VACUUM BREAKER T&P RELIEF VALVE TO BE (�D PIPED FULL SIZE TO MOP BASIN NEXT TO WATER HEATER MOUNT WATER HEATER SO DIGITAL READ OUT (ON FRONT OF UNIT) IS EASILY VISIBLE AND WITH CONDENSATE DRAIN (AT EXHAUST ELBOW ON REAR OF UNIT) READILY ACCESSIBLE. SEE MANUFACTURERS LATEST INSTALLATION INSTRUCTIONS. WATER HEATER o GATE VALVE. 90 � STRAINER IN —LINE PUMP }� ] I I I�yl f75o�U TACO 006—B 1HP 03250 RPM 115/15/1/60 3/4" SWEAT FITTINGS. I — SWING CHECK VALVE. EXPANSION TANK ON CW SUPPLY, SEE P-4.2 PLUMBING FIXTURE SCHEDULE GROUND JOINT UNION, (DIELECTRIC). PIPING SHALL BE ROUTED TO WATER HEATER IN A MANNER WHICH FACILITATES FUTURE REMOVAL/REPLACEMENT OF THE WATER HEATER. EXPANSION TANK ON CW SUPPLY. WATER HEATER PLATFORM — REFER TO ARCHITECTURAL DRAWING FOR DETALS WATER HEATER DETAIL SCALE: NONE BAKERY CAFE: #1693 SYSTEM: G3 GLOW) PROTOTYPE UPDA E. 2012-01 W W Lu 0 _z J I IL z tE LIJ a 2 Im Lit ��i49FPit� �" ", w u 4 —CY° 0 u o z ........... ...................................... ......._...._....._............... ...... L.L r- w C10 00 Q � p � CD J m Uj J LLJ L11 Z Q LL Q = W V N ti N . ................ . .......... .......... PERMIT/BID SET ISSUED 10.17.12 .................... ------------------ Z -.......................................................... .............. O U) w ....................... .............. .... . ....... .... ................ :ISSUE DATE: 10.17.12 :PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: P-4, 1 SCALE: NONE PLUMBING DETAILS WASTE ROUGH -IN SCHEDULE PLAN MARK ITEM NAME (TOUGH -IN ROUGH -IN LOCATION REMARKS 11 A MOP SINK 24" X 24" 3" WASTE 0 FLOOR DIRECT CONNECTION 12 3 COMPARTMENT SINK FLOOR SINK 0 FLOOR CONN. 3 COMPARTMENTS WITH 2" WASTE REDUCED SIZE (SS) DIRECT CONNECTION 13B 2 COMPARTMENT SINK FLOOR SINK 0 FLOOR EXTEND 1-1/2- WASTE TO INDIRECT REDUCED SIZE (SS) SHARED W/#23F, 24D CONNECTION TO FLOOR SINK 18 DROP -IN SINK 2" WASTE 0 18" A.F.F. DIRECT CONNECTION PROVIDE W/ COPPER DRAIN LINE HAND SINK 2" WASTE 0 24" A.F.F. DIRECT CONNECTION ICE MAKER ABOVE FLOOR SINK EXTEND 3/8" CONDENSATE AND 3/4" WASTE 3B SODA DISPENSER SHARED W/#54 0 FLOOR TO INDIRECT CONN. TO FLOOR SINK �3 ICE MAKER HUB DRAIN 0 FLOOR EXTEND 3/4" WASTE SHARED W/124D TO INDIRECT CONN. TO HUB DRAIN 3G ICE MAKER ABOVE FLOOR SINK ®FLOOR EXTEND 3/8" CONDENSATE AND 3/4" WASTE SODA DISPENSER SHARED W/#54 TO INDIRECT CONN. TO FLOOR SINK ICE STORAGE BIN HUB DRAIN 0 FLOOR EXTEND 1" WASTE TO INDIRECT SHARED W/#13B, 23F CONNECTION TO HUB DRAIN 56 WATER SOFTENER MOP BASIN NEARBY COORDINATE ROUTING OF DRAIN LINE WITH EQUIPMENT SUPPLIER 5C BOTTLE SOFTENER MOP BASIN NEARBY COORDINATE ROUTING OF DRAIN LINE WITH EQUIPMENT SUPPLIER 7� UPRIGHT DISHWASHER 2" WASTE 0 FLOOR 2" WASTE WITH DIRECT CONNECTION 44D PROOFER 6 RACK 3" FLOOR DRAIN NEARBY EXTEND 1" DRAIN TO INDIRECT CONNECTION TO FLOOR DRAIN 48 OVEN - DOUBLE RACK 3" FLOOR DRAIN NEARBY EXTEND 1" DRAIN TO INDIRECT CONNECTION TO FLOOR DRAIN 54 SODA/ICE DISPENSER FLOOR SINK 0 FLOOR EXTEND 3/4" DRAIN TO INDIRECT SHARED W/#238, 23C TO INDIRECT CONN. TO FLOOR SINK 61 ESPRESSO MACHINE FLOOR SINK NEARBY EXTEND 5/8" (16MM) DRAIN TO INDIRECT SHARED W/#18 CONNECTION TO FLOOR SINK 64 SOUP STATION 3" HUB DRAIN 0 FLOOR EXTEND 1" DRAIN FROM CONN. 024" A.F.F. TO INDIRECT CONN. TO HUB DRAIN 68 SOUP RETHERMALIZER 3" HUB DRAIN 0 FLOOR EXTEND 1-1/2" DRAIN TO INDIRECT CONNECTION TO HUB DRAIN 1A COOLER EVAPORATOR HUB DRAIN NEARBY EXTEND 1/2" DRAIN TO INDIRECT SHARED W/#72A CONNECTION TO HUB DRAIN 2� FREEZER EVAPORATOR HUB DRAIN NEARBY EXTEND 1/2" DRAIN TO INDIRECT SHARED W/#71A CONNECTION TO HUB DRAIN 86 DECK OVEN 3" FLOOR DRAIN NEARBY EXTEND 3/4" DRAIN TO INDIRECT 2 DECKS, 3 PAN WIDE CONNECTION TO FLOOR DRAIN 40 DROP -IN SINK FLOOR SINK NEARBY EXTEND COPPER 2" WASTE TO INDIRECT SHARED W/#61 CONNECTION TO FLOOR SINK DOMESTIC WATER ROUGH -IN SCHEDULE PLAN MARK ITEM NAME ROUGH -IN ROUGH -IN LOCATION REMARKS 11A 24" X 24" MOP SINK 1/2" 140' HW & SCW 0 36" A.F.F. SEE PLUMBING FIXTURE SCHEDULE FOR FAUCET MODEL NUMBER W/BFP 12 3 COMPARTMENT SINK (2) FAUCETS WITH 0 14" A.F.F. SEE EQUIPMENT SCHEDULE, SHEET EQ4.1, FOR REDUCED SIZE (SS) 1/2 140' HW & 1/2 SCW FAUCET MODEL NUMBER 13B 2 COMPARTMENT SINK 1/2" THW & SCW 0 14" A.F.F. SEE EQUIPMENT SCHEDULE, SHEET EQ4.1, FOR REDUCED SIZE (SS) FAUCET MODEL NUMBER 18 DROP -IN SINK 1/2" THW & SCW 0 18" A.F.F. SEE EQUIPMENT SCHEDULE, SHEET EQ4.1, FOR FAUCET MODEL NUMBER 1� HAND SINK 1/2" THW & SCW 0 24" A.F.F. SEE EQUIPMENT SCHEDULE, SHEET EQ4.1, FOR FAUCET MODEL NUMBER ICE MAKER ABOVE 1/2" DFCW 0 96" A.F.F. EXTEND 1/2" DFCW FROM ROUGH -IN SODA DISPENSER TO EQUIPMENT CONNECTION W/BFP 2�3 ICE MAKER 1/2" DFCW 0 72" A.F.F. EXTEND 1/2" DFCW FROM ROUGH -IN TO EQUIPMENT CONNECTION W/BFP ICE MAKER ABOVE 1/2" DFCW 0 96" A.F.F. EXTEND 1/2" DFCW FROM ROUGH -IN SODA DISPENSER TO EQUIPMENT CONNECTION W/BFP 5B 4 POD COLD WATER FILTER 3/4" SCW 0 96" A.F.F. SEE DETAIL ON SHEET P4.1 5C ELGE BOTTLE SOFTNER 3/4" CW PER MANUFACTURER'S EXTEND 3/4" CW FROM ROUGH -IN RECOMMENDATIONS TO EQUIPMENT CONNECTION 7� UPRIGHT DISHWASHER 3/4" 140' HW 0 72" A.F.F. EXTEND 3/4" 140' HW FROM ROUGH -IN TO CONNECTION TO EQUIPMENT W/BFP 42C O CARBONATOR 1/2- DFCW 0 24" A.F.F. EXTEND 1/2" DFCW FROM ROUGH -IN SHARED W/#54, 23B TO CONNECTION TO EQUIPMENT W/S.S. BFP 44D PROOFER 6 RACK 1/2" FCW 0 84" A.F.F. EXTEND 1/2" FCW FROM ROUGH -IN TO CONNECTION TO EQUIPMENT W/BFP 48 OVEN - DOUBLE RACK 1/2" FCW 0 105" A.F.F. EXTEND 1/2" FCW FROM ROUGH -IN TO CONNECTION TO EQUIPMENT W/BFP 54 SODA/ICE DISPENSER 1/2" DFCW 0 24" A.F.F. EXTEND 1/2" DFCW FROM ROUGH -IN SHARED W/#42C, 23B TO CONNECTION TO EQUIPMENT W/BFP TEA BREWER 1/2" FCW 0 46" A.F.F. EXTEND 1/2" FCW FROM ROUGH -IN TO CONNECTION TO EQUIPMENT W/BFP 58B COFFEE BREWER 1/2" FCW 0 46" A.F.F. EXTEND 3/8" FCW FROM ROUGH -IN TO CONNECTION TO EQUIPMENT W/BFP 8C COFFEE BREWER 1/2" FCW 0 46" A.F.F. EXTEND 3/8" FCW FROM ROUGH -IN TO CONNECTION TO EQUIPMENT W/BFP 61 ESPRESSO MACHINE 1/2" FCW RUN IN CASEWORK EXTEND 3/8" FCW FROM ROUGH -IN TO CONNECTION TO EQUIPMENT W/BFP 68 SOUP RETHERMALIZER 1/2" THW 0 12" A.F.F. EXTEND 1/2" THW FROM ROUGH -IN TO CONNECTION TO EQUIPMENT W/BFP CHEMICAL DISPENSER 1/2" 140' HW 0 48" A.F.F. INSTALL 3/4" 140' HW HOSEBIBB W/ 0 MOP SINK VACUUM BREAKER & BFP INSTALL 1/2' 140' HW & CW ROUGH -INS BELOW SINK W/ VACUUM BREAKERS & BFPS. PROVIDE 7B CHEMICAL DISPENSER " 1/2 140' HW & CW 0 10 A.F.F. SHUT OFF VALVES AND TEMPERING VALVE PER ECOLAB TEMPERING VALVE INSTALL GUIDE. 0 3-COMP SINK DELIVERY WATER TEMPERATURE TO DISPENSER AFTER TEMPERING VALVE SHALL BE BETWEEN 70' AND 120' F. DECK OVEN EXTEND 3/4" FCW FROM ROUGH -IN 86 2 DECKS, 3 PAN WIDE 3/4" FCW 52" A.F.F. TO CONNECTIONS TO EQUIPMENT W/BFP (SEE DETAIL ON SHEET P4.1) 40 DROP -IN SINK 1/2" HW & CW RUN IN CASEWORK SEE EQUIPMENT SCHEDULE, SHEET EQ4.1, FOR FAUCET MODEL NUMBER PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL ACCESSORIES NOTES FLOOR DRAINS WADE OR EQUAL 1103STD6 P-TRAP FURNISH FULL GRATE AND (TYPICAL) W/6" TRAP PRIMER 4" HIGH FUNNEL FOR STRAINER (RESTROOMS ONLY) INDIRECT DRAIN FIXTURES 0 FLOOR CLEANOUT WADE OR EQUAL 6000 NICKEL BRONZE SECURED TOP !' FLOOR SINK WATTS FS-740 1/2 GRATE 12"x12"x8" W/PORCELAIN `I GRATE LAV O AMERICAN STD. 0355.012 1-1/41-1/2 P-TRAP MOUNTING HGT STOP VALVES PER ADA, SEE ARCH PLANS FAUCET AMERICAN STD. 5401.000 BLADE TYPE HANDLES CHROME, PROVIDE (FOR LAV) AM. STD. 0000.172V MANUFACTURER'S OR EQUALIVANT 0.5 AERATOR MSB FLORESTONE MSR-2424 W/ MR371 FAUCET 24" X 24" MR 372 MOP HANGER, SEE ARCH PLANS STRAINER, TILE TERRAllO FINISH FLANGES WC O AMERICAN STD. 3043.102 WHITE -OPEN FRONT W/ SLOAN ROYAL #111 SEAT. NO COVER FLUSH VALVE PER ADA WC A 1 AMERICAN STD. 3043.102 WHITE -OPEN FRONT W/ SLOAN ROYAL #111 (ADA) SEAT. NO COVER FLUSH VALVE PER ADA UR O TOTO UT104 SLOAN ROYAL NO. 186 FLUSH VLV(TS) PER ADA GREASE EXISTING EXISTING INTERCEPTOR 1000 GALLON WH A.O. SMITH BTH-199 DIRECT VENT 100 GAL. 199,900 BTU, (WATER HEATER) SEALED COMBUSTION 230 GPH RECOVERY FPHB JAY R. SMITH 5609QT KEY OPERATED 1/2" FEMALE INLET (FREEZEPROOF OR EQUAL INTEGRAL VACUUM BREAKER 3/4" HOSE CONNECTION HOSEBIBB) HB JAY R. SMITH 5670 INTEGRAL VACUUM BREAKER 3/4" FEMALE INLET 3/4" HOSE CONNECTION PLUMBING SPECIFICATIONS GENERAL: ALL PLUMBING WORK INCLUDING INSTALLATION, EQUIPMENT, FIXTURES AND PIPING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH LOCAL CODE AND ADOPTED ORDINANCES, AND REGULATIONS SET FORTH BY THE AJH (AUTHORITY HAVING JURISDICTION). ROUTING OF ALL SANITARY PLUMBING, DOMESTIC WATER PIPING AND GAS PIPING AS SHOWN ON THE PLANS IS SHOWN WITH THE INTENTION OF INDICATING THE APPROXIMATE LOCATION OF EXISTING CONDITIONS, AND NEW ITEMS. PLUMBING CONTRACTORS SHALL VISIT THE JOB SITE CONDITIONS PRIOR TO SUBMITTING BIDS OR STARTING WORK. