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Nonbearing Wall Rating -- 2 HR 6 c FE -, { C ,... E t r I II i I I L L . L+Sr Irl ..{Jl h), - , I ,, +I1 f I t -- ___'p I iI FFr'_ I N W I -11r, _ �1 _ I G1 Ur1 i” 7 Q. 'i '".Illlcl j �--� 1 ;4 I 1 til' LI ) d , 1-4.._T_.4__ 11 1, � ._...._: 1 i IiT . a I ' I ire, i' I 1, -- ---- - ---- -F; , � , r ra, :_� i � �,I.. 11 rl �Iti; >. I _ I i did' [`%:1 11 r I I II f1. _. 1...._ ,, i, -. 11 , - I: r 7 �,�-, G _ FE _. CILLI I" -------------------- -- d u 1 II r I , :: L ] S .-'::_ i4 rx ri.:" f a /^ �:,lp 1 11 j : I d '---- 1 �� �I a oD 'I.,. t....._, I �' 'lam' �_ I -y .1 �, is ..J I.., iW i l ,:� (. , ��: ,i t )a �, - fa, I4 p1 =1 f jj -- 1 1. _.J _, 41 X41 , Y d 1 i M-- — — —, -- — —, :F —1 I, 26' l �7, I. M4 I -1 C�14 I . —I -- -- -'--- -- -- ---,--- ------ - -- �I -[ r> FE �a � CAa1 r e - s U. rz ' f 1 03 - —_ C-_- - --- -- - --=- F E f 1t:° 1 __!_--. _s i;_; I,f F+" - I _� P .'I r, _ _� 11 L, _L_ 1 - -__- . yy -- -' I f'r' '' �' 1. 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" : . . . .. , .: ✓ Q a xi . 0 � � � [ . I., ... . �'. T . " : ll - . ... . '.. j/ . : . I .�, � �� V-1 1 ( HORIZONTAL SECTION 'I. Concrete Blocks --- Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligiible manufacturers. 2. Mortar -- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volL.nrne) and not more than 50 percent hydrated lime (by cement volume). \vertical joints staggered. 3. Portland Cement 'stucco or Gypsum Plaster --- Add 1/2 hr to classification if used. Where combustible mermber-s are framed in wall, plaster or stucco must be applied on the farce opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotaary Kiln Process), water repellant vermiculite masonry fill insulation, car silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* --- (Optional -Not Shown) -- 1-1/2 in. thick max, 4 ft wide sneathing attached to concrete bloclks (Item THE DOW CHEMICAL CO -- Type Thermax *Bearing the UL Classification Mark Ilr-v nrrn-r1=C1 h, 1' :�' k , I\ L_ 1 I V 'k,/ I L._ aJ 0 WALL HUNG FIRE EXTINGUISHER SURFACE MOUNT IN SHOP AREA AND PARTS. RECESS EXTINGUISHER CABINETS ALL OTHER AREAS. 0 CMU WALL WITH 1 HR. RATING. 0 FUSIBLE LINK SHUTTER (1) HR. RATED. L_.d I L. 0 M I L. I I [_ LM I u I %J V I L_- 0 1. SEE SHEET FA'I.0 FOR FIRE ALARM PLAN & SPECS 2. SEE ELECTRIC LIGHTING PLANS FOR LOCATION OF Eiv1ERGENCY LIGHTING AND EXIT SIGNS LIFE SAFETY PLAN LEGEND I 0 & mmmmummmom FE �j RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 2A:10BC DR`( CHEMICAL FIRE EXTINGUISHER MOUNTED 3'-6" A.F.F. FIRE EXTINGUISHER CABINET TO BE "LARSON" RECESSED AL -C -2409--R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING, FIRE EXTINGUISHER ON HOOK, MTD 3'-6" A.F.F. TO HOOK (60B: C °moo SMOTHERING NON -CONDUCTIVITY EXTINGUISHER IN SERVICE BAYS) (5 LB. FE ABC TYPE 2A:1OBC DRY CHEMICAL FIRE EXTINGUISHER IN PARTS DEPT.) 11 MEZZANINE L I FE SAFETY PLAN 15 y SCALE: 1/8"= I' -O" AUTOMATIC FIRE SPRINKLER & FIRE CODE REQUIREMENTS AUTOMATIC FIRE SPRINKLER SYSTEM COMPLYING WITH NEPA 13 REQUIREMENTS SHALL BE PROVIDED FOR ENTIRE BUILDING, ENGINEERED FIRE SPRINKLER DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, ARCHITECT, BUILDING DEPARTMENT AND FIRE MARSHAL FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL. FLORIDA ADMINISTRATIVE CODE SECTION 61G15 REQUIREMENTS: THE FIRE SYSTEM SPRINKLER DESIGN SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE SECTION c 61t,1a. THE PERMIT SUBMITTAL DRAWINGS AND SHOP DRAWINGS SHALL LIST THE FOLLOWING F.ArC. SECTION 61G'15-32.004 CODE DESCRIPTION, AND PROVIDE DESCRIPTION OF HOW EACH ITEM IS TO BE RESOLVED. FOLLOWING IS THE FLORIDA ADMINISTRATIVE CODE SECTION: 610'15-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS. 1 WATER BASED FIRE PROTECTION -SYSTEMSTEMr INCLUDE, DE BUT T ARE NOT LIMITED TO AUTOMATIC SPRINKLER SYSTEMS 0F WET DRY, FINE WATER SPRAY(MIST) MANUAL, L AND DELUGE VALVE CONTROLLED O LLEn TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINS AND DEDICATED FIRE PROTECTION WATER SOURCES. (2) TO ENSURE MINIMUM DESIGN QUALITY TO FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN APPLICABLE: (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY SECTION 633.021(18), '- (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS, (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY, (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED TEST OR SUPPLIED INFORiv1ATION, TEST ELEVATION, STATIC GAUGE PRESSURE TO NO FLOW, FLOW RATE WITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY 14VITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE MEASURES. (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS, (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM TESTING PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPOVAL AND DOCUMENTATION. FIRE SPRINKLER REQUIREMENTS: 1. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES AND FOUR (4) FEET TO THE REAR OF ALL FIRE HYDRANTS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 2. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 -1/2) FEET TO THE FRONT AND BOTH SIDES OF ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED, (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 3. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ACCUMULATE ON THE CONSTRUCTION SITE. THE MINIMUM FIRE FLOW SHALL BE NOT LESS THAT 500 GPM. HIGHER FLOW REQUIREMENTS MAY BE REQUIRED ACCORDING TO THE DENSITY OF THE APPROVED PROJECT, (NFPA 241-8.7.2.-I) 4. TAMPER SWITCHES SHALL BE INSTALLED ON THE OS & Y VALVES AT THE BACKFLOW PREVENTOR. COORDINATE WITH THE FIRE ALARM COMPANY TO FACILITATE INSTALLATION. 5. ALL, FIRE BARRIERS/PARTITIONS, SHALL BE IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE FIRE MARSHAL. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING, AND IN CONCEALED SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS "FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS" IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT BITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE All �OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. z -i 111l: .1- S ', .J4 J J ,1 \ ','j` I,-- in,-,. I, ('^J—T FE F^1,, 11, � , /; / 'I" I,I -1 ...... .......1 =r - - — - 6 --- 1 . 1 .1 * . , - , : 0 0 , I : .. # a. I . I I . I , , . I " " =:'! " : . . . .. , .: ✓ Q a xi . 0 � � � [ . I., ... . �'. T . " : ll - . ... . '.. j/ . : . I .�, � �� V-1 1 ( HORIZONTAL SECTION 'I. Concrete Blocks --- Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligiible manufacturers. 2. Mortar -- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volL.nrne) and not more than 50 percent hydrated lime (by cement volume). \vertical joints staggered. 3. Portland Cement 'stucco or Gypsum Plaster --- Add 1/2 hr to classification if used. Where combustible mermber-s are framed in wall, plaster or stucco must be applied on the farce opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotaary Kiln Process), water repellant vermiculite masonry fill insulation, car silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* --- (Optional -Not Shown) -- 1-1/2 in. thick max, 4 ft wide sneathing attached to concrete bloclks (Item THE DOW CHEMICAL CO -- Type Thermax *Bearing the UL Classification Mark Ilr-v nrrn-r1=C1 h, 1' :�' k , I\ L_ 1 I V 'k,/ I L._ aJ 0 WALL HUNG FIRE EXTINGUISHER SURFACE MOUNT IN SHOP AREA AND PARTS. RECESS EXTINGUISHER CABINETS ALL OTHER AREAS. 0 CMU WALL WITH 1 HR. RATING. 0 FUSIBLE LINK SHUTTER (1) HR. RATED. L_.d I L. 0 M I L. I I [_ LM I u I %J V I L_- 0 1. SEE SHEET FA'I.0 FOR FIRE ALARM PLAN & SPECS 2. SEE ELECTRIC LIGHTING PLANS FOR LOCATION OF Eiv1ERGENCY LIGHTING AND EXIT SIGNS LIFE SAFETY PLAN LEGEND I 0 & mmmmummmom FE �j RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 2A:10BC DR`( CHEMICAL FIRE EXTINGUISHER MOUNTED 3'-6" A.F.F. FIRE EXTINGUISHER CABINET TO BE "LARSON" RECESSED AL -C -2409--R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING, FIRE EXTINGUISHER ON HOOK, MTD 3'-6" A.F.F. TO HOOK (60B: C °moo SMOTHERING NON -CONDUCTIVITY EXTINGUISHER IN SERVICE BAYS) (5 LB. FE ABC TYPE 2A:1OBC DRY CHEMICAL FIRE EXTINGUISHER IN PARTS DEPT.) 11 MEZZANINE L I FE SAFETY PLAN 15 y SCALE: 1/8"= I' -O" AUTOMATIC FIRE SPRINKLER & FIRE CODE REQUIREMENTS AUTOMATIC FIRE SPRINKLER SYSTEM COMPLYING WITH NEPA 13 REQUIREMENTS SHALL BE PROVIDED FOR ENTIRE BUILDING, ENGINEERED FIRE SPRINKLER DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, ARCHITECT, BUILDING DEPARTMENT AND FIRE MARSHAL FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL. FLORIDA ADMINISTRATIVE CODE SECTION 61G15 REQUIREMENTS: THE FIRE SYSTEM SPRINKLER DESIGN SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE SECTION c 61t,1a. THE PERMIT SUBMITTAL DRAWINGS AND SHOP DRAWINGS SHALL LIST THE FOLLOWING F.ArC. SECTION 61G'15-32.004 CODE DESCRIPTION, AND PROVIDE DESCRIPTION OF HOW EACH ITEM IS TO BE RESOLVED. FOLLOWING IS THE FLORIDA ADMINISTRATIVE CODE SECTION: 610'15-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS. 1 WATER BASED FIRE PROTECTION -SYSTEMSTEMr INCLUDE, DE BUT T ARE NOT LIMITED TO AUTOMATIC SPRINKLER SYSTEMS 0F WET DRY, FINE WATER SPRAY(MIST) MANUAL, L AND DELUGE VALVE CONTROLLED O LLEn TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINS AND DEDICATED FIRE PROTECTION WATER SOURCES. (2) TO ENSURE MINIMUM DESIGN QUALITY TO FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN APPLICABLE: (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY SECTION 633.021(18), '- (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS, (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY, (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED TEST OR SUPPLIED INFORiv1ATION, TEST ELEVATION, STATIC GAUGE PRESSURE TO NO FLOW, FLOW RATE WITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY 14VITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE MEASURES. (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS, (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM TESTING PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPOVAL AND DOCUMENTATION. FIRE SPRINKLER REQUIREMENTS: 1. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES AND FOUR (4) FEET TO THE REAR OF ALL FIRE HYDRANTS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 2. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 -1/2) FEET TO THE FRONT AND BOTH SIDES OF ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED, (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 3. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ACCUMULATE ON THE CONSTRUCTION SITE. THE MINIMUM FIRE FLOW SHALL BE NOT LESS THAT 500 GPM. HIGHER FLOW REQUIREMENTS MAY BE REQUIRED ACCORDING TO THE DENSITY OF THE APPROVED PROJECT, (NFPA 241-8.7.2.-I) 4. TAMPER SWITCHES SHALL BE INSTALLED ON THE OS & Y VALVES AT THE BACKFLOW PREVENTOR. COORDINATE WITH THE FIRE ALARM COMPANY TO FACILITATE INSTALLATION. 5. ALL, FIRE BARRIERS/PARTITIONS, SHALL BE IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE FIRE MARSHAL. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING, AND IN CONCEALED SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS "FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS" IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT BITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE All �OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. z 9- W Q (n ry � � ,a_ 0 d C`, c I 4 ------— A4.1 . W'I I------ IC7 I I 114 (I390 � 1 > I. o _KA4.17. 11-3 I I 28 I ' , O � V) TYP. � _® U I (1 00 17 � a 0 0 6 i Q o z a I i 110 1 I � W2i I I I o' A TYP) CONTAINMENT/ COMPRESSOR 158 W14 o. - - - — - — - - - — - - — - — - — - — - — - — - - — - — - - - -� - — - — - — - �^ -------- -� r I I I !BEY NOTES QSERVICE BAY LIFTS, OIL PIPING, AIR PIPING, OIL TANKS, & COMPRESSORS ARE PROVIDED & INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE LIFT INSTALLATION, EXACT LOCATION AND POWER REQUIREMENTS. CC SHALL PROVIDE DEWATERING IF REQUIRED FOR THE INSTALLATION OF ALL UNDERGROUND SERVICE EQUIPMENT. 0 MOTORIZED OVERHEAD DOOR, SEE DOOR SCHEDULE. (D WALL MOUNTED DUCTLESS AC UNIT, REFER TO MECHANICAL PLANS. ' KEY DROP-OFF BOX, PROVIDED BY OTHERS, INSTALLED BY GEN, CONTACTOR. MANUF: KEYKEEPER MODEL NO, SEDXLWS FREESTANDING SYSTEM WITH STAND. LOCATION OF KEY BOX TO BE DETERMINED BY OWNER. (D TIME CLOCK SUPPLIED BY OWNER. VERIFY LOCATION W/OWNER, 6 PAINTED TELEPHONE PANEL 4'H x 8'W x 1/2" THK. CDX. PLYWD, VERIFY SIZE AND LOCATION W/ DATA/COMMUNICATIONS VENDOR. COORDINATE WITH ELECTRICAL ITEMS. 0 ELECTRIC WATER COOLER, REFER TO PLUMBING PLAN. 8 STOREFRONT SYSTEM, REFER TO THE WINDOW ELEVATION PLANS. 9 PENCO-6231 V DOUBLE TIER VANGUARD LOCKERS - 12"x.15"x36", 72" OVERALL SUPPLIED/INSTALLED BY CONTRACTOR. 10 MOP SINK. REFER TO ENLARGED PLUMBING PLAN. 11 EMERGENCY EYEWASH. 12 FIRE SPRINKLER RISER AND VALVES. ENGINEERED FIRE SPRINKLER DRAWINGS TO BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, cl) 4' HIGH PAINTED CMU WALL W/ 4" PRE -CAST CONC, TOP SLOPED ON BOTH SIDES, PAINT FINISH BOTH SIDES. 14 OLD OIL AND COOLANT DISPOSAL UNIT, BY OTHERS, 15 PAINTED EXPOSED STEEL COLUMN. 16 LINE OF GYPSUM BOARD "BRIDGE" ABOVE. 17 CONCRETE APRON, SEE FOUNDATION PLAN. 18 REFRIGERATED AIR DRYER BY OTHERS, MOUNT ON SHELF OVERHEAD. ``l) TRENCH DRAIN, REFER TO PLUMBING PLAN. 20 REFRIGERATOR BY OWNER. 21 INSTALL SUMP W/ 3" DIA, HOLE IN GRATE. REFER TO PLUMBING PLANS. 22 ROLL DOWN SECURITY, COORDINATE INSTALLATION WITH MEZZANINE VENDOR. (2) INTERIOR MILLWORK, REFER TO INTERIOR ELEVATIONS. 24 VENDING MACHINE, BY OWNER. 25 RECEPTION COUNTER BY OTHERS. GC TO COORDINATE INSTALLATION. 26 FURNITURE BY OWNER. REFER TO INFINITY IMAGE PROGRAM HANDBOOK FOR FINISHES. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS, 27 TIRE CHANGER SUPPLIED BY OTHERS, 2� CONCRETE FILLED BOLLARD. 29 WORKBENCH SUPPLIED BY OTHERS, 30 WHEEL BALANCER SUPPLIED BY OTHERS, 31 INSTALL KNOX BOX, VERIFY LOCATION W/ FIRE MARSHALL. 32 DOUBLE WALL OIL STORAGE TANKS SUPPLIED AND INSTALLED BY OTHERS. 33 AIR COMPRESSOR SUPPLIED AND INSTALLED BY OTHERS. 34 BRAKE LATHE SUPPLIED AND INSTALLED BY OTHERS. 35 ALIGNMENT RACK AND ASSOC. EQUIPMENT, SUPPLIED AND INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE INSTALLATION AND POWER REQUIREMENTS. GC TO INSTALL RECESS IN SLAB AS REQUIRED FOR EQUIP. REFER TO STRUCT. DWGS & COORD. SIZE W/ EQUIP SUPPLIER/INSTALLER 36 "BILKO" TYPE S ROOF HATCH AND LADDER (36"x30"). 37 WATER HEATER REFER TO PLUMBING PLANS. 38 WASHER BY OWNER. 39 DRYER BY OWNER. 40 CUSTOMER LOUNGE FIXTURE BY OWNER REFER TO INFINITI IMAGE PROGRAM HANDBOOK FOR DETAILS. 41 POWER WASHER BY OTHERS, 42 WALL LOUVER REFER TO HVAC PLAN. 43 CHAIN LINK FENCE & GATE MATERIAL UP TO ROOF DECK. 44 OPERABLE PARTITION TOP SUPPORTED, 3" PAIR PANELS,"HUFCOR" SERIES 632 W/ SWEEP & TRACK, STC 41, PH. (407) 302-2286 EXT, 233, UNISPAN SELF SUPPORTING TRUSS ASSEMBLY DESIGNED, CERTIFIED, FABRICATED AND INSTALLED BY HUFCOR, FINISH TO BE DETERMINED. 45 EXHAUST DUCT WITH LOW EXHAUST GRILLE, REFER TO HVAC DRAWINGS, 46 NOT USED, 47 OVERHEAD CORD REELS FOR AIR, WATER, OIL, AND LIGHTING TO BE PROVIDED BY OTHERS. GENERAL CONTRACTOR SHALL PROVIDE PLUMBING, POWER, AND CONDUIT W/FEEDERS AS REQUIRED TO POINT OF CONNECTION, AIR LINES ARE PROVIDED AND INSTALLED BY OTHERS. 48 MOTORIZED HIGH SPEED OVERHEAD DOOR BY "RYTEC" PROVIDED AND INSTALLED BY OTHERS, GC TO COORDINATE DOOR HARDWARE CLEARANCE REQUIREMENTS WITH ALL TRADES. 49 ROOF DRAIN PIPE, REFER TO ROOF DRAINAGE PLAN. 50 (1) HOUR FIRE -RATED FUSIBLE LINK SHUTTER. 51 BIG ASS FAN, REFER TO ELECTRICAL PLANS 52 PARTS STORAGE SHELVING, 53 ICE MACHING BY OTHERS, PLUMBING AND ELECTRICAL CONNECTIONS BY GC. 54 SODA EQUIPMENT RACK BY OTHERS. 55 ^) RATED COUNTERTOP FIRE DOOR (7'-4" W. x 4'-8" H, MASONRY OPENING GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOPFIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM, "CORNELL" OR EQUAL. ;' 56 RATED COUNTERTOP FIRE DOOR (11'-4" W. x 4'-8" H. MASONRY OPENING), GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL, PROVIDE COUNTERTOP FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM "CORNELL" OR EQUAL. 57 RATED COUNTERTOP FIRE DOOR (4'-8" W. x 4'-8" H, MASONRY OPENING), GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOP _ 1 FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM, "CORNELL" OR EQUAL. /—f—a 11—Fh fl 1 A1rr___ % JL_IIL_F\ML I\1U I CJ 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE, 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK. 1, T M f" f -I 2 ""I -r. r , r is n 1 HOUR FIRE RATED PARTITION. HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 'BITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION ROC'S. ISSUE DATE: 9-21 -11 4t;�i t CONTRACT DATE: MAY 6, 2011 J --,&J 10 F F I C_'_E 1 115 L1j IC7 I I 114 � I` � I > I. o LE 11-3 I I �- -�=SALEd O � V) LLJ � _® U I- 00 —,i 1 � a 0 0 � I Q o z 110 I I TYP) CONTAINMENT/ COMPRESSOR 158 W14 o. - - - — - — - - - — - - — - — - — - — - — - — - - — - — - - - -� - — - — - — - �^ -------- -� r I I I !BEY NOTES QSERVICE BAY LIFTS, OIL PIPING, AIR PIPING, OIL TANKS, & COMPRESSORS ARE PROVIDED & INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE LIFT INSTALLATION, EXACT LOCATION AND POWER REQUIREMENTS. CC SHALL PROVIDE DEWATERING IF REQUIRED FOR THE INSTALLATION OF ALL UNDERGROUND SERVICE EQUIPMENT. 0 MOTORIZED OVERHEAD DOOR, SEE DOOR SCHEDULE. (D WALL MOUNTED DUCTLESS AC UNIT, REFER TO MECHANICAL PLANS. ' KEY DROP-OFF BOX, PROVIDED BY OTHERS, INSTALLED BY GEN, CONTACTOR. MANUF: KEYKEEPER MODEL NO, SEDXLWS FREESTANDING SYSTEM WITH STAND. LOCATION OF KEY BOX TO BE DETERMINED BY OWNER. (D TIME CLOCK SUPPLIED BY OWNER. VERIFY LOCATION W/OWNER, 6 PAINTED TELEPHONE PANEL 4'H x 8'W x 1/2" THK. CDX. PLYWD, VERIFY SIZE AND LOCATION W/ DATA/COMMUNICATIONS VENDOR. COORDINATE WITH ELECTRICAL ITEMS. 0 ELECTRIC WATER COOLER, REFER TO PLUMBING PLAN. 8 STOREFRONT SYSTEM, REFER TO THE WINDOW ELEVATION PLANS. 9 PENCO-6231 V DOUBLE TIER VANGUARD LOCKERS - 12"x.15"x36", 72" OVERALL SUPPLIED/INSTALLED BY CONTRACTOR. 10 MOP SINK. REFER TO ENLARGED PLUMBING PLAN. 11 EMERGENCY EYEWASH. 12 FIRE SPRINKLER RISER AND VALVES. ENGINEERED FIRE SPRINKLER DRAWINGS TO BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, cl) 4' HIGH PAINTED CMU WALL W/ 4" PRE -CAST CONC, TOP SLOPED ON BOTH SIDES, PAINT FINISH BOTH SIDES. 14 OLD OIL AND COOLANT DISPOSAL UNIT, BY OTHERS, 15 PAINTED EXPOSED STEEL COLUMN. 16 LINE OF GYPSUM BOARD "BRIDGE" ABOVE. 17 CONCRETE APRON, SEE FOUNDATION PLAN. 18 REFRIGERATED AIR DRYER BY OTHERS, MOUNT ON SHELF OVERHEAD. ``l) TRENCH DRAIN, REFER TO PLUMBING PLAN. 20 REFRIGERATOR BY OWNER. 21 INSTALL SUMP W/ 3" DIA, HOLE IN GRATE. REFER TO PLUMBING PLANS. 22 ROLL DOWN SECURITY, COORDINATE INSTALLATION WITH MEZZANINE VENDOR. (2) INTERIOR MILLWORK, REFER TO INTERIOR ELEVATIONS. 24 VENDING MACHINE, BY OWNER. 25 RECEPTION COUNTER BY OTHERS. GC TO COORDINATE INSTALLATION. 26 FURNITURE BY OWNER. REFER TO INFINITY IMAGE PROGRAM HANDBOOK FOR FINISHES. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS, 27 TIRE CHANGER SUPPLIED BY OTHERS, 2� CONCRETE FILLED BOLLARD. 29 WORKBENCH SUPPLIED BY OTHERS, 30 WHEEL BALANCER SUPPLIED BY OTHERS, 31 INSTALL KNOX BOX, VERIFY LOCATION W/ FIRE MARSHALL. 32 DOUBLE WALL OIL STORAGE TANKS SUPPLIED AND INSTALLED BY OTHERS. 33 AIR COMPRESSOR SUPPLIED AND INSTALLED BY OTHERS. 34 BRAKE LATHE SUPPLIED AND INSTALLED BY OTHERS. 35 ALIGNMENT RACK AND ASSOC. EQUIPMENT, SUPPLIED AND INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE INSTALLATION AND POWER REQUIREMENTS. GC TO INSTALL RECESS IN SLAB AS REQUIRED FOR EQUIP. REFER TO STRUCT. DWGS & COORD. SIZE W/ EQUIP SUPPLIER/INSTALLER 36 "BILKO" TYPE S ROOF HATCH AND LADDER (36"x30"). 37 WATER HEATER REFER TO PLUMBING PLANS. 38 WASHER BY OWNER. 39 DRYER BY OWNER. 40 CUSTOMER LOUNGE FIXTURE BY OWNER REFER TO INFINITI IMAGE PROGRAM HANDBOOK FOR DETAILS. 41 POWER WASHER BY OTHERS, 42 WALL LOUVER REFER TO HVAC PLAN. 43 CHAIN LINK FENCE & GATE MATERIAL UP TO ROOF DECK. 44 OPERABLE PARTITION TOP SUPPORTED, 3" PAIR PANELS,"HUFCOR" SERIES 632 W/ SWEEP & TRACK, STC 41, PH. (407) 302-2286 EXT, 233, UNISPAN SELF SUPPORTING TRUSS ASSEMBLY DESIGNED, CERTIFIED, FABRICATED AND INSTALLED BY HUFCOR, FINISH TO BE DETERMINED. 45 EXHAUST DUCT WITH LOW EXHAUST GRILLE, REFER TO HVAC DRAWINGS, 46 NOT USED, 47 OVERHEAD CORD REELS FOR AIR, WATER, OIL, AND LIGHTING TO BE PROVIDED BY OTHERS. GENERAL CONTRACTOR SHALL PROVIDE PLUMBING, POWER, AND CONDUIT W/FEEDERS AS REQUIRED TO POINT OF CONNECTION, AIR LINES ARE PROVIDED AND INSTALLED BY OTHERS. 48 MOTORIZED HIGH SPEED OVERHEAD DOOR BY "RYTEC" PROVIDED AND INSTALLED BY OTHERS, GC TO COORDINATE DOOR HARDWARE CLEARANCE REQUIREMENTS WITH ALL TRADES. 49 ROOF DRAIN PIPE, REFER TO ROOF DRAINAGE PLAN. 50 (1) HOUR FIRE -RATED FUSIBLE LINK SHUTTER. 51 BIG ASS FAN, REFER TO ELECTRICAL PLANS 52 PARTS STORAGE SHELVING, 53 ICE MACHING BY OTHERS, PLUMBING AND ELECTRICAL CONNECTIONS BY GC. 54 SODA EQUIPMENT RACK BY OTHERS. 55 ^) RATED COUNTERTOP FIRE DOOR (7'-4" W. x 4'-8" H, MASONRY OPENING GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOPFIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM, "CORNELL" OR EQUAL. ;' 56 RATED COUNTERTOP FIRE DOOR (11'-4" W. x 4'-8" H. MASONRY OPENING), GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL, PROVIDE COUNTERTOP FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM "CORNELL" OR EQUAL. 57 RATED COUNTERTOP FIRE DOOR (4'-8" W. x 4'-8" H, MASONRY OPENING), GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOP _ 1 FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM, "CORNELL" OR EQUAL. /—f—a 11—Fh fl 1 A1rr___ % JL_IIL_F\ML I\1U I CJ 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE, 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK. 1, T M f" f -I 2 ""I -r. r , r is n 1 HOUR FIRE RATED PARTITION. HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 'BITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION ROC'S. ISSUE DATE: 9-21 -11 4t;�i t CONTRACT DATE: MAY 6, 2011 FLOOR PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A1.0 C.C7 m L1j IC7 I 00 � I` o � Q)U ti✓ m.J O � V) LLJ � _® U O 00 uj � a 0 0 � Q o z = � o CL 0 0 n FLOOR PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A1.0 C 7 B CD E C7" (QA J i J i 208'-0" 11 ie I I37'-411 70'-8,! 100' 0" 1 fi13'4" 75'-017 - 25,_0„ 24'-0" 21'-5.1 /2" 17'-2 1/2" 5,_011 13'-4" 23.'-8" 41-3" 4'-8i' ' , \ ' 10'-0" - ° 121_81, ,. - 8'-0`° I. 3'-89' 3'-4" 5'-4" 2O'_4° 15' 011 3'-0" 3'-41! 237-411 ._r =rr, U) N Cq O 11 '114 I11 8-10 3/4 , V, 5-0 _ 1 I I ----------------- I / / / / / /` ------------------------ - J' __-_-__- / /10-1 - /rrOFFICE OFFICE F & I OFFICE15 7R,' 163 162 ; 12'1 �: -- :b (CORR.�i - �; / `� [ — -CORK I_—I t., N q �I 3 �r 16`I ----- -------------; 9111 = - 152 `\ v A4.1 q - NEW CAR / DELIVERY - F & I OFFICE �r I - I � \. [----- � 142 122 �' 3°' 8'�6"� 8, ---Lala �I VERIFY OFFICE r I OFFICE 1 1- ' 3'-4" I� J 201-0" , LLI-- / _ '121-3" ! LiONTfYOLU�� I 75'_0,! SALES SALES e __—_-- _ -- r 118 r 117 k�i A6.1 - !� ------ --- - - � e I ,• e ^ CD r 1'v _ `yI - 1 3/8°' ' — iII LI I1 G ...-- N i i � & I OFFICE ' i 11 SILLIN /� — A6,2 I _ r ACCOUN IN(J7 ' ' �ry n ¢ Z.I1I 1 �\\ \ '� I I —_-- _ purl G I_I.I n,� SALES _-1_ i �\ F �---- -� CD 114 J U --- ISI " , r ^ DRY PREP - co -,_._e_e PARTS - a u"� 4 "O t.g 153 18 6 " � '101-611 135 - II I I i SALES I -------- �` 1 - 91 - I -A 1- FF `L01.1 a. '�' ® - — I ISHOWROOM112 SALES � 1/8', 5'-0 '1 /2" ( 16'-10" — ; � ,Irs ;, ,r <' 8 -4 „ ,1 -41 3 -4 314" 6'-8" _ I .I n I U5 10'-10 -- a a _ r 00 �, °7 ' — f•ur G LL Iy � rul - �k � R PREP/LA Ell } I I { 157 I i o „ 1, (`,MEETII'�10/TRAINING l I _. D i 1 _ n-,1 r 1t I� - -- _..---- - I - A4.o ..�.� � I,r..lw.r.a..rl i `7� 111 125 r ` � J SUPPLIES' PREP —' - - 1----- r -- - —o - r j i 10-: I 'Ln A 8 — PARTS - MCR 136 JJ <� I, rr ,III J wl ,o � _ s f , I ER '. - JAN. RIA. 156 155 154 "' r o co II 1�i1�I I G .0 3'11 /8n - SALES_ `� -o" 3/1 G ¢ ct: - l r^ -L - SERVICE r -f Ch 9'-4' I II j + j -p u') 110 J r - nl4'-9 ti 146 ru T - I _ - r - .I P Io TECH �=� �- PARTS".., I����rr`'� q� °`a.....l..ee_I I DC/INTERNE ' (E-A OUI TER o I I - - - - 59' 1 1 /2 I I r— c� SALES 4v i 15'- j I " j n 101'' 1, / i Lc> / A / Til V L. R 147 814" r ur �- I— m �� am� 1:. r r - o R489'-61/2" �— —imp a' 109 I �/'f�OMEiV _ 127 y` ' i -- 181 3,1 . r- 01 I 0 6 11'-7" A6.1 u I - �'i r \ ` ,'.. - A4, —e i-._. co _ C -, T".. i rl ,� . .. '�J.•� 1 - r .. SALES MOR. 106 P pm 104 DEALER _ _1 _ '130 -� I ,J �' v � o �I �� �I — - I II I -'� r S/ ! Ir ®;I I�, PECIAL TOOLS -, �11 s•Is xl e 113 ca l ` _. EO IP. RSI. NAIL PA , i CASHIER I r i07 ¢ j = DATA I� ^�, �y r `-`-� j --- rJ it {r' i- 138 �� 7'-4" I°>;: _ Purr o : �Ic - J - �i� I -- �� �.I In_;, 48 � o 0 N to LA I r ocj MEI,IL '129 - - I o I ;- i F 134 �, ;' T K F u �� T1� rte— --- _ _:: ---- o CONT COM Ii�l'ME R SS 1T/ OR \X .—e f,a �' _I —°, �n _,. I_ Qp I 128 w��'c� _e_I _1.10 1 —°—° —°— —e—�- ° i ° -- _ 27'c A6.1 s III,,Y G II i1i {_'_� r" d - �� �. F- - ' - -- 5 r w.lw I I I � N ., r .. .. - L--- ev00 b I 7'-'i 1/4 - �' 19'-4 1/4" 12-3 -� 1/2' 10'-1 1/8' 4'-8 318' i r 3 I I 0'-10'314 I - �,, r ch 5 0 1/2 1' - Oi I 1 I T�<<.r�� it - _ I• s $ ' z L,' , �r�: T 1 A4.0 _ 1103 I o G CUJ TO R I AITIN(I I I i_I 8'-3 5.8 I _ r ITS' ' ` 1 II- it ` f} I i , o'-4" 'o,.., _, '� { � r LOBBY I_I � r 131 .r«- - _1 _ r . �— �I� �+, � = RESS 1 �It i-- 1- MENS TECH I I ! , _ 1 N ®i I e 22 �1_1_e_1-1= _1_1 Cp _e a � ,_1_lee 1 .e..�l ml_1_I_l. _.e I®,_1_e lq �., 21 I_e_e SERVICE r, -1 x l _ __ _ �',I F , WOMEN TECH I l+rl: I ! r __ - LOCKERS/ RcSTRM. i - N e_1_1_1 1_ Aso 1s OR. I 133 _ l Ll % LAV. I _ 1 I I A .1 A6.1 I 6 I CAFE o _ - 132 r �-. V u, -- - i. P - T = r , o a . I - - _ Y -" I _I n 1 { -r r -- - REF. VENDEl U e I ¢ I I ; — SERVICE SRVICE SERVICE SERVICE 17 — C1 WARRANTY SERVICE MCR. 9'-411 11'7411 ADVISOR A VISOR _ 140 141 4 ADVISOR 142 T 10-4 ADVISOR 00 143 " 1 17 11' j 144 10-4 / 1145 151-21, i --- of �-r - /—/— ----------- ---- r— --------- / TEC RE RM, A& ; ' A4.1 r 10-1'1 10-4 -4 / / /,- -- -------- --- -�-- o- ----- --- --, - - --r--- -- -- . - — -- - - -- 2-- --- ---- f7r 1 I - - - 3'-4" 3'-411 22'-8„ 16'-0" - 31=0" 31-4" 231-411 � 5'-0" 8,_01' 4[1 8, 01' 21 8„ _ I? 2 5 - I A4.0 A4.1 I A4.1 = I I I - _ _ I I ------------------ _ o (0 iv _ SERVICE RECEPTION ------------ - _ I - I _ I I _ I - co , I I -- --------- _ -- --p - J\ N FLOOR DIMENSION PLAN I I - I SCALE: 1/8"=11-0" � ----- ------- - - < r rel - - - --— - — - - -- 13'4" 81-8" 2 22,_811 V -8" 8'-811 181 811 8'-8" 2 8-817 l 61 0,1 3 85'-4" 1001-011 208'-0„ A �J �l \ B J r 14 (4-B" (4 D J I I I I � I I I , MEZZANINE PLAN SCALE: 1/8"=1'-0" Z KEY NOTES 0 REFER TO SHEET A1.0 FOR KEYNOTES. r"` r, V, 1 r' r) A I R4 /"`a _r r- C-1 %-y1 1....1 V L-1 \/'1 L_ I )9 %vj I L. aj 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2. REFER, TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS, 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GRNERAL CONTRACTOR'S SCOPE OF WORK. I I§L_ I\ri I L..L/ f r41\ 11 I ll,./IV LL_\jL-IVu — M won 1 HOUR FIRE RATED PARTION. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. Ir 100% II r' CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 z 0 Q. U W ._r =rr, U) N Cq O cr0 NORTHWEST ELEVATION - (FRONT) SCALE: 'I/8"=1'–O„ SCALE: 1 /8"-1'-0„ KEYNOTES BUILDING SIGNAGE SUPPLIED BY OWNER. GENERAL CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS WITH SIGN VENDOR. 2 INDICATES ROOF LINE BEHIND PARAPET. PIPE BOLLARD, REFER TO STRUCTURAL DETAIL DRAWINGS. n�4 WALK DOOR, REFER TO DOOR SCHEDULE. STUCCO REVEAL – "FRY" OR EQUAL, ITEM � PCSV-75–SHORT–"V°' REVEAL MOULDING CONTINUOUS COPING, REFER TO WALL SECTIONS. U7 SCUPPER, COLLECTION BOX, GUTTER AND DOWNSPOUT REFER TO ROOF PLAN FOR SPECIFICATIONS AND DETAILS. LOUVER, REFER 1.0 MECHANICAL PLANS. OVERHEAD DOOR REFER TO DOOR SCHEDULE. 10 GLAZING SYSTEM, REFER To FLOOR PLAN AND WINDOW ELEVATION DRAWINGS. 11 ALIGN HORIZONTAL AND VERTICAL REVEALS WITH FGW MULLIONS, 12 ALIGN HORIZONTAL REVEALS WITH HORIZONTAL MULLIONS OF FGW, 13 SECTIONAL ALUMINIUM GLASS PANEL DOOR REFER TO DOOR SCHEDULE. SOUTHWEST LE TI - ( RIGHT SIDE) SCALE: 1/8"-1" O" SCALE: I /8"-1'–O" EXTERIOR FINISH SCHEDULE CODE MATERIAL SUPPLIER/MFR SPECIFICATION REMARKS CODE MATERIAL SUPPLIER/MFR SPECIFICATION REMARKS CODE MATERIAL SUPPLIER/MFR SPECIFICATION REMARKS – ACM ®'I ALUMINIUM COMPOSITE MATERIAL ALLAN COMPOSITES USA LTD DOUG TWITCHELL 221 BAYBERRY CREEK CIRCLE MOORESVILLE, NC 28117 CELL: (314)406-9150 ALIJGOBOND, 4MM NATURAL BRUSHED ALUMINUM, 0.020" ALUMINUM SKIN, FLUOROCARBON BASED CLEAR COAT, 4 MM OVERALL THK., 0.2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO NOTE: USE FACTORY APPROVED FABRICATOR & INSTALLER. WARRANT'( PASS THROUGH TO DEALER, FLASHINGS TO MATCH ADJACENT WALL FINISH PER PANEL MANUFACTURER'S STANDARD. Z PAINT (EXTERIOR � & BOLLARDS, DOOR., COPINGS @ NON–ACM-1 AREAS) STYLE: EXTERIOR, GLOSS – A82051 EXTRA WHITE BASE COLOR: TO MATCH ACM -1 C �r- TRAVERTINE STONE SOURCE Lisa Castelluicci 2 ' 15 Park ave. South Suite 700 New York NY 10003 21'� ( ) 979--6400 x 225 -astv@stonesource.corn White Filled Traverine All Tiles to be 2:1 Width to Height ratio P 3 PAINT PARKING STRIPES 0 PARKING LOT & TO BE SELECTED BY DEALER,/CONTRACTOR STYLE: REFLECTIVE COLOR: WHITE OR (N1M-1 LIMESTONE STONE SOURCE Lisa Castellulcci 215 Park ave. South Suite 700 New York NY 10003 (212) Baltimore Limestone Honed All Tiles to be 21 Width to Height ratio W doug.twitchell'Dalcan.com HORIZONTAL GRAIN (BRUSH) DIRECTION SERVICE AREA ra 979-6400 x 225 r• castviQstonesource.com 3 S1 NEW STOREFRONT SYSTEM KAWNEER STYLE: TRIFAB 450 SERIES SYSTEM J COLOR: CLEAR ANODIZED ALUMINUM - – OR ACM -1 ALUMINIUM COMPOSITE MATERIAL ALCOA ARCHITECTURAL PRODUCTS JAY KAHN 22310 GREENBROOK DRIVE OUSTON TX 77073 HOUSTON Phone: (281) 443--4742 Fax: (281) 443--4854 joy.kahn@alcoa.com REYNOBOND, 4MM NATURAL BRUSHED ALUMINUM RBNBA LUMIFLON CLEAR COAT 0.020" ALUMINUM SKIN, 4 MM OVERALL THK., FACES) U.2" ALUMINUM SKIN THK, (BOTH FACL�) PANELS TO BE 3:1 WIDTH:HEIGHT RATIO, HORIZONTAL GRAIN (BRUSH) DIRECTION NOTE: USE FACTORY APPROVED FABRICATOR & INSTALLER. WARRANTY PASS THROUGH TO DEALER. FLASHINGS TO MATCH ADJACENT WALL FINISH PER ' PANEL MANUFACTURER'S STANDARD. GL�2 FEATURE GLASS WALL (FGW) — OLastity E GLASS Chastity Dickinson 803 Airport Rd. Terrell TX 75160 (972)750-557.3 cdickinson@oldcastlebe.corn 1 3/'16" THK PATTERNED ONLY 3' H. BETH. JOINT CENTERS 9' W. BET�I JOIN"T CENTERS, PATTERNED CLEAR GLASS IN C�l644 FRAMING SYSTEM e- - CLV3 EXTERIOR GLASS STANDARD ARCHITECTURAL CLEAR, LOW–E GLASS SECONDARY ELEVATIONS USED WITH SF - I STOREFRONT SYSTEM EXp--j) EXTERIOR STUCCO STYLE: MATCH PAREX SAND STONE TEXTURE (EXTERIOR WALLS @ NON–ACM AREAS) STANDARD ARCHITECTURAL CLEAR, LOW–E SECONDARY ELEVATIONS USED CL-�3A EXTERIOR GLASS GLASS WITH CURTAINWAL KAWNEER 1600 SYSTEM P�1 PAINT (EXTERIOR WALL'S @ BENJAMIN MOORE CEDAR KEY 982; BERBER WHITE 955; 261 NON–ACM AREAS) THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. n a: 1 0 �r- v� <c W o ra r• INTERIOR -FINISH PLAIN SCALE: 1 /8"=1'-0" CONTAINMENT/ COMPRESSOR 1-158-1 INTERIOR FINISH SCHEDULE CODE MATERIAL MANUFACTURER EPIFICATI06�1 RErViARK STRETCH CEILING C11 GALLERY CEILING, SARRISOL FINISH MEMBRANE: TRANSLUCENT BS LUMINOUS STRETCH CEILING 04011—BLANC VENUS ' DUST SHIELD: BS 0400—NERIDE f ALTERNATE DESIGN: BARRISOL PIVOT PLUS ( GALLERY CEILING BARRISOL FINISH MEMBRANE: TRANSLUCENT BS 04011-13LANC VENUS DUST SHIELD: BS 0400—NERIDE 777 STYLE: 24% 24" ULTIMA BEVELED ` ACT1 CEILING TILE ARMSTRONG l TEGULAR WITH SUPRAFINE XL 9/16" EXPOSED TEE ACT2 CEILING TILE ARMSTRONG STYLE: 24"X24 ULTIMA, 15/16" HEAVY DUTY GRID HIGH POLISHED � STAINLESS STEEL #8 POLISHED, M4 �\ — NON DIRECTIONAL 3MM 4HPA3.5 PORTAL ELEMENT CEILING 7, `;TYLE/COLOR: CREMA NOVELDA ST1 STONE TILE STONE SOURCE SIZE: 12"X24' GROUT: TEC—#908 DOVE GRAY 1/8" JOINTS .vim ' STYLE/COLOR: AVANT GARDE h7 CERAMIC; TILE REFIN BLANC (MATT) SIZE: 12°X24"y ALTERNATIVE FOR ST1 GROUT: TEC—#908 DOVE GRAY 'I /8" JOINTS STYLE/COLOR: DIAMONTE BIANCO PORCELAIN TILE DALTILE P032 (UNPOLISHED) SIZE: 12°X24" ALTERNATIVE FOR ST1 GROUT: TEC—#908 DOVE GRAY 1/8" JOINTS STYLE COLOR: KIRBY LIMESTONE ST7 STONE TILE STONE SOURCE HONED SIZE: 12"X24' GROUT: TEC—#929 CHARCOAL GREY 1/8" JOINTS _ STYLE/COLOR: AVANT GARDE CERAMIC TILE REFIN KEVLAR (UNPOLISHED) SIZE: ALTERNATIVE FOR ST7 12"X24" GROUT: TEC—#929 CHARCOAL GREY 1/8" JOINTS :STYLE/COLOR: STONE TILE BLACK ST7A STONE TILE STONE TILE DRAGON (POLISHED) SIZE: "12"X24' NEW CAR DELIVERY GROUT: TEC—#929 CHARCOAL GREY 1/8" JOINTS STYLE/COLOR: DIAMONTE ARDESIA PORCELAIN TILE DALTILE P027 (POLISHED) SIZE: 12"X24" ALTERNATIVE FOR ST7A GROUT: TEC—#929 CHARCOAL GREY 1/8" JOINTS MAPLE AFTER MIDNIGHT WD1 WOOD FLOORING HYDREE WIDTH: 4" CPT4 CARPET � SHAW CONTRACT STYLE: TRANSPARENT, COLOR: REQUIRES INFINITY APPROVAL ( GROUP OXIDE — CARPET TILES PRIOR GTO PURCHASE CPT5 FLUOR MAT THE MAT KING COCOA MATTING: DARK BROWN i CPT7 ( NOT USED PC POLISHED CONCRETE — COLOR: NATURAL CONCRETE SC SEALED CONCRETE MATCH WALL PAINT FINISH P-3 AND EPX1 / \ EPDXY PAINT1�^ P-4 WITH EPDXY PAINT ( MIRRORPANE GREY GLASS WITH 0.005" OLDCASTLE GLASS r OPACl—COAT--300 BLACK SILICONE Ryan McDougle, 291 M. Street, GL6 `l GLAZING — COATING ON #2 MIRRIRED SURFACE. Perrysburg, OH 43551 GYPSUM OR PLYWOOD SUBSTRATE Phone: (800) 537-4064 ( REQUIRED (BY GC) ADHERE WITH DOW Fax: (419) 661-5076 CORNING 795 BLACK SEALANT, rmcdougleJOldcastleGlass.com j VCT1 VINYL COMPOSITION TILE TBD COLOR: TBD WC1 WALLCOVERING MAHARAM COMPOSITE 320/001 � �-�`�`N`''~ LAPv11N—ART ANO D VENEER V '� WV'1 l WOOD VENEER VENEER—ART BY LAMIN—ART #978 // AMERICAN WALNUT P1 PAINT BENJAMIN MOORE SWISS COFFEE OC -45 EGGSHELL P2 PAINT BENJAMIN MOORE COLLINGWOOD OC -28 EGGSHELL P3 PAINT (SERVICE) BENJAMIN MOORE (GLOSSY WHITE ) CHANTILLY LACE 2121-70 SEMIGLOSS (ABOVE WAINSCOTT) P� PAINT BENJAMIN MOORE (GLOSSY LIGHT CRAP) (BEL0V WAINSCOTT)(5ERVICE) METALLIC SILVER 2132-60 SEMIGLOSS P6 PAINT BENJAMIN MOORE (FLAT WHITE ) SERVICE & SERVICE RECEPTION CEILING CHANTILLY LACE 2121-70 FLAT P7 PAINT BENJAMIN MOORE T.B.D. M5 METAL SURFACE (MILLWORK) WILSONART 6281 SATIN BRUSHED SMOKE ,ALUMINUM SS -1 SOLID SURFACE DUPONT ZODIAQ QUARTZ FT -8, CASHIER &PARTS COUNTER (MILLWORK) CLOUD WHITE SS -2 SOLID SURFACE DUPONT ZODIAQ QUARTZ RESTROOM COUNTERTOPS (MILLWORK) MYSTIC BLACK SS -3 SOLID SURFACE DUPONT ZODIAQ QUARTZ CAFE COUNTERTOP (MILLWORK) CLOUD WHITE COMMERCIL LIGHT GRAY VCT, IMPERIAL VCT'1 VINYL COMPOSITION TILE ARMSTRONG TEXTURE, STANDARD, EXELON, 51860 SOFT COOL GRAY, 12"x12"x 1/8" THK. r-TRITf"I I hIh"rrrf I II M.L.-)I I I\4V I L.0 1. ALL WALLS TO BE PAINTED P-1 U.O.N. 2. PROVIDE SCHLUTER STAINLESS STEEL DIVIDER STRIPS AT ALL TRANSITIONS BETWEEN TILE, V.C.T., CONCRETE AND CARPETING SURFACES U.O.N. 3, ALL CARPET AND V.C.T. FLOORING TO HAVE 4" VINYL COVE BASE BURKE MERCER OR EQUAL. COLOR TO BE DETERMINED, 4. ALL TILE AREAS TO HAVE MATCHING TILE BASE. 5. CONFIRM CARPET PATTERN DIRECTION WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. r'ThlTe'I I I rs�rmnlr, THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FS" REFLECTED �������� ������ TK��� PLAN K��U ��»� 8 ��� »��_���K�»� SCALE 1/8[=1'-O^ ����'�~��K���J�� CEILING PLAN 0°K�_������V��U��~ �°�����U��� ACT -1 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH SCHEDULE. ACT -2 ACOUSTICAL CEILING 'FILE SYSTEM, REFER TO INTERIOR FINISH SCHEDULE. GWB-1 5/8" THICK GYPSUM BOARD. GWB-2 5/8 THICK MOISTURE RESISTANT GYPSUM BOARD. m -1 ALUMINUM COMPOSITE PANELS, REFER TO INTERIOR FINISH I -SC LUMINOUS STRETCH CEILING. v�x_, /v%_ -4,u~`/ � 0< 1 > GYPSUM BOARD CEILING TO FOLLOW THE GLAZING ARCH. REFER TO WALL `-- SECTION. /2) PROVIDE 3 1/7^ MIN. THICK SOUND INSULATION BATT3 ABOVE ACOUS�CAL '_ CEILING TILES. <3> PROVIDE R -JO INSULATION BATT3 ABOVE CEILING. (4} 3/4' THICK, LIGHT TEXTURED STUCCO OVER WIRE LATH ON 5/B'' THICK ' DEN3CLA33 SHEATHING. ^— r-xor- Mm/ ao.��r-,- ^jL-mL-n�L.m%j I L -D 1. PROVIDE CONTINUOUS CAULK JOINT BETWEEN CEILING GRID AND WALLS, TYPICAL. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. ROOF PLAN GENERAL NOTES 1UNDER SIDE OF PARAPET CAP FLASHING SHALL BE PRIMED. 2- PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE WADE AS INDICATED ON THE DRAWINGS OR SPEC|FICATIONS, 3` REFER TO PROJECT SPECIFICATION MANUAL FOR SEALANT SPEC|F|CAT|ON3, 4. ALL SHEET METAL FLASHING SHALL BE 24 GAUGE MINIMUM UNLESS NOTED OTHERWISE. 5. COVERING MATERIALS SHALL BE UL LABEL WITH FIRE EXPOSURE CLASS "A" SEE SPECIFICATIONS. KEY NOTES 0 ROOF CRICKET. 0(7) OVERFLOW SCUPPER, REFER TO DETAIL ON SHEET ~~� AJ.J, /WO DOWNSPOUT) 0 SCUPPER. REFER TO DETAIL ON SHEET AJ.J. EXHAU3TEAN WITH ROOF MOUNTING CURB. TPD ROOF SYSTEM. SEE ROOFING SPECIFICATION THIS 0 ROOF FIELD FASTENERS - ZONE 1. \�/ (7\ WITHIN 10'-0" OF EDGE FASTENERS - ZONE 2. /n\ 10' -0"x10' -O^ CORNER AREA FASTENERS - ZONE 3. /A\ 5^x 5" SQ. � 2� C� PAINTED GALVANIZED STEEL DOWNSPOUT. ROOF TOP CONDENSING UNIT WITH ROOF MOUNTING? �~ CURB. 0�U> B|LCO TYPE "S" ROOF SCUTTLE OR EQUAL WITH PERMANENT LADDER BELOW FOR ACCESS TO ROOF TOP EQUIPMENT. 0 HANOVER ROOF TRAFFIC PADS OR EQUAL. 03 PRIMARY AND SECONDARY ROOF DRAINS, REFER TO DETAIL ON SHEET A3.5. (3 EXHAUST VENT W/ROOF CURB, GMECHANICAL ROOF -TOP UNITS, REFER TO MECHANICAL DRAWINGS. PVC CONDENSATE LINE TO ROOF DRAIN. /ni EXHAUST FAN W/RDOF CURB. \�� W/ ROOF CONTRACTOR SHALL MAINTAIN A MIN. DISTANCE OF 10'-0" BETWEEN OUTDOOR INLETS AND EXHAUST FAN DR PLUMBING ROOF VENTS. VERIFY EXACT LOCATION OF ROOF VENTS W/PLUMB/NG CONTRACTOR. 09 TYP|CAL PLUMBING ROOF YEN[ VERIFY EXACT LOCATION W/PLUMBING CONTRACTOR. ,,r.nr-,^/,- ,-,,r,-,rrr^�`r,^/ SERVICE AREA AND NEW CAR DELIVERY AREA ROOFING: CARLISLE OO MIL SURE -WELD MECHANICALLY FASTENED TPO ROOFING SYSTEM OVER 3" ISO /R=19\ MINIMUM ON SLOPED STEEL DECKING. ADMINISTRATION, SALES AND PARTS AREA ROOFING: CARLISLE 80 MIL 'SURE -WELL) MECHANICALLY FASTENED TPO ROOFING SYSTEM OVER TAPERED ISO, 3" /R=18\ MINIMUM ON FLAT STEEL DECKING. CONSTRUCTION DOC'S. CONTRACT DATE: MAY 6, 2011 SQ. 22 GA. PAINTED GALVANIZED STEEL TRANSITION CAP GRADE PVC UNDER GROUND sTCRMWATER PIPE TO PROPOSED STORM SEWER SYSTEM, REFER TO ROOF DRAINAGE PLAN FOR SIZE / . . . . � ... ...�� A. v . . . . .. .. ^. . � � � .. . THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED' COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. ROOF PLAN DESIGNED B DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. 0 " �- Lo z� | * C()� � p) � � 0 ` r` / �l� � N � �� �� � _J �� �� LL_ LLI �@ �� ^� <( , o �� �� n � �= -J CL -] -�d �� 000�_� I uo �� w��. �r � ^ DOWNSPOUT BOOTDETAILNN �� ~j CD ��� � 0 u }_ . �� �� Z Z ��� �� Ltj' ' cz 0 U �� LL_ �L SQ. 22 22 GA. PAINTED [] GALVANIZED STEEL r7 DOWNSPOUT, REFER TOROOF PLAN FOR SIZE SQ. 22 GA. PAINTED GALVANIZED STEEL TRANSITION CAP GRADE PVC UNDER GROUND sTCRMWATER PIPE TO PROPOSED STORM SEWER SYSTEM, REFER TO ROOF DRAINAGE PLAN FOR SIZE / . . . . � ... ...�� A. v . . . . .. .. ^. . � � � .. . THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED' COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. ROOF PLAN DESIGNED B DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 —11 Ic, CONTRACT MAY DATE: 6, 2011 csD ILL -I Z 00 IL Q Z or - CK ui Z < OD 0 Z ui 0 � 0 0 (D Z 0 U) 0 n ROOF DRAINAGE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. 2 (D BUILDINGS SECTION SCALE: 1/8" = V -O" BUILDING SECTION SCALE: 1/8" = V -O" B 1 ST FLOOR 0' - o T.O.—F-rG. -2- - 0- 7:9 --0.SERV. DR. PARAPET- Ar\ ZZ oll Ky. LST FLOOR 0 01-4-'� T.O. FTG. ll� 3 BUILDING SECTION 1--1 �4.1 SCALE: 1/8" = 11-01, BUILDING SECTION SCALE: 1/8" = V -O" —1ST�OOR o' - o" (B) 1 ST F L?QR 0 - 01 '7" T.0, FL(]�� -2 _0 BUILDING SECTION SCALE: 1/8" = V-0') a SALES PARAPET 28- - Tl� 3 F A4.8 I ST FLOOR jI GA 6�__j SCALE: 1/8" = V-0" 1 ST FLOOR 01-0.1 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON RE(--)UEc)*T. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9 —21 —1 1 I Lim.. CONTRACT DATE: MAY 6, 2011 BUILDING SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011 —2'1 SHEET NO. A4.1 ZCD co (D G (D z LU LU Z (D 0 ZLo E Lo 0 0 0 Z z < Q [L LL .0 n BUILDING SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011 —2'1 SHEET NO. A4.1 O=Z--=-- Cl (W A ECT�0, N D==SCA E=Z4�' WALL SECTION SECTION KEYNOTES �� \l / CONC. F8OTING, REFER TO STRUCTURAL DWGC.. �� \��/ CONC. SLAB ON GRADE, REFER TO STRUCTURAL DVVGS.. ��� \�/ CONC. APRON/SIDEWALK' SEE FLOOR, PLAN 8c STRUCTURAL DWCS. (4) 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL `�� (5\ 1/2° THK CONTINUOUS EXPANSION BOARD. . (O} CONC. RLL ALL ��U BELOW GRADE, TYP `~~^ ' ^ Qj OVERHEAD CO/UNG METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE 0 12' CMU' REFER TO WALL TYPES ON SHEET A5.2. ���' [�) U^ WALLCMU. REFER TO WALL TYPES ON SHEET A5.2. �� Vu/�� CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DYYQ3. �� � n/ CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED, 0|ND|CATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DVYG3. FOR BEAM POCKET DETAILS. \��/ �� POURED CONC. BE4W, REFER TO STRUCTURAL DYYQ3.. �� GDOOR P[R 3CHEDULE, Vo/ �� STEEL BAR JDIST, REFER TO STRUCTURAL DWGS.. �� U�> CONT. STEEL ANGLE. REFER TO STRUCTURAL DYV�S `�� .. �7) STEEL JOIST BEARING PLAT[, REFER TO STRUCTURAL DVVQS,. �� Vu/ METAL DECK, REFER TO STRUCTURAL DVVGS.. �� V�/ �� CONTINUOUS INSULATION CANT STRIP. �� �� \�u} MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF �- PLAN. \���� FULLY ADHERED ROOFING MEMBRANE, EXTEND UP OVER PARAPET WALL. PT. 2x WD, TOP PLATE FOR NAILING ANCHORED IN C.M.U. YY/ 1/2''0 x ~~ 8'' LONG ANCHOR BOLTS @32'' O.C. MAX. ' ' �� \��/ TUBE STEEL FRAMING SUPPORT FOR 'STOREFRONT. SEE STRUCTURAL ~~ DWGS. PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. [Z5) STEEL ANGLE ASSEMBLY-S|ZE3 VARY -SEE STRUCTURAL C�U ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL, REFER �~ TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.8 �� \z// DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. �� Lzm/ 5/O'' GYPSUM BOARD OVER \ 1/2''x 22 GA 'Z' FURRING CHANNELS @>24'' - O.C. FASTEN 'Z' CHANNELS TO CWU OR CONC. YY/ SUITABLE FASTENERS. REFER T0 WALL TYPESPLACE 1 |/2" RIGID INSULATION BETWEEN Z's. \�y� 3/4" STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL T`/PE AND ~~� FLOOR PLAN DRAWINGS. UO FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. i�} 5/O" GYPSUM BOARD. REFER TO WALL TYPE5 & FINISH SCHEDULE. \�z/ �� CMU P|LASTER, REFER TO STRUCTURAL DVVG3. �� �� t��/ 3-5/8"x 20GA WTL. STUD FRAMING ��1G" D,C. ~~� Q4] METAL STUD FRAMED WALL/PART|T|ON, SEE FLOOR PLAN & WALL TYPES. (j5/ STRUCTURAL STEEL COLUMN' REFER TO STRUCTURAL DWGS- om STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. PRECAST CONC. L|NTEL, REFER TO STRUCTURAL DWGS. 038 VNNDDVV PER SCHEDULE. 309 GYP, ACM CEILING ON SOO 162-43 JOIST @12^ O.C. W/ 2 LAYERS OF 5/8^ / CYP. BD ON TOP OF JOISTS. PROVIDE R-1- �ATT INSULATION,' UO 3'-8" X 5'-O" ACCESS OPENING ABOVE CEILING, .3^-0" ABOVE DECK 0STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN EXPOSED AREAS, DOUBLE BOLT THROUGH MEMBER, \+z/ PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS. \��/ PROVIDE CLEAR ANODIZED .OG4 GAGE ALUMINUM CURVED FASCIA WITH ~~' H0LO-D0VYN CLEATS AND CONCEALED JOINTS. N4> PROVIDE CONTINUOUS (NDN -SEAMED) CLEAR ANODIZED .OS4 GAGE -- ALUW|NUW CURVED ROOF COVERING WITH ADHESIVE OVER' 4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLY|SDCYANURAT INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4''x4" ANGLE BRACE ASSEMBLY MEMBERS. 05 PROVIDE CURVED GYP. BID. CEILING ON " F.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. �wj LUMINOUS STRETCH CEILING. �� @ 5/8' GYPSUM BD. CEILING. pN3 LIGHT FIXTURE �� Pk� G% 20GA �TL. STUD FRAMING X16'O.0 . C5O> STRUCTURAL 4x4x1 /4" TUBE AND BRACKET ASSEMBLY FOR EACH ~~ ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE ENTRY DOOR RECESS. DOUBLE BOLT THROUGH MEMBER. PROVIDE ANGLE 4x6x3/8~ AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN. UPROVIDE 8" WIDE x 10" HIGH CURVED CONCRETE CURB REINFORCED W/ 1 #5 REBAR TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE ' CMU CURB SHOWN PREVIOUSLY. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COP|ED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE MAY 6, 2011 WALL SECTIONS 0 " Kl OO � � CD _�. m�~� Z �� �� Lj BL� �� _ ~Ld Q �� y��. ~J O �� 0�� m �� Z � =°~� �UV �� �\ ^ =�. -7 ��= . 0� ^ erZ � b- �m�' v�� - ^-Ij O pl WALL SECTIONS DWAL SC ION 0:1= B-= 0'-0^ u " ^ u ` �14, ` ^ a 0-- q4 WALL SECTION SECTION KEYNOTES CONC. FOOTING, REFER TO STRUCTURAL DWCS,, (�/ CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWG3,. �J) CONC. APRON/SIDEWALK, SEE FLOOR PLAN &, STRUCTURAL DVVGS. �� (�/ 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. /5l 1/2'' THK CONTINUOUS EXPANSION BOARD. ��/ ' � . ( b) CONIC. FILL ALL CMU BELOW GRADE, TYP `~~/ . \ // OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. <O) l2^ CMU. REFER TO WALL TYPES ON SHEET A5.2. y -IN " \v/ 8CMU' REFER TO WALL TYPES ON SHEET A5.2. �� \u� �� CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DVVGS. �� �� [n] CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 012 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DVVGS. FOR BEAM POCKET DETAILS. �� V�/ POURED CONC. BEAW, REFER TO STRUCTURAL DVYCS�. �� Lwi�� DOOR PER SCHEDULE. �� H5> STEEL BAR JOIST, REFER TO STRUCTURAL DYV�� `�� .. <K8 CONT. STEEL ANGLE. REFER TD STRUCTURAL D�CS ~�� .. 87} STEEL JOIST BEARING PLATE. REFER T0 STRUCTURAL D��3 ��� .. �O) METAL DECK' REFER TO STRUCTURAL DWG3.. U9) CONTINUOUS INSULATION CANT STRIP. �� 00 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION, SEE ROOF PLAN. \�V FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. CZ2> 1/ P.T.2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. YY/ 2"0 x ~~ 8" LONG ANCHOR BOLTS 0/ J2'' O.C. MAX. ' ' Cl� TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL ~� DVVGS. PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. CZ�) STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL \�h) ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL. REFER ~- TO EXTERIOR ELEVATIONS 8c TYP. ACM DETAILS ON SHEET A5.6. C27> DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. ��� \��/ 5/8. GYPSUM BOARD OVER 1 1/2''x 22 CA 'Z' FURRING CHANNELS (0,24^ -- O.C. FASTEN 'Z' CHANNELS TO CMU OR CONC. Wk/ SUITABLE FASTENERS. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. "��FER TO WALL TYPES. 209 3/4" STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL TYPE AN -D FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE, Cj 5/8" GYPSUM BOARD, REFER TO WALL TYPES & FINISH SCHEDULE. \J2) CMU PILASTER, REFER TO STRUCTURAL DYV�S `~~� ^ U 3-5/8'x 20CA MTL. 'STUD FRAMING @ 16^ O C . GMETAL STUD FRAMED WALL/PARTITION, SEE FLOOR PLAN 8 WALL TYPES. ��5) STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DVVG3.. STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWCS. VNND0YV PER SCHEDULE GACM CEILING ON 600 182-43 JOIST (9) 12^ OC W/ 2 LAYERS OF 5/8~ GYP. BD. ON TOP OF JO|ST3, PROVIDE R-1- O.C. BATT INSULATION.' 3'-8^ X 5`-0^ ACCESS OPENING ABOVE CBL|NG, 3'-0^ ABOVE DECK STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM G STOREFRONT VERTICAL MEMBER IN EXPOSED AREAS, DOUBLE BOLT THROUGH MEMBER, (42) PROVIDE CONTINUOUS FOAM SEAL -TAPE |N ALUMINUM JOINTS. . /43\ PRONDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD-DOWN CLEATS AND CONCEALED JOINTS. \+�/ �� PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .084 GAG - ALUMINUM ALUW|NUM CURVED ROOF COVER/NG WITH ADHESIVE OVER 3/4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLf|S0CYANURATE INSULATION OVER 1 1/2" METAL DECK PANELS' WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4^x4" ANGLE BRACE ASSEMBLY MEMBERS. U5 PROVIDE CURVED GYP. BD, CEILING ON P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. �� ���/ LUMINOUS STRETCH CEILING, �� \�/ 5/8'' GYPSUM BD. CEILING, ~_' L|GHT FIXTURE 6''x 20GA ^�x �TL, STUD FRAMING @ 16` O.0 . STRUCTURAL 4x4x1 /4" TUBE AND BRACKET ASSEMBLY FOR EACH -~ ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE ENTRY DOOR RECESS, DOUBLE BOLT THROUGH MEMBER. PROVIDE ANGLE 4x8x3/8" AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN. 0PROV|DE 8. VV/DE x 10' ' HIGH CURVED CONCRETE CURB REINFORCED W1 1 #5 RE8AR TO SUPPORT THE CURVED STOREFRONT /N LIEU OF THE ' CMU CURB SHOWN PREVIOUSLY. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, ' CONSTRUCTION DOC`13. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 WALL SECTIONS DESIGNED BY: IDRAWN BY: JOB NO. 2011-21 SHEET NO. A4.2 C, kWALS E 'TI 0 N m C,--, ____ /11-0 //--o (WALL SECCIT110IN 1! :,� C L E.: L L SECTION KEYNOTES ol CONC. FOOTING, REFER TO STRUCTURAL DWG3.. (2/ CONC. SLAB ON GRADE' REFER TO STRUCTURAL DWGS.. (I) CONC. APRON /S|DEVVALR. SEE FLOOR PLAN 8c STRUCTURAL DYYCS. G12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. /�� �oJ 1/2., THK. CONTINUOUS EXPANSION BOARD. �� (b) CONC. FILL ALL CMU BELOW GRADE, TYP. �� �� t// OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. `�/ (8) 12" CMU' REFER TO WALL TYPES ON SHEET A5.2. (A) 8" CMU REFER T0 WALL TYPES ON SHEET &S2 `�� ' �� (K) CONC. FILLED K.O. CMU REFER TO STRUCTURAL DWGS. <U� CONTINUOUS FOAM INSULATION IN CMU CELLS FILLED, �~� � , 02 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL OWGS. FOR BEAM POCKET DETAILS. \�U �� POURED CONC, BEAM, REFER TO STRUCTURAL DWG3.. �� D4l DOOR PER SCHEDULE. �� (�Q STEEL BAR JOIST, REFER TO STRUCTURAL DYV0S.. CONT. STEEL ANGLE, REFER TO STRUCTURAL DYYGS.. y// STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DGS.. �� �� [x�/ METAL DECK, REFER TO STRUCTURAL DYYG3., �� �� \:y/ CONTINUOUS INSULATION CANT STRIP. �� �� \zu/ MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION,SEE ROOF ~~ PLAN [�) FULLY ADHERED ROOFING MEMBRANE, EXTEND UP OVER PARAPET WALL. CZ2) P.T.2x VVD� TDP PLATE FOR NAILING ANCHORED IN CW U YY/ 1/2''0 x `^� '. . . � ' ' 8 LONG ANCHOR BOLTS ��J2^ O.C. MAX. @ TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL \�*} PRE -FINISHED ALUMINUM COPiNG, REFER TO EXTERIOR F|W|3H SCHEDULE. \zo/ STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL CZ5) ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL. REFER ~~ TO EXTERIOR ELEVATIONS 8c TYP, ACM DETAILS ON SHEET A5,6. U22-1 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA `Z' FURRING CHANNELS @ 24" -- O.C. FASTEN 'Z' CHANNELS TO CIviU OR CONC. YV/ SUITABLE FASTENERS. REFER TO WALL TYPE3, PLACE 1 1/2" R|C|D INSULATION BETWEEN Z's. \zy/ 3/4' STUCCO ON CMU OR CONCRETE VVALL, REFER TO WALL TYPE AND ~~ FLOOR PLAN DRAWINGS. FINISHED CE|L|NG, REFER TO CEILING FINISH SCHEDULE. |]� 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE, \��/ CMU PILASTER, REFER TO STRUCTURAL DVVCS. �� C�3) 3-5/8^x 2OCA �TL. STUD FRAMING (� 18" DC ~�7 ' � . [54> METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN 8c WALL TYPES. []5> STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL D��3 ' 0,36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. PRECAST CONC. LINTEL' REFER TO STRUCTURAL DVVG3. WINDOW PER SCHEDULE. ACM CEILING ON SOU 162-43 JOIST (9 12" �-C W/ 2 LAYERS OF S/8U^ GYP. BD. 00 TOP OF JOISTS. PROVIDE R-1�A INSULATION,' 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 5'-0^ ABOVE DECK STRUCTURAL TUBE AND BRACET BRACE FOR EACH ALUMINUM ~-= STOREFRONT VERTICAL MEMBER' IN EXPOSED AREAS. DOUBLE BOLT THROUGH MEMBER, \*�/ PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS, PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH ~-� HOLD-DOWN CLEATS AND CONCEALED JOINTS. \��� �� PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .084 GAGE ~~^ ALUMINUM CURVED ROOF COVERING (,NON-SEAMED) ADHESIVE OVER 3/4" CURVED � H|H-DENS|TY BOARD OVER R-19 RIGID POLY|SOCYANURAT INSULATION OVER 1 |/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4^x4" ANGLE BRACE ASSEMBLY MEMBERS. N�) PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON ~~ CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TD BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. LUMINOUS STRETCH CEILING. 5/8" GYPSUM BD. CEILING. (48} LIGHT FIXTURE �� (4y) 8"x 2O�A �TL STUD FRAMING �� 18" O `~�' .0 . UO 'STRUCTURAL 4x4x1/4" TUBE AND BRACKET ASSEMBLY FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER /N CONCEALED AREA ABOVE ENTRY DOOR RECESS. DOUBLE BOLT THROUGH MEMBER. PROVIDE ANGLE 4x6x3/8^ AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN, PROVIDE 8" WIDE x 1O" HIGH CURVED CONCRETE CURB REINFORCED W/ 1 #5 REBAR TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE ' CMU CURB SHOWN PREVIOUSLY. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBL|3HED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REOUEST. � CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 WALL SECTIONS 0 " L] | z �� !u co PJ � � � �� ��� +~ 0 �� ��° �� ��� � � �� _J KU� ��� - < �� �� [] � O_ -] _ �J � � ���� �� �� �- m � Z QD Z 6 2, o WALL SECTIONS Y, , X Ci �r 1, � 4 ! a raw; i g r 5 7 M y i< u�y„CMYa, ,4a 114 ( DOOR, FRAME AND HARDVVARE SCHEDULE DOOR FRAME c� - --- - FINISH HARDWARE Hardware Group No. 01 (Aluminum exterior pair) Hardware Group No. 09 (Single interior aluminum door) ACCEPTABLE MANUFACTURERS Provide each PR door(s) with the following: q Provide each SGL door(s) with the following: A. To the greatest extent possible, obtain each kind of hardware Quantity Description Model Number Finish Mf _ Quantity Description Model Number Finish Mfr from one manufacturer only. 2EA CONTINUOUS HINGE 1 12HO 313 IVE 4EA HINGE 513131 4.5 X 4.5 652 IVE B. All numbers and symbols used herein have been taken from 1 EA PANIC HARDWARE 169'1 DT 628 DOP '1 EA Hookbolt Deadlock IVIS'1850S-050 Provide Backset 628 ( ) ADA the current catalogues of the following manufacturers. 1EA PANIC HARDWARE 1694NL-P 628 DOP IEA CYLINDER 20-061-ICX 626 SCH car 1EA RIM CYLINDER 20-057-ICX 626 SCH 1 EA CORE ONLY 23-030 626 SCH ACCEPTABLE MANUFACTURER SUBSTI rU rE 1EA CORE ONLY 23-030 626 SCH 1SET OFFSET DOOR PULL 8190-0-N 630 IVE Hinges: Hager, Bommer, Stanley 2EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER '1461 689 LCN Locks & Latches: Schlage, Falcon 2EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP F3438 626 IVE Cylinders, N<:eys, Keying: Schlage, Falcon 2EA DOME STOP FS438 626 IVE 1SET WEATHERSTRIP Furnished Linder Section 08400 3/0 Exit Devices: Van Duprin, Dor—O—Matic, Monarch 1SET WEATHERSTRIP (Furnished under section 08400) B/O 1EA THRESHOLD 896V AL NGP J Door Closers: LCN, Norton IEA THRESHOLD 896V AL NGP �_ OH Stops/Holders: Glynn Johnson, Rixson Hardware Group No. 10 (Janitor's closet) 114 ( DOOR, FRAME AND HARDVVARE SCHEDULE MARK SIZE MAT'L. ELEVATION I MAT ELEV HDWR RATING . FIRE REMARKS 101 (PR) 3'0 x 9'-6" ALUM E ALUM SF 01 - ! 