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH THE WORK OF ALL OTHER TRADES TO AVOID INTERFERENCE. CONTRACTORS MAY DEVIATE FROM THE LOCATION OF PIPING SHOWN IF INSTALLATION COMPLIES WITH LOCAL CODES AND INDUSTRIAL PRACTICES, AND IF THE AJH AND OWNER'S REPRESENTATIVE APPROVE. ITEMS NOT SHOWN ON THE PLANS OR SHOWN IN CONFLICT WITH ANY CODE, REGULATION OR EXISTING CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL WORK IN ACCORDANCE WITH LOCAL CODES. PRIOR TO SUBMISSION OF THE CONTRACTORS COST ESTIMATE FOR WORK INCLUDED UNDER THIS PROJECT, THE CONTRACTOR SHALL VISIT THE JOB SITE TO EXAMINE ALL EXISTING CONDITIONS RELATED TO HIS WORK, AND UPON FINAL EXAMINATION OF SUCH SHALL SUBMIT A FINAL PROPOSAL AS EVIDENCE THAT THIS CONTRACTOR HAS VISITED SAID SITE AND VERIFIED ALL EXISTING AND PROJECT CONDITIONS. CLAIMS OF ADDITIONAL WORK OR ADD-ONS DUE TO NON -VERIFICATION OF EXISTING CONDITIONS WILL NOT BE CONSIDERED BY THE OWNER. ALL ADDITIONAL WORK WHICH IS NOT CLEARLY APPROVED PRIOR TO PERFORMANCE OF SUCH WORK WILL BE CHARGED TO THE CONTRACTOR, AND IF NOT SETTLED WILL BE HELD FROM HIS FINAL PAYMENT. MATERIALS: DOMESTIC WATER PIPING: WATER PIPING SHALL BE TYPE-L COPPER WITH WROUGHT FITTINGS. LEAD FREE SOLDER OR SILVER SOLDER SHALL BE USED AT ALL POINTS OF CONNECTION. HANGERS SHALL BE EQUAL TO CLEVIS TYPE HANGERS AND SHALL BE USED ON ALL PIPING AT INTERVALS AS REQUIRED BY CODE. THE CONTRACTOR SHALL ALLOW ADDITIONAL CLEARANCE FOR EXPANSION AND CONTRACTION FOR INSULATION AND NON -INSULATED PIPING. AT THE CONTRACTOR'S OPTION CROSS LINKED POLYETHYLENE (PEX) PIPING MAY BE UTILIZED WHERE ALLOWED BY AUTHORITY HAVING JURISDICTION. DRAIN, WASTE, AND VENT PIPING: DRAIN, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC OR SERVICE WEIGHT CAST IRON, AS REQUIRED BY CODE. PVC SHALL NOT BE USED IN RETURN AIR PLENUMS WHERE PROHIBITED BY CODE. WHERE FLOOR OR HUB DRAINS AS SHOWN AS CAST IRON, THE CONTRACTOR SHALL PROVIDED A SUITABLE COUPLING WHICH IS APPROVED BY CODE. CONDENSATE DRAIN LINES FOR COOLERS AND FREEZER SHALL BE COPPER. VALVES: SHUT OFF VALVES SHALL BE EITHER GATE -TYPE OF BALL VALVES BY "CRANE", "STOCKHAM" OR "POWELL". MIXING VALVES SHALL BE BY "LAWLER" OR APPROVED EQUAL. BACKWATER VALVES SHALL BE BY "ZURN" OR APPROVED EQUAL. PLUMBING SPECIALITIES: AIR CHAMBERS: SHALL BE CONSTRUCTED OF TYPE-L COPPER, AIR CHAMBERS SHALL BE ONE SIZE LARGER THAN SUPPLY PIPING, AND SHALL BE 18 INCHED LONG, PROPERLY CAPPED AND SUPPORTED. FACTORY MANUFACTURED ITEMS CAN BE SUBSTITUTED AT THE CONTRACTOR'S OPTION BY "NIBCO", "WADE" OR EQUAL. CLEAN OUTS: WALL CLEAN OUTS SHALL HAVE STAINLESS STEEL COVERS AS MANUFACTURED BY "WADE" OR APPROVED EQUAL. FLOOR CLEAN OUTS SHALL HAVE SATIN FINISH NICKEL TOP, IN FINISHED AREAS, AND SATIN BRONZE CAP IN AREAS WHICH ARE NOT FINISHED. CLEAN OUTS SHALL BE MANUFACTURED BY "WADE" OR APPROVED EQUAL FIXTURES: PLUMBING FIXTURES SHALL BE AS SPECIFIED ON THESE PLANS OR ON THE ARCHITECTURAL PLANS. ALL FIXTURES SHOULD MEET ADA REQUIREMENTS WHERE APPLICABLE. FIXTURES SHOULD BE OF THE HIGHEST QUALITY BY "AMERICAN STANDARD", "KOHLER" OR APPROVED EQUAL. WATER HEATERS: IF NEW WATER HEATER(S) ARE TO BE INSTALLED THEY SHALL BE AS SPECIFIED ON THE PLANS, AND SHALL BE OF COMMERCIAL GRADE, AND AGA APPROVED IF GAS FIRED AND UL APPROVED IF ELECTRIC. HEATER SHALL BE A 150 PSI WORKING PRESSURE RATING. WATER HEATER INSTALLATION MANUALS SHALL BE GIVEN TO THE OWNER. SEE PLUMBING FIXTURE SCHEDULE. GAS PIPING: ALL GAS PIPING SHALL BE SIZED, INSTALLED, TESTED, AND LABELED IN ACCORDANCE WITH LOCAL CODE. GAS PIPING SHALL BE SCHEDULE 40 BLACK IRON OR TYPE-L OR TYPE-K COPPER WITH BRAZED FITTINGS. BUSHINGS ARE PROHIBITED. BELL REDUCERS SHALL BE INSTALLED AT REDUCTION IN PIPE SIZE. GROUND JOINT UNIONS AND SHUTOFF VALVES SHALL BE INSTALLED AT ALL GAS APPLIANCES. FLEXIBLE GAS LINES ARE PROHIBITED ON STATIONARY APPLIANCES AND SHALL BE ATTACHED TO ANY FLEXIBLE CONNECTOR AND THE FLOOR SUCH THAT THE FLEXIBLE CONNECTOR CANNOT BE OVER EXTENDED. PAINT EXPOSED PIPING GOING TO OR ON ROOF WITH (ZINC RICH GALVANIZED) PAINT FOR CORROSION PROTECTION. IF REQUIRED BY LOCAL JURISDICTION USE HOT DIPPED, ZINC COATED (GALVANIZED) ASTM A53 PIPE. ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING SHALL BE INSTALLED PER LOCAL CODE AND ESTABLISHED INDUSTRY PRACTICES. LOCATE ALL PIPING, AS SHOWN ON PLANS. COORDINATE WITH ALL OTHER TRADES TO AVOID INTERFERENCES, AND ADHERE TO ALL SPECIFICATIONS AND MANUFACTURERS GUIDELINES. RUN ALL DOMESTIC WATER PIPING AS HIGH AS POSSIBLE. INSTALL HANGERS AND STRAPPING, ALLOWING FOR EXPANSION AND CONTRACTION OF PIPING. DO NOT HANG OR SUPPORT OTHER EQUIPMENT OR PIPING FROM WATER LINES. SEPARATE HOT AND COLD WATER LINES A MINIMUM OF SIX (6) INCHES. INSULATE ALL PIPING WITH INSULATION WHICH MEETS OR WITH INSULATION WHICH MEETS OR EXCEEDS 25/50 RATINGS. SEE MINIMUM PIPE INSULATION SCHEDULE THIS SHEET. INSTALL SOIL, WASTE AND VENT PIPING WITH A MINIMUM SLOPE OF 1/4" PER FOOT IN THE DIRECTION OF FLOW FOR DRAINS AND AGAINST THE FLOW OF VENT GASSES. NO FIXTURE SHALL HAVE AN S-TRAP OR BE DOUBLE TRAPPED LOCATED VALVES SO AS TO BE ACCESSIBLE AND SO THAT SEPARATE SUPPORT CAN BE PROVIDED WHEN NECESSARY. INSTALL ALL STEMS UPRIGHT. DO NOT INSTALL VALVES OF DISSIMILAR COMPOSITION WITHOUT AN APPROVED DIELECTRIC FITTINGS. TEST AND STERILIZE ALL PLUMBING PIPING INCLUDING DRAINS, WASTE, VENTS AND WATER PIPING PER LOCAL CODES AND REGULATIONS. BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 v •' < w Jz' . , W M Q m p LL r J lii J U) J W UJ = Q N 0_ �UtiN am ' es .............................................................................................. . PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: P-4.2 MASTER PLUMBING ROUGH -IN SCHEDULES SCHEDULE: ROUGH -IN SYMBOLS DUPLEX RECEPTACLE 0 G.F.I. DUPLEX RECEPTACLE ISOLATED GROUND DUPLEX RECEPTACLE HUBBELLIG5392CN ORANGE OR EQUAL JUNCTION BOX ❑j DISCONNECT SWITCH 1* HEAVY DUTY RECEPTACLE - VERIFY NEMA CONFIGURATION 01. ROUGH -IN FOR TELEPHONE VOICE LINE UNLESS NOTED OTHERWISE D ROUGH -IN FOR TELEPHONE DATA LINE OR DATACOM UNLESS NOTED OTHERWISE SEE SHEET E-4.3 FOR ROUGH -IN REQUIREMENTS AT OFFICE. ELECTRICAL ROUGH -IN MASTER SCHEDULE (OTHER EQUIPMENT) MARK ITEM NAME V PH A ROUGH -IN DEV. REMARKS O RECEPTACLES 120 1 20 0 15" AFF TAMPER RESISTANT DUPLEX RECEPTACLE - PASS & SEYMOUR LEGRAND CATALOG NO. TR63-COLOR BLACK O RECEPTACLES 120 1 20 0 48" AFF 0 GFI RECEPTACLES IN ROUTE CONDUIT BELOW FLOOR TO NEAREST WALL WHICH ENGAGES CEILING. Oc RECEPTACLES 120 1 20 HALF WALL TAMPER RESISTANT DUPLEX RECEPTACLE - PASS & SEYMOUR LEGRAND CATALOG NO. TR63-COLOR BLACK BASE F ROUTE WIRE INSIDE BOOTH TO HALF -WALL, THEN RUN CONDUIT BELOW FLOOR O RECEPTACLES 120 1 20 TO NEAREST WALL EXTENDING TO CEILING. TAMPER RESISTANT DUPLEX BOOTH RECEPTACLE - PASS & SEYMOUR LEGRAND CATALOG NO. TR63-COLOR BLACK O RECEPTACLES 120 1 20 IN FLOOR ® ROUTE O TE CONDUIT BELOW FLOOR TO NEAREST WALL WHICH ENGAGES O HEAT TAPE 120 1 4 * 0 FOR FREEZER CONDENSATE OR WATER LINE HT HAND TOWELS 120 1 1 * VERIFY ROUGH -IN WITH ADA REQUIREMENTS. SEE ARCHITECTURAL PLANS FOR INFORMATION. RP RECIRCULATING PUMP 120 1 2.4 * ® PROVIDE ROUGH -IN AND FINAL CONNECTION. OTABLE TRACKER 120 1 1 IN CASEWORK PROVIDE ROUGH -IN AND FINAL CONNECTION. SYSTEM AT EXPEDITOR IMF OTABLE TRACKER SYSTEM IN CEILING 120 1 1 IN CEILING qp PROVIDE ROUGH -IN AND FINAL CONNECTION. wIFl WIFI OUTLET 120 1 1 24" BELOW qp PROVIDE ROUGH -IN AND FINAL CONNECTION. CEILING OWATER HEATER CONTROLS 120 1 1 4 * Q 1 PROVIDE ROUGH -IN AND FINAL CONNECTION. * VERIFY ELECTRICAL ROUGH -IN MASTER SCHEDULE (KITCHEN EQUIPMENT) MARK ITEM NAME V PH A ROUGH -IN DEV. O ICE MACHINE 120/208 1 7.5 0 72" AFF Q W ICE MACHINE - W W W ON ROOF ❑� REMOTE CONDENSER O ICE MACHINE 120 1 11.7 0 72" AFF Q O ICE MACHINE 120/208 1 10 0 72" AFF Q OW ICE MACHINE - W W W ON ROOF ❑p REMOTE CONDENSER O WATER SOFTNER 120 1 4 0 15" AFF 2�n DISHWASHER 120 1 12 0 66" AFF Q ODISHWASHER EXHAUST 120 1 * * Q HOOD O CASH REGISTER 120 1 5 IN CASEWORK VIF/ 46 AFF 0 WALL OROPE TERMINAL CASH 120 1 5 0 46" AFF REGISTER 3t PRINTER 120 1 2 IN CASEWORK VIF/ 72 AFF 0 WALL O PRINTE 120 1 4 0 46" AFF NE O MONITOR 120 1 4 IN CASEWORK VIF/ 68 AFF 0 WALL O MGR PC & PRINTER 120 1 * O E-LEARNING PC 120 1 5 0 24" AFF OCREDIT CARD READER/ 120 1 2 IN CASEWORK VIF/ PAGER 46' AFF 0 WALL 4x X CARBONATOR PUMP 120 1 6.0 0 24" AFF Q� O PROOFER 208 3 37 0 108" AFF O PROOFER CONTROLS 120 1 4.7 0 108" AFF Q O+ GAS RACK OVEN 208 3 4.4 0 96" AFF ❑� O OVEN CONTROLS 120 1 7.4 0 96" AFF Q 52A BREAD SLICER 120 1 9.8 0 24" AFF OSANDWICH PREP -TOP 120 1 10 0 24" AFF Q� 72" OX SODA/ICE DISPENSER 120 1 4 0 24" AFF OUNDER -COUNTER 120 1 6.5 0 24" AFF REFRIGERATOR OUNDER -COUNTER 120 1 5 0 24" AFF Q� REFRIGERATOR OUNDER -COUNTER 120 1 4.7 0 24" AFF Q� REFRIGERATOR OUNDER -COUNTER 120 1 2.3 0 24" AFF Q� REFRIGERATOR 5s� TEA BREWER 120 1 14,2 0 24 AFF/0 DT COUNTFR-46' AFF O COFFEE MAKER 120/208 3 36.9 0 46" AFF Q O D/T COFFEE MAKER 120/208 1 25.5 0 46" AFF Q OY ESPRESSO MACHINE 208 1 30 IINIFCASEWORK O MICROWAVE 120 1 12 0 24" AFF QQ Ozij MICROWAVE 208 1 14.3 0 26 AFF TO TOP OF OUTLET ELECT. ROUGH -IN MASTER SCHEDULE (KITCHEN EQUIPMENT CONT.) MARK ITEM NAME V PH A ROUGH -IN DEV. O SOUP STATION 208 1 12.5 0 15" AFF O SOUP RETHERMALIZER 208 3 16.7 0 12" AFF O COOLER COMPRESSOR 208 3 7.7 * ON ROOF ❑� r� COOLER EVAPORATOR 120 1 5.2 0 COOLER CLG Q O FREEZER COMPRESSOR 208 3 18.6 * ON ROOF O FREEZER EVAPORATOR 208 1 8.7 0 FREEZER CLG Q 71Y DOUGH COOLER COMPRESSOR 208 3 7.7 * ON ROOF �z DOUGH COOLER 120 1 5.2 0 COOLER CLG Q EVAPORATOR OZ CONVEYOR TOASTER 120/208 1 15.4 0 24" AFF 40 COLD BEVERAGE 120 1 3.3 0 46' AFF Q DISPENSER 81F SALAD PREP (72") 120 1 8.5 0 24" AFF Q O BAGEL SLICER 120 1 6 0 24" AFF Q O BLENDER 120 1 11.6 I`N�FCASEWORK Q O HEATED SHELF 120 1 2.08 I" CASEWORK Q O EGG STATION 220 1 12.6 0 24" AFF 4b O HEATED SHELF 120 1 5.3 IN CASEWORK Q VIF OHIGH SPEED PANINI 208 1 26 0 24" AFF PRESS O DECK OVEN 208 3 32.5 SEE DETAIL SHEET E-5.1 �m AIR CURTAIN 120 1 10 0 90" AFF Q OUI GI I TEIMN ET 120 1 2 SEE MGR RECEIVER AMP DMX OFFICE DETAIL �2e CCTV MONITOR 120 1 1 OFFICE DETAIL t2ea CCTV CONTROLLER 120 1 6 SEE MGR OFFICE DETAIL Q O DRIVE-THRU WINDOW 120 1 1 VERIFY Q O AIR CURTAIN 120 1 4.4 VERIFY Q OTT SOUP 120 1 10 0 46" AFF Q RETHERMALIZER ODRIVE-THRU SANDWICH 120 1 8.5 0 24" AFF Q PREP TOP O DRIVE-THRU TIMER 120 1 1 12" BELOW CEILING 0 HME DIGITAL 120 1 3 0 4' ABOVE COMMUNICATION SYSTEM CEILING �sz MASTER CONSOLIDATION SCREEN 120 1 1.5 0 90" AFF CONSOUDA11ON FLAT 120 1 1.5 0 90" AFF SCREEN O SECURITY FLAT SCREEN 120 1 1.5 0 90" AFF PCD (PRICE 120 1 1 0 43" AFF Q CONFIRMATION DISPLAY O SECURITY CAMERA 120 1 1 ROUGH -IN BYVENDOR ass SALAD PREP -TOP 120 1 8.6 0 24" AFF Q W - ELECTRICAL SUPPLY FOR REMOTE CONDENSER SUPPLIED FROM ICE MAKER X - CARBONATOR PUMP & SODA DISPENSER SHARE SAME RECEPTACLE Y - CONTRACTOR VERIFY CONNECTION DEVICE WITH EQUIPMENT MANUFACTURER Z - NEMA L6=30R RECEPTACLE Z1 - NEMA L6-20R RECEPTACLE + - VERIFY WIRE SIZE WITH MANUFACTURER * - \/17RIr7V SCALE: - 1/4"=1' 0" j,"'."16" To� 6. 11 =............ x. W �M 5W i 3 so:::::::::::..:::::.�w;�.�.w:�x;•:::::::::::::::::::�.z•;>�?o�a��wM...,ti.zk•:::•::c•:::::•:::::i.v,,�+xxa•�xaiat::::•::: ::•::::::::�-�' BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 m I W W Lu z _j 0 w ow 1 1= sit a� J g a � �O 7 U W 0- I � kf F_ FITT. /��.•� c 4 0 Z-5. cc w E U O z co W ch M QC, m U- Q J m u J = w Z W LL- 0 = Q �UtiN Q N d f ._.............._ .............................................................. PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis L.CPM: Pete Ott SHEET NO: E-2m 1 ELECTRICAL ROUGH -IN PLAN FILE: 1693-E-2.1.dwg GENERAL NOTES: A. E.C. SHALL RUN NEUTRAL AND GROUNDING WIRES TO ALL KITCHEN EQUIPMENT. NO SHARED NEUTRALS SHALL BE USED. B. ALL KITCHEN EQUIPMENT SHALL BE FURNISHED Q RN HED BY OTHERS. ELECTRICAL CONTRACTOR SHALL SET IN PLACE AND MAKE FINAL CONNECTIONS. C. ALL CONDUIT PASSING THROUGH WALL OF COOLER/FREEZER SHALL BE SEALED WITH SILICONE. D. ALL RECEPTACLES SHALL BE NEMA GROUNDING TYPE. RECEPTACLES IN DINING AREA SHALL HAVE BLACK WIRING DEVICES AND BLACK COVERS. RECEPTACLES IN KITCHEN AREA SHALL HAVE BLACK WIRING DEVICES AND BRUSHED STAINLESS STEEL COVERS. E. ALL KITCHEN EQUIPMENT JUNCTION BOXES SHOWN SHALL INCLUDE FINAL CONNECTION TO THEIR RESPECTIVE KITCHEN EQUIPMENT. F. VERIFY ELECTRICAL REQUIREMENTS, CONNECTIONS, AND EXACT LOCATION OF CONNECTIONS. COORDINATE WITH EQUIPMENT SUPPLIER/CONTRACTOR. G. ALL 120V OUTLETS IN KITCHEN AREA ARE TO BE GFCI PROTECTED, EITHER BY RAPED BREAKERS OR DEVICES. H. REFER TO THE GENERAL CONDITIONS ON SHEET G-SL FOR FIRE STOPPING REQUIREMENTS. CONDUITS INSTALLED EXPOSED AND NOT CONCEALED IN WALLS OR MOUNTED ABOVE FINISHED CEILINGS SHALL BE INSTALL ED A MINIMUM OF 1" CLEAR SPACING FROM WALL AND 6" ABOVE FINISHED FLOOR FOR CLEANING PURPOSES. INSAALATION OF EXPOSED FLEXIBLE CONDUIT IS NOT ACCEPTABLE. KEYED NOTES: O1 SEE ONE -LINE DIAGRAM AND PANEL SCHEDULES ON SHEET E-5.1. 2 COORDINATE ROUTING OF CONDUIT IN WAIL WITH MECHANICAL CONTRACTOR TO LEAVE UA O DE L ADEQUATE CLEARANCE FOR Q SANDWICH TOASTER HOOD DUCTWORK. [IF REQUIRED] 3 SEE DETAILS ON SHEET E-4.3 FOR LOCATION AND CIRCUIT OF RECEPTACLES IN OFFICE AREA. O 4O ALL WIRING DEVICES IN FRONT COUNTER/CONSOLIDATION WALL SHALL BE INSTALLED IN CABINETRY OR IN CASING AND ACCESSED FROM THE FRONT REMOVABLE PANELS. INSTALL GROMMETS IN WALL TO CONNECT EQUIPMENT TO DEVICES. RUN CONDUIT BELOW SLAB TO NEAREST WALL WHICH ENGAGES CEILING FOR CIRCUITING "HOME RUNS". EACH ISOLATED GROUND CIRCUIT SHALL BE RUN IN SEPARATE CONDUIT. ROUTING OF CONDUIT BELOW FLOOR SHALL BE IN SUCH A WAY AS TO MINIMIZE CHANNELING OF SLAB AND AMOUNT OF CONDUIT. O5 RECEPTACLES FOR EQUIPMENT NOS.: 53F, 63B, AND 64 (IN THE FRONT LINE) SHALL BE FLUSH -MOUNTED AND RECESSED INTO CASEWORK. QRECEPTACLE FOR ESPRESSO MACHINE PROVIDED BY MANUFACTURER. MOUNT ESPRESSO RECEPTACLE SIDEWAYS IN CASEWORK CHASE SO CORD AND PLUG DOES NOT INTERFERE WITH REFRIGERATOR LOCATION. O7 VERIFY WIRE SIZE WITH OVEN SUPPLIER. O8 PROVIDE ROUGH -IN AND FINAL CONNECTION TO COFFEE MACHINE. PROVIDE "LOCK -OUT" TYPE CIRCUIT BREAKER IN PANEL K2. OPROVIDE ROUGH -IN AND FINAL CONNECTION FOR DECK OVEN. COORDINATE ELECTRICAL CONNECTION DETAILS WITH OVEN SUPPLIER. COORDINATE LOCATION OF JUNCTION BOX AND DISCONNECT WITH OWNER REPRESENTATIVE IN FIELD. PROVIDE EXCESS CABLE TO ALLOW OVEN TO BE PULLED OUT 2'-6" MINIMUM FOR CLEANING. SEE DETAIL ON SHEET E-5.1. 10 PROVIDE ROUGH -IN AND FINAL CONNECTION TO COOLER/FREEZER DOOR. FIELD VERIFY LOCATION. COORDINATE WITH G.C. AND COOLER/FREEZER MANUFACTURER. 11 ELECTRICAL CONTRACTOR TO MAKE ELECTRICAL CONNECTION BETWEEN ICE MAKER AND REMOTE CONDENSER ON ROOF. COORDINATE WITH G.C. AND EQUIPMENT MANUFACTURER. ROUGH -IN FOR FUTURE ROOF PENETRATION AT DT ICE MACHINE. 12 HME WIRELESS TRANSMITTER LOCATED 0 24" BELOW CEILING. VERIFY LOCATION AND REQUIREMENTS WITH GENERAL CONTRACTOR IN FIELD. 13 PROVIDE ROUGH -IN AND FINAL CONNECTION TO SANDWICH TOASTER. REPLACE MANUFACTURER PROVIDED CORD AND PLUG WITH NEMA 6-30P RIGHT-ANGLE PLUG (FLAT "DRYER -TYPE" PLUG) - SIMILAR TO AMERICAN INSULATED WIRE PART NO. A0933006GY OR EQUAL. RECEPTACLE TO BE MOUNTED WITH GROUND SLEEVE UP. 14 VERIFY REQUIREMENTS OF DETER DOOR ALARM WITH EQUIPMENT SUPPLIER. O15 PROVIDE ROUGH -IN AND FINAL CONNECTION TO NEW SECURITY CAMERA SHOWN. VERIFY CONNECTION REQUIREMENTS IN FIELD WITH EQUIPMENT SUPPLIER. WHERE 120V CIRCUIT IS REQUIRED USE 20 AMP CIRCUIT LOCATED IN "IGP" PANEL AS INDICATED ON PLANS. 16 PROVIDE ROUGH -IN AND FINAL CONNECTION FOR AIR CURTAIN. (WHERE REQUIRED) AIR CURTAIN TO BE ACTIVATED WHEN DRIVE-THRU WINDOW IS OPENED. 17 PROVIDE JBOX TO FEED POWER TO DRIVE THRU WINDOW., COORDINATE LOCATION WITH WINDOW SUPPLIER AND INSTALLATION MANUAL 18 PROVIDE ROUGH -IN AND FINAL CONNECTION TO WATER HEATER. COMPLETE INSTALLATION SHALL BE IN COMPLIANCE WITH MANUFACTURER RECOMMENDATIONS. COORDINATE REQUIREMENTS WITH PLUMBING CONTRACTOR. 19 PROVIDE ROUGH -IN AND FINAL CONNECTION TO COOLER/FREEZER COMPRESSOR. COORDINATE WITH G.C. AND COOLER/FREEZER MANUFACTURER. SEE MEP-1 FOR LOCATION. 20 PROVIDE ROUGH -IN AND FINAL CONNECTION TO RACK OVEN HOOD EXHAUST FAN, DRAFT INDUCER MOTOR, AND PRESSURE SWITCH. FAN SHALL BE INTERLOCKED WITH OVEN TO RUN WHEN OVEN IS ON. SEE WIRING DETAILS ON MECHANICAL SHEETS. COORDINATE WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER. 21 PROVIDE ROUGH -IN AND FINAL CONNECTION TO DECK OVEN FAN. FAN TO BE CONTROLLED VIA "ON -OFF" SWITCH. COORDINATE LOCATION OF SWITCH IN FIELD. COORDINATE FAN CONNECTION WITH MECHANICAL CONTRACTOR. PROVIDE ROUGH IN AND FINAL CONNECTION TO DISHWASHER HOOD FAN. FAN TO BE CONTROLLED VIA "ON —OFF" " O " SWITCH. COORDINATE LOCATION OF SWITCH WITH G.C. IN FIELD. COORDINATE HOOD CONNECTION WITH MECHANICAL CONTRACTOR. . t .—.,i _ _... 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I n. r 2 c� 55 c� ...........$ ...........ra .............: - i € 32A 30B 81F 33 33 85B 85E ` \`'/ 82 75A 85E 33 69 33 93 i ESQ 55G 58C 54 . < 5 -T---- YI 31 2 83 768 30 37 445 638 I 31 55E \ 462 30 311 31 63B I 33 63B 33 31 64 TT1 :: I ; _'.t_ __.._.._ . _.__._ 13 / t t i 55C Im 37 461 i E 1 7 r Z N €:: 4 EE � ; Or ; , LJ E 1 4 7 S •.i E E E EE,. r a E „ 'z. p.. k: t. , i I r_.. �: r�,.:...,,,,.. --- — --------------------- _._ x _ �y I.. �12wn E% f it t _,__,,--- _,-...., r , , r 54 A A E= �i Ei ..,_---,.... ELECTRICAL POWER PLAN SCALE.— 1/4'"1-O" HT B A HT HT B 15 m H IGP-16 466 <,/1 5 BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W � W w W QQ � JLim M 5 Z W w a m0 W Q J g uj W Y Af LIT 41j N m U. O uj `? !�'S' 0 U z �dr1111oO \ W M Q cM/ VI _j ILL J C w w < z Q Q N d a U ti N Es In PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: E-2.2 ELECTRICAL POWER PLAN FILE: 1693E-2.2.dwg W U 5 Ln z W P, H Y PLAN / DETAIL KEYED NOTES: O1 SEE "POS SYSTEM DIAGRAM" ON SHEET E-4.3 FOR ALL WIRING AND CONNECTION INFORMATION. O2 AT FREEZER AND COOLER PROVIDE TWO SINGLE GANG JUNCTION BOXES ADJACENT TO STRIKE SIDE OF DOOR WITH 1/2" CONDUIT W/PULLWIRE STUBBED OUT ABOVE ACCESSIBLE CEILING. ONE BOX FOR ALARM SYSTEM HOLD-UP PUSHBUTTON AND ONE FOR TEMPERATURE SENSOR. FIELD VERIFY EXACT LOCATIONS W/OWNERS REPRESENTATIVE. COORDINATE WORK WITH SECURITY SYSTEM CONTRACTOR AND FREEZER/COOLER EQUIPMENT MANUFACTURER. PROVIDE ALL NECESSARY CONTROL WIRING FOR FREEZER AND COOLER PER MANUFACTURERS REQUIREMENTS. O3 PROVIDE 1/2" CONDUIT W/PULLWIRE CONCEALED IN PARTITON RUN UP FROM TOP EDGE OF DOOR FRAME AND STUBBED OUT ABOVE ACCESSIBLE CEILING FOR DOOR CONTACT. CONDUIT SHALL BE AT STRIKE SIDE OF DOOR, NOT HINGED SIDE. COORDINATE WORK WITH SECURITY SYSTEM CONTRACTOR. O4 COORDINATECOORDINATE INSTALLATION OF ROPE TERMINAL AND PRINTER. CONTRACTOR TO PROVIDE PATCH CABLES FROM OFFICE (MINIMUM 3 PLUS EXTRAS AS BACKUP). AT FAX MACHINE PROVIDE ROUGH -IN FOR PHONE LINE AT 62" AFF WITH 1/2" CONDUIT W/PULLWIRE UP IN PARTITION STUBBED OUT ABOVE ACCESSIBLE CLG. INSTALLA11ON OF ROPE TERMINAL AND PRINTER. CONTRACTOR TO PROVIDE PATCH CABLES FROM OFFICE (MINIMUM 3 PLUS EXTRAS AS BACKUP). OPROVIDE CONDUIT FROM ALL PHONE OUTLETS AT HEIGHT INDICATED TO THE TELEPHONE SYSTEM IN THE OFFICE. TELEPHONE CONDUITS SHALL HAVE A PULL WIRE INSTALLED. STUB 3/4' CONDUIT FROM TELEPHONE OUTLET TO ABOVE FINISHED CEILING. PROVIDE INSULATED BUSHING ON CONDUIT END. CURVE CONDUIT TOWARDS DIRECTION OF TELEPHONE SERVICE. COORDINATE WITH TELEPHONE COMPANY PRIOR TO INSTALLATION. OHME WIRELESS TRANSMITTER LOCATED 0 24" BELOW CEILING. VERIFY LOCATION AND REQUIREMENTS WITH GENERAL CONTRACTOR IN FIELD. OROUTE POS SYSTEM CONDUIT(S) UNDER FLOOR OR THROUGH CASEWORK TO NEAREST FULL HEIGHT PARTITION - THEN UP ABOVE ACCESSIBLE CEILING. PROVIDE W/ PULL WIRE. SEE POS SYSTEM NOTES ON SHEET E-4.3 FOR QUANTITY, SIZES, AND REQUIREMENTS. Og PROVIDE PUSH BUTTON AT MAIN BAKERY REGISTER WITH CHIME IN REAR AREA. CHIME TONE SHALL BE DIFFERENT FROM THAT OF THE DOOR CHIME. RUN WIRING IN CABINETRY AND/OR IN CONDUIT BELOW FLOOR (IF REQUIRED) TO STUB OUT ABOVE ACCESSIBLE CEILING. VERIFY REQUIREMENTS IN FIELD. OPROVIDE ROUGH -IN AND FINAL CONNECTION TO SMOKE DETECTOR MOUNTED IN RETURN AIR DUCT. DETECTOR SHOULD SHUT DOWN RTU UPON ACTIVATION. (WHEN FIRE ALARM IS PROVIDED SMOKE DETECATOR SHALL NOTIFY CONTROL PANEL AND SHUT DOWN RTU. 10 VIDEO MONITOR IS SUPPLIED BY VENDOR COMPLETE WITH VDU CONTROLLER BOX. CONTROLLER SHALL BE MOUNTED ON SHELF BELOW MONITOR WHEN MONITOR SITS ON TABLE, OR IN CASEWORK BELOW WHEN MONITOR SITS ON CASEWORK. VERIFY REQUIREMENTS IN FIELD. 