102 (PR) S'0 x 9'-6" ALUM E ALUM SF 11 - (PR) 4'0 x 8'0 ALUM E ALUM SF 01 - 1+>E, _ " 3'-6" x 8'-0" GLASS K GLASS - 14 - TEMPERED GLASS SLIDING DOOR, 5 10/ �3-6" x 8'-0" CLASS K GLASS - 14 - TEMPERED GLASS SLIDING DOOR, 5 {d;:; 3'-0"_X 8,-0" SCWD ._ A HM 1 08 - 1 I i 3'-0l1 x 8''-0° GLASS J I �\ 14 - TEMPERED GLASS SWINGING DOOR 1 q 110 3'-0" x 7"-10" ALUM C ALUM — 17,_J'- 3 7-.3 ="` x-0 LASS J - - 14 TEMPERED GLASS SWINGING DOOR —. '120B 10'-4)" x 10'-0" OH DR M MTL - 14 SECTIONAL GLASS & STEEL DOOR, 7 "1200 (2)4'-6" x 8'-0" GLASS (2) K (2) 14 - (2) TEMPERED GLASS SLIDING DOORS, 5 121 3'-0" x 8'-0" ALUM C ALUM SF 07 - 122 3'-0" x 8'-0" ALUM C j ALUM SF 07 - 123 3'-0" x 8'-0" ALUM C ALUM SF 07 - "r��.�- x 8' SCWD A HM 1 07 - 25A 3'-=0" x 8'-0" SCWD B HM I 06 - 1,'50 3'-0" x 8'-0" SCWD B ( HM 1 06 - 126 3'-O" x 8'-0" SCWD B HM 1 06 - 127 3'-0' 't 8'-0" SCIND A HM 1 04 - i28 3'-v x.5_0 SCWD A I -IM 1 04 - ' `SCJ 3'-0" x 8'--0" SCWD A HM 1 05 - I, i30 3'-0",x 8'-0" SCWD A HM 1 10 I .. 133 3'-0'° ;t 8'-0 SCWD A HM 1 05 - 1 134A 3'-0" x 8'-0" SCWDA HM 1 06 - 1.340 3'-0" x 8'-0," SCVVD - A HM 2 05 1 1/2 HR I. 35A 3'-0" x 7'-0" HM A HM 2 12 EXTERIOR; PANIC HARDWARE; INSULATED 1358 8'--0" x 10'-0" OH DR F MTL - COILING; INSULATED; MOTORIZED DOOR ' 136 3 '- x 7'-0"" SCWD A FIM 1 06 - .....'.0.." — 137A 4'-W x 7'-D" SCVVD B HM 1 05 - 1378 (PR) 3'0 x 7'0 SCVVD H HM 2 13 - 138 3'-O",x 7'-0" SCWD A HM '1 05 - I_ - 0 A139A (PR; 3'0 x.8'O ALUM E ALUM SF 11 - j 1390 S'-0" x 8°=0" HM 7\ B HM 2 12 EXTERIOR 1390 12'-0" x 10'-0" OH DR �V � MTL zf SECTIONAL GLASS & STEEL DOORS, 7 1390 12'-0" x 10'--0" OH DR L MTL 14 COILING; VISION PANEL; MOTORIZED DOOR, 7 j t.. - - r 140 3'—.P x 7'-1<D" ALUM C ALUM 5F 09 — _. 141 3'-0" ;� 7'-10" ALUM C ALUM SF 09 i! 142 3'-0" x 7'-10" ALUM C ALUM SF 09 _ 143 3'- ��" x 7'-10" ALUM C ALUM SF 09 - 1.,.. -0 ;� 7'-10„ C AIM F 09 - 144 3 SLUM LJ S -- ;( 145 3'-0" ;x 7-10" ALUM - C ALUM SF 09 - �) 1\ ?I 146A 3'-0" X 7'-0" HM ( A HM 2 (^ 12 EXTERIOR; INSULATED i 146%; 3'-0" x 7'-0" HM ( A HM 2 '12 EXTERIOR; INSULATED 1 8)C 16'-0% 12'-U" OH DR_ F MTL - 14 HIGH SPEED; STEEL COILING DOORS, 7, 4 ,1460 3'--0" < 7'-0" HIM A HM 2 12 EXTERIOR; INSULATED �!1 . 9 3'-0" . "x 7-0" ,, SCVVD A HM 2 04 - 1 cr �, '15t0 3'-0" x 7'-0" SCWD A HM 2 08 - i 151 3'-0" x-7'-0" SCWD 8 HM 2 05 - �i.,.152)A 3'-0" x 7'-0" HM A HM 2 02 - EXTERIOR; INSULATED ida , ;,213 12'-0" x 10'-0" OH DR L MTL - 14 - COILING; VISION PANEL; MOTORIZED DOOR, 7 153 A 3'-0" x 7--0 HM A HM EXTERIOR; INSULATED 1,930 12'-0" x 10'-0" OH DR L MTL - L �1W - COILING; VISION PANEL; MOTORIZED DOORS, 7 '154 3'-0" x 7'-0" SCVVID A HM 4 03 - I 155 3'-0" x 7'-0" SCWD A HM 2 03 'i 56 3'-0"'x 7'-0" SCWD A HM 2 10 - r58, (PR) TO x 7'0 HM H HM 2 13 - EXTERIOR; INSULATED -15 `J 3' -0`x'7' -O` HM A HM 2 03 - EXTERIOR; INSULATED 1G''1A.3 0" x`7'-0" ALUM r �' ✓ ALUM SF 16 GC!B 3'-0" x 8'-0" ALUM C ALUM SF 17 - ~162 3'-0" x 8'-0" ALUM C ALUM SF 07 - ' 163 3'-04' x.8'-0" ALUM C ALUM SF 07 - 164 :3'- .0".y 8'-0" ALUM C ALUM SF 07 - 16.5 3'-0" x 8'-0" ALUM C ALUM SF 07 - 1 --- !'J&TES 1. WOOD DOORS ARE TO BE STAIN GRADE. 2, HOLLOW METAL DOOR FRAME PAINT SHALL BE SEMI -GLOSS FINISH. 3. ALL.ALUMINUM DOOR AND FRAME FINISHES SHALL BE CLEAR ANODIZED, U.O.N. 4. DOCKS 146C, HAVE RYTEC PREDADOOR - HIGH SPEED DOOR SYSTEM W/ MOTION DETECTOR, G3, SLIDING DOORS: PROVIDE FRAMELESS GLASS DOORS WITH BOTTOM ROLLING WHEELS IN THE PLANE OF THE 1/2" TEMPERED GLASS SIMILAR TO THAT BY SPECIALTY DOORS MODEL "TERRA -M" (CONTACT ADAM GROSS 1-866-815-8151) PROVIDE. SOFTSTOP®SYSTEM CONCEALED IN HEAD FOR BOTH EXTREMES OF TRAVEL. PROVIDE FLOOR TRACK SCREWED TO FLOOR, PROVIDE CONTINUOUS BLOCKING AND BRACING ABOVE GYPSUM BOARD SOFFIT TO TAKE OUT THE SHOCK OF THE OVERHEAD DOOR STOPS. 6. ALL DOOR HANDLES SHALL BE LEVER TYPE IN CONFORMANCE W/ ANSI 117.1, LATEST EDITION. 7. OVT11RHIEAD DOORS SHALL HAVE LOCKING DEVICE WITH KEYED CYLINDER. 2"1SEE 12" 2"I,- SEE 2" SCHED, 4 SCHED. -- c - - -- I u w V) to U, Ld Ld V) V) ELEV — I ELEV — .2 r,, r,rs ELEV - 3 ELEV - 4 N ci to u III co FRAME TYP NOT TO SCALE a MOUNTING LOCATION FOR SIGN SHALL BE SO THAT A PERSON MAY APPROACH WITH -IN 3" OF SIGN W/O ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITH -IN THE SWING OF THE DOOR. TTP. W.C. SIGN MOUNTING DETAIL NOT TO :SCALE Mt1f'%iii r-9 I'NlA-r'"1r,&9n 1_/ :i V 1 N L L_ d,_ V 1-1 1 1 "m -J 9 100 SQ. INCHES IN RATED DOORS EE SCHEDr, `EE SCHED.SEE SCHED; 4"J % u / a / w J S U) n crr Ld Ld w Li \ w � (10cWn ELEV - A ELEV B ELEV - C ELEV - D NOT USED SEE SCHED. SEE SCH ED. „ EQ, E0, 4„ 4' U (/7 IW �9 �a 'LEV - E ELEV - E SEE SCHED. Q w T U rn I u.r V) SEE SCHED. ELEV - 0 _ HARDWARE SCHEDULE DOOR FRAME c� - --- - FINISH HARDWARE Hardware Group No. 01 (Aluminum exterior pair) Hardware Group No. 09 (Single interior aluminum door) ACCEPTABLE MANUFACTURERS Provide each PR door(s) with the following: q Provide each SGL door(s) with the following: A. To the greatest extent possible, obtain each kind of hardware Quantity Description Model Number Finish Mf _ Quantity Description Model Number Finish Mfr from one manufacturer only. 2EA CONTINUOUS HINGE 1 12HO 313 IVE 4EA HINGE 513131 4.5 X 4.5 652 IVE B. All numbers and symbols used herein have been taken from 1 EA PANIC HARDWARE 169'1 DT 628 DOP '1 EA Hookbolt Deadlock IVIS'1850S-050 Provide Backset 628 ( ) ADA the current catalogues of the following manufacturers. 1EA PANIC HARDWARE 1694NL-P 628 DOP IEA CYLINDER 20-061-ICX 626 SCH car 1EA RIM CYLINDER 20-057-ICX 626 SCH 1 EA CORE ONLY 23-030 626 SCH ACCEPTABLE MANUFACTURER SUBSTI rU rE 1EA CORE ONLY 23-030 626 SCH 1SET OFFSET DOOR PULL 8190-0-N 630 IVE Hinges: Hager, Bommer, Stanley 2EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER '1461 689 LCN Locks & Latches: Schlage, Falcon 2EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP F3438 626 IVE Cylinders, N<:eys, Keying: Schlage, Falcon 2EA DOME STOP FS438 626 IVE 1SET WEATHERSTRIP Furnished Linder Section 08400 3/0 Exit Devices: Van Duprin, Dor—O—Matic, Monarch 1SET WEATHERSTRIP (Furnished under section 08400) B/O 1EA THRESHOLD 896V AL NGP J Door Closers: LCN, Norton IEA THRESHOLD 896V AL NGP �_ OH Stops/Holders: Glynn Johnson, Rixson Hardware Group No. 10 (Janitor's closet) Hardware Group No. 02 (Interior Passage Set) Provide each SGL door(s) with the following: Wall Stops/Floor: Ives, G—J, Rockwood Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr Kick Plates: Ives, Rockwood Quantity Description Model Number Finish Mfr 1EA HINGE 5BB1 4.5 X 4.5 652 IVE Threshold/ Weather-strip: Pemko, National Guard 3EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1EA STOREROOM LOCK ND80PD RHO 626 SCH Silencers: Ives, G—J, Rockwooc-1 1EA PASSAGE LATCH ND10S RHO 626 SCH IEA SURFACE CLOSER '1461 689 LCN Key Cabinet: Lund Key Control 1EA SURFACE CLOSER 1461 689 LCN IEA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA WALL STOP WS40700V 630 IVE 1EA WALL STOP VVS407CCV 630 IVE FINISH OF HARDWARE: 3EA SILENCER SR64 GRY IVE 3EA SILENCER SR64 GRY IVE Exterior Hinges to be Stainless Steel (32D) and Interior- hinges to be Satin Chrome (26D) Door Closers to be Aluminum, Locks to Hardware Group No. '11 (Aluminum interior pair) be Satin Chrome (26D). Exit Devices to be Satin Chrome (26D). Hardware Group No. 03 (Hollow metal exterior door) Provide each PR door(s) with the following: Overhead Holders to be Satin Chrome (26D), Stainless Steel Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr Quantity Description Model (Number Finish Mfr 2EA CONTINUOUS HINGE 112HD 3113 IVE (32D) and the Thresholds to be Mill Finish Aluminum. 3EA HINGE 5BB1 4.5X4.5 NRP 630 IVE IEA PANIC HARDWARE 1601DT 628 DOP 1EA CLASSROOM LOCK ND70PD RHO 625 SCH 1EA PANIC HARDWARE '1694NL-P 628 DOP HINGES AND PIVOTS: 1EA SURFACE CLOSER 1461 689 LCN 1EA RIIVI CYLINDER 20-057-ICX 626 SCH A. Exterior butts shall be Stainless Steel. Butts on all out 1EA KICK PLATE 8400 '10" X2" LDW 630 IVE 1EA CORE ONLY 23-030 626 SCH swinging doors shall be furnished with non—rernovable pins 1EA DOME. STOP FS438 626 IVE 2EA OFFSET DOOR PULL 8190-0 630 IVE (NRP). 1SET SEALS 50508 BRN NGP 2EA SURFACE CLOSER 1461 689 LCN B. Interior butts shall be as listed. 1EA DRIP CAP 16A AL NGP 2EA DOME STOP FS438 626 IVE 1EA THRESHOLD 896V AL (NGP 1SET WEATHERSTRIP Furnished under Section 08400 B/O KEYING: All locks and cylinders shall be Schlage Lock Company. All bittings shall be issued by lock manufacturer in order to create Hardware Group No. 12 (Hollow metal exterior fire exit) a grand master key system. Hardware croup No. C4 (Public toilet) Provide each SGL door(s) with the following: All locks and cylinders to be construction master keyed in a Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr manner that does not require the cylinders to be removed. Quantity Description Model Number Finish Mfr 3EA HINGE 5BB14.5X4.5NRP 630 IVE Provide Two (2) each change keys per lock and Six (6) each 3EA HINGE 513131 4,5 X 4.5 652 IVE 1EA PANIC HARDWARE 98NL 626 VON construction master keys.1EA 1EA PUSH PLATE 820ORC 8" X 16" 630 IVE 1EA RIM CYLINDER 20-057-ICX 626 SCH PULL PLATE 8305-ORC4"X16" 630 IVE 1EA CORE ONLY 23-030 626 SCH LOCKSETS: 1EA SURFACE CLOSER 1461 689 LCN 1EA SURFACE CLOSER '1461 689 LCN Locksets shall be Commercial Grade 1 Cylindrical type, unless 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA KICK PLATE 840010"X2"LDW 630 IVE specified otherwise, in "ND" series, RHO design as manufactured 1EA WALL STOP VVS407COV 630 IVE 'IEA DOME STOP FS438 626 IVE by Schlage. 3EA SILENCER SR64 GRY IVE IEA WALL STOP WS407CCV 630 IVE 1S ET SEALS 50508 BRN NGP Hardware Group No. 05 (Service door) 1EA DRIP CAP 16A AL NGP 1. Acceptable substitutions: Falcon T — series Provide each SGL door(s) with the following: 1EA THRESHOLD 896V AL NGP Quantity Description Model Number Finish Mfr EXIT DEVICES: 3EA HINGE 588'1 HW 4.5 X 4.5 652 IVE All devices shall be Von Duprin 98 Series in types and functions 1EA CLASSROOM LOCK ND70PD RHO 626 SCH Hardware Group No. 13 (SERVICE PAIR) specified. All devices must be listed under "Panic Hardware" in 1EA SURFACE CLOSER 1461 689 LCN Provide each PR door(s) with the following: accident equipment list of Underwriters Laboratories. All labeled 1EA KICK PLATE 8400 '10" X2" LDW 630 IVE Quantity Description Model Number Finish Mfr doors with "Fire Exit Hardware" must have labels attached and be 1EA WALL STOP VVS40700V 630 IVE 6EA HINGE 5P91 4.5 X 4.5 652 IVE in strict accordance with Underwriters Laboratories. 3EA SILENCER SR64 GRY IVE 2EA MANUAL FLUSH BOLT FB458 626 IVE All exit devices shall be tested to ANSI/BHMA A"156,3 test 1EA DUST PROOF STRIKE DP -I 626 IVE requirements by a BHMA certified testing laboratory. A written Hardware Group No. 06 (Office door) 1EA STOREROOM LOCK N080PD RHO 626 SCH certification showing successful completion of a minimum of Provide each SGL door(s) with the following: 2FA SURFACE CLOSER 1461 689 LCN "1,000,,000 cycles must be provided. antity Description Model Number Finish Mfr 2EA SILENCER SR64 GRY IVE All surface strikes shall be roller type and come complete with a 3EA HINGE 5PB1 4,5X4.5 652 IVE 1EA METAL Z -ASTRAGAL By Door Supplier GRY B/O plate underneath to prevent movement. And shall be provided 1EA CLASSROOM LOCK ND70PD RHO 626 SCH with a dead—latching feature to prevent latchbolt tampering. 1EA WALL STOP WS407CCV 630 IVE Hardware Group No. 14 3EA SILENCER SR64 GRY IVE. Hardware Provided by Manufacturer 1. Acceptable Substitutions: Dar—O—Matic 1690 Hardware GroupNo, C7 Office door with closer ( ) Hardware Group No. 15 Provide each SGL door(s) with the following: Overhead Door operated by exterior electrical keypad. Interior operation to be Quantity Description _ Model Number Finish Mfr push button for Lip and down function, Provide manual locking device option on interior. 3EA HINGE 51381 4.5 X 4.5 652 IVE (Submit for approval) 1EA CLASSROOM LOCK ND70PD RHO 626- 1EA SURFACE CLOSER 1461 689 LCN - 1 EA KICK PLATE 8400 10" X 2'° LDW 630 IVE � Hardware Group Na. '16 (Interior fire exit) Provide each SGL door(s) with the following: 1EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE Quantity Description Model Number Finish Mfr 3EA HINGE 5BBI 4.5 X4.5 652 IVE ) 1EA FIRE EXIT HARDWARE 98L -F 996L 626 VON Hardware Group No. 08 (Private toilet) 1EA RIM CYLINDER 20-057-ICX 626 SCH Provide each SGL door(s) with the following: 1EA GORE ONLY 23-030 626 SCH < Quantity Description _ Model Number Finish Mfr IEA SURFACE CLOSER 1461 689 LCN 3EA HINGE 51391 4.5 X 4.5 652 IVE 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA PRIVACY SET ND40S RHO 626 SCH 7� 1EA WALL STOP WS407CCV 630 IVE 'IEA WALL STOP WS4070CV 630 IVE j 1SET SEALS 5050E BRN NGP 3EA SILENCER SR64 GRY IVE ` Hardware Group No. 17 (Aluminum exterior) Provide each SGL door(s) with the following: Cua_ntitv Description Model Number Finish Nlfr 1EA CONTINUOUS HINGE 112HD 313 IVE 1EA PANIC HARDWARE '1694NL—P 628 DOP 1EA RIM CYLINDER 20-057—ICX 626 SCH IEA CORE ONLY 23-030 626 SCM 1EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP F5438) 626 IVE 1 SET WEATHERSTRIP (Furnished under section 08400) !'J&TES 1. WOOD DOORS ARE TO BE STAIN GRADE. 2, HOLLOW METAL DOOR FRAME PAINT SHALL BE SEMI -GLOSS FINISH. 3. ALL.ALUMINUM DOOR AND FRAME FINISHES SHALL BE CLEAR ANODIZED, U.O.N. 4. DOCKS 146C, HAVE RYTEC PREDADOOR - HIGH SPEED DOOR SYSTEM W/ MOTION DETECTOR, G3, SLIDING DOORS: PROVIDE FRAMELESS GLASS DOORS WITH BOTTOM ROLLING WHEELS IN THE PLANE OF THE 1/2" TEMPERED GLASS SIMILAR TO THAT BY SPECIALTY DOORS MODEL "TERRA -M" (CONTACT ADAM GROSS 1-866-815-8151) PROVIDE. SOFTSTOP®SYSTEM CONCEALED IN HEAD FOR BOTH EXTREMES OF TRAVEL. PROVIDE FLOOR TRACK SCREWED TO FLOOR, PROVIDE CONTINUOUS BLOCKING AND BRACING ABOVE GYPSUM BOARD SOFFIT TO TAKE OUT THE SHOCK OF THE OVERHEAD DOOR STOPS. 6. ALL DOOR HANDLES SHALL BE LEVER TYPE IN CONFORMANCE W/ ANSI 117.1, LATEST EDITION. 7. OVT11RHIEAD DOORS SHALL HAVE LOCKING DEVICE WITH KEYED CYLINDER. 2"1SEE 12" 2"I,- SEE 2" SCHED, 4 SCHED. -- c - - -- I u w V) to U, Ld Ld V) V) ELEV — I ELEV — .2 r,, r,rs ELEV - 3 ELEV - 4 N ci to u III co FRAME TYP NOT TO SCALE a MOUNTING LOCATION FOR SIGN SHALL BE SO THAT A PERSON MAY APPROACH WITH -IN 3" OF SIGN W/O ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITH -IN THE SWING OF THE DOOR. TTP. W.C. SIGN MOUNTING DETAIL NOT TO :SCALE Mt1f'%iii r-9 I'NlA-r'"1r,&9n 1_/ :i V 1 N L L_ d,_ V 1-1 1 1 "m -J 9 100 SQ. INCHES IN RATED DOORS EE SCHEDr, `EE SCHED.SEE SCHED; 4"J % u / a / w J S U) n crr Ld Ld w Li \ w � (10cWn ELEV - A ELEV B ELEV - C ELEV - D NOT USED SEE SCHED. SEE SCH ED. „ EQ, E0, 4„ 4' U (/7 IW �9 �a 'LEV - E ELEV - E SEE SCHED. Q w T U rn I u.r V) SEE SCHED. ELEV - 0 _ HARDWARE SCHEDULE c� - --- - FINISH HARDWARE Hardware Group No. 01 (Aluminum exterior pair) Hardware Group No. 09 (Single interior aluminum door) ACCEPTABLE MANUFACTURERS Provide each PR door(s) with the following: q Provide each SGL door(s) with the following: A. To the greatest extent possible, obtain each kind of hardware Quantity Description Model Number Finish Mf _ Quantity Description Model Number Finish Mfr from one manufacturer only. 2EA CONTINUOUS HINGE 1 12HO 313 IVE 4EA HINGE 513131 4.5 X 4.5 652 IVE B. All numbers and symbols used herein have been taken from 1 EA PANIC HARDWARE 169'1 DT 628 DOP '1 EA Hookbolt Deadlock IVIS'1850S-050 Provide Backset 628 ( ) ADA the current catalogues of the following manufacturers. 1EA PANIC HARDWARE 1694NL-P 628 DOP IEA CYLINDER 20-061-ICX 626 SCH car 1EA RIM CYLINDER 20-057-ICX 626 SCH 1 EA CORE ONLY 23-030 626 SCH ACCEPTABLE MANUFACTURER SUBSTI rU rE 1EA CORE ONLY 23-030 626 SCH 1SET OFFSET DOOR PULL 8190-0-N 630 IVE Hinges: Hager, Bommer, Stanley 2EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER '1461 689 LCN Locks & Latches: Schlage, Falcon 2EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP F3438 626 IVE Cylinders, N<:eys, Keying: Schlage, Falcon 2EA DOME STOP FS438 626 IVE 1SET WEATHERSTRIP Furnished Linder Section 08400 3/0 Exit Devices: Van Duprin, Dor—O—Matic, Monarch 1SET WEATHERSTRIP (Furnished under section 08400) B/O 1EA THRESHOLD 896V AL NGP J Door Closers: LCN, Norton IEA THRESHOLD 896V AL NGP �_ OH Stops/Holders: Glynn Johnson, Rixson Hardware Group No. 10 (Janitor's closet) Hardware Group No. 02 (Interior Passage Set) Provide each SGL door(s) with the following: Wall Stops/Floor: Ives, G—J, Rockwood Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr Kick Plates: Ives, Rockwood Quantity Description Model Number Finish Mfr 1EA HINGE 5BB1 4.5 X 4.5 652 IVE Threshold/ Weather-strip: Pemko, National Guard 3EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1EA STOREROOM LOCK ND80PD RHO 626 SCH Silencers: Ives, G—J, Rockwooc-1 1EA PASSAGE LATCH ND10S RHO 626 SCH IEA SURFACE CLOSER '1461 689 LCN Key Cabinet: Lund Key Control 1EA SURFACE CLOSER 1461 689 LCN IEA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA WALL STOP WS40700V 630 IVE 1EA WALL STOP VVS407CCV 630 IVE FINISH OF HARDWARE: 3EA SILENCER SR64 GRY IVE 3EA SILENCER SR64 GRY IVE Exterior Hinges to be Stainless Steel (32D) and Interior- hinges to be Satin Chrome (26D) Door Closers to be Aluminum, Locks to Hardware Group No. '11 (Aluminum interior pair) be Satin Chrome (26D). Exit Devices to be Satin Chrome (26D). Hardware Group No. 03 (Hollow metal exterior door) Provide each PR door(s) with the following: Overhead Holders to be Satin Chrome (26D), Stainless Steel Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr Quantity Description Model (Number Finish Mfr 2EA CONTINUOUS HINGE 112HD 3113 IVE (32D) and the Thresholds to be Mill Finish Aluminum. 3EA HINGE 5BB1 4.5X4.5 NRP 630 IVE IEA PANIC HARDWARE 1601DT 628 DOP 1EA CLASSROOM LOCK ND70PD RHO 625 SCH 1EA PANIC HARDWARE '1694NL-P 628 DOP HINGES AND PIVOTS: 1EA SURFACE CLOSER 1461 689 LCN 1EA RIIVI CYLINDER 20-057-ICX 626 SCH A. Exterior butts shall be Stainless Steel. Butts on all out 1EA KICK PLATE 8400 '10" X2" LDW 630 IVE 1EA CORE ONLY 23-030 626 SCH swinging doors shall be furnished with non—rernovable pins 1EA DOME. STOP FS438 626 IVE 2EA OFFSET DOOR PULL 8190-0 630 IVE (NRP). 1SET SEALS 50508 BRN NGP 2EA SURFACE CLOSER 1461 689 LCN B. Interior butts shall be as listed. 1EA DRIP CAP 16A AL NGP 2EA DOME STOP FS438 626 IVE 1EA THRESHOLD 896V AL (NGP 1SET WEATHERSTRIP Furnished under Section 08400 B/O KEYING: All locks and cylinders shall be Schlage Lock Company. All bittings shall be issued by lock manufacturer in order to create Hardware Group No. 12 (Hollow metal exterior fire exit) a grand master key system. Hardware croup No. C4 (Public toilet) Provide each SGL door(s) with the following: All locks and cylinders to be construction master keyed in a Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr manner that does not require the cylinders to be removed. Quantity Description Model Number Finish Mfr 3EA HINGE 5BB14.5X4.5NRP 630 IVE Provide Two (2) each change keys per lock and Six (6) each 3EA HINGE 513131 4,5 X 4.5 652 IVE 1EA PANIC HARDWARE 98NL 626 VON construction master keys.1EA 1EA PUSH PLATE 820ORC 8" X 16" 630 IVE 1EA RIM CYLINDER 20-057-ICX 626 SCH PULL PLATE 8305-ORC4"X16" 630 IVE 1EA CORE ONLY 23-030 626 SCH LOCKSETS: 1EA SURFACE CLOSER 1461 689 LCN 1EA SURFACE CLOSER '1461 689 LCN Locksets shall be Commercial Grade 1 Cylindrical type, unless 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA KICK PLATE 840010"X2"LDW 630 IVE specified otherwise, in "ND" series, RHO design as manufactured 1EA WALL STOP VVS407COV 630 IVE 'IEA DOME STOP FS438 626 IVE by Schlage. 3EA SILENCER SR64 GRY IVE IEA WALL STOP WS407CCV 630 IVE 1S ET SEALS 50508 BRN NGP Hardware Group No. 05 (Service door) 1EA DRIP CAP 16A AL NGP 1. Acceptable substitutions: Falcon T — series Provide each SGL door(s) with the following: 1EA THRESHOLD 896V AL NGP Quantity Description Model Number Finish Mfr EXIT DEVICES: 3EA HINGE 588'1 HW 4.5 X 4.5 652 IVE All devices shall be Von Duprin 98 Series in types and functions 1EA CLASSROOM LOCK ND70PD RHO 626 SCH Hardware Group No. 13 (SERVICE PAIR) specified. All devices must be listed under "Panic Hardware" in 1EA SURFACE CLOSER 1461 689 LCN Provide each PR door(s) with the following: accident equipment list of Underwriters Laboratories. All labeled 1EA KICK PLATE 8400 '10" X2" LDW 630 IVE Quantity Description Model Number Finish Mfr doors with "Fire Exit Hardware" must have labels attached and be 1EA WALL STOP VVS40700V 630 IVE 6EA HINGE 5P91 4.5 X 4.5 652 IVE in strict accordance with Underwriters Laboratories. 3EA SILENCER SR64 GRY IVE 2EA MANUAL FLUSH BOLT FB458 626 IVE All exit devices shall be tested to ANSI/BHMA A"156,3 test 1EA DUST PROOF STRIKE DP -I 626 IVE requirements by a BHMA certified testing laboratory. A written Hardware Group No. 06 (Office door) 1EA STOREROOM LOCK N080PD RHO 626 SCH certification showing successful completion of a minimum of Provide each SGL door(s) with the following: 2FA SURFACE CLOSER 1461 689 LCN "1,000,,000 cycles must be provided. antity Description Model Number Finish Mfr 2EA SILENCER SR64 GRY IVE All surface strikes shall be roller type and come complete with a 3EA HINGE 5PB1 4,5X4.5 652 IVE 1EA METAL Z -ASTRAGAL By Door Supplier GRY B/O plate underneath to prevent movement. And shall be provided 1EA CLASSROOM LOCK ND70PD RHO 626 SCH with a dead—latching feature to prevent latchbolt tampering. 1EA WALL STOP WS407CCV 630 IVE Hardware Group No. 14 3EA SILENCER SR64 GRY IVE. Hardware Provided by Manufacturer 1. Acceptable Substitutions: Dar—O—Matic 1690 Hardware GroupNo, C7 Office door with closer ( ) Hardware Group No. 15 Provide each SGL door(s) with the following: Overhead Door operated by exterior electrical keypad. Interior operation to be Quantity Description _ Model Number Finish Mfr push button for Lip and down function, Provide manual locking device option on interior. 3EA HINGE 51381 4.5 X 4.5 652 IVE (Submit for approval) 1EA CLASSROOM LOCK ND70PD RHO 626- 1EA SURFACE CLOSER 1461 689 LCN - 1 EA KICK PLATE 8400 10" X 2'° LDW 630 IVE � Hardware Group Na. '16 (Interior fire exit) Provide each SGL door(s) with the following: 1EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE Quantity Description Model Number Finish Mfr 3EA HINGE 5BBI 4.5 X4.5 652 IVE ) 1EA FIRE EXIT HARDWARE 98L -F 996L 626 VON Hardware Group No. 08 (Private toilet) 1EA RIM CYLINDER 20-057-ICX 626 SCH Provide each SGL door(s) with the following: 1EA GORE ONLY 23-030 626 SCH < Quantity Description _ Model Number Finish Mfr IEA SURFACE CLOSER 1461 689 LCN 3EA HINGE 51391 4.5 X 4.5 652 IVE 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA PRIVACY SET ND40S RHO 626 SCH 7� 1EA WALL STOP WS407CCV 630 IVE 'IEA WALL STOP WS4070CV 630 IVE j 1SET SEALS 5050E BRN NGP 3EA SILENCER SR64 GRY IVE ` Hardware Group No. 17 (Aluminum exterior) Provide each SGL door(s) with the following: Cua_ntitv Description Model Number Finish Nlfr 1EA CONTINUOUS HINGE 112HD 313 IVE 1EA PANIC HARDWARE '1694NL—P 628 DOP 1EA RIM CYLINDER 20-057—ICX 626 SCH IEA CORE ONLY 23-030 626 SCM 1EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP F5438) 626 IVE 1 SET WEATHERSTRIP (Furnished under section 08400) B/O 1EA THRESHOLD 896V AL NGP DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF �G ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, _D, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT `EN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION DOCS. ISSUE DATE: 9--2"1-11 'n z c� q 4r zp- x car w r� - .. . _ ,_.. . , . �a+a,t�.�tErs.,rtu�; s� z�• s,�x,tt.�;t c. rs¢r �'—,:.� ' � . ��: lu'�d. SaRnn-,wJS Susi ,r.. _ :iiia3a.+""was",C?.�, 'r�i' "moi-,` KEY NOTES >jr I23 23 (') 3 5/8" 20 GA. METAL STUDS SPACED 16" wc. u -� C% -- -,'} cyr•+ ~ w C` -�(� ( )) __ _ � 0 O'C' ; 2 FILL ALL CIMU CELLS W/FOAM IN SULATION.` 2 & 4 4 2 242= C24)3 �103 ` 3) 3-1/2" THS. SOUND BATT INSULATION - 24 ! � 029- 041 5/8" THK. GYPSUM WALL BOARD 2�4 C' I a WALL TILE AS SPECIFIED x > I 6 6" 20 GA. METAL STUDS SPACES '16" O.C. � (' } ZH1 )4�i C�� 3 LIGHT TEX`I`Uf CU (D aIUCCO FINISH. F----04 6 C< t7o c3 8 x 8 x 16 CMU WITH HORIZONTAL N 1 Z AL DIRE REINFORCEMENT SPACED '16" 0.C. �I 'I �-- VERTICALLY. 1 1/2" RIGID INSULATION BOARD„ REFER TO (' (� 0 ., —05 SPECIFICATION MANUAL. ul �%. K) Q-) 1 1/2" Z SHAPE FURRING _ } ��___--4� < 3 0 GAUGE r CHANNELS 22 E APPLIED VERTICALLY AND FASTENED I I �✓ TO THE MASONRY WALL THROUGH THE PLUMBING �� ;'`T < SNORT .3/4" FLANGE WITH SUITABLE fl i (FI SIDE �T9 (_ MASONRY FASTENERS (9 24° O.C. MAX. , 8 x 12 x '16 CMU WITH HORIZONTAL WIRE + , ' ` 1 REINFORCEMENT SPACES 16" O.C. VERTICALLY. k' THIC;�::NESS _ 4 7/8" THICKNESS - 4 7 '," i „ 1=' 8" 22 GA. METAL STUDS SPACES 16" O.C. , / / THICKNESS - 7 1/4" THICKNESS - 4 7/8 THICKNESS - 4 77/8" THICKNESS - 7 1/4" THICKNESS - 7 1/4" THICKNESS - 8 RATING - NONE RATING - NONE RATING - NONE THICKNESS - 8"' RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE 13 REFER TO STRUCTURAL ELEVATION I' ASSEMBLY - N/A STC R ASSEMBLY - N ST ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY -- N/A ASSEMBLY -- N/A DRAWINGS FOR CMU WALL HEIGHT C STC RATING -STC-�-9 (SA -87071 �) ASSEMBLY - N� A 14 WALL EXTENDS ABOVE ROOF, SEE WALL II a- -• � .. s SECTIONS INTERIOR PARTITION PARTITION N I T�RI�R PARTITION I9��T RI R PARTITION ��\�� � �ARTITI Ii�T RIr�R PARTITI�i� INTERIOR PARTITION I�T��'�I R �ARTITI �� I FE R R PA RTITI O N cvvi „ _ . , - E�LINTERIOR „ _ . , W3 W4 - „ » N „ VVI - „ _ W7 - Y c „ 5/8 CEMENT BOARD SCALE: 1 - I -0 SCALE: I - I -0 _KALE. 1 1 -0 SCALE: 1 = 1 -0 SCALE: 1 = 1 -0 SCALE: 1" _ 1 -0 SCALE: 1" = 1'-0" � SCALE: 1 = I'-0" SCALE: 1" = 1'-0" 1`"' 16 R-11 BATT INSULATION ` --'--- - - — - 07 „ 5/d MOISTURE RESISTANT GYP, BOARD: r T0�6 18 FILL ALL C.M,U. CELLS 'W/ FOAM INSULATION 26 TO ROOF DECK. a----203-77 STUCCO WITH LIGHT SAND FINISH. '}r '00 NT USED13 '13 ,. r ' 1 _U2 NOT USED 2_ :F t \ j NOT USED S f , l l } , y ( } �q �3 M_1 -AL ROOF DELI, STRUG PURE ..� , �i ; `is � �� 24 24 (1:3)- 24 ti �I ;., `'+ 24 SCHEDULED CEILING.11 4 i 7 r �A DSEAL TIGHT TO FLOOR OR C.M.U. WALL. (i X -i 1 $ 11 10 r777 77-7-( 200— ?; .x _r - 4I-` , SEAL. TIGHT TO METAL DECK STRUCTURE y ABOVE, FOLLOW U.L. LISTING, REQUIREMENTS 7 Y 18 < (°�;' f i i I � IF FIFiE RATr D WALL) y 5 �_ 5/8 THK, GYPSUM WALL BOARD TYPE X � 5 --- -_ 5 _ a2 (REFER TO FINISH SCHEDULE FOR WALL - _ 032 -r FINISH). 18 S V r i! I 23 , NOT USED I8 j jj - ; *2J 5/8" DENSGLASS SHEATHING. { 32 3/4" THK. SAND FINISHED STUCCO OVER WIRE LATHE. NOT USED c - . - 63"1 6 x 6 x 16 CMU WITH HORIZONTAL WIRE THICI:NESS - 13 3/4" THICKNESS - 14 1/2" THICKNESS - 11 5/8" THICKNESS - 7 5/8" THICKNESS - 12 3/8" THICKNESS - 6 3/8" THICKNESS - 5 5/8" THICKNESS - 6" THICKNESS - 11 5/8" REINFORCEMENT SPACES "16" O.C. RATING' - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE VERTICALLY, 'h ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY .- N/A ASSEMBLY - N/A ASSEMBLY -- N/A 3 FOR CONTINUATION REFER TO WALL T., IT'RI'�R ARTIT� �`�E. I�RTZTIOi� INT'E�ID�t, PARTITION INTERIOR P�'"�IcIrl,_ W13 'ERI R ��� r INTERI R ARTITION � Ii�T�RI�R �'ARTITI ��_II�T�RIC�R PARTITION II��fiRy,® ARTITI�� W12 - - aIU1 /1 W1 SCALE: I" = 1'-0" SCALE: I" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" - 1'-0" J SCALE I' = 1'-G" SCALE; 1" = 1'-0" �� SCALE: 1" - '1'-0" i�, J�'C y� 04 �� 026 7Jt 26 -✓ - r ! - j 14, _... co v 204 -204 1 �.1�l r ,ff( i',r i(.riQ �j, ! ., 03-40--- 24 I '. ' 204 24 �t ! t 1 ( r _; r i 16 24 l�� 18 sem- _+ Q �t<i� 18 �� 5 4 4 + 177. 1 3 (9 i, 4 � 7 (^.J9 z LL 7 til r i L -(J O. ASSEMBLY -- U,L. DESIGN NO. U905 ASSEMBLY - N/A STC RATING - STC -49 (SA -870717) _ -- 1�TITIN INT R, � �IR�TITI�011 INTER. R A T TION32 - - - W33 v „ 1" = 1-0SCALE: 1" = 1'-0" INTR�� -0" - - - - - THIS aPRINDRENIC�I(NEERD ENGINEERING, NGD'.LAIGN ND AI'?10yN0 ARE THE BFE REPRODUCED, I COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 2 SESCALE WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. I x LIJQ) LJ z w `' LJ f. w C}7 T— Lc) rn -. !J i JR �'tr{ 0 -x I �r i �( ! I, � 1 ,"I ( '(-1P it SEAL. TIGHT TO METAL DECK STRUCTURE y ABOVE, FOLLOW U.L. LISTING, REQUIREMENTS 7 Y 18 < (°�;' f i i I � IF FIFiE RATr D WALL) y 5 �_ 5/8 THK, GYPSUM WALL BOARD TYPE X � 5 --- -_ 5 _ a2 (REFER TO FINISH SCHEDULE FOR WALL - _ 032 -r FINISH). 18 S V r i! I 23 , NOT USED I8 j jj - ; *2J 5/8" DENSGLASS SHEATHING. { 32 3/4" THK. SAND FINISHED STUCCO OVER WIRE LATHE. NOT USED c - . - 63"1 6 x 6 x 16 CMU WITH HORIZONTAL WIRE THICI:NESS - 13 3/4" THICKNESS - 14 1/2" THICKNESS - 11 5/8" THICKNESS - 7 5/8" THICKNESS - 12 3/8" THICKNESS - 6 3/8" THICKNESS - 5 5/8" THICKNESS - 6" THICKNESS - 11 5/8" REINFORCEMENT SPACES "16" O.C. RATING' - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE VERTICALLY, 'h ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY .- N/A ASSEMBLY - N/A ASSEMBLY -- N/A 3 FOR CONTINUATION REFER TO WALL T., IT'RI'�R ARTIT� �`�E. I�RTZTIOi� INT'E�ID�t, PARTITION INTERIOR P�'"�IcIrl,_ W13 'ERI R ��� r INTERI R ARTITION � Ii�T�RI�R �'ARTITI ��_II�T�RIC�R PARTITION II��fiRy,® ARTITI�� W12 - - aIU1 /1 W1 SCALE: I" = 1'-0" SCALE: I" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" - 1'-0" J SCALE I' = 1'-G" SCALE; 1" = 1'-0" �� SCALE: 1" - '1'-0" i�, J�'C y� 04 �� 026 7Jt 26 -✓ - r ! - j 14, _... co v 204 -204 1 �.1�l r ,ff( i',r i(.riQ �j, ! ., 03-40--- 24 I '. ' 204 24 �t ! t 1 ( r _; r i 16 24 l�� 18 sem- _+ Q �t<i� 18 �� 5 4 4 + 177. 1 3 (9 i, 4 � 7 (^.J9 z LL 7 til I ("� , .. is (D — +i � i ,r+, "'i"i"'� d_j'✓'`. , ...t ^- � ,, c"-,�1 - : :,l-., t.{" t., a r � I� !I �,-( I .Y - _ .'171,\jj .r^i., , (.' .., "'�f 2�1, 27 i 10 10 71 ECJ. RM. SIDE '+ 4 :.`> _ tr I^ i,`<\ ALL GYPSUM BOARD IN LAVATORIES AND BEHIND 1 I ,�.' , �. (. 11 PLUMBING "; MISC. PLUMBING FIXTURES SHALL BE 5/8" THK, 4� �� SID �, r ` �_< �r. ( -- �,;� �' MOISTURE RESISTANT, _-'i.... r 7 E ( f ( F: 2. PROVIDE 3 5/8" tiITL. STUD ANGLED SUPPORT ILL' F STUD PARTITION TO STRUCTURE ABOVE. TYPICAL FOR Al I INTF-RInR 48 O.C, FROM TOP O �.� STUD WALLS, THICKNESS - 8 THICKNESS - -13 1/8 'THICKNESS - 13 3/T THICKNESS - 15 7/8 THICKNESS - 14 1/2' THICI<NESS - VARIES THICKNESS - VARIES RATING - NONE RATING - NONE RATING - (1) HOUR RATING RATING - NONE RATING -- NONE RATING - NONE RATING - NONE THICKNESS' - 9 1/4" / c /+ ASSEMBLY - U,L. DESIGN NO, 0905 ASSEMBLY - N /,'\ ASSEMBLY - N/A 'ASSEMBLY - N/A ASSEMBLY - N/A RATING - NONE ASSEMBLY - N A ASSEMBLY - N A � � - '� ASSEMBLY - N/A s' INTERIOR PARTITION EXTERIOR PARTITION I. -HOUR FIRE RATED �` II��T�R��R,,P,�RTITION �. TRI R PARTITION I TERIOR PARTITI N INTERIOR PAR`�ITIO ` T � - 1 W2®�„— W21 -W22 - W2� W24 W2 „ J -- IT�aI�RA�iITIiIW2 6-_ SCALE: 1” = 1' 0 SCALE. 1 - 1 -0 INTRIR�( GALE: - - SCALE. 1 - 1 -0 SCALA: 1 = I -0 SCALE: 1 = 1'-G (-3)0SCALE:'SCALE, 1" 1'-0" 1 l 14 � t } V 204 ;) > 24 ,I r - y "I 4 J -0 `} >) >)A.10 I U � � C 27 > 1 3 'I8 C% RATING - 1 HOUR RATING G _ () RATING NONE L -(J O. ASSEMBLY -- U,L. DESIGN NO. U905 ASSEMBLY - N/A STC RATING - STC -49 (SA -870717) _ -- 1�TITIN INT R, � �IR�TITI�011 INTER. R A T TION32 - - - W33 v „ 1" = 1-0SCALE: 1" = 1'-0" INTR�� -0" - - - - - THIS aPRINDRENIC�I(NEERD ENGINEERING, NGD'.LAIGN ND AI'?10yN0 ARE THE BFE REPRODUCED, I COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 2 SESCALE WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. I LIJQ) LJ z w `' LJ L0 w C}7 T— Lc) rn -. !J i JR �'tr{ 0 -x ILL i �( ! I, � 1 ,"I '(-1P it I ("� , .. is (D — +i � i ,r+, "'i"i"'� d_j'✓'`. , ...t ^- � ,, c"-,�1 - : :,l-., t.{" t., a r � I� !I �,-( I .Y - _ .'171,\jj .r^i., , (.' .., "'�f 2�1, 27 i 10 10 71 ECJ. RM. SIDE '+ 4 :.`> _ tr I^ i,`<\ ALL GYPSUM BOARD IN LAVATORIES AND BEHIND 1 I ,�.' , �. (. 11 PLUMBING "; MISC. PLUMBING FIXTURES SHALL BE 5/8" THK, 4� �� SID �, r ` �_< �r. ( -- �,;� �' MOISTURE RESISTANT, _-'i.... r 7 E ( f ( F: 2. PROVIDE 3 5/8" tiITL. STUD ANGLED SUPPORT ILL' F STUD PARTITION TO STRUCTURE ABOVE. TYPICAL FOR Al I INTF-RInR 48 O.C, FROM TOP O �.� STUD WALLS, THICKNESS - 8 THICKNESS - -13 1/8 'THICKNESS - 13 3/T THICKNESS - 15 7/8 THICKNESS - 14 1/2' THICI<NESS - VARIES THICKNESS - VARIES RATING - NONE RATING - NONE RATING - (1) HOUR RATING RATING - NONE RATING -- NONE RATING - NONE RATING - NONE THICKNESS' - 9 1/4" / c /+ ASSEMBLY - U,L. DESIGN NO, 0905 ASSEMBLY - N /,'\ ASSEMBLY - N/A 'ASSEMBLY - N/A ASSEMBLY - N/A RATING - NONE ASSEMBLY - N A ASSEMBLY - N A � � - '� ASSEMBLY - N/A s' INTERIOR PARTITION EXTERIOR PARTITION I. -HOUR FIRE RATED �` II��T�R��R,,P,�RTITION �. TRI R PARTITION I TERIOR PARTITI N INTERIOR PAR`�ITIO ` T � - 1 W2®�„— W21 -W22 - W2� W24 W2 „ J -- IT�aI�RA�iITIiIW2 6-_ SCALE: 1” = 1' 0 SCALE. 1 - 1 -0 INTRIR�( GALE: - - SCALE. 1 - 1 -0 SCALA: 1 = I -0 SCALE: 1 = 1'-G (-3)0SCALE:'SCALE, 1" 1'-0" 1 l 14 � t } V 204 ;) > 24 ,I r - y "I 4 J -0 `} >) >)A.10 I U � � C 27 > 1 3 'I8 C% 11C3,) -- -06 r (�s I >> (4�r THICKNESS -- "13 3/4" THICKNESS - 7 1/4" RATING - 1 HOUR RATING G _ () RATING NONE L -(J O. ASSEMBLY -- U,L. DESIGN NO. U905 ASSEMBLY - N/A STC RATING - STC -49 (SA -870717) _ -- 1�TITIN INT R, � �IR�TITI�011 INTER. R A T TION32 - - - W33 v „ 1" = 1-0SCALE: 1" = 1'-0" INTR�� -0" - - - - - THIS aPRINDRENIC�I(NEERD ENGINEERING, NGD'.LAIGN ND AI'?10yN0 ARE THE BFE REPRODUCED, I COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 2 SESCALE WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. I LIJQ) LJ z w `' LJ L0 w C}7 T— Lc) rn -. !J 0 ILL i �( ! I, � 1 ,"I it 11C3,) -- -06 r (�s I >> (4�r THICKNESS -- "13 3/4" THICKNESS - 7 1/4" RATING - 1 HOUR RATING G _ () RATING NONE L -(J O. ASSEMBLY -- U,L. DESIGN NO. U905 ASSEMBLY - N/A STC RATING - STC -49 (SA -870717) _ -- 1�TITIN INT R, � �IR�TITI�011 INTER. R A T TION32 - - - W33 v „ 1" = 1-0SCALE: 1" = 1'-0" INTR�� -0" - - - - - THIS aPRINDRENIC�I(NEERD ENGINEERING, NGD'.LAIGN ND AI'?10yN0 ARE THE BFE REPRODUCED, I COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 2 SESCALE WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. I 100% CONSTRUCTION DOC'S. ISSUE DATE: -0-21 -11 CONTRACT DATE: MAY C, 2011 WALL TYPE DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. — A5.2 L -(J O. L7 f� I LIJQ) LJ z w `' LJ L0 w C}7 T— Lc) rn 0 !J 0 ILL WALL TYPE DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. — A5.2 WOMEN 125 MEN 126 RESTROOM 1/4"=1�� __.INTERIOR ELEVATION KEYNOTES GREFER TO SHEET A6,2 FOR KEY NOTES FV. -0)COPYAREA 3/8', ,- Thi r,-/ / / �-^-rx"r` --- FlN1��[l K_������|14 u ExXX -X ) REFER TO SHEET AJ.O xMEW WOMEN 125-6 p p | J Fl, 1- ­­ LO c n. ar _T1, kL I -J 7 - 7_7 _711 _�7'1 - --------- T-- 0 Lo LU ]02 T G cli QD LL 5 57" =j___J7 WOMEN 125-6 p p | J Ln WOMEN 125-6 p p | J TECH AREA 1/4" V-011 [ MEN TECH LOCK RM. 139-17 --t- - 11 - | J LLJ cil LO c n. ul _T1, kL I -J [ MEN TECH LOCK RM. 139-17 --t- - 11 - | J LLJ cil LO c n. ul _T1, I -J 7 - 7_7 _711 _�7'1 1 MEN 126-3 p V_' F_- �7� �_:TTE - ­<- __-__.__l________ - - )�El� 12 �6- - � | | J LLJ cil LO c n. ul p V_' F_- �7� �_:TTE - ­<- __-__.__l________ - - )�El� 12 �6- - � | | J p V_' F_- �7� �_:TTE - ­<- __-__.__l________ - - )�El� 12 �6- - L J- ( \ CH X A\/ 140-1.3W �� /�E 140-1613 18 DATE: 6, 7011 LLJ cil LO le 7_7 _T1, I -J 7 - 7_7 _711 _�7'1 - L J- ( \ CH X A\/ 140-1.3W �� /�E 140-1613 18 DATE: 6, 7011 LLJ cil LO \ CH X A\/ 140-1.3W �� /�E 140-1613 18 Kjo MEN TECH LOCK/--RESTRM. 139 ' 23 00 rr7!excnx/ mc. 1PROVIDE BL0'K|NC IN WALL TO SUPPORT ALL WALL MOUNTED FIXTURES. 2. ALL DIMENSIONS TO BE FIELD VER|F�ED BY CONTRACTOR PRIOR TO FABRICATION AND |NSTALLA�UN OF MILLWORK. 3� THE CONTRACTOR SHALL COORDINATE AND INSURE THAT THE WORK OF OTHER TRADES INSTALLED IN THE MILLWORK |3 PERFORMED AS FULLY AND C0RRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPEC|F|CAT|ON3. 4' ALL EXPOSED SURFACES IN MILLWORK SHALL BE COVERED BY PLAST|C L�W|NATE. 5�ENERAL C0NTRAC��R REQU|RED TO 3UB�|T CAB|NET SHOP DRAWINGS PRIOR TO FABRICATION. FT0TSH KEYNOTES REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.0 TNT���[)��U�U�T����������T�� +/a ' ^_/`+��.` `_,_^_",,.^^�vn /�^_/ /w��/^_~� HANDICAP ACCESSIBLE 'TOILET AS SCHEDULED ON PLUMBING PLAN. 0 WALL MOUNTED URINAL AS SCHEDULED ON PLUMBING PLAN. �� ��/ HANDICAP ACCESSIBLE LAVATORY AS SCHEDULED ON PLUMBING PLAN. �� \r/ LAVATORY AS SCHEDULED ON PLUMBING PLAN. \`�) TOILET AS SCHEDULED ON PLUMBING PLAN. \o/ DOOR AS SCHEDULED. 1// TOILET PARTITION, ,- U�>TECHNICIAN LOCKERS SUPPLIED AND INSTALLED BY GC / WALL -TILES REFER TO |NTER 0R F|N/3HSCHEDULE ON 3H[�T A30 0 .. QU) REFER TO PLUMBING SCHEDULE ON SHEET P2.0. (D) FOR MILLWORK DETAILS SEE SHEET A6.2. �� [C� ARWAFLEX INSULATION AROUND DRAIN PIPE. �� V�/ BRAC|N� WITH PLASTIC LAMINATE FINISH. V+/ BASE AS SCHEDULED. .� �� \cV 3/4'' PLYWOOD REMOVABLE ACC PANEL ON VN3DD BLOCKING A3 �~ REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL LAMINATE FINISH, REFER TO FINISH SCHEDULE ON SHEE T Al 0. " \»/ 1 W. REVEAL W/ STAINLESS STEEL PLASTIC LAMINATE FINISH REFER -- TO F|N|3H SCHEDULE ON SHEET A3.0 AND SHEET A6.2. _- ycV SOLID SURFACE COUNTERTOP AND BACKSPLA3H. �� \uy 3/4" PLYWOOD WITH LAMINATE FINISH. TOILET ACCESSORIES SCHEDULE "BOBRICK" MODEL No: B-2860 SURFACE MOUNTED ROLL- PAPER -TOWEL -304 22 GA., STAINLESS STEEL WITH DISPENSER, CONSTRUCTED OF TYPE SATIN FINISH. TOUGH FREE, PULL TOWEL MECHANISM. ---ET2] ASI 2000 SOAP DIS'PENSER "GAMCO" TTD-2 SURFACE MOUNTED TOILET TISSUE DISPENSER OR `LEAR OF STALL DOOR SWING. EQUAL. MOUNT C "GAMCO" ND -1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL PR NOT USED STAINLESS BUILT IN TRASH CHUTE W RIM, 8" ROUND OPENING, 2" MIN, HIGH 24"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROF 42"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR �T ]II MIRROR WITH MOLDED WOOD FRAME, WIDTH OF BA' E CABINET HEIGHT IS "BOBR�CK` MODEL No: B-364 A "D WASTE RECEPTACLE, TYPE -301, --DIE RECESSL 5.7), SATIN FINISH ALL EXPO�ED SURFACES. S -TOWEL DISPENSER, BLACK. —FIA "1806�1'C`K" MODEL No: B-279 SURFACE MOUNTED WASTE RECEPTACLE 6" DEEP "ASI" MODEL NO: 0332 LAVATORY MOUNTED SOAP DISPENSER "BOBRICK" MODEL Na: B-275 SURFACE MOUNTED WASTE RECEPTACLE I', "A"I" MODEL No: 9,343 SURFACE MOUNTED SOAP DISPENSER "A31" MODEL NO: 20363 SURFACE MOUNTED SOAP DISPENSER f INTERIOR ELEVATION KEY NOTES REFER TO SHEET A6.2 FOR KEY NOTES FN LLIL RECEPTION 25 22 ECEPTION 103 l � ��������/��J _ ���� RECEPTION ����� ���������/�K�� ���� r��^���rx�v�n� ���� TH|S DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED` COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. - CONSTRUCTION DOC'S. DATE: 6, 7011 LLJ cil LO le 7_7 Kjo MEN TECH LOCK/--RESTRM. 139 ' 23 00 rr7!excnx/ mc. 1PROVIDE BL0'K|NC IN WALL TO SUPPORT ALL WALL MOUNTED FIXTURES. 2. ALL DIMENSIONS TO BE FIELD VER|F�ED BY CONTRACTOR PRIOR TO FABRICATION AND |NSTALLA�UN OF MILLWORK. 3� THE CONTRACTOR SHALL COORDINATE AND INSURE THAT THE WORK OF OTHER TRADES INSTALLED IN THE MILLWORK |3 PERFORMED AS FULLY AND C0RRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPEC|F|CAT|ON3. 4' ALL EXPOSED SURFACES IN MILLWORK SHALL BE COVERED BY PLAST|C L�W|NATE. 5�ENERAL C0NTRAC��R REQU|RED TO 3UB�|T CAB|NET SHOP DRAWINGS PRIOR TO FABRICATION. FT0TSH KEYNOTES REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.0 TNT���[)��U�U�T����������T�� +/a ' ^_/`+��.` `_,_^_",,.^^�vn /�^_/ /w��/^_~� HANDICAP ACCESSIBLE 'TOILET AS SCHEDULED ON PLUMBING PLAN. 0 WALL MOUNTED URINAL AS SCHEDULED ON PLUMBING PLAN. �� ��/ HANDICAP ACCESSIBLE LAVATORY AS SCHEDULED ON PLUMBING PLAN. �� \r/ LAVATORY AS SCHEDULED ON PLUMBING PLAN. \`�) TOILET AS SCHEDULED ON PLUMBING PLAN. \o/ DOOR AS SCHEDULED. 1// TOILET PARTITION, ,- U�>TECHNICIAN LOCKERS SUPPLIED AND INSTALLED BY GC / WALL -TILES REFER TO |NTER 0R F|N/3HSCHEDULE ON 3H[�T A30 0 .. QU) REFER TO PLUMBING SCHEDULE ON SHEET P2.0. (D) FOR MILLWORK DETAILS SEE SHEET A6.2. �� [C� ARWAFLEX INSULATION AROUND DRAIN PIPE. �� V�/ BRAC|N� WITH PLASTIC LAMINATE FINISH. V+/ BASE AS SCHEDULED. .� �� \cV 3/4'' PLYWOOD REMOVABLE ACC PANEL ON VN3DD BLOCKING A3 �~ REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL LAMINATE FINISH, REFER TO FINISH SCHEDULE ON SHEE T Al 0. " \»/ 1 W. REVEAL W/ STAINLESS STEEL PLASTIC LAMINATE FINISH REFER -- TO F|N|3H SCHEDULE ON SHEET A3.0 AND SHEET A6.2. _- ycV SOLID SURFACE COUNTERTOP AND BACKSPLA3H. �� \uy 3/4" PLYWOOD WITH LAMINATE FINISH. TOILET ACCESSORIES SCHEDULE "BOBRICK" MODEL No: B-2860 SURFACE MOUNTED ROLL- PAPER -TOWEL -304 22 GA., STAINLESS STEEL WITH DISPENSER, CONSTRUCTED OF TYPE SATIN FINISH. TOUGH FREE, PULL TOWEL MECHANISM. ---ET2] ASI 2000 SOAP DIS'PENSER "GAMCO" TTD-2 SURFACE MOUNTED TOILET TISSUE DISPENSER OR `LEAR OF STALL DOOR SWING. EQUAL. MOUNT C "GAMCO" ND -1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL PR NOT USED STAINLESS BUILT IN TRASH CHUTE W RIM, 8" ROUND OPENING, 2" MIN, HIGH 24"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROF 42"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR �T ]II MIRROR WITH MOLDED WOOD FRAME, WIDTH OF BA' E CABINET HEIGHT IS "BOBR�CK` MODEL No: B-364 A "D WASTE RECEPTACLE, TYPE -301, --DIE RECESSL 5.7), SATIN FINISH ALL EXPO�ED SURFACES. S -TOWEL DISPENSER, BLACK. —FIA "1806�1'C`K" MODEL No: B-279 SURFACE MOUNTED WASTE RECEPTACLE 6" DEEP "ASI" MODEL NO: 0332 LAVATORY MOUNTED SOAP DISPENSER "BOBRICK" MODEL Na: B-275 SURFACE MOUNTED WASTE RECEPTACLE I', "A"I" MODEL No: 9,343 SURFACE MOUNTED SOAP DISPENSER "A31" MODEL NO: 20363 SURFACE MOUNTED SOAP DISPENSER f INTERIOR ELEVATION KEY NOTES REFER TO SHEET A6.2 FOR KEY NOTES FN LLIL RECEPTION 25 22 ECEPTION 103 l � ��������/��J _ ���� RECEPTION ����� ���������/�K�� ���� r��^���rx�v�n� ���� TH|S DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED` COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. - CONSTRUCTION DOC'S. LJ � CONTRACT Ni AY DATE: 6, 7011 LLJ cil LO 00 0 Lo LU cli LJ � CONTRACT Ni AY DATE: 6, 7011 LLJ cil LO 00 0 Lo LU QD LL INTERIOR ELEVATIONS) DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 7011-2i SHEET NO. 14 F, V, Xi' Al 2 A A6.2) 5 kA6,2 )24 SS -1 24 9'-8 1/4' 28 RETAIL PARTS/ S S -1 24 z ss -11 24 25 4 A6.1 CASHIER _V SS -1 24 25 1, (D 00 3 (D �2 &42 6 EQ. PACES M-5 21 </ (31 =Wvl 10, 1. =,VV 1 :G5 )a C2) 023 V" 1171 A6.1 7_ EV V D, CID-, 019 cm - =15 Rv. F.V. CUSTOMER WAITING, SERVICE �_1_�P A�RT.S�A�S VIEW �l l C H �F_ �- 47-� 1 E I L PA 4 2!� �318 3/8� 77-17- 7 94 2 =-LAV. 25 SS -2 10 A f_' d �Z_(D A'lj ,2 4 J 10' A6 I R2 '9 12 132 7 : FIVI- AE �.21 Il 9 W1SERVICE DE_DT_" 1 I DO W rb 7 QySE WINDOW. SCHEDULE cl 102 1.3 6.2) o' 2 REF 7S -1 24 25 L8x ,-, C IT ly 12 ­rl 2; GVVI X3 A EPr 5'-0" Z-6" 3" - 3 Wv'I 9 Zk C)I-1 4�-O 21 EQ. SPACES E ]G TRAINING BREAK RM. -12 CUSTOMER WAITING.SFR LAV, 105-7 28 318� 318" t l_011 3/8" 1 1_011 12 RI 9 L __� Ll 15 III A6.1 f A6.1 CUSTOMER WAITING ---------- Lf) EQUAL EQUAL CD (,o -4- I f o 0 q 0 II V) II 7 : FIVI- AE �.21 Il 9 W1SERVICE DE_DT_" 1 I DO W rb 7 QySE WINDOW. SCHEDULE cl 102 1.3 6.2) o' 2 REF 7S -1 24 25 L8x ,-, C IT ly 12 ­rl 2; GVVI X3 A EPr 5'-0" Z-6" 3" - 3 Wv'I 9 Zk C)I-1 4�-O 21 EQ. SPACES E ]G TRAINING BREAK RM. -12 CUSTOMER WAITING.SFR LAV, 105-7 28 318� 318" t l_011 3/8" 1 1_011 12 RI 9 L __� Ll 15 III A6.1 f A6.1 CUSTOMER WAITING ---------- - --- ----- 12-1 3/4'' M- 5 D, 7 CCUSTOMER WAITING 152 (D4 13 , -1- 11 1-01, @`117- 4" C3 .1 18 9 II 4 4 .2 SIM �A H6�2 S I M .2 2'1 ELEC RECEPTACLE, TYP, (SS -3 ,,�" 3 9 4 1=9 SODA COFFEE HAND SINK /—G�4 2 M-5 A61 17 2 0 � 0A6. 1 DISP. D15PS. cli Fjd:� J_ 19 —TRASH cHu'rE V, 7 z LI V-2" ---------- _�E V V-2" t Z_ COFFEE COOLER SODA 7 D15PS. BELOW DISP. zk J 'L C-) _0212 CNTR. 5 \A6 DC :IN V 1 BEV:' 'z COOLER No— �l 2 1) 1 31 ___/C 111-911 -g' 6'_2 Tj 91 '19 wV'I I - 21 -91 81-311 91, 2'-0 3/4" 5'-0 1/4" 5 WV1 All Ivi =--5 21 7 7F__ 7 CAFE 150-17CAFE 150-19 19 ll � 7 3/81, 1-01, 3/8" 1 - 1 /4" L 3/8 oO' ' v 24 Lf) EQUAL EQUAL CD (,o -4- Z o 0 q 0 II V) II II I-nl IR'' Lia L KEY N OTES (D 0- Q 0 = z Lul c� Lr) (D, z N -- ------ -- MEDIA WALL — --- --------- < _j_ - --- ----- 12-1 3/4'' M- 5 D, 7 CCUSTOMER WAITING 152 (D4 13 , -1- 11 1-01, @`117- 4" C3 .1 18 9 II 4 4 .2 SIM �A H6�2 S I M .2 2'1 ELEC RECEPTACLE, TYP, (SS -3 ,,�" 3 9 4 1=9 SODA COFFEE HAND SINK /—G�4 2 M-5 A61 17 2 0 � 0A6. 1 DISP. D15PS. cli Fjd:� J_ 19 —TRASH cHu'rE V, 7 z LI V-2" ---------- _�E V V-2" t Z_ COFFEE COOLER SODA 7 D15PS. BELOW DISP. zk J 'L C-) _0212 CNTR. 5 \A6 DC :IN V 1 BEV:' 'z COOLER No— �l 2 1) 1 31 ___/C 111-911 -g' 6'_2 Tj 91 '19 wV'I I - 21 -91 81-311 91, 2'-0 3/4" 5'-0 1/4" 5 WV1 All Ivi =--5 21 7 7F__ 7 CAFE 150-17CAFE 150-19 19 ll � 7 3/81, 1-01, 3/8" 1 - 1 /4" L 3/8 oO' ' v 24 Lf) Z CD (,o -4- Z o 0 q T_ 26 V) II II I-nl IR'' Lia Z _j KEY N OTES (D 27 REFER TO SHEET A6.2 FOR KEY NOTES SS ( \-(D D C24C25)­�.' -T, BILLING/ E 0 ACCOUNTING PRINTER 8 SPACE L -7 T T- v) C? 27 I PARTS BIN I I PART5 BIN PARTS BIN (09 12 LAMINATE/SOLID SURFACE SCHEDULE 7 REFER TO SHEET A3.0 FOR FINISH SCHEDULE z 9'—ll 3/8" F.V 5 BIL. LINgJACCOUNTING BILLING ACCOUNTING THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 24 3/8" V-0" 3/8" =V-0" 27 3/8" = V-0" SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S, ISSUE DATE: 9-21 —11 000 CONTRACT DATE: MAY 6, 2011 Lf) Z CD (,o -4- Z o 0 q z V) Lia z (D 0- Q 0 = z Lul c� Lr) (D, z Q < < a < ti c 000 CONTRACT DATE: MAY 6, 2011 INTERIOR ELEVATION"S DESIGNED BY: DRAWN BY: CHECKED BY: -JOB NO, 2011-21 SHEET NO. A6.1 Lf) Z CD (,o -4- Z o 0 q z V) Lia z (D 0- Q 0 = z Lul c� Lr) (D, z < INTERIOR ELEVATION"S DESIGNED BY: DRAWN BY: CHECKED BY: -JOB NO, 2011-21 SHEET NO. A6.1 2'-0" _ I� 1'-0" -- 0 I f� 314" MRoYi 318" WOOD VE DOOR'S C LATCH S VUV 1 WOOD VE VVV1 1/4" CLE TEMPERF SLIDING PROVIDE WOOD VI VUV1 WOOD V' DOORS LATCH WV l 32,-0" 2 6 ,> --------- -- �D _ r 1--- � 23 I - s3 23 - 8" (MIN) / co � o 318" WOOD VE DOOR'S C LATCH S VUV 1 WOOD VE VVV1 1/4" CLE TEMPERF SLIDING PROVIDE WOOD VI VUV1 WOOD V' DOORS LATCH WV l 32,-0" 2 6 ,> 9 1/4" 11" MIN. 6" TION 3/4" = 1'-p" .E GLASS ) SUPPORTS RK i c!)_s3_ll_ c I 'rr _SECTION 3/4" = 1'-0" --KEY NO -FES WIRE PULL. 1/4" WIDE x '1/2" DEEP HORIZONTAL REVEAL. PLASTIC LAMINATE FINISHED DRAWER W/ LOCK, CHASE WALL FOR ELECTRICAL ACCESS. RLIN GRAIN HORIZONTALLY MATCH RECEPTION DESK. LAMINATE FINISHED DRAWER. o MICROWAVE, B`( OWNER. REFRIGERATOR, BY OWNER. DOOR AS SCHEDULED. 10 WOOD BLOCKING AS REQ'D. 11 3/4" PLYWD. W/ LAMINATE SURFACE- X12 5/'"8" THK. WHITE ADJUSTABLE MELAMINE `;HELVES. 1"x4" WOOD CONTINUOUS. (14 5/'8" THK, WHITE MELAMINE INTERIORS. (BOXES) 15 1/2" THI,. WHITE MELAMINE DRAWER STOCK. 16 LINE BORING FOR ADJUSTABLE SHELVES, PROVIDE STEEL SHELF SUPPORT CLIPS. �7 2"x4" WOOD FRAMING. 18 2"x4" WOOD BASE. 19 CABINET DOOR. 20 BRUSHED STAINLESS STEEL COUNTERTOP. j 21 BASE MATERIAL, 22 MULTI -USE HAND SINK, REFER TO PLUMBING PLAN, 23 BRACING WITH PLASTIC LAMINATE FINISH. 24 SOLID SURFACE COUNTERTOP. 25 SOLID SURFACE BACKSPLASH, 26 STAINLESS BJILT IN TRASH CHUTE W/RIM, 6" ROUND i8 OPENING, 2" MIN, HIGIa,. 27 1 /4" WIDE x 1/2" DEEP VERTICAL REVEAL. 28 ELECTRICAL / DATA OUTLETS. FIELD COORDINATE LOCATIONS. 29 LAQUERED WOOD FRAMED MIRROR. 30 PLUMBING FIXTURE REFER TO PLUMBING PLANS. 31 QUICK PARTS BINS SUPPLIED BY OWNER. VERIFY OPENING SIZE IN CABINET WITH QUICK PARTS BIN VENDOR,, PRIOR 1-0 FABRICATION. 32 UNDERCOUNTER REFRIGERATOR BY OWNER, "U -LINE 2175 R ECHELON" 5.7 CU. FT. BUILT IN UNDERCOUNTER REFRIGERATOR OR EQUAL. 33 COFFEE MACHINE BY OWNER, VERIFY' SIZE AND CLEARANCE REQUIRED. MILLWORK BY GC. 35 STRIP LIGHT UNDER CABINET. 36 1x3 TRIM FINISH AS ADJOINING SURFACE, 3i 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 38 GRAPHIC PANEL BY OTHERS, BOTTOM AT 50" A.F.F. 39 WOOD LAMINATE FINISHED SURFACE. 40 DISPLAY UNIT AND SHELVE`; BY OTHERS, TOP OF WALL MOUNTING BRACKET AT 39" A.F.F. FIXINGS TO FIT VENDOR'S WALL BRACKET MOUNTING REQUIREMENTS. WALL SUBSTRATE AND FIXINGS TO BE ABLE TO CARRY" THE WEIGHT OF THE DISPLAY UNIT. (155 LBS) 41 "AMEROCK" 128 mm PULL SKU # 3P"19541 CSG9 42 PENCIL DRAWER. LAMINA-FE/SOLID SURFACE SCHEDULE XX -X REFER TO SHEET A3.0 FOR FINISH SCHEDULE N I rl, _r ?_-. ALL CABINETRY PLANS AND DETAILS ARE INTENDED TO EXPRESS THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL SUBMIT DETAILED PLANS FROM THE CABINET MAKER TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 10079", CONSTRUCTION DOCS, ISSUE DATE: 9---21 -11 CONTRACT DATE: MAY 6, 2011 r -, �D _ r 1--- � 23 I - s3 23 - 8" (MIN) / co � 9 1/4" 11" MIN. 6" TION 3/4" = 1'-p" .E GLASS ) SUPPORTS RK i c!)_s3_ll_ c I 'rr _SECTION 3/4" = 1'-0" --KEY NO -FES WIRE PULL. 1/4" WIDE x '1/2" DEEP HORIZONTAL REVEAL. PLASTIC LAMINATE FINISHED DRAWER W/ LOCK, CHASE WALL FOR ELECTRICAL ACCESS. RLIN GRAIN HORIZONTALLY MATCH RECEPTION DESK. LAMINATE FINISHED DRAWER. o MICROWAVE, B`( OWNER. REFRIGERATOR, BY OWNER. DOOR AS SCHEDULED. 10 WOOD BLOCKING AS REQ'D. 11 3/4" PLYWD. W/ LAMINATE SURFACE- X12 5/'"8" THK. WHITE ADJUSTABLE MELAMINE `;HELVES. 1"x4" WOOD CONTINUOUS. (14 5/'8" THK, WHITE MELAMINE INTERIORS. (BOXES) 15 1/2" THI,. WHITE MELAMINE DRAWER STOCK. 16 LINE BORING FOR ADJUSTABLE SHELVES, PROVIDE STEEL SHELF SUPPORT CLIPS. �7 2"x4" WOOD FRAMING. 18 2"x4" WOOD BASE. 19 CABINET DOOR. 20 BRUSHED STAINLESS STEEL COUNTERTOP. j 21 BASE MATERIAL, 22 MULTI -USE HAND SINK, REFER TO PLUMBING PLAN, 23 BRACING WITH PLASTIC LAMINATE FINISH. 24 SOLID SURFACE COUNTERTOP. 25 SOLID SURFACE BACKSPLASH, 26 STAINLESS BJILT IN TRASH CHUTE W/RIM, 6" ROUND i8 OPENING, 2" MIN, HIGIa,. 27 1 /4" WIDE x 1/2" DEEP VERTICAL REVEAL. 28 ELECTRICAL / DATA OUTLETS. FIELD COORDINATE LOCATIONS. 29 LAQUERED WOOD FRAMED MIRROR. 30 PLUMBING FIXTURE REFER TO PLUMBING PLANS. 31 QUICK PARTS BINS SUPPLIED BY OWNER. VERIFY OPENING SIZE IN CABINET WITH QUICK PARTS BIN VENDOR,, PRIOR 1-0 FABRICATION. 32 UNDERCOUNTER REFRIGERATOR BY OWNER, "U -LINE 2175 R ECHELON" 5.7 CU. FT. BUILT IN UNDERCOUNTER REFRIGERATOR OR EQUAL. 33 COFFEE MACHINE BY OWNER, VERIFY' SIZE AND CLEARANCE REQUIRED. MILLWORK BY GC. 35 STRIP LIGHT UNDER CABINET. 36 1x3 TRIM FINISH AS ADJOINING SURFACE, 3i 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 38 GRAPHIC PANEL BY OTHERS, BOTTOM AT 50" A.F.F. 39 WOOD LAMINATE FINISHED SURFACE. 40 DISPLAY UNIT AND SHELVE`; BY OTHERS, TOP OF WALL MOUNTING BRACKET AT 39" A.F.F. FIXINGS TO FIT VENDOR'S WALL BRACKET MOUNTING REQUIREMENTS. WALL SUBSTRATE AND FIXINGS TO BE ABLE TO CARRY" THE WEIGHT OF THE DISPLAY UNIT. (155 LBS) 41 "AMEROCK" 128 mm PULL SKU # 3P"19541 CSG9 42 PENCIL DRAWER. LAMINA-FE/SOLID SURFACE SCHEDULE XX -X REFER TO SHEET A3.0 FOR FINISH SCHEDULE N I rl, _r ?_-. ALL CABINETRY PLANS AND DETAILS ARE INTENDED TO EXPRESS THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL SUBMIT DETAILED PLANS FROM THE CABINET MAKER TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. 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I I .. -----.---.---..- " , ----- 4 ..----------- ...... ---- --- ------ ----- -- ----- -- -----------------.- .1 I , I , '. , -- -1- ---- - ----- --- , , , . , SYSTEM SHALL BE KAWI,,IEER SERIES IZED -- -- - ---- ---.---I- ------ -----.,-,-..--- ------ ---- I I -------------------- -- . I- - -- ---. - I I . - I -1 --- ------------- ------------ .11, , , - -------- -7---------- --- --- - - ---- .-..----,--- ---- - ,--- -------------- --------- --- --:I----- -- --..-- -----------­---------' --�- ---I--- --------- ------ -� �--- , - - 11 / 1. I "'. ,.. I I- ----------- -----------,. ---.--.-----.-- --,-- -- � 7' 1 7 � ----------, ---"-----, -- ---- - --- --- -- ----, -- --,7 , I "" ALUMINUM FI 1\1 I SH. /. I � ,., I I .1 ,. , I I ': ". 1 11 " 1 " I . 11 " --, I I . I .1 // - 1. . . ,." 11 "I / . I 1-� i , " I � I " I � .1 I � I , ..., ,. .." I ", � ;, "I - YP` IN FGW 1 "I 11 / ", ,., / / / �,/ /. -1.11 11 , I/ ..", /, / r-- > �o; , .1 , / " " " / / I DOOR AS SCHEDULED, I I ' I I I I I I 1 I , � 7 / .� / I I '.. 0 m � '. , ( ) � T I I . / i (D I " I " , I ,, '. "". /I /,.,� 0 " "'.1 0 � I '. � ','� 17,-8 5/16" ,� 1�1 / � ,� � "r, , , , , I /. , I I ''/ �, J -HIC - -LASS PANELS, TEMPERED AS REO'D =_�--------.,---------- — -------- ----- , " ,� '. .--- --.--------- - ------------------ --- I--- ---.-----.----..., .. -.--------------l� ------ - � ------ --- -- -- -------..- -.I------ -----. ---- -.,-.--.-------- -- ---- -------l---------- I . / , ,. I I - // I I---,------------ - , ----- �- , � ( 0 z / I '�X) , co 03 1/2" 1 'K, CLEAR BUTT GLAZED G -----z--------------..-- -- - ..... .. �- --------------------'-'L"-�"'---j L - ---.--,-------- - ---- ----,-----I --------.--.--.-"-,... I-..------- -- - - - -_ ---.--.-,--- 11----,---.----- 7;-- -- - ----- -------L----------- -7-- ��, - -- --- I--------- "I "I ? - /I '/'/ ,. " I", "", ''.1 ) ' __ _____ --,-,.-,-------. ---.---7--.--- -------------------l---- 1 -7-7 1 1 1 , ", , , I , 1 , . I � I _ ..----, ------ ------------------.- ----, --.-- _/ � I " I . , - I , I " "" � , , -'TEM SHALL RECEIVE CLEAR ANODIZED ALUMli " I I 1. I I �l I 1. ".. ... I " , I I , ,---,,! , ., I I / ". . 1, . " / I , / BY CODE, FRAMING SY' IN . , "I , 1, .1 I , , ,. 1. " .11 . . , 1 .. , i I I . � � "I'. , 1, . 'I', , �., 11 "I . , ' .11 FINISH, � � 11 ! 1 . I � '/ I - .1. I I I I , I I I ", - -, ,,�, /." rl 1 ". , p lo� 11 ! I" � - ,. (D 3/8" THICK CLEAR GLAZING, TEMPERED AS REQ'D BY CODE. FRAMING i I ... �l 1 , j - - l-, I -.2--. - '_ .�/ " --------- -.,- --'l,------ - -------------- !�? ,,, ,-� ---- � --------.- / - I � �l SYSTEM SHALL BE KAWNEER SERIES TRI -FAB 450 WITH CLEAR ! I , , \ I , . Pf L-1 'I, I "I', , ". "� 11 �-/ I - I , , i '.. j � I N ,� .. , " I I 1 , � , "I 109 , - "� L I I . I I I I . , -----------'- , , 0-, I - ------.---� � -----------,, ----- , - -- ......... --w-1-1-- ------- -- / -� - ------ ----------------------.-.-.,::�--- � 11 "/, - � � I-,' , L_]L_] - ------ ---- - --- ------- -- . ........... ---------- ----------- I I 1, ---------- � ��- ---,-----, �--------.--.----- -- .-----..-.-----l--.---------- -------..-,--------1 I-.---.— -.-.-------- -------l-- .... �-- -I-,---- -,------------- - ----.-------- --------- I 0� `- ---i------------- -----------_. -----.---"----,e. � ) ANODIZED ALUMINUM FINISH, -,----------, --,------------7- i —1 ------,---. I ,. I I I I I I I " I I , , .. . /I " I 1, " - I � .I.. I N IL ; �. " 1 , / '. I . .." 1 "I 7 / I ,� "I , 1, � ., l �. - - N - - +- � "I, �./l I / I "I', , /I , ,", �'ll 1� , [ . I / 1'.,l /'// �,,� 1) I ,/, ". �""., " / /'/ " �', ,� 11 , '../ I'll '. I ,,, ", ll-� lll� "l I 1 .. ../ I., , 1;1 0 CURTAINWALL KAWNEER SERIES 1600 OR EQUAL WITH CLEAR ANODIZED " I I / / , I 1 , , , " ", I 1 ) ALUMINUM FINISH. / '. , , , " � I 1, , I �i) 1 I " /. / 1, I / I I I ", / I � I "', "I"ll //. "// / I "". , ��. -, .'I�l '/ I � I I, I -.=--- �----' 1- ----.------- ------ �----- ------- ---- � - I ----1 -- ----.------ --- --.-------- -------- - -- . .. ..... ------�- - 11 - -- � - -- � I -- I . - - ,�', ,�", � I ( 1 ) 0 3/8" THK. CLEAR GLAZING TEMPERED AS REQUIRED BY CODE, IN H.M. � ----7---- 7'-O" L S- 0" FRAME i /I - I 11 I — I - � IN N -1- ( , F.V.-;I- �j F.V. 7r- ) I I CONTRACT DATE: �l 07 DOOR TO BE KAWNEER SERIES 350=IR WITH CLEAR ANODIZED ALUMINUM MAY 6, 2011 TYPE W31 TYPE W32 ,)--/ FINISH. 