11 PROVIDE RECESSED SINGLE GANG JUNCTION BOX AT 60" AFF WITH 1/2" CONDUIT W/ PULLWIRE UP IN PARTITION STUBBED OUT ABOVE ACCESSIBLE CEILING FOR ALARM SYSTEM CONTROL KEYPAD. LOCATE THE KEYPAD ON THE CUSTOMER SIDE OF THE WALL NEAR THE DOORWAY INTO THE KITCHEN CLOSEST TO THE CAFE'S FRONT ENTRY. COORDINATE WORK WITH SECURITY SYSTEM CONTRACTOR. 12 PROVIDE DOOR BUZZER SYSTEM AT REAR ENTRY DOOR. PROVIDE PUSHBUTTON AT 48" AFF ADJACENT TO STRIKE SIDE OF ENTRY DOOR. PROVIDE BUZZER MOUNTED JUST BELOW CEILING IN KITCHEN AREA. FIELD VERIFY EXACT LOCATION. PUSHBUTTON SHALL BE EDWARDS 632 OR EQUAL BUZZER SHALL BE EDWARDS 725 OR EQUAL, PROVIDE SEPARATE CONDUIT RUN BELOW FLOOR OR IN CASEWORK FOR SOUND 13 SYSTEM WIRING TO MICROPHONES - VERIFY REQUIREMENTS IN FIELD. (WHERE REQUIRED) 14 PROVIDE ROUGH -IN AND FINAL CONNECTION TO SECURITY SYSTEM MONITOR. VERIFY CONNECTION REQUIREMENTS WITH SECURITY SYSTEM PROVIDER. (WHERE REQUIRED) 15 JBOX/CONDUIT FOR DRIVE THRU WINDOW SECURITY WIRING. VERIFY LOCATION AND REQUIREMENTS WITH EQUIPMENT PROVIDER PRIOR TO INSTALLA11ON OF CONDUIT. 16 JBOX/CONDUIT FOR DRIVE THRU SECURITY CAMERAS. VERIFY LOCATION AND REQUIREMENTS WITH EQUIPMENT PROVIDER PRIOR TO INSTALLATION OF CONDUIT. 17 PROVIDE 3/4" CONDUIT WITH PULLSTRING UP TO ABOVE CEILING AND ROUTE TO OFFICE. FIELD VERIFY EXACT TERMINATION POINT AND FINAL CONNECTION REQUIREMENTS. ❑F FIRE ALARM PULL STATION 0 SMOKE DETECTOR MF WALL MOUNTED AUDIO/VISUAL ALARM DEVICE CEILING MOUNTED AUDIO/VISUAL ^ram ALARM DEVICE TO CIRCUIT IGP-29 "OUTPUTS" SPEAKER NOTES: SPEAKER SYSTEM TO BE INSTALLED ON A DESIGN BUILD BASIS BY PANERA'S VENDOR AND SHALL INCLUDE INTERIOR AND EXTERIOR APPLICATIONS. FIRE ALARM CONTROL PANEL (FACP) CONNECT TO TELEPHONE SYSTEM "INPUTS" F F F z z = Z Z U E5 a Y N N z SIMPLEX OR 0 0 �0 �0 w w w EQUAL I U NOTE: 1. CONTRACTOR TO SUPPLY AND INSTALL ALL DEVICES AND WIRING. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS FIRE ALARM SYSTEM DIAGRAM JJ SCALE. N.T.S. SPECIAL SYSTEMS PLAN N SCALE: 114"=1'-0" BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 w cM a m M _j C.0 r--mJ_ J U6 �+ J = W z L < N =� a CL Q U ti N PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: E-4. 1 SPECIAL SYSTEMS PLAN FILE: 1693-E-4.1.dwg CREDIT CARD PRIMARY - ------- 1-7 OFFICE -- - - - - 1 PHONE LINE -4 PHONE SERVICE SOUND MODEM II I TO TELEPHONE 1 1 IOUTLETS SEE PLAN FOR 1 LOCATIONS. PHONE LINE I I 1 I I 1 I I CREDIT CARD I MODEM (BACK-UP) 11 ( I00 GIFT CARD I I MODEM w Q A SERVICE MODEM .-. AT SERVER v v v m a RJ-11 = RJ-11 SYSTEM m � = X = x ¢ W 5 = J O mD � ti FILE SERVER SEE NOTE #2 IN SYSTEM NOTES, THIS SHT. TYPICAL UNSHIELDED CAT-5e ETHER NET TYPICAL 10BASE—T WALL PLATE v v v TYPICAL PATCH CABLES m mL 1 I 1 I UNSHIELDED MONITOR EQUIP. CAT-5e #462A ° 1 ETHER NET ° I TYPICAL PRINTER PATCH CABLE IPRINTER 1 EQUIP. I I v v v v I PRINTER v v v v PATCH CABLE IPRINTER PRINTER PRINTER PRINTER EQUIP. #31 EQUIP. #31 EQUIP. #31 EQUIP. #31 v v v v v o v v PATCH CABLE PATCH CABLE PRINTER PATCH CABLE ❑ ❑ FE:]� a PRINTER PRINTER PRINTER REGISTER (POS) REGISTER (POS) REGISTER (POS) REGISTER (POS) REGISTER (POS) PC BACK-UP EQUIP. #30 EQUIP. #30 EQUIP. #30 PHONE-IN W/EXTRA MODEM EQUIP. #30 EQUIP. #30 OPULL BOX FOR POS/ REGISTER WIRING CCTV/SAVVIS--,,,,_ 28A CCTV/SAVVIS ---- POWER — IGP-8 SERVICE, GIFT CARD, AN[ 10 CREDIT CARD BACKUP RJ11 MODEM JACK COMPUTER 35 CPU POWER — IGP-2— RJ-45 FOR CPU TO HUB (SWITCH) AND CPU TO SAVVIS CONNECTION 35 PRINTER GENERAL POWER — IGP-6- 35 MONITOR POWER — IGP-2 79 SAFE POWER — IGP-27 — EQUIP. #31 EQUIP. #31 EQUIP. #31 PRINT MACHINE PRINTER/FAX/COPIER MONITOR MONITOR MONITOR MONITOR ROPE TERMINAL EQUIP. #32A EQUIP. #33 EQUIP. #33 EQUIP. #33 EQUIP. #33 EQUIP. #306 USB CABLE 0POS SYSTEM DIAGRAM SCALE: N.T.S. POS ONLY SEE OFFICE DETAILS AND NOTES FOR MORE INFORMATION ON OFFICE REQUIREMENTS. RELAY RACK SOUND SYSTEM POWER 109 IGP-25 (15) OIFO-Dim I MUSIC SYSTEM CABINET (14) ........................................SPEAKER WIRE PULL BOX SOUND SYSTEM MODEM N N (SAME LINE AS FAX) FORD MUSIC SYSTEM INTERNET 75 AF DOWNLOAD. 4--•�I� • ! 11 OFFICE PHONE JACK 30 GENERAL POWER — IGP-6 —' DESKTOP —VERIFY HEIGHT WITH GENERAL CONTRACTOR e SECURITY PUSH—BUTTONO (SAFE) �® UNLESS OTHERWISE NOTED ALL PULL BOXES SHALL BE PROVIDED WITH 3/4" CONDUIT WITH PULL WIRE STUBBED OUT ABOVE ACCESSIBLE CEILING. ALL J—BOXES 6" ABOVE SHELF OR 6" BELOW DESK TO CL 2 ))MANA GER'S OFFICE DESK DET) SCALE. N.T.S. DETAIL KEYED NOTES: OSEE POS DETAIL 1/4.3 THIS SHEET FOR ALL WIRING AND CONNECTION INFORMATION. REUSE EXISTING JUNCTION BOXES AND WIRING WHERE POSSIBLE. OPROVIDE 8x8x4 JUNCTION BOX WITH 2" CONDUIT AND 2x2 RING STUBBED UP ABOVE ACCESSIBLE CEILING. PROVIDE COVER PLATE FOR J—BOX. SEE MANAGERS OFFICE DESK DETAIL OPROVIDE CONDUIT FROM ALL PHONE OUTLETS AT HEIGHT INDICATED TO THE TELEPHONE SYSTEM IN THE OFFICE. TELEPHONE CONDUITS SHALL HAVE A PULL WIRE INSTALLED.. STUB 3/4" CONDUIT FROM TELEPHONE OUTLET TO ABOVE FINISHED CEILING. PROVIDE INSULATED BUSHING ON CONDUIT END. CURVE CONDUIT TOWARDS DIRECTION OF TELEPHONE SERVICE. COORDINATE WITH TELEPHONE COMPANY PRIOR TO INSTALLATION. 3 MANAGER'S OFFICE WALL DETAIL % SCALE. N. T. S. OPROVIDE RECESSED SINGLE GANG JUNCTION BOX BELOW MANAGERS DESK WITH 1/2' CONDUIT W/PULLWIRE UP IN PARTITION STUBBED OUT ABOVE ACCESSIBLE CEILING FOR ALARM SYSTEM HOLD—UP PUSHBUTTON. FIELD VERIFY EXACT LOCATION W/OWNERS REPRESENTATIVE. COORDINATE WORK WITH SECURITY SYSTEM CONTRACTOR. OPROPOSED TELEPHONE BOARD LOCATION. PROVIDE TWO 2" CONDUITS TO ABOVE ACCESSIBLE CEILING. VERIFY EXACT LOCATION IN FIELD. OPROVIDE 3—SINGLE GANG BOX ROUGH —IN AT 4'—O" AFF WITH 1/2" CONDUIT W/ PULLWIRE UP IN PARTITION STUBBED OUT ABOVE ACCESSIBLE CEIUNG FOR SEPRATE SPEAKER VOLUME CONTROLS (DINING, RESTROOMS, OUTDOORS). COORDINATE WORK WITH SOUND SYSTEM SUB —CONTRACTOR. CCTV LCD MONITOR IGP-8 0 4'-0" AFF MONITOR COMM SYSTEM EQUIP. #462 ° EQUIP. #461 v PATCH CABLE - PATCH CABLE a MGR PRINTER EQUIP. #35 MGR PC EQUIP. #35 USB/PRINTER CABLE PRINTER EQUIP. #31 DRIVE-THRU REGISTER (POS) EQUIP. #30 DEDICATED GROUND POS OUTLETS IGP-30 (1) ........... (2) 5)(8 TIMER/PC MONITOR EQUIP. ° o EQUIP. #463 #460 v v PRINTER PATCH CABLE PATCH CABLE ❑7 PRINTER EQUIP. #31 REGISTER (POS) EQUIP. #30 POS SYSTEM NOTES: 1. GC ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ALL POS SYSTEM RACEWAYS, CONDUITS, AND JUNCTION BOXES FOR POS SYSTEM. PANERA TO PROVIDE WIRING AND TERMINATIONS. CONTACT: 314-984-2450 AND PRESS 1, 2, OR 3 TO SPEAK TO A PANERA REPRESENTATIVE FOR ANY POS SPECIFIC OUTLET OR WIRING QUESTIONS. 2. PROVIDE 1-1/4' C WITH TWO UNSHIELDED CATEGORY 5E LINES FROM EACH CASH REGISTER TO EQUIPMENT BOARD IN OFFICE. ONE CAT-5E PCD LINE FOR THE CASH REGISTER AND ONE FOR THE ATTACHED PRINTER. EACH WALL PLATE TO HAVE (2) RJ-45 JACKS (IN CASEWORK). ALL UNDERFLOOR CONDUIT AND ROUGH -INS BY E.C. RUN CONDUIT BELOW FLOOR OR IN CASEWORK TO NEAREST FULL HEIGHT PARTITION AS REQUIRED. RUN WIRING CONCEALED IN CABINETRY/CASEWORK. 3. PROVIDE 1' C WITH UNSHIELDED CATEGORY 5E FROM EACH MONITOR OR PRINTER TO EQUIPMENT BOARD IN OFFICE. EACH WALL PLATE TO HAVE (2) RJ-45 JACKS (IN CASEWORK). ALL UNDERFLOOR CONDUIT AND ROUGH -INS BY E.C. RUN CONDUIT BELOW FLOOR OR IN CASEWORK TO NEAREST FULL HEIGHT PARTITION AS REQUIRED. RUN WIRING CONCEALED IN CABINETRY/CASEWORK. 4, REGISTER IN REAR SERVICE LINE SHOWN NEAR PHONE/FAX SHALL BE THE PHONE-IN STATION. (EX. IF THERE ARE 8 REGISTERS, THE 8th ONE WILL BE THE PHONE-IN STATION. IF 7 REGISTERS, 7th ONE SHALL BE THE PHONE-IN STATION.) 5. THE PHONE LINE TO CASEWORK FOR CREDIT CARD CONNECTION SHALL BE INSTALLED IN 1" CONDUIT TO ALLOW FOR FUTURE CAPACITY IF ADDITIONAL PHONE LINES ARE REQUIRED. 6. POS DATA LINES SHALL BE INSTALLED IN CONDUIT SEPARATE FROM ALL POWER CONDUCTORS. 7. COMMUNICATIONS CONTRACTOR MUST TEST ALL FEEDS FOR CONTINUITY AND LABEL ALL FEEDS 8. ALL ROUGH -INS FOR EQUIPMENT 0 CASEWORK TO BE PROVIDED IN FRONT RACEWAY OF CASEWORK. ALL ROUGH -INS FOR EQUIPMENT ON REAR SERVICE LINE TO BE 046' AFF UNLESS OTHERWISE NOTED CCTV ( MANAGER PCS)(SAVVIS) HUB (SWITCH J BOX J BOX nRELAY RACK DETAIL SCALE. N.T.S. os PAT c:ROSs c EL ....... €........................? !............. POS NET N B KSWITCH) �� S/PCON IAD (LUCENT) PUTE UPS POWER SUPPLY TERIOR - PHONE — LINE PULL BOX PHONE SYSTEM POWER IGP-8 O ......... :/� SYSTEM LOCATION OF THERMOSTATS ........................... �----- '_.._. 6 EE 0 00 € E E i f i SCALE: N.T.S. L TAIL SECURITY SYSTEM POWER DUPLEX — CKT. IGP-8 SECURITY WIRE PULL BOX SECURITY SYSTEM CONTROLS (12) (13) OFFICE CABLING NOTES POS SYSTEM (1) ALL DATA DROPS FOR REGISTERS & PRINTERS WILL CONNECT INTO THE PATCH PANEL THROUGH THE 8X8X4 JUNCTION BOX SEE KEYED NOTE NUMBER 2 AND POS SYSTEM DIAGRAM AND NOTES. (2) ONE CABLE GOES FROM THE SWITCH TO THE PATCH PANEL (3) ONE CABLE GOES FROM MANAGERS PC RJ45 TO SWITCH (LOCATED TO THE LEFT OF THE RACK) (4) ONE CABLE IS CONNECTED IN THE MANAGER'S PC TO THE JACK LOCATED BY THE PC MARKED "SWITCH" ON THE OFFICE LAYOUT. (5) NETWORK SWITCH WILL BE POWERED BY THE UPS (WHICH IS PLUGGED INTO THE OUTLET BELOW IT) SAWS ROUTER (6) MANAGER'S PC WILL CONNECT TO THE RJ45 JACK DIRECTLY BESIDE IT NOTED "SAVVIS" (7) AT THE RACK. THE SAWIS ROUTER WILL CONNECT TO THE T1/PCON, THE MANAGER'S PC & CCTV (ALL LOCATED TO THE RIGHT OF THE RACK) (8) THE SAVVIS ROUTER WILL BE POWERED BY THE UPS BELOW IT. CCTV (9) THIS WILL BE LOCATED AT THE TOP LEFT AREA. (10) THE UNIT WILL CONNECT TO THE POWER & RJ-45 JACK NOTED "SAVVIS" (11) 17" FLAT PANEL MONITOR WILL BE HUNG ADJACENT WALL TO DESK, JUST IN FRONT OF THE SHELVING. ALARM SYSTEM (12) THIS DEVICE CAN BE LOCATED ANYWHERE IN THE OFFICE. THE CONNECTION IS A CAT3 LINE HARDWIRED INTO THE PHONE SYSTEM AND A POWER OUTLET. (13) IF STORES ARE PRE —WIRED, THE TECH MAY LEAVE THE LINE AT THE PHONE AREA TO PUNCH DOWN INTO THE SYSTEM. DMX MUZAK (14) LOCATED IN THE RIGHT HAND SIDE. SHELF WILL BE 14" HEIGHT AND BE HELD TIGHT TO CEILING. (15) CONNECTION IS A PHONE LINE INTO THE RJ-11 JACK PROVIDED & POWER PLUS AN AUDIO JACK RUN OVER THE PHONE SYSTEM AND PLUGGED IN (THE PHONE SYSTEM HAS THE JACK ALREADY EXISTING. SEE THE POS DIAGRAM THIS SHEET. TO POS CCTV BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDA E: 2012-01 m 1-1 W W W _Z J z z W W Lu OW a J � leg Lu 7 2 W C) 0 a 1LL ,�1ti14t1/tJ - ^ > zi w v CY) M m C;) LL. CD r J m J wwQ� Z LL 2 a. V IN N EM PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: E-43 POS DIAGRAM AND NOTES FILE: 1693-Ea4.3.dwg C PANELBOARD DESIGNATION _�_ NMI)Px _— NEW INSTALL/CPI EXIST LOCATION __ RELOCATED EXIST _120/20_VOLTS -a-PHASE 4 WIRE, SOLID NEUTRAL M AMPERE BUS WLAMPERE MAIN LUG TOP FED __ BOTTOM FED ___ FLUSH MTD —_ SURFACE MTD -- CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE o a A B C 29910 28560 128770 29810 29085 28015 25420 24735 24715 5200 4930 5050 o a BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 PANEL-M 22010 - - 400 100 - - 7900 PANEL IGP 2 3 21860 - - - - 6700 4 5 22530 - - 3 3 - - 6240 6 7 PANEL K1 19260 - - 150 Z 100 - - 10550 PANEL S 8 9 18390 - - - - 10695 10 11 17630 - - 3 3 - - 10,3851 12 13 PANEL K2 25420 - - 200 - - - -- BLANK 14 - 15 24735 - - - - - -- BLANK 16 - 17 24715 - - 3 - - - - -- BLANK 18 19 PANEL LP 5200 - - 125 - - - -- BLANK 20 - 21 4930 - - - - - -- BLANK 22 - 23 5050 - - 3 - - - - -- BLANK 24 257 LTG AND SIGN 2L890 90340 87310 86550 SUB TOTALS L = LTG OR SIGNAGE 25% LARGEST MOTOR -L710 R = RECEPTACLE DEMAND LOAD ___208.4_2_5 CONNECTED LOAD _ 264,200 M = MISCELLANEOUS H = KITCHE DEMAND AMPERES 578.5 — K = KITCHEN N NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. NOTE: MDP PANEL FACTORY WIRED BY CPI. • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP �c - REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT PANELBOARD pDESIGNATION -- guy NEW INSTALL/C-PI EXIST LOCATION __ RELOCATED EXIST 120/ GVO-VOLTS 3 PHASE 4 WIRE, SOLID NEUTRAL 2Z AMPERE BUS 225 AMPERE MAIN-- LUG TOP FED BOTTOM FED ___ FLUSH MTD —_ SURFACE MTD CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE o a A B C 2760 I 2760 2760 5365 5365 5365 920 920 650 5355 5355 5355 2655 5905 5905 4465 4430 1 4200 3900 - ff 480 o a BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 GAS RACK OVEN 530 K 12 20 Z 30 10 K 2230 FREEZER COMPRESSOR 2 3 530 2230 4 5 530 3 3 2230 6 7 PROOFER 4440 K 8 50 20 12 K 925 COOLER COMPRESSOR 8 9 4440 925 10 11 4440 3 3 925 12 13 SPARE - - - 20 1 20 12 K 920 FREEZER EVAPORATOR DOOR 14 15 SPARE - - - 20 1 2 I 1 920 16 17 SPARE - - - 20 1 1 20 12 K 650 COOLER EVAPORATOR/DOOR 18 19 COFFEE MAKER 4430 K 8 50 20 12 K 925 DOUGH COOLER COMPRESSOR 20 21 4430 925 22 23 4430 3 3 925 24 25 SOUP RETHERMALIZER 2005 K 12 20 1 20 12 K 650 DOUGH COOLER EVAP. DOOR 26 27 2005 40 8 1 K 3900 DECK OVEN 28 29 2005 3 30 31 PROOFER CONTROLS 565 K 12 20 1 _\++3900 3 3900 32 33 RACK OVEN CONTROLS 530 K 12 20 1 40 8 K 3900 DECK OVEN 34 35 PHASE LOSS POWER 300 M 12 20 1 3900 36 37 PHASE LOSS MONITOR 0 M 12 20 Z 3 3900 38 39 0 1 20 - - -- SPARE 40 41 0 3 1 20 12 K 480 HEAT TAPE 42 25420 24735 24715 SUB TOTALS L = LTG OR SIGNAGE R = RECEPTACLE DEMAND LOAD 48 770 CONNECTED LOAD 7M = MISCELLANEOUS 4 870 DEMAND AMPERES 135.4 H = KITCHEN K K = KITCHE N NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP ♦ - INDICATES THIS CIRCUIT REQUIRES GFCI BREAKER PROTECTION REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT ONE-PIECE POWER DISTRIBUTION CENTER PURCHASED FROM CAROUNA PRODUCTS. INC. (TEL. 704-364-9029) PROVIDED BY L.L.. SEE THE SUPPLIER'S SHOP DRAWINGS FOR DETAILS AND SPECIFIC INFORMATION ABOUT THE POWER DISTRIBUTION CENTER. THE POWER DISTRIBUTION CENTER CONTAINS PANELS M, KI, K2, S AND IGP. THE POWER DISTRIBUTION CENTER ALSO CONTAINS TVSS, LIGHTING CONTROLS AND TIME CLOCK. CONTACTORS AND RELAYS FOR THE CONTROLS OF INTERIOR AND THE EXTERIOR LIGHTING AND SIGNAGE. INSTALLED AND ENERGIZED BY L.L. ONE LINE DIAGRAM NOTES: T/C T/C T/C T/C T/C T/C T/C T/C T/C PANELBOARD DESIGNATION ______ NEW INSTALL/CPI EXIST LOCATION ___ RELOCATED EXIST ___ _12�208 VOLTS 3 PHASE 4 WIRE, SOLID NEUTRAL 40 MPERE BUS TI� AMPERE MAIN LUG TOP FED N_ BOTTOM FED FLUSH MTD _— SURFACE MTD CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE o a A B C 4650 43301 4330 5090 4620 4620 4620 -- -- -- o a BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 EF-1 1180 H 12 20 1 50 8 H 3470 RTU-1 2 3 EF-2 860 H 12 20 1 3470 4 5 EF-3 860 H 12 20 1 3 3470 6 7 EF-4 360 H 12 20 1U509Off5O 4 H 7290 RTU-2 8 9 D T AIR CURTAIN 530 H 12 20 17290 10 11 AIR CURTAIN 1200 H 12.20 1 7290 12 13 SPARE -- - - 20 1 8 H 5090 RTU-3 14 15 SPARE -- - - 20 15090 16 17 SPARE -- - - 20 1 3 5090 1 18 19 SPACE -- - - - - 50 8 H 4620 RTU-4 20 21 SPACE -- - - - 4620 22 - 23 SPACE -- - - - 3 \++4620 24 - 25 SPACE -- - - - - - - - -- SPACE 26 - 27 SPACE -- - - - - - - -- SPACE 28 - - 29 SPACE -- - - - - - - - -- SPACE 30 - 22010 21860 22530 SUB TOTALS L = LTG OR SIGNAGE 25% LARGEST MOTOR _1.710 R = RECEPTACLE DEMAND LOAD ___ 68,110 CONNECTED LOAD _6.400 M = MISCELLANEOUS __6H = DEMAND AMPERES 189.1 K = KITCHEN NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT PANELBOARD DESIGNATION "LF'* NEW INSTALL -AC —PI EXIST LOCATION ___ RELOCATED EXIST _120/2 VOLTS 3PHASE 4 WIRE, SOLID NEUTRAL 225AMPERE BUS 225L,MPERE MAIN LU_G___ TOP FED ___ BOTTOM FED ___ FLUSH MTD _— SURFACE MTD CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE J a A B C 2060 740 840 500 1690 1650 500 -- 360 -- -- 500 440 1600 1720 500 -- -- 1200 1 1200 -- J a BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 TRACK LIGHTS 1260 L 12 20 1 1 20 12 L 800 EXIT/EMERGENCY/NL 2 3 SPARE -- - - 20 1 1 20 12 L 740 KITCHEN/BAKERY/SERVICE LTG 4 5 REC - WINDOW DISPLAY 500 R 12 20 1 1 20 121 L 320 RESTROOMS LIGHTING 6 7 REC - WINDOW DISPLAY 500 R 12 20 1 1 20 - - -- SPARE 8 9 REC - WINDOW DISPLAY 500 R 12 20 1 1 20 12 L 1190 DINING ROOM LIGHTING 10 11 REC - WINDOW DISPLAY 500 R 12 20 1 1 20,12 L 1150 DINING ROOM LIGHTING 12 13 REC - WINDOW DISPLAY 500 R 12 20 1 1 20 - - -- SPARE 14 15 SPARE -- - - 20 1 1 20 - - -- SPARE 16 17 SPARE -- - - 20 1 1 20 12 L 360 COOLER/FREEZER LIGHTING 18 19 SPARE -- - - 20 1 1 20 - - -- SPARE 20 21 SPARE -- - - 20 1 1 20 - - -- SPARE 22 23 SPARE -- - - 20 1 1 20 12 L 500 DRIVE THRU SIGNS DIRECTIONAL 24 25 SPARE -- - - 20 1 1 20 12 L 440 EXTERIOR LIGHTING 26 27 CPI TIME CLOCK 300 M 12 20 1 1 20 12 L 1300 EXTERIOR LIGHTING 28 29 CEILING FANS 320 M 12 20 1 1 20 12 L 1400 EXTERIOR LIGHTING 30 31 SPARE -- - - 20 1 1 20 12 L 500 DRIVE THRU SIGNS 32 33 SPARE -- - - 20 1 1 20 - - -- SPARE 34 35 SPARE -- - - 20 1 1 20 - - -- SPARE 36 37 EXTERIOR SIGN 1200 L 12 20 1 1 20 - I - -- SPARE 38 39 EXTERIOR SIGN 1200 L 12 20 1 1 20 - - -- SPARE 40 41 SPARE -- - - 20 1 1 20 - - -- SPARE 42 5200 5230 5050 SUB TOTALS L = LTG OR SIGNAGE 25% LTG AND SIGN 2,890 R = RECEPTACLE DEMAND LOAD ___18.370 CONNECTED LOAD �5_480 M = MISCELLANEOUS DEMAND AMPERES _51.1 H = K = KITCHEN NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP T/C - INDICATES THIS CIRCUIT TO BE CONTROLLED BY A TIMECLOCK �c - REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT ■ - PROVIDE 10A CURRENT LIMITER AT HOME RUN CONNECTED TO TRACK. ROOF NOTE: CEILING VERIFY EXACT REQUIREMENTS WITH OVEN SUPPLIER. LL. TO PROVIDE NEW 800A, 120/208V-3PH ELECTRICAL SERVICE C/T CABINET BY L.L. —TIME CLOCK "M" PANEL PANEL — TO EXTERIOR OF TENANT SPACE INCLUDING INSTALLATION OF ANY —LIGHTING CONTACTOR PANEL REQUIRED CT'S AND METERING AND DISCONNECT AT REAR OF —PHASE LOSS MONITOR "IGP' "S" PROVIDE HEAVY DUTY RECEPTACLE ROUGH —IN FOR SPACE L.L. TO VERIFY LOCATION). SODA —TOGGLE SWITCH CONFECTION TO DECK OVEN HOOD EXHAUST 20 AMP ( ) DISCONNECT RELAYS CIRCUIT, 208V-�-1PH. (3) 12 lid 3/4" CONDUIT, PROVIDE LL. RESPONSIBLE FOR ALL WORK RELATED TO SERVICE/FEEDER SWITCH BY L.L. TWIST —LOCK TYPE QUICK DISCONNECT CONNECTION AND SUCH LL WORK SHALL BE IN ACCORDANCE WITH UTILITY CPI PANEL (PROVIDED BY [WHERE REQUIRED FOR USE WITH STANDARD DECK COMPANY REQUIREMENTS AND LOCAL CODE. L.L. SHALL INCLUDE PANEL PANEL PANEL PANERA) OVEN FAN] ALL WORK NECESSARY FOR A FULLY OPERATIONAL SYSTEM. LP K2 K1 INSTALLED BY ELECTRICAL LL. SHALL CONTACT THE ELECTRIC UTILITY CO. TO VERIFY ALL CONTRACTOR SEE CPI DRAWINGS FOR MORE DETAILS. DETAILS OF NEW SERVICE AND IS RESPONSIBLE FOR ANY FEES. —T-7 PANEL PROVIDE HEAVY DUTY RECEPTACLE ROUGH —IN FOR LL. IS RESPONSIBLE FOR A COMPLETE AND OPERATIONAL SYSTEM "MDP" CONNECTION TO EACH DECK OVEN (TYPICAL OF 2). 40 IN COMPLIANCE WITH NEC AND ALL STATE AND LOCAL CODES. AMP CIRCUIT, 208V-3PH. (4) #8 IN 1" CONDUIT.