62'-5 15/16" 1 '17'-8 5/16" 1 9'-7 1/8" / 7 ,� ., - ( BILLING/ACCOUNTING BILLING/ACCOUNTING Y-- "ll-�--l- � � 11 OLDCASTLE CLEAR GLA -2A) IR N E D 6�14Qf _ OVERALL � / ) (D IS14GL PATTERNED , - 89'-9 3//81' �,,,- r NOMINAL THICKNESS 1 3/16"'�--IICOLDCASTLE CW844 FRAMING 11 --\ li SYSTEM, CONSISTING OFF: I 'I ',---� T- 11 �,- --,-",--,,--���-----,-----,-,,----�,,,�--,v------Z--"---�,�-,,- -�\� "---,\, /,-)� 1. OUTBOARD LITE; I\,/----,--- ',�--- () a- , ,�--,-."�"-,-/',-,,,-----%,,,--,,,,,,--,/------",--,- Q) 'I /4" STARPHIRE WITH CUSTOM IREDI I ::,) I rl- zL / �-- - -,------,— r- (-) 00 -� TYPE W19 I b) WHITE LINE SILKSCREEN ON # 2 SURFACE. � z 10 r- � FEATURE GLASS WALL (EGTA() , ; -- m 0 2. 1/2" ARGON FILLED (CRAY SILCONE) '), � Z 0 0 ( I 1 01 1-t- I-, I H P3 - r`Nj 11 3. INBOARD LITE: /-\ .3 W.3) a) 1/4" SOLARBAN 72 ON STARPHIRE ON #3 SURFACE. z 1-�,,. 6-'--"� " -, —"� i --- — r 11 v --"', ___,, ____r,,,____,�""___/\,_-,_-/,__---",__--_ - 'i 7 — " I I -- 1 4. SEA NIT: , , 1 , , .1 , , /I , , w -j , / 1 �D L, - WHERE POSSIBLE ALL SEALANT USED FOR GLASS PANELS - u -CORNING 795 CRAY (DR 995 CRAY. W, - V) SHOULD MATCH DOW � .- z . I j - - W-_ - ,( J3 � I , < () .. 1 3 � � . .. 5. SETTING BLOCKS: - J'3 j I �A 3. I --- / , , "... // - —) - � , , � , ,r' , - . n o _j � 1. , 2 - �11 )l ' ' ' /' 11 � /r T Q2@:33) . "'J I / ,./,:, / �l ,/ / / I 10'-I 1/4" ALL SETTING BLOCKS TO BE COMPATIBLE WITH SEALANT TO 1, z - - ::/ '. 1, ".1 ,,r/'. "I / "I - 11 0 -j 46 .1 / 1 8'- 8 " - 11 '.." / � I " , C-0 / 1. � // , I /, I (o / � PREVEI,,IT DISCOLORATION. _ " - ------ " "I 0 I - co /I I...". I / , —, 1. , i I I (D C) � 0 rH F� ", e, , -11. �1' /--,\' / /' /-,%" -SIDED STRUCTURAL I I / ..... . 5) /' / / ,� " , -'� CURTAINWALL: CW644 Yx8 7/16" ALUMINUM 4 - - , 11", '"' : , �l P,51 rH 3 � c " , �u� "I I 1, u. ,11, � �,'l N�.� SILICONE GLAZE CURTAIN WALL FULLY FABRICATED FROM THE I 11 I /I 1. 1 1 - m 0 IV I I I I " � / I I 4, --�l -7 1. N N GLAZING SUBCONTRACTOR INSTALLATION. !. 0 , I v � _7 1 1 lij = -- -- --- I , , /• "I / �. � 0 "I / r I ' " r? I ' " � 1� I .1 1. r' I., . - -- -1 I 0 0 1 ,l ,r / . "�7 -�\ , I IV N , , ".1 1 , , �., "I ,r rH3 ". I I ' I/ ' I - I ,r 11 'r. Jr.1 . 7 ,--.-, �- � I // I , 11 , p �l � , '1� '� I I'/ '.I .. I .. �l . / ,--- --,---�. - --­- - -- - -1- '--­-- ­­ - "-' ­­ ­ --- --, - 4�- -1 I L F. , I I . " / I I - ,� I .1 , / .. , .. � 1, I .1 " 05/ ,r' .., I - /1'.. I , � ,, , ,� _, -, '-,"', .... ... ' --' � ­ "" ,.'--,,.--"- -, ­ ---l' , I ,,��,, � " CD - � " i - I ,,r , "-A 0 1 � .. ( I , , / ( 1 I .r,. , � � (3 (p .1 T� , 7 , I I . �'' I I �,��,' ) A" I " I , I / / 0 �, I/ "" � I I I I I�D .1 " I .1 'I', I A/ 1". "'I, Q0 'l/ 'r�! ,,,r I �\,..- 11, , I,.; l'\ , \, 1%, 1. )l -,,r.) 1 = Q� .< f ., I I , . ..) ---� , "I -1 ! "I I I , � , , �'l - ; tj_j 0 , , . I . � .. I ,.� ., ; @ � I " , ', , 00 .1, I I 1. I 'r " "I / , I , ". / , " r .,., I , ', , � ". I ;r' / ,,, - - - , _ 11", 11, ,'l'l'------ i . "I ,r. , I '. / . ,. I I 'I., ". I , I ", I I , I "I , " " .. I" r;;' I �. I 1. , I 'I'll ,,r ,�' I I I I ,,r'' .. r , ,:�:, I .., Ix "., --,-,.-,-",----,.'---.--,",--- ,----,.-",r,.--.-.,---. --------- --- --l- --" (f� () � I , , , 11" ,:­ �l � I - ,-,- -,--- - i LIJ . "; . -.1 I ./ 1 I I ,-�----�,�- ",--", ,� , I 1 J3 I "I .. . -,� 11 /�'./ �./. 71 ." , ,/ , " , \ I - -/---,,- -' - --,--�-,_,,--�-111---"�-,--,"",-/ �---' , / - . I 1"�� �.. /, .. ,r ".1 . ll,r' :�, D -i w / 00 cc , , ,� I , � ...'.1 . I I / ,�:, , , �, ,,,, - - I , �,.,. ", 1, , JO -- � � I _ / I /; , , , . r 11 1 � I . .. . .. TOR S OPTIO -2A AS SPECIFIED ON I ( , , , I . . / , I I " , . 11 I " I � , I x -/' o- / // , �: /1 , I 1 . " j/ 9 r C01\6AC' - A5.3, "I . I I -D A5.3 1 I ,/ .1 �, ,� ,:o/ / ., / �,� I" (.0 I I "11 I I. , I , " � " I 11 .� , I /�'l , \ � KEYNOTE No: 8 ABOVE USED IN KAWNEER CURFAINWALL '1600 � "t I - � I - �/ "I , / r ''.. I /I I / ,., "I � IN: OLDCASTLE GLASS GL It't & ) "o, �l / �� �� - 3 / .1 / ./ .1 I I ", . , .. I I ,� ".1 � \ ''� .,"' r� ,� .� I r � � 0 � I , , . . 0 . 0) ", . , I Z�, w , , .1 . " I 1� ,� / " 11 , "I I ., Z I , � / '. . " / Q) . �, �l , ,, I I I � " , ,,, 1, , co --" "" . I , .."", " � , Ir , � ., , / 1 1. I - . 1� .1 ' -- , , , ,� u) �--- , I � ,.� ,"I ,,,, '/ I z - 5.3 1 l 0�, ,4 ,I / I " �l (7) &A , I". SYSTEM 2, STRUCTURAL SILICONE GLAZED (SSG) CURTAINWALL 4 . / 0 � ,�,:��:zo n. 1,41 � - I I I " I .1 11 11 / , 0 , , � , I 11 r . '. I " '11 � 11 .1, ------`�, " /'-/\ 110 r/ , �l I'/ , I -) / 'II � , - , - I 'o I ,�l P. / \ ,: I ��', -----,%,---,',----�--,---,----,,—- ,--� -- I � --- v I : ,/, / ,--�, /�,--,�-/' I �l , , �� "I ,/ .1 � - Z�7 \ "I , , , /; / "I / � 11 I � 1, ", _ 11 \ " .1 1. I '' , I '/� 1, I ,�. r. " 1 .11 , I / I , "I J ,/, 1 . I .. :1 1 S5 p I - \-��: .1 / ", , " I " / I " , I ` � , , ' I / � \ "',,,r 1,:� � .1 " , �'. " / /I , . 5.� It IT -* It :/ , , I , - I - , 1� I I . I I �'l '.. ,r/ "". I /, '�,/ � I , I " , "� r . I , 1.1Z , 1 \ fl) K) r-� � " - ,5 /, " . _5 6A 81-81, - I 81-01, - 1 64 � I - . I -r', �; 11/1 7 ,,r'� 1 "'/ �.,/ z 0 1 1 , , , . 11 r) - , . I , , / .� 5 , I . , � � , -1 , I I I 'I " / , , / / 0 \ 11 I 11 I ,--- , \ I � ',� .. /I / - I � ,� 1`7 r " 11 8'_4„ A5.3 I 11 A5.3 GENERAL NOTES � - - ---,- ------- --- ".-,�..--�,�-�.""�,-.,�"",---,.� --- `---,"", __ ,_",,r' 9 4 T'-1 1/4' 6'-O" 2'-O" , \� ." . ", - ", � I / e� " 11 11 11 , . - " 1. " I ? I,( FEATURE GLASS WALL/CURTAIN WALL/STOREFRONT MANUFACTURER 1-1, ` , \ SHALL PROVIDE CURTAINWALL DESIGN TO WITHSTAND 100 MPH WIND LOAD. SPECIFIC WIND LOAD REQUIREMENTS SHALL BE INTEGRAL IN THE ) I � I , WINDOW FRAMING SYSTEM. REFER TO STRUCTURAL DRAWINGS FOR 1� I TYPE W20 TYPE W21 TYPE W22 TYPE W23 TYPE W24 TYPE W25 TYPE W26 ( CLADDING WIND LOADS, INSTALL FASTENERS AND BLOCKING PER DESIGN �l 1 ' ENGINEER'S REQUIREMENTS, ENGINEERED CURTAINWALL SYSTEM , SERVICE DRIVE TECH BREAK ROOM SALES SHOWROOM LOBBY VESTIBULE ( DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, � � , � I i : \1 ARCHITECT AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO "I i :1 FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN " � i (� ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL ' ) I ,.--,.,�-11--l"----..�.'--�"----"�_,�L,.�,"__"""����,""�--.--"�'�.I -' ) EXTERIOR/INTERIOR 7', WINDOW ELEVATIONS 2. FEATURE GLASS WALL/CURTAINWALL/STOREFRONT MANUFACTURER ,/ 1 �,-, EXTERIOR GLAZING SHALL FIELD VERIFY ALL OPENING SIZES PRIOR TO FABRICATION. ` i I - SCALE: 'I/4"=l'-O" , I bESIGNED BY: I . DRAWN BY: I CHECKED BY: I JOB NO. - 201 1 -21 I , � i i � I , 1� 111 I i. 11i I R , Irl. 1, I �; I IN �1� "i - � ; , I � i � - � 11 , - 111, 11 , , i, , , � / gH2' � � , I 'k I , I ,, I I , , , , / " , / " 1 /,/��6,,� I/ .1 V." I I , I / "I ) L , IF-- I -,, /r � I / ') ) � � - I , I ", �1, H2 �l , A5.3 I \ �1� HI� I A563 � I' i I I, I i , , I' I "! I ) 'I I 11 � � , I , I 1,0,2' / l/ '. I , I , l"Il ( THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF I SHEET NO. SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. A8.0 .1 I a SUPPLE' WATER PIPING PLAN SCALE: 1 /8"=1'-0" PLUMBING PLAN LEGEND WASTE PIPING SW - - VENT PIPING VENT -- — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW -- — COLD SUPPLY WATER CW ----� — HOT WATER RETURN HWR 1 /2" CW DN P-9 Q� ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U, WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. l P2.0 SCALE: 1/4" = 1'-0" 11 CW iW DN W DN (D PARTIAL ENLARGED PLAN SCALE: 1/4" = V-0" 1 I II� " I P 3 < C W I : HW o,, 3/4" CW I .I ' 2" CW I CW DN HW�(TYP) TP -1 F:]4 _ _ 3 PARTIAL ENLARGED PLAN - SCALE: 1/4" = 1'-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. % �CONSTRUCTION DO Z a n. a U q =L N v q O N LU I O AD -1 AD -7 X AD -2 AD -1 AD -1 AD -1 100 CFM 16"xl2" 24'xlU' V125 CFM a�.o CFM 125 200 CFM 200 CFM "o 825 CFM AD -1 AD -2 425 CFM 825 CFM UF < 12"0 -1C 125 CFM �5C F.lz A 8.0 8.0 25 U. Lu ILL 50 Z C) ;o Z a ;o Z x Lu 00 ;o (D iL g:Ll a. DRAIN/CLEANOUT ci. 0 0 0 UT DRAIN/CLEANOUT 0 :7 x'x < A _77 AD -4 --------------------- --------14 --------- 24'x 12" 500 CFM 14" EXHAUST UP WALL ILI: -EXHAUST UP WALL THROUGH ROOF TO 14" THROUGH ROOF TO BLOWER >< BLOWER x _7 Eo AD -1 t i ;T z" , - � �. ' 1 A -2 Z I I 1 1. . - �11�ql '. j;j71T' u_� / A co 200 F 200 CFM AD -4 EXHAUST SYSTEM X, cl '4 i =-77 24"x 12" PUmp FLOOR �7�7 500 CFM P u n p AD -1 AD -1 F8' 0 RECEPTACLE (TYP) 4 "12-0 400 CFM 200 CFM X" 4 b 0 AD -1 JI 12"0 200 CFM CN c1l A D j\ 200 AD- ----- ___ -7 Trcish 10"X6, X "x 10 AD -4 FE) M S7D �AD-2 N 125 CFM X14 L 612 5 C5 CFM x 500 CFM Oil AD 2 600 CFM 0.10 uuu CFM TOTAL, TYP. x LISDA_L C) I _ p 1 -1 1 1 -.4 cl:' AD -1 c1l) 8' 125 CFM 'C4 A -1 C m 1 0D YC 1�10 C FIVI RA IN - AD -1 III /�OTAL, TYP. 8.10 3.10 300 CFM C_=t bo 24"x12" H u rn p A -4 ;' "P D 5 F J :� ( �' I I x� r Aa aL' CIL.,ri, .'I AD -1a') �=: 125 FM 5 cgrA, C 0 �lc. ADA ;it I 125 CFM z I I iPl� p T ij 0 — - —J _ }.I.. _ 1 b \1 Tm C114 I I i' j 8110 < 'c'4 (art i AD -2 625 FM AD -1 I0'0 ?< = - _I _ AD -4 125 CFM(14 2. "x12" Fo-mSD N N 325 CFM AD -1 \,\ I I 1\ 1, � 7 —1 50DCFM vlo0cart RTU -3C1 4 'd j I -,1 (1, �' I � CN I - I 1 1, 4 :< ITO-4 I A AD -1 J 1 01 I j a i i I l '; 125 CFM AD -1 125 CFM DMSD 3050 CFM 0 _�< 5000 CFM Ab -1 0 F T/ 1�0 CFM �411 17- C) �yp. D 12„x1 N F_ TOTAL ra 8"0 FDMS7D AD -1 AD -1 325 CFM AD -4 24”) 12" ON. I ^c'4 AD -5 125 CFM IjII 00 CFM 1.0 AD -2 150 CFM 8110 777 500 CFM AD -1 8 'X 200 CFM b EF -5 vZrl Cart 8"o Trash 4600 CFM RA 20 ao 10"xB"' '0 8 4 0 TOTAL, TYP, 7U X.7 04� 11 l_x ------- - LI L 150 CFM AD -1 7 FM < I I 12x6 125 CFM 1 To z_44 2 j AD -1 L 60 CFM Eo I --== = = 1) 1 25 CFM f 77 )< zo T 150 CFM K AD -1 00: 18"x I 2 20_ L A E 2 75 CFM 275, F AD m 46". x46' > c+ 12"x,10" 5 700 CF ADA AD -4 Z' I 25 CFM 50 CFM 00 CF RT ADA 7 0 m AD -1 1 025 CFM61.0 AD 200 CFM- F J!T 0 ot CF FM X811 T41 F AD :4T QaQaL_8_,,jzL_:... = __j I , I r_t:=== ",1_'i' i'� - i _777--_� ( 001 1 550 CFM a. ON. M� a. AD-, UU-2 7- A D-4 mial A Dtl F I FRI. 3 0 CFM AD -1 1 300 CFM IIIIIIIIIIIIIIIIII11F 8'10 8.10 I ED I I lArA I AD -1 300 CFM in._12"xlU'DN. I OXI 0 EA DUCT UP TO EF -1 T_ 500 CFM DI 32"xl4" DMSD AD -1 300 CFM 61xlo" -;12"x10" 6"X 10" r7 A1 "E 8" AD -1 8., AD -1 125CFM0 125 CFM w 125 CFM 8.10 125 CD - FM HVAC PLAN 20 SCALE: 1/8"=1'-0" ti X I CFM j; 14 eo j AD -7 AD -1 b 241lx6l' AD -5 50 CFM 200 CFM Fu 172 300 CFM 01 A - 1300 CFM AD -4 tj AD -1 I I 100 CFM SL 001 1 rp== 150 CFM col I [DMSDT =EA - 'I 3=0 0 CFM 5000 CFM 24"Xx 024'0 C"i AD -2 AD -1 TOTAL, TYP. EACH 400 CFM 300 CFM AD -1 Trcsh 1 400 CFM AD -1 77 ;7x 77- 10 CFMRTU 8110 81.0 zo -8110 ?< F 00 00 F14 4�01 CFM RA 8 C F hl�A I 0"x 12" CFM X 8"o 22"x12" 16"xl2" TOTAL, TYP. 28 CFM 7' 7-7T: U AD -1 8"0 C"i 125 CFM 8"o A41 AD -3 8"o W EA DUCT P 25 CFM 0EF- AD-3 A 14 F" - x, I I _T 50 1 :F A AD -1 AD -1 100 CFM r dium 300 CFM 6"X10" ON, L 300 CFM % 001 1 zl AD -5 _7 32"X32" UP 150 82"X,'32" UP C) i — 'I AD -2 TO EF -2 LEF-2 P.) tR ROOF (TYP) 450 CFM T ON ROOF (TYP.) Irl (8500 8 M) 00 CF 8.10 8"0 AD -1 A -1 v --e - pr", . ) - I ' 125 _CF M 8"0 :nT 6 175 CFM g"0 > AD -1 -1 D2 2 AD 40"x3 40"x3 oll 4250 c 0 c) 440"X3 225 CFM 225 CFM 4250 CFM 250 CFM FM "o 4250 CFM ' 42x 16 TYP. 111 Il — KEY NOTES 0 INLET LOUVER SHALL BE LOW WITH BOTTOM Or LOUVER AT 8"A.r.F. DISHARGE LOUVER SHALL BE HIGH WITH A MINIMUM DISTANCE OF 10'-0" MEASURED FROM TOP OF LOW LOUVER. (D BOTTOM OF DUCT OPENING SHALL BE WITHIN 12"A.F.F. PROVIDE MATCHING BLANK OFF SECTION BETWEEN OPERABLE LINEAR AIR DEVICES, LENGTHS AS REQUIRED TO PROVIDE CONTINUOUS SLOT PATTERN. PROVIDE A MINIMUM OF 4'-0" OF STRAIGHT DUCT AT TERMINAL UNIT INLET, AND 4'-0" CLEARENCE ON HEATER ACCESS SIDE PER NEC. TYP. DROP DUCT DOWN AND ROUTE IN CEILING CAVITY OF BRIDGE. DUCTWORK TO BE INSTALLED HIGH ON WALL ON SECOND FLOOR PARTS STORAGE TO HAVE OPEN GRATE FLOOR FOR THE DROPPING OF SUPPLY AIR TO FIRST FLOOR AND RETURN AIR RISE TO RTU, PROVIDE 3—WAY SUPPLY AIR PATTERN. DO NOT DIRECT SUPPLY AIR AT THERMOSTAT. MOUNT AC -1 ON WALL OF TEL/DATA ROOM. ROUTE 3/4" CONDENSATE TO MOP SINK IN JAN/CLOSET. CONNECT REFRIGERANT LINES TO CU -1 ON ROOF. ( PROVIDE STATIC PRESSURE SENSOR 2/3 DOWNSTREAM OF MEDIUM P & V DUCT. SEE CONTROL SEQUENCE FOR FURTHER INFORMATION. 3 (10 LOCATE RTU ZONE THERMOSTATS WHERE SHOWN. PROVIDE REMOTE SENSING OF _ RETURN AIR STREAM TO EACH RMOSTAT. ------- "Z 11 4"0 ALUMINUM DRYER VENT UP TO ROOF CAP WITH EF -4 IN LINE BOOSTER FAN. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% 0 CONSTRUCTION ROC'S. �7ISSUE DATE: 9-21 —11 (n Z 0 Z AD -1 D 1 �FM A NFIVI AD -4 150 CFM 50 22"xlO" R8 800 CFM X� Fo 8"0 "o AD -9 48" LG, AD -9 50 CFM/FT. c\I 325 CFM 200 CFM EA. TOTAL (TYP. 4) AD -9 O z kir c S�L 48" LG. C14 < Li CO PMA Ix 81 CFM/FT. 0 rF AD -9 TYP. < 8' LG. < < 10 FM/FT. L T P. n C) 12" AD -9 3 1 325 CFM 1 TYP N --t TOTAL N EO AD -9 — I 400 CFM b -TOTAL' io 12-1 AD -9 115 CFM CN C14 >c TOTAL 04 A -9 00 CFM TAL 12" 3 c\I C14 AD -9 72" LG. 100 CFM/Fr, 600 CFM EA. < AD -9 (TYP. 6) 325 CFM D- TOTAL CFM IPTA h2" 3 b.X AD -9 325 CFM CO CFM TOTAL TOTAL tV io AD -7 12" 0 40"x40'! CIA c"I 3700 CFM b 10,10 AD -1 225 CFM AD -1 225 CFM Ul U2 1 26"x14'1 1[7 AD -1 3;tr5 _CF 2-2 10 a.0 Tu-2- MAD -2 T 450 CFM cv1OKW I'll' � U. Lu ILL 50 Z C) ;o Z a ;o Z x Lu 00 ;o (D iL g:Ll a. DRAIN/CLEANOUT ci. 0 0 0 UT DRAIN/CLEANOUT 0 :7 x'x < A _77 AD -4 --------------------- --------14 --------- 24'x 12" 500 CFM 14" EXHAUST UP WALL ILI: -EXHAUST UP WALL THROUGH ROOF TO 14" THROUGH ROOF TO BLOWER >< BLOWER x _7 Eo AD -1 t i ;T z" , - � �. ' 1 A -2 Z I I 1 1. . - �11�ql '. j;j71T' u_� / A co 200 F 200 CFM AD -4 EXHAUST SYSTEM X, cl '4 i =-77 24"x 12" PUmp FLOOR �7�7 500 CFM P u n p AD -1 AD -1 F8' 0 RECEPTACLE (TYP) 4 "12-0 400 CFM 200 CFM X" 4 b 0 AD -1 JI 12"0 200 CFM CN c1l A D j\ 200 AD- ----- ___ -7 Trcish 10"X6, X "x 10 AD -4 FE) M S7D �AD-2 N 125 CFM X14 L 612 5 C5 CFM x 500 CFM Oil AD 2 600 CFM 0.10 uuu CFM TOTAL, TYP. x LISDA_L C) I _ p 1 -1 1 1 -.4 cl:' AD -1 c1l) 8' 125 CFM 'C4 A -1 C m 1 0D YC 1�10 C FIVI RA IN - AD -1 III /�OTAL, TYP. 8.10 3.10 300 CFM C_=t bo 24"x12" H u rn p A -4 ;' "P D 5 F J :� ( �' I I x� r Aa aL' CIL.,ri, .'I AD -1a') �=: 125 FM 5 cgrA, C 0 �lc. ADA ;it I 125 CFM z I I iPl� p T ij 0 — - —J _ }.I.. _ 1 b \1 Tm C114 I I i' j 8110 < 'c'4 (art i AD -2 625 FM AD -1 I0'0 ?< = - _I _ AD -4 125 CFM(14 2. "x12" Fo-mSD N N 325 CFM AD -1 \,\ I I 1\ 1, � 7 —1 50DCFM vlo0cart RTU -3C1 4 'd j I -,1 (1, �' I � CN I - I 1 1, 4 :< ITO-4 I A AD -1 J 1 01 I j a i i I l '; 125 CFM AD -1 125 CFM DMSD 3050 CFM 0 _�< 5000 CFM Ab -1 0 F T/ 1�0 CFM �411 17- C) �yp. D 12„x1 N F_ TOTAL ra 8"0 FDMS7D AD -1 AD -1 325 CFM AD -4 24”) 12" ON. I ^c'4 AD -5 125 CFM IjII 00 CFM 1.0 AD -2 150 CFM 8110 777 500 CFM AD -1 8 'X 200 CFM b EF -5 vZrl Cart 8"o Trash 4600 CFM RA 20 ao 10"xB"' '0 8 4 0 TOTAL, TYP, 7U X.7 04� 11 l_x ------- - LI L 150 CFM AD -1 7 FM < I I 12x6 125 CFM 1 To z_44 2 j AD -1 L 60 CFM Eo I --== = = 1) 1 25 CFM f 77 )< zo T 150 CFM K AD -1 00: 18"x I 2 20_ L A E 2 75 CFM 275, F AD m 46". x46' > c+ 12"x,10" 5 700 CF ADA AD -4 Z' I 25 CFM 50 CFM 00 CF RT ADA 7 0 m AD -1 1 025 CFM61.0 AD 200 CFM- F J!T 0 ot CF FM X811 T41 F AD :4T QaQaL_8_,,jzL_:... = __j I , I r_t:=== ",1_'i' i'� - i _777--_� ( 001 1 550 CFM a. ON. M� a. AD-, UU-2 7- A D-4 mial A Dtl F I FRI. 3 0 CFM AD -1 1 300 CFM IIIIIIIIIIIIIIIIII11F 8'10 8.10 I ED I I lArA I AD -1 300 CFM in._12"xlU'DN. I OXI 0 EA DUCT UP TO EF -1 T_ 500 CFM DI 32"xl4" DMSD AD -1 300 CFM 61xlo" -;12"x10" 6"X 10" r7 A1 "E 8" AD -1 8., AD -1 125CFM0 125 CFM w 125 CFM 8.10 125 CD - FM HVAC PLAN 20 SCALE: 1/8"=1'-0" ti X I CFM j; 14 eo j AD -7 AD -1 b 241lx6l' AD -5 50 CFM 200 CFM Fu 172 300 CFM 01 A - 1300 CFM AD -4 tj AD -1 I I 100 CFM SL 001 1 rp== 150 CFM col I [DMSDT =EA - 'I 3=0 0 CFM 5000 CFM 24"Xx 024'0 C"i AD -2 AD -1 TOTAL, TYP. EACH 400 CFM 300 CFM AD -1 Trcsh 1 400 CFM AD -1 77 ;7x 77- 10 CFMRTU 8110 81.0 zo -8110 ?< F 00 00 F14 4�01 CFM RA 8 C F hl�A I 0"x 12" CFM X 8"o 22"x12" 16"xl2" TOTAL, TYP. 28 CFM 7' 7-7T: U AD -1 8"0 C"i 125 CFM 8"o A41 AD -3 8"o W EA DUCT P 25 CFM 0EF- AD-3 A 14 F" - x, I I _T 50 1 :F A AD -1 AD -1 100 CFM r dium 300 CFM 6"X10" ON, L 300 CFM % 001 1 zl AD -5 _7 32"X32" UP 150 82"X,'32" UP C) i — 'I AD -2 TO EF -2 LEF-2 P.) tR ROOF (TYP) 450 CFM T ON ROOF (TYP.) Irl (8500 8 M) 00 CF 8.10 8"0 AD -1 A -1 v --e - pr", . ) - I ' 125 _CF M 8"0 :nT 6 175 CFM g"0 > AD -1 -1 D2 2 AD 40"x3 40"x3 oll 4250 c 0 c) 440"X3 225 CFM 225 CFM 4250 CFM 250 CFM FM "o 4250 CFM ' 42x 16 TYP. 111 Il — KEY NOTES 0 INLET LOUVER SHALL BE LOW WITH BOTTOM Or LOUVER AT 8"A.r.F. DISHARGE LOUVER SHALL BE HIGH WITH A MINIMUM DISTANCE OF 10'-0" MEASURED FROM TOP OF LOW LOUVER. (D BOTTOM OF DUCT OPENING SHALL BE WITHIN 12"A.F.F. PROVIDE MATCHING BLANK OFF SECTION BETWEEN OPERABLE LINEAR AIR DEVICES, LENGTHS AS REQUIRED TO PROVIDE CONTINUOUS SLOT PATTERN. PROVIDE A MINIMUM OF 4'-0" OF STRAIGHT DUCT AT TERMINAL UNIT INLET, AND 4'-0" CLEARENCE ON HEATER ACCESS SIDE PER NEC. TYP. DROP DUCT DOWN AND ROUTE IN CEILING CAVITY OF BRIDGE. DUCTWORK TO BE INSTALLED HIGH ON WALL ON SECOND FLOOR PARTS STORAGE TO HAVE OPEN GRATE FLOOR FOR THE DROPPING OF SUPPLY AIR TO FIRST FLOOR AND RETURN AIR RISE TO RTU, PROVIDE 3—WAY SUPPLY AIR PATTERN. DO NOT DIRECT SUPPLY AIR AT THERMOSTAT. MOUNT AC -1 ON WALL OF TEL/DATA ROOM. ROUTE 3/4" CONDENSATE TO MOP SINK IN JAN/CLOSET. CONNECT REFRIGERANT LINES TO CU -1 ON ROOF. ( PROVIDE STATIC PRESSURE SENSOR 2/3 DOWNSTREAM OF MEDIUM P & V DUCT. SEE CONTROL SEQUENCE FOR FURTHER INFORMATION. 3 (10 LOCATE RTU ZONE THERMOSTATS WHERE SHOWN. PROVIDE REMOTE SENSING OF _ RETURN AIR STREAM TO EACH RMOSTAT. ------- "Z 11 4"0 ALUMINUM DRYER VENT UP TO ROOF CAP WITH EF -4 IN LINE BOOSTER FAN. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% 0 CONSTRUCTION ROC'S. �7ISSUE DATE: 9-21 —11 (n Z 0 Z c\I O z kir c S�L 194- Li 0 c� < < < L n C) 0 10 1 N --t dr. 0 P. yw 0 Lu 0 lie it m C= 0 CONTRACT DATE: MAY 6, 2011 Q0 T_ LC) 00 z cy) 0 q z _j Lij z 0 ILu z Ljj Z w _3 mrm� CL. Lr) 0 C) T_ U-) Z z W 0 0 ci z z T z v; In _j U) U- 0 HVAC PLAN DESIGNED BY: DRAWN BY: CHECKED BY: - JOB NO. 2011-21 SHEET NO, M1.0 f, of 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 z 0 cr- � Iv a wo w� co .`V I'Q �w O I ui 0 oc •c .c oc 0 0 0 0 CONTRACT DATE: MAY 6, 2011 co W z ~ I d- 00 C ■�J� 0 �I /ti„. I� .� `C CL v z J W z �Lu - W - Lu z z Q J ZQ�� 0 =Lo c W 0 0 c Ea.J U w �- 0 HVAC SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET NO. M2.0 " �, ray a� ,fie •e Z 0 a. w Q O N N al 3: SITE POWER / SYSTEMS PLAN pC SCALE: 1 = 30' —KEY NOTES PROVIDE (2) 2" & (2) 4" PVC WITH PULL BOXES AND PULL WIRE PER TV/DATA/TEL/CO STIDS. STUB UP 12" A.F.F. IN DATA 134. VERIFY PRIOR TO BID LOCATION WITH TELEPHONE COMPANY AND ANY CHARGES FOR PROVIDING SERVICE, Q POWER COMPANY TRANSFORMER - PROVIDE SECONDARY SERVICE ENTRANCE PER SINGLE LINE DIAGRAM. VERIFY WITH FLORIDA POWER & LIGHT POWER COMPANY CHARGES AND PROVIDE ALL WORK REQUIRED TO PROVIDE SYSTEMS & POWER, 3/4" PVC TO DATA / TELEPHONE. 4 PROVIDE CONNECTION TO DUPLEX RECEPTACLE SITE LIGHT POLE PER DETAIL ON SHEET EO,2. ^t21404 LT WT 2NCL REMOTE SMNEI PROVIDE CONDUIT FOR FUTURE CAMERA/SECURITY. SEE DETAIL ON SHEET EO.2 (POWER, DATA, CONTROL) -GENERAL NOTES CONTRACTOR TO VERIFY ALL ON-SITE UTILITY LOCATIONS PRIOR TO INSTALLATION OF SITE POWER / SYSTEMS. ADDED SITE DUPLEX OUTLETS W/ CIRCUITS THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF O SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-1 1 z 0 Ln �j rn CD C4 J CU uj Li LL W G oc •c .c rLrL. m r --_n CONTRACT DATE: MAY 6, 2011 LLJ Id Z c)O Lu n 0) C) Z 0 0 z rl Z Lu LLJ W z uj '2 Lu z Q Ln 0 0 C) a: Lo Z Z V_ ul uj 0 Z <5 z � w �; o _L w U) 0 SITE POWER SYSTEMS PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E0.1 o ;.4 u a CL 0 0 0 v cm 0 a CL CL co N M N N rl 0 co w' 0 �; L, 0 POWER PLAN 2 SCALE: 1/8"=1'-0" z IRRIGATION CONTROLLER CONTAINMENT ,.CLQ158 RES_SQR EF -3 � FAN SCHEDULE - BIG ASS FAN MODEL NUMBER PFX16 POWERFOIL XTM 16 FT TYPE OF FAN CEILING TYPE OF FOIL POWERFOIL XTM MOTOR 1.5HP VRIABLE SPEED, 460V FOIL LENGTH 63 INCHES WEIGHT 338 LBS. MAX. AIR DISPLACEMENT 162,831 CFM MAX SPEED MAX. SPEED 63 RPM MAX. AMP 2.8 @ 480V NOTES: A. VERIFY EXTENSION TUBE LENGTH (2'-0" FOR PFX-16 ) & MOUNTING BRACKET W/ MANUFACTURER PRIOR TO ORDERING. B. SUPPLY W/ POWERFOIL AIRFOILS & WINGLETS. C. SUPPLY W/ WALL MOUNTED CONTROL PAD FULLY INTEGRATED W/ THE ONBOARD CONTROL. D. SUPPLY W/ C -FACED MOTOR & HERMETICALLY SEALED GEARBOX. E. SUPPLY W/ FACTORY INSTALLATION & CORRESPONDING 10 -YEAR, NON -PRORATED PARTS WARRANTY & 1 YEAR FULL LABOR, F. CONTACT BIS ASS FANS ® 877-244-3267 FOR PRICING INFORMATION & FACTORY INSTALLATION SCOPE OF WORKS, MINIMUM FAN PLACEMENT REQUIREMENTS: 1, BOTTOM OF FAN SHOULD BE AT LEAST 10'-0" A.F.F. 2. FAN SHOULD BE AT LEAST 2'-0" AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTION. r-1 Cf"TDTI-A I CVKAMni c 1 m/1-mrum I � 00% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 w Q0 ABOVE COUNTER DUPLEX RECEPTACLE 120V, 20 AMPERE RATING MOUNTED T_ Lo 44" A.F.F. ..`. ti SIMPLEX RECEPTACLE 120V. 30 AMPERE RATING MOUNTED 48" A.F.F, (UNLESS r n" V NOTED OTHERWISE). o 0 DUPLEX RECEPTACLE 120V, 20 AMPERE RATING MOUNTED 18" A.F.F. Q r2,1 CEILING MOUNTED DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED FLUSH C IN CEILING / SURFACE CEILING WHERE IS NOT FINISH CEILING. W TWO DUPLEX', RECEPTACLES 120V, 20 AMPERE RATING MOUNTED IN TWO GANG N W z BOX 18" A.F.F. (UNLESS NOTED OTHERWISE), .] a DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING (D°z CL DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE), 00 ul Z W TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT °' � Q INTERRUPTING DEVICE MOUNTED 18" A,F.F. (UNLESS NOTED OTHERWISE). � 41 DUPLEX RECEPTACLE 120V, 20 AMPERE RATING WITH GROUND FAULT z INTERRUPTING DEVICE MOUNTED 44" A.F.F. TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT V O U INTERRUPTING DEVICE MOUNTED 44" A.F.F. Z SIMPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING v J DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). IG PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. �- 0 M WP PROVIDE WEATHERPROOF LOCKABLE COVER FOR THIS RECEPTACLE. TELEPHONE OUTLET v DATA/ TELEPHONE OUTLET 1.117 COMBINATION MOTOR STARTER DISCONNECT. SIZE PER MOTOR FURNISHED, VERIFY PER SHOP DRAWINGS OF EQUIPMENT, DISCONNECT SWITCH WITH RATING, SEE PANEL SCHEDULE VERIFY W/ EQUIPMENT NAME PLATE, MOUNT 48" A.F.F. 'CF ELECTRICAL FRACTIONAL HORSE POWER (HP) MOTOR, SEE MECHANICAL DRAWINGS. (NUMBER INDICATES HP). MD MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. [T TRAPEZE MOUNTED TRANSFORMER. c) J -BOX Fm TV OUTLET. ® POWER PANEL - MOUNT 6'-6" A.F.F. TO TOP TELEPHONE TERMINAL BOARD, 1/2" DEEP x 4' HIGH, WIDTH AS SHOWN, T� SINGLE POLE SWITCH, 120V. 20 AMP RATING. MH @ 48" A.F.F. 3 3 -WAY SWITCH, 120 V. 20 AMP RATING. MH C 48" A.F.F. $M MOTOR RATED SWITCH 120 V ( CEILING MTD DUAL TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE $0 WALL MTD INFRARED TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE EQUIPMENT CONNECTION. FIELD VERIFY TYPE AND LOCATION WITH SHOP DRAWINGS. PROVIDE DISCONNECTS AS REQUIRED. TL PROVIDE 30 AMP 2 POLE TWISTLOCK MOUNTED PER DETAIL A.F.F. ® FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITHARCHITECT. _ ® LIFT OUTLE77 T - 2 POLE 30 AMP' TOGGLE SWITCH MTD, ON CABINET SIDEWALL ® 18 A,F.F. UNLESS. NQTp_,, THERWI$E v ® TWO DUPLEX RECEPTACLES FL(SOR"�ftN-T`ED`71q ROUNDBOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. ® DATA/ TELEPHONE OUTLET FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT, KEY NOTES O E.C. TO PROVIDE CONDUIT FROM SYSTEM DEVICES MAS 120V HOME RUN SHALL BE FROM MAP. Q2 PROVIDE DISCONNECTS PER SHOP DRAWINGS, COORDINATE WITH SHOP DRAWINGS PRIOR TO ROUGH -IN AND CONNECTION, STARTERS FURNISHED IN CONTROL PANEL WITH EQUIPMENT. Q3 MAKE POWER AND CONTROL CONNECTIONS TO ELECTRIC OPERATED OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. 4� MOUNT._QUTLETS HIDDEN BEHIND WATER COOLER. �5 (. 4" ?rE-C W/ PULL WIRE FOR TELEPHONE SERVICE. COORDINATE TERMATION POINT AND INSTALLATION REQUIREMENTS WITH TELEPHONE CO. © (2) 2" EC W/ PULL WIRE FOR CATV SERVICE. COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH CATV CO. Q EXHAUST FAN REMOTE VIA MOTOR STARTER CONTROL WITH HAND ON / OFF / AUTO SWITCH, LABEL SWITCH AS "GENERAL EXHAUST FANS" PROVIDE 1 /4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND ELECTRODE WITH #4/0 CU, BOND EACH TRANSFORMER TO THE GROUND BAR PER 250.30 AND EACH H PANEL TO THE GROUND BAR WITH #1/0 CU. ® UNDERCOUNTER HOT WATER HEATER. FUME MONITOR/ALARM LEGEND CO CARBON MONOXIDE SENSOR FV FLAMMABLE VAPOR SENSOR MAP MONITOR ALARM PANEL (5-0" A.F.F. TO TOP) INTERLOCK TO OPERATE EXHAUST FANS & MOTORIZED INTAKE DAMPERS. MHS FUME MONITOR HORN STROBE ALARM (6'-0" A.F,F. TO TOP) HONEYWELL FUME MONITOR/ALARM DEVICES )�LAMMABLE VAPOR CARBON MONOXIDE AND NITROGEN DIOXIDE MT(5NIT01`A�lp`WARNING SYSTEM (1ST LEVEL ALARM - STROBE & VENT FANS - 2ND LEVEL ALARM - HORN.) 3) CONTROLLER WITH NET CARD CONTROLLER WITH CONTROL RELAYS (MAP) 3 RELAY MODULE *)INDOOR STROBE ALARM MTD 80" AFF TO TOP (MHS) (*) CO REMOTE SENSOR MTD. 48" +/- 12" AFF (CO) (*) FLAMMABLE VAPOR SENSOR * PER PLAN. CONNECT TO OPERATE EXHAUST FANS AT ALL ALARM LEVELS. PROVIDE TIME DELAY OFF CONTROL RELAY. CONTACT WALTER GOLDING (813) 622-7000 (wgolding@processatt.com) DEVICE MOUNTING NEW CAR DELIVERY HEIGHTS MHS 6'-8" A.F.F. TO MAP CO MAP 5'-0" A.F.F. MHS j MAP FV FV 0'-12" BELOW ROOF FIN. FLOOR CONNECT TO OPEN GARAGE DOORS ON ALARM THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. I � 00% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 w Q0 T_ Lo ..`. ti F -J r n" V T o 0 w ..r Q r2,1 a W z N W z ZC�[ .] CONTRACT DATE: MAY 6, 2011 POWER PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011--21 SHEET NO. E1.0 n Q0 T_ Lo ..`. ti DO rn r n" V T o 0 Z Q r2,1 a W z N W z ZC�[ .] a J (D°z CL J�3 ° 00 ul Z W °' � Q rr�� (D � a z L.0 W V O U Z J v J �- 0 M POWER PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011--21 SHEET NO. E1.0 n TO H2.; -68,70 LIGHTING PLAN 2�T SCALE: 1/8"=l' -O" MEZZANINE LIGHTING PLAN SCALE: 1/8"=`!'-O" s nC T IVV I LJ O SHOWCASE LIGHTING, WITH REMOVE BALLST— COORDINATE WITH ARCHITECT SHOWCASE DETAIL INCLUDED WITH THE TYPE S FIXTURE IS A 72" FLEXIBLE CONDUIT FOR CONNECTION TO THE REMOTE BALLAST LOCATED ABOVE THE GRID CEILING. 2 TYPE HB—SURFACE MOUNT REMOVE BALLAST TO ADJACENT VERTICAL WALL. —GENERAL NOTES 1. COORDINATE LIGHT FIXTURE HARDWARE WITH CEILING TYPE. PHIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, DOPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NR17EN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 Z O W 71 0 95 U5 /"mow a ^► Jd(ohV W O \V W LLJ ' F - m a 0 W� 0 o� .c c 0 0 G7 CONTRACT DATE: MAY 6, 2011 L -u L Z ob uj n ., _ L) Z¢�� j z W Z �- V) W ELI Z QJ �C r) QL '� .J -'dV C) = Z g 0) W rl- O CD co Z z =z W ci o d. 0 LL U) �- n LIGHTING PLAN DESIGNED BY; DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET N0, E�2.0 0 n. U W Ll c.i d w � � <1 •� Q N_ N �' O O CIRCUIT BREAKER TYPE 120/208V 3PH 4W FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K 1 88 1 61 1 79 1 I 54 1 78 I 77 1 LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 1 IG TO TERMINATE AT PANEL GROUND BUS MAXIMUM AMPS AMPS CONNECTED 156 MAX, MOTOR, LIGHTS 25% 6 CALC. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. AMPS THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) LOAD - AMPS TYPE PHASE CATALOG NUMBER LOAD - AMPS LAMPS MOUNTING DESCRIPTION CKT DESCRIPTION T P A B C a b c A B C P T DESCRIPTION CKT 1 (R) 113 20 1 12 52 MUST X RECESSED ESSENCIA 6" SQ. DOWNLIGHT, 2 1 20 (R) ELEC RM 2 3 (R) 113 20 1 6 ■ma�■o■■■©■■■o■om VERIFY X 28 LED's, NARROW OPTIC 12 1 20 (R) 142 4 5 (R) 114 20 1 ESSENCIA 12 52 MUST VERIFY X RECESSED ESSENCIA 6" DOWNLIGHT, 9 1 20 (R) 136 6 7 (R) 106 20 1 1 9 1 N X 6 1 N 1 1 20 (R) 147 8 9 (R) 107 20 1 9 C ' � X . � il■■■■' 6 1 20 (R) 147 10 11 (R) 108 20 1 ' � 9 1 X 12 1 20 R) WAIT 12 13 (R) 109 20 1 12 2-54w T5 HO CLG. RECESSED X m 10 CU 1 20 (R) CAFE 14 15 (R) 111 20 1 3 3,000K = I X 10 1 1 20 (R) CAFE 16 17 (R) DEALER 20 1 54 12 1-54W T5 HO CLG. RECESSED X 9 1 20 (R) LOBBY 18 19 (R) DEALER 20 1 9 1 X 3 \ 1 20 (R) LOBBY CLG 201 21 (R) REC 20 1 6 SP1 7266 -432 -8 -REM 120 X (4) 32W T8 4,100K m00■�©■■®��00 12 1 20 (R) 123 22 23 (R) WAIT 20 1 12 X 6 1 20 (R) 137 24 25 (R) 134 20 1 9 J X MAP SVC BAY• 55 6 50W ED17 MH 4,100K 1 20 (R) 123 26 27 R) WOMEN 20 1 9 ESSENCIA 8" DOWNLIGHT, X 9 1 20 (R) 122 28 29 (R) ALCOVE 20 1 3 2$ LED's, MEDIUM OPTIC K X SP1 4327-01 115 9 1 20 (R) 121 30 31 (R) ALCOVE 20 1 10 X CREE TRUEWHITE TECHNOLOGY 9 1 20 (R) 120 32 33 (R) 144 20 1 9 X 1'x4' ARCH. TROFFER N 9 1 20 (R) 124 34 35 (R) 144 20 1 ESA—ADR-8-28—C-LWW 9 X ESSENCIA 8" DOWNLIGHT, 28 6 1 20 142 CHID 36 37 (R) 144 20 1 9 ® SSGCWF-120-525-30K 1 X ��0�■©■■000 1 6 LED's, LENSED WALLWASH OPTIC 1 1 20 WET PREP 38 39 (R) 145 20 1 12 X 6 1 1 20 1 DRY PREP 40 41 (R) 145 20 1 FLUORESCENT STRIP 10 NO LED ALTERNATIVE X RENTL AVAILABLE 6 1 20 DRY PREP 42 43 (R) 145 20 1 9 1 2x2' FLOURESCENT DIRECT/INDIRECT X CREE o■�■gym■■©■■i■■�om� 6 1 20 DRY PREP 44 45 (R) 118 20 1 9 I��■m X 6 1 20 SPARE 46 47 (R) 118 20 1 277 9 1 COMPACT FLUOR X CREE LR6—DR1000—GU24 6 1 20 SPARE 48 49 (R) 112 20 1 9 X ESCENT ELECTRONIC 6 1 20 SPARE 50 51 (R) 115 20 1 12 25 277 X DISPLAY CASE DISPLAY CASE PER PLAN 6 1 20 SPARE 52 53 (R) SPARE 20 1 1 JUNO SP2 1722 -05 -54 -W -LT 12 277 X PENDANT 15' A.F.F. 12" CYLINDER 6 1 20 SPARE 54 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K 1 88 1 61 1 79 1 I 54 1 78 I 77 1 LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 1 IG TO TERMINATE AT PANEL GROUND BUS MAXIMUM AMPS AMPS CONNECTED 156 MAX, MOTOR, LIGHTS 25% 6 CALC. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K A SECTION 2 1 18 1 17 1 6 1 1 50 1 36 1 48 1 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W MAXIMUM AMPS AMPS CONNECTED 68 MAX. MOTOR 25% 4 CALC. LOAD 72 AMPS THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE ®■ •'' ` • 0000000000©00 VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED • ` • A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM MONUMENT SIGN m SSGCFF 120-525-30K ■ma�■o■■■©■■■o■om VERIFY 28 LED's, NARROW OPTIC B JUNG SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM m ESSENCIA E5ADR-6— 28—C—ND— 52 MUST VERIFY RECESSED ESSENCIA 6" DOWNLIGHT, cV ALT N SSGCWF 120-525-43K N 28 LED's MEDIUM OPTIC C JUNG SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. Y MTD. CANOP4) C ' � � , � . � il■■■■' GIMBLE RING ■■■®■■■■rte■■■■ FLOOD 3,OOOK ' � ■ " ' ' ■ai ALT 1QL-30K-12D-GU24 TRACK PAR38 LED LAMP D JUNG SP1 .4321-01 108 277 2-54w T5 HO CLG. RECESSED WALL WASH m aam■■©■■m��©m CU RENTL AVAILABLE 3,000K = I m D1 JUNO SPI 4321-Q1 54 277 1-54W T5 HO CLG. RECESSED WALL WASHy FLOURESCENT STRIP W/ \ H8 JUNO SP1 7266 -432 -8 -REM 120 Fl�i (4) 32W T8 4,100K m00■�©■■®��00 REMOTE ELECTRONIC i NO LED ALTERNATIVE CU UC BEV COOL AVAILABLE � BALLAST J JUNG MAP SVC BAY• 55 277 50W ED17 MH 4,100K �m 8" MH DOWN LIGHT W/ ROUND TRIM mo��o■■©■■room ESSENCIA ESA—ADR-8-28—C—MD— 52 RECESSED ESSENCIA 8" DOWNLIGHT, m m m mo■■©■■©■�o■■om�■m■■■rm 2$ LED's, MEDIUM OPTIC K I SP1 4327-01 115 277 (4) 28W TS 4,100K CLG, RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-5 22 CREE TRUEWHITE TECHNOLOGY m ALT 1'x4' ARCH. TROFFER N ELATE SP2 1539—P38—05—WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA—ADR-8-28—C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT, 28 FLOOD 3,OOOK WALL WASH ALT ® SSGCWF-120-525-30K I�i ��0�■©■■000 WALL WASH LED's, LENSED WALLWASH OPTIC 32W (3 P JUNO SP18794-01-8 120 277 GOOK SURFACECLG Box FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNG SP1 4332-01 80 277 (2) 40W BIA;k 3,OOOK CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT m CREE o■�■gym■■©■■i■■�om� 22 I,m = • •• 000■■©■�©�©� I��■m ' ® •' - • . ®■■©■■ 0 23 277 32W 4 PIN 3,OOOK CLG. RECESSED COMPACT FLUOR MEN= CREE LR6—DR1000—GU24 0© ® RECESSED CREE TRUEWHITE TECHNOLOGY im .. . mo®�■�©■■®��■■�■■� ESCENT ELECTRONIC ALT W/RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT m DANALITE SP2 1800-48-25—W—RE 25 277 25W T6 3,000K; DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATIVE CU RENTL AVAILABLE - . • m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E PENDANT 15' A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT w ALT U -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC EX JUNG NXESB PL NA S GAA 5 277 WITH UNIT WALL SUR ACE UR ACE EDGELIT FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K A SECTION 2 1 18 1 17 1 6 1 1 50 1 36 1 48 1 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W MAXIMUM AMPS AMPS CONNECTED 68 MAX. MOTOR 25% 4 CALC. LOAD 72 J 47 1 1 22 1 34 1 19 1 LOAD BALANCE MAXIMUM AMPS A 73 AMPS AMPS CONNECTED 85 B 85 AMPS MAX. MOTOR 25% 4 C 63 AMPS CALC. LOAD 89 s rT PA AMPS THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE ®■ •'' ` • 0000000000©00 VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED • ` • A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM MONUMENT SIGN m SSGCFF 120-525-30K ■ma�■o■■■©■■■o■om VERIFY 28 LED's, NARROW OPTIC B JUNG SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM m ESSENCIA E5ADR-6— 28—C—ND— 52 MUST VERIFY RECESSED ESSENCIA 6" DOWNLIGHT, cV ALT N SSGCWF 120-525-43K N 28 LED's MEDIUM OPTIC C JUNG SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. Y MTD. CANOP4) C ' � � , � . � il■■■■' GIMBLE RING ■■■®■■■■rte■■■■ FLOOD 3,OOOK ' � ■ " ' ' ■ai ALT 1QL-30K-12D-GU24 TRACK PAR38 LED LAMP D JUNG SP1 .4321-01 108 277 2-54w T5 HO CLG. RECESSED WALL WASH NO LED ALTERNATIVE CU RENTL AVAILABLE 3,000K D1 JUNO SPI 4321-Q1 54 277 1-54W T5 HO CLG. RECESSED WALL WASHy FLOURESCENT STRIP W/ \ H8 JUNO SP1 7266 -432 -8 -REM 120 Fl�i (4) 32W T8 4,100K m00■�©■■®��00 REMOTE ELECTRONIC i NO LED ALTERNATIVE CU UC BEV COOL AVAILABLE � BALLAST J JUNG MAP SVC BAY• 55 277 50W ED17 MH 4,100K �m 8" MH DOWN LIGHT W/ ROUND TRIM mo��o■■©■■room ESSENCIA ESA—ADR-8-28—C—MD— 52 RECESSED ESSENCIA 8" DOWNLIGHT, m m ,ALT SSGCWF-120-525-43K 2$ LED's, MEDIUM OPTIC K I SP1 4327-01 115 277 (4) 28W TS 4,100K CLG, RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-5 22 CREE TRUEWHITE TECHNOLOGY m ALT 1'x4' ARCH. TROFFER N ELATE SP2 1539—P38—05—WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA—ADR-8-28—C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT, 28 FLOOD 3,OOOK WALL WASH ALT ® SSGCWF-120-525-30K I�i ��0�■©■■000 WALL WASH LED's, LENSED WALLWASH OPTIC 32W (3 P JUNO SP18794-01-8 120 277 GOOK SURFACECLG Box FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNG SP1 4332-01 80 277 (2) 40W BIA;k 3,OOOK CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K—S 22 I,m = • •• 000■■©■�©�©� ' ® •' - • . ®■■©■■ 0 23 277 32W 4 PIN 3,OOOK CLG. RECESSED COMPACT FLUOR MEN= CREE LR6—DR1000—GU24 0© ® RECESSED CREE TRUEWHITE TECHNOLOGY im .. . mo®�■�©■■®��■■�■■� ESCENT ELECTRONIC ALT W/RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT m DANALITE SP2 1800-48-25—W—RE 25 277 25W T6 3,000K; DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATIVE CU RENTL AVAILABLE - . • m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E PENDANT 15' A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT w ALT U -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC EX JUNG NXESB PL NA S GAA 5 277 WITH UNIT WALL SUR ACE UR ACE EDGELIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -L5 -WH 46 277 (2) 32W PLT J 47 1 1 22 1 34 1 19 1 LOAD BALANCE MAXIMUM AMPS A 73 AMPS AMPS CONNECTED 85 B 85 AMPS MAX. MOTOR 25% 4 C 63 AMPS CALC. LOAD 89 s rT PA AMPS THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE ®■ •'' ` • 0000000000©00 VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED • ` • A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM MONUMENT SIGN m SSGCFF 120-525-30K ■ma�■o■■■©■■■o■om VERIFY 28 LED's, NARROW OPTIC B JUNG SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM m ESSENCIA E5ADR-6— 28—C—ND— 52 MUST VERIFY RECESSED ESSENCIA 6" DOWNLIGHT, cV ALT N SSGCWF 120-525-43K N 28 LED's MEDIUM OPTIC C JUNG SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. Y MTD. CANOP4) C ' � � , � . � il■■■■' GIMBLE RING ■■■®■■■■rte■■■■ FLOOD 3,OOOK ' � ■ " ' ' ■ai ALT 1QL-30K-12D-GU24 TRACK PAR38 LED LAMP D JUNG SP1 .4321-01 108 277 2-54w T5 HO CLG. RECESSED WALL WASH NO LED ALTERNATIVE CU RENTL AVAILABLE 3,000K D1 JUNO SPI 4321-Q1 54 277 1-54W T5 HO CLG. RECESSED WALL WASHy FLOURESCENT STRIP W/ \ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC i NO LED ALTERNATIVE CU UC BEV COOL AVAILABLE BALLAST J JUNG MAP SVC BAY• 55 277 50W ED17 MH 4,100K CLG. RECESSED 8" MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA—ADR-8-28—C—MD— 52 RECESSED ESSENCIA 8" DOWNLIGHT, m - ,ALT SSGCWF-120-525-43K 2$ LED's, MEDIUM OPTIC K I SP1 4327-01 115 277 (4) 28W TS 4,100K CLG, RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-5 22 CREE TRUEWHITE TECHNOLOGY m ALT 1'x4' ARCH. TROFFER N ELATE SP2 1539—P38—05—WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA—ADR-8-28—C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT, 28 FLOOD 3,OOOK WALL WASH ALT ® SSGCWF-120-525-30K I�i ��0�■©■■000 WALL WASH LED's, LENSED WALLWASH OPTIC 32W (3 P JUNO SP18794-01-8 120 277 GOOK SURFACECLG Box FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNG SP1 4332-01 80 277 (2) 40W BIA;k 3,OOOK CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K—S 22 CLG, RECESSED CREE TRUEWHITE TECHNOLOGY 2'x2' ARCH. TROFFER R JUNO SP2 179+5-32—05—WH 23 277 32W 4 PIN 3,OOOK CLG. RECESSED COMPACT FLUOR R CREE LR6—DR1000—GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY ESCENT ELECTRONIC ALT W/RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800-48-25—W—RE 25 277 25W T6 3,000K; DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATIVE CU RENTL AVAILABLE - . • m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E PENDANT 15' A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT w ALT U -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC EX JUNG NXESB PL NA S GAA 5 277 WITH UNIT WALL SUR ACE UR ACE EDGELIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -L5 -WH 46 277 (2) 32W PLT CLG, RECESSED COMPACT FLOURESCENT U CREE LR6-DR1000-GU24 12'5 RECESSED CREE TRUEWHITE TECHNOLOGY _FEED FROM SECTION• '7 3,OOOK 6_7/8" DOWN LIGHT ALT W/RC6 A LOAD ANCE A 62 AMPS B 58 AMPS C 59 AMPS MAXIMUM AMPS THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE ®■ •'' ` • 0000000000©00 VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED • ` • A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT m SSGCFF 120-525-30K ■ma�■o■■■©■■■o■om VERIFY 28 LED's, NARROW OPTIC B JUNG SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM m ESSENCIA E5ADR-6— 28—C—ND— 52 MUST VERIFY RECESSED ESSENCIA 6" DOWNLIGHT, cV ALT N SSGCWF 120-525-43K N 28 LED's MEDIUM OPTIC C JUNG SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. Y MTD. CANOP4) C ' � � , � . � il■■■■' GIMBLE RING ■■■®■■■■rte■■■■ FLOOD 3,OOOK ' � ■ " ' ' ■ai ALT 1QL-30K-12D-GU24 TRACK PAR38 LED LAMP D JUNG SP1 .4321-01 108 277 2-54w T5 HO CLG. RECESSED WALL WASH NO LED ALTERNATIVE CU RENTL AVAILABLE 3,000K D1 JUNO SPI 4321-Q1 54 277 1-54W T5 HO CLG. RECESSED WALL WASHy FLOURESCENT STRIP W/ \ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC i NO LED ALTERNATIVE CU RENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8" MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA—ADR-8-28—C—MD— 52 RECESSED ESSENCIA 8" DOWNLIGHT, m - ,ALT SSGCWF-120-525-43K 2$ LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W TS 4,100K CLG, RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-5 22 CREE TRUEWHITE TECHNOLOGY m ALT 1'x4' ARCH. TROFFER N ELATE SP2 1539—P38—05—WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA—ADR-8-28—C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT, 28 FLOOD 3,OOOK WALL WASH ALT ® SSGCWF-120-525-30K I�i ��0�■©■■000 WALL WASH LED's, LENSED WALLWASH OPTIC 32W (3 P JUNO SP18794-01-8 120 277 GOOK SURFACECLG Box FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNG SP1 4332-01 80 277 (2) 40W BIA;k 3,OOOK CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K—S 22 CLG, RECESSED CREE TRUEWHITE TECHNOLOGY 2'x2' ARCH. TROFFER R JUNO SP2 179+5-32—05—WH 23 277 32W 4 PIN 3,OOOK CLG. RECESSED COMPACT FLUOR R CREE LR6—DR1000—GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY ESCENT ELECTRONIC ALT W/RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800-48-25—W—RE 25 277 25W T6 3,000K; DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATIVE CU RENTL AVAILABLE - . • m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E PENDANT 15' A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT w ALT U -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC EX JUNG NXESB PL NA S GAA 5 277 WITH UNIT WALL SUR ACE UR ACE EDGELIT A LOAD ANCE A 62 AMPS B 58 AMPS C 59 AMPS MAXIMUM AMPS THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE MAXIMUM AMPS THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 1 (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL ai! (L) SERVICE DRIVE m " • �■m■■■m MMMM■MNN=== �• ` m 1 47 1 47 1 47 1 1 40 1 40 1 40 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC - 23KA) LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) LIGHTING AMPS ;t 1.25 NETWORK LIGHTING CONTROL PANEL m momma©�■m�■■■�■r■mQ SITE LIGHTING m m �■©m■■■©■■mom■©a m M_--m-SITE mrs■■m■■■©■■■m■■�s� m 60 60 60 1 60 1 60 160 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 LUI"IlIVH1RC Jl..171CVULC NOTE: FACTORY INSTALLED WITH .REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7 THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNG SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA E5ADR-6— 28—C—ND— 52 MUST VERIFY RECESSED ESSENCIA 6" DOWNLIGHT, cV ALT N SSGCWF 120-525-43K N 28 LED's MEDIUM OPTIC C JUNG SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. Y MTD. CANOP4) C CREE TG38 w/ LRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1QL-30K-12D-GU24 TRACK PAR38 LED LAMP D JUNG SP1 .4321-01 108 277 2-54w T5 HO CLG. RECESSED WALL WASH NO LED ALTERNATIVE CU RENTL AVAILABLE 3,000K D1 JUNO SPI 4321-Q1 54 277 1-54W T5 HO CLG. RECESSED WALL WASHy FLOURESCENT STRIP W/ \ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC i NO LED ALTERNATIVE CU RENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8" MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA—ADR-8-28—C—MD— 52 RECESSED ESSENCIA 8" DOWNLIGHT, m - ,ALT SSGCWF-120-525-43K 2$ LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W TS 4,100K CLG, RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-5 22 CREE TRUEWHITE TECHNOLOGY m ALT 1'x4' ARCH. TROFFER N ELATE SP2 1539—P38—05—WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA—ADR-8-28—C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT, 28 FLOOD 3,OOOK WALL WASH ALT ® SSGCWF-120-525-30K I�i ��0�■©■■000 WALL WASH LED's, LENSED WALLWASH OPTIC 32W (3 P JUNO SP18794-01-8 120 277 GOOK SURFACECLG Box FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNG SP1 4332-01 80 277 (2) 40W BIA;k 3,OOOK 1 47 1 47 1 47 1 1 40 1 40 1 40 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC - 23KA) LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) LIGHTING AMPS ;t 1.25 NETWORK LIGHTING CONTROL PANEL m momma©�■m�■■■�■r■mQ SITE LIGHTING m m �■©m■■■©■■mom■©a m M_--m-SITE mrs■■m■■■©■■■m■■�s� m 60 60 60 1 60 1 60 160 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 LUI"IlIVH1RC Jl..171CVULC NOTE: FACTORY INSTALLED WITH .REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7 THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNG SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA E5ADR-6— 28—C—ND— 52 MUST VERIFY RECESSED ESSENCIA 6" DOWNLIGHT, cV ALT N SSGCWF 120-525-43K N 28 LED's MEDIUM OPTIC C JUNG SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. Y MTD. CANOP4) C CREE TG38 w/ LRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1QL-30K-12D-GU24 TRACK PAR38 LED LAMP D JUNG SP1 .4321-01 108 277 2-54w T5 HO CLG. RECESSED WALL WASH NO LED ALTERNATIVE CU RENTL AVAILABLE 3,000K D1 JUNO SPI 4321-Q1 54 277 1-54W T5 HO CLG. RECESSED WALL WASHy FLOURESCENT STRIP W/ \ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC i NO LED ALTERNATIVE CU RENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8" MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA—ADR-8-28—C—MD— 52 RECESSED ESSENCIA 8" DOWNLIGHT, m - ,ALT SSGCWF-120-525-43K 2$ LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W TS 4,100K CLG, RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-5 22 CREE TRUEWHITE TECHNOLOGY m ALT 1'x4' ARCH. TROFFER N ELATE SP2 1539—P38—05—WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA—ADR-8-28—C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT, 28 FLOOD 3,OOOK WALL WASH ALT ® SSGCWF-120-525-30K I�i ��0�■©■■000 WALL WASH LED's, LENSED WALLWASH OPTIC 32W (3 P JUNO SP18794-01-8 120 277 GOOK SURFACECLG Box FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNG SP1 4332-01 80 277 (2) 40W BIA;k 3,OOOK CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K—S 22 CLG, RECESSED CREE TRUEWHITE TECHNOLOGY 2'x2' ARCH. TROFFER R JUNO SP2 179+5-32—05—WH 23 277 32W 4 PIN 3,OOOK CLG. RECESSED COMPACT FLUOR R CREE LR6—DR1000—GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY ESCENT ELECTRONIC ALT W/RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800-48-25—W—RE 25 277 25W T6 3,000K; DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATIVE CU RENTL AVAILABLE - . • m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E PENDANT 15' A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 60 60 60 1 60 1 60 160 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 LUI"IlIVH1RC Jl..171CVULC NOTE: FACTORY INSTALLED WITH .REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7 THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626 (flopiccolo@junolightinggroup,corn) BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNG SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA E5ADR-6— 28—C—ND— 52 MUST VERIFY RECESSED ESSENCIA 6" DOWNLIGHT, cV ALT N SSGCWF 120-525-43K N 28 LED's MEDIUM OPTIC C JUNG SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. Y MTD. CANOP4) C CREE TG38 w/ LRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1QL-30K-12D-GU24 TRACK PAR38 LED LAMP D JUNG SP1 .4321-01 108 277 2-54w T5 HO CLG. RECESSED WALL WASH NO LED ALTERNATIVE CU RENTL AVAILABLE 3,000K D1 JUNO SPI 4321-Q1 54 277 1-54W T5 HO CLG. RECESSED WALL WASHy FLOURESCENT STRIP W/ \ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC i NO LED ALTERNATIVE CU RENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8" MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA—ADR-8-28—C—MD— 52 RECESSED ESSENCIA 8" DOWNLIGHT, m - ,ALT SSGCWF-120-525-43K 2$ LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W TS 4,100K CLG, RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-5 22 CREE TRUEWHITE TECHNOLOGY m ALT 1'x4' ARCH. TROFFER N ELATE SP2 1539—P38—05—WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA—ADR-8-28—C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT, 28 FLOOD 3,OOOK WALL WASH ALT ® SSGCWF-120-525-30K I�i ��0�■©■■000 WALL WASH LED's, LENSED WALLWASH OPTIC 32W (3 P JUNO SP18794-01-8 120 277 GOOK SURFACECLG Box FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNG SP1 4332-01 80 277 (2) 40W BIA;k 3,OOOK CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K—S 22 CLG, RECESSED CREE TRUEWHITE TECHNOLOGY 2'x2' ARCH. TROFFER R JUNO SP2 179+5-32—05—WH 23 277 32W 4 PIN 3,OOOK CLG. RECESSED COMPACT FLUOR R CREE LR6—DR1000—GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY ESCENT ELECTRONIC ALT W/RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800-48-25—W—RE 25 277 25W T6 3,000K; DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATIVE CU RENTL AVAILABLE - . • m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E PENDANT 15' A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT w ALT U -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC EX JUNG NXESB PL NA S GAA 5 277 WITH UNIT WALL SUR ACE UR ACE EDGELIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -L5 -WH 46 277 (2) 32W PLT CLG, RECESSED COMPACT FLOURESCENT U CREE LR6-DR1000-GU24 12'5 RECESSED CREE TRUEWHITE TECHNOLOGY 3,OOOK 6_7/8" DOWN LIGHT ALT W/RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT (2) 32w T8 3/8" ALL THREADED STRIP FLOURESCENT V8 JUNO SP1 4450-01-8 60 277 3,OOOK ROD PENDANT TO MEZ W/ WIRE GUARD (> NO LED ALTERNATIVE CU RENTL AVAILABLE TBD A.F.F. V4 JUNO SP1 4450-01-4 30 277 (1) 32W T8 3,OOOK PENDANT TO MEZ STRIP FLOURESCENT W/ WIRE GUARD NO LED ALTERNATIVE CU RENTL AVAILABLE W4 ACCULITE SP1 8400-454UP24WS 216 277 (4) 54w T5 HO 3,000K 3/8" ALL THREAD ROD FLOURESCENT HIGH BAY NO LED ALTERNATIVE CU RENTL AVAILABLE PENDANT 12' A.F.F. X PINNACLE P-1T5H0-4—WH-277—CC—LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASS'YMETRI ADJ (PH WHERE NO WALL) 9'-6" AFF. FIELD AIM Y ACCULITE WP 432 EWF RS277 ETB, 120 277 (4) 32W T8 PENDANT 10' A.F.F. $ LONG TANDEM WP P—AL8—P, P—LC—SS 3,OOOK FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31w lJ 3,OOOK CLG. RECESSED 2x2 TROFFER NO LED ALTERNATI ECU RENTL AVAILABLE FF2 JUNO S 6038-100E 115 277 FLOOD 4,100K CLC. RECESS D LOW BAY GG - NOT USED - - - HH12 PINNACLE P-01299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORESCENT ==-' CLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00899-1 8 LF 277 (4) 54W T5 / 8 LF SURFACE ON TOP OF 8' CONT. FLUORESCENT CLC. WALL WASH, SEE PLAN ' YY JUNG SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS BALLASTED BALLASTED AFF CYLINDER EM JUNG N2WH _ 277 WITH UNIT WALL SURFACE \ 8' NAVILITE MIN AFF THERMOPLASTIC CIRCUIT BREAKER TYPE 480 3PH 4W PANEL: H1IN =MS=M0MMuMM=MEmmm nLIFT STATIONM0MM0E=MEmuMmM0m1q MIN WINMINE I 'L63 1 26,5 1263 I � 224 1227 1.24OP 1�7\ FEED FROM TRANSFORMER ' 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE AIC 35K FULLY RATED SPD SF CB MOUNT LOAD LANCE A 492 AMPS B 490 AMPS C 508 AMPS MAXIMUM AMPS 7 AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALC. LOAD 515 TOTAL CALCULATED LOAD 428 KVA ®- • ' ` • 000©�00 _ 0© i ©, r .. ' •�1-® cV oma^ N !'7 N m - am■■■©■gym■■■®v m m oa�m■r■©■�■m■©o m ® ` I�i ��0�■©■■000 m - vaso■■©■■■■m■ve - . • m I 'L63 1 26,5 1263 I � 224 1227 1.24OP 1�7\ FEED FROM TRANSFORMER ' 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE AIC 35K FULLY RATED SPD SF CB MOUNT LOAD LANCE A 492 AMPS B 490 AMPS C 508 AMPS MAXIMUM AMPS 7 AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALC. LOAD 515 TOTAL CALCULATED LOAD 428 KVA CI r_!/'^Tnri^ n 1 r■rnirr'b n i ni^-r-r-r -- LLL.. 1 1\i\../`1L VLIVLIIti/-1L IVV 1 LJ 1. DO NOT SCALE FROM THESE DRAWINGS. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE PROPER CLEARANCES FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING. 4. REFER TO MECHANICAL DRAWINGS FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED BY DIV. 15. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6• WHERE NON-FUSED DISCONNECT IS NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (Al BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7, PROVIDE WALL SWITCHES IN EACH OFFICE/AREA TO CONTROL THE LIGHT FIXTURE(S) IN EACH OFFICE/AREA. 8. REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE WIRE CONDUIT AND OVERCURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. g, PROVIDE EXIT SIGNAGE AT.ALL EXITS AND AS REQUIRED. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E.M,C.S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES, 13, CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING. 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16. COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK. 17, USE No, 10 AWG CU: CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET. 1$. USE CONDUCTOR NOT SMALLER THAN N0. 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19. USE N0. 10 AWG CONDUCTORS. FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, OR LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SHALL BE CAPABLE OF SUPPORTING THE ENTIRE WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM. SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS USED, DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER, 21. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS. 23, TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24. NO MORE THAN THREE CURRENT CARRYING CIRCUITS SMALL BE COMBINED IN ANY RACEWAY, 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS. 26. LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING, 27, ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE CONSISTENT PATTERN DIRECTION BY CONTRACTOR. 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES. CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. iIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, DPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT KITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE Al' ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100 CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 z iLJ Ld CZ Lu ct 91 ell 00 4 0 00 7O00CD CD CD \y� c� J � `X r1Lu d U Q w a� u. r�h I 0 fi .0 D r� CONTRACT DATE: MAY 6, 2011. CU o Q wz�� z w � � v V Z � o� o W r- o 0 • a z � Z Z w CL LL 6o o� w 0 ELECTRICAL PANEL SCHEDULES .DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET N0. E3.0 r�- z 0 ti a. U w c� O p N N li cV oma^ N !'7 N FIRE ALARM PLAN 2� a SCALE: 1/8"=1'-0" y FIRE ALARM SYMBOLS LEGEND FIRE ALARM FLASHING STROBE cd AS REQUIRED / HORN MAX. 80" A.F.F. / MIN, 6" BELOW CLG. FA -�j- FIRE ALARM FLASHING STROBE cd AS REQUIRED / MAX 80"AFF / MIN 6" BELOW CLG. FACP FIRE ALARM CONTROL PANEL / ANNUNCIATOR REMOTE ALARM LIGHT/TEST/RESET - DUCT DETECTOR MTD. 60" A.F.F. DMSD DUCT SMOKE DETECTOR IN SUPPLY ( OVER 2000 CFM,) SD SMOKE DETECTOR - MIN 4' TO A/C SUPPLY TERMINAL ElFIRE ALARM RELAY - WITHIN 3' OF CONTROLLER EDFIRE ALARM PULL STATION - 48" AFF ElKEY LOCK BOX - LOCATE PER AHJ 60" AFG FARA FIRE ALARM REMOTE ANNUNCIATOR FLUSH MTD. 60" A.F.F. FS FLOW SWITCH FT TAMPER SWITCH TYPICAL FIRE ALARM RISER DIAGRAM R FA DMSDA FA 'C7 r J. I I 1 A,1 WP FS FARA FACE TS 120 VOLT POWER VIA 277/120 V TRANSFORMER (BREAKER LOCK) 3/4"C TO TELEPHONE SERVICE BOARD NOTE FIRE ALARM SYSTEM SHALL BE CONNECTED TO LOCAL FIRE DEPARTMENT EMERGENCY NOTIFICATION SYSTEM PER LOCAL REQUIREMENTS AND COORDINATED WITH THE OWNERS REPRESENTATIVE. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO INCLUDE ALL LABOR & MATERIALS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. ALL CONDUITS SHALL BE 3/4" MINIMUM AND PER VENDOR SHOP DRAWING. FIRE ALARM NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES WHETHER SHOWN OR NOT. 2. FIRE ALARM CONTROL PANEL SHALL BE SILENT KNIGHT WITH 8 ZONES OR APPROVED EQUAL, PER LATEST ADOPTED EDITION NEPA 70, 72, 101, FBC, 3. INSTALLATION SHALL BE BY AN EC OR EF LICENSED CONTRACTOR, WHO SHALL PROVIDE A COMPLETE PACKAGE OF SEPARATE PERMIT DOCUMENTS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER PER APPLICABLE CODES AND AHJ. 4. MINIMUM CONDUIT SIZE SHALL BE 3/4" EMT FOR ALL CONNECTIONS, UNLESS OTHERWISE NOTED. 5. TEST SENSITIVITY OF EACH DETECTOR, DOCUMENT IN AS -BUILT PACKAGE. 6. PROVIDE CIRCUIT BREAKER LOCK AND LABEL ON CIRCUIT (FACP). 7. PROVIDE COMPLETE TEST DEMONSTRATION FOR LOCAL FIRE MARSHALL AND OWNER'S REPRESENTATIVE. 8. SUBMIT FIRE ALARM SYSTEM PLANS AND SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE CODES/STANDARDS FOR REVIEW BY LOCAL AHJ. 9. ALL EQUIPMENT SHALL BE UL LISTED FOR FIRE ALARM SERVICE AND FOR OPERATION AS A SYSTEM. 10. CABLE SHALL BE UL LISTED FOR POWER LIMITED OR NON -POWER LIMITED FOR FIRE PROTECTIVE SIGNALING SYSTEMS, MINIMUM OF #16AWG SOLID. 11. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. (LABEL UNIT DESIGNATION) 12. SMOKE DETECTORS UL LISTED FOR USE IN AIR DISTRIBUTION SYSTEMS SHALL BE LOCATED DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTIONS IN AIR SUPPLY SYSTEMS . REMOTE ALARM, TEST AND RESET ARE REQUIRED FOR AIR HANDLING UNITS LOCATED IN SERVING AREA 60" A.F.F. 13. PLEASE CALL THE LOCAL FIRE MARSHAL'S OFFICE FOR ALL FIRE DEPARTMENT INSPECTIONS. PROVIDE LOCK BOX FOR KEY ACCESS TO BUILDING FIRE ALARM SYSTEM LOCATED PER AHJ, 14. AREA SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4' FROM ALL AIR DIFFUSERS. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 cn z 0 o 'V w 0 Lj fl W Q U- >N c LEL �w 0 0 a� cc C� Lr— r r O p CONTRACT DATE: MAY 6, 2011 Q0 W Ln Ek U � I 00 ...� � � r U � U 0 c N Z ry Lu CD LLL_ w W z >- ED Z aJ 0 CL J V r 2 = 00 0 W r O O * O zZ Z ...... Q W O z Z) LL. QD U) 0 FIRE ALARM PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011--21 SHEET NO. 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EQ� EQ. -_ -- - CHECKED BY: JOB N0. c 2011-21 \THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF C�' 7I SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SHEET NO. COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND':2S1 PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. ■ c a w c� � a c' � 7i 1� Krn CLCL 0 CD 00 CL Ln rn 7� co TT r1j 0 rl lC CV LA 6 rl ri -4 12 0 z ry (1A} " Coo n 1 /1111 1191 a 11 I'll, 'j,:p oil 7rl nil 5r -o nil - --CA) �B) "BRIDGE" FRAMING PLAN V4 SCALE: 1/8"=V-0" DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT IFTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE QECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. F 100% ECONSTRUCTION DOCS. ISSUE DATE: 9-21 -11]] uu z Ly LE Lu CONTRACT DAM MAY 6, 2011 STEEL FRAMING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S2.0 Lu z 00 (D 0) o 0 z C,4 Lu LL- z Ld (f) uj Z z Lu 0 zCL m_j Q 0 r U-) co Z Lu 0 0 0 0 Z ci Z CLLL U) Z Li 0 ro STEEL FRAMING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S2.0 c vi vi 00 f C eC N Al • kc (6 k6 V) Qs N -4 -4 Q •an m 0 0 z 0 cmN ZL I /­­",",— - "___4 22-0" 17-4- f, 81.011 21-41- ----------- W_ T.0C, fill. STRUCTURAL ELEV-1 C6) . . . . . . . . . . . . . . . . . . _V REINFORCING STEEL , ------- " ­:, ��� , 1 7 .1 L_ 77=[a _7 T�' 'mT��' 1 -j-�a L L- I SIZE W X D REMARKS I '-T-- A I.: L 7- i Al _'L - i- 'T _J L._ L . . .. ....... T" L L- L, L-1 L -1- J 1� T ­ 7 CB -2 (2) #5 TOP 84 ..... ... .. ---------CB-6 tla �4 , 4 T"" I I CE3-3 ... I-F'_T 7- 7-7_ CB -2 MB -1 (3) #5 TOP #3 0 12" O.C. 2'- 0_" _F T.- T-_' '--I- .... .. ........... . AS8X4X1/4' MB -1 HSS8X4X1/4 H$S8X4X144-_ HSS8X4X1/4 114--1 77777 �7 . ........ .. FrF 7 T- ", 77 r- T T m TOP BRACING ASSEMBLIES SPACED AT 48- +/- U, c ­0 ...... OD (QUANTITY - 25) T_ LINE OF TOP OF 0 xil OPENING, (3) #7 BOTTOM r (TYPIClAL) STOREFRONT B Xao 7. _L T-X !,4 - .. ....... .. t X 7 ­­­­ 7 -"F- L 'T_ F , T F J, T 7 loo k" T77 1-7- 1 __.-L. L L. L J.. 77 7r BOTTOM I T F- T I r "Q11" T ,7- F -_T_-__-_-1 ­ri 7 22'-6" 251-8" 17'-11 22'-6" 10'-5 1/2" 11 -5 1/2" 4'-0" STRUCTURAL ELEV-1 C6) STRUCTURAL ELEV-3, T.O. C,M U_Ar� 2,5T FLOOR A-\ ol - oll \�x T.O. FTGALy -2'- 0' \J 2 cc c cc 1 ST FI_09RL_A� 0 T.9, FTG.- _4C 9 F_ REINFORCING REINFORCING STEEL _714'-8" #5 @ 48," O/C (VERT.) '" - 11 SIZE W X D REMARKS 14.8 154 7 7- F-1 -7 CONT. BARS ml L_IT T -E - . ...... .. ... 12" X 16" (2) #5 TOP 84 1 T L /4\ 4 .......... �j J ...... MB -1 CB -2 MB -1 (3) #5 TOP #3 0 12" O.C. ........... F 77=, T.- T-_' '--I- .... .. ........... . 9 . . . ...... .. .... . r i- -L -i -r-­---�-­,'­j­­r- 7- T --- I- T T 1 -F-' F.- ✓ , L]' :, -�T�­'_1_1_7- c (3) #7 BOTTOM r -1 BOTTpM X 7 ­­­­ 7 -"F- L 'T_ F , 7 F j X, T BOTTOM I T F- T I r "Q11" T ,7- F -_T_-__-_-1 ­ri 7 I I (3) #7 TOP & BOT. #3 0 12" 0,C. '1 -7-7 Tr. T_ I T F T 1- _-7' i x 7 X i T_ I i T CB -7 7 'A < v T- 7 F.- tier.- #3 0 12" p. C, 51 ev 2XK' u nw > CB -8 AL -7-7 '�2)_ #5M -TOP & V 7 0 BOTTO PC -3 x PC -3 PC -3 MB -1 12" X 8" (2) #5 CONT. T 1 MB -2 12" X 16" (2) #5 CONT, IN EA. COURSE _7><X X X , 81t x aft (•I> #5 CONT, MB -4 8$p X 16" (1 #5 CONT. IN EA. COURSE T T -IF LLs 1 u - MB -5 r 7-7-1-7-7- T -- (1) #5 CONT. IN EA. COURS 9 PC -1 1 2pp X 80" (2) #5 CONT, PRECAST LINTEL (2) #5 TOP & I 1-_ 7 1 PRECAST CONC, & K,O. PC -2 12" X 16" BOTTOM T -F -F -F-7- 1 4- PC -3 12" X 24" (2) #5 TOP & PRECAST CONC, & K. 0. 7_,L, T- all BOTTOM BLK. CONC. LINTEL 7__ I" T I' 7-V T PRECAST CONC. Inc K, 0. F/✓b/A PC -4 12" X 32" BOTTOM BILK, CONC. LINTEL PC -5 $"X 80t 16.4" 121-011 PRECAST CONCRETE 12'-0'? 121-0" T-4" LINTEL (1) #5 TOP & PRECAST CONC. & KT STRUCTURAL ELEV-3, T.O. C,M U_Ar� 2,5T FLOOR A-\ ol - oll \�x T.O. FTGALy -2'- 0' \J 2 cc c cc 1 ST FI_09RL_A� 0 T.9, FTG.- _4C 9 MARK REINFORCING REINFORCING STEEL �41421 �Xll 4, `�; 1111211 ZZZ-Z #5 @ 48," O/C (VERT.) MARK SIZE W X D REMARKS #5 @ 40" O/C (VERT.) 7 7- F-1 -7 CONT. BARS ml L_IT T -E - . ...... .. ... 12" X 16" (2) #5 TOP 84 1 T L .......... �j J ...... MB -1 CB -2 zzz L_ (3) #5 TOP #3 0 12" O.C. ........... F T.- T-_' '--I- .... .. ........... . 9 . . . ...... .. .... . r i- -L -i -r-­---�-­,'­j­­r- 7- T --- I- T T 1 -F-' F.- ✓ , L]' :, -�T�­'_1_1_7- (3) #7 BOTTOM r T.O. C.M.U. 28' - 0.. � 1STFLOOR A`\ ol - ow—" -,v T.O TG. A--\ -21 - 0" STRUCTURAL ELEV-2 4A� FA -1 STRUCTURAL ELEV-4. STRUCTURAL ELEV-5 1/81, = 1 1-011 -1.0. C.M.U._A--N �87_0- 711110 1ST F 1_00R_A:� 0'-0. J' _I_-0._FTG. A`� -2'- 0" \,W r- A R A I I T R 1-1-r- 1 d- /'%1 1 r- FN 1 1 1 r- or/Am / Lili I CL -)tr1cuuLc —T.O. C.M.U. ,_& 26'- 8 STRUCTURAL ELEV-6, STRUCTURAL ELEV-7 1 ST FL-001IR 0,70,, _T"0. 'FTG. -2'- 0" 1ST FL 00 R R_ ol - 0. & T.O. FTG. L`, -2'- 0-1 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 ITAI 211 F uj 5E z w CONTRACT DATE: MAY 6, 2011 LQ LO n C)o z uj n a) 0 0 0 Z C,4 �t C; z W V) LL Lu LLJ z ED 0 Z CL I Od 0 00 Q z: Lo Z , — LO cy) 0 w 0 0 • CO3 Z T Z 011110111.. Q� L'S - 8 ry LLJ 0 CL u) Q) STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. S6.0 MARK REINFORCING REINFORCING STEEL #5 @ 48," O/C (VERT.) MARK SIZE W X D REMARKS #5 @ 40" O/C (VERT.) CONT. BARS STIRRUPS CIB-1 12" X 16" (2) #5 TOP 84 #3 0 12" O,C, BOTTOM CB -2 12" X 24" (3) #5 TOP #3 0 12" O.C. (3) #5 BOTTOM (3) #7 BOTTOM ft BOTTpM BOTTOM CB -6 12" X 48" (3) #7 TOP & BOT. #3 0 12" 0,C. #4018 STIRUP CB -7 12" X 20" (2) #5 TOP & #3 0 12" p. C, BOTTOM CB -8 60t x 16" '�2)_ #5M -TOP & #3 8" o. C. BOTTO MB -1 12" X 8" (2) #5 CONT. MASONRY BOND BEAM MB -2 12" X 16" (2) #5 CONT, IN EA. COURSE MB -3 81t x aft (•I> #5 CONT, MB -4 8$p X 16" (1 #5 CONT. IN EA. COURSE MB -5 6" X 16" (1) #5 CONT. IN EA. COURS 9 PC -1 1 2pp X 80" (2) #5 CONT, PRECAST LINTEL (2) #5 TOP & PRECAST CONC, & K,O. PC -2 12" X 16" BOTTOM BLK. CONIC. LINTEL PC -3 12" X 24" (2) #5 TOP & PRECAST CONC, & K. 0. BOTTOM BLK. CONC. LINTEL (2) #5 TOP & PRECAST CONC. Inc K, 0. PC -4 12" X 32" BOTTOM BILK, CONC. LINTEL PC -5 $"X 80t (1) #5 CONT. PRECAST CONCRETE LINTEL (1) #5 TOP & PRECAST CONC. & KT PC -6 a" x 16" BOTTOM BLK, C(',)NC. LINTEL PC -7 6" X 8#' (1) #5 CONT. PRECAST CONCRETE LINTEL FC FILLED CELL W/(1) #5 VERT. W/(1) K.O. BLOCK —T.O. C.M.U. ,_& 26'- 8 STRUCTURAL ELEV-6, STRUCTURAL ELEV-7 1 ST FL-001IR 0,70,, _T"0. 'FTG. -2'- 0" 1ST FL 00 R R_ ol - 0. & T.O. FTG. L`, -2'- 0-1 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 ITAI 211 F uj 5E z w CONTRACT DATE: MAY 6, 2011 LQ LO n C)o z uj n a) 0 0 0 Z C,4 �t C; z W V) LL Lu LLJ z ED 0 Z CL I Od 0 00 Q z: Lo Z , — LO cy) 0 w 0 0 • CO3 Z T Z 011110111.. Q� L'S - 8 ry LLJ 0 CL u) Q) STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. S6.0 MARK REINFORCING #5 @ 48," O/C (VERT.) #5 @ 40" O/C (VERT.) —T.O. C.M.U. ,_& 26'- 8 STRUCTURAL ELEV-6, STRUCTURAL ELEV-7 1 ST FL-001IR 0,70,, _T"0. 'FTG. -2'- 0" 1ST FL 00 R R_ ol - 0. & T.O. FTG. L`, -2'- 0-1 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 ITAI 211 F uj 5E z w CONTRACT DATE: MAY 6, 2011 LQ LO n C)o z uj n a) 0 0 0 Z C,4 �t C; z W V) LL Lu LLJ z ED 0 Z CL I Od 0 00 Q z: Lo Z , — LO cy) 0 w 0 0 • CO3 Z T Z 011110111.. Q� L'S - 8 ry LLJ 0 CL u) Q) STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. S6.0 T? 0_C.M.U._ \722 -Ol C cp M0 W O T qTRt1C"Tl1RAl__ ELEV-8 STRUCTURAL ELEV-9 m 0 CV N T.O. C.M.U./-'� 28' 011 V JAT FL \%' - 011 T.O. PARAPE STRUCTURAL E LEV-10 (46; 4D El I , I I I I STRUCTURAL E LEV-11 1/81' = V-0" 6 ,) ( 7 El I I I I 8 STRU CTU RA L ELEV-15 - 2' /-� -��`011�7 STRUCTURAL E LEV-16 1 /8' i.-oll El T.O. C.M.U. ryl -�II _1S7 FLOOR q. ' - q" T.O. FTG7,,r -2' - 011 �,,V 24'- 0"� _1STFLOOR 0. --OIL _ T.O. FTC; _ A -hl - q11 d C 0 C c +r STRU CTU RAL ELEV-17 cq 0 � j STRUCTURAL ELEV-12 '" 1 /811 11.011 24'- 1 ST FI�QQ 01- 011 T.O. FTG__-�`� .21- 0" STRUCTURAL E LEV-1 8 C9 C) cd T.Q. C.M.U. 24'-_0E-�e 15T FLOOR_ 1--Z STRUCTURAL E LEV-13 6 1/81, = V-0" 1ST FLOOR . 01-011 1 0 0 C 0 m Ci cd co C`J f`J 7 LLJ Cr Lo / ! ! MB -4 T.Q. C M ,N.'•M" ie w w 1 ET F i ---MB 3 ._,..'. __, ,. i .,.._� _ _�....,. y. PC -5 W. LL y1 a ]C i � Ir! = i r .. 2 r_r_:F ry_.__ _ _. _ _r _i_ i....r_a_. r_ .i. __ -r_y i T.0 8 STRU CTU RA L ELEV-15 - 2' /-� -��`011�7 STRUCTURAL E LEV-16 1 /8' i.-oll El T.O. C.M.U. ryl -�II _1S7 FLOOR q. ' - q" T.O. FTG7,,r -2' - 011 �,,V 24'- 0"� _1STFLOOR 0. --OIL _ T.O. FTC; _ A -hl - q11 d C 0 C c +r STRU CTU RAL ELEV-17 cq 0 � j STRUCTURAL ELEV-12 '" 1 /811 11.011 24'- 1 ST FI�QQ 01- 011 T.O. FTG__-�`� .21- 0" STRUCTURAL E LEV-1 8 C9 C) cd T.Q. C.M.U. 24'-_0E-�e 15T FLOOR_ 1--Z STRUCTURAL E LEV-13 6 1/81, = V-0" 1ST FLOOR . 01-011 1 0 0 C 0 m Ci cd co C`J f`J 7 LLJ Cr Lo 00 [�z� ] �J - ! LL z ui U ,..., a 0 1.. ■� LC <� ..] C3 i 4- 0 01 • w _ ? _ Z uj wu� 7 � � r O I I -, ! I r' rMBB <1_ .. SPC -5 ,k )1 LL _ -1 11- 1 1 f .. ,! 5�+ 11'-4" 3'-4" 2'-8" 71-411 2'-411 T.O. C.M.U� 9' -All 1 ST FLOOR _-A \ 0' - 011 �! 12 STRUCTURAL ELEV-19 1/81, 1 0 STRUCTURAL E LEV-14 118" - 11-011 T.O. C.M.U. _ za1- 0 ro U cr, o - g 0 q5 C6 �7i 6 A I I I I +� STRUCTURAL ELEV-120 1 1/811-1" 3EAM SERV-__` 20' - 8''1 1ST FLOOR._1 l 01 pl T.O. -FT-G, RAPET - T8=- 011 ST FLOOf2 _A--� 67- 0" ��JJ T.O,2F -2'T_ G. r `� - 011 C7 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. [ 100% CONSTRUCTION ROC'S. ISSUE DATE: 9-21 -11 Q W V M� CONTRACT DATE: MAY 6, 2011 STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN�B'�'� CHECKED BY: JOB NO, 2011-21 SHEET NO. S6.1 LLJ Cr Lo 00 [�z� ] �J LL z ui U a 0 00 ■� LC <� ..] C3 i 4- 0 01 • 0) 07 ? _ Z uj wu� CL r O STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN�B'�'� CHECKED BY: JOB NO, 2011-21 SHEET NO. S6.1 L 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-1 1 V) z 0 co <I l< I cn cr u� Lu z ui >NMV O Lu m O pin r= CONTRACT DATE: MAY 6, 2011 co Z) oc) C) Z C) 0 z CSC z Ld Lu (n z Lu z QL r 00 U) Z Lu 0 0 Z z cj CLLL fir) z L4J 0 r4) STRUCTURAL ELEVATIONS/ SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET, NO. S6.2 I O I ;J ���4L�+(!'IR. I 82' Sim i mommi FE rm me�� FE r' FEqp -- ►t�---------- 27 �.'..1...' ----- -------------------------- 46' 33' 1`57` OFFICIE 'ICE X Oil ..-._... _.. -art 11Mal Dd'"�nd'hI' C„ ._... ..� `--------------...-----._ t »•' ,1,.- � 38,11 ' I ,I�.9,n s "" t.'9 x,. '��'.W''n✓ IMre "I FI k -_..._.a......_} - --JI - Pum FFICE 1") FIC .0 i l la EF { L® 2 C-) • gg pp r ^ s :'�} h ;< ,1 �® '❑ �erW Q.,.+�9'd n !""4,. w.�8�rv, �7'"� ,.,.. - --_ - - -- - -- --•- a3 TYP. Cart t _ .....� ��k�-,� �"• � � SA =IOM 53 M1M1 a SAL L:S `. o LES --------- ONION ------- El ­ 69 :i FE k — _ -- FFt E i"F#�:� � /� � � 4- Cart �r} 41 --- A :KCO iN T"INw" O— �` E 78>...,,� - --,, r , ILI SI , x `. S 6 2' A n p I`�I � I 111111 M 111111111 NONE ONION ONION mmmm mmmm ®_ r 674IRTS" I 0-71AhI i I ,Fart } 0 1 T j 3A.LE f VRE F. -I 1 0- - solit 11101 111110 111111111 111111111 ONION ONION SALES $&`f(MIR w!Ir IIS # 0�+ 10 4M ONION! ONION ONION 11111 �4' L� L° 116' IISALES ONION 11111 M NOW 111111 M _ LOBBY Ia1�� 9 7' FE G �. t115' 9 I I I 1 , —' -- — Cart,. _ r!1 / n „ 110'° — -- I U $„ P (.) k Cart r-cisrl ONION 11111111 _ FE -- ---- -- ONION SIMON ONION SOON ONION 111111111 11111 ONION 11111 9711 Cart 115' , II ..ti E. UE %l i�;'ffS Lf� t ppp+++y d � JI -- - -- - FE -: - - - - i IL S " a .�E�_S -- -- -- �V ---- -._�_ 86 127 oI °;?01JJ j11, P11yI 0 c SE fir, w H ... ........ l , 11 d j { J'.. R�4lL Y .I l,w ItI . Y ^'a.�+�. .��� R M1,/n,�^.y 1117 v � �y pp .y i_ yy "DATA. p J _ f�07 / ,I 11 9 "� — — - -a'rpem mommi mmmmI ONION -— --------- -1. - VT .—.�— 5 3' 7 7' —F— 4r'W 9uM Y 1, W' � w�a� �.�i. f art a 128'rgash 3 RE CEP"101 I L LIJ ' # IT4#_"_'"I G - 13 'ryy ' 2 TYP, „ $ 1 _ 4 r - CAFE p ! Wunt 141 is / ✓ 5 FE <' 1 a:0smW m�,.c§S�W I ,134 03 7 -, .•, 4y hie +�Iw� p'p,, r Np, ALM ks wy p r i'A}�}�` ,tea p'-'''qq "�i SEWCE rY. yy{r. � Trcisrl JM AJw�a '1� 14..�'�'nw� M ,A.9m.V 9yf ':'MSI J' �4e � ♦� l'W O 1( q' 9"tl.i1 b $ L�Il li.i 'N N 7 'S E Wd ��r l d.,J E N F 1'Cw. IF L I I11; 141 ll,•2 11�+5J 1I.R;P -- — .. .._,..___4� a — 44 '�• Xt _ : ' 'FE ' • ` <, I I II I lI � 1 f1 r'r A T I r- I—, 1'1 /111 A I 1 �'1 1 11'1 { A/ A l l I I I i I I I � I ' I ' I � I — I I I - -- - ----- --------'---- - -- _ I ;�>,`E:"n�.7r.�'1�.��� :i°F"ICI�����!.•#�:�i'+9 I I � I ' I I I I I _ I I I , I I ----- ----- ----------- LIFE --------- LIFE SAFETY PLAN ZO SCALE: 1 /8"=1'-0" U.L. UCIHIL I`UK CIA L HR. VV /ALL Design No, U905 March 17, 2004 Bearing Wall Rating -- 2 HR. Nonbearing Wall Rating -- 2 HR 3 4'-(D-/2 HORIZONTAL SECTION 1. Concrete Blocks* -- Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list ,of eligible manufacturers. 2. Mortar -- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster -- Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated periite loose fill insulation add 2 hr to classification, 5. Foamed Plastic* -- (Optional -Not Shown) -- 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO -- Type Thermax *Bearing the UL Classification Mark N ysGll; (t, qI -I � p p7 du..in,: : FE - ; , I N o- 4 I r d I t I I 0 � I dy � q I ' 117�t • �;., t)r:,, I: 11c, I 0 I -A a c=.rte cry:`, FE dLLIf,7 lit i �r JA,N. RNt 26 _ 2 7'' �- �. "147' —! W. 103' IX dLLrn #' _- di, � � � � � L '•1 C) _.,. bac, G o 155' rr ONION 11111111 C y"—'1--•--LK7.. Jam/ ry , L(„ji.. iib s._. R:, Lill —I '1"E. "°#'•I$''I,u�l� T_ IIIA; I_ V, - - 6 1111111 111111111 ONION m ONION! d5 5", U REF. VEND ;fin77 r t I 1 .1 55 I/C\/ Rlr%_rme" 1\L_ 1 I Y V I LJ 01 WALL HUNG FIRE EXTINGUISHER SURFACE MOUNT IN SHOP AREA AND PARTS. RECESS EXTINGUISHER CABINETS ALL OTHER AREAS, 1�2 CMU WALL WITH 1 HR. RATING, aFUSIBLE LINK SHUTTER (1) HR. RATED. 1 T r 1— O1 w r l—Tl / M I w w 1 w 1 LIFE JHrL I T FLHIV IVU I ED 1. SEE SHEET FA1.0 FOR FIRE ALARM PLAN & SPECS 2. SEE ELECTRIC LIGHTING PLANS FOR LOCATION OF EMERGENCY LIGHTING AND EXIT SIGNS 1 T r 1- — A r 1'^'T\ / 11 1 w A. 1 —.-% 1 11 L1FL JHFL i T r'LMIV LLVLIVU ■� �r 0 �N rllw wl� 11. & FE RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 2A:1OBC DRY CHEMICAL FIRE EXTINGUISHER MOUNTED 3'-6" A.F.F. FIRE EXTINGUISHER CABINET TO BE "LARSON" RECESSED AL—C-2409—R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING. FIRE EXTINGUISHER ON HOOK, MTD 3'-6" A.F.F. TO HOOK (60B: C SMOTHERING NON—CONDUCTIVITY EXTINGUISHER IN SERVICE BAYS) (5 LB, FE ABC TYPE 2A:10BC DRY CHEMICAL FIRE EXTINGUISHER IN PARTS DEPT.) z MEZZANINE LIFE SAFETY PLAN 0� SCALE; 1/8"=1'-O" AUTOMATIC FIRE SPRINKLER & FIRE CODE REQUIREMENTS AUTOMATIC FIRE SPRINKLER SYSTEM' COMPLYING WITH NFPA 13 REQUIREMENTS SHALL BE PROVIDED FOR ENTIRE BUILDING, ENGINEERED FIRE SPRINKLER DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER ARCHITECT BUILDING DEPARTMENT AND FIRE MA FOR APP T MARSHAL O APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL. FLORI A A INI 0 N 1 I D DM STRATIVE C DE SECTIO 6 G15 REOU REMENTS: THE FIRE SYSTEM SPRINKLER DESIGN SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15. THE PERMIT SUBMITTAL DRAWINGS AND SHOP DRAWINGS SHALL LIST THE FOLLOWING F.A.C. SECTION 61G15-32.004 CODE DESCRIPTION, AND PROVIDE DESCRIPTION OF HOW EACH ITEM IS TO BE RESOLVED. FOLLOWING IS THE FLORIDA ADMINISTRATIVE CODE SECTION: 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS. (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO AUTOMATIC SPRINKLER SYSTEMS OF WET, DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINS AND DEDICATED FIRE PROTECTION WATER SOURCES. (2) TO ENSURE MINIMUM DESIGN QUALITY TO FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN APPLICABLE: (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY SECTION 633.021('18), F.S. (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND,/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS, (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR' AREA. (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY. (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC GAUGE PRESSURE TO NO FLOW, FLOW RATE WITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE, (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. (H) MICROBIAL INDUCED CORROSION (MIC), THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE MEASURES. (1) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS. (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM TESTING PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPOVAL AND DOCUMENTATION. FIRE SPRINKLER REQUIREMENTS: 1. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES AND FOUR (4) FEET TO THE REAR OF ALL FIRE HYDRANTS SHALL BE MAINTAINED, (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 2. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES OF ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 3. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ACCUMULATE ON THE CONSTRUCTION SITE. THE MINIMUM FIRE FLOW SHALL BE NOT LESS THAT 500 GPM. HIGHER FLOW REQUIREMENTS MAY BE REQUIRED ACCORDING TO THE DENSITY OF THE APPROVED PROJECT. (NFPA 241-8.7.2.1) 4. TAMPER SWITCHES SHALL BE INSTALLED ON THE OS & Y VALVES AT THE BACKFLOW PREVENTOR, COORDINATE WITH THE FIRE ALARM COMPANY TO FACILITATE INSTALLATION. 5. ALL, FIRE BARRIERS/PARTITIONS, SHALL BE IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE FIRE MARSHAL, SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS "FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS" S DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE p OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. FE, 00% CTION DOCS. E: 9 —21 —1 1 V) z 0 W 0 20 11 Q0 0- w� Cis U W ro 0 0) 0 Z d� W Q Q `� z LU W z d ED O � (D CL (n Q � = n Io LO N g 0 0 0 V LQ z Q Q o N w Ui <[ 8 cL _ L_J VJ W ¢ Od K) CONTRACT DATE: M AY 6 / 20 11 Q0 w� Cis U W ro 0 0) 0 Z d� W z `� z LU W z d ED O � (D CL J � = n Io LO W g 0 0 0 V z Cr C^ w Ui <[ 8 cL _ L_J VJ W ¢ K) LIFE SAFETY PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. LS1.0 —3kms'`s - 1 ------ OA TYP) CONTAINMENT/ COMPRESSOR 15$ — - — - ---------------------------------..-______-I - — - — - — - — - — --- - ----- (�) I KEY NOTES 0 SERVICE BAY LIFTS, OIL PIPING, AIR PIPING, OIL TANKS, & COMPRESSORS ARE PROVIDED & INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE LIFT INSTALLATION, EXACT LOCATION AND POWER REQUIREMENTS. GC SHALL PROVIDE DEWATERING IF REQUIRED FOR THE INSTALLATION OF ALL UNDERGROUND SERVICE EQUIPMENT. (2 MOTORIZED OVERHEAD DOOR, SEE DOOR SCHEDULE. 03 WALL MOUNTED DUCTLESS AC UNIT, REFER TO MECHANICAL PLANS. GKEY DROP-OFF BOX, PROVIDED BY OTHERS, INSTALLED BY GEN, CONTACTOR. MANUF: KEYKEEPER MODEL NO, SEDXLWS FREESTANDING SYSTEM WITH STAND. LOCATION OF KEY BOX TO BE DETERMINED BY OWNER. t:J TIME CLOCK SUPPLIED BY OWNER. VERIFY LOCATION W/OWNER. (D PAINTED TELEPHONE PANEL 4'H x 8'W x 1/2" THK. CDX. PLYWD, VERIFY SIZE AND LOCATION W/ DATA/COMMUNICATIONS VENDOR. COORDINATE WITH ELECTRICAL ITEMS. `.,.J ELECTRIC WATER COOLER, REFER TO PLUMBING PLAN. (D STOREFRONT SYSTEM, REFER TO THE WINDOW ELEVATION PLANS. PENCO-6231 V DOUBLE TIER VANGUARD LOCKERS - 12"x15"06", 72" OVERALL SUPPLIED/INSTALLED BY CONTRACTOR. 10 MOP SINK. REFER TO ENLARGED PLUMBING PLAN. 11 EMERGENCY EYEWASH. 12 FIRE SPRINKLER RISER AND VALVES. ENGINEERED FIRE SPRINKLER DRAWINGS TO BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 13 4' HIGH PAINTED CMU WALL W/ 4" PRE -CAST CONC, TOP SLOPED ON BOTH SIDES, PAINT FINISH BOTH SIDES. 14 OLD OIL AND COOLANT DISPOSAL UNIT, BY OTHERS. 15 PAINTED EXPOSED STEEL COLUMN. 16 LINE OF GYPSUM BOARD "BRIDGE" ABOVE. 17 CONCRETE APRON, SEE FOUNDATION PLAN, 18 REFRIGERATED AIR DRYER BY OTHERS, MOUNT ON SHELF OVERHEAD. 19 TRENCH DRAIN, REFER TO PLUMBING PLAN. 20 REFRIGERATOR BY OWNER. 21 INSTALL SUMP W/ 3" DIA. HOLE IN GRATE. REFER TO PLUMBING PLANS. 22 ROLL DOWN SECURITY, COORDINATE INSTALLATION WITH MEZZANINE VENDOR. 23 INTERIOR MILLWORK, REFER TO INTERIOR ELEVATIONS. 24 VENDING MACHINE, BY OWNER, 25 RECEPTION COUNTER BY OTHERS. GC TO COORDINATE INSTALLATION. 26 FURNITURE BY OWNER. REFER TO INFINITY IMAGE PROGRAM HANDBOOK FOR FINISHES. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS. 27 TIRE CHANGER SUPPLIED BY OTHERS. 28 CONCRETE FILLED BOLLARD. 29 WORKBENCH SUPPLIED BY OTHERS. 30 WHEEL BALANCER SUPPLIED BY OTHERS, 31 INSTALL KNOX BOX. VERIFY LOCATION W/ FIRE MARSHALL. 32 DOUBLE WALL OIL STORAGE TANKS SUPPLIED AND INSTALLED BY OTHERS. 33 AIR COMPRESSOR SUPPLIED AND INSTALLED BY OTHERS. 34 BRAKE LATHE SUPPLIED AND INSTALLED BY OTHERS. 35 ALIGNMENT RACK AND ASSOC. EQUIPMENT, SUPPLIED AND INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE INSTALLATION AND POWER REQUIREMENTS. GC TO INSTALL RECESS IN SLAB AS REQUIRED FOR EQUIP. REFER TO STRUCT. DWGS & COORD. SIZE W/ EQUIP SUPPLIER/INSTALLER 36 11BILKO" TYPE S ROOF HATCH AND LADDER (36"x30"). 37 WATER HEATER REFER TO PLUMBING PLANS. 38 WASHER BY OWNER. 39 DRYER BY OWNER. 40 CUSTOMER LOUNGE FIXTURE BY OWNER REFER TO INFINITI IMAGE PROGRAM HANDBOOK FOR DETAILS. 41 POWER WASHER BY OTHERS, 42 WALL LOUVER REFER TO HVAC PLAN. 43 CHAIN LINK FENCE & GATE MATERIAL UP TO ROOF DECK. 44 OPERABLE PARTITION TOP SUPPORTED, 3" PAIR PANELS,"HUFCOR" SERIES 632 W/ SWEEP & TRACK, STC 41, PH. (407) 302-2286 EXT. 233, UNISPAN SELF SUPPORTING TRUSS ASSEMBLY DESIGNED, CERTIFIED, FABRICATED AND INSTALLED BY HUFCOR. FINISH TO BE DETERMINED. 45 EXHAUST DUCT WITH LOW EXHAUST GRILLE, REFER TO HVAC DRAWINGS, 46 NOT USED. 47 OVERHEAD CORD REELS FOR AIR, WATER, OIL, AND LIGHTING TO BE PROVIDED BY OTHERS. GENERAL CONTRACTOR SHALL PROVIDE PLUMBING, POWER, AND CONDUIT W/FEEDERS AS REQUIRED TO POINT OF CONNECTION. AIR LINES ARE PROVIDED AND INSTALLED BY OTHERS. 48 MOTORIZED HIGH SPEED OVERHEAD DOOR BY "RYTEC" PROVIDED AND INSTALLED BY OTHERS. GC TO COORDINATE DOOR HARDWARE CLEARANCE REQUIREMENTS WITH ALL TRADES. 49 ROOF DRAIN PIPE, REFER TO ROOF DRAINAGE PLAN. 50 (1) HOUR FIRE -RATED FUSIBLE LINK SHUTTER. 51 BIG ASS FAN, REFER TO ELECTRICAL PLANS 52 PARTS STORAGE SHELVING, 53 ICE MACHING BY OTHERS, PLUMBING AND ELECTRICAL CONNECTIONS BY GC. 54 SODA EQUIPMENT RACK BY OTHERS. X55 CRATED COUNTERTOP FIRE DOOR (7'-4" W. x 4'-8" H• MASONRY OPENING) GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOP FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM, "CORNELL OR f EQUAL. 56 RATED COUNTERTOP FIRE DOOR (11'-4" W. x 4'-8" H. MASONRY OPENING), GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOP FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM "CORNELL" OR EQUAL. 57 RATED COUNTERTOP FIRE DOOR (4'-8" W. x 4'-8" H. MASONRY OPENING), GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOP(' FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM, "CORNELL" OR EQUAL _ .- f" r'R1 r- M A 1 n1P1Trn 'VLIVLf\m IV%J I LJ 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK. rTI'1r� nAT"f-M 1'1AMTTTTr%R1 1 t i".r-n1n. I AFXL. rNin I L.v rmr\I 1 I J.VIV LCVCIVV — ■� �� 1 HOUR FIRE RATED PARTITION. -IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT RITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 V) Z 0 i2 CONTRACT DATE: MAY 6, 2011 W a r• ti 00 d' r n~ Z cy) o U Q LL W a Z Li � w U z Q uj 0 Z Q W -1 C.7 o U) 0 z r- u� 0 (�!JCD��' C4 Z = Z d I.VW uj 0 I. z �+L V J W d' 0 I) n w G p,j O CN C7 d- c CTMQ CONTRACT DATE: MAY 6, 2011 FLOOR PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A1.0 W � I r• ti 00 d' r n~ Z cy) o U LL W a Z Li � w W z Q uj 0 Z Q 0 -1 C.7 o U) z W z r- u� 0 (�!JCD��' Q C) Z = Z d I.VW uj 0 I. _j �+L V J W d' 0 I) FLOOR PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. 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W I i ' ' I I'II �`.+ ` LI ? , LI, LJl Q' � s 1 wr 1 I, I ( 7 r d o 160, n vK r,I ���1•� , N � N �- �, 1 ----------------- i, 9- 1- .,� :(.: ET PRE CORK L I' / \ �' 152 I N s n .a I v EW R DELIVERY ' ° I I N 3 -4,, _ gl 4„ 3 . 142 O ® �Y FFICE ',� _ 122 I ':, • Purrlj 1 YERIFY OFFICE a w J Aun�;. --- M OFFICE r j y Pur, LJ` a s 164 00V-4 01_011 1 I q ., .T. 1ILI•I.il \/7 rrr Oj s " _ ONTROEL-Ei� �.. -.q._. `�r'.y' `'7 :�./ , - —"— - - - - _"-'- - - - '—'�..- - - - - 12,_3,1 j_ `' o j•' 1 ^i'I 75,_0°ill;.J'1 ' ' SALESx, " l \ II ------ SALES 25 TI I ,Y r I A6.1 1 118 D ® ,.' 10 FIJI, X 12-1 • I — "1f & I OFFICE % \ I 1 ' BILLIN /i A6.2 ACC I�fG' K °' - -I :I`I i �1. I_1_1_, _I_ ,r11 -i i �; j k;�a Lu4 l 1, 04 , rY1 8 ...._ _ PUri JI {yy tD SALES T j f Pul _.I -, > r+ ' {1l:. 1-�„_ L- ® DRY PREP -- i;< n N PARTS ; I__' 00 I :I I 18'611 10'-6" i i -- 135 - C �I+' ' ��I��•� TiJS a " w SALES ---- -- °-- �` -- - :_ CL ' 113 N 1 - - a� _.. ; LI 1 I 'l N G J p QO SALES r _.._..-.. r.. Is 81-4111_4" 3,-4„ 3,_4 " SHOWROOM 112 --- --•.L�� j 105 o 10'-10 1/8" 5'-0 1/2" 16'-10" ung:' _. _.. --% Pum:)! nj\% M 09 IN Puri I —1721<77 T ' fi; 12'-101/16" 0'-6" MEETIN I PREP/LAI 1 G/TRA NIN .. 'a�b.l, L � 157 x C1 Y _ :' y h A4.0 \, 111 I 125 - - 1- r ! csa r a SUPPLIES' PREP MGR. m PARTS MGR I1h lx�.. �' 10 Zo 136 < T -1:s - JAcm N. R Lo r -- -------I I 11 o A6.0 r o J J s1 + I ' 156 - pp O 4 U w rn i 3' 1 e /e' Q - p O ! ; TI"as- - 171 1 I SALES I i �- ! + j L O N o _ '-0 _ _ " 4'-9 3/1 Ix I;iia SERVICE_ 1191`1-1 IT i I :I 146 N C IDCJINTERNE o, 1 TECH FARTS DO - - r-� 22 gF I�=COUNTER 1c:7] µ �I o -----t9 1 1/2 1 _ 1 I o 1 ,, T- -- 9'4" E1" 147.11. 1o' co VV 6,_/ 8A 11 ' „ 10'-8" C7 -"M i 1 j I SALES -711 �1111 10'-9'n R489'-6 1/2" m15'- " I `n 1_ 109 I I a 0 OMEN r -t- -- - ' I CVLo . 6 6 I 127 I I ' � 1 11 I 11 I ❑ ._— :.i is r...• O - - 18 3 1 -0 11-7 A6.1 7'-6" 0 A4.1 _ _:.-, „. yII.I.Ia!•j { } ; N. RM.o to q 1. .;,_. co SALES M R. �' P RTAL 130 ,�� 0 " �� SPEC � 1 D 106 104 I TAIL PA Sl TOOLS I '1'' e h 711 4 E DEALER ' I .�.. N �. ,*. I �:.L/ Q IP. RM. DATA j CASHIE 138 y < .,; 48 ° IN i 129 ` MEN L CS -I- 134 `- 7'-4 F u o LL J a LLro '00) \ LA j O I r_ 1- 1 - X` Puri i:D', TxTa x¢ J J rm y -Un(i 0 1 1 ,� ISO. _I _I _, 1 1 _�—♦'� _I_I '—'_ _1_1_1_.—,.1..�..,1 1 � ESTI E IRESS K zo -- ' _10_'-1 SE VICE CO ^J 1/89'-4 1/4" 12'_317-1 1/2' ...�I .L:. �"� .•._ -Now g s ,% 1 11 0-1013/ 1 iv 51-01/2' 1'-0' 1 j flash) m m i1 o ' 1 :<1 1 103. CUSTOM R I o AITIN co 9141 I I — j r 131 - JL 8' 3 5 kWlj �I LOBBY1...,_I 0 .�,_I_,_I_I_ _1_,_1_1_1_._1 _,'; d,�I ' MENS TECH i 'I( i Eti77 Cn 102 l Lo N N JN SERVICE _ cN �� _I._' LOCKERS/ ?22 WOMEN TECH � _ _ RES I RM. OR.I LAV. I 13 { 150 1 { CAFE Pur :,', I A6.1 A6.1 I 4 _ JJ aJJra 1 1 1 132 i - Pulrn p n _ a U - i I n M REF. VEND T i 1 •1_,_1_1_ _ / ,_, 1 '..�,_, SERVICE SERVICE SERVICE SERVICE ( 101-010 _A�— 1'-4° , '-o' 9'-4" ADVISOR A VISOR ADVISOR ADI ISOR WARRANTY SERVICE MGR.- ,, 4 - , TECH BREAK RM, j / 151 A4.1 10'-11" 10'-4" 10'-411 1 '-4" 1T-11" 10'-4" f/'� 15'-2" /�� / /°r' / / i ------------------------------ Y `t 1 � N CONT INME T/ COMPRESSOR 15 N rn 1 1 I I � 3 4 A4.0 I uu'-U' 208'-0" 4A 5 6 �7 op c0 b' 16, =w 4B 4D 4C ( 5 I I I I 1 i 1 + I I MEZZANINE PLAN �� SCALE: 1/8"=1'-0" P1TP-P- IX a_ I IV%J I LJ 01 REFER TO SHEET A1.0 FOR KEYNOTES. P`Crt1r7n A 1 1►IhTr-e` V L I a L,11/`" L- I V LJ I L- %.) 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3, GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GRNERAL CONTRACTOR'S SCOPE OF WORK, r-TP1 r h A Tr -r% r% A nTT1-T/1", , r w 1 1111.E r\/-1II.Lo' rMrk1111VIV LCl.7CIVV - �■I m � 1 HOUR FIRE RATED PARTION, 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ,ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE IJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. =CONSTRUCTION F'S. 1 z 0 U) 0 w O 4 U w rn Q coo CONT INME T/ COMPRESSOR 15 N rn 1 1 I I � 3 4 A4.0 I uu'-U' 208'-0" 4A 5 6 �7 op c0 b' 16, =w 4B 4D 4C ( 5 I I I I 1 i 1 + I I MEZZANINE PLAN �� SCALE: 1/8"=1'-0" P1TP-P- IX a_ I IV%J I LJ 01 REFER TO SHEET A1.0 FOR KEYNOTES. P`Crt1r7n A 1 1►IhTr-e` V L I a L,11/`" L- I V LJ I L- %.) 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3, GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GRNERAL CONTRACTOR'S SCOPE OF WORK, r-TP1 r h A Tr -r% r% A nTT1-T/1", , r w 1 1111.E r\/-1II.Lo' rMrk1111VIV LCl.7CIVV - �■I m � 1 HOUR FIRE RATED PARTION, 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ,ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE IJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. =CONSTRUCTION F'S. 1 z 0 U) 0 w 4 U w Q Q L O N o \ 0 1191`1-1 IT i CONTRACT DATE: MAY 6, 2011 cD cr- ` ) p T Z I •d h- Cy) 0 t 1�w T 0 _z � � 4 • -iz Lu zLL Lu W z Q Ly Z C[ 0 J Z CL -I �./ Z r Lu o o rn • o V C7 C3 z = z L.1. W CL LL. U) U ¢ 0 FLOOR DIMENSION PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. _ A1.1 NORTHWEST ELEVATION - (FRONT) SCALE: 1 /8"=1'-0" 1/1-\/R 1 A-rr-n - nL I IV%J I ILO 0 BUILDING SIGNAGE SUPPLIED BY OWNER. GENERAL CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS WITH SIGN VENDOR. (D INDICATES ROOF LINE BEHIND PARAPET. 03 PIPE BOLLARD, REFER TO STRUCTURAL DETAIL DRAWINGS, G4 WALK DOOR, REFER TO DOOR SCHEDULE. STUCCO REVEAL — "FRY" OR EQUAL, ITEM # PCSV-75—SHORT—"V" REVEAL MOULDING OCONTINUOUS COPING, REFER TO WALL SECTIONS. �7 SCUPPER, COLLECTION BOX, GUTTER AND DOWNSPOUT REFER TO ROOF PLAN FOR SPECIFICATIONS AND DETAILS, LOUVER, REFER TO MECHANICAL PLANS. QOVERHEAD DOOR REFER TO DOOR SCHEDULE. 10 GLAZING SYSTEM, REFER TO FLOOR PLAN AND WINDOW ELEVATION DRAWINGS. 11 ALIGN HORIZONTAL AND VERTICAL REVEALS WITH FGW MULLIONS, 12 ALIGN HORIZONTAL REVEALS WITH HORIZONTAL MULLIONS OF FGW. 13 SECTIONAL ALUMINUM GLASS PANEL DOOR REFER TO DOOR SCHEDULE. SCALE: 1/8"=l'—O" JVV I I-1 VV CJ I LLCVMI IUIV - �MiUrl I J1UC) SCALE: 1/8"=V-0" SCALE: 1 /8"=1'-0" EXTERIOR FINISH SCHEDULE CODE ACM -1 MATERIAL ALUMINIUM COMPOSITE MATERIAL SUPPLIER/MFR ALCAN COMPOSITES USA LTD DOUG TWITCHELL 221 BAYBERRY CREEK CIRCLE MOORESVILLE, NC 28117 CELL: (314)406-9150 doug.twitchell@alcan.com SPECIFICATION ALUCOBOND, 4MM NATURAL BRUSHED ALUMINUM, 0.020" ALUMINUM SKIN, FLUOROCARBON BASED CLEAR COAT, 4 MM OVERALL THK., 0.2" ALUMINUM SKIN THK. (BOTH FACES} PANELS TO BE 3:1 WIDTH: HEIGHT RATIO HORIZONTAL GRAIN (BRUSH) DIRECTION REMARKS NOTE: USE FACTORY APPROVED FABRICATOR & INSTALLER. WARRANTY PASS THROUGH TO DEALER. FLASHINGS TO MATCH ADJACENT WALL FINISH PER PANEL MANUFACTURER'S STANDARD, CODE P-2 MATERIAL PAINT (EXTERIOR BOLLARDS DOORS & COPINGS ® NON—ACM-1 AREAS) I SUPPLIER/MFR SPECIFICATION STYLE: EXTERIOR GLOSS — A82051 EXTRA WHITE BASE COLOR: TO MATCH ACM -1 REMARKS CODE NM -1 MATERIAL TRAVERTINE SUPPLIER/MFR STONE SOURCE Lisa Castelluicci 215 Park ave. South Suite 700 New York NY 10003 (212) 979-640D x 225 castv@stonesource.com SPECIFICATION White Filled Traverine All Tiles to be 2:1 Width to Height ratio REMARKS P-3 PAINT PARKING STRIPES 0 PARKING LOT & SERVICE AREA TO BE SELECTED BYTS DEALER/CONTRACTOR YLE: REFLECTIVE COLOR: WHITE W OR NM -1 LIMESTONE STONE SOURCE Lisa Castelluicci 215 Park ave. South Suite 700 New York NY 10003 (212) 979-6400 x 225 Baltimore Limestone Honed All Tiles to be 2:1 Width to Height ratio z g Q U _� �..J° C) = d W g �- o 0 N = costv0stonesource.com OR ACM -1 ALUMINIUM COMPOSITE MATERIAL ALCOA ARCHITECTURAL PRODUCTS JAY KAHN 22310 GREENBROOK DRIVE HOUSTON TX 77073 Phone: (281) 443-4742 Fax: (281) 443-4854 joy.kahn@olcoa.com REYNOBOtJD, 4MM NATURAL BRUSHED ALUMINUM RBNBA LUMIFLON CLEAR COAT 0,020" ALUMINUM SKIN, 4 MM OVERALL THK., 0,2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO, HORIZONTAL GRAIN (BRUSH) DIRECTION NOTE: USE FACTORY APPROVED FABRICATOR &INSTALLER. WARRANTY PASS THROUGH TO DEALER, FLASHINGS TO MATCH ADJACENT WALL FINISH PER PANEL MANUFACTURER'S STANDARD, SF -1 C� NEW STOREFRONT SYSTEM KAWNEER STYLE: TRIFAB 450 SERIES SYSTEM : COLORCLEAR ANODIZED ALUMINUM � r GL -2 FEATURE GLASS WALL (FGW) OLDCASTLE GLASS Chastity Dickinson 803 Airport Rd. Terrell TX 75160 (972)750-5573 cdickinson®oldcastlebe.com 1 3/16" 'I6" THK PATTERNED ONLY 3' H. BETN. JOINT CENTERS 9' W. BETN JOINT CENTERS. PATTERNED CLEAR GLASS IN PATTEPATTEFRAMING SYSTEM GL -3 EXTERIOR GLASS STANDARD ARCHITECTURAL CLEAR, LOW—E GLASS SECONDARY ELEVATIONS USED WITH SF -1 STOREFRONT SYSTEM EXP -1 EXTERIOR STUCCO (EXTERIOR WALLS TS YLE: MATCH PAREX SAND STONE TEXTURE ® NON—ACM AREAS) GL -3A EXTERIOR GLASS STANDARD ARCHITECTURAL CLEAR, LOW—E GLASS SECONDARY ELEVATIONS USED WITH CURTAINWAL KAWNEER 1600 SYSTEM P_1 PAINT {EXTERIOR WALLS @ NON—ACM BENJAMIN MOORE CEDAR KEY 982; BERBER WHITE 955; 261 AREAS) 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, ;OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VR17EN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 0 z 0 V) 0 CD • LU 4 r` z ¢ w o q z Q 0 W Z `` C; 0 W z z g Q U _� �..J° C) = d W g �- o 0 N = z o a Cr � z o J CLU_ U�^^ U) ! C � r CONTRACT DATE: MAY 6, 2011 EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A2.0 CD • LU V_ LO I r` z ¢ r n o q z Q W Z `` C; 0 W z z g Q U _� �..J° C) = 00 U' W g �- o 0 = z a Cr � z o J CLU_ U�^^ U) ! Uz n EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A2.0 - CONTAINMENT/ COMPRESSOR ._� h L 158 'l EA I INTERIOR FINISH PLAN SCALE: 1 /8"=1'-0" s j INTERIOR FINISH SCHEDULE CODE MATERIAL MANUFACTURER FICATION REMARK U w STRETCH CEILING w oil Cl GALLERY CEILING BARRISOL FINISH MEMBRANE: TRANSLUCENT BS LUMINOUS STRETCH CEILING ry u z 04011 -BLANC VENUS W z LL 0 DUST SHIELD: BS 0400-NERIDE Z ALTERNATE DESIGN: BARRISOL PIVOT PL US N a N I GALLERY CEILING BARRISOL FINISH MEMBRANE: TRANSLUCENT BS q �t- 04011 -BLANC VENUS cc DUST SHIELD: BS 0400-NERIDE Lid O LJ U? v z = _j STYLE: 24% 24" ULTIMA BEVELED ACT1 CEILING TILE ARMSTRONG TEGULAR WITH SUPRAFINE XL 9/16" 7 EXPOSED TELRID ACT2 CEILING TILE ARMSTRONG STYLE: 24"X24" ULTIMA, 15/16" HEAVY DUTY GRID M4 HIGH POLISHED - STAINLESS STEEL #8 POLISHED, PORTAL ELEMENT CEILING 7 NON DIRECTIONAL 3MM 4HPA3.5 STYLE/COLOR: CREMA NOVELDA ST1 STONE TILE STONE SOURCE SIZE: 12"X24' GROUT: TEC -#908 DOVE _GRAY 1/8" JOINTS STYLE/COLOR: AVANT GARDE CERAMIC TILE REFIN BLANC (MATT) SIZE: 12"X24" ALTERNATIVE FOR ST1 GROUT: TEC -#908 DOVE GRAY 1 /8 JOINTS STYLE/COLOR: DIAMONTE BIANCO PORCELAIN TILE DALTILE P032 (UNPOLISHED) SIZE: 12"X24" ALTERNATIVE FOR ST1 GROUT: TEC -#908 DOVE GRAY 1/8" JOINTS ---------------------- STYLE/COLOR: KIRBY LIMESTONE ST7 STONE TILE STONE SOURCE HONED SIZE: 12"X24' GROUT: TEC -#929 CHARCOAL GREY 1/8" JOINTS STYLE/COLOR: AVANT GARDE CERAMIC TILE REFIN KEVLAR (UNPOLISHED) SIZE: ALTERNATIVE FOR ST7 12"X24" GROUT: TEC -#929 CHARCOAL GREY 1/8" JOINTS STYLE/COLOR: STONE TILE BLACK ST7A STONE TILE STONE TILE DRAGON (POLISHED) SIZE: '12"X24' NEW CAR DELIVERY GROUT: TEC -#929 CHARCOAL GREY 1/8" JOINTS STYLE/COLOR: DIAMONTE ARDESIA PORCELAIN TILE DALTILE P027 (POLISHED) SIZE: 12"X24" ALTERNATIVE FOR ST7A GROUT: TEC -#929 CHARCOAL GREY 1/8" JOINTS MAPLE AFTER MIDNIGHT WD1 WOOD FLOORING NYDREE WIDTH: 4" CPT4 CARPET SHAW CONTRACT STYLE: TRANSPARENT, COLOR: REQUIRES INFINITY APPROVAL GROUP OXIDE - CARPET TILES PRIOR TO PURCHASE CPT5 FLOOR MAT THE MAT KING COCOA MATTING: DARK BROWN CPT7 NOT USED PC POLISHED CONCRETE - COLOR: NATURAL CONCRETE SC SEALED CONCRETE MATCH WALL PAINT FINISH P-3 AND EPX1 EPDXY PAINT P-4 WITH EPDXY PAINT ( MIRRORPANE GREY GLASS WITH 0.0051 OLDCASTLE GLASS OPACI-COAT-300 BLACK SILICONE Ryan McDougle, 291 M. Street, GL6 GLAZING _ COATING ON #2 MIRRIRED SURFACE, Perrysburg, OH 43551 GYPSUM OR PLYWOOD SUBSTRATE Phone: (800) 537-4064 REQUIRED (BY GC) ADHERE WITH DOW Fax: (419) 661-5076 CORNING 795 BLACK SEALANT, rmcdougle*OldcastleGlass.com VCT1 VINYL COMPOSITION TILE TBD COLOR: TBD 7 WC1 WALLCOVERING MAHARAM COMPOSITE 320/001 RT WO D VENEER WV1 WOOD VENEER LAMI VENEER -ART BY LAMIN-ART #978 AMERICAN WALNUT P1 PAINT BENJAMIN MOORE SWISS COFFEE OC -45 EGGSHELL P2 PAINT BENJAMIN MOORE COLLINGWOOD OC -28 EGGSHELL P3 PAINT BENJAMIN MOORE (GLOSSY WHITE ) (ABOVE WAINSCOTT) (SERVICE) CHANTILLY LACE 2121-70 SEMIGLOSS P4 PAINT BENJAMIN MOORE (GLOSSY LIGHT GRAY) (BELOW WAINSCOTT) (SERVICE) METALLIC SILVER 2132-60 SEMIGLOSS PB PAINT BENJAMIN MOORE (FLAT WHITE) SERVICE & SERVICE RECEPTION CEILING CHANTILLY LACE 2121-70 FLAT P7 PAINT BENJAMIN MOORE T.B.D. M5 METAL SURFACE (MILLWORK) WILSONART 6281 SATIN BRUSHED SMOKE ALUMINUM SS -1 SOLID SURFACE DUPONT ZODIAQ QUARTZ FT -8, CASHIER &PARTS COUNTER (MILLWORK) CLOUD WHITE SS -2 SOLID SURFACE DUPONT ZODIAQ QUARTZ RESTROOM COUNTERTOPS (MILLWORK) MYSTIC BLACK SS -3 SOLID SURFACE DUPONT ZODIAQ QUARTZ CAFE COUNTERTOP (MILLWORK) CLOUD WHITE COMMERCIL LIGHT GRAY VCT, IMPERIAL VCT1 VINYL COMPOSITION TILE ARMSTRONG TEXTURE, STANDARD, EXELON, 51860 SOFT COOL GRAY, 12"x12"x 1/8" THK. I'1IV17n NO 1 CJ 1. ALL WALLS TO BE PAINTED P-1 U.O.N. 2. PROVIDE SCHLUTER STAINLESS STEEL DIVIDER STRIPS AT ALL TRANSITIONS BETWEEN TILE, V.C.T., CONCRETE AND CARPETING SURFACES U.O.N. 3. ALL CARPET AND V.C.T. FLOORING TO HAVE 4" VINYL COVE BASE BURKE MERCER OR EQUAL. COLOR TO BE DETERMINED. 4. ALL TILE AREAS TO HAVE MATCHING TILE BASE. 5. CONFIRM CARPET PATTERN DIRECTION WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. rTwIT/`�1 r/\rw111 FINIJn LCVCIVV 0 DENOTES CEILING FINISH (D DENOTES WALL FINISH : DENOTES FLOOR FINISH THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 11oo� CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 0 4 CONTRACT DATE: MAY 6, 2011 07 U w z~ 00 r` oil w q Z ry u z W z LL 0 W w Q z Z a N a N Va = 0 z ZZj , q �t- oz cc Lid O LJ U? v INTERIOR FINISH PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0, 2011-21 SHEET NO. A3.0 g .r,. 6 *!1 N1 C• n -e CONTRACT DATE: MAY 6, 2011 07 0 Lui j I z~ 00 r` oil w fir,,. • Z INTERIOR FINISH PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0, 2011-21 SHEET NO. A3.0 g .r,. 6 *!1 N1 C• n -e CONTRACT DATE: MAY 6, 2011 07 0 Lui j I z~ 00 r` w Imo, _- Qui o Z ry u z W z LL 0 W w Q z Z �3 r— CL O 00 Va = 0 z ZZj , W '" 0 0 oz m zp Lid O LJ U? v z = _j W�W 0 INTERIOR FINISH PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0, 2011-21 SHEET NO. A3.0 g .r,. 6 *!1 N1 C• n -e REFLECTED CEILING PLAN 2 SCALE: 1/8"=1'-0" s /7\ MEZZANINE CEILING PLAN SCALE: 1/8"=I' -O" s /'"r'TI TR I0/ 1 r/'r 1-n I' %. L ILIMJ LCVCIVL) LLJ ACT -1 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH ti SCHEDULE. ACT -2 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH a SCHEDULE. GWB-1 5/8" THICK GYPSUM BOARD. _Z W GWB-2 5/8 THICK MOISTURE RESISTANT GYPSUM BOARD. M-1 ALUMINUM COMPOSITE PANELS, REFER TO INTERIOR FINISH z w a CL Q = odY U7 Z W LSC LUMINOUS STRETCH CEILING. t/ "\./ n 1 r1-rrP� -- I\L. I IVIJ I LJ 0 GYPSUM BOARD CEILING TO FOLLOW THE GLAZING ARCH, REFER TO WALL SECTION. �2 PROVIDE 3 1/2" MIN. THICK SOUND INSULATION BATTS ABOVE ACOUSTICAL CEILING TILES. �3 PROVIDE R-30 INSULATION BATTS ABOVE CEILING. 3/4" THICK LIGHT TEXTURED STUCCO OVER WIRE LATH ON 5/8" THICK DENSGLASS SHEATHING. "- VCIVCR/-1L IVV I C.J 1. PROVIDE CONTINUOUS CAULK JOINT BETWEEN CEILING GRID AND WALLS, TYPICAL. HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 cn z 0 _Ln rr CONTRACT DATE: MAY 6, 2011 ■ LLJ CO U-) ti 0 rn a r~ I� _Z W Q. z z W � d z w a CL Q = odY U7 Z W �✓ C7 �g a o 0 Z = z .� Lu 4J � O J U/ 0 po 0el- o z W o a: '_- C4 Qcq 00 o rn b - CONTRACT DATE: MAY 6, 2011 ■ LLJ CO U-) ti 00 rn a I� _Z W z z W � d z w CL Q = odY U7 Z W �✓ C7 �g a o Z Z = z .� Lu 4J � O J U/ 0 po REFLECTED CEILING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011--21 SHEET NO. AW ;-i rri a 0 0 co c, z a L; 0 N N rl O N w r ROOF PLAN SCALE: 1/8"=l' -O" ?ED VINYL GRIP ARM W/ LER ROOF PLAN GENERAL NOTES 1. UNDER SIDE OF PARAPET CAP FLASHING SHALL BE PRIMED. 2. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. 3. REFER TO PROJECT SPECIFICATION MANUAL FOR SEALANT SPECIFICATIONS. 4. ALL SHEET METAL FLASHING SHALL BE 24 GAUGE MINIMUM UNLESS NOTED OTHERWISE. 5. COVERING MATERIALS SHALL BE U.L. LABEL WITH FIRE EXPOSURE CLASS "A". SEE SPECIFICATIONS, KEY NOTES p1 ROOF CRICKET. (2 OVERFLOW SCUPPER, REFER TO DETAIL ON SHEET A3.3. (NO DOWNSPOUT) �3 SCUPPER, REFER TO DETAIL ON SHEET A3.3. 44 EXHAUST -F-AN WITH ROOF MOUNTING CURB, (D' T ROOF SYSTEM. SEE ROOFING SPECIFICATION THIS SHEET. (6 ROOF FIELD FASTENERS - ZONE 1. 07 WITHIN 10'-0" OF EDGE FASTENERS - ZONE 2. �8 '10'-O"x10'-Q" CORNER AREA FASTENERS - ZONE 3, O5"x 5" SQ. 22 GA. PAINTED GALVANIZED STEEL DOWNSPOUT. 10 ROOF TOP CONDENSING UNIT WITH ROOF MOUNTING CURB. 11 BILCO TYPE "S" ROOF SCUTTLE OR EQUAL WITH PERMANENT LADDER BELOW FOR ACCESS TO ROOF TOP EQUIPMENT. 12 HANOVER ROOF TRAFFIC PADS OR EQUAL. 13 PRIMARY AND SECONDARY ROOF DRAINS, REFER TO DETAIL ON SHEET A3.5. GEXHAUST VENT W/ROOF CURB. GMECHANICAL ROOF -TOP UNITS, REFER TO MECHANICAL DRAWINGS. 16 PVC CONDENSATE LINE TO ROOF DRAIN. 17 EXHAUST FAN W/ROOF CURB. 18 MECHANICAL CONTRACTOR SHALL MAINTAIN A MIN. DISTANCE OF 10'-0" BETWEEN OUTDOOR INLETS AND EXHAUST FAN OR PLUMBING ROOF VENTS, VERIFY EXACT LOCATION OF ROOF VENTS W/PLUMBING CONTRACTOR. G TYPICAL PLUMBING ROOF VENT, VERIFY EXACT LOCATION W/PLUMBING CONTRACTOR. P9^^1-TAII^ f"r%rnTI"Tj^ ATTr%A1 fwVVI 114 %J .7rLt.11 1%-om IMV SERVICE AREA AND NEW CAR DELIVERY AREA ROOFING:. CARLISLE 80 MIL SURE -WELD MECHANICALLY FASTENED TPO ROOFING SYSTEM OVER 3" ISO (R=19) MINIMUM ON SLOPED STEEL DECKING. ADMINISTRATION_ -SALES AND PARTS AREA ROOFING: CARLISLE 80 MIL SURE -WELD MECHANICALLY FASTENED TPO ROOFING SYSTEM OVER TAPERED ISO, 3" (R=19) MINIMUM ON FLAT STEEL DECKING, DOWNSPOUT BOOT DETAIL NEOPRENE GASKET SQ. 22 GA. PAINTED — GALVANIZED STEEL DOWNSPOUT, REFER TO INSIDE &c OUTSIDE HANDLES ROOF PLAN FOR SIZE —W/ PADLOCK HASPS —COVER SQ. 22 GA. PAINTED -- 1" THICK FIBERGLASS GALVANIZED STEEL COVER INSULATION I TRANSITION CAP PINTLE HINGE TUBES AND ELECTROCOATED COMPRESSION SPRINGS 1"_RIGID FIBERBOARD GRADE PVC UNDER GROUND - STORMWATER PIPE TO PROPOSED STORM SEWER SYSTEM, REFER TO ROOF DRAINAGE PLAN FOR SIZE f--- iIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT RITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE 4 �OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 0 Q0 • U wN a U w Z w C c� ?u 0 - Oi O Z Q (\ 1�1� W • z z Lu W W 4 M n I- �I r00 WW_ a a ¢ iIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT RITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE 4 �OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 0 Q0 • U wN a U w Z w C c� ?u 0 - Oi O Z Q (\ 1�1� W • z z Lu W W D a M n I- �I r00 WW_ a a ¢ C • } N .7 Z ( Z Q 00O \ a N V� Q O w �- 0 aw CONTRACT DATE: MAY 6, 2011 Q0 • U wN V_ Lo Z w C c� ?u - Oi O Z Q (\ aw CONTRACT DATE: MAY 6, 2011 ROOF PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. A3.2 0-m-, Xa — r- " F. Q0 • U V_ Lo Z I' u¢U Oi O Z Q (\ 1�1� W • z z Lu W W z cLJ Q u �I r00 'd W�Q C • } 0 O .7 Z ( Z = o Z �. �,,♦ � V� Q O w �- 0 ROOF PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. A3.2 0-m-, Xa — r- " F. Eel &—//"v &_111f ROOF DRAINAGE PLAN SCALE: 1/8"=l' -O" 0 KEY NOTES O8" SCH. 40 PVC PIPE DOWN AGAINST WALL CORNER THEN THROUGH WALL BELOW SLAB ABOVE FOOTING. CONNECT TO STORM SEWER UNDERGROUND. OOVERFLOW SCUPPER, REFER TO DETAIL, (NO DOWNSPOUT). 3� SCUPPER, REFER TO DETAIL, G4 5"x 5" SQ. 22 GA. PAINTED GALVANIZED STEEL DOWNSPOUT. �5 PRIMARY AND SECONDARY ROOF DRAINS, REFER TO DETAIL. �6 PVC CONDENSATE LINE TO ROOF DRAIN, SIZED AS SHOWN. SLOPE DRAIN DOWN TOWARDS SCUPPER OR ROOF DRAIN A MINIMUM OF 1/8" PER FT. PROVIDE PIPE STANDS AT NO GREATER THAN 8 FT, O.C., U.O.N. PIPE STANDS SHALL BE SIMILAR TO "PILLOW -BLOCK" OR APPROVED EQUAL. �7 PRIMARY PVC ROOF DRAIN PIPING UNDER ROOF, 8� SECONDARY PVC ROOF DRAIN PIPING UNDER ROOF. �9 STORM SYSTEM PIPE, REFER TO CIVIL DRAWINGS 10 TIE DOWNSPOUT INTO 8" PIPE THAT EXTENDS BELOW GROUND TO STORM SYSTEM PIPING 11 ZURN #Z199 DOWNSPOUT NOZZLE (OVERFLOW DRAINAGE PIPES). INSTALL APPROPRIATE FLASHING AND SEALANT TO PROVIDE A WATERTIGHT CONDITION. (2 MECHANICAL ROOF -TOP UNITS, REFER TO MECHANICAL DRAWINGS. GPLUMBING VENT THRU ROOF, TYP. PROVIDE A MINIMUM OF 10'-0" FROM ANY OUTDOOR AIR INTAKES. hP1P1r r% Mk A T R 1 n1"TA TI f\ V %a l V r%j"%1I'm "L. I N%1 L. 4" DIA. ZURN-ZC-163-4NH-3E-GD RIGID INSULATION TAPERED TO ROOF DRAIN ROOF DECK -� PLY ROOF PRIMARY DRAIN DUCO CAST IRON BODY ROOF DRAIN APPROVED BY fROOFING MANUFACTURER. INSTALL ACCORDING TO MANUFACTURERS RECOMMENDATIONS. ---iNOMBINED FLASHING CLAMP z AND GRAVEL STOP J -UNDERDECK CLAMP WHEN SPECIFIED 4" DIA. SCHEDULE 40 PIPE VERTICAL C.M.U. WALL STUCCO _ MTL. SCUPPER EDGE TO LAP CONC. MIN. 1" ELASTOMERIC SEALANT ON ALL SIDES o I.. 00 c j lic B.O. SCUPPER C.M.U. OPENING 10" —22 GA. G.I. CONDUCTOR BOX -'~- 5°',� 5" 22 GA. AND DOWNSPOUT PAINTED GALV TYPICAL SCUPPER SECTION NOT TO SCALE SECONDARY DRAIN P.T. 2X WOOD BLKING. MODIFIED BASE FLASHING SYSTEM 22 GA. G.I. SCUPPER FLASHING- SET PRIMED FLANGES INTO ROOF CEMENT OVER FIELD PLIES AND SCREW FLANGES TO ALL SUBSTRATE SURFACES USING APPROPRIATE FASTENERS SEAL CUT EDGES AT SCUPPER OPENING USING WOVEN GLASS FABRIC EMBEDDED INTO AND -` COVERED WITH FLASHING CEMENT ROOFING SYSTEM 2" g" STL. DOWNSPOUT (TYPICAL ALL DOWNSPOUTS) RIGID INSULATION NOTE: ALL FLASHING SEAMS TO BE SOLDERED 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ;PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'OOPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 'VR17EN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 V) z 0 , ca 0 LC 0 ct t ca rC CONTRACT DATE: MAY 6, 2011 V d LLJ 0 (.j6,v 00 o h ��- U 0) .-. v Z o. w Z W IJ w Ln W Z U w V J 0 CL J 0 a3 V Isco W �. 0 0 � o Z r v� I.L QI W V CLZ a u - WT - Q � h , ca 0 LC 0 ct t ca rC CONTRACT DATE: MAY 6, 2011 V d LLJ z (.j6,v 00 o h ��- U , ca 0 LC 0 ct t ca rC CONTRACT DATE: MAY 6, 2011 ROOF DRAINAGE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0, 2011--21 SHEET NO. A3.3 111.0,1 2), d LLJ r 00 o (D ��- U 0) .-. v Z N w Z W IJ w Ln W Z V J CL J 0 a3 V Isco W �. 0 0 � o Z r z I.L QI W V CLZ u - WT - ROOF DRAINAGE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0, 2011--21 SHEET NO. A3.3 111.0,1 2), 2 3 4A 4B n4D 4C 5 I I I I I I I I I I O. SERV, DR. PARAPET_ 22' -- 0" VV 1 ST FL00_Rn 0' -0-0" T_O.FTG. /y BUILDING SECTION A4. SCALE: 1/8" = 1'-0" D c 1A 3 4A 4B 4D 4C 5 PIN Ora I j 95C A4.6 I A 4.6 A4.6 ! ! i I F El : ! 1ST FLOOR Imo, V ! ' , ; 1 ST FLOOR 'h�L•. - 0' - 0" _ I f I _ T.O;_FTG. _ n T.O _FTG. Imo, I s;� I- - I ---_ r-____� _. __-.___.-� �j ._._ ._._ -2' -2'-0' ��- _- 2 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" `B 100% CONSTRUCTION DOG'S. ISSUE DATE: 9-21-11 3 BUILDING SECTION A4. SCALE: 1/8" = 1'-O" CONTRACT DATE: MAY 6, 2011 dLij r I r zd- ti cr) o D Z _1 ST FL09_R__I1 ..� • `--' O 0'-0 Z LJi N W Wz Z Q 0 4 BUILDING SECTION n c SCALE: 1/8" = 1'-0" Lo w 0 0 V • � 0 A Z z r z D C B a � w �' o ''� J I I I 0.0 li d- a SALES PARAPET —_ o 28 0 5 BUILDING SECTION A4. SCALE: 1/8" = 1'-0" ! 1ST FLOOR_& 0'-0"� 6 BUILDING SECTION A4. SCALE: 1/8" = 1'-0" _ 1ST FL00 0' - 0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. BUILDING SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.1 � rj 9 7i Q Ln 0 m v A a S a N N N N r-1 O N r-1 tt7 tt' Q cm h Lf1 Q N r -I O N cn O 13m r_ ;a cam, c m a f z c ri 0 i 1 WALL SECTION SCALE: 3/4"=1'-0" WALL SECTION 2 SCALE: 3/4"=1'-0" WALL SECTION SCALE: 3/4"=1'-0" 4 WALL SECTION SCALE: 3/4"=V-0" SECTION KEYNOTES 0 CONC. FOOTING, REFER TO STRUCTURAL DWGS.. (2 CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. OCONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. �4 12 MIL. MEMBRANE VAPOR BARRIER, SEAL TO FOUNDATION WALL. O1/2" THK. CONTINUOUS EXPANSION BOARD. (6 CONC. FILL ALL CMU BELOW GRADE, TYP, OOVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. Q12" CMU, REFER TO WALL TYPES ON SHEET A5.2, O8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED, 12 INDICATES BEARING POCKET IN CONC, BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS, 13 POURED CONC, BEAM, REFER TO STRUCTURAL DWGS.. GDOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS.. 18 METAL DECK, REFER TO STRUCTURAL DWGS.. 19 CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE, EXTEND UP OVER PARAPET WALL. 22 P,T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS @ 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE -FINISHED ALUMINUM COPING, REFER TO EXTERIOR FINISH SCHEDULE, 25 STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL 26 ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL, REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6, 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY, 28 5/8" GYPSUM BOARD OVER 1 1/2% 22 GA 'Z' FURRING CHANNELS Q 24" O.C. FASTEN 'Z' CHANNELS TO CMU OR CONC. W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL TYPE AND FLOOR PLAN DRAWINGS. 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 31 5/8" GYPSUM BOARD, REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8"x 20GA MTL. STUD FRAMING @ 16" Q.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES, 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS., 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 39 ACM CEILING ON 600 162-43 JOIST ® 12" O.C. W/ 2 LA'Y'ERS OF 5/8" GYP. BD.ON TOP OF JOISTS. PROVIDE R-19 BATT INSULATION. 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN EXPOSED AREAS. DOUBLE BOLT THROUGH MEMBER, 42 PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS. 43 PROVIDE CLEAR ANODIZED ,064 GAGE ALUMINUM CURVED FASCIA WITH HOLD-DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLYISOCYANURATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS, 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. 46 LUMINOUS STRETCH CEILING. 47 5/8" GYPSUM BD, CEILING. 48 LIGHT FIXTURE 49 6"x 20GA MTL: STUD FRAMING @ 16" O.C. 50 STRUCTURAL 4x4x1/4" TUBE AND BRACKET ASSEMBLY FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE ENTRY DOOR RECESS. DOUBLE BOLT THROUGH MEMBER. PROVIDE ANGLE 4x6x3/8" AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN, 51 PROVIDE 8" WIDE x 10" HIGH CURVED CONCRETE CURB REINFORCED W/ 1 #5 REBAR TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE CMU CURB SHOWN PREVIOUSL'Y'. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 1I100% CONSTRUCTION DOC'S. SSUE DATE: 9-21 -11 Y) Z O F rr 0 CO W CL 0 0 Z O U z 4 W • z v `L O Z W WzQui Z zJ Q r� 0 0.. O 00 `� ZLf) Luo Z cr) Z ti o ry 0 o Q. z r ct) w F_--7 CONTRACT DATE: MAY 6, 2011 WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A485 CO W 0 0 Z O U z W • z v `L O Z W WzQui Z zJ r� 0 0.. O 00 `� ZLf) Luo Z cr) Z `- = o z ry W o Q. z ct) w 0 V) WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A485 WALL SECTION 1 - SCALE: 3/4"=1'-0" Ez (:2D WALL SECTION SCALE: 3/4"=1'-0" 3 WALL SECTION SCALE: 3/4"=1'- 0" 4 WALL SECTION SCALE: 3/4"=1'-0" SECTION KEYNOTES QCONC. FOOTING, REFER TO STRUCTURAL DWGS.. aCONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. O CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. U4 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. �5 1/2" THK, CONTINUOUS EXPANSION BOARD. U6 CONC. FILL ALL CMU BELOW GRADE, TYP. 0 OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. 0 12" CMU, REFER TO WALL TYPES ON SHEET A5.2. O8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS, 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS.. 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 16 CONT, STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS. 18 METAL DECK, REFER TO STRUCTURAL DWGS.. 19 CONTINUOUS INSULATION CANT STRIP, 2Q MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE, EXTEND UP OVER PARAPET WALL. 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS 0 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. 25 STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL 26 ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 5/8" GYPSUM BOARD OVER 1 1/2% 22 GA 'Z' FURRING CHANNELS @ 24" O.C. FASTEN 'Z' CHANNELS TO CMU OR CONC. W/ SUITABLE FASTENERS. FER TO WALL TYPES, PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL TYPE ANF_,/ 3Q FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE, 31 5/8" GYPSUM BOARD, REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8"x 20GA MTL. STUD FRAMING © 16" O.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS.. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 3g ACM CEILING ON 600 162-43 JOIST 0 12" O.C. W/ 2 LAYERS OF 5/8" GYP, BD, ON TOP OF JOISTS. PROVIDE R-19 BATT INSULATION. 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN EXPOSED AREAS. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS, 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD-DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLYISOCYANURATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T, CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES, 46 LUMINOUS STRETCH CEILING. 47 5/8" GYPSUM BD. CEILING, 48 LIGHT FIXTURE 49 6"x 20GA MTL. STUD FRAMING @ 16" O.C. 50 STRUCTURAL 4x4x1/4" TUBE AND BRACKET ASSEMBLY FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE ENTRY DOOR RECESS, DOUBLE BOLT THROUGH MEMBER. PROVIDE ANGLE 4x6x3/8" AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN. 51 PROVIDE 8" WIDE x 10" HIGH CURVED CONCRETE CURB REINFORCED W/ 1 #5 REBAR TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE CMU CURB SHOWN PREVIOUSLY. i 1007 CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -1 1 U) z 0 z CO 0 LLJ tiZ Lo i 00 -- fL U n. O v cl� 4 U _z W CD IJ z w W w W z 44 4 a ri J V ti 0 4 4 O a. O C7 O O Z Z = o z 4 vi 0 0 W Z z) J I.i U� v♦ (:2D WALL SECTION SCALE: 3/4"=1'-0" 3 WALL SECTION SCALE: 3/4"=1'- 0" 4 WALL SECTION SCALE: 3/4"=1'-0" SECTION KEYNOTES QCONC. FOOTING, REFER TO STRUCTURAL DWGS.. aCONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. O CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. U4 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. �5 1/2" THK, CONTINUOUS EXPANSION BOARD. U6 CONC. FILL ALL CMU BELOW GRADE, TYP. 0 OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. 