— FROM UTILITY COMPANY TRANSFORMER (BY LL.) 2�[4#600 kcmil & 11/0(G)] BY LL. PROVIDE HEAVY DUTY CORD AND PLUG (40 AMP) DECK OVEN CONNECTION AT EACH OVEN (TYPICAL OF 2). /0 CU (G) BY L.L. ONE LINE DIAGRAM SCALE: NOT TO SCALE FLOOR T/C T/C T/C T/C T/C T/C T/C T/C n N F: C` a PARTITION ♦ ♦ ♦ ♦ ♦ ♦ ♦ r d- 00 io DECK OVEN ELECTRICAL CONNECTIONS SCALE: NOT TO SCALE (ALSO AVAILABLE IN 48OV) PANELBOARD DESIGNATION 'K1_' NEW INSTALL/CF1 EXIST LOCATION __ RELOCATED EXIST ___ _1201208 VOLTS 3PHASE 4 WIRE, SOLID NEUTRAL _225 MPERE BUS —5-AMPERE MAIN LUG TOP FED —_ BOTTOM FED FLUSH MTD _— SURFACE MTD CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE J a A B C 3180 3100 1 3185 3305 1 1320 1320 4300 4820 1 3210 3000 720 1940 1930 38 1 3725 3905 3105 1 2210 180 1440 1440 J a BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 CARBONATOR PUMP SODA DISP. 1680 K 12 20 1 20 12 K 1500 SOUP STATION 2 3 BAGEL SLICER HEATED SHELVES 1600 K 12 20 1 2 1 I 1500 4 5 WATER HEATER 480 K 12 20 1 30 10 K 2705 PANINI PRESS 6 7 UNDER -COUNTER FRIG. 600 K 12 20 1 2 1 1 2705 C ICE MAHINE 8 10 9 UNDER -COUNTER FRIG. 280 K 12 20 1 20 12 K 1040 11 UNDER -COUNTER FRIG. 280 K 12 20 1 2 1040 12 13 BREAD SLICER 1180 K 12 20 1 40 8 K 3120 ESPRESSO MACHINE 14 15 TEA BREWER 1700 K 12 20 1 2 I 3120 16 17 MICROWAVE 1610 K 12 20 1 20 12 K 1600 CONVEYOR TOASTER 18 19 ICE MACHINE 1400 K 12 20 1 2 N I 1 1 1600 20 21 BAGEL SLICER 720 K 12 20 1 1 20 - - -- SPARE 22 23 UNDER -COUNTER FRIG. 550 K 12 20 1 20 12 K 1390 EGG STATION 24 25 SPARE -- - - 20 1 2 1390 26 27 DISHWASHER EXHAUST HOOD 1180 K 12 20 1 30 10 K 2705 PANINI PRESS 28 29 SALAD PREP -TOP 1020 K 12 20 1 2 1 1 2705 30 31 SANDWISH PREP TOP 1200 K 12 20 1 30 10 K 2705 PANINI PRESS 32 33 COLD BEVERAGE DISPENSER 400 K 12 20 1 2 I 1 1 2705 34 35 DISHWASHER 1440 K 12 20 1 1 20 12 K 770 BOTTLE SOFTNER RECIRC PUMP 36 37 SPARE -- - - 20 1 1 20 12 R 180 DOOR ALARM 38 39 RECEPTACLES 720 R 12 20 1 1 20 12 R 720 RTU RECEPTACLES 40 41 RECEPTACLES 1080 R 12 20 1 1 20 12 R 1080 GFI RECEPTS TOWEL DISP. 42 19260 18390 17630 SUB TOTALS L = LTG OR SIGNAGE R = RECEPTACLE DEMAND LOAD 37�255 CONNECTED LOAD __ 55 280 M = MISCELLANEOUS --- H = H.V.A.C. DEMAND AMPERES 103.4 K = KITCHEN NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP ♦ - INDICATES THIS CIRCUIT REQUIRES GFCI BREAKER PROTECTION REFER TO ONE —LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT PANELBOARD DESIGNATION *� � NEW IN/STTAALL/ M EXIST LOCATION RELOCATED EXIST ___ _120/ VOLTS --- 3PHASE 4 WIRE, SOLID NEUTRAL _100�,MPERE BUS -AMPERE MAIN __ LUG TOP FED ___ BOTTOM FED FLUSH MTD ___ SURFACE MTD CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE J a A B C 1560 1680 1920 1880 2160 2160 2160 840 960 1460 1340 600 600 680 900 J BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 2 CASH REGISTERS 1200 R 12 20 1 1 20 12 R 360 OFFICE CPU MONITOR 2 3 2 CASH REGISTERS 1200 R 12 20 1 1 20 12 R 480 FAX MACHINE 4 5 2 CASH REGISTERS 1200 R 12120 1 1 20 12 R 720 OFFICE RECEPTACLES 6 7 2 CASH REGISTERS 1200 R 12 20 1 1.20 12 R 680 SECURITY PHONE 8 9 PAGER/CHARGER/CREDIT CARD READER 1440 R 12 20 1 1 20 12 R 720 3 PRINTERS 10 11 3 MONITORS 1440 R 12 2011 1 20 121 R 720 3 PRINTERS 12 13 3) MONITORS 1440 R 12 20 1 1 20 12 R 960 4) PRINTERS 14 15 E-LEARNING PC 600 R 12 20 1 1 20 12 R 240 2 SECURITY CAMERAS 16 17 SECURITY SCREEN 180 R 12 20 1 1120 12 R 480 HME WIRELESS TRANSMITTERS 18 19 MASTER CONSOLIDATION SCREENS 360 R 12 20 1 1 20 12 M 1 100 frIENU PREVIEW BOARD CANOPY SPEAKER 20 21 PCD DRIVE THRU TIMER 540 R 12 20 1 1 20 12 M 800 CONFIRMATION BOARD 22 23 ROPE TERMINAL 600 R 12 20 1 1 20 - I - -- SPARE 24 25 DIGITAL INTERNET RECEIVER AMP 600 R 12 20 1 1 20 - - -- SPARE 26 27 SAFE 200 R 12 20 1 1 20 121 R 1 480 TABLE TRACKER SYS WIFI 28 29 FIRE ALARM PANEL 300 R 12 20 1 1 20 12 R 800 RELAY RACK POWER 130 7900 6700 6240 SUB TOTALS L = LTG OR SIGNAGE R = RECEPTACLE DEMAND LOAD 15�150 CONNECTED LOAD — 20,840 M = MISCELLANEOUS DEMAND AMPERES 42.1 - H = K = KITCHEN NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP ♦ - INDICATES THIS CIRCUIT REQUIRES GFCI BREAKER PROTECTION �c - REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT PANELBOARD DESIGNATION _W499---- NEW INSTALL/CPI EXIST LOCATION RELOCATED EXIST ___ _1201208 VOLTS 3 PHASE 4 WIRE, SOLID NEUTRAL _100--AMPERE BUS _10_O-AMPERE MAIN -_ LUG _— TOP FED —_ BOTTOM FED FLUSH MTD ___ SURFACE MTD CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE J a A B C 3170 2050 2090 1490 2090 2690 1200 1395 1020 5970 6440 1490 1020 102 1700 J BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 CARBONATOR PUMP SODA DISP. 1680 K 12 20 1 20 12 K 1490 MICROWAVE 2 3 UNDER -COUNTER FRIG. 560 K 1 12 20 1 2 1 1 1490 4 5 DRIVE THRU WINDOW 600 M 12 20 1 20 12 K 1490 MICROWAVE 6 7 SPARE -- - - 20 1 2 1490 8 9 UNDER -COUNTER FRIG. 600 K 12 20 1 20 12 K 1490 MICROWAVE 10 11 TT SOUP RETHERMALIZER 1200 K 12 20 1 2 1 1490 SPARE 12 14 13 TT SOUP RETHERMALIZER 1200 K 12 20 1 1 20 - - -- 15 SPARE -- - - 20 1 1 20 12 K 1395 BLENDER 16 17 D T SANDWICH PREP -TOP 1020 K 12 20 1 1 20 12 K 1395 BLENDER 18 19 D T SALAD PREP -TOP 1020 K 12 20 1 30 10 K 2650 D/T COFFEE MAKER 20 21 MICROWAVE FUTURE 1490 K 12 20 2 ( 2650 22 23 1490 2 - - - - -- SPACE 24 25 D T ICE MACHINE 1020 K 12 20 - - - -- SPACE 26 - 27 1020 1 2 - - - -- SPACE 28 -- 29 TEA BREWER 1700 K 12 20 1 - - - - -- SPACE 30 10550 10695 10385 SUB TOTALS L = LTG OR SIGNAGE R = RECEPTACLE DEMAND LOAD 20�770 CONNECTED LOAD __ 31 630 M = MISCELLANEOUS — - -- H = H.V.A.C. DEMAND AMPERES 57.7 K = KITCHEN NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECEIVE HANDLE LOCK -ON CLIP - INDICATES THIS CIRCUIT REQUIRES GFCI BREAKER PROTECTION REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT .3 ♦I BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 W M aM 0) CO J LL J - w Z LU LL a CD04 2 aa�w Ia- UtiN PERMIT/BID SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: E-5. 1 PANEL SCHEDULE AND ONE -LINE DIAGRAM FILE: 1693-E-5.1.dwg i l I'x i li i i 1TT—'- ELECTRICAL LEGEND POWER SYMBOL DESCRIPTION DUPLEX RECEPTACLE MOUNTED AT 15"AFF UNLESS NOTED OTHERWISE QUAD PLEX RECEPTACLE MOUNTED AT 15"AFF UNLESS NOTED OTHERWISE DUPLEX ISOLATED GROUND TYPE RECEPTACLE (IG5392CN ORANGE) MOUNTED AT 15"AFF UNLESS NOTED OTHERWISE QUAD PLEX ISOLATED GROUND TYPE RECEPTACLE MOUNTED AT 15"AFF UNLESS NOTED OTHERWISE DUPLEX GROUND FAULT INTERRUPTING TYPE RECEPTACLE ® JUNCTION BOX MOTOR CONNECTION ❑� DISCONNECT SWITCH SINGLE SECTION PANELBOARD -�}- BRANCH CIRCUIT WIRING CONCEALED ABOVE CEILING OR IN PARTITION CIRCUIT HOME RUN VERIFY NEMA CONFIGURATION REQUIRED WITH EQUIPMENT SUPPLIER COMMUNICATIONS ROUGH -IN FOR TELEPHONE VOICE LINE MOUNTED AT 15"AFF UNLESS NOTED OTHERWISE D ROUGH -IN FOR TELEPHONE DATA LINE OR DATACOM MOUNTED AT 15"AFF UNLESS NOTED OTHERWISE _T- EMPTY CONDUIT FOR TELEPHONE CABLES TO BE INSTALLED BY COMMUNICATINS SUB CONTRACTOR -p- EMPTY CONDUIT FOR DATA CABLES TO BE INSTALLED BY DATA COM SUB CONTRACTOR LIGHTING CONTROL WALL MOUNTED TOGGLE SWITCH 3-WAY WALL MOUNTED TOGGLE SWITCH SLIDING DIMMER SWITCH (LEVITON OR EQUAL) PROGRAMMABLE TIME SWITCH (TO CONTROL STOREFRONT LIGHTING CIRCUITS) ABBREVIATIONS AFF ABOVE FINISHED FLOOR J-BOX JUNCTION BOX A AMPERE KW KILOWATT AWG AMERICAN WIRE GAUGE NIC NOT IN CONTRACT CB CIRCUIT BREAKER PNL PANEL ELEC ELECTRICAL SPECS SPECIFICATIONS EXIST EXISTING SW SWITCH EQUIP EQUIPMENT TEL TELEPHONE FA FIRE ALARM TYP TYPICAL FOIC FURNISHED By OWNER, INSTALLED BY ELEC. CONTR. V VOLT G,GND GROUND W WIRE CA GROUND FAULT INTERUPTER WP WEATHERPROOF HP HORSEPOWER PH PHASE IG ISOLATED GROUND XFMR TRANSFORMER s ELECTRICAL SPECIFICATIONS 1. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS PART OF THIS SPECIFICATION. 2. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND THE MOST RECENT EDITION OF MASSACHUSETTS ELECTRICAL CODE & NATIONAL ELECTRIC CODE. 3. FURNISH ALL MATERIALS, EQUIPMENT, LABOR, & SERVICES REQUIRED FOR THE INSTALLATION OF ALL ELECTRICAL WORK & AS REQUIRED TO PROVIDE A COMPLETE & OPERABLE ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. MATERIALS SHALL BE NEW W/ MANUFACTURERS NAME PRINTED THEREON & UNDERWRITERS LABORATORY LISTED. THE SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE W/ THE DRAWINGS AND/OR SPECIFICATIONS. SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE W/ THE DRAWINGS AND/OR SPECIFICATIONS. 4. SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE OWNER'S REPRESENTATIVE FOR REVIEW. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL CONDITIONS AND SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY THE OWNER. 5. CONTRACTOR SHALL GUARANTEE WORK INSTALLED UNDER THE CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP & MATERIALS, USUAL WEAR EXCEPTED, & SHOULD ANY SUCH DEFECTS DEVELOP WAN A PERIOD OF ONE YEAR ACCEPTANCE OF THE BLDG. BY THE YEAR, THIS CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS & DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE TO THE OWNER. 6. INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS, NOR MENTIONED IN THE SPECIFICATIONS, THAT CAN BE LEGITIMATELY & REASONABLE BE INFERRED TO BELONG TO THE WORK DESCRIBED OR BE NECESSARY IN GOOD PRACTICE TO PROVIDE A COMPLETE SYSTEM, SHALL BE FURNISHED & INSTALLED AS THOUGH ITEMIZED HERE IN EVERY DETAIL. 7. NOTIFY ARCHITECT IMMEDIATELY OF POSSIBLE CONFLICTS WITH STRUCTURE, MECHANICAL, OR OTHER FEATURES. WHERE JOB CONDITIONS REQUIRE REASONABLE CHANGES IN LOCATIONS & ARRANGEMENT OF INDICATED EQUIP., CONDUIT, OUTLETS, OR WIRING, CONTRACTOR SHALL MAKE SUCH CHANGES WITHOUT COST TO OWNER. B. CONTRACTOR SHALL FILE PLANS WITH AND OBTAIN APPROVALS FROM MUNICIPAL AGENCIES. ALL PERMITS AND CERTIFICATES OF INSPECTION SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PRIOR TO FINAL BILLING. ANY FEES ASSOCIATED WITH CONSTRUCTION AND INSPECTION SHALL BE BORNE BY THE CONTRACTOR IN ORDER TO DELIVER TO THE OWNER A FINISHED BUILDING, READY FOR OCCUPANCY AND 100% OPERATION. 9. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. HE SHALL CAREFULLY EXAMINE THE EXISTING CONDITIONS AND LIMITATIONS THEREOF. HE SHALL ASCERTAIN CONDITIONS UNDER WHICH THE WORK MUST BE PERFORMED, INCLUDING THE HANDLING OF MATERIALS, SECURITY AND LIMITING FIELD DIMENSIONS. FURTHER, THIS CONTRACTOR SHALL PROVIDE FIELD VERIFICATION OF LOCATION OF POINTS OF CONNECTION TO LANDLORD'S ELECTRICAL AND TELEPHONE EQUIPMENT AND DISTANCE FROM LEASED SPACE. ANY DISCREPANCIES WITH THE CONSTRUCTION DOCUMENTS DISCOVERED AS A RESULT OF THE AFOREMENTIONED FIELD SURVEY, SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, PRIOR TO COMMENCING ANY WORK. ANY ADDITIONAL COSTS RESULTING FROM CONTRACTOR'S FAILURE TO DO SO SHALL BE HIS RESPONSIBILITY AND SHALL BE BORNE BY HIM. 10. ANY DEVIATION FROM PLANS WITHOUT PRIOR APPROVAL OF THE ARCHITECT SHALL BE CAUSE FOR THE REJECTION OF MATERIALS AND/ OR METHODS, AND ANY COST INCURRED TO CORRECT SUCH DEVIATION TO THE SATISFACTION OF THE A/E SHALL BE BORNE BY THE CONTRACTOR. 11. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR, BECAUSE OF DIFFICULTIES ENCOUNTERED, WILL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORSEEN HAD PROPER EXAMINATION BEEN MADE. 12. ANY COSTS INCURRED DUE TO LACK OF COOPERATION AMONG THE TRADES SHALL BE BORNE BY THE CONTRACTOR. 13. CONTRACTOR SHALL SUBMIT 6 COPIES OF SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR APPROVAL FOR ALL EQUIPMENT AND DEVICES INSTALLED.THERE WILL BE NO DRAW UNTIL SHOP DRWGS. HAVE BEEN SUBMITTED & REVIEWED BY ARCH./ENGR.. 14. THE EQUIPMENT ROUGH -INS AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT 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 SUB- SEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. 15. PLAN & INSTALL WORK IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, & KEEP OPENINGS & PASSAGEWAYS CLEAR, 16. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES; AN ACCURATE RECORD OF ALL WORK AS ACTUALLY INSTALLED. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS AUTHORIZED, SHALL TURN OVER TO THE OWNER'S REPRESENTATIVE A RECORD SET OF PRINTS SHOWING THESE CHANGES. 17. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK HEREIN SPECIFIED. ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE COREBORED, SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST 2" AFF. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN FIRE RATING. 18. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIR. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE SECURED TO THE BUILDING STRUCTURE, NOT TO PIPING OR DUCTWORK. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE RUN IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES AND SEPARATED AT LEAST 3" FROM WATER LINES WHEREVER THEY RUN ALONG SIDE OR ACROSS SUCH LINES. 19. EVERY PART OF THE INSTALLATION SHALL BE TESTED, OPERATED AND LEFT IN PERFECT WORKING ORDER. TEST ALL WIRES AND CABLES INSTALLED UNDER THIS CONTRACT WITH A 1,000 VOLT MEGOHM METER. ANY READINGS THAT ARE LOWER THAN REQUIRED BY GOOD PRACTICE OR APPLICABLE CODES, PROMPTLY REPLACE THE MATERIALS OR EQUIPMENT INVOLVED. SHOULD TESTING REVEAL ANY OTHER DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN TESTS UNTIL THE ENTIRE INSTALLATION IS SATISFACTORY IN ALL RESPECTS. 20. ALL ITEMS IN THE NOTES, SCHEDULES AND LEGEND MAY NOT NECESSARILY APPEAR ON THESE DRAWINGS. 21. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR THE EQUIPMENT HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE BUILDING FOR OCCUPANCY. 22. GUARANTEE: CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE PROJECT BY THE OWNER. IT IS UNDERSTOOD BY HIS ACCEPTANCE OF THE CONTRACT THAT THIS CONTRACTOR WILL MAKE GOOD ANY AND ALL WORK WHICH IN ANY WAY HAS BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WORKMANSHIP FOR ANY CAUSE OTHER THAN ORDINARY WEAR AND TEAR. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. 23• THE CONTRACTOR, BEFORE FINAL ACCEPTANCE BY THE OWNER WILL BE GRANTED, SHALL CLEAN ALL LIGHTING FIXTURES, DEVICE PLATES, SERVICE FITTINGS AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT. HE SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR REVISED SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE COMPLETED. 24. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL VERIFY VOLTAGE OF MECHANICAL EQUIPMENT AND FLUORESCENT FIXTURE BALLASTS, PRIOR COMMENCING ANY WORK. NO REMOVALS SHALL BE MADE WITHOUT OWNER'S APPROVAL. ALL EXISTING EQUIPMENT, MATERIALS, ETC. THAT ARE NOT TO BE REUSED SHALL BE REMOVED COMPLETELY AND DISPOSED OF BY THIS CONTRACTOR. 25. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY, PRIOR TO ANY INDIVIDUAL CIRCUIT'S INSTALLATION, TO VERIFY WITH ALL OTHER TRADES CONCERNED THAT THE CIRCUIT WITH DEVICES AS DRAWN IS ADEQUATE IN SIZE AND MAKE-UP FOR THE MECHANICAL AND/OR KITCHEN EQUIPMENT TO BE INSTALLED. IF ANY CONFLICT IN VOLTAGE, PHASE OR LOAD IS ENCOUNTERED WHICH WOULD ALTER THE CIRCUIT SIZE, THIS CONTRACTOR SHALL NOTIFY THE ENGINEER OR OWNER IMMEDIATELY. FAILURE TO DO SO SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT CIRCUIT CHANGE DIRECTLY UPON THE CONTRACTOR. 26. REFER TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF THER- MOSTATS, UNITS AND OTHER SPECIAL EQUIPMENT. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL CONDUITS JUNCTION BOXES AND DISCONNECT SWITCHES, THERMOSTAT AND CONTROL WIRING. 27. THIS CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY POWER AND SHALL PAY THE COST FOR THE UTILITY CONNECTION AND SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE TEMPORARY WORK AND FOR THE REMOVAL OF SAME. CONTRACTOR SHALL PAY ALL UTILITY CHARGES IN CONNECTION WITH THE TEMPORARY POWER. CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL POWER EQUIPMENT USED ON THE PREMISES DURING CONSTRUCTION. 28. GENERAL SCOPE OF WORK CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT AND FEES REQUIRED TO COMPLETELY INSTALL, TEST AND PLACE THE HEREIN SPECIFIED EQUIPMENT, COMPONENTS, CONTROLS, AND SYSTEMS IN SERVICE. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING ALL PANELS AND COMPLETE BRANCH CIRCUIT WIRING SYSTEM TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION COMPLETE LIGHTING FIXTURE INSTALLATION COMPLETE UTILITY MOTOR WIRING SYSTEM (EXCEPT AS NOTED) COMPLETE TELEPHONE CONDUIT SYSTEM INCLUDING CONDUIT FROM POINT OF CONNECTION TO UTILITY COMPANY SERVICE AND ALL TERMINAL DEVICES, BOXES, CONDUIT, PLATES, ETC. PROVISIONS FOR FIRE ALARM SYSTEM AS REQUIRED BY CODE WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION TESTING OF ALL ELECTRICAL EQUIPMENT WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF PROJECT CLOSE-OUT 29. ELECTRICAL SERVICE PROVIDE ELECTRICAL AS INDICATED ON THE DRAWING. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE POWER COMPANY. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY FOR INSTALLATION OF METERING. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE AVAILABLE SHORT CIRCUIT CURRENT AT THE SUPPLY TERMINALS FROM THE POWER COMPANY &/OR MALL/SHOPPING CENTER POWER SOURCE. THE SERVICE EQUIPMENT SHALL MEET OR EXCEED THIS RATING PER N.E.C. 30. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE UTILITY COMPANY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES. COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT FOR TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. PROVIDE INTERIOR TYPE 4-D PLYWOOD 24" X 24" TO SERVE AS TELEPHONE TERMINAL BOARD. 31. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. A GOOD MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED GROUNDING CONNECTORS. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL LOCAL, STATE AND NEC CODES AND REGULATIONS. PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY IN ACCORDANCE WITH ALL CODES. MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250, TABLE 250-94 OF THE NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO PROTECT GROUND WIRE FROM DAMAGE TO AN AREA 6 FT. ABOVE FLOOR. MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM. GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES. GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LINE. GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON-METALLIC CONDUIT 32. IF REQUIRED: PROVIDE DRY -TYPE TRANSFORMER WHICH SHALL BE ENCLOSED, VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE DRAWING AS MANUFACTURED BY SQUARE-D OR EQUAL TRANSFORMER SHALL HAVE A MINIMUM OF 150 DEGREE, CLASS H INSULATION AND A MINIMUM OF (4) 2-1/2% TAPS BELOW AND (2) 2-1 /2% TAPS ABOVE RATED PRIMARY VOLTAGE. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY 33. LIGHTING FIXTURES: THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECIFIED FOR EACH LIGHTING OUTLET SHOWN WITH COMPLETE LAMPS OR TUBES. ALL FIXTURES SHALL BE HUNG AND MOUNTED IN PLACE, PROPERLY WIRED, TESTED AND LEFT READY FOR OPERATION. CONTRACTOR SHALL VERIFY LOCATION OF ALL PARKING LOT LIGHTS, MONUMENT SIGNS, AND PYLON SIGNS ON INDIVIDUAL SITE PLAN. 34. PANELBOARDS AND BREAKERS SHALL BE BY SQUARE-D OR EQUAL PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE PHASES. PANELBOARDS SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PLASTIC COVER AFFIXED TO THE INSIDE DOOR. ALL PANELBOARDS AND EMERGENCY LIGHTING DISCONNECT SWITCHES SHALL BE LABELED WITH RESPECT TO THEIR TITLE, VOLTAGE AND PHASE; I.E. PANEL "A" 120 208 30. LABEL SHALL BE PHENOLIC PLASTIC WITH WHITE LETTERS AND BLACK BACKGROUND. LABELS SHALL BE PERMANENTLY FIXED TO THE EQUIPMENT. 