0 12" CMU, REFER TO WALL TYPES ON SHEET A5.2. O8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS, 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS.. 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 16 CONT, STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS. 18 METAL DECK, REFER TO STRUCTURAL DWGS.. 19 CONTINUOUS INSULATION CANT STRIP, 2Q MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE, EXTEND UP OVER PARAPET WALL. 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS 0 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. 25 STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL 26 ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 5/8" GYPSUM BOARD OVER 1 1/2% 22 GA 'Z' FURRING CHANNELS @ 24" O.C. FASTEN 'Z' CHANNELS TO CMU OR CONC. W/ SUITABLE FASTENERS. FER TO WALL TYPES, PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL TYPE ANF_,/ 3Q FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE, 31 5/8" GYPSUM BOARD, REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8"x 20GA MTL. STUD FRAMING © 16" O.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS.. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 3g ACM CEILING ON 600 162-43 JOIST 0 12" O.C. W/ 2 LAYERS OF 5/8" GYP, BD, ON TOP OF JOISTS. PROVIDE R-19 BATT INSULATION. 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN EXPOSED AREAS. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS, 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD-DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLYISOCYANURATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T, CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES, 46 LUMINOUS STRETCH CEILING. 47 5/8" GYPSUM BD. CEILING, 48 LIGHT FIXTURE 49 6"x 20GA MTL. STUD FRAMING @ 16" O.C. 50 STRUCTURAL 4x4x1/4" TUBE AND BRACKET ASSEMBLY FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE ENTRY DOOR RECESS, DOUBLE BOLT THROUGH MEMBER. PROVIDE ANGLE 4x6x3/8" AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN. 51 PROVIDE 8" WIDE x 10" HIGH CURVED CONCRETE CURB REINFORCED W/ 1 #5 REBAR TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE CMU CURB SHOWN PREVIOUSLY. i 1007 CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -1 1 U) z 0 z CO 0 LLJ tiZ Lo i 00 -- fL U n. O v cl� 4 U _z W CD IJ z w W w W z Q U a ri J V ti 0 4 O O C7 O O Z Z = o z L I vi 0 0 CONTRACT DATE: MAY 6, 2011 HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, ;OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.2 1 . t . CO d LLJ tiZ Lo i 00 -- fL U C37 � O v cl� 4 d _z W CD IJ z w W W z Q U zcl- ri J V 0 e— O O C7 O O Z Z = o z L I vi 0 0 W Z z) J I.i U� v♦ n HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, ;OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.2 1 . t . 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 z 0 MAY 6, 2011 0 SECTION KEYNOTES pz ` Y W c '� 4 / 9- 01 CONC. FOOTING, REFER TO STRUCTURAL DWGS.. MI w A 1 ccw cn o Z OCONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS. r/ W z 1 �- z V) W z Q �3 CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS 4 0 �.� z J O = old 00 Lo �4 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. v • 00 z U5 1/2" THK. CONTINUOUS EXPANSION BOARD. WQ vi O 7 S OCONC. FILL ALL CMU BELOW GRADE, TYP. N O7 OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O8 12" CMU, REFER TO WALL TYPES ON SHEET A5.2. o �9 8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 24 22 22 24 0 / 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. rl - 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. _ INDICATES BEARING POCKET IN CONC. BEAM REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS. 10 13 POURED CONC, BEAM, REFER TO STRUCTURAL DWGS.. `\ 10 ,' �;' 21 21 f ,.•' _.__—__. __ _ 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 8 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. % STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS.. 19 20 18 20 18 20 18 18 20 19 •% � 21 1$ METAL DECK, REFER TO STRUCTURAL DWGS., CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF - PLAN , i ; a, "' 19 20 18 21 FULLY ADHERED ROOFING MEMBRANE, EXTEND UP OVER PARAPET WALL. --�-, P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"o x 8" LONG ANCHOR BOLTS ® 32" O.C. MAX. - - - 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL 24 22 4 I- DWGS. 24 PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. -`- - -- 21 15 13 a 25 STEEL ANGLE ASSEMBL'�'-SIZES VARY -SEE STRUCTURAL ;' • 15 _ 15 15 15 26 ACM PANEL OVER DRY -LOCK. MOISTURE BARRIER ON CMU WALL. REFER 13 13 15 K TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 10 ' ' i/ ` '4 19 20 18 /• \. r' g ' \ -' 28 5/8" GYPSUM BOARD OVER 1 1/2% 22 GA 'Z' FURRING CHANNELS 24" x' / O.C. FASTEN 'Z' CHANNELS TO CMU OR CONC. W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. L 15 29 3/4 STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL TYPE AND -- FLOOR PLAN DRAWINGS. - FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 5/8" GYPSUM BOARD, REFER TO WALL TYPES & FINISH SCHEDULE. CMU PILASTER, REFER TO STRUCTURAL DWGS. 8 8 13 ;, 3-5/8% 20GA MTL. STUD FRAMING @ 16" O.C. METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 8 '" % 38 WINDOW PER SCHEDULE. ; < > 39 ACM CEILING ON 600 162-43 JOIST Q 12" O.C. W/ 2 LAYERS OF 5/8" X, GYP. BD. ON TOP OF JOISTS. PROVIDE R-19 BATT INSULATION. -8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN EXPOSED AREAS. DOUBLE BOLT 10 THROUGH MEMBER. PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS. `•. $ 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD-DOWN CLEATS AND CONCEALED JOINTS. ` 44 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLYISOCYANURATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND 8 SUPPORTED BY THE PAIRED BACK-TO-BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P,T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF s, THE STEEL ANGLE BRACE ASSEMBLIES. LUMINOUS STRETCH CEILING. 47 5/8" GYPSUM BD. CEILING. 8 48 LIGHT FIXTURE 29 / 49 6"x 20GA MTL. STUD FRAMING ® 16" O.C. { ',;' X , ` 50 STRUCTURAL 4x4x1/4" TUBE AND BRACKET ASSEMBLY FOR EACH 7 '% / �' ` % ,"X. - ,'.. ^ ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE ENTRY DOOR RECESS. DOUBLE BOLT THROUGH MEMBER. PROVIDE 10 % x ANGLE 4x6x3/8" AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE % , yr ✓' ../ _ l' .,✓' /. rt �_.. •... �_ - ..,,.ice,,..%`'^.,���'",.. . ... 7`. . ENTRY DOOR AS SHOWN. ' S1 PROVIDE 8 WIDE x 10' HIGH CURVED CONCRETE CURB REINFORCED W/ 1 #5 REBAR TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE CMU CURB SHOWN PREVIOUSLY. ? y `x I ' / .. / r, QI / , LV \, '•" y, i 28 i xl 2 F �8 •,:' x I r, I X\X (l l:x 3 EL = 0'-0" `s: EL.= 0'-0" EL.= 0'-0" EL.= 0'-0" , :x ;; _ - " EL. 0 0 FIN. FLQOR _ FIN. FLOOR , ,; ---FfN:" TCO01� - _ _ - FIN. FLOOR F1. IN. FLOOR m7_ 41 4 2 5 5 5 2 5 5 5 S 2 5 4 4 4 4 �_ 4 1 4 1 `% >;' 1 4 6 6 'y 6 6 6 •1 c-� 4 G':1. 4 .14 WALL SECTION2 SECTION WALL SECTION WALL SECTION WALL SECTION THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 1 -SCALE: 4 5 SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SCALE: 3/4"=1'-O" 3/4"=1' -WALL 0" SCALE: 3/4"=1'-p" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-O" COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 z 0 CONTRACT DATE: MAY 6, 2011 0 pz ` Y W c '� 4 / 9- z MI w A 1 ccw cn o Z r/ W z 1 �- z V) W z Q 4 0 �.� z J O = old 00 Lo C� v • 00 z WQ vi O 7 S N o o 0 rl CONTRACT DATE: MAY 6, 2011 ` Y W c '� 4 / z MI w A 1 E.._ cn o Z r/ W z 1 �- z V) W z Q 4 J �.� z J O = old 00 Lo C� v • 00 z WQ vi O 7 S O WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.6 Z7 DOOR, FRAME AND HARDWARE SCHEDULE MARK DOOR FRAME HDWR, FIRE MAT'L. ELEV SET RATING REMARKS SIZE MAT'L ELEVATION 101 (PR) 3'0 x 9'-6" ALUM E ALUM SF O'1 - 102 (PR) SO x 9'-6" ALUM E ALUM SF 11 - ACCEPTABLE MANUFACTURERS Provide each PR door(s) with the following; Provide each SGL door(s) with the following: 105 (PR) 4'0 x 8'0 ALUM E ALUM SF 01 - w 106 S-6" x 8'-0" GLASS K GLASS - 14 - TEMPERED GLASS SLIDING DOOR, 5 107 3'-6" x 8'-0" GLASS K GLASS - 14 - TEMPERED GLASS SLIDING DOOR, 5 DOP 1EA Hookbolt Deadlock MS185OS-050 (Provide Backset) 628 01 the current catalogues of the following manufacturers. 1EA PANIC HARDWARE 1694NL-P V) DOP S -O" x 8'-0" SCWD A HM 1 08 - RIM CYLINDER 20-057-ICX 115 3'-O" x 8"-O" GLASS J - - 14 - TEMPERED GLASS SWINGING DOOR CORE ONLY 23-030 .\ SCH w 630 IVE Hinges: Hager, Bommer, Stanley 119 S -O" x 7"-10" ALUM C ALUM -A 17,---)'- Q0 120A 3 - ' x -0" LAS J - - 14 - TEMPERED GLASS SWINGING DOOR 120B 10'-0" x 10'-0" OH DR M MTL - 14 SECTIONAL GLASS & STEEL DOOR, 7 120C (2)4'-6" x 8'-0" GLASS (2) K - - (2) 14 - (2) TEMPERED GLASS SLIDING DOORS, 5 1EA THRESHOLD 896V AL NGP Exit Devices: Von Duprin, Dor-O-Matic, Monarch 1EA THRESHOLD 896V AL 121 S -O" x 8'-0" ALUM C ALUM SF 07 - 122 3'-0" x 8'-0" ALUM C I ALUM SF 07 - Hardware Group No. 02 (Interior Passage Set) 123 S -O" x 8'-0" ALUM C ALUM SF 07 - Provide each SGL door(s) with the following: 14 - x 8-" SCWD A HM 1 07 - Quantity 125A 3'-0" x 8'-0" SCWD B HM 1 06 - Threshold/ Weather-strip: Pemko, National Guard 125B S-0" x 8'-0" SCWD B HM 1 06 - SCH Silencers: Ives, G -J, Rockwood 1EA PASSAGE LATCH ND1OS RHO 626 SCH 1EA SURFACE CLOSER 1461 689 126 3'-0" x 8'-0" SCWD B HM 1 06 - 1EA KICK PLATE 8400 10" X 2" LDW 127 S-0" x 8'-0" SCWD A HM 1 04 - IVE 128 V-0" x 8'-0" SCWD A HM 1 04 - GRY 129 S-0" 8'-0" SCWD A HM 1 05 - 130 3'-0" x 8'-0" SCWD A HM 1 10 - Hardware Group No. 11 (Aluminum interior pair) be Satin Chrome (26D). Exit Devices to be Satin Chrome (26D). 133 3'-0" x 8'-0" SCWD A HM 1 05 - 134A 3'-0" x 8'-0" SCWD A HM 1 06 - Mfr 1348 3'-0" x 8'-0" SCWD A HM 2 7 05 1 1/2 HR 313 135A 3'-0" x 7'-0" HM A HM 2 12 EXTERIOR; PANIC HARDWARE; INSULATED 135B 8'-0" x 10'-0" OH DR I F MTL - - COILING; INSULATED; MOTORIZED DOOR 136 S -O" x 7'-0" SCWD A HM 1 06 - 689 137A 4'-0" x 7'-0" SCWD B HM 1 05 - KICK PLATE 8400 10" X2" LDW 1376 (PR) 3'0 x 7'0 SCWD H HM 2 13 - 1EA 138 S-0" x 7'-0" SCWD A HM 1 05 - (NRP). 1SET SEALS 50506 BRN NGP 2EA SURFACE CLOSER 1461 689 i 139A (PR) TO x 8'0 ALUM I E ALUM SF 11 - 626 1396 3' 0" x 8'-0" HIM 7 B HM 2 12 EXTERIOR 139C , 12'-0" x 10'-0" OH DR "ANY MTL 7 SECTIONAL GLASS & STEEL DOORS, 7 139D 12'-0" x 10'-0" OH DR L MTL 14 COILING; VISION PANEL; MOTORIZED DOOR, 7 140 3'-0" x 7'-10" ALUM C ALUM SF 09 - 141 3'-0" x 7'-10" ALUM C ALUM SF 09 - 142 3'-0" x 7'-10" ALUM C ALUM SF 09 - 143 3'-0" x 7'-10" ALUM C ALUM SF 09 - Description Model Number 144 3'-0" x 7'-10"),ALUM 3EA HINGE 5BB1 4.5 X 4.5 NRP C ALUM SF 09 - 3EA 145 S -O" x 7'-10" ALUM C ALUM SF 09 - construction master keys. 7\ PUSH PLATE 820ORC 8" X 16" 630 7 1EA RIM CYLINDER 20-057-ICX 7 SCH 146A 3'-0" x 7'-0" HIM ( A HM 2 12 EXTERIOR; INSULATED 146B S-0" ;< 7'-0" HM A HM 2 12 EXTERIOR; INSULATED 146C 16'-O"x 12'-0" OH DR F MTL - 14 HIGH SPEED; STEEL COILING DOORS, 7, 4 146D 3'-0" x 7'-0" HM A HM 2 12 EXTERIOR; INSULATED IVE 1EA DOME STOP FS438 626 IVE specified otherwise, in "ND" series, RHO design as manufactured L' SILENCER SR64 149 3'-0" x 7'-0" SCWD A HM 2 04 - 150 3'-0" x 7'-0" SCWD A HM 2 08 - 151 3'-0" x 7'-0" SCWD B HM 2 05 - 1. Acceptable substitutions: Falcon T - series Provide each SGL dcor(s) with the following: 1EA THRESHOLD 896V AL NGP 152A 3'-0" x 7'-0" HM A HM 2 02 - EXTERIOR; INSULATED 152B 12'-0" x 10'-0" OH DR L MTL - 14 - COILING; VISION PANEL; MOTORIZED DOOR, 7 153A 3'-0" x 7'-0" HM A HM 212 EXTERIOR; INSULATED 153B 12'-0" x 10'-0" OH DR L MTL - 7 - COILING; VISION PANEL; MOTORIZED DOORS, 7 Provide each PR door(s) with the following: accident equipment list of Underwriters Laboratories. All labeled 1EA KICK PLATE 8400 10" X 2" LDW 630 154 3'-0" x 7'-0" SCWD A HM 4 03 - WALLSTOP WS407CCV 155 3'-0" x 7'-O" SCWD A HM 2 03 - 3EA 156 S-0" x 7'-O" SCWD A HM 2 10 - All exit devices shall be tested to ANSI/BHMA A156.3 test 1EA DUST PROOF STRIKE DP1 626 IVE 158 (PR) 3'0 x TO HM H HM 2 13 - EXTERIOR; INSULATED 159 S -O" x 7'-0" HM A HM 2 03 - EXTERIOR; INSULATED 160A3' -Q" x -7'- �O" ALUM Finish ALUM SF 16 GRY 1608 3'-0" x 8'-0" ALUM C ALUM SF 17 - 652 162 3'-0" x 8'-0" ALUM C ALUM SF 07 - CLASSROOM LOCK ND70PD RHO 163 3'-0" x 8'-0" ALUM C ALUM SF 07 - 1 164 S-0" x 8'-0" ALUM C ALUM SF 07 - 1 165 3'-0" x 8'-0" ALUM C ALUM SF 07 - 1. Acceptable Substitutions: Dor-O-Matic 1690 n Hardware Group No. 15 Provide each SGL door(s) with the following: Overhead Door operated by exterior electrical keypad. Interior operation to be I I NOTES 1. WOOD DOORS ARE TO BE STAIN GRADE. 2, HOLLOW METAL DOOR FRAME PAINT SHALL BE SEMI -GLOSS FINISH. 3. ALL ALUMINUM DOOR AND FRAME FINISHES SHALL BE CLEAR ANODIZED, U.O.N. 4. DOORS 146C, HAVE RYTEC PREDADOOR - HIGH SPEED DOOR SYSTEM W/ MOTION DETECTOR, 5. SLIDING DOORS: PROVIDE FRAMELESS GLASS DOORS WITH BOTTOM ROLLING WHEELS IN THE PLANE OF THE 1/2" TEMPERED GLASS SIMILAR TO THAT BY SPECIALTY DOORS MODEL "TERRA -M" (CONTACT ADAM GROSS 1-866-815-8151) PROVIDE SOFTSTOP-SYSTEM CONCEALED IN HEAD FOR BOTH EXTREMES OF TRAVEL. PROVIDE FLOOR TRACK SCREWED TO FLOOR. PROVIDE CONTINUOUS BLOCKING AND BRACING ABOVE GYPSUM BOARD SOFFIT TO TAKE OUT THE SHOCK OF THE OVERHEAD DOOR STOPS. 6. ALL DOOR HANDLES SHALL BE LEVER TYPE IN CONFORMANCE W/ ANSI 117.1, LATEST EDITION. 7, OVERHEAD DOORS SHALL HAVE LOCKING DEVICE WITH KEYED CYLINDER. 2"j,SEE 2" SCHED, N ELEV - 1 2" SEE 2" SCHED. x d' 0 Ujv [:111111��M p,1 M)p IC ELEV - 3 ELEV - 4 FRAME TYPES NOT TO SCALE * MOUNTING LOCATION FOR SIGN SHALL BE SO THAT A PERSON MAY APPROACH WITH -IN 3" OF SIGN W/O ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITH -IN THE SWING OF THE DOOR. TYP. H.C. SIGN MOUNTING DETAIL NOT TO SCALE r1 /'1 /1 r1 r 1 rl / A -r U\.JVR CLF_V/-%I i%.iIV%D SEE SCHED. w U w Ld �. U) ELEV - H NOT USED SEE SCH ED. EQ. EQ. 4" 4",T' 4' lo w s U V) w ELEV - E Lo SEE SCHED. 11 ELEV - F SEE SCHED. ELEV - L SEE SCHED. Ilk d W c.> 07 w W 0 ELEV - G SEE SCHED. I T ELEV - M . HARDWARE SCHEDULE 100 SQ. INCHES IN L- r' rz a RATED DOORS §EE SCHED EE SCHED EE SCHED, 4" 4" Hardware Group No. 01 (Aluminum exterior pair) w Hardware Group No. 09 (Single interior aluminum door) ACCEPTABLE MANUFACTURERS Provide each PR door(s) with the following; Provide each SGL door(s) with the following: A. To the greatest extent possible, obtain each kind of hardware Quantity Description Model Number tlu;. Mf w Finish Mfr o CONTINUOUS HINGE 112HD 313 IVE W 652 IVE B. All numbers and symbols used herein have been taken from 1EA PANIC HARDWARE 1691 DT 628 DOP 1EA Hookbolt Deadlock MS185OS-050 (Provide Backset) 628 01 the current catalogues of the following manufacturers. 1EA PANIC HARDWARE 1694NL-P V) DOP `� n SCH d- 1EA RIM CYLINDER 20-057-ICX 626 \ 1EA CORE ONLY 23-030 w SCH \ w CORE ONLY 23-030 .\ SCH w 630 IVE Hinges: Hager, Bommer, Stanley 2EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER 1461 689 Q0 2EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP FS438 ti IVE Locks & Latches: Schlage, Falcon 2EA DOME STOP FS438 626 IVE ELEV - A 08400 ELEV - B ELEV - C SELEV - D SEE SCHED. w U w Ld �. U) ELEV - H NOT USED SEE SCH ED. EQ. EQ. 4" 4",T' 4' lo w s U V) w ELEV - E Lo SEE SCHED. 11 ELEV - F SEE SCHED. ELEV - L SEE SCHED. Ilk d W c.> 07 w W 0 ELEV - G SEE SCHED. I T ELEV - M . HARDWARE SCHEDULE L- rz a FINISH HARDWARE Hardware Group No. 01 (Aluminum exterior pair) w Hardware Group No. 09 (Single interior aluminum door) ACCEPTABLE MANUFACTURERS Provide each PR door(s) with the following; Provide each SGL door(s) with the following: A. To the greatest extent possible, obtain each kind of hardware Quantity Description Model Number Finish Mf Quantity Description Model Number Finish Mfr from one manufacturer only. 2EA CONTINUOUS HINGE 112HD 313 IVE 4EA HINGE 5BB1 4.5 X 4.5 652 IVE B. All numbers and symbols used herein have been taken from 1EA PANIC HARDWARE 1691 DT 628 DOP 1EA Hookbolt Deadlock MS185OS-050 (Provide Backset) 628 ADA the current catalogues of the following manufacturers. 1EA PANIC HARDWARE 1694NL-P 628 DOP 1EA CYLINDER 20-061-ICX 626 SCH d- 1EA RIM CYLINDER 20-057-ICX 626 SCH 1EA CORE ONLY 23-030 626 SCH ACCEPTABLE MANUFACTURER SUBSTITUTE 1EA CORE ONLY 23-030 626 SCH 1SET OFFSET DOOR PULL 8190-0-N 630 IVE Hinges: Hager, Bommer, Stanley 2EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER 1461 689 LCN 2EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP FS438 626 IVE Locks & Latches: Schlage, Falcon 2EA DOME STOP FS438 626 IVE 1SET WEATHERSTRIP Furnished under Section 08400 B/O Cylinders, Keys, Keying: Schlage, Falcon 1SET WEATHERSTRIP (Furnished under section 08400) B/O 1EA THRESHOLD 896V AL NGP Exit Devices: Von Duprin, Dor-O-Matic, Monarch 1EA THRESHOLD 896V AL NGP Door Closers: LCN, Norton Hardware Group No. 10 (Janitor's closet) OH Stops/Holders: Glynn Johnson, Rixson Hardware Group No. 02 (Interior Passage Set) Provide each SGL door(s) with the following: Wall Stops/Floor: Ives, G -J, Rockwood Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr Kick Plates: Ives, Rockwood Quantity Description Model Number Finish Mfr 1EA HINGE 5BB1 4.5 X 4.5 652 IVE Threshold/ Weather-strip: Pemko, National Guard 3EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1EA STOREROOM LOCK ND80PD RHO 626 SCH Silencers: Ives, G -J, Rockwood 1EA PASSAGE LATCH ND1OS RHO 626 SCH 1EA SURFACE CLOSER 1461 689 LCN Key Cabinet: Lund Key Control 1EA SURFACE CLOSER 1461 689 LCN 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA WALL STOP WS407CCV 630 IVE 1EA WALLSTOP WS407CCV 630 IVE FINISH OF HARDWARE: 3EA SILENCER SR64 GRY IVE 3EA SILENCER SR64 GRY IVE Exterior Hinges to be Stainless Steel (32D) and Interior hinges to be Satin Chrome (26D) Door Closers to be Aluminum, Locks to Hardware Group No. 11 (Aluminum interior pair) be Satin Chrome (26D). Exit Devices to be Satin Chrome (26D). Hardware Group No. 03 (Hollow metal exterior door) Provide each PR door(s) with the following: Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr Overhead Holders to be Satin Chrome (26D), Stainless Steel Quantity Description Model Number Finish Mfr 2EA CONTINUOUS HINGE 112HD 313 IVE (32D) and the Thresholds to be Mill Finish Aluminum, 3EA HINGE 5BB1 4.5X4.5 NRP 630 IVE 1EA PANIC HARDWARE 1691DT 628 DOP 1EA CLASSROOM LOCK ND70PD RHO 626 SCH 1EA PANIC HARDWARE 1694NL-P 628 DOP HINGES AND PIVOTS: 1EA SURFACE CLOSER 1461 689 LCN 1EA RIM CYLINDER 20-057-ICX 626 SCH A. Exterior butts shall be Stainless Steel. Butts on all out 1EA KICK PLATE 8400 10" X2" LDW 630 IVE 1EA CORE ONLY 23-030 626 SCH swinging doors shall be furnished with non -removable pins 1EA DOME STOP FS438 626 IVE 2EA OFFSET DOOR PULL 8190-0 630 IVE (NRP). 1SET SEALS 50506 BRN NGP 2EA SURFACE CLOSER 1461 689 LCN B. Interior butts shall be as listed. 1EA DRIP CAP 16A AL NGP 2EA DOME STOP FS438 626 IVE 1EA THRESHOLD 896V AL NGP 1SET WEATHERSTRIP Furnished under Section 08400 B/O KEYING: All locks and cylinders shall be Schlage Lock Company. All bittings shall be issued by lock manufacturer in order to create Hardware Group No. 12 (Hollow metal exterior fire exit) a grand master key system. Hardware Group No. 04 (Public toilet) Provide each SGL door(s) with the following: All locks and cylinders to be construction master keyed in a Provide each SGL door(s)with the following: Quantity Description Model Number Finish Mfr manner that does not require the cylinders to be removed. Quantity Description Model Number Finish Mfr 3EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE Provide Two (2) each change keys per lock and Six (6) each 3EA HINGE 5BB14.5X4.5 652 IVE 1EA PANIC HARDWARE 98NL 626 VON construction master keys. 1EA PUSH PLATE 820ORC 8" X 16" 630 IVE 1EA RIM CYLINDER 20-057-ICX 626 SCH 1EA PULL PLATE 8305-ORC 4" X 16" 630 IVE 1EA CORE ONLY 23-030 626 SCH 1EA SURFACE CLOSER 1461 689 LCN 1EA SURFACE CLOSER 1461 689 LCN LOCKSETS: 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE Locksets shall be Commercial Grade 1 Cylindrical type, unless 1EA WALL STOP WS407CCV 630 IVE 1EA DOME STOP FS438 626 IVE specified otherwise, in "ND" series, RHO design as manufactured 3EA SILENCER SR64 GRY IVE 1EA WALLSTOP WS407CCV 630 IVE by Schlage. 1SET SEALS 5050B BRN NGP Hardware Group No. 05 (Service door) 1EA DRIP CAP 16A AL NGP 1. Acceptable substitutions: Falcon T - series Provide each SGL dcor(s) with the following: 1EA THRESHOLD 896V AL NGP Quantity Description Model Number Finish Mfr EXIT DEVICES: 3EA HINGE 5BB1HW 4.5 X 4.5 652 IVE All devices shall be Von Duprin 98 Series in types and functions 1EA CLASSROOM LOCK ND70PD RHO 626 SCH Hardware Group No, 13 (SERVICE PAIR) specified. All devices must be listed under "Panic Hardware" in 1EA SURFACE CLOSER 1461 689 LCN Provide each PR door(s) with the following: accident equipment list of Underwriters Laboratories. All labeled 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE Quantity Description Model Number Finish Mfr doors with "Fire Exit Hardware" must have labels attached and be 1EA WALLSTOP WS407CCV 630 IVE 6EA HINGE 5PB1 4.5 X 4.5 652 IVE in strict accordance with Underwriters Laboratories. 3EA SILENCER SR64 GRY IVE 2EA MANUAL FLUSH BOLT FB458 626 IVE All exit devices shall be tested to ANSI/BHMA A156.3 test 1EA DUST PROOF STRIKE DP1 626 IVE requirements by a BHMA certified testing laboratory. A written Hardware Group No. 06 (Office door) 1EA STOREROOM LOCK ND80PD RHO 626 SCH certification showing successful completion of a minimum of Provide each SGL door(s) with the following: 2EA SURFACE CLOSER 1461 689 LCN 1,000,000 cycles must be provided. antity Description Model Number Finish Mfr 2EA SILENCER SR64 GRY IVE All surface strikes shall be roller type and come complete with a 3EA HINGE 5PB1 4.5 X 4.5 652 IVE 1EA METAL Z -ASTRAGAL By Door Supplier GRY B/O plate underneath to prevent movement. And shall be provided 1EA CLASSROOM LOCK ND70PD RHO 626 SCH with a dead -latching feature to prevent latchbolt tampering. 1EA WALLSTOP WS407CCV 630 IVE Hardware Group No. 14 3EA SILENCER SR64 GRY IVE Hardware Provided by Manufacturer 1. Acceptable Substitutions: Dor-O-Matic 1690 Hardware Group No. 07 (Office door with closer) Hardware Group No. 15 Provide each SGL door(s) with the following: Overhead Door operated by exterior electrical keypad. Interior operation to be Quantity Description Model Number Finish Mfr push button for up and down function. Provide manual locking device option on interior. 3EA HINGE 5BB1 4.5 X 4.5 652 IVE (Submit for approval) 1EA CLASSROOM LOCK ND70PD RHO 626 SCH 1EA SURFACE CLOSER 1461 689 LCN Hardware Group (Interior fire exit) 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE IL o Provide each SGL door(s) with the following: 1EA WALLSTOP WS407CCV 630 IVE Quantity Description Model Number Finish 3EA SILENCER SR64 GRY IVE 3EA HINGE 5BB1 4.5 X 4.5 652 .Mfr IVE 1EA FIRE EXIT HARDWARE 98L -F 996L 626 VON ` Hardware Group No. 08 (Private toilet) 1EA RIM CYLINDER 20-057-ICX 626 SCH Provide each SGL door(s) with the following: 1EA CORE ONLY 23-030 626 SCH < Quantity Description Model Number Finish Mfr 1EA SURFACE CLOSER 1461 689 LCN 3EA HINGE 5BB1 4.5 X 4.5 652 IVE l 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA PRIVACY SET ND40S RHO 626 SCH 7 1EA WALL STOP WS407CCV 630 IVE 1EA WALLSTOP WS407CCV 630 IVE 1SET SEALS 50508 BRN NGP 3EA SILENCER SR64 GRY IVE Hardware Group No. 17 (Aluminum exterior) Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr 1EA CONTINUOUS HINGE 112HD 313 IVE 1EA PANIC HARDWARE 1694NL-P 628 DOP 1EA RIM CYLINDER 20-057-ICX 626 SCH 1EA CORE ONLY 23-030 626 SCH 1EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP FS438 626 IVE 1SET WEATHERSTRIP (Furnished under section 08400) B/0 1EA THRESHOLD 896V AL NGP THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. ■uw�I��solwr�, 1 Oo% CONSTRUCTION DOC'S. ISSUE DATE: 9 -21 -11 0 z GD w O L- rz a W U w z J>N Q a a N � a D N d- CONTRACT DATE: MAY 6, 2011 CO LLJ U p z 00 V U �--. v z��� z W z L` U) W Lj z Q J 6_ .II.1.. CL �✓ C) 0 u00-, z z LO W o C 0 r 0 U vi Q L4jLL_ O ♦♦�AA 0 DOOR SCHEDULE/ ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0, 2011-21 SHEET NO. �, A5.o L- W U z J>N Q CONTRACT DATE: MAY 6, 2011 CO LLJ U p z 00 V U �--. v z��� z W z L` U) W Lj z Q J 6_ .II.1.. CL �✓ C) 0 u00-, z z LO W o C 0 r 0 U vi Q L4jLL_ O ♦♦�AA 0 DOOR SCHEDULE/ ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0, 2011-21 SHEET NO. �, A5.o 1 0 0% CONSTRUCTION DOCS. . ISSUE DATE: 9-21 -11 cn z 24 F {';,,-;;;�;�.: „%°� O � � Qs o--_ 4 4 �_ �_ �'' ``�' ;,ry'`;< O •`"-"` O 41 KEY NOTES 23 6 0 3 5/8" 20 GA. METAL STUDS SPACED 16" 23 O.C. 4 FILL ALL CMU CELLS W/FOAM INSULATION. 24 24 24 24 24 S 24 24 3-1/2" THK. SOUND BATT INSULATION. (o K", 14< (D 5/8" THK. GYPSUM WALL BOARD CD 24 24 WALL TILE AS SPECIFIED Z� 6" 20 GA. METAL STUDS SPACES 16" O.C. 24 24 kl� 6 24 3/4" LIGHT TEXTURED STUCCO FINISH. 8 x 8 x 16 CMU WITH HORIZONTAL WIRE F�A I REINFORCEMENT SPACED 16" O.C. v v VERTICALLY, ..4 1 1/2" RIGID INSULATION BOARD, REFER TO SPECIFICATION MANUAL. r<1v 1 1/2" Z SHAPE FURRING CHANNELS 22 4 z GAUGE APPLIED VERTICALLY AND FASTENED v TO THE MASONRY WALL THROUGH THE 0 SHORT 3/4" FLANGE WITH SUITABLE PLUMBING MASONRY FASTENERS @ 24" O.C. MAX. XA SIDE 8 x 12 x 16 CMU WITH HORIZONTAL WIRE REINFORCEMENT SPACES 16" O.C. VERTICALLY. THICKNESS - 4 7/8" THICKNESS 4 7/8" THICKNESS - 7 1/4" THICKNESS 4 7/8" THICKNESS 4 7, /V� THICKNESS - 7 1/4" THICKNESS 7 1/4" THICKNESS 8" THICKNESS - 8" 8" 22 GA. METAL STUDS SPACES 16" O.C. RATING -NONE RATING -NONE RATING -NONE RATING -NONE RATING -NONE RATING -NONE RATING -NONE RATING -NONE RATING -NONE 0 REFER TO STRUCTURAL ELEVATION ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A DRAWINGS FOR CMU WALL HEIGHT STC RATING -STC-49 (SA -870717) WALL EXTENDS ABOVE ROOF, SEE WALL SECTIONS 1��RTITIO�N SINTERIOR jPARTITION SINTERIOR J'Pc�RTITION S INTERIOR jP.�RTITIO.N INTERIOR PARTITION INTERIOR �P�R�TITI�ON &IcN INTERIOR PARTITION INTERIOR SINTERIOR jj'!O�RTITION INTERIOR PARTITION T 5/8" CEMENT BOARD W7 sc 1 1, 0 s 1, SC . l1'_O sc W3 SCALE. 1" 1'-0" sc sc 1sc 1'_O SCALE: 1" 1'-0" �LEALE. ALALE. ALE. ALE . AL . R-11 BATT INSULATION 5/8" MOISTURE RESISTANT GYP. BOARD. FILL ALL C.M.U. CELLS W/ FOAM INSULATION A x TO ROOF DECK. 23 23 23 23 STUCCO WITH LIGHT SAND FINISH. 7 —7 _T. 7 x X1 13 K" NOT USED 13 13 NOT USED 1< K "T KN 31, NOT USED Y, x 0-1 X, >-" v :< > Ix 4 X, < K METAL ROOF DECK STRUCTURE, K 4 24 >< x ;< SCHEDULED CEILING. X� 77 7 A v A K' x L r,\'s SEAL TIGHT TO FLOOR OR C.M.U. WALL. -A- A SEAL TIGHT TO METAL DECK STRUCTURE 0 V It 'A KA X, 10 7 7 7 IFIRE RATED WALL) > i`x' 8THK. GYPSUM WALL BOARD TYPEXx5FER TO FINISH SCHEDULE FOR WALLoD10<FIISH). p-�1�/1 NOT 9"�] X X ;< < 5/8" DENSGLASS SHEATHING. X: A H >( X, 25 x 'V x 1, A X 4;:� WIRE LATHE. 3/4" THK. SAND FINISHED STUCCO OVER XX 7 7 7 7 7 ""x< y < '3 x K, L K NOTUSED 6 x 6 x 16 CMU WITH HORIZONTAL WIRE THICKNESS - 13 3/4" THICKNESS - 14 1/2" THICKNESS - 11 5/8" THICKNESS - 7 5/8" THICKNESS - 12 3/8" THICKNESS - 6 3/8" THICKNESS - 5 5/8" THICKNESS - 6" THICKNESS - 11 5/8" REINFORCEMENT SPACES 16" O.C. RATING - NONE RATING - NONE RATING -NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE VERTICALLY. ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY- N/A ASSEMBLY - N/A FOR CONTINUATION REFER TO WALL SECTIONS. &INTERIOR PARTITION S�E EXTERIOR P�R�TITIO�N INTERIOR PARTITION NTERIOR PARTITION XTERIOR PARTITION NTERIOR PARTITION INTERIOR PARTITION NTERIOR PARTITION T 12 1 IN ( YSCALE: 1 1'-0" sc X� 1'-0" 0 SCALE: 1" 1'-0" SCALE: 1" V-0" ALE: 1" V-0" CALE: 1 V-0" CALE: 1 ,-o AL11. SCALE S SC PS S X, 35 26 A C��''X 26 771 26 23 >c 41 X A > V 7 4, 24 N Q. �' 24 xv 7 7 X., (o aJ v W I., �' x 30 11V 15j 4 24 ej K 1 73 24 J X 4 4 It 16 A 1(10 4 x" 10 > ye'�: A 7 K' 0- 77 7 10 24 v >� A x (27 rio ><, GENERAL NOTES 7 A x r < EQ. RM. SIDE 1. ALL GYPSUM BOARD IN LAVATORIES AND BEHIND MISC. PLUMBING FIXTURES SHALL BE 5/8" THK. x 18 PLUMBIN 4 MOISTURE RESISTANT, 0 < SID ;X� 4 7 2. PROVIDE 3 5/8" MIL. STUD ANGLED SUPPORT @ 48" O.C. FROM TOP OF STUD PARTITION TO X. X STRUCTURE ABOVE. TYPICAL FOR ALL INTERIOR STUD WALLS. THICKNESS - 8" THICKNESS - 13 1/8" THICKNESS - 13 3/4" THICKNESS - 15 7/8" THICKNESS - 14 1/2" THICKNESS -VARIES THICKNESS -VARIES THICKNESS - 9 1/4" RATING - NONE RATING - NONE RATING - (1) HOUR RATING RATING - NONE RATING -NONE RATING - NONE RATING -NONE RATING - NONE ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - U.L. DESIGN NO. U905 ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A INTERIOR Po�RT�ITIO�N � 1 -HOUR FIRE RATE @ N R�Rj PARTITION P EXTERIOR P�RTITION D INTERIOR V� INTERIOR PARTITION O�RT�ITIO�N @_LNT Rj���RP��RT�ITIO�N E31N INTERIOR Po�RTITION S s Sc T 1�� 0 SCALE: c LM v_O sc V_ 30 sc T . jj� 1� c 71 1'_O 21 scup A�LE ALE . INTERIOR PARTITION ALE ALE . 1 A SCALE: SCALE: 1" 1'-0" SCALE: 1" 1'-0" W 23 3 "X A v 24 A X, 24 co ]H 24 X 10 A v H T 27 c 41 W < % 'c THICKNESS - 13 3/4" THICKNESS 7 1/4" RATING - (1) HOUR RATING RATING - NONE ASSEMBLY - U.L. DESIGN NO. U905 ASSEMBLY - N/A STC RATING STC -49 (SA -870717) THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF In r S_�NT Rj��R �RTITION INTERIOR ccALF 1'!0 SCALM 1._O SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, INTERIOR PARTITION COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT INTERN 32 INTERIOR PARTITION— WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. i MAY 6, 2011 Lo Ln Z 6 Do 0) 0 0 oz� z r2l' z j_ Lu L 0 Z LAJ Lu z C /1NOT L _j Ad W26 NOT () 00 W1 9 • Z z .- !s u') 0-) Lu 0 0 Z Z =Z aE U-1 L6 Uy uj _j LL LLJ 0 ///,* . . ...... .. DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A5.2 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A5.2 WOMEN 125 / MEN 126 RESTROOM 1/4" = V-0" INTERIOR ELEVATION KEY NOTES Xo REFER TO SHEET A6.2 FOR KEY NOTES A6.2 SIM I 8 -a (V N 12 6.2 9 T7 T7 o 7 -- - I I I 4 77-77- O TS O T91% N 1E`,, ---- �lo - 0 SS -1 24 25 WV1 11 41 CD 4 16 _$ \ N 0o 0 __----_ -- cv 5 I T3 - — COPIER BY 6 o // -- OWNER v SS -2 1 12 LD w _ 5 W. SpA ES , i a l433 << < S-10 3/4" 6'-4 3/4" 21 F.V. &3OPY AREA 8" � 0 COPY AREA 3/8 CTnITCLJ I C/^Cnll'1 F1114101 LLVLIVV KX-X REFER TO SHEET A3.0 2 MEN 126-2 3/8 1 0 I 8 -a (V N r TI 6.2 9 T7 T7 o 7 -- - I I I 4 77-77- O TS O T91% N 1E`,, ---- �lo - CD 4 16 LT— �3/ 5 -- - - - -F77- coo —B __----_ -- cv 5 I T3 - — — N 6 o // -- SS -2 1 LD w i a l433 << < N O N � - Q til CJ T8 O > T6 dam' tf] -�� — - - O 4 I I 5 T3 2 MEN 126-2 3/8 1 0 �J TECH AREA I I -a (V N r TI T9 i I �J TECH AREA I- MENTECH LOCK/RESTRM. 139-17 318" = 1'-0" I I -a (V N r TI T9 x T7 T7 o 7 -- N I I I 4 _ O TS O T91% N 1E`,, ---- �lo - CD 4 16 LT— �3/ 5 -- - - - -F77- coo —B __----_ -- cv 5 I T3 - — — N 6 o // -- I- MENTECH LOCK/RESTRM. 139-17 318" = 1'-0" .rte I• � -4( MEN TECH LOCK/RESTRM. 139-20 3/8" = V-0" I I -a (V N r TI T9 x � O o 17 T9 - N I I I 4 _ O .rte I• � -4( MEN TECH LOCK/RESTRM. 139-20 3/8" = V-0" o- I I , f (V N r TI T9 x � o 17 T9 - N 12 N I I 4 _ O TS O T91% N 1E`,, o- 0 3 A, 3 MEN 126-3 I I , f (V LIv r TI T9 x - -- -- \- T12 17 T9 - x �- 12 N I I 4 _ 44 TS _ T91% 0 3 A, 3 MEN 126-3 `a> I N 0 7 WOMEN 125-7 3!a° = 1'-0" �9 T_ I I , f (V LIv r TI T9 x qtv --- - T9 - x �- 12 N I I `a> I N 0 7 WOMEN 125-7 3!a° = 1'-0" �9 T_ I I , f (V LIv r TI T9 x qtv --- - 12 MEN 126-4 \ -�- 7 - I I CJ (V MEN 126-4 \ -�- 7 - Til I 14 < LIv r TI 11 T71 I/ MEN 126-4 \ -�- 7 - Til I 14 < LIv O 11 T71 I/ -�_ / I 4 _ - TS _ T91% 1E`,, ---- �lo - CD 4 16 LT— �3/ 5 1'-6" 8 A6.2 5 MEN 126-5 i I 14 < LIv O 11 T71 I/ -�_ 5 MEN 126-5 LIv O 11 T71 -- -�_ / I 4 _ - _ T91% 1E`,, ---- �lo - CD O 5 MEN 126-5 / .r A.\ ol 0—i WOMEN TECH LAV. 140-13 14 WOMEN TECH LAV. 140-14 15 WOMEN TECH LAV. 140-15 16 WOMEN TECH LAV. 140-16 318" LIv O 11 T71 -- -�_ 4 — = - _ / .r A.\ ol 0—i WOMEN TECH LAV. 140-13 14 WOMEN TECH LAV. 140-14 15 WOMEN TECH LAV. 140-15 16 WOMEN TECH LAV. 140-16 318" 1'-6" 8 MEN TECH LOCK/RESTRM. 139-18 3/8" = 1'-0" 21 TECH BREAKRM. 138-21 3/8 1-0 a I N A6.0 23 O 11 T71 -- -�_ 4 — = - _ T91% 1E`,, ---- �lo - CD O __----_ -- cv 12 — 6 o // -- 1'-6" 8 MEN TECH LOCK/RESTRM. 139-18 3/8" = 1'-0" 21 TECH BREAKRM. 138-21 3/8 1-0 a I N A6.0 23 MEN TECH LOCK/RESTRM, 139-19 3/8" = 1'-0" 25 A6.0 22 1R,ECEPTION - 103 INTERIOR ELEVATION KEY NOTES -- HANDICAP ACCESSIBLE TOILET AS SCHEDULED ON PLUMBING PLAN. O 20 WALL MOUNTED URINAL AS SCHEDULED ON PLUMBING PLAN. �3 HANDICAP ACCESSIBLE LAVATORY AS SCHEDULED ON PLUMBING PLAN. LAVATORY AS SCHEDULED ON PLUMBING PLAN, �J TOILET AS SCHEDULED ON PLUMBING PLAN. 6oDOOR AS SCHEDULED. TOILET PARTITION, @<i TECHNICIAN LOCKERS SUPPLIED AND INSTALLED BY GC. '_11-1, WALL"BILES-REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3,0, 10 REFER TO PLUMBING SCHEDULE ON SHEET P2.0. G 11 FOR MILLWORK DETAILS SEE SHEET A6.2. G 12 ARMAFLEX INSULATION AROUND DRAIN PIPE. 13 BRACING WITH PLASTIC LAMINATE FINISH, 14 BASE AS SCHEDULED. 15 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED, CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 16 LAMINATE FINISH, REFER TO FINISH SCHEDULE ON SHEET A3,0. 17 1" W. REVEAL W/ STAINLESS STEEL PLASTIC LAMINATE FINISH REFER TO FINISH SCHEDULE ON SHEET A3.0 AND SHEET A6.2, 18 SOLID SURFACE COUNTERTOP AND BACKSPLA� SAH. 8` 19 3/4" PLYWOOD WITH LAMINATE FINISH. TOILET ACCESSORIES SCHEDULE T1 "BOBRICK" MODEL No: B-2860 SURFACE MOUNTED ROLL -PAPER -TOWEL DISPENSER, CONSTRUCTED OF TYPE -304 22 GA,, STAINLESS STEEL WITH SATIN FINISH. TOUCH FREE, PULL TOWEL MECHANISM. T2 ASI 2000 SOAP DISPENSER T3 GAMCO' TTD-2 SURFACE MOUNTED TOILET TISSUE DISPENSER OR EQUAL. MOUNT CLEAR OF STALL DOOR SWING, T4 "GAMCO" ND -1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL OR -Q.UAL_. = ---. T5 �! NOT USED L4� , T6 STAINLESS BUILT IN TRASH CHUTE WjIM, 8" ROUND OPENING, 2" MIN. HIGH T7 24"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR T8 1-1/2" DIA, X 42" LONG GRAB BAR. T9 1-1/2" DIA X 36" LONG GRAB BAR. r1 42"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR Til MIRROR WITH MOLDED WOOD FRAME, WIDTH OF BASE CABINET HEIGHT IS --� BOBRICK MODEL No: B-3644 RECESSED WASTE RECEPTACLE, TYPE -304 S.S. SATIN FINISH ALL EXPOSED SURFACES. —� SAN JAMAR MODEL No: T1300TBK TEAR -N -DRY CLASSIC ELECTRONIC TOUCHLESS_ ROLL TOWEL DISPENSER, BLACK. 14 "BOBRICK" MODEL No: B-279 SURFACE MOUNTED WASTE RECEPTACLE 6" DEEP "ASI" MODEL No: 0332 LAVATORY MOUNTED SOAP DISPENSER — "BOBRICK" MODEL No: B-275 SURFACE MOUNTED WASTE RECEPTACLE 12 1/2"" DEEP — 1© "ASI" MODEL No: 9343 SURFACE MOUNTED SOAP DISPENSER Ti "ASI" MODEL No: 20363 SURFACE MOUNTED SOAP DISPENSER INTERIOR ELEVATION KEY NOTES Xo REFER TO SHEET A6.2 FOR KEY NOTES RECEPTION - 103 3/8" = 1'-0" RECEPTION - 103 3/8" = V-0" 25 RECEPTION - 103 3/8" S DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE { )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 —11 r� Z O Ln O 4 U w O __----_ -- — _ — 6 o // -- LD w i a l433 << < N O N � - Q til CJ O ''n' MEN TECH LOCK/RESTRM, 139-19 3/8" = 1'-0" 25 A6.0 22 1R,ECEPTION - 103 INTERIOR ELEVATION KEY NOTES -- HANDICAP ACCESSIBLE TOILET AS SCHEDULED ON PLUMBING PLAN. O 20 WALL MOUNTED URINAL AS SCHEDULED ON PLUMBING PLAN. �3 HANDICAP ACCESSIBLE LAVATORY AS SCHEDULED ON PLUMBING PLAN. LAVATORY AS SCHEDULED ON PLUMBING PLAN, �J TOILET AS SCHEDULED ON PLUMBING PLAN. 6oDOOR AS SCHEDULED. TOILET PARTITION, @<i TECHNICIAN LOCKERS SUPPLIED AND INSTALLED BY GC. '_11-1, WALL"BILES-REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3,0, 10 REFER TO PLUMBING SCHEDULE ON SHEET P2.0. G 11 FOR MILLWORK DETAILS SEE SHEET A6.2. G 12 ARMAFLEX INSULATION AROUND DRAIN PIPE. 13 BRACING WITH PLASTIC LAMINATE FINISH, 14 BASE AS SCHEDULED. 15 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED, CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 16 LAMINATE FINISH, REFER TO FINISH SCHEDULE ON SHEET A3,0. 17 1" W. REVEAL W/ STAINLESS STEEL PLASTIC LAMINATE FINISH REFER TO FINISH SCHEDULE ON SHEET A3.0 AND SHEET A6.2, 18 SOLID SURFACE COUNTERTOP AND BACKSPLA� SAH. 8` 19 3/4" PLYWOOD WITH LAMINATE FINISH. TOILET ACCESSORIES SCHEDULE T1 "BOBRICK" MODEL No: B-2860 SURFACE MOUNTED ROLL -PAPER -TOWEL DISPENSER, CONSTRUCTED OF TYPE -304 22 GA,, STAINLESS STEEL WITH SATIN FINISH. TOUCH FREE, PULL TOWEL MECHANISM. T2 ASI 2000 SOAP DISPENSER T3 GAMCO' TTD-2 SURFACE MOUNTED TOILET TISSUE DISPENSER OR EQUAL. MOUNT CLEAR OF STALL DOOR SWING, T4 "GAMCO" ND -1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL OR -Q.UAL_. = ---. T5 �! NOT USED L4� , T6 STAINLESS BUILT IN TRASH CHUTE WjIM, 8" ROUND OPENING, 2" MIN. HIGH T7 24"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR T8 1-1/2" DIA, X 42" LONG GRAB BAR. T9 1-1/2" DIA X 36" LONG GRAB BAR. r1 42"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR Til MIRROR WITH MOLDED WOOD FRAME, WIDTH OF BASE CABINET HEIGHT IS --� BOBRICK MODEL No: B-3644 RECESSED WASTE RECEPTACLE, TYPE -304 S.S. SATIN FINISH ALL EXPOSED SURFACES. —� SAN JAMAR MODEL No: T1300TBK TEAR -N -DRY CLASSIC ELECTRONIC TOUCHLESS_ ROLL TOWEL DISPENSER, BLACK. 14 "BOBRICK" MODEL No: B-279 SURFACE MOUNTED WASTE RECEPTACLE 6" DEEP "ASI" MODEL No: 0332 LAVATORY MOUNTED SOAP DISPENSER — "BOBRICK" MODEL No: B-275 SURFACE MOUNTED WASTE RECEPTACLE 12 1/2"" DEEP — 1© "ASI" MODEL No: 9343 SURFACE MOUNTED SOAP DISPENSER Ti "ASI" MODEL No: 20363 SURFACE MOUNTED SOAP DISPENSER INTERIOR ELEVATION KEY NOTES Xo REFER TO SHEET A6.2 FOR KEY NOTES RECEPTION - 103 3/8" = 1'-0" RECEPTION - 103 3/8" = V-0" 25 RECEPTION - 103 3/8" S DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE { )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 —11 r� Z O Ln CONTRACT DATE: MAY 6, 2011 Ln U rl- 00 .. o U r �I 'Q • z ry W z Z Q U ZCL� C i� O V c� = LO z LO C) O W r0 0 • O z z z= �a vi o �� ? LL V) W d' O INTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.0 O 4 U w O LD w a _ < << < N O N � Q til CJ O ''n' dam' tf] CONTRACT DATE: MAY 6, 2011 Ln U rl- 00 .. o U r �I 'Q • z ry W z Z Q U ZCL� C i� O V c� = LO z LO C) O W r0 0 • O z z z= �a vi o �� ? LL V) W d' O INTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.0 A, ;< ' y" 100% \ CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 F.V. A6.2 \ / A6.2 A6.2 \ RETAIL ARTS/ SS -1 24 SS -1-1 24 i8 \ / SS -1 24 SS -1 24 s` -s t/4" \ A6.1 28 N 4 A6.1 CASHIER / ';r` `—' \ ! SS -1 24 25 " U /- \, \ SS -1 24 25 t1 \ ` , -�' t� 3 � / tDlac. G �z q ✓ \ 42ry wv1 11 10 7- - G M - 5 21 / \ M R6 EQ. PACES 41 / D � 0 s CV ` w• ^ / \ /�8 z Z / a a a a 'a ui\ N C,4 WV1 5 19 M-5 21 III II a N o N F.V. F.V. �n 1 RETAIL PARTS CASHIER 147 PLAN VIEW 2 RETAIL PARTS CASHIER 147-2 3 RETAIL PARTS CASHIER 147-3 4 RETAIL PARTS CASHIER 147-4 V31 IN 03/8" i 8 ST -7 WV'I 5 19 A6.2 w z 0 J. WJ, OW TO ISEJ'VICE D T. , G- �L�,�_ 12 ;SE WIN"DCJW.:'SCHEDUL q 13 / 7 B25 AV` 2 2 -• 24 25 10 10 A6,1 8 2M EQ 12 12 1cm 5 21 2- Z8-\ WV1 9 4,_n„ WV1 198 5 -0 2'-6° 3'-3" ���� J� -, --/,i ,� 4 EQ. SPACES LAV 105 PLAN VIEW (:D!3 LALAVMEETING TRAINING BREAK RM MEETING TRAINING BREAK RM -12 CUSTOMER WAITING SERVICE VIEW _„_ ,„ _„_ ��/8” = 1'-0” 318” = 1'-0" 3!8" = 1-0 3/8' - 1'-0' 1 /4 - 1 -0 3/8 - 1-0 3/8 - 1'-0" - I----- 12 ``L, Aj c+)_� Lui -- - ADJUSTABLE y O -------- - --- -- --- -��,� ___ - T- - - ------ - -- -- _ -- _ _—_------ __�_ _ _ SHELVES W OD,VENEER + .��- \ - - _ _- = D 73R5_ 0_N TOUCH ------EQUAL _�.. -7 1-- --EQUAL- -- -- -- --- -. �- ' —_- - --.. `= �- - __ - .. = . _ -Z�Ca Sl'�RMGS _ =_• ._ _ _ N �.•. WD 1 - ---_- __ - --- _�� A6.1 WV'I V--�_� —��- - - - T-- ---- ------�_- --- - - - - ----------- .� x ! r e _-'AL 1— - -- —- - ------�- ---- s. - 1 EA : �-r--- -rr-- -- � - -,-,- r -r- � I LCLF�AR __-- E - 11 BE7 E N DOORS •"'" I ---- — �_____ --- � � SEt�PER'ATE ,GLAS -rr- -r _.__r___ \ j ' � A6.1 ---- --- - --- -r L — DING;1'ANELS X77- P, 0 1DE LOCKS CUSTOMER -- J CORRIDOR WAITIN - _ ---- - -- _ -_ ----- ------ --- - --------- _ _ _I 1 r-�----�------_ , — �-El I -` i� T iv MEDIA WALL - - 71 - - ._ -- ----- - -- ----- T ._ �:_ - -- -- ----1----- WD 1 - --� ART DISPLAY -4, L-7- _. 12'-13/4. CUSTOMER WAITING 152 A CUSTOMER WAITING 152-14 CUSTOMER WAITING 152-15 i ;r C� 13 1/4" = 1'-0" 1 `t 3/8" 3/8" = 1'-0" `_ _ ' C7 A6.1 CONTRACT DATE: 18 MAY 6, 2011 co 4 4 33 4 4 A6.2 A6.2 SIM A6.2 SIM A6.2 j 21 ELEC RECEPTACLE, A6.1 17 2O A6.1 TYP. z U � SS -3 24 SS -3 24 SODA, COFFEE HAND SINK SS -3 24 SS -3 24 19 WV1 SS -3 24 2 M-5 `•'� o pISP. DIPS. 26 U ti N N N 1 g TRASH CHUTE SODA 1 -2 - - --- 1 -21' BEV. 27 -� �\ I r , / ; - - L� r �' • �,'s COFFEE 'COOLER - - — - ry — IIIJJJ DISI'S. BELOW DISP. o / c cQ I I LTJ CNTR. _ _ - 1 V- �' - - - - rn ro 3 :'i 12 (n 5 WV1 m ro I W Z r 5 WV 1 ' z F I 1 i.� Y� CV - - - �BE. I - LLI : z V ,. .,< 7 1 1 , 2 W 6 CO4 I I 1 Z V LE Q r ! 41 J 8 M - 2'1 5 1 _ W 41 '--� M - 5 21(D Q_ M-5 21 M-5 21 19 WV1 �' 3'-0" 2'-0" M 5 21 8'-3" 1'-9" 2'-0 3/4" 5'-O 114" 1'-91. 1'-9" 6'-2" Lo Lo 0) O Lu �'+ CAFE 150 PLAN VIEW CAFE 150-17 CAFE 150-18 1 CAFE 150-19 CAFE 150-20 Y3/ AFE 150-21 0 3/8" = 1' 0" 3/8" = 1'-0" 3/8" = 1'-0" 20 3/8" = 1'-0" 8" = 1' 0" C.� 0 �_ o Z �.vi 0ryo LIL Li CL ~CD `/ 6 Z �� `✓ .� w o NMIa Ln .. a f V y/ - N A6.1 24 23 A6.1 26 I 12 KEY (VOTES CD 3 N A6.1 27 I i SS -1 rte,-•'� \ \• I 1 c 4 1 4 GX REFER TO SHEET A6.2 FOR KEY NOTES ai I N 2 25 ` N -� Q9 O BILLING/ ,' ACCOUNTING I PRINTER 1 IN y f I I III 14 I � I % 118 I AK SPACE 0 d \ o PARTS BIN III PARTS BIN I '� PARTS BIN I � 12 �'.:, '. o II -- - - - -- LAMINATE/SOLID SURFACE SCHEDULE 23 , INTERIOR ELEVATIONS XX -X REFER TO SHEET A3.0 FOR FINISH SCHEDULE m c ; s'-11 3/s" DRAWN DESIGNED BY: o F.V. CHECKED BY: JOB NO. TECH PARTS COUNTER 153 TECH PARTS COUNTER 153-23 TECH PARTS COUNTER 153-24 Y BILLING ACCOUNTING BILLING ACCOUNTING BILLING ACCOUNTING 2011-21 G 2 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF o 3/8" = 1'-0" 3I8" = 1'-0" �� 1/4" = 1'-0" 26 3/8" = 1'-0" 27 3/8" = V-0" SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SHEET NO. z COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT Ao. WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND�i PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. rV 3s ..9 031 SECTION 4" SECTION t 0 C ELEVATION SECTION i� SECTION It I N I 2 —6" SECTION i �i V31 = 1' 1 Q 31 SECTION 13 SECTIO N 3/4 1 -0 d - c M 5 SECTION KEY NOTES 01 WIRE PULL, 2Q 1/4" WIDE x 1/2" DEEP HORIZONTAL REVEAL. PLASTIC LAMINATE FINISHED DRAWER W/ LOCK, CHASE WALL FOR ELECTRICAL ACCESS, RUN GRAIN HORIZONTALLY MATCH RECEPTION DESK. (D LAMINATE FINISHED DRAWER. MICROWAVE, BY OWNER. REFRIGERATOR, BY OWNER. O DOOR AS SCHEDULED. 10 WOOD BLOCKING AS REQ'D. 11 3/4" PLYWD, W/ LAMINATE SURFACE. 12 5/8" THK. WHITE ADJUSTABLE MELAMINE SHELVES. 13 1 "x4" WOOD CONTINUOUS, 14 5/8" THK. WHITE MELAMINE INTERIORS. (BOXES) 15 1/2" THK. WHITE MELAMINE DRAWER STOCK. 16 LINE BORING FOR ADJUSTABLE SHELVES, PROVIDE STEEL SHELF SUPPORT CLIPS. 17 2"x4" WOOD FRAMING. 18 2"x4" WOOD BASE, 19 CABINET DOOR. 20 BRUSHED STAINLESS STEEL COUNTERTOP. 21 BASE MATERIAL 22 MULTI—USE HAND SINK, REFER TO PLUMBING PLAN, 23 BRACING WITH PLASTIC LAMINATE FINISH, 24 SOLID SURFACE COUNTERTOP. 25 SOLID SURFACE BACKSPLASH, 26 STAINLESSB ILT IN TRASH CHUTE W/'RIM, 6" ROUND 8 OPENING, 2" MIN. HIG 27 1/4" WIDE x 1/2" DEEP VERTICAL REVEAL. 28 ELECTRICAL / DATA OUTLETS. FIELD COORDINATE LOCATIONS. 29 LAQUERED WOOD FRAMED MIRROR, 30 PLUMBING FIXTURE REFER TO PLUMBING PLANS, 31 QUICK PARTS BINS SUPPLIED BY OWNER. VERIFY OPENING SIZE IN CABINET WITH QUICK PARTS BIN VENDOR, PRIOR TO FABRICATION, 32 UNDERCOUNTER REFRIGERATOR BY OWNER, "U -LINE 2175 R ECHELON" 5.7 CU. FT. BUILT IN UNDERCOUNTER REFRIGERATOR OR EQUAL. 33 COFFEE MACHINE BY OWNER, VERIFY SIZE AND CLEARANCE REQUIRED. 34 KLWOR, BY GC.v 35 STRIP LIGHT UNDER CABINET. 36 1x3 TRIM FINISH AS ADJOINING SURFACE. 37 3/4 PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 38 GRAPHIC PANEL BY OTHERS, BOTTOM AT 50" A.F.F. 39 WOOD LAMINATE FINISHED SURFACE. 40 DISPLAY UNIT AND SHELVES BY OTHERS, TOP OF WALL MOUNTING BRACKET AT 39 A.F.F. FIXINGS TO FIT VENDOR'S WALL BRACKET MOUNTING REQUIREMENTS. WALL SUBSTRATE AND FIXINGS TO BE ABLE TO CARRY THE WEIGHT OF THE DISPLAY UNIT. (155 LBS) 41 "AMEROCK" 128 mm PULL SKU # 8P19541 CSG9 42 PENCIL DRAWER. -- LAMINATE/SOLID SURFACE SCHEDULE XX—X REFER TO SHEET A3.0 FOR FINISH SCHEDULE Ki n-rC ALL CABINETRY PLANS AND DETAILS ARE INTENDED TO EXPRESS THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL SUBMIT DETAILED PLANS FROM THE CABINET MAKER TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. S DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE DJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. F 0% ION DOC'S. — 9— 1 11 z 0 z a cn w 0 DATE: MAY 6, Q. c� V j U01 U I � r, 0 a Z c)::Q N I • z w Z z ILL W Z z a y ¢ Q rl' L :.. N N W Cn r- 0 0 0 to V • o Z z r� Li vi O ^ L Z CONTRACT DATE: MAY 6, 2011 c� V j ZI.` U I � r, 00 a Z c)::Q N I • z w Z N W Z z g rl' O W Cn r- 0 0 0 to V • o Z z r� Li vi O ^ L Z U- W ^L V J d C7 INTERIOR ELEVATIONS, SECTIONS, DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.2 7 Ilk 6P-819 rH 2 le rH 2"� H2 A5.3 ril 1� 4- (H /H 2 LLI Z 0 CL V (D o "00 000 ',e 00 00 CO00 00 z 0 "13 ni, 0 (D 4( _4 A5,3 A5.3 z Lj EQ. PANELS 3'-0" 3 -EQ. PANELS 2 -EQ. PANELS S -O" 2 -EQ. PANELS 31-0" 3'-0" 2'-8 1/2" 4 OF 5 -EQ. PANELS S -O" 1 OF 5 -EQ. S-0); 71 ol 1 .1 -1 I PANELS 9'-3 3/8" 13'-5 5/8" g, -O" 5-9 1/2" 191-01, e- I cc 0 c'd TYPE W1 TYPE W2 TYPE W3 TYPE W4 TYPE W5 TYPE W6 TYPE W7 TYPE W16 F & I SALES DEALER OFFICE PREP MGR SERVICE ADVISORS SERVICE MANAGER SALES (�H5 SALES MANAGER ('-H �2 7A 5-.3-) DEALER OFFICE A7 65 WARRANTY (H5 I�V3 A "53 rH 2_� rH 2'� (H �2 FIRE SHUTTER A5.3 A5.3 FIRE NUTTER Y) FIRE SHUTTER 4� Lj N 00 00 00 z 00 J6 4.j. i i'! ;(H �2 rJ7 0 u1. A5.3A5.314L. V 70"ca cD o o: Lo rjf� J2 00 00 10 Q,� 4'- 8" 11'-4" 3 -EQ. PANELS 7'- 4" *4 a', ��' a G3 f Y�/ (�) 1 OF 4 -EQ. V-0" 3 OF 4 -EQ, PANELS(b (Z2 -EQ. PANELS t2p-O)p 3P -O" 6 -EQ. PANELS PANELS 17'-2 3/4" 91-101, 7'-0" 22$-0" F.V. TYPE W8 TYPE W9 TYPE W10 TYPE W11 TYPE W12 (2 REQ1D) TYPE W13 TYPE W14 TYPE W15 TYPE W17 SALES MANAGER SERVICE ADVISORS CUSTOMER WAITING CUSTOMER WAITING PARTS MANAGER VESTIBULE VESTIBULE SERVICE MGR NEW CAR DELIVERY H2 INTERIOR GLAZING A5.3 SCALE: 1/4' =11 rH 2"\ 4 00 00 4; 00 6 , y 62'-4 1/2" 27'-5" (D\ 'r ' W QS ri 4o 3 3 3 Q 10 /0 Q 2 3)-001 2 -EQ. PANELS 2 -EQ. PANELS 4 0 4)-Ool 4 -EQ. PANELS I , - 1 3$-()Jj e- e- > 8'-2'p 8'-2)' F.V. 7r ;r F.V, �r 7 TYPE W27 TYPE W29 TYPE W18 TYPE W28 TYPE W30 NEW CAR DELIVERY • OFFICE OFFICE I L ---- ---- KEY NOTES 1/4" THICK CLEAR GLAZING, TEMPERED AS REQ'D BY CODE. FRAMING SYSTEM SHALL BE KAWNEER SERIES TRIFAB 400 WITH CLEAR ANODIZED r777n ALUMINUM FINISH. DOOR AS SCHEDULED. (DTYP' IN FEW C) -8 5/16 ^ I 17' 1/2" THICK, CLEAR BUTT ('LAZED GLASS PANELS, TEMPERED AS REQ'D, 00 00 BY CODE. FRAMING SYSTEM SHALL RECEIVE CLEAR ANODIZED ALUMINUM FINISH, /z Z/ 07, X E�3 i.e 3/8" THICK CLEAR GLAZING, TEMPERED AS REQ'D BY CODE, FRAMING 3 SYSTEM SHALL BE KAWNEER SERIES TRI FA 450 WITH CLEAR ANODIZED ALUMINUM FINISH, CURTAINWALL KAWNEER SERIES 1600 OR EQUAL WITH CLEAR ANODIZED ALUMINUM FINISH. 3/8" THK, CLEAR GLAZING TEMPERED AS REQUIRED BY CODE, IN H.M. 11- J IN lo 7'-0" A4- FRAME CONTRACT DATE: DOOR TO BE KAWNEER SERIES 350=IR WITH CLEAR ANODIZED ALUMINUM MAY 6, 2011 TYPE W31 TYPE W32 FINISH, 62'-5 15/16" 17'-8 5/16" 9'-7 1/8" BILLING/ACCOUNTING BILLING/ACCOUNTING -7 OLDCASTLE CLEAR GLASS( PATTER�N��EDO RALL 89'-9 3/8. NOMINAL THICKNESS 1 '3/1 , I OLDCASTLE CW844 FRAMING 7111 SYSTEM, CONSISTING OFF: m j 1. OUTBOARD LITE: c 7 a) 1/4" STARPHIRE WITH CUSTOM IREDI 00 TYPE W19 b) WHITE LINE SILKSCREEN ON # 2 SURFACE, z uj V) FEATURE GLASS WALL (FGW) o) 0 2, 1/2" ARGON FILLED (GRAY SILCONE) 0 Z -, 0 1 H3 H3 3. INBOARD LITE: 7 Or_ N I A5.3 A5.3 a) 1/4" SOLARBAN 72 ON STARPHIRE ON #3 SURFACE. z z 4. �__j WHERE POSSIBLE ALL SEALANT USED FOR GLASS PANELS (.D Lu V) SHOULD MATCH DOW -CORNING 795 GRAY OR 995 CRAY. uj z L) Lu Z >: Lu J3 /J3 5. SETTING BLOCKS: 74 z 10'-1 1/4" ALL SETTING BLOCKS TO BE COMPATIBLE WITH SEALANT TO OL 8P-8" PREVENT DISCOLORATION, lo (D co C) Lo LO CURTAINWALL: CW644 3%8 7/16" ALUMINUM 4 -SIDED STRUCTURAL SILICONE GLAZE CURTAIN WALL FULLY FABRICATED FROM THE :5 0) 0 MANUFACTURER FOR GLAZING SUBCONTRACTOR INSTALLATION. r- 0 71 7 0 (D c; Z(0 Z A 00 Z ------ vi 00 _j J4 m 100 rj3 --/CONTRACTOR L L L -2A AS SPECIFIED ON (0 KEYNOTE No: 8 ABOVE USED IN KAWNEER CURTAINWALL 1600 %a) C4, STRUCTURAL SILICONE GLAZED (SSG) CURTAINWALL 4 4 LU 0 X /7\ S3 4 8p 'U5 /7N Ln 8-8'p ---------- S7 S7 M1 s'-4" 53 A5.3 GENERAL NOTES 1/4' 6'-0" 2'-0" 1, FEATURE GLASS WALL/CURTAIN WALL/STOREFRONT MANUFACTURER SHALL PROVIDE CURTAINWALL DESIGN TO WITHSTAND 100 MPH WIND LOAD. SPECIFIC WIND LOAD REQUIREMENTS SHALL BE INTEGRAL IN THE CR WINDOW FRAMING SYSTEM. REFER TO STRUCTURAL DRAWINGS FOR CLADDING WIND LOADS, INSTALL FASTENERS AND BLOCKING PER DESIGN TYPE W20 TYPE W21 TYPE W22 TYPE W23 TYPE W24 TYPE W25 TYPE W26 ENGINEER'S REQUIREMENTS. ENGINEERED CURTAINWALL SYSTEM SERVICE DRIVE TECH BREAK ROOM PREP. MANAGER SALES SHOWROOM LOBBY VESTIBULE DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, 0 ARCHITECT AND BUILDING DEPARTMENT FOR APPROVAL PRIOR T FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN co ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL EXTERIOR/INTERIOR WINDOW ELEVATIONS 2. FEATURE GLASS WALL/CURTAINWALL/STOREFRONT MANUFACTURER EXTERIOR GLAZING SHALL FIELD VERIFY ALL OPENING SIZES PRIOR TO FABRICATION. SCALE: 1/4"=V-0" DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF L7\ Z I 7l17 SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SHEET NO. COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT z WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND A8.0 PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 11. 9 2012 4 N V-4 1-4 q m x X ....... ................... . 7 E-1 a 711 m 4 0 Q 3/4" Z A ,J P-1 SUPPLY WATER PIPING PLAN SCALE: 1 /8"=1'-0" ti T- - - --- ----------- 2tp F--170 12 `,/ 'X' CL —4 --D V 2" 1, X -3/4" n Purn x X L 2" _L nF(x I X X X 3/4,. x plur-q . X P 1.1 rr, Tras X I 2 x" — ---------- �x x ��w o? jxx 1 3/4" Purri x 2" cartl 3/4" CW DN TO SERVICE BAY x: TrCs CABINET (TYP.) X x A x TSll x x L L Funs2" /4" x x Pi,ir 7 3/4" -------------- (Ij- �a t PTT h Ai X B J Pum 3/4" F F -7g C3 4 DN Dad, (-3/4 C) ID 7. 7 q: P /T2 7/1 -- — - — — — — — — `77 3/4"—/ f P--- 172 /4/ 1 112'7 3 ID Ili d LLI M'� 7777 1 -7 dL I )d Tz� _0 < 1411 X, -4 3/4" x a �,l D ,so li Y. 1 1 /2 3/4L X 1� 0 1 I X A 49 M -TT I X < E 101 FE F7 /TD X —7 I a7 k. 0 (1110*1 3/4" CW DN TO 4 - SERVICE BAY Xd 7 CABINET (TYP.) 0-=== j1 p 1 72" CW----::: L 1" HW j 3/4" HWR 77- 4 3 �P-2�:)I 'K, --- O 0 X IN 1/2" F– 174 X J C-) 1/2" CW HW DN TYP. P-� FP 78 1 /2j' —P—""—1 77 3/4" 3/4" FP -7-2 'X" PARTIAL ENLARGED PLAN SCALE: 1/4" = l'—O" PLUMBING PLAN LEGEND WASTE PIPING SW VENT PIPING VENT VENT THRU ROOF VTR HOT SUPPLY WATER HW COLD SUPPLY WATER CW HOT WATER RETURN HWR 1 / DN rx I n - r r- r- 14%-/ 1 L ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U, WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. PARTIAL ENLARGED PLAN SCALE: 1/4" = l'—O" rT� PARTIAL ENLARGED PLAN �P2.0 / SCALE: 1/4" = V–O" )l CW iW DN W DN —41F T PARTIAL ENLARGED PLAN SCALE: 1/4" = l'—O" 3/4" CW DN THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONTRACT DATE: MAY 6, 2011 z 00 �o (y) 0 cr- z l< 0 -j Ld z WLL (t) z Lu >� LLj < z 73 CL 0 00 C) ZLo uiO Z Z =d z < ce 0 L) rj CL U) o SUPPLY WATER PIPING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. ft�� 91ni2l t", All All KU U 1�CFM 1 8n�U r«1n U 1 A AD -4 150 FM Boo CFM oil 8"O. -Ill all "a AMA ' Al Al 50 CFM/FT. 200 CFM EA. TOTAL TYP 81 Cl I ED 01 01 CA cli All C Fl 100 All All KU U 1�CFM 1 8n�U r«1n U 1 A AD -4 150 FM Boo CFM oil 8"O. -Ill all "a AMA --- 600 CFM � AD -9 ' 7 325 CFM , ' Al 325 Cl TOTAL 00 CFM 81 Cl 10P C Fl 1213 Al 325 CFM TOTAL zo AD -9 400 C FM x Al 315 CFM TOTAL TAL 1; --- 600 CFM � AD -9 ' 7 325 CFM , TAL 7/o -- 12V b �C a r t. 24��r � ` 4� ��� ' / / | / ,/ ��'�UU�| |� . | LJ�f]| NNU UK�| |�����/ �L�-QU>¥| 1 '�~t� � 125 CFM) -AD 325 CFM c\1 60 TOTAL TOTAL co 3700 CF� Al AD -1 �TT 10,10 225 CFM 225 CFM T TU1-1 26"x`1411 Al 8.10 0 UT U2-3 CT AD -2 CT 450 CFM LL It 825 CFM 500 CFM 14" EXHAUST UP WALL All Al THROUGH ROOF TO 825 CFM BLOWER 12"0 t Al AM -2 b200 Cl 260 F 00 Al 2-0 > EXHAUST SYSTEM 24!'X12" Pu—nIp FLOOR 560 Cl P -u Trn-p P8-0 RECEPTACLE (TYP.) Al 400 CFM Al 200 CFM 71 b Al bl� 200 CFM L y cort IX 8"o Al 1125 CFM / An D"24 500 / CFM x,25 .. =/ All/ otn / 00 «u��8/ || � TOTAL, / / � | ----- | -�& _ . ~-' ' 125 Fm-���� 0 CFM RA �I - | ' r� 300 | Trp > | / / ) ---- ----- ,40-4 Pun 60 125CFM 125 CFM v �2 Nl� 625 CF o 0.10 All C14 Al X 325 CFM 56ECFMLEI to C14 C4 LT 125 CFM AD -1 4 -bo 125 Cl b AD -1 325 125 CFM AD -2 0.10 8.10 ELL, mm All 8110 300 CFM 850 AD -1 8110 00 CFM 8110 12"x`12" 1110 8"o Dl 0110 AD -1 AD -1 All All 300 CFM 300 CFM 300 CFM imi 125 CFM :1, M m AD -1 125 CFM ' /| 0 y=|| / 3050 CFM �o / / / -�� // / �� ON. <x. i i AD- 1 200 CFM EF -5 FcT 4500 CFM RA 200t 10 / . 14`-�XHAUST UP WALL THRO�Gli ROOF TO BLOWER 11 m m .| 275 Cl ao Al Al 500 C FM 100 CF in . . 150 CFM 550 CFM ON /C01 I N.8-10 Al � ..150 Cl 50 Cl 200 Cl CA - 1300 CFM - - Al-- ' --' 00 CF��| �� / --- �w | 4�� 160 Cl �p --' / F����FM -------~-/ / ` ����� | ^ 2*Y25000 Cl""u� r AD -2 / / OTAL, TYP. V1400 CFM � r/�Ti | UJ 41 g |300 Cl 400 CFM 10 4 LOO Cll 11 AD -1 8110 8"0 CDA 0 1Al 8X8 EA DUCT yl x" 25 CFM 2 Fm - 50 F 00 Cl mp AD -1 Al 77 INN 44 Ll 150 6"x 1 a' T T ON ROOF (TYP.) REF -2 125 CFM 175 CFM V 00 CFl Al S--�q 8�-OE AD -1 �jrl�) T06 Al AD -1 4CGY 40'00" z", L4O O� 49'x3O" 225 Cl 225 CFM 4250 4250 Cl 1 4250 QFM 9 X�472250 CFM m 111 111 -�� HVAC -LAN - ---����MT�� .x^-/ .���/�-_/ � \ l ) UNLET LOUVER SHALL BE LOW WITH BOTTOM OF LOUVER AT 8"A.F,F 0SHAR8E LOUVER SHALL BE HIGH WITH A MINIMUM DISTANCE OF 10'-0" MEASURED FROM TOP OF LOW LOUVER. BOTTOM OF DUCT OPENING SHALL BE WITHIN 12°A.F.F. \�� �� PROVIDE MATCHING BLANK OFF SECTION BETWEEN OPERABLE LINEAR AIR DEVICES,~~ LENGTHS AS REQUIRED TO PROVIDE CONTINUOUS SLOT PATTERN. PROVIDE A MINIMUM OF 4-O, " OF STRAIGHT DUCT AT TERMINAL UNIT INLET, AND ~~ 4'-0" CLEARENC[ ON HEATER ACCESS SIDE PER NEC. TYP. (5}�� DROP DUCT DOWN AND ROUTE IN CEILING CAVITY OF BRIDGE. ��� DUCTWORK TO BE INSTALLED HIGH ON WALL ON SECOND FLOOR. PARTS STORAGE TO ~- HAVE OPEN GRATE FLOOR FOR THE DROPPING OF SUPPLY 4|R TO FIRST FLOOR AND RETURN AIR RISE TO RTU. PROVIDE 3-WAYSUPPLY AIR PATTERN. O0 NOT DIRECT SUPPLY AIR AT THERMOSTAT. =~ MOUNT AC -1 ON WALL OF TEL/DATA ROOM. ROUTE 3/4^ CONDENSATE TO MOP SINK - IN JAN/CLOSET. CONNECT REFRIGERANT LINES TO CU -1 ON ROOF. / �uJ PROVIDE STATIC PRESSURE SENSOR DOWNSTREAM OF MEDIUM P & V DUCT. SEE ~~~ CONTROL SEQUENCE FOR FURTHER INFORMATION. 10 LOCATE RTU ZONE THERMOSTATS WHERE SHOWN. PROVIDE REMOTE SENSING OF 0 fw 8LVM|mVM VMlLR VENT Up TO ROOF CAP WITH [F-4 IN UNE BOOSTER FAN. > | THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. ' LL It 825 CFM 500 CFM 14" EXHAUST UP WALL All Al THROUGH ROOF TO 825 CFM BLOWER 12"0 t Al AM -2 b200 Cl 260 F 00 Al 2-0 > EXHAUST SYSTEM 24!'X12" Pu—nIp FLOOR 560 Cl P -u Trn-p P8-0 RECEPTACLE (TYP.) Al 400 CFM Al 200 CFM 71 b Al bl� 200 CFM L y cort IX 8"o Al 1125 CFM / An D"24 500 / CFM x,25 .. =/ All/ otn / 00 «u��8/ || � TOTAL, / / � | ----- | -�& _ . ~-' ' 125 Fm-���� 0 CFM RA �I - | ' r� 300 | Trp > | / / ) ---- ----- ,40-4 Pun 60 125CFM 125 CFM v �2 Nl� 625 CF o 0.10 All C14 Al X 325 CFM 56ECFMLEI to C14 C4 LT 125 CFM AD -1 4 -bo 125 Cl b AD -1 325 125 CFM AD -2 0.10 8.10 ELL, mm All 8110 300 CFM 850 AD -1 8110 00 CFM 8110 12"x`12" 1110 8"o Dl 0110 AD -1 AD -1 All All 300 CFM 300 CFM 300 CFM imi 125 CFM :1, M m AD -1 125 CFM ' /| 0 y=|| / 3050 CFM �o / / / -�� // / �� ON. <x. i i AD- 1 200 CFM EF -5 FcT 4500 CFM RA 200t 10 / . 14`-�XHAUST UP WALL THRO�Gli ROOF TO BLOWER 11 m m .| 275 Cl ao Al Al 500 C FM 100 CF in . . 150 CFM 550 CFM ON /C01 I N.8-10 Al � ..150 Cl 50 Cl 200 Cl CA - 1300 CFM - - Al-- ' --' 00 CF��| �� / --- �w | 4�� 160 Cl �p --' / F����FM -------~-/ / ` ����� | ^ 2*Y25000 Cl""u� r AD -2 / / OTAL, TYP. V1400 CFM � r/�Ti | UJ 41 g |300 Cl 400 CFM 10 4 LOO Cll 11 AD -1 8110 8"0 CDA 0 1Al 8X8 EA DUCT yl x" 25 CFM 2 Fm - 50 F 00 Cl mp AD -1 Al 77 INN 44 Ll 150 6"x 1 a' T T ON ROOF (TYP.) REF -2 125 CFM 175 CFM V 00 CFl Al S--�q 8�-OE AD -1 �jrl�) T06 Al AD -1 4CGY 40'00" z", L4O O� 49'x3O" 225 Cl 225 CFM 4250 4250 Cl 1 4250 QFM 9 X�472250 CFM m 111 111 -�� HVAC -LAN - ---����MT�� .x^-/ .���/�-_/ � \ l ) UNLET LOUVER SHALL BE LOW WITH BOTTOM OF LOUVER AT 8"A.F,F 0SHAR8E LOUVER SHALL BE HIGH WITH A MINIMUM DISTANCE OF 10'-0" MEASURED FROM TOP OF LOW LOUVER. BOTTOM OF DUCT OPENING SHALL BE WITHIN 12°A.F.F. \�� �� PROVIDE MATCHING BLANK OFF SECTION BETWEEN OPERABLE LINEAR AIR DEVICES,~~ LENGTHS AS REQUIRED TO PROVIDE CONTINUOUS SLOT PATTERN. PROVIDE A MINIMUM OF 4-O, " OF STRAIGHT DUCT AT TERMINAL UNIT INLET, AND ~~ 4'-0" CLEARENC[ ON HEATER ACCESS SIDE PER NEC. TYP. (5}�� DROP DUCT DOWN AND ROUTE IN CEILING CAVITY OF BRIDGE. ��� DUCTWORK TO BE INSTALLED HIGH ON WALL ON SECOND FLOOR. PARTS STORAGE TO ~- HAVE OPEN GRATE FLOOR FOR THE DROPPING OF SUPPLY 4|R TO FIRST FLOOR AND RETURN AIR RISE TO RTU. PROVIDE 3-WAYSUPPLY AIR PATTERN. O0 NOT DIRECT SUPPLY AIR AT THERMOSTAT. =~ MOUNT AC -1 ON WALL OF TEL/DATA ROOM. ROUTE 3/4^ CONDENSATE TO MOP SINK - IN JAN/CLOSET. CONNECT REFRIGERANT LINES TO CU -1 ON ROOF. / �uJ PROVIDE STATIC PRESSURE SENSOR DOWNSTREAM OF MEDIUM P & V DUCT. SEE ~~~ CONTROL SEQUENCE FOR FURTHER INFORMATION. 10 LOCATE RTU ZONE THERMOSTATS WHERE SHOWN. PROVIDE REMOTE SENSING OF 0 fw 8LVM|mVM VMlLR VENT Up TO ROOF CAP WITH [F-4 IN UNE BOOSTER FAN. > | THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. fl A P% 1/ A e" r r% M /1 1-1 rT1'l r% 1 1 8 1 7T r r� I l r r% 1 1 1 r rHl.l�/`1L7LL! r\UUF 1 Ur_ LiML I Jl.l ILUULL Tag Nominal Tons (tan) Refrigerant Manufacturer Model Supply AirFlow (cfm) ESP (in.WC) TSP (in.WC) Supply Fan (hp) Supply Fan (bhp) RPM (rpm) Outdoor Air Flow (cfm) Outdoor DB (°F) EAT DB (°F) EAT WB (°F) Total (Btuh} Sensible (Btuh) LAT DB (F) LAT WB (F) ARI EER ARI SEER ARI IEER Humiditrol Outdoor (') SERVICE -PURGE Humiditrol Moist (lb/hr) Humiditrol LAT DB (°F) Humiditrol LAT WB ('F) Electric Heater (kW) Voltage System MCA (amp) System MOCP (amp) Supply Fan FLA (amp) System FLA (amp) Total Weight (Ib) Outdoor Sound Rating Notes RTU -1 12.5 R-410 Lennox LCH15OS4B 5000 0 1 8 QO 3 0.375 �(J 95.0 78.0 67.0 1 6075 104078 57.7 57.2 11. DRIVE - 11 2 BELT '�� DIRECT BELT - SPEED RPM 460V 3Ph 30.0 35 7.6 30.0 1346 88 - RTU -2 5.0 R -410A Lennox LCH1$OH4B 670 0. 5 0.7 „5.00 1,3� 809 1000 95.0 77.E X65.8 182523 14022 57.7 56.7 12.Q 14 1/2 x 14 1/2 13.5 N/A 6 x 6 14 1/2 x 14 1/2 4 LOCATION ROOF -SALES 6 V P 39.Q 45 7.6 36.8 22$2 3 1-18 RTU -3 7.5 R -410A ox 92H4B 3000 0.75 1.05 2.00 1.38 MANUFACTURER 4 Q 95,0 77.6 6 9250 22 � 56.4 12.7 12.9 7.6 65.2 59.2 22.5 460V 3Ph 39.0 4 3,4 18,2---') 2 1-18 RTU -4 12.5 R-41 OA Lennox LCH15OS4B 4400 0.75 1.51 3,00 2.98 11043 1350 95,0 80.2 69.1 147433 97625 59.1 58.5 11,0 OUT 11.2 91.0 80.0 65.7 59.2 30.0 460V 3Ph 52.0 60 4,8 27.2 1288 88 1-18 RTU -5 12.5 R -410A Lennox LCH15OS4B 5000 0.75 1.72 5.00 3.98 1123 800 95.0 80.0 67.0 146900 116051 58.0 57.4 11,0 IN 11,2 91.0 CFM 80.0 66.5 60.0 30.0 460V 3Ph 55.0 60 7.6 30.0 1403 88 1-18 RTU -6 4.0 R -410A Lennox LCH048S4T '1450 1 0.50 0.77 0.75 0.51 1016 150 95.0 76.8 65.8 48401 33513 55.0 54.5 12.5 15.0 TOTAL 91.0 CFM 80.0 73.3 62.0 15.0 460V 3Ph 25.0 25 1.6 9.1 741 75 1-18 RTU -7 12.5 R-41 OA Lennox LCH150S4B 5000 0.75 1.72 5.00 3.98 1123 500 95.0 76.7 65.7 144625 107587 56.4 56.0 11,0 11.2 91.0 80.0 66.5 60.0 45.0 460V 3Ph 78.0 80 7.6 30.0 1405 88 1-19 RTU -8 12.5 R -410A Lennox LCH150S4B 5000 0.75 1.72 5.00 3.98 1123 500 95.0 1 76.7 65.7 144625 107587 56.4 56.0 1 11.0 1 11,2 91.0 80.0 66.5 60.0 45.0 460V 3Ph 78.0 80 7.6 30.0 1405 88 1-19 RTU -9 12.5 R -410A Lennox LCH15OS4B 1 5000 0.75 1.72 5.00 1 3.98 1123 500 95.0 76.7 65.7 1446251 107587 56.4 56.0 11.0 11.2 91.0 CFM 80.0 66.5 60.0 45.0 460V 3Ph 78.0 80 7.6 30.0 1405 88 1-19 IN 5000 CFM OUT NOTES: 1, BASIS OF DESIGN: LENNOX MODEL LCH 2. PROVIDE A PLASTIC DRAIN PAN, SLOPED TO MEET DRAINAGE REQUIREMENTS OF ASHRAE 62.1. 6, PROVIDE TWO (2) SET OF 2" MERV 8 FILTERS 10. PROVIDE COIL GUARDS. 14. PROVIDE A FACTORY INSTALLED NON-FUSED DISCONNECT SWITCH 3. PROVIDE VERTICAL SUPPLY AND VERTICAL RETURN. �"'�' .-�� 7, PROVIDE A FACTORY INSTALLED BELT AUTO TENSIONER 11. PROVIDE FACTORY INSTALLED HUMIDITROL (HOT GAS REHEAT). LIQUID SUB -COOLING IS NOT 15, PROVIDE 14" ROOF CURB, FOR RTU -6,7,8,9, AND 18" ROOF CURB FOR RTU -1 THRU RTU -5 4. PROVIDE FACTORY INSTALLED ELECTRIC HEAT WITH SINGLE POINT POWE {EXCEPT RTU -1, RTU -2), 8, PROVIDE HINGED ACCESS PANEL ACCEPTABLE. AND RAWAL DEVICE FOR CAPACITY MODULATION. 16, PROVIDE A PHASE VOLTAGE MONITOR -FACTORY 5• PROVIDE FOIL FACED INSULATION. 9, PROVIDE FACTORY INSTALLED AND FIELD WIRED 115V CONVENIENCE OUTLET. 12. PROVIDE FIELD INSTALLED HUMIDITY SENSORS. 1 YAR EXTE D OMPRESSOR PARTS ONLY WAR NTY. 13. PROVIDE A MOTORIZED OA DAMPER FACTORY INSTALLED 18. P OVG IDE B�CN TOIi11JNl ATIO 19, PROVIDE A STEP DOWN COMBINATION SUPPLY/RETURN AIR DIFFUSER - FIELD MOUNTED P"%/1 1 A 1 10"T r A A l A"I '%1 11 P 1 1 1 !� CAfl/HUJ I I -HIV ZDk_,rICVULC MARK EF -1 EF -2 EF -3 EF -4 EF -5 NOTES MANUFACTURER - GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK TITUS PAS -AA MODEL - GB -091-4 CUBE 300-20 S2 -16-417-A4 DBF4XLT GB -081-4 ACRYLIC SERVICE TOILET RMS. SERVICE -PURGE COMP. RM. CLOTHES DRYER LOCKER ROOMS 12 X 12WHITE TYPE - CENTRIF, CENTRIF. UPBLAST PROP INLINE CENTRIF. ALUM, EXHAUST AIR CFM 500 8500 1300 153 200 EXHAUST EXT. STATIC PRESSURE IN. H2O 0.75 0.5 0,50 0.375 0.50 AD -6 MOTOR Bhp/ hp 0.13,/ 1/4 2.02/ 2 0,30/ 1/4 83W/ 0.73A 0.06/ 1/4 OPPOSED BLADE DAMPER DRIVE - BELT BELT DIRECT DIRECT BELT - SPEED RPM 1386 665 1750 2800 1170 TITUS ML -39 SONES - 8.5 17.5 18.7 N/A 5.7 76.Q INTERLOCK - RTU -3 FUME MONITOR THERMOSTAT DRYER UNIT RTU -6 19 ELECTRICAL V/0 120/ 1/ 60 460,/ 3/ 60 120/ 1/ 60 120/ 1/ 60 120/ 1/ 60 MCA ROOF OPENING - 14 1/2 x 14 1/2 32 1/2 x 32 1/2 N/A 6 x 6 14 1/2 x 14 1/2 RETURN LOCATION ROOF -SALES ROOF -SERVICE COMP. S.WALL PREP./LAUNDRY ROOF LOCKER RMS. 13 NOTES 1-9 1-9 3, 4, 5, 6, 9 2, 10 1-9 LBS. NOTES: 1. PROVIDE SOUND ATTENUATED ALUMINUM ROOF CURB STARTERS AND BACKDRAFT DAMPER FOR ROOF MOUNTED EXHAUST FANS. 2. EXHAUST FANS SHALL BE WIRED SUCH THAT THEY RUN CONTINUOUSLY WITH RESPECTIVE AIR HANDLING UNIT OR AS INDICATED HEREIN. 3. FOR PURPOSES OF FIRE CONTROL ALL FANS ARE TO BE INTERLOCKED WITH AIR HANDLING UNIT INDICATED ON SCHEDULE. IF AIR HANDLING UNIT IS SHUT DOWN BY THE CONTROL SYSTEM, THE RESPECTIVE EXHAUST FANS SHALL SHUT DOWN. 4. EXHAUST FANS SHALL BE PAINTED A COLOR SELECTED BY THE ARCHITECT. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS/INFORMATION, A TY 1 r1 IT /^ r n r1I I r 1 1 1 1 MiM UCViLC .7%,XICUULC 6. PROVIDE SOLID STATE SPEED CONTROLLER MOUNTED ON EXHAUST FAN FOR ALL DIRECT DRIVE FANS. 7. SOUND INSULATE ALL EXHAUST FANS THAT HAVE A SONE LEVEL OF 10.0 OR GREATER. 8. ALL CLASS 1, DIV. 1 ROOMS SHALL HAVE EXPLOSION PROOF EXHAUST FANS. 9. SEE DIV 16000 FOR DISCONNECTS. 10. PROVIDE 4" 0 GOOSENECK DISCHARGE 12" ABOVE ROOF. MARK TYPE MATERIAL SIZE FINISH MFR. & MODEL N0, NOTES ACCESSORIES AD -1 SUPPLY ALUM. 24 X 24 CRY A5G TITUS PAS -AA 32" X 24" OSD BLADECOLLAR PEGOLDJROUND AD-2 RETURN ALUM. 24 x 24 ACRYLIC TITUS PAR -AA O OPPOSED BLADE DAMPER AD -3 SUPPLY ALUM. 12 X 12WHITE ACRYLIC TITUS PAS -AA 2 ROUND NECK COLLAR OPPOSED BLADE DAMPER AD -4 SUPPLY ALUM, SEE PLAN FOR SIZE 7RT7 ACRYLIC TITUS 301 RS _ OPPOSED BLADE DAMPER AD -5 EXHAUST ALUM. 24 x 24 ACRYLIC TITUS PAR -AA O OPPOSED BLADE DAMPER AD -6 EXHAUST ALUM, 12 x 12A HITS TITUS PAR -AA O OPPOSED BLADE DAMPER AD -7 RETURN ALUM, EE PLAN SIZE 1�FOR ACRYLIC TITUS 350 RL - OPPOSED BLADE DAMPER AD -8 SUPPLY ALUM. SEE PLAN FOR SIZE W ACRYLIC TITUS ML -39 16 INTEGRAL BALANCE DAMPER 1,500 0.04 1 00 0 76.Q 10.0 SUCTION TEMP. 2 1 66, 4, 5 54, 19 59,55,48,43,41,3 , RTU -3 CONDENSER FAN NO./RLA EA F-1 MCA 14 SUPPLY MAX FUSE SIZE AMPS NOTES: OUTLETS TO BE OF SIZE TO FIT 2X2 CEILING GRID O WITH REQUIRED ACCESSORIES FOR HARD CEILING P1 1 11 / C r1 C` f'^ " C r% 1 1 1 c L%JU V LL 11 Jt.l IL.LJULL 9 WITH REQUIRED ACCESSORIES FOR WALLS @ 48" AND 60" LONG, 1" SLOT, 3 SLOT, INSULATED INLET PLENUM WHERE SHOWN ON PLANS. MARK - L -1A THRU L -1D L-2 L-3 SERVICE - INTAKE OUTDOOR AIR INTAKE OUTDOOR AIR EXHAUST LOCATION - E.WALL SERVICE S.WALL COMP. RM S.WALL COMP. RM SIZE L X H (INCHES) 48" X 48" 32" X 24" 24" X 24" FREE AREA S.F. 8 2.5 2 AIRFLOW CFM 4250 1300 1300 MANUFACTURER - GREENHECK GREENHECK GREENHECK MODEL - ESK SERIES ESK SERIES ESK SERIES MATERIAL - ALUMINUM ALUMINUM ALUMINUM MAX AIR P.D. (IN H20) 0.15 0.15 0.15 NOTES: 1. COLOR BY ARCHITECT 2. ANODIZED FINISH 3. BIRD SCREEN 4, MOTORIZED DAMPERS / A r%T A f%1 r A T19 \ /r'%1 1 111Ar nP1\/ /'^/" 1 Ir1_%1 11 r Vh\Rl!-IULL MIM VULUI"IL OVA 0%.oi ILUULL Tag Model Size Max Primary CFM Min Primary CFM Total SPD in wq Heat/Fan CFM EAT F LAT F EH Cap kW Steps Htr Vol t Phase Inlet SP in w Dis NC Dis PWL 2-7 Rad NC Rad PWL 2-7 TU -1-1 SDR 19 5,000 2,500 0.25 2500 55,0 74.3 15.0 3 460 3 1 20 72,70,72,70,69,65, 32 66,62,62,51,45,39, TU -2-1 SDR 12 1,700 850 0.02 850 55.0 75.4 5.5 2 277 1 1 15 62,62,61,58,55,52, 20 56,53,51,44,39,34, TU -2-2 SDR 14 2,000 1 0 .0 1000 55,0 ENVIRO-AIR 6.5 2 277 1 1 15 63,61,59,55,54,5 17 47 4 3,37 TU -2- SDR 16 3,0 1,500 0.04 1 00 0 76.Q 10.0 SUCTION TEMP. 2 1 66, 4, 5 54, 19 59,55,48,43,41,3 , RTU -3 CONDENSER FAN NO./RLA EA 1/0.8 RIA MCA 14 SUPPLY MAX FUSE SIZE AMPS 20 RETURN ELECTRIC SERVICE V/PH/HZ 120/1/60 NOTES 1. BASIS OF DESIGN IS ENVIRO-TEC. 2. FIELD MOUNTED CONTROLS PROVIDED AND INSTALLED BY CONTROLS CONTRACTOR IN FIELD 3. PROVIDE HEATER WITH AUTO RESET PRIMARY TEMPERATURE LIMIT, SECONDARY HIGH LIMITS, AIRFLOW SWITCH, 80/20 NICKEL -CHROMIUM ELEMENTS, AND FUSING PER UL AND NEC. 4• PROVIDE MANUAL RESET SECONDARY LIMIT 5. PROVIDE NON-FUSED DOOR INTERLOCKING DISCONNECT. 6. PROVIDE 3/4 -INCH FOIL FACED INSULATION. 7. PROVIDE SINGLE POINT POWER CONNECTION. & NOISE CRITERIA RATED IN ACCORDANCE WITH ARI STANDARD 880 AT 1.0" STATIC PRESSURE AT TERMINAL INLET. z>ru I Z) TZ-) I CIYI Z)k r1CUULC-LJUtI. I LC:7Z) AIR HANDLING UNIT DATA MARK MODEL AC -1 MAX DRIVE OUTPUT CURRENT COOLING CAPACITY -TOT. BTUH 12,000 DIMENSIONS COOLING CAPACITY-SENS. BTUH 8,500 DANFOSS SUPPLY AIR CFM 400 460/3/60 OUTSIDE AIR CFM 0 11 STATIC PRESSURE (IN. W.C.) EXT. 0.3 VLT-HVAC MOTOR H.P. 8.2 16 WATTS YES ENTERING AIR TEMPERATURE (DB/WB) DEG. F 80 / 67 1-7 ELECTRIC HEAT KW/STEPS N/A FILTER / % 1/35 IN ELECTRICAL SERVICE V/PH/HZ 120/ 1/ 60 OUT UNIT MCA AMPS 14 UNIT WEIGHT LBS. 35 MODEL NO. 600Q KWCA12A0 MANUFACTURER 5000 ENVIRO-AIR SERVICE TEL/DATA CONDENSING UNIT DATA MARK CFM CU -1 REFRIGERANT R -410A EXFILT. AMBIENT TEMPERATURE DEG. F. 95 TOTAL SUCTION TEMP. DEG.F. 45 COMPRESSOR NO./RLA EA 1/9.9 RTU -3 CONDENSER FAN NO./RLA EA 1/0.8 RIA MCA 14 SUPPLY MAX FUSE SIZE AMPS 20 RETURN ELECTRIC SERVICE V/PH/HZ 120/1/60 SYSTEM SEER ARI 13 EXHAUST UNIT MCA AMPS 14 UNIT WEIGHT LBS. 120 EXFILT, MODEL NO. HS26-024 KWCA12AO TOTAL MANUFACTURER CFM ENVIRO-AIR NOTES: 1. NO HEAT REQUIRED - DO NOT INSTALL ELECTRIC HEATER 2. PROVIDE WITH PLASTIC NON -CORROSIVE DRAIN PANS. 3. PROVIDE ROOF EQUIPMENT RAILS & HURRICANE HOLD DOWN STRAPPING PER DETAIL. VARIABLE FREQUENCY DRIVE SCHEDULE 1. TERMINAL UNIT IDETIFICATION EXAMPLE: TU - I - I BOX SEQUENCE No. RESPECTIVE ROOFTOP UNIT No. MARK,/SERVICE MANUFACTURER MODEL HP MAX DRIVE OUTPUT CURRENT VOLTS/PH/HZ MANUAL 3 -CONTACTOR BYPASS FUSED DISCONNECT DIMENSIONS WEIGHT (LBS) NOTES VFD-1/RTU-1 DANFOSS VLT-HVAC 5.0 8.2 460/3/60 YES YES 7.6 x 8.8 x 31.7 11 1-7 VFD-2/RTU-2 DANFOSS VLT-HVAC 5.0 8.2 460/3/60 YES YES 7,6 x 8.8 x 31.7 11 1-7 EXFILT. TOTAL 5000 CFM IN 5000 CFM 'v�.L K*l 1. PROVIDE DAN FOSS/GRAHAM VLT-HVAC VERTICAL CABINET CONSTANT SPEED MANUAL BYPASS WITH DRIVE/OFF/LINE/TEST SWITCH WITH FUSED DISCONNECT AND NEMA ENCLOSURE, 2. PROVIDE INTEGRATED TWO SETPOINT PID CONTROLLE, AUTOMATIC ENERGY OPTIMIZATION, AUTOMATIC MOTOR ADAPTATION, AUTOMATIC SWITCHING FREQUENCY MODULATION, DIGITAL VOLTAGE VECTOR CONTROL, AND A RUN PERMISSION CONTACT. 3. PROVIDE DRIVE IMPEDANCE FUSING AND BYPASS FUSING. 4. PROVIDE UNDERVOLTAGE PROTECTION FOR BYPASS OPERATION. 5. PROVIDE START UP SERVICE BY MANUFACTURER'S REPRESENTATIVE, 6. PROVIDE 5 YEAR PARTS AND LABOR WARRANTY. 7. PROVIDE BACNET COMMUNICATION CARD, �zL A Tf9 P7 A l A hIf! r r IPA RA A 1'1\/ /'1111 u/-11../'11V�.L JUI.11.1�1111 RTU - U w SUPPLY 5000 CFM RETURN 4150 CFM EXHAUST 850 CFM d EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT RTU -2 SUPPLY 600Q CFM RETURN 5000 CFM EXHAUST 1000 CFM EXFILT. TOTAL 6000 CFM IN 6000 CFM OUT RTU -3 SUPPLY 3000 CFM RETURN 2600 CFM EXHAUST 400 CFM EXFILT, TOTAL 3000 CFM IN 3000 CFM OUT RTU -4 SUPPLY 4400 CFM RETURN 3050 CFM EXHAUST 1350 CFM EXFILT, TOTAL 4400 CFM IN 4400 CFM OUT RTU -5 SUPPLY 5000 CFM RETURN 4200 CFM EXHAUST 800 CFM EXFILT, TOTAL 5000 CFM IN 5000 CFM OUT RTU -6 SUPPLY 1450 CFM RETURN 1300 CFM EXHAUST 150 CFM EXFILT. TOTAL 1450 CFM IN 1450 CFM OUT RTU -7 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT, TOTAL 5000 CFM IN 5000 CFM OUT RTU -8 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT RTU -9 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT FHIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, :OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AN[ 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. _10 10% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 z 0 U w 0 d N aN 0 Z 0 cc 0 L�� N11. N a h Nz 1 W -� ' >0 fl LC �w W d L LI--' C-1 pin D CONTRACT DATE: MAY 6, 2011 co W d I ¢ oO Lu rl)N Z W/ u z W Z U) W z a C O CL J C) O= U0 W o C� o Z z = Z ryo CL z U) 0 HVAC SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. M2.0 W SITE POWER / SYSTEMS PLAN SCALE: 1" = 30' iL, -KEY NOTES U1 PROVIDE (2) 2" & (2) 4" PVC WITH PULL BOXES AND PULL WIRE PER TV/DATA/TEL/CO STDS. STUB UP 12" A.F.F. IN DATA 134. VERIFY PRIOR TO BID LOCATION WITH TELEPHONE COMPANY AND ANY CHARGES FOR PROVIDING SERVICE, U2 POWER COMPANY TRANSFORMER - PROVIDE SECONDARY SERVICE ENTRANCE PER SINGLE LINE DIAGRAM. VERIFY WITH FLORIDA POWER & LIGHT POWER COMPANY CHARGES AND PROVIDE ALL WORK REQUIRED TO PROVIDE SYSTEMS & POWER. �3 3/4" PVC TO DATA / TELEPHONE. G PROVIDE CONNECTION TO DUPLEX RECEPTACLE SITE LIGHT POLE PER DETAIL ON SHEET E0, 2. U5 VIA t 1404 LT WT 2NCL REMOTE SMNE1 �� "�'•'�^'"�� © PROVIDE CONDUIT FOR FUTURE CAMERA/SECURITY, SEE DETAIL ON SHEET EO.2 (POWER, DATA, CONTROL) ,) 1" MlkIC11 A 1 111P1-rcr —VLI1LI%I-1L 11 I CJ CONTRACTOR TO VERIFY ALL ON-SITE UTILITY LOCATIONS PRIOR TO INSTALLATION OF SITE POWER / SYSTEMS. ADDED SITE DUPLEX OUTLETS W/ CIRCUITS THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 Ld Cly LL Q C) 0� zi �. CONTRACT DATE: MAY 6, 2011 SITE POWER / SYSTEMS PLAN DESIGNED BY: _ DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. � Lo Z I-) LL r, �_j � o Z z W ``' W Z W Lu Q J V CL.: I 0 _ Ck3 � 7 L W C) _ � N O O z = z LLJ Lu Q o LL U) W �- o n SITE POWER / SYSTEMS PLAN DESIGNED BY: _ DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. � IGN JUNCTION k BOX (TYP) r" J VIA LCP #10 L-59 ^J CO ABOVE COUNTER DUPLEX RECEPTACLE 120V, 20 AMPERE RATING MOUNTED 44" A.F.F. $ SIMPLEX RECEPTACLE 120V. 30 AMPERE RATING MOUNTED 48" A.F.F. (UNLESS NOTED OTHERWISE), MAP DUPLEX RECEPTACLE 120V, 20 AMPERE RATING MOUNTED 18" A.F.F. C CEILING MOUNTED DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED FLUSH IN CEILING /SURFACE CEILING WHERE IS NOT FINISH CEILING, PROVIDE DISCONNECTS PER SHOP DRAWINGS, COORDINATE WITH SHOP TWO DUPLEX RECEPTACLES 120V, 20 AMPERE RATING MOUNTED IN TWO GANG BOX 18" A.F.F. (UNLESS NOTED OTHERWISE). WP DUPLEX RECEPTACLE 120V, 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A:F.F. (UNLESS NOTED OTHERWISE). ZO TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). 41 DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. v IG &KQ IG L -82.I IG PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. v OFFICE OFFICE TELEPHONE OUTLET O DATA/ TELEPHONE OUTLET 163] 162 -" \ ELECTRICAL FRACTIONAL HORSE POWER (HP) MOTOR, SEE MECHANICAL DRAWINGS. (NUMBER INDICATES HP). MD MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. L-84 CORR. '5 J -BOX TV OUTLET. ® 160 I TELEPHONE TERMINAL BOARD. 1/2" DEEP x 4' HIGH, WIDTH AS SHOWN. T ELECTRODE WITH #4/0 CU, BOND EACH TRANSFORMER TO THE GROUND CORR, 3 __-._-______-____.___, $M MOTOR RATED SWITCH 120 V (2M 161 $0 � Fv EQUIPMENT CONNECTION. FIELD VERIFY TYPE AND LOCATION WITH SHOP DRAWINGS, PROVIDE DISCONNECTS AS REQUIRED. TL PROVIDE 30 AMP 2 POLE TWISTLOCK MOUNTED PER DETAIL A,F.F. CO NEW CAR DELIVERY FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. LIFT OUTLET - 2 POLE 30 AMP`TOG6LE SWITCH MTD, ON CABINET SIDEWALL 0 18 A.F.F. UNLESS NCITED,QIHERWIL ' TWO DUPLEX RECEPTACLES FLOOR `'M00`I+Ttb'l� FF£ODND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. MAP MHS F 142 [__ WP OFFICE I OFFICE IG 164] [j66_5 L- $6 _ I I I I I I I I I I I I I I I I I I I I I I ❑I I I I I I I I I I I I I r- ES MGR.0- r S OWROOM E_ oK oIle -- ----_ -moo II I I ] 4- PAINTED TELEPHONE PANEL 4'H x VI/ x 1/2" THK, CDX. 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'�`" !-; (#10) I L-30 ' L-28 SERVICE RECE l 139 ] TO L-20 C C - r E�RVICE �+ S ,(#10) d OR, u _ 5-63,65 ( ,f (#10) (#10) (#10 (#10) I _ L- 6 L -1G CIcB4O L-72 (#1aj`4-.\133 ! + ' -,, +1 J J rAL-14Y'Y +1= co,zk C (#10) ~`a �; L-22 (#10)i - L J + r=_ (� (#10) S-67 T - L-24 ar 10) AR_ SE VI_ GR. „ 34``` I FN _. (#10) L-26 FV ,/ 1=43,45,47 i I I 3 " i ' I FV MHS WP i S-2 +48" l ~� PROVIDE DISCONNECTS AND STARTERS FOR ROOF WP C: ) 0 WP ^f EXHAUST FANS (STARTERS BY EQUIP, VENDOR) WP j K 3 M i' Nil CQ' , WP ---_.---------- ----------- ( _ I� FV: H1-32,34,36 W I H1=4 ,46 48 -- i 1 y` ysoJT (#10)I 1 G `,)� - CL L-38 .: ( JD �..r _-- ;,'- WET PREP 'I E-1 5-2 a w WPa o H1-25,27,29 a� S-12 --_ p (#10) ' !C (#10) L 40 RTU -9 _ �.-- --- f' S-24 J I' I c 8-18 S-20,22 C S 33 i' �;IJ� ' Lu u2 WP(L N S-26 jr S-32,34 DRY PREP H2.2 -91,P3,95 - (# 0) [ 153 rJ 5-30 a (#10) L-42 (#10) a!:>raal, � (#10) (#10} ) o� 5-38 }JuC ,n. S-28 L-44 i r> T _..... 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(#10) r - - -� - P ' S-54 / I j '� �� (#10) -I r 1\ S_5 <: _ S-70 +' ,� � .SUP I S ' P l� / (' M1 I ' p 1, +6 " 1'55 L154 RRTTU�s `.>� > :r (#10) - ' RM.) - 76 EF -76 S R 'CCE = - �] t IG - lWP ) 14� _ S-80,82 Z LAI TO.BF STU Rpn I Ip _ (#io)_ - - �� (#10) -- - ) - THROUGH F.F. @ 6" r ^�' � '-- --- - -- � �o � X �'�.� � 147] s-58 l i I s(#'k10�,.,`,!�l 1-14,18,18- F J �� ,dam XI )X-> _ raw (#10) ' ) S-87,89 v --w �'-�,` r6?�_,_ wp' - _ HI -5052,54 r #8 ( 5-88 llla_1 2a$V 7_ I t I S-103_ \ ` ✓ (Ir _,I' S-90,92 45°J Q Ilkgk (#s) ) 0 6- IRRIGATION n G Y o , � ' 3/a V 90 CONTROLLER -- \ I ---- - ]�, �I.. r 20A S-91 y CONTAINME T/ c (= ,I * ' f 72" G . g RESSQR 4 c 158 1 /f d S-96,98 L S-97,99 L6 -20R �F o 0 o r Lo ;ti 1 H1-19,21,23 RTU -7 i <� ( � l (#8) MENS•.I" H -LOW - b o S-100 }.ion` / ) ; I _ ... n, LrOCKER8s(, :I / VOLTAGE t /';^` WO NTC RE TRM. w CONTROL a.�. (�jT ,' E -1 } WIRE �)S- 04 / ) \ (#10) �( I ,-(x#10) +1 s" L_I <D `� s 106 j / H1-32,34,36 H1-31,33 35 �`� -'Q'" •.. (�,,j/ S-105,107 13% VD, 233' (#8) (#8) (#8) (#8) S-68 S-66 5-64 % 5-85 �/2\ � I ��.; 3% VD, 233' >- - /`" ` BREAK R r------------------------------- ( 1 \ 15-1-7 • 3 AllM1IS r: -" WP +48" Wp ` IVV I L ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. FAN SCHEDULE - BIG ASS FAN MODEL NUMBER PFX16 POWERFOIL XTM 16 FT TYPE OF FAN CEILING TYPE OF FOIL POWERFOIL XTM MOTOR 1.5HP VRIABLE SPEED, 460V FOIL LENGTH 63 INCHES WEIGHT 338 LBS. MAX. AIR DISPLACEMENT 162,831 CFM 0 MAX SPEED MAX. SPEED 63 RPM MAX. AMP 2.8 0 480V NOTES: A. VERIFY EXTENSION TUBE LENGTH (2'-0" FOR PFX-16 ) & MOUNTING BRACKET W/ MANUFACTURER PRIOR TO ORDERING, B. SUPPLY W/ POWERFOIL AIRFOILS & WINGLETS. C. SUPPLY W/ WALL MOUNTED CONTROL PAD FULLY INTEGRATED W/ THE ONBOARD CONTROL. D. SUPPLY W/ C -FACED MOTOR & HERMETICALLY SEALED GEARBOX. E. SUPPLY W/ FACTORY INSTALLATION & CORRESPONDING 10 -YEAR, NON -PRORATED PARTS WARRANTY & 1 YEAR FULL LABOR, F. CONTACT BIS ASS FANS @ 877-244-3267 FOR PRICING INFORMATION & FACTORY INSTALLATION SCOPE OF WORKS. MINIMUM FAN PLACEMENT REQUIREMENTS: 1. BOTTOM OF FAN SHOULD BE AT LEAST 10'-0" A.F.F. 2. FAN SHOULD BE AT LEAST 2'-0" AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTION. I-LCI.IMl%,e,HL JTI"IDVLZ) LCVCINJU CO ABOVE COUNTER DUPLEX RECEPTACLE 120V, 20 AMPERE RATING MOUNTED 44" A.F.F. $ SIMPLEX RECEPTACLE 120V. 30 AMPERE RATING MOUNTED 48" A.F.F. (UNLESS NOTED OTHERWISE), MAP DUPLEX RECEPTACLE 120V, 20 AMPERE RATING MOUNTED 18" A.F.F. C CEILING MOUNTED DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED FLUSH IN CEILING /SURFACE CEILING WHERE IS NOT FINISH CEILING, PROVIDE DISCONNECTS PER SHOP DRAWINGS, COORDINATE WITH SHOP TWO DUPLEX RECEPTACLES 120V, 20 AMPERE RATING MOUNTED IN TWO GANG BOX 18" A.F.F. (UNLESS NOTED OTHERWISE). DUPLEX RECEPTACLE 120V, 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A:F.F. (UNLESS NOTED OTHERWISE). ZO TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). 41 DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. zo TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. SIMPLEX RECEPTACLE 120V, 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" AF.F. (UNLESS NOTED OTHERWISE). IG PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. WP PROVIDE WEATHERPROOF LOCKABLE COVER FOR THIS RECEPTACLE. ♦ TELEPHONE OUTLET O DATA/ TELEPHONE OUTLET COMBINATION MOTOR STARTER DISCONNECT, SIZE PER MOTOR FURNISHED. VERIFY PER SHOP DRAWINGS OF EQUIPMENT, L DISCONNECT SWITCH WITH RATING, SEE PANEL SCHEDULE VERIFY W/ EQUIPMENT NAME PLATE, MOUNT 48" A.F.F, \ ELECTRICAL FRACTIONAL HORSE POWER (HP) MOTOR, SEE MECHANICAL DRAWINGS. (NUMBER INDICATES HP). MD MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. ❑T TRAPEZE MOUNTED TRANSFORMER, '5 J -BOX TV OUTLET. ® POWER PANEL - MOUNT 6'-6" A.F.F. TO TOP PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND TELEPHONE TERMINAL BOARD. 1/2" DEEP x 4' HIGH, WIDTH AS SHOWN. T ELECTRODE WITH #4/0 CU, BOND EACH TRANSFORMER TO THE GROUND SINGLE POLE SWITCH, 120V. 20 AMP RATING. MH 4 48" A.F.F. 3 3 -WAY SWITCH, 120 V. 20 AMP RATING. MH @ 48" A.F.F, $M MOTOR RATED SWITCH 120 V (2M CEILING MTD DUAL TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE $0 WALL MTD INFRARED TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE EQUIPMENT CONNECTION. FIELD VERIFY TYPE AND LOCATION WITH SHOP DRAWINGS, PROVIDE DISCONNECTS AS REQUIRED. TL PROVIDE 30 AMP 2 POLE TWISTLOCK MOUNTED PER DETAIL A,F.F. ® FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. LIFT OUTLET - 2 POLE 30 AMP`TOG6LE SWITCH MTD, ON CABINET SIDEWALL 0 18 A.F.F. UNLESS NCITED,QIHERWIL ® TWO DUPLEX RECEPTACLES FLOOR `'M00`I+Ttb'l� FF£ODND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. DATA/ TELEPHONE OUTLET FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. �--'-KEY NOTES CO O E.C. TO PROVIDE CONDUIT FROM SYSTEM DEVICES MAS 120V HOME RUN FLAMMABLE VAPOR SENSOR MAP SHALL BE FROM MAP. MHS Q2 PROVIDE DISCONNECTS PER SHOP DRAWINGS, COORDINATE WITH SHOP 0'-12" BELOW ROOF DRAWINGS PRIOR TO ROUGH -IN AND CONNECTION. STARTERS FURNISHED IN CONTROL PANEL WITH EQUIPMENT. MAKE POWER AND CONTROL CONNECTIONS TO ELECTRIC OPERATED OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. �4 MOUNT-O-UTLETS HIDDEN BEHIND WATER COOLER. 5 4; W/ PULL WIRE FOR TELEPHONE SERVICE. COORDINATE ,> TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH TELEPHONE CO, ® (2) 2" EC W/ PULL WIRE FOR CATV SERVICE, COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH CATV CO. Q EXHAUST FAN REMOTE VIA MOTOR STARTER CONTROL WITH HAND ON / OFF / AUTO SWITCH, LABEL SWITCH AS "GENERAL EXHAUST FANS" ® PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND ELECTRODE WITH #4/0 CU, BOND EACH TRANSFORMER TO THE GROUND BAR PER 250.30 AND EACH H PANEL TO THE GROUND BAR WITH #1//0 CU. ® UNDERCOUNTER HOT WATER HEATER. FUME MONITOR/ALARM LEGEND CO CARBON MONOXIDE SENSOR FV FLAMMABLE VAPOR SENSOR MAP MONITOR ALARM PANEL (5'-0" A.F.F. TO TOP) INTERLOCK TO OPERATE EXHAUST FANS & MOTORIZED INTAKE DAMPERS. MHS FUME MONITOR HORN STROBE ALARM (6'-0" A.F.F. TO TOP) FV 0'-12" BELOW ROOF FIN. FLOOR -- HONEYWELL FUME MONITOR/ALARM DEVICES r )LAMMABLE VAPOR CARBON MONOXIDE AND NITROGEN DIOXIDE MiTfN1017 AND WARNING SYSTEfd'(1ST LEVEL ALARM - STROBE & VENT FANS - 2ND LEVEL ALARM - HORN,) 3) CONTROLLER WITH NET CARD CONTROLLER WITH CONTROL RELAYS (MAP) 3 RELAY MODULE INDOOR STROBE ALARM MTD 80" AFF TO TOP (MHS) (*) CO REMOTE SENSOR MTD. 48" +/- 12" AFF (CO) () FLAMMABLE VAPOR SENSOR * PER PLAN, CONNECT TO OPERATE EXHAUST FANS AT ALL ALARM LEVELS, PROVIDE TIME DELAY OFF CONTROL RELAY. CONTACT WALTER GOLDING (813) 622-7000 (wgolding@processatt.com) DEVICE MOUNTING H EIGHTS MHS 6'-8" A.F.F. MAP 5'-0" A.F,F. CO 4'-0" A.F.F. (+/- 12") FV 0'-12" BELOW ROOF FIN. FLOOR -NEW CAR DELIVERY TO MAP CO MHS MAP FV CONNECT TO OPEN GARAGE DOORS ON ALARM DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT FTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ,JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. SI■IrIO ' ECONSTRUCT71ONDOIC'S. 0 E: a ol D o L� i C� CONTRACT DATE: MAY 6, 2011 LLJ Lc) Z I O) o V Q) ZQ� • `-'z LL LLI WN ED Z W Q O CL 0 U ui O • o Z d` POWER PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E1.0 TO -68, LIGHTING PLAN SCALE: 1/8"=l' -O' MEZZANINE LIGHTING PLAN SCALE: 1/8"=l' -O' y Nr -T IVV I CJ SHOWCASE LIGHTING WITH REMOVE BALLST-COORDINATE WITH ARCHITECT SHOWCASE DETAIL INCLUDED WITH THE TYPE S FIXTURE IS A 72" FLEXIBLE CONDUIT FOR CONNECTION TO THE REMOTE BALLAST LOCATED ABOVE THE GRID CEILING. (D TYPE H$ -SURFACE MOUNT REMOVE BALLAST TO ADJACENT VERTICAL WALL, - Ur-IVCK/'1L IVV I CJ 1. COORDINATE LIGHT FIXTURE HARDWARE WITH CEILING TYPE. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9 -21 -11 a p O r7 \ 0 uj 00 rn o Z �. �✓ p W " 'L Lf)W z U U zi CL © Q 4dD 00 W g �a � Ca C1 0 O Ci z _ Z ry Q o ^ Z u - O n J CJ - n O L F (17 1 < d - N N CONTRACT DATE: MAY 6, 2011 p O r7 \ uj 00 CONTRACT DATE: MAY 6, 2011 LIGHTING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E2.0 O 00 rn o Z �. �✓ p W " 'L Lf)W z �- Q U zi CL © Q 4dD 00 W g �a � Ca � 0 O Ci z _ Z ry Q o ^ Z u - O n LIGHTING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E2.0 CIRCUIT BREAKER TYPE 120/208V 3PH 4W FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10 K no I 88 1 61 1 79 1 54 1 78 77 LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 1 IG TO TERMINATE AT PANEL GROUND BUS MAXIMUM AMPS AMPS CONNECTED 156 MAX, MOTOR, LIGHTS 25% 6 CALC. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7� LOAD - AMPS BASE BID FIXTURE PHASE TYPE LOAD - AMPS WATTS VOLTAGE LAMPS CKT DESCRIPTION T P A B C a b c A B C P T DESCRIPTION CKT 1 R) 113 20 1 12 ESSENCIA ESADS-6— 28—C—ND— X MUST 2 ESSENCIA 6" SQ. DOWNLIGHT, 1 20 (R) ELEC RM 2 3 (R) 113 20 1 6 SSGCFF 120-525-30K X VERIFY 12 1 20 (R) 142 4 5 (R) 114 20 1 1 1 12 ESSENCIA ESADR-6— 28—C—ND— 1 X 1 MUST 1 9 1 20 (R) 136 6. 7 (R) 106 20 1 9 X SSGCWF 120-525-43K 6 ■ 1 20 (R) 147 8 9 (R) 107 20 1 9 SURFACE CLG. MTD. CANOPY MTD. X CREE TC38 W LRP38— 6 1 20 (R) 147 10 11 (R) 108 20 1 9 TRACK HEAD TRACK HEAD X 1OL-30K/12D—GU24 12 1 20 (R) WAIT 12 13 (R) 109 20 1 12 108 277 X CLG. RECESSED WALL WASH 10 1 20 (R) CAFE 14 15 (R) 111 20 1 3 -�� 54 277 X CLG. RECESSED ® 10 1 1 20 (R) CAFE 16 17(R) DEALER 20 1 12 X FLOURESCENT STRIP W/ 9 1 20 (R) LOBBY 18 19 (R) DEALER 20 1 9 H8 JUNO X 120 277 3 CLG. SURFACE MTD, 1 20 (R) LOBBY CLG 20 21 (R) REC 20 1 6 X 12 1 20 (R) 123 22 23 (R) WAIT 20 1 12 J JUNO X 55 277 6 1 20 (R) 137 24 25 (R) 134 20 1 9 RECESSED X 6 1 20 (R) 123 26 27 (R) WOMEN 20 1 9 X 9 1 20 (R 122 28 29 (R) ALCOVE 20 1 3 X K INDY 9 1 20 (R) 121 30 31 (R) ALCOVE 20 1 10 CR14-22L-40K-S 22 X 9 1 20 (R) 120 32 33 (R) 144 20 1 9 X 1 9 1 20 (R) 124 34 35 R) 144 20 1 m 9 moo■■■■®�■m�■va 1 X 1 RECESSED 6 1 20 142 CHID 36 37 (R) 144 20 1 9 WALL WASH :. X SSGCWF-120-525-30K 6 1 20 WET PREP 38 39 (R) 145 20 1 12 FLUORESCENT STRIP X NO LED ALTERNATIVE CU 6 1 1 20 DRY PREP 40 41 (R) 145 20 1 (2) 40W BIA;K �,000K 10 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT X CR22-20L-35K-S 22 6 1 20 DRY PREP 42 43 (R) 145 20 1 1 9 XI 1 6 1 20 DRY PREP 44 45 (R) 118 20 1 9 277 32W 4 PIN 3,000K X 1 R 6 1 20 SPARE 46 47 (R) 118 20 1 9 X ESCENT ELECTRONIC ALT 6 1 20 SPARE 48 49 (R) 112 20 1 9 DANALITE SP2 1800 -48 -25 -W -RE X 277 25W T6 3,000K 6 DISPLAY CASE PER PLAN 1 1 20 SPARE 50 51 (R) 115 20 1 12 JUNO SP2 1722 -05 -54 -W -LT 12 277 m 6 1 20 SPARE 52 1X 53 (R) SPARE 20 1 ESSENCIA 10" CYL. DOWNLIGHT 9 X PROTECTED PHILLIPS 6 1 1 20 SPARE 54 -1 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10 K no I 88 1 61 1 79 1 54 1 78 77 LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 1 IG TO TERMINATE AT PANEL GROUND BUS MAXIMUM AMPS AMPS CONNECTED 156 MAX, MOTOR, LIGHTS 25% 6 CALC. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K SECTION 2 1 18 1 11 1 6 1 1 50 1 36 1 48 1 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W - MAXIMUM AMPS AMPS CONNECTED 68 MAX, MOTOR 25% 4 CALC. LOAD 72 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11CL z 0 Ln o Li �= J J u- I >m 0 �w 0 C W of L, C 0 O Pin CONTRACT DATE: MAY 6, 2011 t� z 00 h wZ�� Z Gi Lu Z Q 0 z Q 0 _ C� ul C) '� o ! o w �- 0 ? = Z NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7� THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626(flop iccolo0junolightinggroup.com) 7 BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION ® r .. • 0000® WATTS VOLTAGE LAMPS MOUNTING ' 01 ©�0©00 SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED r - - • A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNO SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA ESADR-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" DOWNLIGHT, N � N ALT SSGCWF 120-525-43K ® ■ ■o�■mi■■®■■mom mi■®■■■®■■®■■moo■ 28 LED's, MEDIUM OPTIC C JUNO SP1 4850-01 45 277 • • SURFACE CLG. MTD. CANOPY MTD. C CREE TC38 W LRP38— 12 m ■■�®�■©ems®■em CREE TRUEWHITE TECHNOL OGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1OL-30K/12D—GU24 • ` TRACK PAR38 LED LAMP D JUNG SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH NO LED ALTERNATIVE CURRENTLY AVAILABLE m LD JUNO SP1 4321-01 -�� 54 277 1-54W T5 HO CLG. RECESSED ® m0���■©■■�■0� m1MI ©■■ MANOR m FLOURESCENT STRIP W/ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC / NO LED ALTERNATIVE CURRENTLY AVAILABLE BALLAST I J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8 MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA -ADR -8 -28 -C -MD- 52 RECESSED ESSENCIA 8" DOWNLIGHT, m vamp■■■©■■©��■m SSGCWF-120-525-43K 28 LED's, MEDIUM OPTIC - m, K INDY SP1 4327-01 115 277 (4) 28W T5 4,100K CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-S 22 CREE TRUEWHITE TECHNOLOGY ALT 1'x4ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS m ESSENCIA moo■■■■®�■m�■va 52 RECESSED ESSENCIA 8" DOWNLIGHT 28 FLOOD 3,OOOK WALL WASH :. SSGCWF-120-525-30K WALL WASH LED's, LENSED WALLWASH OPTIC P JUNO SP18794-01-8 120 277 (4) 32W 3,OOOK SURFACECLG BOX FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNO SP1 4332-01 80 277 (2) 40W BIA;K �,000K CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K-S 22 CLG. CREE TRUEWHITE TECHNOLOGY RECESSED 2'x2' ARCH. TROFFER R JUNG SP2 1796 -32 -05 -WH 23 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLUOR R CREE LR6-DR1000-GU24 12'5 'm • : • • m0■■moi■■©_�®© ESCENT ELECTRONIC ALT W / RC6 � DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K m DISPLAY CASE PER PLAN va■■■m■■©■■gym®m NO LED ALTERNATI E CURRENTLY AVAILABLE m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 m PENDANT 15 A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 1�i ■i 0 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT /7 ALT U -30K -525 -P -WH MOUNT DENIM EX` JUNO NXESB(�PI GAA 5 277 WITH UNIT WALL SUR ACE L ACE EDGELIT ■ • - ■�■a■�m■■■©■gym■■®o FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K SECTION 2 1 18 1 11 1 6 1 1 50 1 36 1 48 1 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W - MAXIMUM AMPS AMPS CONNECTED 68 MAX, MOTOR 25% 4 CALC. LOAD 72 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11CL z 0 Ln o Li �= J J u- I >m 0 �w 0 C W of L, C 0 O Pin CONTRACT DATE: MAY 6, 2011 t� z 00 h wZ�� Z Gi Lu Z Q 0 z Q 0 _ C� ul C) '� o ! o w �- 0 ? = Z NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7� THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626(flop iccolo0junolightinggroup.com) 7 BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION ® r .. • 0000® WATTS VOLTAGE LAMPS MOUNTING ' 01 ©�0©00 SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED r - - • A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNO SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA ESADR-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" DOWNLIGHT, N � N ALT SSGCWF 120-525-43K ® ■ ■o�■mi■■®■■mom mi■®■■■®■■®■■moo■ 28 LED's, MEDIUM OPTIC C JUNO SP1 4850-01 45 277 • • SURFACE CLG. MTD. CANOPY MTD. C CREE TC38 W LRP38— 12 m ■■�®�■©ems®■em CREE TRUEWHITE TECHNOL OGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1OL-30K/12D—GU24 • ` TRACK PAR38 LED LAMP D JUNG SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH NO LED ALTERNATIVE CURRENTLY AVAILABLE m LD JUNO SP1 4321-01 -�� 54 277 1-54W T5 HO CLG. RECESSED ® m0���■©■■�■0� m1MI ©■■ MANOR m FLOURESCENT STRIP W/ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC / NO LED ALTERNATIVE CURRENTLY AVAILABLE BALLAST I J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8 MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA -ADR -8 -28 -C -MD- 52 RECESSED ESSENCIA 8" DOWNLIGHT, ALT SSGCWF-120-525-43K 28 LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W T5 4,100K CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-S 22 CREE TRUEWHITE TECHNOLOGY ALT 1'x4ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS m ESSENCIA moo■■■■®�■m�■va 52 RECESSED ESSENCIA 8" DOWNLIGHT 28 FLOOD 3,OOOK WALL WASH :. SSGCWF-120-525-30K WALL WASH LED's, LENSED WALLWASH OPTIC P JUNO SP18794-01-8 120 277 (4) 32W 3,OOOK SURFACECLG BOX FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNO SP1 4332-01 80 277 (2) 40W BIA;K �,000K CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K-S 22 CLG. CREE TRUEWHITE TECHNOLOGY RECESSED 2'x2' ARCH. TROFFER R JUNG SP2 1796 -32 -05 -WH 23 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLUOR R CREE LR6-DR1000-GU24 12'5 'm • : • • m0■■moi■■©_�®© ESCENT ELECTRONIC ALT W / RC6 � DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATI E CURRENTLY AVAILABLE m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E 1 / PENDANT 15 A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 1�i ■i 0 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT /7 ALT U -30K -525 -P -WH MOUNT DENIM EX` JUNO NXESB(�PI GAA 5 277 WITH UNIT WALL SUR ACE L ACE EDGELIT ■ • - ■�■a■�m■■■©■gym■■®o RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -L5 -WH 46 277 (2) 32W PLT CLG. RECESSED COMPACT FLOURESCENT U CREE LR6-DR1000 -GU24 12'5 RECESSED CREE TRUEWHITE TECHNOLOGY 47 1 1 22 1 34 1 19 1 LOAD BALANCE A 73 AMPS B 85 AMPS C 63 AMPS MAXIMUM AMPS AMPS CONNECTED 85 MAX. MOTOR 25% 4 CALC. LOAD 89 CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 2 rl/FEED FROM SECTION 1 250A MOUNTING SURFACE 250A AIC 10K 1 28 1 28 1 26 1 142 1 30 1 33 LOAD ANCE A 62 AMPS B 58 AMPS C 59 AMPS MAXIMUM AMPS AMPS CONNECTED 62 MAX, MOTOR, LIGHTS 25% 4 CALC, LOAD 66 CIRCUIT BREAKER TYPE 480 3PH 4W � SECTION 1 (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL "1-/-'L7\ NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7� THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626(flop iccolo0junolightinggroup.com) 7 BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION 01 INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNO SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA ESADR-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" DOWNLIGHT, N � N ALT SSGCWF 120-525-43K ® VERIFY ■o�■mi■■®■■mom N 28 LED's, MEDIUM OPTIC C JUNO SP1 4850-01 45 277 • • SURFACE CLG. MTD. CANOPY MTD. C CREE TC38 W LRP38— 12 m ■■�®�■©ems®■em CREE TRUEWHITE TECHNOL OGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1OL-30K/12D—GU24 • ` TRACK PAR38 LED LAMP D JUNG SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH NO LED ALTERNATIVE CURRENTLY AVAILABLE m LD JUNO SP1 4321-01 -�� 54 277 1-54W T5 HO CLG. RECESSED ® m0���■©■■�■0� m1MI ©■■ MANOR m FLOURESCENT STRIP W/ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC / NO LED ALTERNATIVE CURRENTLY AVAILABLE BALLAST I J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8 MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA -ADR -8 -28 -C -MD- 52 RECESSED ESSENCIA 8" DOWNLIGHT, ALT SSGCWF-120-525-43K 28 LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W T5 4,100K CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-S 22 CREE TRUEWHITE TECHNOLOGY ALT 1'x4ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA-ADR-8-28-C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT 28 FLOOD 3,OOOK WALL WASH ALT SSGCWF-120-525-30K WALL WASH LED's, LENSED WALLWASH OPTIC P JUNO SP18794-01-8 120 277 (4) 32W 3,OOOK SURFACECLG BOX FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNO SP1 4332-01 80 277 (2) 40W BIA;K �,000K CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K-S 22 CLG. CREE TRUEWHITE TECHNOLOGY RECESSED 2'x2' ARCH. TROFFER R JUNG SP2 1796 -32 -05 -WH 23 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLUOR R CREE LR6-DR1000-GU24 12'5 RECESSED CREE TRUEWHITE TECHNOLOGY ESCENT ELECTRONIC ALT W / RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATI E CURRENTLY AVAILABLE m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E 1 / PENDANT 15 A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 1�i ■i 0 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT /7 ALT U -30K -525 -P -WH rl/FEED FROM SECTION 1 250A MOUNTING SURFACE 250A AIC 10K 1 28 1 28 1 26 1 142 1 30 1 33 LOAD ANCE A 62 AMPS B 58 AMPS C 59 AMPS MAXIMUM AMPS AMPS CONNECTED 62 MAX, MOTOR, LIGHTS 25% 4 CALC, LOAD 66 CIRCUIT BREAKER TYPE 480 3PH 4W � SECTION 1 (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL "1-/-'L7\ 1 47 1 47 1 47 1 1 40 1 40 1 40 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC - 23KA) LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7� THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626(flop iccolo0junolightinggroup.com) 7 BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION 01 INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNO SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA ESADR-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" DOWNLIGHT, N � N ALT SSGCWF 120-525-43K ® VERIFY ■o�■mi■■®■■mom N 28 LED's, MEDIUM OPTIC C JUNO SP1 4850-01 45 277 • • SURFACE CLG. MTD. CANOPY MTD. C CREE TC38 W LRP38— 12 m ■■�®�■©ems®■em CREE TRUEWHITE TECHNOL OGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1OL-30K/12D—GU24 • ` TRACK PAR38 LED LAMP D JUNG SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH NO LED ALTERNATIVE CURRENTLY AVAILABLE m LD JUNO SP1 4321-01 -�� 54 277 1-54W T5 HO CLG. RECESSED ® m0���■©■■�■0� m1MI ©■■ m FLOURESCENT STRIP W/ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC / NO LED ALTERNATIVE CURRENTLY AVAILABLE BALLAST I J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8 MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA -ADR -8 -28 -C -MD- 52 RECESSED ESSENCIA 8" DOWNLIGHT, ALT SSGCWF-120-525-43K 28 LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W T5 4,100K CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-S 22 CREE TRUEWHITE TECHNOLOGY ALT 1'x4ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA-ADR-8-28-C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT 28 FLOOD 3,OOOK WALL WASH ALT SSGCWF-120-525-30K WALL WASH LED's, LENSED WALLWASH OPTIC P JUNO SP18794-01-8 120 277 (4) 32W 3,OOOK SURFACECLG BOX FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNO SP1 4332-01 80 277 (2) 40W BIA;K �,000K CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K-S 22 CLG. CREE TRUEWHITE TECHNOLOGY 1 47 1 47 1 47 1 1 40 1 40 1 40 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC - 23KA) LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL -- 1 60 1 60 1 60 1 1 60 1 60 1 60 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 . in •Tn. n Tra. LV1'111Vf111RC J%_nLVVLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7� THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626(flop iccolo0junolightinggroup.com) 7 BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNO SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA ESADR-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" DOWNLIGHT, N � N ALT SSGCWF 120-525-43K VERIFY N 28 LED's, MEDIUM OPTIC C JUNO SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. CANOPY MTD. C CREE TC38 W LRP38— 12 m ■■�®�■©ems®■em CREE TRUEWHITE TECHNOL OGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1OL-30K/12D—GU24 • ` TRACK PAR38 LED LAMP D JUNG SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH NO LED ALTERNATIVE CURRENTLY AVAILABLE m LD JUNO SP1 4321-01 -�� 54 277 1-54W T5 HO CLG. RECESSED WALL WASH 7 m1MI ©■■ m FLOURESCENT STRIP W/ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC / NO LED ALTERNATIVE CURRENTLY AVAILABLE BALLAST I J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8 MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA -ADR -8 -28 -C -MD- 52 RECESSED ESSENCIA 8" DOWNLIGHT, ALT SSGCWF-120-525-43K 28 LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W T5 4,100K CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-S 22 CREE TRUEWHITE TECHNOLOGY ALT 1'x4ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA-ADR-8-28-C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT 28 FLOOD 3,OOOK WALL WASH ALT SSGCWF-120-525-30K WALL WASH LED's, LENSED WALLWASH OPTIC P JUNO SP18794-01-8 120 277 (4) 32W 3,OOOK SURFACECLG BOX FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNO SP1 4332-01 80 277 (2) 40W BIA;K �,000K CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K-S 22 CLG. CREE TRUEWHITE TECHNOLOGY RECESSED 2'x2' ARCH. TROFFER R JUNG SP2 1796 -32 -05 -WH 23 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLUOR R CREE LR6-DR1000-GU24 12'5 RECESSED CREE TRUEWHITE TECHNOLOGY ESCENT ELECTRONIC ALT W / RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATI E CURRENTLY AVAILABLE m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E 1 / PENDANT 15 A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 1�i ■i 0 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT /7 ALT U -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC EX` JUNO NXESB(�PI GAA 5 277 WITH UNIT WALL SUR ACE L ACE EDGELIT ■ • - ■�■a■�m■■■©■gym■■®o RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -L5 -WH 46 277 (2) 32W PLT CLG. RECESSED COMPACT FLOURESCENT U CREE LR6-DR1000 -GU24 12'5 RECESSED CREE TRUEWHITE TECHNOLOGY -- 1 60 1 60 1 60 1 1 60 1 60 1 60 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 . in •Tn. n Tra. LV1'111Vf111RC J%_nLVVLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. 7� THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626(flop iccolo0junolightinggroup.com) 7 BASE BID FIXTURE ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535-39E—SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSENCIA ESADS-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" SQ. DOWNLIGHT, SPOT 3,OOOK SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC B JUNO SP2 1092-39E—CS—WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM B ESSENCIA ESADR-6— 28—C—ND— 52 MUST RECESSED ESSENCIA 6" DOWNLIGHT, N � N ALT SSGCWF 120-525-43K VERIFY N 28 LED's, MEDIUM OPTIC C JUNO SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. CANOPY MTD. C CREE TC38 W LRP38— 12 GIMBLE RING CREE TRUEWHITE TECHNOL OGY FLOOD 3,OOOK TRACK HEAD TRACK HEAD ALT 1OL-30K/12D—GU24 TRACK PAR38 LED LAMP D JUNG SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH NO LED ALTERNATIVE CURRENTLY AVAILABLE m LD JUNO SP1 4321-01 -�� 54 277 1-54W T5 HO CLG. RECESSED WALL WASH 7 m1MI ©■■ m FLOURESCENT STRIP W/ H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD, REMOTE ELECTRONIC / NO LED ALTERNATIVE CURRENTLY AVAILABLE BALLAST I J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8 MH DOWN LIGHT W/ ROUND TRIM J ESSENCIA ESA -ADR -8 -28 -C -MD- 52 RECESSED ESSENCIA 8" DOWNLIGHT, ALT SSGCWF-120-525-43K 28 LED's, MEDIUM OPTIC K INDY SP1 4327-01 115 277 (4) 28W T5 4,100K CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER K CREE CR14-22L-40K-S 22 CREE TRUEWHITE TECHNOLOGY ALT 1'x4ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS N ESSENCIA ESA-ADR-8-28-C-LWW 52 RECESSED ESSENCIA 8" DOWNLIGHT 28 FLOOD 3,OOOK WALL WASH ALT SSGCWF-120-525-30K WALL WASH LED's, LENSED WALLWASH OPTIC P JUNO SP18794-01-8 120 277 (4) 32W 3,OOOK SURFACECLG BOX FLUORESCENT STRIP NO LED ALTERNATIVE CU RENTL AVAILABLE Q JUNO SP1 4332-01 80 277 (2) 40W BIA;K �,000K CLG. RECESSED 2x2' FLOURESCENT DIRECT/INDIRECT Q ALT CREE CR22-20L-35K-S 22 CLG. CREE TRUEWHITE TECHNOLOGY RECESSED 2'x2' ARCH. TROFFER R JUNG SP2 1796 -32 -05 -WH 23 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLUOR R CREE LR6-DR1000-GU24 12'5 RECESSED CREE TRUEWHITE TECHNOLOGY ESCENT ELECTRONIC ALT W / RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE PER PLAN NO LED ALTERNATI E CURRENTLY AVAILABLE m T2 JUNO SP2 1722 -05 -54 -W -LT 12 277 10OW E 1 / PENDANT 15 A.F.F. 12" CYLINDER T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 1�i ■i 0 PENDANT ESSENCIA 10" CYL. DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT /7 ALT U -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC EX` JUNO NXESB(�PI GAA 5 277 WITH UNIT WALL SUR ACE L ACE EDGELIT ■ • - ■�■a■�m■■■©■gym■■®o RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -L5 -WH 46 277 (2) 32W PLT CLG. RECESSED COMPACT FLOURESCENT U CREE LR6-DR1000 -GU24 12'5 RECESSED CREE TRUEWHITE TECHNOLOGY 3,OOOK 6-7/8" DOWN LIGHT ALT W/RC6 DOWNLIGHT 6" DEEP RECESS DOWNLIGHT VB JUNG SP1 4450-01-8 60 277 (2) 32W T8 3,OOOK 3/8" ALL THREADED ROD PENDANT TO MEZ STRIP FLOURESCENT W/ WIRE GUARD (' NO LED ALTERNATI E CU RENTL AVAI BLE A.F.F. TBD " V4 JUNO SP1 4450-01-4 30 277 (1) 32W T8 3,OOOK PENDANT TO MEZ STRIP FLOURESCENT W/ WIRE GUARD NO LED ALTERNATIVE CURRENTLY AVAILABLE W4 ACCULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 HO 3,000K 3/8" ALL THREAD ROD FLOURESCENT HIGH BAY NO LED ALTERNATIVE CURRENTLY AVAILABLE PENDANT 12' A.F.F. X PINNACLE P-1T5H0-4—WH-277—CC—LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASSYMETRI ADJ (PH WHERE NO WALL) 9'-6" AFF, FIELD AIM Y ACCULITE WP 432 EWF RS277 ETB, P—AL8—P, P—LC—SS 120 277 (4) 32W T8 3,OOOK PENDANT 10 A.F.F. 8' LONG TANDEM WP FLOURESCENT Z JUNO SP1 4787 96 277 (3,00 K U CLG. RECESSED 1 f TROFFER NO LED ALTERNATIVE CURRENTLY AVAILABLE FF2 JUNO S 609$-100E 115 277 FLOOD 4,1OOK CLG. RECESS D LOW BAY GG — NOT USED — — — — - HH12 PINNACLE P-01299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT, FLUORESCENT CLG, WALL WASH, SEE PLAN HH8 PINNACLE P-00899-1 8 LF 277 (4) 54W T5 f 8 LF SURFACE ON TOP OF 8' CONT. FLUORESCENT CLG. WALL WASH, SEE PLAN YY JUNO SP1668001 25W SELF 2 1`0 25W SELF PENDANT 8' MIN OPAL GLASS BALLASTED BALLASTED AFF CYLINDER EM JUNO N2WH _ 277 WITH UNIT WALL SURFACE \ 8' NAVILITE MIN AFF THERMOPLASTIC 1 CIRCUIT BREAKER TYPE 480 3PH 4W PANEL: H1 I toj I LnJ 12nJ I C 224 1 2'2/ 124U 1 V7'\ FEED FROM TRANSFORMER r 600 AMP MAIN CB NEMA 1 MOUNTING SURFACE AIC 35K FULLY RATED SPD SF CB MOUNT LOAD LANCE A 492 AMPS B 490 AMPS C 508 AMPS rrlr� MAXIMUM AMPS 7 AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALC. LOAD 515 TOTAL CALCULATED LOAD 428 KVA o � N � N c-- N O p O m • • 1M=M ■©■■r m1MI ©■■ m m 000■■©�■0■ 1�i ■i 0 - • r m ■ • - ■�■a■�m■■■©■gym■■®o • - m I toj I LnJ 12nJ I C 224 1 2'2/ 124U 1 V7'\ FEED FROM TRANSFORMER r 600 AMP MAIN CB NEMA 1 MOUNTING SURFACE AIC 35K FULLY RATED SPD SF CB MOUNT LOAD LANCE A 492 AMPS B 490 AMPS C 508 AMPS rrlr� MAXIMUM AMPS 7 AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALC. LOAD 515 TOTAL CALCULATED LOAD 428 KVA CI C/'Tnrl`n 1 rn n 1 nlnTrr- VLIIL,I1/'% IVV I L.7 1. DO NOT SCALE FROM THESE DRAWINGS. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE PROPER CLEARANCES FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING. 4. REFER TO MECHANICAL DRAWINGS FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED BY DIV. 15. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6• WHERE NON-FUSED DISCONNECT IS NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA TO CONTROL THE LIGHT FIXTURES) IN EACH OFFICE/AREA. 8. REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE WIRE CONDUIT AND OVERCURRENT PROTECTION FOR ALL EQUIPMENT, COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL. LIFE SAFETY SYSTEM AND E.M,C.S. CONTROL DEVICES. 11. ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE, 12. REFER TO ARCHITECTURAL FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13, CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING. 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16. COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17. USE No. 10 AWG CU. CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET. 18. USE CONDUCTOR NOT SMALLER THAN NO. 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES, 19. USE NO. 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, OR LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SHALL BE CAPABLE OF SUPPORTING THE ENTIRE WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER, 21, EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES, 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES / CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS. 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24. NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS. 26. LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27, ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE CONSISTENT PATTERN DIRECTION BY CONTRACTOR. 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS, 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES. CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS IS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 'ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE Al 'DJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 1 � J �/I�• ¢ vJ 0 ELECTRICAL PANEL SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E3.0 a w 0 Z o � N � N c-- N O p O 1 � J �/I�• ¢ vJ 0 ELECTRICAL PANEL SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E3.0 a w 0 Z FIRE ALARM PLAN SCALE: 1/8"=l' -O" FIRE ALARM SYMBOLS LEGEND FIRE ALARM FLASHING STROBE cd AS REQUIRED / HORN MAX. 80" A.F.F. / MIN. 6" BELOW CLG. FA -}- FIRE ALARM FLASHING STROBE cd AS REQUIRED / MAX 80"AFF / MIN 6" BELOW CLG. FACP FIRE ALARM CONTROL PANEL / ANNUNCIATOR REMOTE ALARM LIGHT/TEST/RESET - DUCT DETECTOR MTD. 60" A.F.F. DMSD DUCT SMOKE DETECTOR IN SUPPLY ( OVER 2000 CFM.) SD SMOKE DETECTOR - MIN 4' TO A/C SUPPLY TERMINAL FIR FIRE ALARM RELAY - WITHIN 3' OF CONTROLLER F❑ FIRE ALARM PULL STATION - 48" AFF Kl KEY LOCK BOX - LOCATE PER AHJ 60" AFG FAR A FIRE ALARM REMOTE ANNUNCIATOR FLUSH MTD. 60" A.F.F. FS FLOW SWITCH FT TAMPER SWITCH TYPICAL FIRE ALARM RISER DIAGRAM FA ©.� DMSD FA WP F F SD F F n FS FARA H FACP L-- 120 VOLT POWER VIA 277/120 V ILr— TRANSFORMER (BREAKER LOCK) 3/4"C TO TELEPHONE SERVICE BOARD Nom_ FIRE ALARM SYSTEM SHALL BE CONNECTED TO LOCAL FIRE DEPARTMENT EMERGENCY NOTIFICATION SYSTEM PER LOCAL REQUIREMENTS AND COORDINATED WITH THE OWNERS REPRESENTATIVE, IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO INCLUDE ALL LABOR & MATERIALS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM, ALL CONDUITS SHALL BE 3/4" MINIMUM AND PER VENDOR SHOP DRAWING. 1-1KC HLHKI"I IVU I CJ 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES WHETHER SHOWN OR NOT. 2. FIRE ALARM CONTROL PANEL SHALL BE SILENT KNIGHT WITH 8 ZONES OR APPROVED EQUAL, PER LATEST ADOPTED EDITION NEPA 70, 72, 101, FBC. 3. INSTALLATION SHALL BE BY AN EC OR EF LICENSED CONTRACTOR, WHO SHALL PROVIDE A COMPLETE PACKAGE OF SEPARATE PERMIT DOCUMENTS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER PER APPLICABLE CODES AND AHJ. 4. MINIMUM CONDUIT SIZE SHALL BE 3/4" EMT FOR ALL CONNECTIONS, UNLESS OTHERWISE NOTED. 5. TEST SENSITIVITY OF EACH DETECTOR, DOCUMENT IN AS -BUILT PACKAGE. 6. PROVIDE CIRCUIT BREAKER LOCK AND LABEL ON CIRCUIT (FACP). 7. PROVIDE COMPLETE TEST DEMONSTRATION FOR LOCAL FIRE MARSHALL AND OWNER'S REPRESENTATIVE. 8. SUBMIT FIRE ALARM SYSTEM PLANS AND SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE CODES/STANDARDS FOR REVIEW BY LOCAL AHJ. 9. ALL EQUIPMENT SHALL BE UL LISTED FOR FIRE ALARM SERVICE AND FOR OPERATION AS A SYSTEM. 10. CABLE SHALL BE UL LISTED FOR POWER LIMITED OR NON -POWER LIMITED FOR FIRE PROTECTIVE SIGNALING SYSTEMS, MINIMUM OF #16AWG SOLID. 11. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. (LABEL UNIT DESIGNATION) 12. SMOKE DETECTORS UL LISTED FOR USE IN AIR DISTRIBUTION SYSTEMS SHALL BE LOCATED DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTIONS IN AIR SUPPLY SYSTEMS . REMOTE ALARM, TEST AND RESET ARE REQUIRED FOR AIR HANDLING UNITS LOCATED IN SERVING AREA 60" A.F.F. 13. PLEASE CALL THE LOCAL FIRE MARSHAL'S OFFICE FOR ALL FIRE DEPARTMENT INSPECTIONS. PROVIDE LOCK BOX FOR KEY ACCESS TO BUILDING FIRE ALARM SYSTEM LOCATED PER AHJ. 14. AREA SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4' FROM ALL AIR DIFFUSERS. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. F100% STRUCTION DOC'S.E DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 FIRE ALARM PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. 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I — I T \m I ; \ 7-4-,,,�, � I I I - 4\---�,K ,--I E ) I (�) (�.L3 ") (�A) (:�) r7 ) r^L_o III / x�ol ( 1 ) 8~ THK. 3.500 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINFORCED WITH 8"x8"xW2.9xW2.8 WWF ON 10 MIL VAPOR BARRIER. SLOPE CONCRETE APRON DOWN AWAY FROM BLDG. COORDINATE THE T.O. PAVEMENT ELEVATION W/THE CIVIL DRAWINGS. kz� �� BOLLARD, SEE DETAIL 1/55.1. == ��� k�� 4'° THK, 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), RE|NF. W/�xG — 10/10 W.�K� OVER 10 MIL. NSQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION, ��� �*� 8" THK. 3.580 PSI POURED CONCRETE SLAB LED FINISH),RBNF. W/GxG 2.9 x ~- 2.0 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, P0S8NED TO PREVENT TERMITE |NTRUS|ON, v�� ko) INDICATES ) #5 VERTICAL RBNF. BAR IN 3,000 PSI CONCRETE FILLED CELLS, �— SPACED 48" O.C. TYPICAL FOR ALL 8" THICK C.M.U. WALLS. �� �o) (1) #7 VERTICAL RBNF. IN 3,000 P3| CONCRETE FILLED CELLS. ��� [7) 8LUPE CONCRETE SLA8 DOWN AT DOOR OPENING J�" TO EXTERIOR OF BUILDING, -- REFER TO SECTION 5/54.0. 0 BEL0W SL4B FWWE �XHAU3T SYSTEM ' REFER TO MECHANICAL PL4NS, G8AW—CUT CONTROL JOINT, TYPICAL. �� �uJ IN GROUND LIFT BY EQUIPMENT SUPPLIER, COORDINATE INSTALLATION W/EUU|PWENT ~~~ SUPPLIER. 0OIL/WATER 3EPA ATDR DRAIN. SLOPE SLAB DOWN TO DRAIN FOR ADDITIONAL |NF8RWAT|ON REFER TO PLUMBING DRAWINGS. 0 SLOPE CONCRETE FLOOR DOWN TOWARDS DRAIN, � 0� THK. 3,000 PSI POURED CONCRETE SLAB (LIGHT BROOM F|N|3H\ RE|NF �8 2.9O" � n 2.9 VKW.F, OVER 10 W|L. m3QUEEN VAPOR BARRIER OVER COMPACTED CLEAN RLL, POISONED TO PREVENT TERMITE INTRUSION. ��� v��� HS88x8x3/8° W/ 3/4^ x14"x1'-2" BASE PLATE W/ (4) 3/4"O A.B. W/ 12" EMBED (5 -- REQ^0) [xz� �� HSS8 8 3 2'' BASE PLATE /4� (4\ 3"� �.B. 12" EMBED -~�AND " CAP PLATE WV (4) 1/2"wx8"L� . � STUDS (4 RE 'D) ��� �� EXHAUST SYSTEM V-00" �--1\^~ ­� (D�/ C�-1 � ' � I 1 P-4" L. V-15" 111 1"-4° PILASTEKCOLUMN KEY NOTES (D 12"x24" PILASTER W/ 6 #5 VERT, ALT, BLOCK PILASTER/ COLUMN DETAILS SCALE: 1°=1^—O" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, SIZE REINFORCING � 0 24" x CONT. 1 2'$ 24" 1311, 3 #5 CONT, #3 @ '16" TRANSV. 0 30" x CONT. 12" 24" B.F.F, 4 #5 CONT, #3 @ 16" TRANSV. � 15 36- x CONT. 12'o 24"' Bf.F, 5 #5 CONT. #3 @ 16" TRANV. a1 48" CONT, 12o' 24" B,F,F. 6 #5 CONT. #3 @ 16" TRANV. 0 41-0op x 4$-Olj 16" 24" B.F.F, 0 5-6" x 5'-6" 16" 24" Bf.R 6 #5 EA WAY BOT I I a 6*-O$l x 6p -Op" 1610 24" B.RF, 7 #5 EA WAY BOT. � to 6'-6" x 6'-6" 16" 8" B.F.F. 7 #5 EA WAY BOT. & 2'-6" x 2'-6" 12" T,O,F.F, 3 #5 EA WAY BOT. ! C) 1 S-6- x S-6" 12o' T,O.F.F, 4 #5 EA WAY BOT. � G 30"x CONT, 16" TOF.F 4 #5 CONT, #3 @ 16" TRANSV. � a [ a 1 2'- 6 " x 2'-6 14 1 12" 1 8" A.F.F1 3#5 EA, WAY BOT GENERAL NOTES � 1. CONTRACTOR TO COORMNATE THE INSTALLATION OF ALL UNDERSLAB CONDUITS, PIPES, AND AIR LINES FOR LIFTS AND ALIGNMENT RACKS. 2VERTICAL CONTROL JOINTS SHALL BE SPACED NOT TO EXCEED 20'-O" O.C. LOCATE JOINTS ADJACENT TO OPENINGS, WALL INTERSECTIONS, OR CHANGES IN ELEVATION. COORDINATE LOCATIONS W/ ARCHITECT. 3. REVIEW AND COORDINATE ALL UNDERSLAB WORK WITH SUB -TRADES, I.E. UNDERSLAB I PLUMBING, ELECTRICAL AND MECHANICAL ITEMS, 4. ALL LINTELS ARE 12F16 -2B UNLESS NOTED OTHERWISE. 5. REFER TO FLOOR PLAN:, EXTERIOR ELEVATIONS AND MECHANICAL PLANS FOR � LOCATIONS OF WALL OPENINGS LOCATED ABOVE FINISHED FLOOR, 6ALL EXPOSED CONCRETE SLAB IN THE SERVICE AREA SHALL BE INSTALLED WITH A R AND A POLISHED FINISH, 7. ALL CMU WALLS SHALL HAVE No, 9 HORIZONTAL JOINT REINFORCING AT EVERY 2ND COURSE (16") r^L_o III / x�ol ( 1 ) 8~ THK. 3.500 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINFORCED WITH 8"x8"xW2.9xW2.8 WWF ON 10 MIL VAPOR BARRIER. SLOPE CONCRETE APRON DOWN AWAY FROM BLDG. COORDINATE THE T.O. PAVEMENT ELEVATION W/THE CIVIL DRAWINGS. kz� �� BOLLARD, SEE DETAIL 1/55.1. == ��� k�� 4'° THK, 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), RE|NF. W/�xG — 10/10 W.�K� OVER 10 MIL. NSQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION, ��� �*� 8" THK. 3.580 PSI POURED CONCRETE SLAB LED FINISH),RBNF. W/GxG 2.9 x ~- 2.0 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, P0S8NED TO PREVENT TERMITE |NTRUS|ON, v�� ko) INDICATES ) #5 VERTICAL RBNF. BAR IN 3,000 PSI CONCRETE FILLED CELLS, �— SPACED 48" O.C. TYPICAL FOR ALL 8" THICK C.M.U. WALLS. �� �o) (1) #7 VERTICAL RBNF. IN 3,000 P3| CONCRETE FILLED CELLS. ��� [7) 8LUPE CONCRETE SLA8 DOWN AT DOOR OPENING J�" TO EXTERIOR OF BUILDING, -- REFER TO SECTION 5/54.0. 0 BEL0W SL4B FWWE �XHAU3T SYSTEM ' REFER TO MECHANICAL PL4NS, G8AW—CUT CONTROL JOINT, TYPICAL. �� �uJ IN GROUND LIFT BY EQUIPMENT SUPPLIER, COORDINATE INSTALLATION W/EUU|PWENT ~~~ SUPPLIER. 0OIL/WATER 3EPA ATDR DRAIN. SLOPE SLAB DOWN TO DRAIN FOR ADDITIONAL |NF8RWAT|ON REFER TO PLUMBING DRAWINGS. 0 SLOPE CONCRETE FLOOR DOWN TOWARDS DRAIN, � 0� THK. 3,000 PSI POURED CONCRETE SLAB (LIGHT BROOM F|N|3H\ RE|NF �8 2.9O" � n 2.9 VKW.F, OVER 10 W|L. m3QUEEN VAPOR BARRIER OVER COMPACTED CLEAN RLL, POISONED TO PREVENT TERMITE INTRUSION. ��� v��� HS88x8x3/8° W/ 3/4^ x14"x1'-2" BASE PLATE W/ (4) 3/4"O A.B. W/ 12" EMBED (5 -- REQ^0) [xz� �� HSS8 8 3 2'' BASE PLATE /4� (4\ 3"� �.B. 12" EMBED -~�AND " CAP PLATE WV (4) 1/2"wx8"L� . � STUDS (4 RE 'D) ��� �� EXHAUST SYSTEM V-00" �--1\^~ ­� (D�/ C�-1 � ' � I 1 P-4" L. V-15" 111 1"-4° PILASTEKCOLUMN KEY NOTES (D 12"x24" PILASTER W/ 6 #5 VERT, ALT, BLOCK PILASTER/ COLUMN DETAILS SCALE: 1°=1^—O" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, ENTIRE DRAWING IS PART OF REVISION 4 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ;PR|NG ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'OP|ED PUBLISHED, OR USED IN WHOLE OR PART WITHOUT MITTEN CONSENT THEY ARE TO BE USED ONLY FOR THE SITE AN� ^ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CIL co Ln cr- CS Lo uj ui cc CONTRACT DATE: MAY 6, 2011 Lo cr- z 00 LL uj UJ w CL 0 00 cr CL LZ CONTROL JOINT PLAN DESIGNED BY� DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. t;1.2 1A n2 C4A) (4 B) D� (� C) (5 pii TCl nil nrr nrr I - --CA) (�- - 1 "BRIDGE" FRAMING PLAN V4��SCALE: 1/$"=V-0" 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 —1 1 a -d y.. w CSS CONTRACT DATE; MAY 6, 2011 '�✓ I r 00 d r. G z ` z W (n w z (W-) z O CL Q _ Lo 0 ry 4Itr<,Jo CL Q U) w d- 0 STEEL FRAMING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0, 2011-21 SHEET N0, 2. a TIC. q.M.U. A,\ 281 - T - ",IF �7, TOP BRACING ASSEMBLIES co c ----------------- 0 T I a SPACED AT 48" + j... (QUANTITY - 23) cd 0 -9 Z61 0� I OD CN i _T CID co LINE OF TOP OF 04 �$ �s // �) 0 OPENING (n'PIC*L) Lt, -] 0 STOREFRONT 9 N STRUCTURAL ELEV-1 (6) STRUCTURAL ELEV-3 1 /811 = 1' -011 FA T.O. C. M, U. Arl� 72.-0" I ST FLOOR T,0. ET2�1 -2' - 0 I -P 2 Cc c cc oi cs cl, —1 ST FLOOR__-.. A-\ 0, . 0. \jr T.O. FTG -2'- 0' \IV T El REINFORCING REINFORCING STEEL L #5 0 48" O/C (VERT.) —7-1--7 SIZE W X D REMARKS #5 @ 40" O/C (VERT.) 15 4- 14'-8" 14 8" 15-41' 77-- �7 CONT. BARS STIRRUPS 411 1-1-1- L L. - 12" X 116" (2) #5 TOP 7- L i L_ IL" 4 BOTTOM .. - 1 - " L F 7 L __j . . ... ... ... L CB -2 m B-1 (3) #5 TOP #3 0 12" 0. C. o J ........ .. L-1 -L-1--j. -.11 � -7 y,7,777 (3) #5 BOTTOM 7- i CB -3 12" X 40 10 L I 0 18" 13.C. t a r 7 T- 14 rr---r — [­­�­-! I T -7 8" X 16" (2) #5 TOP & F F 1 7 F "'I", -r F r T -1­r--!�­ x -T'-'- X' 9 T—IF -1 ------ - -7- I . . ....... .. -J t. D. d L J -i-CL X I K 1 1-7 r]. F T-1 7 —1— (2) #5 TOP & #3 0 12" 0. C. J i i I I- --'- rl--r'-- " F ­ T ­ I "I F _r T f 1 - 1 ....... r F l-- 7-1 1 T - I- - ...... 9 1 F -7--T F -7- 7 7 T 1 7I CB -6 I A 0J_ 7 F T 1 i 1 F F ---I F �T -r—r- ICi #4018 !STIRUP PC -3 X 20" 1 7 7- f -F--7 T- 7 1 #30 12" O.C� X F I - Yl — i F I 1--l- X Li- 6" X 16" - (2)" #5"TO-P 7­TF cy) 9 d j LL CL LL CB -i T- I—L rZZ7� MB -1 112" X 8" (2) #5 CONT, 4'-0" r - T 3'-4" 3'-4" MB -2 12" X 16" v 1: I_ .1, -[.11.1-1 �_l IN EA, COURSE T-4" 121-0" 7 1, i I i i i 1 z (1 ) #5 CONT. MB -4 T-- F_ T (1) #5 CONT, IN EA. COURSE r MB -5 6') X 16" #5 C oNT. IN EA. COURSE 154" 121-0" 21-81' 12'-0" (2) #5 CONT, 17-0" 3'-4" (2) #5 TOP & �PRECAST CONIC. & K. 0, PC -2 STRUCTURAL ELEV-3 1 /811 = 1' -011 FA T.O. C. M, U. Arl� 72.-0" I ST FLOOR T,0. ET2�1 -2' - 0 I -P 2 Cc c cc oi cs cl, —1 ST FLOOR__-.. A-\ 0, . 0. \jr T.O. FTG -2'- 0' \IV STRUCTURAL ELEV-2 1/811 = 11-011 T.O. C.M.0 28' :10`­-_5� ST FLOQR 0' - T.O. FTG. A-',, -2' - 0" \,P STRUCTURAL ELEV-4 STRUCTURAL ELEV-5 1/8" := 11-011 0,CM.0 26 - 8"� T FLOORL-qq 0--oll T.O. FTG. A"1 o" JD) T.O. qm.u. Ar\ 28 0 , � ., \'N 1ST FLOOR- I71� T.O. FTG. A-� -21� 0" \�W M r- A R A I I v ft I-rlr- e" PMI lr-r-t 1 1 1 r - DCH(" I / Ll 1,4 1 CL =1%,,1-1 1: u U Lc M B-1 REINFORCING REINFORCING STEEL L #5 0 48" O/C (VERT.) —7-1--7 SIZE W X D REMARKS #5 @ 40" O/C (VERT.) 77-- CONT. BARS STIRRUPS 411 1-1-1- L L. - 12" X 116" (2) #5 TOP 7- L i L_ IL" ............... I T- I i T' J- l. _T IT F I i 7 -7 BOTTOM .. - 1 - " L F 7 L __j . . ... ... ... L CB -2 A, (3) #5 TOP #3 0 12" 0. C. o J ........ .. L-1 -L-1--j. -.11 N (3) #5 BOTTOM lel 1� T-" T' "IF i i . . I ... ... ... . L --i _4_J x� 6 T T T" L L CB -3 12" X 40 10 L I 0 18" 13.C. _L 7 T- #7 BOTTOM rr---r — [­­�­-! I T -7 8" X 16" (2) #5 TOP & F 0c) MB -1 9 BOTTOM 00 . . ....... .. -J t. D. d L J -i-CL X I K CB -5 _F ------ f ------'-----_-r I T_ T- r - ' (2) #5 TOP & #3 0 12" 0. C. J i i I I- --'- rl--r'-- " F ­ T ­ I "I F _r T f - I- - ...... 9 T- zo 7 T 1 7I CB -6 7 (") #7 TOP & BOT. 7 F T 1 i 1 F F ---I F �T STRUCTURAL ELEV-2 1/811 = 11-011 T.O. C.M.0 28' :10`­-_5� ST FLOQR 0' - T.O. FTG. A-',, -2' - 0" \,P STRUCTURAL ELEV-4 STRUCTURAL ELEV-5 1/8" := 11-011 0,CM.0 26 - 8"� T FLOORL-qq 0--oll T.O. FTG. A"1 o" JD) T.O. qm.u. Ar\ 28 0 , � ., \'N 1ST FLOOR- I71� T.O. FTG. A-� -21� 0" \�W M r- A R A I I v ft I-rlr- e" PMI lr-r-t 1 1 1 r - DCH(" I / Ll 1,4 1 CL =1%,,1-1 1: u U Lc WALL REINFSCHEDULE MARK, REINFORCING REINFORCING STEEL A\ -` ___✓I\ #5 0 48" O/C (VERT.) MARK SIZE W X D REMARKS #5 @ 40" O/C (VERT.) CONT. BARS STIRRUPS CB -1 12" X 116" (2) #5 TOP #3 0 12" O.C� ............... I T- I i T' J- l. _T IT F I i 7 -7 BOTTOM .. - 1 - " L F 7 L __j . . ... ... ... L CB -2 12" X 24" (3) #5 TOP #3 0 12" 0. C. t j i 77-L 7 L .1 > i —A _j -1 L L i (3) #5 BOTTOM lel 1� T-" T' "IF i i . . I ... ... ... . L --i _4_J x� 6 T T T" L L CB -3 12" X 40 10 P#4 (;3) 0 18" 13.C. T T- -T- -7 T:"' 1 T T i 7 x 7,�,, 7,q rt IV[ b-zr' W #7 BOTTOM �'N + X Ji- L-1 3-1 - v I CB -4 8" X 16" (2) #5 TOP & #3 @ 8" O,C. 0c) _L_ !__J i BOTTOM 00 . . ....... .. -J t. D. d L J -i-CL X I K CB -5 12" X 24" (2) #5 TOP & #3 0 12" 0. C. ... ... ........ T C j 1 i J co_ . .... ..... 7z-` -J BOTTOM -A li—L 7 17 T -L -l-, t7 I I- �,L 7171 -7 -- ---- - ------Ma " ,,, CB -6 12" X 48" (") #7 TOP & BOT. #3 @ 12" O.C� F T 1 i 1 F F ---I F �T #4018 !STIRUP X 20" BC�TTOMTOP & #30 12" O.C� — i CB -8 6" X 16" - (2)" #5"TO-P ", #3 @ 8" 0,C. BOTTOM CB -i tit" rZZ7� MB -1 112" X 8" (2) #5 CONT, 4'-0" MASONRY BOND BEAM 3'-4" 3'-4" MB -2 12" X 16" (2) #5 CONT, IN EA, COURSE T-4" 121-0" MB -3 81t X 8t' (1 ) #5 CONT. MB -4 8" X 16" (1) #5 CONT, IN EA. COURSE MB -5 6') X 16" #5 C oNT. IN EA. COURSE PC -1 12" X 8" (2) #5 CONT, PRECAST LINTEL (2) #5 TOP & �PRECAST CONIC. & K. 0, PC -2 12" X 16" BOTTOM iIBLK. CONIC. LINTEL PC -3 �41" 12" X 2 (2) #5 TOP & �PRECAST CONC, & K. 0, BOTTOM BLK. CIDNC. LINTEL (2) #5 TOP & PRECAST CONC. & K, 0. PC -4 12" X 32" BOTTOM BLK. CONC. LINTEL PC -5 8" X 8" (1) #5 CANT. !PRECAST CONCRETE LINTEL (1) #5 TOP & PRECAST CONC. & K.O. IBLK, PC -C+ 8" X 16" BOTTOM CONC, LINTEL PC -7 6 x 80) o #5 CONT, PRECAST CONCRETE LINTEL FC FILLED CELL WA11) #5 VERT. rRiT�sT:t L V(l) KiO. BLOCK ry WALL REINFSCHEDULE MARK, REINFORCING REINFORCING STEEL A\ -` ___✓I\ #5 0 48" O/C (VERT.) MARK SIZE W X D REMARKS #5 @ 40" O/C (VERT.) CONT. BARS STIRRUPS CB -1 12" X 116" (2) #5 TOP #3 0 12" O.C� ............... I T- I i T' J- l. _T IT F I i 7 -7 BOTTOM .. - 1 - " L F 7 L __j . . ... ... ... L CB -2 12" X 24" (3) #5 TOP #3 0 12" 0. C. t j i 77-L 7 L .1 > i —A _j -1 L L i (3) #5 BOTTOM lel 1� T-" T' "IF i i . . I ... ... ... . L --i _4_J x� 6 T T T" L L CB -3 12" X 40 10 P#4 (;3) 0 18" 13.C. T T- -T- -7 T:"' 1 T T i 7 x 7,�,, 7,q rt IV[ b-zr' W #7 BOTTOM �'N + X Ji- L-1 3-1 - v I CB -4 8" X 16" (2) #5 TOP & #3 @ 8" O,C. 0c) _L_ !__J i BOTTOM 00 . . ....... .. -J t. D. d L J -i-CL X I K CB -5 12" X 24" (2) #5 TOP & #3 0 12" 0. C. ... ... ........ T C j 1 i J co_ . .... ..... 7z-` -J BOTTOM -A li—L 7 17 T -L -l-, t7 I I- �,L 7171 -7 -- ---- - ------Ma " ,,, CB -6 12" X 48" (") #7 TOP & BOT. #3 @ 12" O.C� F T 1 i 1 F F ---I F �T #4018 !STIRUP X 20" BC�TTOMTOP & #30 12" O.C� — i CB -8 6" X 16" - (2)" #5"TO-P ", #3 @ 8" 0,C. BOTTOM 7�—1 rZZ7� MB -1 112" X 8" (2) #5 CONT, 4'-0" MASONRY BOND BEAM 3'-4" 3'-4" MB -2 12" X 16" (2) #5 CONT, IN EA, COURSE T-4" 121-0" MB -3 81t X 8t' (1 ) #5 CONT. MB -4 8" X 16" (1) #5 CONT, IN EA. COURSE MB -5 6') X 16" #5 C oNT. IN EA. COURSE PC -1 12" X 8" (2) #5 CONT, PRECAST LINTEL (2) #5 TOP & �PRECAST CONIC. & K. 0, PC -2 12" X 16" BOTTOM iIBLK. CONIC. LINTEL PC -3 �41" 12" X 2 (2) #5 TOP & �PRECAST CONC, & K. 0, BOTTOM BLK. CIDNC. LINTEL (2) #5 TOP & PRECAST CONC. & K, 0. PC -4 12" X 32" BOTTOM BLK. CONC. LINTEL PC -5 8" X 8" (1) #5 CANT. !PRECAST CONCRETE LINTEL (1) #5 TOP & PRECAST CONC. & K.O. IBLK, PC -C+ 8" X 16" BOTTOM CONC, LINTEL PC -7 6 x 80) o #5 CONT, PRECAST CONCRETE LINTEL FC FILLED CELL WA11) #5 VERT. rRiT�sT:t L V(l) KiO. BLOCK WALL REINFSCHEDULE MARK, REINFORCING _00 A\ -` ___✓I\ #5 0 48" O/C (VERT.) I I" _/--v ­­ is. -011 16-0", 2 V-4" 1 8--0" -"v,__/ - 8'-4' 18 4" 14'4' 14'4' v 1 V, #5 @ 40" O/C (VERT.) r`M_B I I-- El T I _00 A\ -` ___✓I\ I I" _/--v ­­ is. -011 16-0", 2 V-4" 1 8--0" -"v,__/ - 8'-4' 18 4" 14'4' 14'4' v 1 V, r`M_B I ............... I T- I i T' J- l. _T IT F I i 7 -7 .. - 1 - " L F 7 L __j . . ... ... ... L T. -l— R' T ---- 7 1 . .. ... I T - T i 7' 7 F_-_ 1— T t j i 77-L 7 L .1 > i —A _j -1 L L i PL I 7 x I T _J . .... ...... .. .. ....... . L _7 A-Ij _J 7- F -r —1 1 T_ 7 1__ L, J j L_ -L A— K X, _1 J'I - - - - - - - * lel 1� T-" T' "IF i i . . I ... ... ... . L --i _4_J x� 6 T T T" L L .74 T ..i­�, _'T T T- -T- -7 T:"' 1 T T i 7 x 7,�,, 7,q rt IV[ b-zr' W �'N + X Ji- L-1 3-1 - v I �� �; pC_3 r I F T �X, p c J ---- i"'ll x, %,X L 0c) _L_ !__J i . . ...... . N. C -1 7'" PC -2 zo 00 . . ....... .. -J t. D. d L J -i-CL X I K 1 L 1 9 0 ...... .. .. 1. ......... 120 (L L I ... ... ........ T C j 1 i J co_ . .... ..... 7z-` -J -A li—L 7 17 T -L -l-, t7 I I- �,L 7171 -7 -- ---- - ------Ma " ,,, --F-' 7-1- ' -1 -1- ""'T F- 1- "', I I I I I , T .1- _A, -1 F T 1 i 1 F F ---I F �T Z-8" 44'-8" `11 64" 211-411 4'-0" T -O" 3'-4" 3'-4" 12-4- '12'-8" 17-0" 12'-0" T-4" 121-0" 2t 811 STRUCTURAL ELEV-6 1/81, = V-0.1 STRUCTURAL ELEV-7 1 /8" = V-01. 18T FLOOR T.O. FTG -2- :101"'_�� T.0, C.M-U_I 11 _oU 26 8 1ST FLCLOR R­5� ol T.O. FTG, A-) -2'- 0 _7V THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION ROC'S. ISSUE DATE: 9-21-11 z C, 0 V) �J* co Er-) c� 0, z LL z LLJ >N W �` !Wft- ILr= CONTRACT DATE: MAY 6, 2011 CD V_ z oc) y nrlrr LLJ n 0) 0 Z 0 ,—, p Q) z _j z w Lu V) Lij III 0 z z CL D ,6 0 00 C) r U-) z w 0 Z Z o< o CLLA_ U) T— STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO, IS 0 vi aCD co or rn cs rl N rl lQ k6 cn CD CD �o m a m < -8 0 :5 P- 0 z ri � .-:-0' :-0C'—M.U.Q�9' qTP1 irTI IPAI F-1 F -\/—R 1 /8" = V-0" STRUCTURAL ELEV-9 -T.O. C.M. U. Y--oii \�ffl ml 0 1ST FL T.O. PARAPE M p- 9 0 co _1�1FLOQR 0 -01. q_T4, ZTG, ZOil 1qTRt1C-T[1RAL FLEV-10 4 -, )(4C (4D) El STRUCTURAL ELEV-11 11811 � 11.011 6 (7) STRUCTURAL ELEV-15 8 1/81, V-011 T.C. C.M,U, ST FLOORR-Aj 0. - 0, ,w T.0, FTG.--�q 0-- STRUCTURAL ELEV-16 9 1-01, TO. 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ISSUE DATE: 9-21 —11 Lo 0 �t z u - Lw CONTRACT DATE: MAY 6, 2011 LLJ El C :b STRUCTURAL ELEV-14 7 1/8" = 1 "-0.1 T.O. 91- 4" - — C.M.U."' -�e 19T-FL90R A-" 01 0' oil STRUCTURAL ELEV-19 12118 1.4. T.O. C.M.U. — - — 24'- 0„ 50 9 ca _,157 FLOOR_ 01__/` _1_0�FTG A -2'- 0” /- 7 6 El STRUCTURAL ELEV-20 13 1.-o.. E.A �MS E R.V - 20'- 8" 1ST FLOOR_ oj� 0. -2'- ol1 RAPET 8 (:F ST ELC T.0, FTG. -211 0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING INC.ENGINEERING, - AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION 0 % CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 Lo 0 �t z u - Lw CONTRACT DATE: MAY 6, 2011 LLJ C :b X T C() p, z -T- X - i ui z ui V) Lij T" Z ED zEL r r% 0 00 LLJ 0) 0 0 0 Z Z T Z CD W 0 i- - L L L 7 111 pC-6 "I u - LL LL . .. ..... 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ISSUE DATE: 9-21 —11 Lo 0 �t z u - Lw CONTRACT DATE: MAY 6, 2011 STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, S6.1 LLJ z C() Q 0 z ui z ui V) Lij Z ED zEL r r% 0 00 LLJ 0) 0 0 0 Z Z T Z CD W 0 STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, S6.1 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 z U Ld rK NCD C) ui I 0) o �t wLi Lu z z LL— O W � E�3 r= CONTRACT DATE: MAY 6, 2011 (o Lij Lo Ip— Z (,) 00 uj 1*0 W% Z 0-4 z WILLW W Lu w L) Z —1 z CL 0 C00 ko Ziau) 0 C, Z vi CL LL- C/) qf 0 STRUCTURAL ELEVATIONS/ SECTIONS DESIGNED BY: DRAWN BY; CHECKED BY: JOB NO, 2011-21 SHEET NO. 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Y "' 'ta �M P WVP�'M � T,S 'fi 'i�mm w�_._�..✓� ,I I i /' E/ j / / u y - �I" ' T I / /'- -.-.:;_ E'.="___=7 _..-.-- .=Q--_.== _:T6 ,�.,., E___.........L_:.._..:�.:..-.� _ 3E ____ =71 - =.C-„*-:-'__.:,. _ = '1.:= __.; II..-.__.__;._'”" ,, _ ,_ .,,.:,..,_,..__ _,. :� ::., _]a'��_=.;5!_'�i __________.___ �1..___-..,._._____._,___.__ / _ ... , , - 17 I- \,. _ .. _71f_ `'` // / � iJ r I• -- ' ,61 Lo 1 ! U. L. DETAIL FOR CMU 2 HR. WALL _- Design Na. U05 1 March 17, 2004 - -__ _ ,.-___ Bearing Wall Rating -- 2 HR. , I I Nonbearing Wall Rating -- 2 HR _... ... - .--.__._ _.... - -- - 11FFV4(iE 1 1 C��R 1"L,1`i:�1N1 1 i—I- -- I - - - --I I__--� LIFE SAFETY PLAN za ' 3 SCALE: 1 /8"=1'-0" __ SS L, DJ ] ' , r 7" �L � �' 2' �I., 1zi ~ rn d .�.�.CYr% ;C,� ,=! � \ wI N . _.,__ _.____-„.____-____ _.. _ - - --� -----I-rlCl FE - -- . - ,” 1 1 I1 � i 1 i x Kill, w_I '_ ��� }I�," ,•F _ ; :,a, I G r.,) I -.---,.,,-"-J, ._ ---- 1 CF -T:, as �.y -_,_- 1 - - - - u r>_,' '< r e ,R- a.Aa", ? 1 iI _p ,.. 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' _ *--,�--■� �._mM-- , 1 26 ._ _ . �;;,, I o ...17 4: l 2 7'� L mom _f 1' _.___--.--_-._-_-_-----_---. __-._-..--_--__ ._: _ __._._.1*. - FE %J111, . r"��MIYL I „n [ 1 � --- r "�/nt\ '� l�w � � � rr■■we, /i/i i / / / / / / / i '' i / 1 �� II"i,� � 1-+c0iffiil�. 1 <rI 0) E � _ - 1.-.. _l'�_, �-- �Y 'e C 11-io l�i1�� fr'm.00L �.:­-.--_..r 7 — — -- d�,�r,,l I[',_ ­_.__"___..__`,:fl -1 - ------ _-1 , [. � � " rxs t ag C��9 a -A �a,.-. 5 y� � 0 L) - _. _ ____ Ya'?1 � 11.E : :� I SLI ir, kk �a ,� _ 1'1155' ,%�,=­ �,�, � , qsruj� L iiiiiiis VIII -11 L =M,Z) --------- >< 11 � I . � 11 i= L.__>.. -�te_fi../ _. t 'u7_ . (] _�,� " r !!" L __. -. �,Li`,$1!1'1 I - -- .11,111 --- � t far.,..)_ . If 1 1 1 �1 E Ty1,C, ' _ 4 � °l: "olivlro,1,1 1 E :.,,,1,.1 l u , 11f ;;°1 I f i1 r- C'� \:"/ 1[-1 'Af� "I ���'._" >_� ,-r .... ;= ,�nrx [... 1 wit -; ��`_._r_' ,.. _____..____ ___ ___--___-_. ___.__ __---.____ - _ _..-- , I. t .. dr"1n . . _yti- ' I ,,,xrs>r?, 7 dural I I �� REF C ­ _[___ 'VEND 5' _- 1 , 1 . _. i< o --= I I U amJ ,-.. Hr /- 1�1 4I l 1'i � _I I-';' 55P 110 / __ /I I 71 / l ' /'\ / 7/"ii-■ \ N•rl■ , ° / , / / � / /, / / / ,_ y ', . 'O. ., .. 11 , , '.I ; 1 I •'f Oa11 ,.O.8 4. 1. a " w 0 ✓ ::',,, +, p .p 3\-Gj \bJ (D-/ HORIZONTAL SECTION 1. Concrete Blocks* -- Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2, Mortar Blacks laid in full bed of mortar, nom. 3/8 in, thick, of not less than 2--1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered, 3. Portland Cement Stucco or Gypsum Plaster -- Add 1,/2 hr to classification if used, Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* -- (Optional -Not Shown) -- 1-1/2 in, thick max, 4 ft wide sheathing attached to concrete blocks (Item 1), THE DOW CHEMICAL CO -- Type Thermax *Bearing the UL Classification Mark vrwi n1r%"rr"r� C,',(' ) h' 3 aA,, I rl t1,4IE k °r1 l� � 1'Y 1 FrR1 d 1"i1AYI.: ��. , ii.i ..t, �', . ,a f\LI IvvIL.7 0 WALL HUNG FIRE EXTINGUISHER SURFACE MOUNT IN SHOP AREA AND PARTS. RECESS EXTINGUISHER CABINETS ALL OTHER AREAS, 0 CMU WALL WITH 1 HR, RATING. 0 FUSIBLE LINK SHUTTER (1) HR. RATED. Lil C DMIll I T ril INIU I Ill 1, SEE SHEET F'A1.0 FOR FIRE ALARM PLAN & SPECS 2. SEE ELECTRIC LIGHTING PLANS FOR LOCATION OF EMERGENCY LIGHTING AND EXIT SIGNS 1 T M— Mi f"'" A r- ii / ME 1 A RE 1 M- /" M- li LLFI- .Dmf I T r'LMll LF-UL:IVV 1 ■■rr,Irrl IIIA 1lllllllllllllllllllllllllllllll=1 M 1lllllllllllllllllllllllllll� M M M = & EE RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 2A:10BC DRY CHEMICAL LD FIRE EXTINGUISHER MOUNTED 3'-6" A.l FIRE EXTINGUISHER CABINET TO BE "LARSON" RECESSED AL -C -2409-R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING. FIRE EXTINGUISHER ON HOOK, MTD S-6" A.F.F. TO HOOK (60B: C SMOTHERING NON -CONDUCTIVITY EXTINGUISHER IN SERVICE BAYS) (5 LB. EE ABC TYPE 2A:1 UBC DRY CHEMICAL FIRE EXTINGUISHER IN PARTS DEPT.) 1 �­-­�'77­_L ,�1-11-------.----,-,-,-�:-"-,-- �11111 �77 MEZZA INE LIFE AF �0 N SAFETY PLAN �3 SCALE: 1 /8"=V-0" AUTOMATIC FIRE SPRINKLER & FIRE CODE REQUIREMENTS l NI< R r AUTOMATIC FIRE SPRINKLER LE SYSTEM COMPLYING WITH NEPA 13 REQUIREMENT.c SHALL BE PROVIDED FOR ENTIRE BUILDING r . ENGINEERED FIRE SPRINKLER DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, ARCHITECT, BUILDING DEPARTMENT AND FIRE MARSHAL FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO P SUBMITTAL, FLORIDA A I I w DM N STRATIVE OD __ C E SECTION 61G15 RECUIR M NTS. ,....E E THE FIRE SYSTEM SPRINKLER DESIGN SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15, THE PERMIT SUBMITTAL DRAWINGS AND SHOP DRAWINGS SHALL LIST THE FOLLOWING F.A.C. SECTION 61G'15-32,004 CODE DESCRIPTION, AND PROVIDE DESCRIPTION OF HOW EACH ITEM IS TO BE RESOLVED. FOLLOWING IS THE FLORIDA ADMINISTRATIVE CODE SECTION: 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS, (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO AUTOMATIC SPRINKLER SYSTEMS OF WET, DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINS AND DEDICATED FIRE PROTECTION WATER SOURCES. (2) TO ENSURE MINIMUM DESIGN QUALITY TO FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN APPLICABLE: (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY SECTION 633.021(1$)., F.S. (B) APPLICABLE NEPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS, (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM T'Y'PE, DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY, (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY' DEMANDING DESIGN AREA, (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC GAUGE PRESSURE TO NO FLOW, FLOW RATE WITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER, (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE MEASURES. (1) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS, (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM TESTING PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPOVAL AND DOCUMENTATION, FIRE SPRINKLER REQUIREMENTS: 1, MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES AND FOUR (4) FEET TO THE REAR OF ALL FIRE HYDRANTS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED,) 2, MINIMUM MANDATOR'/ CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES OF ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED, (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 3. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ACCUMULATE ON THE 'CONSTRUCTION SITE. THE MINIMUM FIRE FLOW SHALL BE NOT LESS THAT 500 GPM, HIGHER FLOW REQUIREMENTS MAY BE REQUIRED ACCORDING TO THE DENSITY OF THE APPROVED PROJECT. (NFPA 241-8.7,2.1) 4. TAMPER SWITCHES SHALL BE INSTALLED ON THE OS & 'Y VALVES AT THE BACKFLOW PREVENTOR. COORDINATE WITH THE FIRE ALARM COMPANY TO FACILITATE INSTALLATION. 5. ALL, FIRE BARRIERS,/PARTITIONS, SHALL BE IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE FIRE MARSHAL. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS "FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS" IS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ,ITTEN CONSENT. THEY' ARE TO BE USED ONLY FOR THE SITE A OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION HOC'S. ISSUE DATE: 9-21-11 0) W Q 0 } C) 4 Z " CONTRACT DATE: MAY 6, 2011 rW - _ I I --,....--- / - - - - - __ --- ,\ _ -, I I ----Z-----�---._...._. ¢ h .. 0l LIFE SAFETY PLAN za ' 3 SCALE: 1 /8"=1'-0" __ SS L, DJ ] ' , r 7" �L � �' 2' �I., 1zi ~ rn d .�.�.CYr% ;C,� ,=! � \ wI N . _.,__ _.____-„.____-____ _.. _ - - --� -----I-rlCl FE - -- . - ,” 1 1 I1 � i 1 i x Kill, w_I '_ ��� }I�," ,•F _ ; :,a, I G r.,) I -.---,.,,-"-J, ._ ---- 1 CF -T:, as �.y -_,_- 1 - - - - u r>_,' '< r e ,R- a.Aa", ? 1 iI _p ,.. I 9 ", I C�" 0.I 3, ) R r _-----_,__.,__.-._..___—� T___._____..._____-_ dto I_n Ir, �'" 11 •� 1,y 0 U I r 1011. c, O IF r "I Icy. pg w ......., f _ IE x 8 �I R�� 'i �,.._ /�' 1 ran i " Ir kp�-I Iw :7 I 1 I I 1 ` -__1__1____r___-- ,,__ - __ ____..______ _ W d\ r_ n� �t , u s u ,.I ° 1 a 6 ` � I ' r _ I .. 1 r 3 ir y r?_ , I. _... _. X 11<1 0=_%== iwv=,­-� du,n ' --- d `° __,_ __ __ du,!I_A�I ' w ='" '1,17 o �(� ijdj 4illll �, "I ! Iii; --,-- - ­__ ) I / -L .], ID -, � Z - , ­ =­ s I J �al:13 � ._ w P" -_ � J II )� SU odl I""IE , ll> J S P U`R� �� . ' _ *--,�--■� �._mM-- , 1 26 ._ _ . �;;,, I o ...17 4: l 2 7'� L mom _f 1' _.___--.--_-._-_-_-----_---. __-._-..--_--__ ._: _ __._._.1*. - FE %J111, . r"��MIYL I „n [ 1 � --- r "�/nt\ '� l�w � � � rr■■we, /i/i i / / / / / / / i '' i / 1 �� II"i,� � 1-+c0iffiil�. 1 <rI 0) E � _ - 1.-.. _l'�_, �-- �Y 'e C 11-io l�i1�� fr'm.00L �.:­-.--_..r 7 — — -- d�,�r,,l I[',_ ­_.__"___..__`,:fl -1 - ------ _-1 , [. � � " rxs t ag C��9 a -A �a,.-. 5 y� � 0 L) - _. _ ____ Ya'?1 � 11.E : :� I SLI ir, kk �a ,� _ 1'1155' ,%�,=­ �,�, � , qsruj� L iiiiiiis VIII -11 L =M,Z) --------- >< 11 � I . � 11 i= L.__>.. -�te_fi../ _. t 'u7_ . (] _�,� " r !!" L __. -. �,Li`,$1!1'1 I - -- .11,111 --- � t far.,..)_ . If 1 1 1 �1 E Ty1,C, ' _ 4 � °l: "olivlro,1,1 1 E :.,,,1,.1 l u , 11f ;;°1 I f i1 r- C'� \:"/ 1[-1 'Af� "I ���'._" >_� ,-r .... ;= ,�nrx [... 1 wit -; ��`_._r_' ,.. _____..____ ___ ___--___-_. ___.__ __---.____ - _ _..-- , I. t .. dr"1n . . _yti- ' I ,,,xrs>r?, 7 dural I I �� REF C ­ _[___ 'VEND 5' _- 1 , 1 . _. i< o --= I I U amJ ,-.. Hr /- 1�1 4I l 1'i � _I I-';' 55P 110 / __ /I I 71 / l ' /'\ / 7/"ii-■ \ N•rl■ , ° / , / / � / /, / / / ,_ y ', . 'O. ., .. 11 , , '.I ; 1 I •'f Oa11 ,.O.8 4. 1. a " w 0 ✓ ::',,, +, p .p 3\-Gj \bJ (D-/ HORIZONTAL SECTION 1. Concrete Blocks* -- Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2, Mortar Blacks laid in full bed of mortar, nom. 3/8 in, thick, of not less than 2--1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered, 3. Portland Cement Stucco or Gypsum Plaster -- Add 1,/2 hr to classification if used, Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* -- (Optional -Not Shown) -- 1-1/2 in, thick max, 4 ft wide sheathing attached to concrete blocks (Item 1), THE DOW CHEMICAL CO -- Type Thermax *Bearing the UL Classification Mark vrwi n1r%"rr"r� C,',(' ) h' 3 aA,, I rl t1,4IE k °r1 l� � 1'Y 1 FrR1 d 1"i1AYI.: ��. , ii.i ..t, �', . ,a f\LI IvvIL.7 0 WALL HUNG FIRE EXTINGUISHER SURFACE MOUNT IN SHOP AREA AND PARTS. RECESS EXTINGUISHER CABINETS ALL OTHER AREAS, 0 CMU WALL WITH 1 HR, RATING. 0 FUSIBLE LINK SHUTTER (1) HR. RATED. Lil C DMIll I T ril INIU I Ill 1, SEE SHEET F'A1.0 FOR FIRE ALARM PLAN & SPECS 2. SEE ELECTRIC LIGHTING PLANS FOR LOCATION OF EMERGENCY LIGHTING AND EXIT SIGNS 1 T M— Mi f"'" A r- ii / ME 1 A RE 1 M- /" M- li LLFI- .Dmf I T r'LMll LF-UL:IVV 1 ■■rr,Irrl IIIA 1lllllllllllllllllllllllllllllll=1 M 1lllllllllllllllllllllllllll� M M M = & EE RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 2A:10BC DRY CHEMICAL LD FIRE EXTINGUISHER MOUNTED 3'-6" A.l FIRE EXTINGUISHER CABINET TO BE "LARSON" RECESSED AL -C -2409-R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING. FIRE EXTINGUISHER ON HOOK, MTD S-6" A.F.F. TO HOOK (60B: C SMOTHERING NON -CONDUCTIVITY EXTINGUISHER IN SERVICE BAYS) (5 LB. EE ABC TYPE 2A:1 UBC DRY CHEMICAL FIRE EXTINGUISHER IN PARTS DEPT.) 1 �­-­�'77­_L ,�1-11-------.----,-,-,-�:-"-,-- �11111 �77 MEZZA INE LIFE AF �0 N SAFETY PLAN �3 SCALE: 1 /8"=V-0" AUTOMATIC FIRE SPRINKLER & FIRE CODE REQUIREMENTS l NI< R r AUTOMATIC FIRE SPRINKLER LE SYSTEM COMPLYING WITH NEPA 13 REQUIREMENT.c SHALL BE PROVIDED FOR ENTIRE BUILDING r . ENGINEERED FIRE SPRINKLER DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, ARCHITECT, BUILDING DEPARTMENT AND FIRE MARSHAL FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO P SUBMITTAL, FLORIDA A I I w DM N STRATIVE OD __ C E SECTION 61G15 RECUIR M NTS. ,....E E THE FIRE SYSTEM SPRINKLER DESIGN SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15, THE PERMIT SUBMITTAL DRAWINGS AND SHOP DRAWINGS SHALL LIST THE FOLLOWING F.A.C. SECTION 61G'15-32,004 CODE DESCRIPTION, AND PROVIDE DESCRIPTION OF HOW EACH ITEM IS TO BE RESOLVED. FOLLOWING IS THE FLORIDA ADMINISTRATIVE CODE SECTION: 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS, (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO AUTOMATIC SPRINKLER SYSTEMS OF WET, DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINS AND DEDICATED FIRE PROTECTION WATER SOURCES. (2) TO ENSURE MINIMUM DESIGN QUALITY TO FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN APPLICABLE: (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY SECTION 633.021(1$)., F.S. (B) APPLICABLE NEPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS, (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM T'Y'PE, DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY, (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY' DEMANDING DESIGN AREA, (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC GAUGE PRESSURE TO NO FLOW, FLOW RATE WITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER, (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE MEASURES. (1) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS, (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM TESTING PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPOVAL AND DOCUMENTATION, FIRE SPRINKLER REQUIREMENTS: 1, MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES AND FOUR (4) FEET TO THE REAR OF ALL FIRE HYDRANTS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED,) 2, MINIMUM MANDATOR'/ CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES OF ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED, (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 3. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ACCUMULATE ON THE 'CONSTRUCTION SITE. THE MINIMUM FIRE FLOW SHALL BE NOT LESS THAT 500 GPM, HIGHER FLOW REQUIREMENTS MAY BE REQUIRED ACCORDING TO THE DENSITY OF THE APPROVED PROJECT. (NFPA 241-8.7,2.1) 4. TAMPER SWITCHES SHALL BE INSTALLED ON THE OS & 'Y VALVES AT THE BACKFLOW PREVENTOR. COORDINATE WITH THE FIRE ALARM COMPANY TO FACILITATE INSTALLATION. 5. ALL, FIRE BARRIERS,/PARTITIONS, SHALL BE IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE FIRE MARSHAL. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS "FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS" IS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ,ITTEN CONSENT. THEY' ARE TO BE USED ONLY FOR THE SITE A OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION HOC'S. ISSUE DATE: 9-21-11 0) W Q 0 } C) 4 Z " CONTRACT DATE: MAY 6, 2011 rW u c1')_ I \ L1O ¢ h .. 0l 1— :zv C.) 0) O I h WZ LL UJ V) W <i2 z LLJ — V C) _ � W -s O 0� `_ z W (!i o � 0 � r� vJ LZLJ 14- I LIFE SAFETY PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, LS1.0 Ul . I I I I I I I I I ANN, I I ENTRY EYPAO 2$ REQID',' QR T 12 OV.ERH AD DOOR (YP ,; 42 ,r .r TypCk� v -S - y < ;< Aq 1608x 119 _ 1159 I 1 ,. - r X' 120E 35B (1 ' J' ✓ ✓ ✓------------ ------------ ----- / Jr / % % -- .✓ W1 � I ELE . RM. ✓ J f 146 /' r /' ✓ i ✓ r r 41 0 . l �✓ / ✓ r J' / ! J // r OFFICE W11 OFFICE w22 I F��::L) F CE48 15 I a_ ' ✓ i 'J N: W3 W3' W21 _-_. -- .-_ _._.._ ..._. _ � - 1 � X, — .— c I 163 162 W / t :a 4� ;1 � I 1 X 163 � 162 CORR. f Gil 1i f alottl' G �. as ` ® 152E 121 �, i�:. . G 160 I �.� n Cart sly,. �t.l:lr CORR. ----V i 43 �- c-� „ o ? 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RM. ) TOOLS X 34 I TAIL PART �,. 42 106 104 D EA L R w5 v� I CASHIE w ' 2� 138 w1� 48 ..-4- 7 W4 3 DATA 6 4 °a i W 1 ✓ i X Pump o � dlaln I MEN i -----I-- 1 14 --_ I 50 7-u m _Ind �` - —°--� CONTAINMENT/ LA 129 rW , -- _`17_7 108 i 129 i 128 128 r - _-_._.. _ 4TI, A25 ='1 x ; ` �- COMPRESSOR �'' 1_1_1 1 1_Y _1r�1 , 1_I_AVY_I 1_1_1+IYr1 ° _`�--- -- - ---- 1 <�' +lieA6 �� y1��1p� 13 1W� --�-- 1 Q c1 . o - __ I - I 11 5 PRESS II �, d ° 1 VESTI 1 ( 26 I 1r lrwrl_Iw1_ _1_1 ... -- 1_1_' SERVICE .... CI�.J 30 - 1/r i ''v�1 _y_ _,_I_1 1_,_1_1_1_1-1_1��'/ �' kms. �` 4 X _ �i o Cl 13� I I - _ -._ - --- I FINITI !=.`^` art I ,IMkn.,-A �.,DG 32 _ _ II �I 101 \\ 102 i , , �� TTI� - FIXTURE +,.,_.. _. ._.,........ rY_�. .-.....—_�—� � 1 M-7 \_....,, _. ...._. T ash , O I� - i � Dal i i• I ,.t I i I I -�, 10 p A4.0 "25 3 i 26 -_ ! CUSTOMER 26 _= 1 _ J I __ - 2 4 — , I 1� { _.. 1 �� WAITINGP� — A 30 _ ark 1 J 14 LOBBY �' _ _ i 56II.4:, MENS TECH[3'>� , _I _I�1__ ryil J— L.~ , 1_1_1 _I_V'1 _I_I,�.1 _1_1_1 _I _I_N_I } F 14j0 .__ _l LIL= JI I ISpI EXPRESS ......M.. °- _.....;....1°C �_ _ LOCKERS/, c� 1 SERVICE53 X I'� I I 1 -- - --- 22 �1�1 "1y 1.�1 _I _1_1_1,_1_1_1_I.,rul.rwl,r_1_1_,ar..,_1.nn1.:�r1 _1 1_1_1_�_1��1 _1_I_1_1_i�i , p ' I OMEN TECH «...� X� — RESTRM. ,K A6.0 j 23 _I_1 a �^ sgMrt,'{7 LAV. i o W24- w15 149 \ i i OR. ' a `� 9 - — I I � -•_ a�: .> 150 I x I II 1$ Q7 O / - - - i A6.1 A6.1 i CAFE 54 133 133 urp p # s a b n >/ I , r -- --- %. 1 — R v S W32 ,., ;r c; �. ”' � n - - EF VE 1(�)_ 11 ------ x 71r, r\77717 /7=7/x17,77R x: K. 20 24 _ _ --_--_— W7 W7 _ W7 r- W7 I p t I 1 W18 00 RVICEtVICE ISEiVICEEVICE _ �� -: _ __...= -7 5O [/t__�AO fA6 I ff �''IS ws -- -- - __�aC � I ws _.�___ ws s A TY SEF VI E MGR'% 12 VIS � A VIS R I AD�15 R IAD IS R � � WARRANTY -- 1' _1� 45 57 - J r r --iT;� , 4$ 11 45 r r r !o EC BREAK RM. A6.0 ,, 11_:,;9 �m l _,/ ,,✓ ,% J r ' / .J Jar✓ -------- ----- i % �'✓ 51 151 ,< w14 ------------ - J W91 r /�� /�+ r✓`,,✓` ✓ 1460 146B ` ✓ / %✓, _ ` f x ' f ly - -y X w1 "' a' W2 O 21 b 21 �. 0 SERVICE BAY LIFTS, OIL PIPING, AIR PIPING, OIL TANKS, & COMPRESSORS ARE PROVIDED & INSTALLED BY OTHERS, GENERAL CONTRACTOR TO COORDINATE THE LIFT INSTALLATION, EXACT LOCATION AND POWER REQUIREMENTS. GC SHALL PROVIDE DEWATERING IF REQUIRED FOR THE INSTALLATION OF ALL UNDERGROUND SERVICE EQUIPMENT, MOTORIZED OVERHEAD DOOR, SEE DOOR SCHEDULE. WALL MOUNTED DUCTLESS AC UNIT, REFER TO MECHANICAL PLANS. 4 KEY DROP-OFF BOX, PROVIDED BY OTHERS, INSTALLED BY' GEN. CONTACTOR.. MANUF: KE'YKEEPER MODEL NO, SEDXLWS FREESTANDING SYSTEM WITH STAND. LOCATION OF KEY BOX TO BE DETERMINED BY OWNER: `•D TIME CLOCK SUPPLIED BY OWNER. VERIFY' LOCATION W/OWNER. PAINTED TELEPHONE PANEL 4'H x 8'W x 1/2" THK, CDX. PLYWD, VERIFY SIZE AND LOCATION W/ DATA/COMMUNICATIONS VENDOR. COORDINATE WITH ELECTRICAL ITEMS, 0 ELECTRIC WATER COOLER, REFER TO PLUMBING PLAN. STOREFRONT SYSTEM, REFER TO THE WINDOW ELEVATION PLANS. 9 PENCO-6231V DOUBLE 11ER VANGUARD LOCKERS - 12"x15"06", 72" OVERALL SUPPLIED/INSTALLED BY CONTRACTOR. 10 MOP SINK. REFER TO ENLARGED PLUMBING PLAN. 11 EMERGENCY EYEWASH. 12 FIRE SPRINKLER RISER AND VALVES. ENGINEERED FIRE SPRINKLER DRAWINGS TO BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 13 4' HIGH PAINTED CMU WALL W/ 4" PRE -CAST CONC, TOP SLOPED ON BOTH SIDES, PAINT FINISH BOTH SIDES, 14 OLD OIL AND COOLANT DISPOSAL UNIT, BY OTHERS, 15 PAINTED EXPOSED STEEL COLUMN. 16 LINE OF GYPSUM BOARD "BRIDGE" ABOVE. 17 CONCRETE APRON, SEE FOUNDATION PLAN, 18 REFRIGERATED AIR DRYER BY OTHERS, MOUNT ON SHELF OVERHEAD, 19 TRENCH DRAIN, REFER TO PLUMBING PLAN. 20 REFRIGERATOR BY OWNER. 21 INSTALL SUMP W/ 3" DIA. HOLE IN GRATE, REFER TO PLUMBING PLANS. 22 ROLL DOWN SECURITY, COORDINATE INSTALLATION WITH MEZZANINE VENDOR. 23 INTERIOR MILLWORK, REFER TO INTERIOR ELEVATIONS. 24 VENDING MACHINE, BY OWNER, 25 RECEPTION COUNTER BY OTHERS. GC TO COORDINATE INSTALLATION. 26 FURNITURE BY OWNER, REFER TO INFINITY IMAGE PROGRAM HANDBOOK FOR FINISHES. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS. 27 TIRE CHANGER SUP'P'LIED BY OTHERS, 28 CONCRETE FILLED BOLLARD. 29 WORKBENCH SUPPLIED BY OTHERS. 30 WHEEL BALANCER SUPPLIED BY OTHERS, 31 INSTALL KNOX BOX, VERIFY LOCATION W/ FIRE MARSHALL. 32 DOUBLE WALL OIL STORAGE TANKS SUPPLIED AND INSTALLED BY OTHERS. 33 AIR COMPRESSOR SUPPLIED AND INSTALLED BY OTHERS. G BRAKE LATHE SUPPLIED AND INSTALLED BY OTHERS. 35 ALIGNMENT RACK AND ASSOC. EQUIPMENT, SUPPLIED AND INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE INSTALLATION AND POWER REQUIREMENTS, GC TO INSTALL RECESS IN SLAB AS REQUIRED FOR EQUIP. REFER TO STRUCT, DWGS COORD. SIZE W/ EQUIP SUPPLIER,/INSTALLER 36 "BILKO" TYPE S ROOF HATCH AND LADDER (36"00"), 37 WATER HEATER REFER TO PLUMBING PLANS. 38 WASHER BY' OWNER. 39 DRYER BY OWNER. 40 CUSTOMER LOUNGE FIXTURE BY OWNER REFER TO INFINITI IMAGE PROGRAM HANDBOOK FOR DETAILS, 41 POWER WASHER BY OTHERS, 42 WALL LOUVER REFER TO HVAC PLAN, 43 CHAIN LINK FENCE & GATE MATERIAL UP TO ROOF DECK. 44 OPERABLE PARTITION TOP SUPPORTED, 3" PAIR PANELS,"HUFCOR" SERIES 632 W/ SWEEP & TRACK, STC 41, PH, (407) 302-2286 EXT 233. UNISPAN SELF SUPPORTING TRUSS ASSEMBLY DESIGNED, CERTIFIED, FABRICATED AND INSTALLED BY HUFCOR, FINISH TO BE DETERMINED. 45 EXHAUST DUCT WITH LOW EXHAUST GRILLE, REFER TO HVAC DRAWINGS, 46 NOT USED, 47 OVERHEAD CORD REELS FOR AIR, WATER, OIL, AND LIGHTING TO BE PROVIDED BY OTHERS, GENERAL CONTRACTOR SHALL PROVIDE PLUMBING, POWER, AND CONDUIT W/FEEDERS AS REQUIRED TO POINT OF CONNECTION. AIR LINES ARE PROVIDED AND INSTALLED BY OTHERS, 48 MOTORIZED WIGH SPEED OVERWEAD D1�OR BY '"RYTEC" PROVIDED AND INSTALLED BY OTHERS. GC TO COORDINATE DOOR HARDWARE CLEARANCE REQUIREMENTS WITH ALL TRADES. 49 ROOF DRAIN PIPE, REFER TO ROOF DRAINAGE PLAN. i0 (1) HOUR FIRE -RATED FUSIBLE LINK SHUTTER. 51 BIG ASS FAN, REFER TO ELECTRICAL PLANS `2 PARTS STORAGE SHELVING. 53 ICE MACHING BY OTHERS, PLUMBING AND ELECTRICAL CONNECTIONS BY GC. 54 SODA EQUIPMENT RACK BY OTHERS. ( 55 RATED COUNTERTOP FIRE DOOR (7'-4" W. x 4'-8" H MASONRY OPENING) GALVANIZED / STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOP FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM, "CORNELL" OR EQUAL. 563 RATED COUNTERTOP FIRE DOOR (11'-4" W. x 4'-8" H. MASONRY OPENING), �) GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL. PROVIDE COUNTERTOP FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM \ "CORNELL" OR EQUAL, J �I C 57 RATED COUNTERTOP FIRE DOOR (4'-8" W. x 4'--8" H. MASONRY OPENING), GALVANIZED STEEL FINISH, WITHOUT INTEGRAL FRAME AND SILL, PROVIDE COUNTERTOP i FIRE DOOR WITH FUSIBLE LINK MECHANISM CONNECTED TO FIRE ALARM SYSTEM, / "CORNELL" OR EQUAL, _.. /"r P`R1 r1'1 A 1 RIr%Tr_r" 1iN.3L11L:M IL IVU 1 F-0 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE, 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPE: AND LOCATIONS. 3, GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY' OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK, r— T M P' Pr ATP^' P\ r% A M TTTT . ^% R 1 1 r- /^1 r— R 1 P\ I-1RL rii I Lu rArx 1 1 11U11 LLVLIVu — ■.nom i � 1 HOUR FIRE RATED PARTITION. 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF LING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 1 00% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 cn,ww'' J y- w za J Fes - 1 11-'-y ca 117-1 I� CONTRACT DATE: MAY 6, 2011 c.0 w � a - I OO Lei l to ., o k Z i Lu z W Z �► J I 0 00V 0) `- 0 • 0 z z/ LL. LJ V) O n z r 0 o ~ A DESIGNED BY: DRAWN BY: CH_ECK_ED BY: JOB NO. 2011-21 SHEET NO. w_ A1.0 1 A4.0 CV b clq 00 13'-411 11 ,6.2 (3) 4A 14B 4D,l 4C-7 208'-0" 1 371-411 1 1 1 70v-Bvv ol " 1 1001-01, 241-011 61. If 2' If 1-011 26-001 2t'-6 1&, 17'-2 1/2" Opl 31.4 23'-I,8,' 75'1 10 -8 41-811 4 8" 41-811 12'-811 81.0" 3!-8!' 3'r-4" 5'-4" 41 ol 2V-410 3'-0". T-4ti. 2314f# ol c A x ymm 77= I 51-0fo x 0 - 1a'-11/4° 8'- 10 3/4" X 04 x x x x OFFICE OFFICE x X L ------------------ --------------------------------- X, x F_ ELEC. RM. 77, F & I OFFICE 15G]z z 9 162 121 — — — — — — --- — -- x X x X x Nj::::cm;; uj 9 C) I x x / A \ CORR. CORR. 9, IIL . ....... .... cll� 3: o- ---- ---- -- --- V 0 1 152 ET PRE )< kN f x NEW CAR DELIVERY 81 >< x F & I OFFICE x b I E_.. - I x Tc __ - 0 01 N � X,41 v7e V'k ;�,>Cx x Lin, cr) OFFICEll YTl OFFICE co A, 164 x �x >< x Yi -4" 20l -/ill >>/ 31' 31 >6' L/ . .... E-7 4- x UJI Y -CONTROLLER �x —T- 123 CL e- 751-011 SALES 9 SALES ------ 25 x - x 118 x --- 0 121 0 - ----- r --- j D �) x �clr:, �.f & I OFFICE 12'-1 3/8" C�:) BILLINCV115( X x ACCOUNTINII- j lli�fd It"d X, CL X x 7 ll� C op x d x 60rl64 FP7 7 F� Tg7 .7 0 -bin 4) SALES 'jplI`jrT 1�21,410101<1< C x dill X X IL--- < c x, DRY PREP < r r--- 04, PARTS x X 4 3 5/3" 1 135 1 1 V-15" c x r A6.- 7 -- Tr lio SALES I 5' 11311 x 9 x CL N 6-5 5/ c j=7T x < Ccr, I V No x SALESL 6q x SHOWROOM ------- 811 1-13'-4" 3 x >/ 1 10'- 10 1/8" 5'-0 1/2"( j C1.4 7— x P F97� cr) L <>< Flurnp x PREP/LA x x 157 X 0 rN r- A IZ MR A x V-113" 12-10 1/16" MEETING/TRAINING 'Ix Lo cl) — - ------ c < SUPPLIES' PREP MGR. x Z' > F c r t 110 X TrIOSh PARTS MGR./ 155 154 I c JAN. RI A. Lo A6.0 I 0) (I �o 156 F > 41-- 3 -1 5k, Tr a _.s C? y 4 - qv /All"' X ol 1�-110 314'7 L 5q Ld 7 1 3/8" 1 Z- /7 4-- _Ccirt X 7 0) ------- __- --- -t-7 SERVICE xe -011 41-9 3/li/V SALES 'I I co TECH ARTS X x SDC/INTERNET COU TER >�� x /811 04 >\ WM A 22 4 m 'X' 1 7 ZX x x �x -7 ?F �o 0'-10 3/ '5'-0 1/2 Q 103 CU70M "AITIN 3 Ii N, 1 1131 c1l, LOBBYv lt- (19 51c, 04 22 A6.0 I 1 13 16 Lo A6.1 A6.1 CV Com__. JX 'y v x-xxx j>r/ X'>c Qo<xxxAlml=w�ll/ SERVICE SERVICESERVICE SERVICE11-410" 3--o' 9-4 11 ADVISOR AoVISOR ADVISOR [ADYISOR ? 7 C 140 1114143 r4 10'-4" VA4.1 101-410 17'-1111 D _\0- - ------- ------ i 2 N '71 111 �o ------ ------- --- 9 b_0----- --------- --- I 4RVICE RECEPTION 139 777 --CF -p----- -------- ---- -0 ----- -------- -- 9 CV - 0 'o -- ---- ---- -- ce) (E 13`410 8'-8" 2 81v 181-811 81-8f 22"-8•T-851-41' 2,/ C4A CAFE 132 0 147 61-011 t of 11 .4 101.8 "XA, vV4 9- e- rx) "IA6— < P1 C? < 'xAIN 4 4 SPECIAL fO < .21 TOOLS x N /< EQUIP. RM. cl" X 7-4" J [1487 < Cl "L cj 5 -7-1 < F PRESS K CD SEffiVlGF_ CIE. ..01W 707 xxxxxxxxx X 4 x X:e< Olt 9'4" 8'-3 50' e(cl, ESSl MENS TECH "^rVIR LOCKERS/ X SERVICE WOMEN TECH< RESlKM. LAV. OR. L) 1133 7777_gl-?:� Lv71 Lo REF VEND ik"k X' 0 Y\ — ,,,<_ — - — 44 - >< lo.-oll WARRANTY SERVICE MGR.. T 03[l 0 "t , . '1� 10') y, op 145 Ho TECH BREAK RM. 101,411 159-211 .- // %� /��/ �''/----------------- ------------- on iX SALES --- ------- --0 31 -�4 T-47 *7' ---------- ------ 0" 0 ----------- �: ------- 0 `--------- --------- 0 NN 9 -- ---- ----- --- 4 ----------------------- ----- K- LRT 4" 41.0" 208'-0" DEALER 110 �3 01) 01151 0 Ff-I ?F �o 0'-10 3/ '5'-0 1/2 Q 103 CU70M "AITIN 3 Ii N, 1 1131 c1l, LOBBYv lt- (19 51c, 04 22 A6.0 I 1 13 16 Lo A6.1 A6.1 CV Com__. JX 'y v x-xxx j>r/ X'>c Qo<xxxAlml=w�ll/ SERVICE SERVICESERVICE SERVICE11-410" 3--o' 9-4 11 ADVISOR AoVISOR ADVISOR [ADYISOR ? 7 C 140 1114143 r4 10'-4" VA4.1 101-410 17'-1111 D _\0- - ------- ------ i 2 N '71 111 �o ------ ------- --- 9 b_0----- --------- --- I 4RVICE RECEPTION 139 777 --CF -p----- -------- ---- -0 ----- -------- -- 9 CV - 0 'o -- ---- ---- -- ce) (E 13`410 8'-8" 2 81v 181-811 81-8f 22"-8•T-851-41' 2,/ C4A CAFE 132 0 147 61-011 t of 11 .4 101.8 "XA, vV4 9- e- rx) "IA6— < P1 C? < 'xAIN 4 4 SPECIAL fO < .21 TOOLS x N /< EQUIP. RM. cl" X 7-4" J [1487 < Cl "L cj 5 -7-1 < F PRESS K CD SEffiVlGF_ CIE. ..01W 707 xxxxxxxxx X 4 x X:e< Olt 9'4" 8'-3 50' e(cl, ESSl MENS TECH "^rVIR LOCKERS/ X SERVICE WOMEN TECH< RESlKM. LAV. OR. L) 1133 7777_gl-?:� Lv71 Lo REF VEND ik"k X' 0 Y\ — ,,,<_ — - — 44 - >< lo.-oll WARRANTY SERVICE MGR.. T 03[l 0 "t , . 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ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2, REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS, 3, GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4, "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GRNERAL CONTRACTOR'S SCOPE OF WORK. rI r- III A -1-r-r% M A Ra . ii j. rxL_ KA i L L.; r A m i I I i U I I L r- 111J C: 1-4 U — m I HOUR FIRE RATED PARTION, S DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE A OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CONTRACT DATE: MAY 6, 2011 (.0 �7) C) Z oo Z C; z L.L Wuj Lu z Lu CL 0 00 0 Lu 0 0 06 Z 3: z o< cr. CL u_ U) Uzi 0 FLOOR DIMENSION PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. All iX --- ------- --0 31 -�4 T-47 *7' ---------- ------ 0" 0 ----------- �: ------- 0 `--------- --------- 0 NN 9 -- ---- ----- --- 4 ----------------------- ----- K- LRT 4" 41.0" 208'-0" 221-81' 161.0#pr 3l-01! 31 Ori 231-41'8'-0" t.4� 8'-0" " 218 /7-111"1 2 A4.0 A4.1 FLOOR DIMENSION PLAN SCALE: 1 /810=1'_oll - — - — - — -- — - — - — --- - --- — - — - — - — - — - — -- — - — - — - — - — --- - — - 1001-01, (6 (�7 9 • CONT 41INIME'VIIIIT, COMPRESSOR 15 1 b 00 I 0 N [a] 1:1 (4BN (4D) 4C MEZZANINE PLAN SCALE: 1/8':`=l'-0" rx L_ I 1 14 111 1 L. III 0 REFER TO SHEET A1.0 FOR KEYNOTES, els r_ ft 1 r- m It 1 rt i t,%,T-rI %J I- I I L_ r\m 11- 11 %J I L-0 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2, REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS, 3, GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4, "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GRNERAL CONTRACTOR'S SCOPE OF WORK. rI r- III A -1-r-r% M A Ra . ii j. rxL_ KA i L L.; r A m i I I i U I I L r- 111J C: 1-4 U — m I HOUR FIRE RATED PARTION, S DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE A OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CONTRACT DATE: MAY 6, 2011 (.0 �7) C) Z oo Z C; z L.L Wuj Lu z Lu CL 0 00 0 Lu 0 0 06 Z 3: z o< cr. CL u_ U) Uzi 0 FLOOR DIMENSION PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. All INUK I HWEST ELEVATION - (FRONT) SCALE: 1/8"=V-0" SCALE: 1/8"=V-0" °-0" 1.r1/1t I r. "-r- r. r\ L_ I IMV I L;; o 0 BUILDING SIGNAGE SUPPLIED BY OWNER, GENERAL CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS WITH SIGN VENDOR, INDICATES ROOF LINE BEHIND PARAPET. 0 PIPE BOLLARD, REFER TO STRUCTURAL DETAIL DRAWINGS. GWALK DOOR, REFER TO DOOR SCHEDULE. \.:./ STUCCO REVEAL — "FRY" OR EQUAL, ITEM # PCSV— 75— SHORT—" V" REVEAL MOULDING CONTINUOUS COPING, REFER TO WALL SECTIONS. 0 SCUPPER, COLLECTION BOX, GUTTER AND DOWNSPOUT REFER TO ROOF PLAN FOR SPECIFICATIONS AND DETAILS, 0 LOUVER, REFER TO MECHANICAL PLANS. IOVERHEAD DOOR REFER TO DOOR SCHEDULE, 1G GLAZING SYSTEM, REFER TO FLOOR PLAN AND WINDOW ELEVATION DRAWINGS, 11 ALIGN HORIZONTAL AND VERTICAL REVEALS WITH FGW MULLIONS, 12 ALIGN HORIZONTAL REVEALS WITH HORIZONTAL MULLIONS OF FGW. 13 SECTIONAL ALUMINUM GLASS PANEL DOOR REFER TO DOOR SCHEDULE, ...... v I I I V V L_ w,s I I_ L_ L_ V /`1 I i v I M 1 1 X 1 %.,1 1 I I _j ,L LJ L. J SCALE: 1/8"=V-0" "-0" SCALE: 1/8"=V-0" "-0" EXTERIOR FINISH SCHEDULE CODE ACM -1 MATERIAL ALLIMINIUM COMPOSITE MATERIAL SUPPLIER/MFR ALCAN COMPOSITES USA LTD DOUG TWITCHELL 221 BAYBERRY CREEK CIRCLE MOORESVILLE, NC 28117 CELL: 314 406-9150 { ) doug.twitchell*aican.com SPECIFICATION ALUCOBOND, 4MM NATURAL BRUSHED ALUMINUM, 0,020" ALUMINUM SKIN, FLUOROCARBON BASED CLEAR COAT, 4MM OVERALL THK., 0.2" ALUMINUM SKIN THK. BOTH FACES { ) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO HORIZONTAL GRAIN (BRUSH) DIRECTION REMARKS NOTE: USE FACTORY APPROVEDP-2) FABRICATOR & INSTALLER, WARRANTY PASS THROUGH TO DEALER. FLASHINGS TO MATCH ADJACENT WALL FINISH PER PANEL MANUFACTURER'S STANDARD. CODE MATERIAL PAINT (EXTERIOR BOLLARDS, DOORS, & COPINGS NON—ACM-1 AREAS) SUPPLIER/MFR SPECIFICATION TS YLE: EXTERIOR GLOSS — A82051 EXTRA WHITE BASE COQ TO MATCH ACM -1 REMARKS CODE NM�1 MATERIAL TRAVERTINE SUPPLIER/MFR STONE SOURCE Lisa Castelluicci 2 � 15 Park ave. South Suite 700 New York NY 10003 (212) 979-6400 x 225 costv@stonesouroe.com SPECIFICATION .White Filled Traverine All Tiles to be 2:1 Width to Height ratio REMARKS LLJ P-3 PAINT PARKING STRIFES 0 PARKING LOT & SERVICE AREA TO BE SELECTED BY DEALER/CONTRACTOR QLLL REFLECTIVE COLOR: WHITE > a OR NM -1 LIMESTONE STONE SOURCE Lisa Castelluicci 215 Park ave. South Suite 700 New York NY 10003 (212) 979-6400 x 225 Baltimore Limestone Honed All Tiles to be 2:1 Width to Height ratio LO W O o costv@stonesource.com w U' cL LLJ 0 to OR ACM— ALUMINIUM COMPOSITE MATERIAL ALCOA ARCHITECTURAL PRODUCTS JAY KAHN 22310 GREENBROOK DRIVE HOUSTON TX 77073 Phone: (281) 443-4742 Fax: (281) 443-4854 jay.kahn@cicoo.com REYNOBON4MM NATURAL BRUSHED ALUMINUM III LUMIFLON CLEAR COAT 0.020" ALUMINUM SKIN, 4MM OVERALL THK., 0,2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3: 'I WIDTH: HEIGHT RATIO, HORIZONTAL GRAIN (BRUSH) DIRECTION ('DOTE: USE FACTORY APPROVED FABRICATOR & INSTALLER. WARRANTY PASS THROUGH TO DEALER. FLASHINGS TO MATCH ADJACENT WALL FINISH PER PANEL MANUFACTURER'S STANDARD, SF -1 NEW STOREFRONT SYSTEM KAWNEER TYLE: TRIFAB 450 SERIES SYSTEMD, COLOR: CLEAR ANODIZED ALUMINUM GL -2 FEATURE GLASS WALL (FGW) OLDCASTLE GLASS Chastity Dickinson 803 Airport Rd, Terrell TX 75160 (972)750-5573 cdickinson@oldcastlebe.com 1 3/16" THK PATTERNED ONLY 3' H. BETN. JOINT CENTERS 9' W. BETN JOINT CENTERS, PATTERNED CLEAR GLASS IN C;W644 FRAMING SYSTEM GL -3 EXTERIOR GLASS STANDARD ARCHITECTURAL CLEAR, LOW' —E GLASS SECONDARY ELEVATIONS USED WIYTSHr �F-1 STOREFRONT EXP -1) EXTERIOR STUCCO S_ lL MATCH PAREX SAND STONE TEXTURE (EXTERIOR WALLS ® NON—ACM AREAS) GL -3A EXTERIOR GLASS STANDARD ARCHITECTURAL CLEAR, LOW—E GLASS SECONDARY ELEVATIONS USED WITH CURTAINWAL KAWNEER 1600 SYSTEMWALLS P-1 PAINT { EXTERIOR @ NON—ACM BENJAMIN MOORE CEDAR KEY 982; BERBER WHITE 955; 261 AREAS) THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION ROC'S. ISSUE DATE: 9-21 —1 1 CONTRACT DATE: MAY 6, 2011 EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. Ae..v�. Q ` ''0 Q0 ti 00 4� v I � LLJ W z " > a LU 0 _ LO W O o Noppm pr w U' cL LLJ 0 to EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. Ae..v�. Q ` ''0 ---- T K OFFICE OFFICE � - PT I I P1 P1 - CORR. - - E- -Eq 160 ] ' ,T7 \ t , CORR. - ACT1 161�'t - ACT1 > EW CARR, DELIVERY ' 4?1 OFFICE OFFICE Fib _� C 165 [ P1 ALES P1 SALES_ PT 118 _[ Z) TYP. __._r_a --------__ CPT4 BOUND P1 EDGED AREA RUG D J t rf 1 I I I I I I I I I I I I I SHOWROOM P1 ABOVE Cl c--y � ._ sT1 _= _ CPT4 BOUND EDGED AREA RUG \, - [ 71 1 .:. 7 u x -r - "C- C _.x ACT1 ELEC. RM.. F & I OFFICE(Z) 1 P2 SC F & I OFFICE APS 1 0._122_ CONTROLLER ACT1 I J I I I / BILLING/ ACCOUNTING C_fA l ACT1 PT --- ------jl.!J[-1] REF. <e>ACT1 P1 _ PT `\ MEETING/TRAINING a BREAK RM. _ 125 _ I I w I _I - . BDC/INTERNET 4ACT1 ALES 10_9_ P1 5T7 .-----,� s, , —= c....._.__x._ .._ WOMEN � [ 127 � � � I ST7 ACT1 ACT1 --� ACTT N. RM. SALES MGR. PORTAL ST 130 SALES [rp� .; n N°m' ^" =' [ PPT1 w-' M� O 106 ( __PART S/ ,, ACT1 AP ACTCASHIER 107 J P1 129___ MEN tl ST7 [ 134 ] GL6 LAV. ---- C_ l �__....__ �_ .... ._.__ •. rt _a�._m.._ __ �..m. 0 ACM1 P1 WD1 - _ CEPT O WD T ST7 ST7 P1 _. RI >✓� :_�==�-�-- sT7 C-._�0� . , PT CWAITIN R PT I PARTS 135 -] LOBBY --- ACT1 _i <e> I P1 P1 P1�_„-- ®_.® C7 <) 4> I o m on SERVICE RECEPTION 139 P6 P1 J,C INTERIOR. FINISH PLAN ate, SCALE: 1/8"=l'-0" y CL 0 PARTS MGR P2 P2 L, : PC TECH PARTS COUNTER [ 187 P2 PC /7 P2 ACT1 1 -_Si OR. OR. CAFE P1 ------ [132 C132 �T7 ` _ WARRANTY SERVICE MGR. ACT1 144 ] ACT1 [ 145 ST7 L=-�- --I ST7 C.._ .._.:.0 ME—M m■-® n � C. �, h, n�,X k� ��,;, , -i�,v, X � >t,� _ _ , �u'\. �� i`„� � � ` i. .: / �/� �� �a_� l�,r�y/K..>W__...� .E...].�_..s. _�.X �' �� / `✓ X.�� � � / Ali. -rl-n( x CL toEP1 X ;K V�IET PREP--,, sc � I � 1,�� p��� la y > !/( r/ a a x +,� u a jf° x- ,i 7ecxa __....... ..... _._.............. ..... ______ __ X �W j F 4 Inj 1, +•@ yV-•• PB X`"I ABOVE WAINSCOT a P4 BELOW WAINSCOT w c DRY PREP ­..:_. .. r... r7 4...,. X �V p,w u a ate, X Dr' VbI„� Y§1 1} C) _.._.._._ T < P2 r ;; sc PREP/LAUN _ .. 7 K xr.�_,_'r ..._ P6 r �,--, _ - "* P8 ABOVE 7'-4” A.F.F. I P4 T.O.F.F.T07"-4"AFF P2 X" ;I /� SUPPLIES PREP MGR. P1 I PC _.. ✓ - ^ ,... 1ro:• '> C_._155__� [ 154 sc -_ JAN. RM CT - - - -- ._ {. C; SERVICE d� [ 146 kK� T) cx� P3 ABOVE WAINSCOT ^� T 1]� P c Iw �_ P4 BELOW WAINS T > �, .�� y �_ , /'�ff _ -- / / x / r Y+ � C C Q=air 6Y'w,.�--;:: d EXPRESS. V..._. SERVICE EXPRESS SERVICE.... �y Id ABOVE WAINS _ BELOW WAINS�j - �, EQUIP RM. K - 146 I - SC CO ___ __ . NT < .<,__ -,-- _-- AINMENT/ -=. S COMPRE SOR < f V f.. 1 �... IJ tpI a CF7� 1n1 Uja1,. 1 4 1 D.. 11-1._1 ffi o W�. / MENS TECH k,a � - P1 LOCKERS/ I! _ x � x �,.. .. I WOMEN TECH < - 1� sT7RESTRM. s 11 r 91 LAV. -._ __ ,� ST7 149 1 kiF l w I 150 1 ST7 ��� ST7 _ �. _ . __ - / �kC� �7 t T r ------ � G m I �, 1 71 l �[ REF. VENDjx N K ACTe xST7 l TECH BREAK RM. h; ---FINISH NOTES 1. ALL WALLS TO BE PAINTED P-1 U.O.N. 2, PROVIDE SCHLUTER STAINLESS STEEL DIVIDER STRIPS AT ALL TRANSITIONS BETWEEN TILE, V.C.T., CONCRETE AND CARPETING SURFACES U.O.N. 3, ALL CARPET AND V.C.T. FLOORING TO HAVE 4" VINYL COVE BASE BURKE MERCER OR EQUAL. COLOR TO BE DETERMINED. 4. ALL TILE AREAS TO HAVE MATCHING TILE BASE. 5. CONFIRM CARPET PATTERN DIRECTION WITH OWNER/'ARCHITECT PRIOR TO INSTALLATION. rrn1re r-0- —eir. F 1141.711 LL JUINU DENOTES CEILING FINISH (X DENOTES WALL FINISH X DENOTES FLOOR FINISH 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTYOF SING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ),SECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. �I■1�IIIrr F00% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 D 0 L� 0 pLn r --- CONTRACT CONTRACT DATE: MAY 6, 2011 w r 1 cr. lf7 z (J I � 00r ..... rn 0) 0 Vcz z v! z W `�Lid (n Wz <C) 0 �CL_j03 CCE 00 Lo0 W 0 0 • Q � r z L vi r= = L I- 0 M INTERIOR FINISH PLAN DESIGNED BY: DRAWN BY: CHECKED BY: ,JOB NO. 2011-21 SHEET NO. SERVICE SERVICE SERVICE SERVICE - ADVISOR ADVISOR ADVISOR ADVISOR ACT1 140 ACT1 141_ ACT1 142 ACT1 J4 1 II I P1 P1 P1�_„-- ®_.® C7 <) 4> I o m on SERVICE RECEPTION 139 P6 P1 J,C INTERIOR. FINISH PLAN ate, SCALE: 1/8"=l'-0" y CL 0 PARTS MGR P2 P2 L, : PC TECH PARTS COUNTER [ 187 P2 PC /7 P2 ACT1 1 -_Si OR. OR. CAFE P1 ------ [132 C132 �T7 ` _ WARRANTY SERVICE MGR. ACT1 144 ] ACT1 [ 145 ST7 L=-�- --I ST7 C.._ .._.:.0 ME—M m■-® n � C. �, h, n�,X k� ��,;, , -i�,v, X � >t,� _ _ , �u'\. �� i`„� � � ` i. .: / �/� �� �a_� l�,r�y/K..>W__...� .E...].�_..s. _�.X �' �� / `✓ X.�� � � / Ali. -rl-n( x CL toEP1 X ;K V�IET PREP--,, sc � I � 1,�� p��� la y > !