35. LIGHTING PANELBOARD SHALL BE 3-PHASE, 4-WIRE DISTRIBUTED PHASE TYPE W/SOLID NEUTRAL GROUND LUG, GROUND BUS AND ALL BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC WITH ALL TWO OR THREE POLE BREAKERS HAVING COMMON TRIP. CIRCUIT BREAKERS SHALL BE RATED FOR MINIMUM 10,000 AMP SYMMETRICAL SHORT CIRCUIT CURRENT AT 120/208V. CIRCUIT BREAKERS SERVING LIGHTING CIRCUITS SHALL BE RATED FOR SWITCH SERVICE. 36. WIRING DEVICES: WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE GENERAL DUTY, FLUSH, TOGGLE SWITCHES; SPECIFICATION GRADE, 20A, 120/277V, WITH SCREW TERMINALS: MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS & SEYMORE, OR LEVITRON. GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2-POLE, 3-WIRE GROUNDING TYPE, SPECIFICATION GRADE, 20A, 125V, NEMA 5-20R UNLESS OTHERWISE INDICATED. MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON. GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE GENERAL DUTY, DUPLEX RECEPTACLES, GROUND FAULT CIRCUIT INTERRUPTER, FEED - THROUGH TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON A SINGLE CIRCUIT, GROUNDING TYPE UL-RATED CLASS A, GROUP 1, 20A, 120V, 60 HZ; WITH SOLID-STATE GROUND FAULT SENSING AND SIGNALING; WITH 5 MILLIAMPERES GROUND - FAULT TRIP LEVEL; IN NEMA 5-15R CONFIGURATION. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS & SEYMORE, OR LEVITRON. DUPLEX ISOLATED GROUND TYPE RECEPTACLE SHALL BE 2-POLE, 4-WIRE, 15A STRAIGHT BLADE DEVICE WITH SEPARATE ISOLATED GROUND AND BUILDING GROUND CONNECTIONS, IN NEMA 5-15R CONFIGURATION, AS MANUFACTURED BY HUBBELL IG-5362. WIRING DEVICE ACCESSORIES INCLUDING ALL WALL PLATES SHALL BE PROVIDED AT EACH DEVICE. WALL PLATES SHALL BE SAME COLOR AS DEVICE AND MANUFACTURED AS A COMPANION TO THE DEVICE ANY ELECTRICAL OUTLETS WITHIN 6 FEET OF A SINK SHALL BE GFI PROTECTED. PROVIDE EITHER INDIVIDUAL GFI DEVICES OR GFI CIRCUIT BREAKERS, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS OR SCHEDULES. PROVIDE A 120 VOLT RECEPTACLE WITHIN 25 FEET OF ALL HVAC EQUIPMENT ON THE ROOF. ALL EXTERIOR RECEPTACLES AND DEVICES SHALL BE WEATHERPROOF ELECTRICAL DEVICES, DISCONNECT SWITCHES, ETC. SHALL BE SUPPORTED INDEPENDENT OF & ISOLATED FROM EQUIP. VIBRATIONS. 37. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON -FUSED AS REQUIRED BY CODE OR SHOWN ON DRAWING. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE-D, GENERAL ELECTRIC, OR EQUAL FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE AND AMPACITY DESIGNED TO PROTECT SYSTEM AGAINST AVAILABLE SHORT CIRCUIT FAULT CURRENT. 38. COORDINATE ALL EQUIP. CONNECTIONS W/ EQUIP. SUPPLIER PRIOR TO ROUGH -IN. PROVIDE ADDITION FUSED DISCONNECT SWITCHES & CONTROLS IF OVERCURRENT PROTECTION OR CONTROLS ARE NOT INTEGRAL W/ UNITS. ALL ELECTRICAL EQUIP. ON ROOF OR OUTSIDE THE BLDG. SHALL BE IN NEMA-3R OR NEMA-4 ENCLOSURES. ALL EQUIP. SHALL BE FUSE SIZED PER MANUF. RECOMMENDATIONS & U.L APPROVAL. ALL VIBRATING EQUIP. CONN. SHALL BE SEAL TYPE FLEX, 30" MAX. STARTERS AND RELATED WIRING SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR. OVERLOAD UNITS SHALL BE INSTALLED AS PER NAME PLATE DATA ON EQUIPMENT. EXCEPT FOR SUCH ITEMS AS ARE NORMALLY SUPPLIED WITH STARTERS INSTALLED (HVAC UNITS, DISH- WASHERS ETC.) AT THEIR POINT OF MANUFACTURE, ALL STARTERS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR WILL MOUNT ALL SUCH STARTERS, AS DIRECTED, FURNISHING SUPPORTING STRUCTURES WHERE NECESSARY. ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE A DISCONNECT SWITCH AT EACH PIECE OF EQUIPMENT. FURNISH FUSED DISCONNECTS AS REQUIRED BY N.E.C. FULL LOAD AMPS (FLA) SIZES ARE BASED ON SPECIFIED EQUIP. DATA. CONTRACTOR SHALL VERIFY NAMEPLATE FLA OF EQUIP. SUPPLIED & COORDINATE ACCORDINGLY PER EQUIP. SUPPLIERS RECOMMENDATIONS. 39. CONDUIT SHALL BE STANDARD STEEL, RIGID, IMC OR EMT (THIN WALL) ACCORDING TO LOCAL CODE ALL CONDUIT & J-BOXES SHOWN SHALL BE CONCEALED WHEN POSSIBLE. WHEN NOT POSSIBLE, CONDUIT & J-BOXES MAY BE SURFACE MOUNTED W/ PERMISSION OF THE ARCHITECT. INSULATE ALL CONDUIT PASSING THROUGH WALK-IN COOLER, FILL AROUND CONDUIT WITH DUCT -IN SEAL WHERE IT PASSES THROUGH COOLER WALL OR CEILING. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY ROUTING IN CEILING SPACE. NO EXTERIOR CONDUIT WILL BE ACCEPTED, UNLESS OTHERWISE NOTED. PAINTING OF ELECTRICAL CONDUITS, ETC. IF REQUIRED, WILL BE BY THE GENERAL CONTRACTOR. 40. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL REQUIRED FOR SERVICE, CONSTRUCTED OF GALVANIZED STEEL WITH SNAP -ON COVERS, WITH 1/8" MOUNTING SCREW KNOCKOUTS IN BASE APPROXIMATELY 8" O.C. PROVIDE FITTINGS INDICATED WHICH MATCH AND MATE WITH RACEWAY. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING SUITABLE FOR PAINTING. 41. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED STEEL JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE AND SIZE. 42. ALL FEEDERS & BRANCH CIRCUITS SHALL BE THHN/THWN (90' C). DESIGN IS BASED ON COPPER CONDUCTORS & ALL BRANCH CIRCUIT WIRING SHALL BE COPPER. ALL WIRING SHALL BE IN CONDUIT OR MC TYPE. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ADDITIONAL CONDUCTOR SPECIFICATIONS: #10 AND SMALLER - SOLID WITH SINGLE BRAID. # 8 AND LARGER - STRANDED WITH AT LEAST DOUBLE BRAID. MINIMUM WIRE SIZE SHALL BE #12 (#14 MAY BE USED FOR CONTROLS) WIRES SHALL BE COLOR CODED IN KEEPING WITH NEC STANDARDS PROVIDE IMC FOR FEEDER CONDUIT WHERE INSTALLED ABOVE GRADE. FITTINGS SHALL BE STEEL, THREADED, SET SCREW TYPE W/ INSULATED THROATS. FURNISH EMT CONDUIT OR BX OR MC FOR INTERIOR WIRING NOT SUBJECT TO PHYSICAL DAMAGE, MIN. CONDUIT SIZE SHALL BE 1/2 UNLESS SPECIFICALLY NOTED OTHERWISE. CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE & SHALL RUN PARALLEL OR PERPENDICULAR TO BLDG. WALLS OR CEILING. PVC SCHEDULE 40 CONDUIT MAY BE USED FOR UTILITY FEEDERS WHERE BURIED UNDERGROUND. SEE ADDITIONAL RATES ON ELECTRICAL SERVICE SCHEMATIC. A SEPARATE GREEN INSULATED EQUIP. GROUNDED CONDUCTOR (BOND) SHALL BE INSTALLED W/IN EVERY RACEWAY. WIRING SHOWN IN THE PANEL SCHEDULE IS THE MINIMUM REQUIRED. RUNS IN EXCESS OF 90'-0" (ONE WAY) SHALL BE SIZED PER THE N.E.C. MAXIMUM 2% V.D. 43. TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS & MEGGAR TEST FEEDERS & BRANCH CIRCUIT WIRING. INSURE LOW IMPEDANCE GROUND PATH SYSTEM. 44. FINALLY: IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING IS APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY DEVICES BEFORE THEY ARE INSTALLED WITHOUT ANY ADDITIONAL COSTS. GROUND ABOVE DUPLEX RECEPTACLE 0 37" AND BELOW DUPLEX RECEPTACLE 0 38" AND ABOVE GROUND BELOW RECEPTACLE GROUND LOCATION DETAIL SCALE: 1 /4" = 1 �-0" 1 BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 L W Q w 0 W z J � z z W W LU O tE W a 8 V � 7 W 0 m g0%I.111ri 0 �R'401 4U # 0 O W co : ';'i I W W cM m 0 ILL J J W W J Q = Z L.L (!) Q a.UtiN Q 04 ,t a. PERMIT/BID SET ISSUED 10.17.12 ................... _.............. ..... .............. ...... .................. .......... _o Cn ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: E-5.2 ELECTRICAL SPEC, NOTES, AND DETAILS FILE: 1693-E-5.2.dwg NOTE: SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL INFORMATION ON FIXTURE LOCATIONS. SEE SHEET ES-2 FOR ENLARGED PLAN OF DRIVE THRU KEYED NOTES: OPROVIDE ROUGH -IN AND FINAL CONNECTION TO MONUMENT/DRIVE THRU DIRECTIONAL SIGNAGE. VERIFY REQUIREMENTS WITH CIVIL AND SIGN PROVIDER IN FIELD. O2 CIRCUIT VIA LIGHTING CONTACTOR AND TIME CLOCK/PHOTOCELL FURNISHED WITH CPI PANEL. COORDINATE WITH CPI REPRESENTATIVE. e ELECTRICAL DRIVE-THRU & LIGHTING SITE PLAN SCALE. 3/32"=1'-O" I BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012 01 W p�� i W w Z J z Z W w W o 7 wwl U LL a W Lo cM M Q m co Cr) 0 E' J u Q m J_ WLLJa Z LL Q Q N a CLUtiN e I nk1 � PERM IT5,"BI D SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: ES-1 ELECTRICAL DRIVE-THRU & LIGHTING SITE PLAN FILE: 1693-ES-1.dwg I 1 , .. _ _ Au ,...l In . .. i,. .iI AIII I I I I I —r_ I .. rol ,s oj 1" CONDUIT FOR POWER TO SPEAKER POST/CANOPY/PREVIEW BOARD - IGP-20 40 JBOX FOR POWER CONNECTION TO PREVIEW BOARD 1" CONDUIT FOR POWER—, TO SPEAKER...FOS.T/CAM 1" CONDUIT FOR POWER EXTEND POWER CIRCUIT IGP-20. EXTEND CONDUIT 6" ABOVE CEILING. I DATA CABLES ARE CONNECT TO POS SYSTEO. EXTEND POWER CIRCUIT IGP-22. PROVIDE ROUGH -IN AND: FINAL CONNECTI, CAMERA SHOWN. VERIFY: CAMERA REQUIRE WITH OWNER/CAMERA ;PROVIDER IN FIELD. SHEET E-2.2 FOR CIRNTING. 1" CONDUIT FOR POWER TO CONFIRMATION BOARD - IGP-22 1" CONDUUT FOR DATA TO CONFIRMATION RnARD k SPEAKER POST (2 CABLES) _,,,,.,__.._ ........_...._ ., .. .. � ,. ......................... , ..... .. BOARb-,(1 CAB ......... , .h..... ..,�. 44`JBOX FOR DATA I r� MENUBOARD & SPCA ; { �................................... , I ✓ $ 4x4 JBOX FORDETECTOR r^ k i .�.._._._._. _. COf�NfEl•��DE11=CTdR _......... __--- _------------------- __.............. _............. .................. ........................ .LOOP TO, JBOX',... ,' 41 2. LOOP DETECTOR 6' LEAD NOTE: SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL INFORMATION ON FIXTURE LOCATIONS. ENLARGED ELECTRI % SCALE: 1/4'L=V-0" L DRIVE-THRU KEYED NOTES: OTHREE (3) INDIVIDUAL 1" CONDUIT STUBBED TO THE MENU BOARD. COORDINATE ROUTING OF CONDUITS TO DRIVE THRU BUMP OUT AREA AS REQUIRED. OEXTEND LOOP DETECTOR TO J-BOX IN WALL CONDUIT FROM J-BOX SHALL EXTEND ABOVE CEILING. 6" ABOVE CEILING, CONDUIT FROM JBI EXTEND LOOP DIET TO JBOX IN WALL I TE PLAN(;N) BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012-01 ��1�til1)pJ� .' xn � o Kok: • V t z 9 gydJp� "Y a W M m CF) U- QJ r m J J / 0+ J = W UJ Q Z Q N C U tiN PERM RM k T 3 K SET ISSUED 10.17.12 ISSUE DATE: 10.17.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. LanceWillis CPM: Pete Ott SHEET NO: ES-2 ENLARED ELECTRICAL DRIVE-THRU SITE PLAN FILE: 1688-ES-2.dwg ti J, Cn. I a