/( r/ a a x +,� u a jf° x- ,i 7ecxa __....... ..... _._.............. ..... ______ __ X �W j F 4 Inj 1, +•@ yV-•• PB X`"I ABOVE WAINSCOT a P4 BELOW WAINSCOT w c DRY PREP ­..:_. .. r... r7 4...,. X �V p,w u a ate, X Dr' VbI„� Y§1 1} C) _.._.._._ T < P2 r ;; sc PREP/LAUN _ .. 7 K xr.�_,_'r ..._ P6 r �,--, _ - "* P8 ABOVE 7'-4” A.F.F. I P4 T.O.F.F.T07"-4"AFF P2 X" ;I /� SUPPLIES PREP MGR. P1 I PC _.. ✓ - ^ ,... 1ro:• '> C_._155__� [ 154 sc -_ JAN. RM CT - - - -- ._ {. C; SERVICE d� [ 146 kK� T) cx� P3 ABOVE WAINSCOT ^� T 1]� P c Iw �_ P4 BELOW WAINS T > �, .�� y �_ , /'�ff _ -- / / x / r Y+ � C C Q=air 6Y'w,.�--;:: d EXPRESS. V..._. SERVICE EXPRESS SERVICE.... �y Id ABOVE WAINS _ BELOW WAINS�j - �, EQUIP RM. K - 146 I - SC CO ___ __ . NT < .<,__ -,-- _-- AINMENT/ -=. S COMPRE SOR < f V f.. 1 �... IJ tpI a CF7� 1n1 Uja1,. 1 4 1 D.. 11-1._1 ffi o W�. / MENS TECH k,a � - P1 LOCKERS/ I! _ x � x �,.. .. I WOMEN TECH < - 1� sT7RESTRM. s 11 r 91 LAV. -._ __ ,� ST7 149 1 kiF l w I 150 1 ST7 ��� ST7 _ �. _ . __ - / �kC� �7 t T r ------ � G m I �, 1 71 l �[ REF. VENDjx N K ACTe xST7 l TECH BREAK RM. h; ---FINISH NOTES 1. ALL WALLS TO BE PAINTED P-1 U.O.N. 2, PROVIDE SCHLUTER STAINLESS STEEL DIVIDER STRIPS AT ALL TRANSITIONS BETWEEN TILE, V.C.T., CONCRETE AND CARPETING SURFACES U.O.N. 3, ALL CARPET AND V.C.T. FLOORING TO HAVE 4" VINYL COVE BASE BURKE MERCER OR EQUAL. COLOR TO BE DETERMINED. 4. ALL TILE AREAS TO HAVE MATCHING TILE BASE. 5. CONFIRM CARPET PATTERN DIRECTION WITH OWNER/'ARCHITECT PRIOR TO INSTALLATION. rrn1re r-0- —eir. F 1141.711 LL JUINU DENOTES CEILING FINISH (X DENOTES WALL FINISH X DENOTES FLOOR FINISH 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTYOF SING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ),SECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. �I■1�IIIrr F00% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 D 0 L� 0 pLn r --- CONTRACT CONTRACT DATE: MAY 6, 2011 w r 1 cr. lf7 z (J I � 00r ..... rn 0) 0 Vcz z v! z W `�Lid (n Wz <C) 0 �CL_j03 CCE 00 Lo0 W 0 0 • Q � r z L vi r= = L I- 0 M INTERIOR FINISH PLAN DESIGNED BY: DRAWN BY: CHECKED BY: ,JOB NO. 2011-21 SHEET NO. / 9'- 6" A.F.F. \ GM -1 mm co Lc) x a� ACT -1 I■ONE onion■Immirm mmmm INN■■ M. g MFIF ommm o� ■„� SCHEDULE. T mm ACOUSTICAL CEILING x TO INTERIOR FINISH +0 9 - 6" A.F.F. mommmoom ISM1011101 GWB-1 5/8" THICK GYPSUM mmmmmmm III 5/8 THICK MOISTURE I K/ I BOARD. M-1 ALUMINUM COMPOSITE PANELS, REFER TO x 0 Lo 0 0 0 0 0 0 LSC --- 0 we%oo MEN am GM -1 mm co Lc) x w ACT -1 AdT-1 0 ■ACT -1 0 jam 0 SCHEDULE. 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T mm ACOUSTICAL CEILING '0 0 STUC-1 ACT -1 9'-0w A.F.F. __9'-0"A.F.F._ 14� 0 19010offolb. REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" A7 ------------ III I PAINTED EXPOSED STRUCTURE III 4� o o �t 01, I I PAINTED EXPOSED STRUCTURE I I IIIIIIIIIIIIIIIIN on �E�'■.I _TTA_ ACT -1 a8'-0" A.F.F. 4 i i I X 0 mo0 T I ACT -1 9'-0" A.F.F. o 3 o 17� 7-7 x II II------------- 0 0 r7_1 ET It GWB-2 9'- 0" A.F.F. x x LEGEND co Lc) x w ACT -1 ACOUSTICAL CEILING 0 0 PAINTED EXPOSED SCHEDULE. T STRUCTURE ACOUSTICAL CEILING x TO INTERIOR FINISH Lj_ SCHEDULE. w GWB-1 5/8" THICK GYPSUM I x III 5/8 THICK MOISTURE I K/ I BOARD. M-1 ALUMINUM COMPOSITE PANELS, REFER TO x cy) Lo 0 0 0 0 0 0 LSC LUMINOUS STRETCH CEILING. X, we%oo x x X\ UcL ) > x r ■ >< PAINTED EXPOSED , STRUCTURE x PAINTED EXPOSED kk STRUCTURE 0 0 0 0 0 19010offolb. 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PAINTED EXPOSED STRUCTURE PAINTED EXPOSED PAINTEDSTRUCTURE EXPOSED STRUCTURE < GWB-1 SII V-0"kF.F. 4- 14 AA _4_1 K/ 1z I LL < ..E , x< j x > II � 1 ACT -2 X 91-0 A.F.F. _v 3 3 MEZZANINE CEILING PLAN SCALE, 1 8=1'-O' CEILING LEGEND co Lc) L) Z w ACT -1 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH cy) SCHEDULE. T ACT -2 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH Lj_ SCHEDULE. w GWB-1 5/8" THICK GYPSUM BOARD. GWB-2 5/8 THICK MOISTURE RESISTANT GYPSUM BOARD. M-1 ALUMINUM COMPOSITE PANELS, REFER TO INTERIOR FINISH cy) Lo 0 0 0 0 Z LSC LUMINOUS STRETCH CEILING. Z lzr-%/ r1le%-f-r-n rxL- I 1m%j I L_*D 0 GYPSUM BOARD CEILING TO FOLLOW THE GLAZING ARCH. REFER TO WALL SECTION. 0 PROVIDE 3 1/2" MIN. THICK SOUND INSULATION BATTS ABOVE ACOUSTICAL CEILING TILES, PROVIDE R-30 INSULATION BATTS ABOVE CEILING. 3/4" THICK LIGHT TEXTURED STUCCO OVER WIRE LATH ON 5/8" THICK DENSGLASS SHEATHING. rr- ft 11- r"% A I R i fl%Ilf-f-r" — t,3 r_ I NJ IZZ KI -X L I I U I CJ 1. PROVIDE CONTINUOUS CAULK JOINT BETWEEN CEILING GRID AND WALLS, TYPICAL. 5 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE DJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. , 1 00% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 c1l) 0 J K 0 it O u PLI r—n CONTRACT DATE: MAY 6, 2011 REFLECTED CEILING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. AW LAJ co Lc) L) Z w Oo to cy) o T w Lj_ z Lu V) w z Lu 0 Z _3 C_7 00 Lo z w cy) Lo 0 0 0 0 Z Z we%oo L) _j U_ UcL ) r ■ REFLECTED CEILING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. AW RED VINYL GRIP J ARM #y ROOF PLAN NEOPRENE CASKET DE HANDLES W PADLOCK HASPS —COVER --1' THICK FIBERGLASS COVER INSULATION TUBES AND ELECTROCOATED COMPRESSION SPRINGS " FIBERBOARD RIGID ~~`^ —~`' /± ROOF PLAN GENERAL NOTES 1. UNDER SIDE OF PARAPET CAP FLASHING SHALL BE PRIMED. 2. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE WADE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. 3. REFER TO PROJECT SPECIFICATION MANUAL FOR SEALANT SPECIFICATIONS. 4, ALL SHEET METAL FLASHING SHALL BE 24 GAUGE MINIMUM UNLESS NOTED OTHERWISE. 5. COVERING MATERIALS SHALL BE U.L. LABEL WITH FIRE EXPOSURE CLASS "A°. SEE SPECIFICATIONS. KEY NOTES 0 ROOF CRICKET. (�1 OVERFLOW SCUPPER, REFER TO DETAIL ON SHEET --' A3.3. (NO DOWNSPOUT) {J) SCUPPER. REFER TO DETAIL ON SHEET A3.3. ROOF MOUNTING CURB. Q TPO ROOF SYSTEM. SEE ROOFING SPECIFICATION THIS ROOF FIELD FASTENERS - ZONE 1. �_� (7l WITHIN 1D'—O'^ OF EDGE FASTENERS — ZONE 2. ���' �R) '"'" 1O—Ox10—DCORNER AREA FASTENERS — ZONE 3, 5°x 5� SQ. 22 SA PAINTED GALVANIZED STEEL . DOWNSPOUT, �D) ROOF TDP CONDENSING UNIT WITH ROOF MOUNTING CURB. 0B|LCO TYPE "S" ROOF SCUTTLE OR EQUAL WITH PERMANENT LADDER BELOW FOR ACCESS TO ROOF TOP EQUIPMENT, �2> HANOVER ROOF TRAFFIC PADS DR EQUAL, GPRIMARY AND SECONDARY ROOF DRAINS, REFER TO DETAIL ON SHEET A3.5. GEXMAUST VENT YY/ROOF CURB. W/ROOF G MECHANICAL ROOF -TOP UNITS, REFER TO MECHANICAL DRAWINGS, �G) PVC CONDENSATE LINE TO ROOF DRAIN, M7� EXHAUST FAN VV/ROOF CURB. W/ ROOF CONTRACTOR SHALL MAINTAIN A MIN. DISTANCE OF 10'-0" BETWEEN OUTDOOR INLETS AND EXHAUST FAN OR PLUMBING ROOF VENTS, VERIFY EXACT LOCATION OF ROOF VENTS YY/PLUMBING CONTRACTOR. G TYPICAL PLUMBING ROOF VENT, VERIFY EXACT LOCATION YY/PLUMBING CONTRACTOR. r\ "Ill %IrI/n%J Ill n-x_v�IrI"Ill I 1illll,/1 14 SERYICE AREA 8ND NEW CAR DELIVERY ARE6 ROOFING CARLISLE 30 MIL SURE -WELD MECHANICALLY FASTENED TPO ROOFING 'SYSTEM OVER 3" ISO (R=19) MINIMUM ON SLOPE STEEL DECKING. ON, SALES AND PARTS AREA ROOFING: CARLISLE 80 MIL SURE—WELD MECHANICALLY FASTENED TP0 ROOFING SYSTEM OVER TAPERED ISO, 3" /R=19\ MINIMUM ON FLAT STEEL DECKING. �l��U0N��«�UT �(��T ������K DOWNSPOUT . ��� . ��o��� SQ. 22 GA. PAINTED GALVANIZED STEEL DOWNSPOUT, REFER TO ROOF PLAN FOR SIZE SQ. 22 QA. PAINTED GALVANIZED STEEL TRANSITION CAP ill PVC UNDER GRDUWD— STORMWATER PIPE TO PROPOSED STORM SEWER SYSTEM, REFER TO ROOF DRAINAGE PLAN FOR SIZE /--- THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE All PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION DOC'S. ISSUE DATE, 9-21 —11 w ILLI LL Lj LLJ .05 cz co rl CONTRACT DATE: MAY 6, 2011 uj Z 00 uj to Lu Lu 0 00 ROOF PLAN DESIGNED BY� DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO, A3.2 . '/ . ' — .. ` ' ^ �^� � . . ^ 1' . THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE All PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION DOC'S. ISSUE DATE, 9-21 —11 w ILLI LL Lj LLJ .05 cz co rl CONTRACT DATE: MAY 6, 2011 uj Z 00 uj to Lu Lu 0 00 ROOF PLAN DESIGNED BY� DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO, A3.2 ROOF DRAINAGE PLAN SCALE: &Z 0 MIR -0 vor-%/ ri.-%,v-r-e" N1-1 114%d I L-0 0 8" SCH. 40 PVC PIPE DOWN AGAINST WALL CORNER THEN THROUGH WALL BELOW SLAB ABOVE FOOTING, CONNECT TO STORM SEWER UNDERGROUND. (D OVERFLOW SCUPPER, REFER TO DETAIL, (NO DOWNSPOUT), SCUPPER, REFER TO DETAIL. G 5"x 5" SO. 22 GA. PAINTED GALVANIZED STEEL DOWNSPOUT. PRIMARY AND SECONDARY ROOF DRAINS, REFER TO DETAIL. PVC CONDENSATE LINE TO ROOF DRAIN, SIZED AS SHOWN, SLOPE DRAIN DOWN TOWARDS SCUPPER OR ROOF DRAIN A MINIMUM OF 1/8" PER FT, PROVIDE PIPE STANDS AT NO GREATER THAN 8 FT, O,C­, U.O.N. PIPE STANDS SHALL BE SIMILAR TO "PILLOW— BLOCK" OR APPROVED EQUAL, PRIMARY' PVC ROOF DRAIN PIPING UNDER ROOF. (D SECONDARY PVC ROOF DRAIN PIPING UNDER ROOF. 0 STORM SYSTEM PIPE, REFER TO CIVIL DRAWINGS 0 TIE DOWNSPOUT INTO 8" PIPE THAT EXTENDS BELOW GROUND TO STORM SYSTEM PIPING 0 ZURN #2199 DOWNSPOUT NOZZLE (OVERFLOW DRAINAGE PIPES). INSTALL APPROPRIATE FLASHING AND SEALANT TO PROVIDE A WATERTIGHT CONDITION. 12 MECHANICAL ROOF—TOP UNITS, REFER TO MECHANICAL DRAWINGS. PLUMBING VENT THRU ROOF, TYP. PROVIDE A MINIMUM OF 10'-0" FROM ANY OUTDOOR AIR INTAKES. — KUur uKmiim Ur— I MiL 4" DIA. ZURN-ZC-163-4NH-3E-GD RIGID INSULATION TAPERED TO ROOF DRAIN ROOF DECK --, PLY ROOF PRIMARY DRAIN DUCO CAST IRON BODY ROOF DRAIN APPROVED BY ROOFING MANUFACTURER. INSTALL ACCORDING TO MANUFACTURERS RECOMMENDATIONS. ,—COMBINED FLASHING CLAMP AND GRAVEL STOF'___j UNDERDECK CLAMP WHEN SPECIFIED 4" DIA. SCHEDULE 40 PIPE VERTICAL C.M.U. WALL STUCCO MTL. SCUPPER EDGE TO LAP CONC. MIN. 1" ELASTOMERIC SEALANT ON ALL SIDES 0 co :5 M B.O. SCUPPER C.M.U. OPENING 101, '-22 GA. G.I. CONDUCTOR BOX AND DOWNSPOUT SECONDARY DRAIN ____`----5')x5"' 22 GA. PAINTED GALV. 2" 8" STIL. DOWNSPOUT (TYPICAL ALL DOWNSPOUTS) TYPICAL SCUPPER SECTION NOT TO SCALE P.T. 2X WOOD BLKING, MODIFIED BASE FLASHING SYSTEM 22 GA. G.I. SCUPPER FLASHING— SET PRIMED FLANGES INTO ROOF CEMENT OVER FIELD PLIES AND SCREW FLANGES TO ALL SUBSTRATE SURFACES USING APPROPRIATE FASTENERS SEAL CUT EDGES AT SCUPPER OPENING USING WOVEN GLASS FABRIC EMBEDDED INTO AND COVERED WITH FLASHING CEMENT ROOFING SYSTEM RIGID INSULATION NOTE: ALL FLASHING SEAMS TO BE SOLDERED .10 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-1 1 z Loo,4 w V CONTRACT DATE: MAY 6, 2011 ROOF DRAINAGE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. A3 -o F j, I o LLJ LC) z j 00 G) 0 z ry W Ui (f) W zLu 0 Z 0 C) 0 -r 4d 00 zu) W 0) • 0 CO3 Z Z ry CL LL U) 0 ro ROOF DRAINAGE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. A3 -o F j, I 2 3 4A 46 4D 4C 5 1 BUILDING SECTION A4.1 SCALE: 11/8" = 1'-O" .0.31EV. DR. PARAPET,__� 22'- 0' -_—_1ST Ft= - a" II T.O. FT_G_,_�"`y -2' --0'-' -� D C q (4A 4B (4D 4C 17 `� T 7 7 4 i ! I I I ! ` I v. � �� j r K 2 i 3 I „A' / �\ 4 I 5 i ' A4.6 A4.6 i I_ cc f 7-1 -- r r - — -1ST FLOOR I`, _ / -'_ -- _._ ..__._ _ — _ V I f I I pR - _.. _ T _ M 0' - 0" -- - ST F 0 - — - T.0_FT_G. I`� I - - _.... - _ _ _. _ _ i - __._ _- - I _.__ ._ _ _ T.O_FTgt 0. 2 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 im BUILDING SECTION A4.1 SCALE: 1/8" = 1'-O" CONTRACT DATE: MAY 6, 2011 ts� W 0 0::j 00 Ln � I � r` `- tTi po _1 ST FLOOD z h Ify z 'LL -0 W Lu Q 4 BUILDING SECTION r— Ip J -d V Cl O � A4.1 SCALE: 1/8" = 1'-O" Z z Lo W 0 • � a A Z r Q w o LLL I I � LU SALES PARAPET o 5 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-O" _ ! 1 ST FLOQR_n BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" _ 1 ST FLOp___R I 1 -IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF BRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT RITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. BUILDING SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.1 _ r n 100% CONSTRUCTION DOC'S, ISSUE DATE: 9-21 —11 cn z O co ■ LAJ rt, T_ LC) I z Lij 00 �o 2 Q SECTION KEYNOTES Z tL_ Lu 0 z Lu 0 Lu z LLI q z 0 CONC. FOOTING, REFER TO STRUCTURAL DWGS., C) 0 qj 00 Lo LOU 0) 0 0 0 • 0 0 Z CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS,. u LLJ0 V� r LAj CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. iiFFT, G12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. (D 1/2" THK. CONTINUOUS EXPANSION BOARD. 0 CONC. FILL ALL CMU BELOW GRADE, TYP, 0 OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. 24 22 22,--024 12" CMU, REFER TO WALL TYPES ON SHEET A5,2. 8" CMU, REFER TO WALL TYPES ON SHEET A5.2. EL.= 28'-0" A.F.F. . . . ............. ....... . ...... ..... - --------- - G CONC. FILLED K.O. CMU, REFER TO STRUCTURAL DWGS. T.O. WALL < X;x . .......... . . e X' > K G CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. x < < "X INDICATES BEARING POC POCKET IN CONC, BEAM REFER TO STRUCTURAL X, �x ----- ----- -13 DWGS. FOR BEAM POCKET DETAILS, POURED CONC. BEAM, REFER To STRUCTURAL DWGS.. > 21DOOR ></ 0 G PER SCHEDULE. STEEL BAR JOIST, REFER TO STRUCTURAL DWGS,. �x 19 20 18 20 18 2O — 0 20 16 < \/x /1"', X 0 0 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS,. .......... ---------- ------ - METAL DECK, REFER TO STRUCTURAL DWGS,. - ------- -- ------- CONTINUOUS INSULATION CANT STRIP. EL.= 24'-0" A.F.F.20 x , -z x 0 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID IN SOLATION. SEE ROOF PLAN, T.O. BEAM 4 4 Z 21 FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. P.T, 2x WD. TOP PLATE FOR NAILING ANCHORED IN C,M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS @ 32"' 0,C. MAX. 7 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 05 15 15 15 25 PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL 15 x ACM PANEL OVER DRY --LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5,6. x/ DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 4 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA 'ZFURRING CHANNELS 0 24" 'Z' 33 X O.C. FASTEN CHANNELS TO CMU OR CONC. W/ SUITABLE FASTENERS. 5R TO WALL TYPES, PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. --e ­ /K, %\/ 15 4e� .01 >/`\% >< A,29 3/4" STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL TYPE ANDS, I N S "14 . FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE, ----_ ---- 13 v X A 31 0 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. CMU PILASTER, REFER TO STRUCTURAL DWGS. 47 48 /11 > x X1, /\>< " X 0 3-5/8"x 20GA MTL. STUD FRAMING 0 16" 0,C. METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN WALL TYPES. r435 FIN. FLOOR 49 46 <\ y STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS., A4.8 7, X /x \X 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. PRECAST CONC, LINTEL, REFER TO STRUCTURAL DWGS. \x, WINDOW PER SCHEDULE. . . ..... .... .... ... - - --- - ---------x im-1-1--1 ACM CEILING ON 600 162-43 JOIST @ 12" O.C. W/ 2 LAYERS OF 5/8" BD. ON TOP OF JOISTS. PROVIDE R-19 BATT INSULATION, xGYP, ---- ­­ ... .... ....... . X X\ �,X\ 3-8" X 5-0" ACCESS OPENING ABOVE CEILING, V-0" ABOVE DECK >: X STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN EXPOSED AREAS, DOUBLE BOLT x x X THROUGH MEMBER, //'' % t " \ < �.; i >\ /t lx\ ;'`43 42 PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS. PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH V \x HOLD-DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED GAGE x \ /< X .064 )< >< X \/1 ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLYISOCYANURATE 8 INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND .......... ......... . .......... -.._......_._._.__._...._V_...__ BY THE PAIRED BACK-TO-BACK 4"x4" ANGLE BRACE ..SUPPORTED 'x ASSEMBLY MEMBERS, ",XX 45 PROVIDE CURVED GYP. BID. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES, A /> X 46 LUMINOUS STRETCH CEILING. ............ 5/8" GYPSUM BD. CEILING. X, <xxx �/ V LIGHT FIXTURE X\ j X, x X, 6"'x 20GA MTL. STUD FRAMING @ 16" O.C. . . ..... X, < X X,� STRUCTURAL 4x4xl/4" TUBE AND BRACKET ASSEMBLY FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE x 6_5 V V v >< >1'>1 110 ENTRY DOOR RECESS. DOUBLE BOLT THROUGH MEMBER. PROVIDE ' )< ANGLE 4x6x3/8" AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN, X x \,x xx 51 PROVIDE 8" WIDE x 10"' HIGH CURVED CONCRETE CURB REINFORCED W/ </ \,\i 1 #5 REBAR TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE `\x CMU CURB SHOWN PREVIOUSLY'. x X X' \/x\ X X' > _4, x X, "X\ X11 ></ A, X, \1 /x X> x X\\X/ X, S, /x /X"", X/ \X/ x\ — ----------- ------- ------ X/ K -A >< /\x K �x x /X "V -INN 7s1 X 29 51 'Ix /xI 2 z /> x EL.= 0'-0" EL.= 0'- 011 C A, FIN. FLOOR R --FfN-. FIN. FLOOR X EL.= 0'-0" 8"< u N—I 4 q A X <x FIN. FLOOR M 4 4 < L d X 2 0—/ 4 ><, x > 5 4 — (D2 X' x </ v 4 A /XXX \> 4 ></y; 8 ------- ----- ----- 4 < < A ----------- - ------- . ..... . ...... . — ----- 4 4 4 A , I ------- --- ----------- ------------ --------- ----- . . ....... . ... ......... . . ------- 1 4 . ..... . ---- ------ I WALL SECTION JL SCALE: 3/4"=V-0" WALL SECTION WALL SECTION 3 )=�!AL LS ECTION THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SCALE: 3/4"=l' -O" SCALE: 3/4"=V-0" _1,_o 3/4= COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S, ISSUE DATE: 9-21 —11 cn z O CONTRACT DATE: MAY 6, 2011 co ■ LAJ rt, T_ LC) I z Lij 00 �o 2 Q o 0 q Z tL_ Lu 0 z Lu 0 Lu z LLI q z ucr C) 0 qj 00 Lo LOU 0) 0 0 0 • 0 0 Z c; Z u LLJ0 V� r LAj iiFFT, CONTRACT DATE: MAY 6, 2011 WALL SECTIONS DESIGNED B DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.2, co ■ LAJ rt, T_ LC) I z Lij 00 �o Q o 0 q Z Lu 0 z Lu 0 Lu z LLI q z C) 0 qj 00 Lo ZLo Lu 0) 0 0 0 • 0 0 Z c; Z LLJ0 V� r LAj WALL SECTIONS DESIGNED B DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.2, (1 WALL SECTION :D==s=vCALE: 3/4"=l'-0" WALL SECTION WALL SECTION 4 WALL SECTION SECTION KEYNOTES CONC, FOOTING, REFER TO STRUCTURAL DWGS., (D CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS., CONC. APRON /SIDEWALK, SEE FLOOR: PLAN 8c STRUCTURAL DWGE. [4] 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. . (D 1/2" THK. CONTINUOUS EXPANSION BOARD. CONC. FILL ALL CMU BELOW GRADE, TYP. OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE, 12^ CMU, REFER TO WALL TYPES ON SHEET A5.2. 8' CMU, REFER TO WALL TYPES ON SHEET A5.2. C0NC, FILLED K.O. CMU. REFER TO STRUCTURAL DWGS, CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. �2) INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DYYGS. FOR BEAM POCKET DETA|LS, POURED CONC. BEAM, REFER TO STRUCTURAL DYYGS.. DOOR PER SCHEDULE, STEEL BAR JOIST, REFER TO STRUCTURAL DVVGS.. �G] CONT. STEEL ANGLE, REFER TO STRUCTURAL DWgS.. �� � STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DVVGS.. � METAL DECK` REFER TO STRUCTURAL DWGS.. �Q] CONTINUOUS INSULATION CANT STRIP. �� [2O] MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. (D FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. CZ2] P.T. 2x N0. TOP PLATE FOR NAILING ANCHORED IN C.M.,��U �/' ' 1/2"0 x " 8 LONG ANCHOR BOLTS @ 32" O.C. MAX. �� L��| TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL ~-- QVYG3. PRE -FINISHED ALUMINUM COP|NC, REFER TO EXTERIOR FINISH SCHEDULE. [25] STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL �� 0ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TMP. ACM DETAILS ON SHEET A5.8. DOUBLE CURVED LARGE STOREFRONT VV|WDOYY ASSEMBLY. 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA 'Z^ FURRING CHANNELS' @ 24^" -- 0.C. FASTEN 'Z` CHANNELS TO CMU OR CONC. W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2° RIGID INSULATION BETWEEN Z's. CZ8] 3/4^ STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL AND TYPE FLOOR PLAN DRAWINGS.' - FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 5/8" GYPSUM BDARD, REFER TO WALL TYPES & FINISH SCHEDULE. CMU PILASTER, REFER TO STRUCTURAL DVYQS. 0 3-5/8"x 20AA WTL. STUD FRAMING 0 18^O.C. METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES, STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL Om/QS., STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWCS.. PRECAST CONC. LINTEL, REFER TO STRUCTURAL DVVQS, WINDOW PER SCHEDULE. [�ol ACM CEILING ON 600 162-43 JOIST 0 12" O.C. W/ 2 LAYERS OF 5/8° GYP. BD. ON TOP OF JOISTS. PROVIDE R-19 BATT INSULATION.' �`-8° X 5'-0" ACCESS OPENING ABOVE CEILING, 3^-0" ABOVE DECK STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN EXPOSED ARE4S, DOUBLE BOLT THROUGH MEMBER. �CD PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS. . PR0NDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD-DOWN CLEATS AND CONCEALED JOINTS, �441 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED 064 GAGE �~� ` ' ' ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER ° CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLl1B0CYANURATF INSULATION OVER 1 1/2" METAL DECK" PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4°x4" ANGLE BRACE ASSEMBLY MEMBERS. [45] PROVIDE CURVED GYP. BCEILING ON 3/4° P.T. CURVED PLYWOOD ON D. `� CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. ��#J �� LUMINOUS STRETCH CEILING. �� �o] �� 5/8" GYPSUM BD. CEILING.�� (48) LIGHT FIXTURE �� [4�) 8"x 2O�A �TL. STUD FRAMING (� 15^' OC ^��, . . D�O} STRUCTURAL 4n4x1/4^ TUBE AND BRACKET ASSEMBLY FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE ENTRY DOOR RECESS. DOUBLE BOLT THROUGH MEMBER. PROVIDE ANGLE 4x8n3/8^ AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN. PROVIDE O° WIDE x 1O" HIGH CURVED CONCRETE CURB REINFORCED �/ �' 1 #5 REBAR TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE CMU CURB SHOWN PREVIOUSLY. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED' COPIED PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, . , CONSTRUCTION DOC'S, ISSUE DATE: 9 -21 -11 CONTRACT DATE MAY 6, 2011 WALL SECTIONS (.0 r- u7 z� uj 00� �' � � �� «��� �� ��� � r~ � U �� w -j Li- � UUU �� ~ � �� �� _J n� ] ww� �� �� QL _] (� � �_ ~��. ���ul � U �� Cn . 0 ��� �� - Z�- US LLJ~| o �� �L � <� WALL SECTIONS (1 WALL SECTION D=sv__CALE: -3/4"=V-0" LL S WALL SECTION 4 WALL SECTION (5 WALL SECTION i�=SVCALE: 3/4"=l'—O" SECTION KEYNOTES CONC. FOOTING, REFER TO STRUCTURAL DWGS. CONC. SLAB ON GRADE, REFER TO STRUCTURAL UWQ3.. CONC. APRONlSIDEWALK, SEE FLOOR PLAN &o STRUCTURAL DWGS, 12 M|L, MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. 1/2" THK. CONTINUOUS EXPANSION B0ARD, CONC. RLL ALL CMU BELOW GRADE, TYp. OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. 12° CMU, REFER TO WALL TYPES ON SHEET A5.2. B" CMU' REFER TO WALL TYPES ON SHEET A5.2. CUNC, FILLED K.O. CMU. REFER TO STRUCTURAL DWQ3, CONTINUOUS FOAM INSULATION IN CMU CELLS N0TCONC. FILLED. 0|ND|CATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DVVGS. FOR BEAM POCKET DETAILS. (31 POURED CONC, BEAM, REFER TO STRUCTURAL DVVQS.. DOOR PER SCHEDULE �� [«�� STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. CUNT. STEEL ANGLE, REFER TO STRUCTURAL DVVQB.. STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DVVGS.. METAL DECK, REFER TO STRUCTURAL DVVGS.. CONTINUOUS INSULATION CANT STRIP. yr/8 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION, SEE ROOF PLAN. (31 FULLY ADHERED ROOFING WEWBRANE, EXTEND UP OVER PARAPET WALL. P.T.x W0 TOP PLATE FOR NAILING ANCHORED IN C.W.U. W/ 1/2"o x ' , ' ' 8° LONG ANCHOR BOLTS '�32 O.C. MAX. �n0 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. PRE—FINISHED ALUMINUM COP|NG, REFER TO EXTERIOR FINISH SCHEDULE. STEEL ANGLE ASSEMBLY—SIZES VARY—SEE STRUCTURAL 0ACW PANEL OVER MOISTURE BARRIER ON CMU WALL, ' REFER DRY—LOCK TO EXTERIOR ELEVATIONS &: TYP. ACM DETAILS ON SHEET A5.6. �v7� DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY,�� 5/8° GYPSUM BOARD OVER 1 1/2°x 22 GA 'Z' FURRING CHANNELS @ 24~ Q'C. FASTEN 'Z' CHANNELS TO 'MU OR CONC, YV/ SUITABLE FASTENERS, REFER TO WALL TYPES. PLACE 1 1/2° RIGID INSULATION BETWEEN Z's. yncA 3/4" STUCCO ON CMU OR CONCRETE WALL, REFER TO WALL TYPE AND FLOOR PLAN DRAWINGS. FINISHED CE|UNG, REFER TO CEILING FINISH SCHEDULE. 5/8~ GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. CMU PILASTER, REFER TO STRUCTURAL DVNG8. 3-5/8"x 20GA MTL. STUD FRAMING @1G" O.C. METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN &x WALL TYPES. STRUCTURAL STEEL COLUMN, REFER 70 STRUCTURAL DWGS,. STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. PRECAST CONC. L|NTEL, REFER TO STRUCTURAL DVVGS, YY|NDOYV PER SCHEDULE. ACM CEILING ON GOO 162-43 JOIST @ 12^ O.C. W/ 2 LAYERS OF 5/8" GYP. BD, ON TOP OF JOISTS. PROVIDE R-19 BATT INSULATION, 40 30-8° X 50-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK % STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER IN EXPOSED AREAS, DOUBLE BOLT THROUGH MEMBER. PROVIDE CONTINUOUS FOAM SEAL—TAPE IN ALUMINUM JOINTS, PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH �~ HOLD—DOWN CLEATS AND CONCEALED JOINTS. PROVIDE CONTINUOUS (NON—SEAMED) CLEAR ANODIZED .084 GAGE ALUMINUM CURVED ROOF COVERING |TH ADHESIVE OVER 4" CURVED HIGH—DENSITY BOARD OVER R-19 RIGID POLY|SOCYANURATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK—TD—BACK 4°x4^ ANGLE BRACE ASSEMBLY MEMBERS. PROVIDE CURVED GYP' BD' CEILING ON -'~ P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. [48l LUMINOUS STRETCH CEILING.�� [47� 5/�" GYPSUM B�. CEILING, ^��^ ' LIGHT FIXTURE �� y4g� G"x 2013A MTL STUD FRAMING @16~ O.C. STRUCTURAL 4x4xl/4^ TUBE AND BRACKET ASSEMBLY FOR EACH ��` ALUMINUM STOREFRONT VERTICAL MEMBER IN CONCEALED AREA ABOVE ENTRY DOOR RECESS. DOUBLE BOLT THROUGH MEMBER. PROVIDE ANGLE 4x8x3 AS ANCHOR WELDED TO TOP OF TUBE STEEL ABOVE ENTRY DOOR AS SHOWN. ^��^ PROVIDE 8" WIDE x 10" HIGH CURVED CONCRETE CURB REINFORCED W/ ~�� 1 #5 REBAH TO SUPPORT THE CURVED STOREFRONT IN LIEU OF THE | CMU CURB SHOWN PREVIOUSLY. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBL|SHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, � CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY G, 2011 WALL SECTIONS co =uj �� �� OO r� � � - � »�~��� 0) �~ / �� �� |� ryoz 0N �� LLJ 8mU �� ~LLJ _~ 0 �� �� � �� D_ I Q Z Ad 00�� u-) �� ��ul �U U �� � 0 o 6 �� ��� Z z m=m� LiS 0 ' � �� �� _/ � u- U) 4j ^� [] 'o WALL SECTIONS -- i. DOOR ELEVATIONS 100% SEE SCHED. CONSTRUCTION DOC'S. 2" SEE 2'° Ilk ISSUE DATE: 9-21-11 Za, SEE 2" 2" SEE 2" �- `�'-.� SEE SCHED. SCHEDULE 100 SQ. INCHES IN i SCHEp. SCHEID.- x RATED DOORS `~EE SCHED SEE SCHED. N d' N �'EE SCHED SEE SCHED. 4" 4" } EQ, EG). 4" UJI ;z LJ Uj V) U'i 111 �/A, Ll f g, W W ,.Uj W z V) W LJ LIJ Vim) U C07 0 - � U rn 7147.\ cn `� rwi) , ' < `' "" cwn - cwn o ELEV 1 ELEV - 2 ELEV - 3 _ _ rYrY s'--$" ' ELEV - A ELEV - B ELEV - C ELEV -- D ELEV - E ELEV -- F ELEV - G NOT USED j SEE SCHED. I � ¢ - - -- SEE SCHED. ,,,-•---- U U T FRAME TYPES _ -� \ ELEV - 4 - - NOT TO SCALE ---- --- S SEE SCHEQ. -"EE SCHED "EE SCHED __�_ _ ,s`` ��� c -i - �wj L o C r z w w w Ljj .\ 4- ' a- 2 LIJ C.7 / C7 C) -- o --- w w w �, w w �k \ ELEV - H ELEV _ J ELEV - K ELEV - L ELEV -- M M �1 { 0 0 W,. HARDWARE SCHEDULE FINISH HARQWARE � Hardware Group No. 01 (Aluminum exterior pair) Hardware Group No. 09 (Single interior aluminum door) ACCEPTABLE MANUFACTURERS Provide each PR door(s) with the following: Provide each SGL door(s) with the following: A. To the greatest extent possible, obtain each kind of hardware Quantity Description Model Number Finish Mf Quantity Description Model Number Finish Mfr W 2EA CONTINUOUS HINGE 112HD 313 IVE 4EA HINGE 5BB1 4.5 X 4,5 652 IVE from one manufacturer only. 1EA PANIC HARDWARE 1691 DT 628 DOP 1EA Hookbolt Deadlock MS1850S-050 (Provide Backset) 628 ADAct B. All numbers and symbols used herein have been taken from 1EA PANIC HARDWARE 1694NL-P 628 DOP 1EA CYLINDER 20-061-ICX 626 SCH the current catalogues of the following manufacturers. 1EA RIM CYLINDER 20-057-ICX 626 SCH 1EA CORE ONLY 23-030 62'6 SCH ACCEPTABLE MANUFACTURER SUBSTITUTE 1EA CORE ONLY 23-030 626 SCH 1SET OFFSET DOOR PULL 8190-0-N 630 IVE aj Hinges: Hager, Bommer, Stanley 2EA OFFSET DOOR PULL 8190-0 630 IVE 1EA SURFACE CLOSER 1461 689 LCN .. Locks 8c Latches: Schlage, Falcon 2EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP FS438 626 IVE Qi Cylinders, Keys, Keying: Schlage, Falcon 2EA DOME STOP FS438 626 IVE 1SET WEATHERSTRIP Furnished under Section 08400 B/O Exit Devices: Von Duprin, Dar -O -Matic, Monarch 1SET WEATHERSTRIP (Furnished under section 08400) B/O 1EA THRESHOLD 896V AL NGP Door Closers: LCN, Norton 1EA THRESHOLD 896V AL NGP Hardware Group No, 10 (Janitor's closet) OH Stops/Holders: Glynn Johnson, Rixson Hardware Group No. 02 (Interior Passage Set) Provide each SGL door(s) with the following: Wall Stops/Floor: Ives, G -J, Rockwood Provide each SGL door(s) with the fallowing: QuantityDescription Model Number Finish Mfr Kick Plates: Ives, Rockwood Quantity Description Model Number Finish Mfr 1 EA HINGE 5BB1 4.5 X 4.5 652 IVE Threshold/ Weather-strip: Pemko, National Guard 3EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1EA STOREROOM LOCK ND80PD RHO 626 SCH Silencers: Ives, G -J, Rockwood 1EA PASSAGE LATCH ND10S RHO 626 SCH 1EA SURFACE CLOSER 1461 689 LCN Ivey Cabinet: Lund Key Control 1EA SURFACE CLOSER 1461 689 LCN 1EA KICK PLATE 8400 10" X 2'" LDW 630 IVE * MOUNTING LOCATION FOR SIGN SHALL BE 1EA WALL STOP WS407CCV 630 IVE 1EA WALL STOP WS407CCV 630 IVE SO THAT A PERSON MAY APPROACH FINISH OF HARDWARE: 3EA SILENCER SR64 GRY IVE 3EA SILENCER SR64 GRY IVE WITH -IN 3" OF SIGN W/O ENCOUNTERING Exterior Hinges to be Stainless Steel (32D) and Interior hinges to 0 PROTRUDING OBJECTS OR STANDING Hardware Group No. 11 (Aluminum interior pair) be Satin Chrome (�6D) Door Closers to be Aluminum, Locks to WITH -IN THE SWING OF THE DOOR. Hardware Group Na. 03 (Hollow metal exterior door) Provide each PR door(s) with the fallowing be Satin Chrome (�6D). Exit Devices to be Satin Chrome (26Q). Provide each SGL door(s) with the following: Quantity Description Madel Number Finish Mfr Overhead Holders to be Satin Chrome (26D), Stainless Steel QuantityDescription Model Number Finish Mfr 2EA CONTINUOUS HINGE 112HD 313 IVE (32D) and the Thresholds to be Mill Finish Aluminum. 3EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1EA PANIC HARDWARE 1691DT 628 DOP � 1EA CLASSROOM LOCK ND70PD RHO 626 SCH 1EA PANIC HARDWARE 1694NL-P 628 DOP * HINGES AND PIVOTS: 1EA SURFACE CLOSER 1461 689 LCN 1EA RIM CYLINDER 20-057-ICX 626 SCH ftrL A. Exterior butts shall be Stainless Steel. Butts on all out 1EA KICK PLATE 8400 101" X 2" LDW 630 IVE 1EA CORE ONLY 23-030 626 SCH swinging doors shall be 'furnished with non -removable pins 1EA DOME STOP FS438 626 IVE 2EA OFFSET DOOR PULL 8190-0 630 IVE DOOR ❑ (NRP). 1SET SEALS 5050E BRN NGP 2EA SURFACE CLOSER 1461 689 LCN] B. Interior butts shall be as listed. 1EA DRIP CAP 16A AL NGP 2EA DOME STOP FS438 626 IVE ,' 1EA THRESHOLD 896V AL NGP 1SET WEATHERSTRIP Furnished under Section 08400 B/O KEYING: All locks and cylinders shall be Schlage Lock, Company. All j � bittings shall be issued by lock manufacturer in order to create Hardware Group No, 12 (Hollow metal exterior fire exit) \N, a grand master key system. Hardware Group No. 04 (Public toilet) Provide each SGL door(s) with the following: All locks and cylinders to be construction master keyed in a Provide each SGL door(s)with the following: Quantity Descri tion Model Number Finish Mfr CONTRACT DATE: /7 \\ manner that does not require the cylinders to be removed. QuantityDescription Model Number Finish Mfr 3EA HINGE 5BB14.5X4.5NRP 630 IVE MAY 6, 2011 e Provide Two (2) each change keys per lock and Six (6) each 3EA HINGE 5BB1 4.5 X 4.5 652 IVE 1EA PANIC HARDWARE 98NL 626 VON `j 1 EA PUSH PLATE 820ORC 8" X 16" 630 IVE 1EA RIM CYLINDER 20-057-ICX 626 SCH construction master keys. 1EA PULL PLATE 8305-ORC 4" X 16" 630 IVE 1EA CORE ONLY 23-030 626 SCH \ LOCKSETS: 1EA SURFACE CLOSER 146.1 689 LCN 1EA SURFACE CLOSER 1461 689 LCN 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA KICK PLATE 8400 10" X 2°" LDW 630 IVE "C) Locksets shall be Commercial Grade 1 Cylindrical type, unless 1EA WALL STOP WS407CCV 630 IVE 1EA DOME STOP FS438 626 IVE d ct In specified otherwise, in "ND" series, RHO design as manufactured 3EA SILENCER SR64 GRY IVE 1EA WALLSTOP VVS407CCV 630 IVR I r, by Schlage. 1SET SEALS 5050B BRN NGP U 00 TYP. H.C. SIGN MOUNTING DETAIL Hardware Group No. 05 (Service door) 1EA DRIP CAP 16A AL NGP 1. Acceptable substitutions: Falcon T -- series Provide each SGL door(s) with the fallowing: 1EA THRESHOLD 896V AL NGP .. NOT TO SCALE Quantity Description Model Number Finish Mfr EXIT DEVICES: 3EA HINGE 5BB1 HW 4.5 X 4.5 652 IVE All devices shall be Von Duprin 98 Series in types and functions 1E"A CLASSROOM LOCK ND70PD RHO 626 SCH Hardware Group No. 13 (SERVICE PAIR) z specified. All devices must be listed under "Panic Hardware" in 1EA SURFACE CLOSER 1461 689 LCN Provide each PR door(s)with the following: M�O.., /" • �"� accident equipment list of Underwriters Laboratories. All labeled 1EA KICK PLATE 8400 10" X2" LDW 630 IVE Quantity Description Model Number Finish MfrL.Y. ILL_ w doors with "Fire Exit Hardware" must have labels attached and be 1EA WALL STOP WS407CCV 630 IVE 6EA HINGE 5PB1 4.5X 4.5 652 IVE W V) in strict accordance with Underwriters Laboratories. 3EA SILENCER SR64 GRY IVE 2EA MANUAL FLUSH BOLT FB458 626 IVE Z Uj All exit devices shall be tested to 1 EA DUST PROOF STRIKE DPI 626 IVE Q U ANSIng lab atony. test Hardware Group No. 06 (Office door) 1EA STOREROOM LOCK ND80PD RHO 626 SCH z ©_ J requirements by a BHMA certified testing laboratory. A written provide each SGL doors with the following: 2EA SURFACE CLOSER 1461 689 LCN *- Cd. .-.J 48 certification showing successful completion of a minimum of () 9' j 1,000„000 cycles must be provided. antity Description Madel Number Finish Mfr 2EA SILENCER SR64 GRY IVE � � � 00 3EA HINGE 5PB1 4.5 X 4.5 652 IVE 1 EA METAL Z -ASTRAGAL B Door Supplier GRY B/O All surface strikes shall be roller type and come complete with a y pp ? 1EA CLASSROOM LOCK ND70PD RHO 626 SCH LO plate underneath to prevent movement. And shall be provided C3i with a dead -latching feature to prevent latchbolt tampering. 1EA WALL STOP WS407CCV 630 IVE Hardware Group Na. 14 W �. 3EA SILENCER SR64 GRY IVE Hardware Provided by Manufacturer nn • 1. Acceptable Substitutions: Dor-O-Matic 1690 V 0 � d Hardware Group No. 07 (Office doorwith closer) Hardware Group No. 15 _ Z Provide each SGL door(s) with the following: Overhead Door operated by exterior electrical keypad. Interior operation to be .., QuantityDescription Model Number Finish Mfr push button for up and down function. Provide manual locking device option on interior. � O 3EA HINGE 5BB1 4.5 X 4.5 652 IVE (Submit for approval;) 1EA CLASSROOM LOCK ND70PD RHO 626 SCH -� - ,, �• -� - - -'1� "��. U_ 1EA SURFACE CLOSER 1461 689 LCN ��' Hardware Group No. 16 (Interior fire exit) 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE L �-- 1 EA WALL STOP WS407CCV 630 IVE Provide each SGL door(s) with the following: 0 3EA SILENCER SR64 GRY IVE QuantityDescription Model Number Finish Mfr � 3EA HINGE 5BB1 4.5 X 4.5 652 IVE I EA FIRE EXIT HARDWARE 98L -F 996L 626 VON Hardware Group No. 08 (Private toilet) I EA RIM CYLINDER 20-057-ICX 626 SCH Provide each SGL door(s) with the following: 1EA CORE ONLY 23-030 626 SCH QuantityDescription Model Number Finish Mfr 1 EA SURFACE CLOSER 1461 689 LCN 3EA HINGE 5BB1 4.5 X 4.5 652 IVE / 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA PRIVACY SET ND40S RHO 626 SCH 7� �� 1EA WALL STOP WS407CCV 630 IVE 1EA WALL STOP WS407CCV 630 IVE > 1SET SEALS 5050B BRN NGP 3EA SILENCER SR64 GRY IVE Hardware Group No. 17 (Aluminum exterior) Provide each SGL door(s) with the following - Quantity Description Model Number Finish Mfr 1EA CONTINUOUS HINGE 112HD 313 IVE 1EA PANIC HARDWARE 1694NL-P 628 DOP 1EA RIM CYLINDER 20-057-ICX 626 SCH 1EA CORE ONLY 23-030 626 SCH (" 1EA OFFSET DOOR PULL 83190-0 630 IVE 1EA SURFACE CLOSER 1461 689 LCN (, 1EA DOME STOP' FS438 626 IVE DOOR SCHEDULE F° 1SET WEATHERSTRIP (Furnished under section 08400) B/O t•• 1EA THRESHOLD 896V AL NGP ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET NO, SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. DOOR, FRAME AND HARDWARE SCHEDULE MARK DOOR FRAME HDWR. FIRE REMARKS SIZE MAT'L. ELEVATION MAT'L. ELEV SET RATING , 101 (PR) 3'0 x 9'-6" ALUM E ALUM 5F 01 - � 1 q2 (PR) 3'O x 9'-$" ALUM E ALUM SF 105 (PR} 40 x 8'0 ALUM E .ALUM SF 01 - 1q6 3'-6" �c 8°-0" GLASS K GLASS - 14 - TEMPERED GLASS SLIDING DOOR, 5 1q7 3'-6" x 8'-0" GLASS K .GLASS - 14 - TEMPERED GLASS SLIDING DOOR, 5 3'-a" x 8'-0" sero A HM 1 fls 115 3'-0" x 8"-0" GLASS J -- - - TEMPERED GLASS SWINGING DOOR 119 3'-G" x 7"-1G" ALUM C ALUM - 120A 14 - TEMPERED GLASS SWINGING DOOR 12gB 10'-q" x 10'-G" UH DR M MTL - 14 SECTIONAL. GLASS &STEEL DOOR, 7 120C (2)4'-6" x 8'-q" GLASS (2} K - - (2) 14 - (2) TEMPERED GLASS SLIDING DOORS, 5 � 121 3'-0" x 8"-0" ALUM C ,ALUM 5F 07 - 122 3'-G" x 8'-q" ALUM C I ALUM SF Q7 - 123 3'-O" x 8'-0" ALUM C ALUM SF fl7 - 1 � - k 8 - SCWD A HM 1 07 - 125A 3'-0" x 8'-0" SCWD B HM 1 06 - 1256 3'-0" ;c 8'-q" SCWD B HM 1 fly - 126 3'-G" x 8'-0" SCWD B HM 1 06 - 127 3'-q" x 8'-q" SCWD A HM 1 fl4 - 12$ 3'-q" x 8°-0" SCWD A HM 1 04 - 129 3'-O" x 8"-0" SCWD A HM 1 05 - 13q 3'-0" x $'-0" SCWD A HM 1 10 - 133 8'-0" SCWD A HM 1 05 - 134A 3'-0" x 8'-0" SCWD A HM 1 fl6 - 1346 3'-0"' x 8'-0" SCWD A HM 2 7 05 1 1 /'2 HR 135A 3'-0" x 7'-0" HM A HM 2 12 EXTERIOR; PANIC HARDWARE; INSULATED 1358 8'-G» k 10>-G" OH DR F MTL - - COILING; INSULATED; MOTORIZED DOUR 136 3'-G" x 7'-q" SCWD A HM 1 fl6 - 137A 4'-0" x 7"-q" SCWD B HM 1 05 - 1378 (PR) 3'G x 7'C) SCWD H HM 2 13 - 138 3'-0" x 7"-0" SCWD A HM 1 05 - 139A (PR) 3'0 x 8'q ALUM E ALUM SF 11 - 139B 3'-G" x 8'-0" HM 7 B HM 2 � 12 EXTERIOR 1390 12'-q'" x 10'-q°' OH DR MTL 7 � SECTIONAL GLASS &STEEL. BOORS, 7 I 139D 12'-G'" x 10'-G" OH DR L MTL 14 COILING; VISION PANEL; MOTORIZED BOOR, 7 14G , 3'-0" x ALUM C ALUM SF 09 - 141 ' 3'-G" x 7'-1G» ALUM C i ALUM SF 09 - 142 , 3'-0" x 7"-1G" ALUM C ALUM SF 09 - 143 ' 3'-G" x 7"-1G" ALUM C ALUM SF fl9 - 144 � 3'-0" x 7'-1 G" ),ALUM C 'ALUM SF fl9 - 14.5'13'-0" ;< 7'-10" ALUM C ALUM 5F 09 - 7`� A7" 7 146A 3'-O" x 7'-0" HM ( A HM 2 12 EXTERIOR; INSULATED 1466 3'-0" x 7'-q" HM A r' HM 2 12 EXTERIOR; INSULATED 146G 16'-0'"x 12'-U'" OH DR F MTL - 14 HIGH SPEED; STEEL COILING DOORS, 7, 4 �I 146D 3'-0" x 7"-0" HM uA HM 2 12 EXTERIOR; INSULATED L?� 149 3'-0" x 7'-q" SCWD A HM 2 04 -- 15q 3'-0" x 7'-0" SCWD A HM 2 08 - 151 3'-0" x 7'-0" SCWD B HM 2 05 - 152A 3'-q" x 7'-0" HM A HM 2 02 - EXTERIOR; INSULATED 1528 12'-0'" x 10'-0» UH DR L MTL - 14 -- COILING; VISION PANEL; MOTORIZED DOOR, 7 153A 3'-0" x 7"-0" HM A HM 2 12 � EXTERIOR; INSULATED 1536 12'-0" x 10'-O" UH DR L MTL - COILING; VISION PANEL; MOTORIZED DOORS, 7', 154 3$-0" x 7)-0" SCWD A HM 4 03 - 155 3'-q" x 7'-0" SCWD A HM 2 03 -- 156 3'-q"` x 7'-O" SCWD A HM 2 10 -- 158 (PR) 3'q x 7'0 HM H HM 2 13 - EXTERIOR; INSULATED 159 3'-0'" x 7'-0» HM A HM 2 03 - EXTERIOR; INSULATED ' 160A 3'-�1°' x 7'-q'" ALUM ALUM ASF 16 16G6 3'-O» x $'-0°' ALUM C ALUM SF 17 162 3'-O" x $'-q" ALUM C ALUM SF 07 163 3'-G" x $°-q" ALUM C ALUM SF 07 - 164 3'-G" x �'-q'" ALUM C ALUM SF 07 - 165 3'-0" x $'-q" ALUM C ALUM SF 07 - NOTES 1. WOOD DOORS ARE TO BE STAIN GRADE. 2. HOLLOW METAL DOOR FRAME PAINT SHALL BE SEMI -GLOSS FINISH. 3. ALL ALUMINUM DOOR AND FRAME FINISHES SHALL BE CLEAR ANODIZED, U.O.N. 4. DOORS 146C, HAVE RYTEC PREDADOOR -HIGH SPEED DOOR SYSTEM W/ MOTION DETECTOR, 5, SLIDING DOORS: PROVIDE FRAMELESS GLASS DOORS WITH BOTTOM ROLLING WHEELS IN THE PLANE OF THE. 1/2" TEMPERED GLASS SIMILAR TO THAT BY SPECIALTY DOORS MODEL. "TERRA -M" (CONTACT ADAM GROSS 1-866-815-8151) PROVIDE SOFTSTOP-SYSTEM CONCEALED IN HEAD FOR BOTH EXTREMES OF TRAVEL. PROVIDE FLOOR TRACK SCREWED TO FLOOR. PROVIDE CONTINUOUS BLOCKING AND BRACING ABOVE G'Y'PSUM I BOARD SOFFIT TO TAKE OUT THE SHOCK OF THE OVERHEAD DOOR STOPS. 6. ALL DOOR HANDLES SHALL BE LEVER TYPE IN CONFORMANCE W/ ANSI 117.1, LATEST EDITION. 7. OVERHEAD DOORS SHALL HAVE LOCKING DEVICE WITH KEYED 0 f. r w c� Q a a CYLINDER. 0 f. r w c� Q a a f, f. r KEY NOTES ioM Q0 0 3 5/8" 20 GA. METAL STUDS SPACED 16" Q.C. 23 23 FILL ALL CMU CELLS W/FOAM INSULATION. 24 2424 :x zl< (24 24 24 24 24 24 13 A 3-1/2" THK, SOUND BATT INSULATION. kl("` 5/8" THK. GYPSUM WALL BOARD x (o 24 24 WALL TILE AS SPECIFIED >) X 6xx 6" 20 GA. METAL STUDS SPACES 16" O,C- 24' 3 24 1 6 24 0 3/4" LIGHT TEXTURED STUCCO FINISH, 4 8 x 8 x 16 CMU WITH HORIZONTAL WIRE REINFORCEMENT SPACED 16" O.C. A v v VERTICALLY, A x ," SPECIFICATION MANUAL. 5 1, 4111'�tll! G 1 1/2" RIGID INSULATION BOARD, REFER TO 7 1 1/2" Z SHAPE FURRING CHANNELS 22 X GAUGE APPLIED VERTICALLY AND FASTENED TO THE MASONRY WALL THROUGH THE > z 0 SHORT 3/4" FLANGE WITH SUITABLE PLUMBING SIDE MASONRY FASTENERS 024 O.C. MAX. 7: < 8 x 12 x 16 CMU WITH HORIZONTAL WIRE x, REINFORCEMENT SPACES 16" O.C, VERTICALLY, 12 8" 22 GA. METAL STUDS SPACES 16" 0.(;, THICKNESS 4 7/8" THICKNESS 4 7/8" THICKNESS 7 1/4" THICKNESS 4 7/8" THICKNESS 4 7/8" THICKNESS 7 1/4" THICKNESS 7 1/4" THICKNESS 8 THICKNESS 8"REFER TO STRUCTURAL ELEVATION RATING - NONE RATING - NONE RATING '-NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE G DRAWINGS FOR CMU WALL HEIGHT ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY' - N/A ASSEMBLY - N/A ASSEMBLY- N/A ASSEMBLY - N/A STC RATING - STC -49 (SA -870717) 14 WALL EXTENDS ABOVE ROOF, SEE WALL SECTIONS SIN INTERIOR PARTITION INTERIOR PARTITION S�jN INTERIOR PARTITION S INTERIOR �P� PARTITION �IT I �ON N ER� PARTITIONINTERIORJP��RT�ITIO�NINTERIORJ1,Po�RTITION INTERIOR PARTITION_ S_INTE�I�R PARTITION 15 5/8" CEMENT BOARD scT 1 1,!o W8 L7 T _LT v_O _ -0" E T scALE, SCALE: 1 1' 1,!o sc 1�� 1, 0 sc SCALE sc T T SGALE: TLE ALE 1 �Rj, ALT 1,_ SCALE 1��Rj,!o Sc 0 R-11 BATT INSULATION 17 5/8" MOISTURE RESISTANT GYP, BOARD, > 18 FILL ALL C.M.U. CELLS W/ FOAM INSULATION "�— n26 TO ROOF DECK, V 7 7 23 X,77, STUCCO WITH LIGHT SAND FINISH, 23 23 :1. 7 7 7 7 >< NOT USED "" > 0 x >< X '�x X/ 'x NOT USED X ?'> 13 > < 13 7 x 7 7 NOT USED 7 x" !4 x METAL ROOF DECK STRUCTURE. 24 IK I �/ � -1,31,- :x .4 24 x-. x 77 > SCHEDULED CEILING. 7- x > >25 SEAL TIGHT TO FLOOR OR C.M.U. WALL. 24 N v —A 517 VA ABOVE, (FOLLOW U.L. LISTING REQUIREMENTS SEAL TIGHT TO METAL DECK STRUCTURE It v IF FIRE RATED WALL) 7- 7 )< X, 5/8" THK, GYPSUM WALL BOARD TYPE x ,x X (REFER TO FINISH SCHEDULE FOR WALL 11 5 FINISH), 8 L 10 1 ��: } 11 �---o ­ " -,C, T�� >:'� lxl y K�L �1-01-�-1(1�1- - 7 7 X 7 28 NOT USED �x.............................. 5/8" DENSGLASS SHEATHING. x 47 7 < 77 x 7 7 7 �x x e x 7 7 7 7 3/4" THK. SAND FINISHED STUCCO OVER WIRE LATHE, 4 X X: xx, �x X L 31 NOT USED 32 6 x 6 x 16 CMU WITH HORIZONTAL WIRE THICKNESS 12 3/8" THICKNESS 6 3/8"' THICKNESS 5 5/8" THICKNESS 6" THICKNESS 11 5/8" REINFORCEMENT SPACES 16" O.C. THICKNESS 13 3/4" THICKNESS 14 1/2" THICKNESS 11 5/8" THICKNESS 7 5/8" VERTICALLY. RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE ASSEMBLY - N/A ASSEMBLY N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A 33 FOR CONTINUATION REFER TO WALL SECTIONS. &INTERIORjP��RTI�TIO�N EXTERIOR PARTITIONW11 &_IN R INTERIOR PARTITION_ INTERIOR PARTITION wl 8 INTERIOR PARTITION 1���R PARTITION �Tl 0 �N N R�R PARTITION �IT I �ON R �R PARTITION W15INTERIOR PARTITION W141, _� T XT T� O� RT Wl 6 SCALE: 1" l' -O" W17 SCALE: 1 l' -O" 1'-b" SCALE: 1! 1,_o SC O� RT W13sc LE. 1�� !o 1,_osc T� T LSCALE. ALE . sc .1,_O SCALE: �LE ALE SCALE: CAT x" 26t. 14 14 777 77,. 7 26 xl -�V 26 7 7 VA <X < , Z -L /X X� (o 24 x �x 7 7 :x 30 ( b..'<�"ti'; 24 24 24 w°d°°5' 7> Q XX, X� 7-- 71" > X'X 24 24 18 4 �x 10 zl-J 1A, XX 7 8 �X A 7 x 24 11 � 3 %/ GENERAL NOTES cloy --- 17- 7 17 110 x -77 1 A 0 1 ALL GYPSUM BOARD IN LAVATORIES AND BEHIND ),J- 10, RM. SIDE MISC. PLUMBING FIXTURES SHALL BE 5/8" THK. ',x z A,3>'�x PLUMBIN -7 7 MOISTURE RESISTANT. 0 7 a. x� SIDE 4 No X ra -7PROVIDE 3 5/8" MTL. STUD ANGLED SUPPORT >/ 48" O.C. FROM TOP OF STUD PARTITION TO F4 xx STRUCTURE ABOVE. TYPICAL FOR ALL INTERIOR x X %STUD WALLS. 43 X THICKNESS 8" THICKNESS 13 1/8" THICKNESS - 13 3/4" THICKNESS 15 7/8" THICKNESS 14 1/2" THICKNESS VARIES THICKNESS VARIES THICKNESS 9 1/4" RATING - NONE RATING - NONE RATING - (1) HOUR RATING RATING - NONE RATING - NONE RATING - NONE RATING - NONE RATING - NONE ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - U.L. DESIGN NO, U905 ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY - N/A ASSEMBLY' - N/A INTERIOR JR EXTERIOR H ATIE D INTERIOR PARTITION INTERIOR PARTITION_ ( PARTITIONINTERIOR�Po��RTIT[ION� INTERIOR PARTITION J,P��RT�ITIO�N --�X W21R RE R -0" SCALE: 1" V-0" W24SCALE: Rj��R P( RTIT�I T _O 1!� 1,_OSCALE: 1" 1' sc SCALE: INTERIOR ! 'I P TITO 22 W23 ALE ER �R AR N CALE, cj SCALE: ALE. 'ATE 1�0 1� ICALE. 11 1 0 <T 4117 23 �,24 x 24 24 4z— X 110 4 2 17 17 X k'XI C- X C Ix 2 3 18 L X -x THICKNESS 13 3/4" THICKNESS 7 1/4" RATING - (f RATING - NONE ,) HOUR RATING ASSEMBLY Ul. DESIGN NO. U905 ASSEMBLY - N/A STC RATING STC -49 (SA -870717) THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 7 INTERIOR ALE. (2 4�-,,� SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ANDeINTERIOR PARTITION INTERIOR PARTITION W33INTERIOR WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE @PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. SCALE: 1,_oSCALE oSCALE: jj., go 100% CONSTRUCTION DOC'S. ISSUE DATE- 9-21 —11 CONTRACT DATE: MAY 6, 2011 m z 0 z Lu LL uj (f) Lu z w Z 0 CL 0 00 Lu n 0) o r 0 U) LZIJ 0 INO WALL TYPE DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO, A5.2 i,.,j 14 I II 'il i GENERAL NOTES 100% 1. PROVIDE BLOCKING IN WALL TO SUPPORT ALL WALL MOUNTED FIXTURES, CONSTRUCTION DOCS, IssuE DATE: 9-21--11 _ ..____ .___--- __ _..____. ,___._._.__.__ ___.____ __ .___---_-_-_-__-_ 2. ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR _ _..._.._.__ ______-----____...._...�_ _ ___..._... C PRIOR TO FABRICATION AND INSTALLATION OF MILLWORK. �.. ---_ - - ___- ___.____ _ _.-_-- _----_._.__�`_... ______....._._..__: ._._.._-_-__.. _...__ - 3. THE CONTRACTOR SHALL COORDINATE AND INSURE THAT / _ _. _ __..__ \ r- 9 \ THE WORK OF OTHER TRADES INSTALLED IN THE MILLWORK 11 T T t R AN CORRECTLY AS SET FORTH IS PERFORMED AS FULLY D L -- .-__-- AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 1 _'_. 4 (-T _._.__.. .__.__. ALL EXPOSED SURFACES IN MILLWORK SHALL BE COVERED 17 \. \,_. *\ / B Y PLASTIC LAMINATE, 0 I L�,s AMI ,a r fi INN" 4 f I I ------ WOMEN ____ --- ---.._:_---- --- _ .____.._�__ _ _ __., _-_.__-__.._. _ - ----._ ,„ .._.---._.__-.______ _ .__ ___..-_._.._ ___._ _.. __ _. __ ..-----__.---. _.__ .._ .__._ __.. ___ __.. _.._._______ .__ _... _.___...._____ __,___ ____ _ T T CABINET SHOP � 6 � - - - -_ \ , � GENERAL CONTRACTOR REQUIRED 0 SUBMI C E H DRAWINGS PRIOR TO FABRICATION. WOMEN cl T6 trj vi i 125 A6.a - - 2 / it7 l i' I H KEYNOTES C/7 F NIS 0 — iTr Q , i 'XI I 3 9 8 9 8 - ___ O _ _-- ----...... ,�___... __._ _____ _..- -_ --_ _ _-._ ._.-- ---�_ _._._.__.. _____- .-.-.__. X X REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.0 I II ... ......... -------_---- INTERIOR ELEVATION KEY NOTES 14 X 1 w 1 HANDICAP ACCESSIBLE TOILET AS SCHEDULED ON PLUMBING PLAN: C MEN 126-2 MEN 126-3 MEN 126-4 MEN 126-5 H ON PLUMBING PLAN. 318" = 1'-0„ 3/8" = 1'-0" 3/8° =1'-a" srs" =1'_0" (D WALL MOUNTED URINAL AS SCHEDULED j{ am a � - Cc � HANDICAP ACCESSIBLE LAVATORY AS SCHEDULED ON PLUMBING PLAN. � ti is LAVATORY AS SCHEDULED ON PLUMBING PLAN. 2'-9 1 r8„ 1/8" 5'-0" �- . �.." ✓ _..,✓ _- 2 5 TOILET AS SCHEDULED ON PLUMBING PLAN. � L-4- - _ - ^ DOOR AS SCHEDULED, u � -. T - " 6 A6.0 f - - - TOILET PARTITION, MEN �.---�- _ _, � _�_.. _-_.. �._ r 4 126 l_ J \ TECHNICIAN LOCKERS SUPPLIED AND INSTALLED BY (�C.,,I� _. _ _ _ ._. _ _.._ _- _ -_ ._.. _.._� ___..-- 1--- ---- -_C—_ _ �-_ _ -_�----_ _r_-- _ ___ _ ._.._.. __ ___ ___.... __._:._..._ ___._ _..-. ___._�__- __ _m__ �_:_--- -___ � _--_-...__ ___--_-____.__ __._ _-_..�._ _. ,: �, �,^ ,W,-� ,, ._ __._..._.-._. �`-._._..___ ___.._.__ __-____ 9 WALL MILES REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.0,­7 n 11. II ,w -'"\, " , ' ('' `` �___-- -- _-_--___ ",v" .._.._. ___.... REFER TO PLUMBING SCHEDULE ON SHEET P2.O. ........... . ... ------------ "-.^ ,, 11 FOR MILLWORK DETAILS SEE SHEET A6.2. r I2 ARMAFLEX INSULATION AROUND DRAIN PIPE. WOMEN 125 MEN 126 RE STRCO __._ ..'' _ _____�_...__.___ _.___..___-____ _____�__ __. __ ___________ ._ . _ 1.___---_ _ .__- ---- __ __ _T6 _.__ l_____ __ ,________�_ ___.___ __ r 1/4 - 1-0 � `I 2 _ � 13 BRACING WITH PLASTIC LAMINATE FINISH. i x _._._.... -" _._. 14 BASE AS SCHEDULED. ]_1__________­­ _. __ _ _ _. _ _ _._ ___ _ __ _ _ _- -- 16 - ON WOOD BLOCKING A.., f %� _....__-_ __.__...�_-'_ __._.. _�.._:.-..___.__i..__l._-_�_.___ I I _ _ -� / 1,� 3/4 PLYWOOD REMOVABLE ACCESS PANEL ----L _- . _ . - _ - �,, , _� c, - T 12 4� � 1II � I � � REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWING, FOR APPROVAL. I 1 _._ �__..__._. ........-�_._ ...____ 1 E� LAMINATE FINISH, REFER TO FINISH SCHEDULE ON SHEET A3,O. � / >, 1" W. REVEAL W/ STAINLESS STEEL PLASTIC LAMINATE FINISH REFER TO FINISH SCHEDULE ON SHEET A3.0 AND SHEET A6.2, >N -•_"•�_�%`•-_....�\ ��•,._._:.--"/c}.' A6.2-v'""v,.Y,-,,.-v'''-•,/'^�,r-`,�./'�"^�..'-'^...'^"-•,.r^'-,r-v:�.,,,�,r'",-"``ti..�^"-"^.,r,...:--.:�,--•.�.^..,.. tri WOMEN 12 5 - 9 18 SOLID SURFACE COUNTERTOP AND BACKSPLASH. �" �` 8 , 6 WOMEN 125-6 7 WOMEN 125-7 $ WOMEN 125-8 � � 3/4 PLYWOOD WITH LAMINATE FINISH. y TOILET ACCESSORIES SCHEDULE a a a a a a T1 "BOBRICK" MODEL No: B--2860 SURFACE MOUNTED ROLL-PAPER-TOWEL INTERIOR ELEVATION KEY NOTES \ �, r �' '`.> DISPENSER, CONSTRUCTED OF TYPE-304 22 GA., STAINLESS STEEL WITH REFER TO SHEET A6,2 FOR KEY NOTES SATIN FINISH. TOUCH FREE, PULL TOWEL MECHANISM. .. jK ` T2 ASI 2000 SOAP DISPENSER ..... .--___._.______.__.._ .___.___ __._.__------_. __:-_ ____.�_..___ __ _ __. ... _____.-_, ...._...__.. ___ _.._ T3 "GAMCO" TTD-2 SURFACE MOUNTED TOILET TISSUE DISPENSER OR EQUAL. MOUNT CLEAR OF STALL DOOR SWING, 19 A6,0 1 i'li 13 T4 GAMCO ND-1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL aj r' r OR UA u A6,2 SIM I ;y -- `_.._ - NOTUSED _ \ T5 T _ 1 18 MENS TECH 1 x f __ -- _ _ 1__. .__ _____.._.1 _________ _ ...._.__ _... __.-_._. __.... _ ___.___ ._...._ __._.._ _....._. ___._..._ .___.____�_1._._..__. _..___ 15 A6.0 3 LOCKERS/ Jf __ --__._ ..____--.- - ___.. ___-_ -- _ STAINLESS BUILT IN TRASH CHUTE W%RIM, 8" ROUND OPENING, 2" MIN. x 6 HIGH RESTRM. L / - T9 T8 \- 12 i \ T7 24"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR -- _._....._.?�--,----_-.-_. _._...__ 14 T8 1-1/2 DIA, X 42 LONG GRAB BAR. � I � I I r � J` 0 .Q WOMEIyI CH o � � �" „ 1-1/2" GIA X 36" LONG GRAB BAR, �� SS-1 24 25WV1 11 41 8 a r� ; . >,;. = ILID �- _ - t� . _. _._ - --- - \ T10 T DMI R -- 42 W X 30 H ANGLE STAINLESS STEEL FRAME MIRROR I I �� i � '� ' �`V fid`, i A " ���� ���, �'V � �� 12 C+J I _... I " 00 \ `� C \'\ -° r` _..__ 1�3 ,I T11 MIRROR WITH MOLDED WOOD FRAME, WIDTH OF BASE CABINET HEIGHT IS _ _ _ _ _ _ REF- VENA _—_.____ __-- .._... _ FROM 4'-0" A.F.F TO 7'-0" A.F,F, COPIER BY I \\ % -/"/ ,' 1'-6„ "BOBRICK" MODEL No: B--3644 RECESSED WASTE RECEPTACLE, TYPE-304 �._ OWNER ' _ .. -_ _12. _ _ 21 S.S. SATIN FINISH ALL EXPOSED SURFACES. 4 "SAN JAMAR" MODEL No: T130OTBK TEAR--N-DRY CLASSIC ELECTRONIC 5-. SFl� E'S _ ` -: - _ _ _ TOUCHLESS ROLL TOWEL._~DISPENSER, .BLArWtl A6.a;a-,,.;;, WOMEN TECH LAV. 140 13 WOMEN TECH LA1/* 140 14 WOMEN TECH LAV. 140 15 WOMEN TECH LAV. 140 16 � �����-�� .^ � � n� ---- - , TECH BREAK RM. ,y ` , ; 1 _ 1 4 1 5 - „ _ 14 "BOBRICK' MODEL No. B-279 SURFACE MOUNTED WASTE RECEPTACLE 6" ,� � ~: m 3/8' -: 1'-0" 3/8" - 1 0 3/8' - 1 0 DEEP 3'-10 3/4" 6'-4 3/4'" 21 138 1 "ASI" MODEL No: 0332 LAVATORY MOUNTED SOAP DISPENSER F,V, C --- "BOBRICK" MODEL No: B-275 SURFACE MOUNTED WASTE RECEPTACLE 12 12 TECH AREA 1/2"" DEEP COPY AREA 1/4'" = 1'-0" ` __Ej "ASI" MODEL Na: '9343 SURFACE MOUNTED SOAP DISPENSER lr "ASI" MODEL No: 20363 SURFACE MOUNTED :SOAP DISPENSER 1) M CONTRACT DATE: -- MAY 6, 2011 LO �___-__. ____ 9 - - ---- __� ____.__. _ _.._ _._____ _____ _ ._._._. ---____� ___. __.____ _-__._..-.. _----__.-_.___,-_-___.._____ ______. ___..__ __. ____._.__�_ - - -----___�_..___ ___-___._..._.._ _ _ INTERIOR ELEVATION KEY NOTES Ti T7 % 7 \ T7 �� \ *:.✓ REFER TO SHEET A6.2 FOR KEY NOTES °" U 00 — _.. __.._........._.._ ._ ._ . -- _ _ _._ q -- --- --- L j M �- f. U I — f� ° 18 '� " N — ct 0 f `� CLQ J w w to A6,0 11 + �,✓ — -- — — 14 �._. = — — — __ — r - - Lu I r- F � — - a �, I — - — � 55-2 24 C) —_ IL � �- P6 0 8 ¢\ 0 1."Z S z L MEN TECH LOCK RE TRM. 139-17 MEN TECH LOCK RESTRM. 139-18 MEN TECH LOCK RESTRM. 139-19 -- Q 17 1$ 1 3!8"=1'-a" 28 RECEPTION - 103 cj. 0 3/8" = 1'-Q" 3!8 = 1'-0' V .I 1 �ry COPY AREA A6,2 SIM r s 10 ............. �8 A6: 2 L - - A6.0 23 24 A6A WV1 39 FINISH LEGEND `'., , ,�,��, 0 p VW1 39 ( WV19 \ _ _ f�3fi9'Sj _ ---- - \y a ,�-�' ''�`"/"_ `\,- WV1 39 ,_.I ' ,.'_ \�,- _.:✓' I \: �_ l XX_X REFER TO SHEET A3.0 26 \ \� " } SS-2 24 .__._ - --- ._..�.- . _ ._ \ _.. ., _.....:.. ---- ------ - - <� 24 26 SS-1 I 11 WV1 7 to I co co s> r `y 22 - - z 42 "7 REF. BY VENDING N �. ^„_,r 8\ l OWNER MACHINE BY INTERIOR _-_-- _-_ _..__..._ ------ _.._____._ .�_ ._______ _. _ _.._ __-___ _ OTHERS - , `� .,-- ,� ", , , ELEVATIONS M 5 � W1 M-5 21 I _... N -,__ -- I: _ _., .. 1 3 EGA. SPACES = 11'-4 11/32” 21 V 3 , DESIGN f RECEPTION - 103 RECEPTION - 103 DRAWNEBYBY: 7'-7 1/2„ 21 6'-4 7/$" A6.0 24 318" G.5 " ., _ , CHECKED BY: F. V, d18 - 1 -t3 JOB NO, 2011-21 THIS MEN TECH LOCK R.ESTRM. 139-20 TECH BREAKRM. 138-21 RECEPTION - 103 RECEPTION - 103 SPRING ENIGINEERNG,AND HNC. AND ARE NOT TE DESIGN SHOWN O BE PROPERTY OF SHEET NO. �r^REPRODUCED, 318" 1'-0' 'c" 1 318" = 1'-0"' 22 1/4" = 1'-0" 3l8' = 1'-0' COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND A .0 PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. Z -oo F.vl > cT�Ix/ 5 R 2 A6.2 - - ------ A6.2 > TA L Al�RTS/ E I SS -1 24 SS -1 24 04 LL 4 A6.1 CASHIER x 9'-8 1/4' 1 A6.128 > SS -1 24 25 SS -1 24 25 (D 3 C) (4 2) — \ I J X Al WV1 11 =n 12 S —5)0 WV1 23 6 EQ. PACE /8 CEDQ� 9'-8 1/4' 9'-8 1/4' 11 �FF-T F.V. F.V, RETAIL PARTS CASHIER 147 PLAN VIEW RETAIL PARTS CASHIER 147-3 4 RETAIL PARTS CASHIER 147-4 1/4" = 11-0" 1 . ( 1 3/6" = V-0" RETAIL3/ 3/ -01. T-7 - -------__-- ------ ------ _ ___�___ _ _ _____�____-___ _- _I___ ____ _ _ T— ------- T-7 ST- 7 AV. 7 24 g:A. ----------- __ _ 29 10 A6,11 8 cr ST -7 _ _ ____ l___ -� - _ m J: __ l --- _1____ _____L_ __ _ ............ - Ir-ni d A------------ - WV'I 5 19 7 x X/ >< < -7/ --- Ell REF. I �\X/ b 1 2 �42 5 22 W)OQ,.,VE-NEER W)OW To.'S�ERVICE Dl::'T 12 S E' W OW Mt),, E BETWEEN D CLEAR it //,SCHEDUI ... ........... ... . .. 1-tKAIL16LAS /lll ':�SLIDWG,,PANELS,� PROV[DF�,LOCKS/ J", L CI PRINTER WV'I 5 19 7 x X/ >< < -7/ --- Ell REF. I �\X/ b 1 2 �42 5 22 4 '-7 12 Z / WM 5 21 V1 8\, Nvl -11 'e 19 5 1-0" 2' 31 3 4 EQ. SPACES LAV. 105 PLAN VIEW (-7) LAV. 105-7 6 --- LAV. 105-9 10 LAV. 105-10 MEETING TRAINING BREAK RM. -12 r� Q CUSTOMER WAITING SERVICE VIEW 1/4" = 11.4. = 1.4. 1 11,01, 3/8" V3 3/8" = 1 3/8"11 12 3/8" = V-0.1 L Lu E ___EQUAL EQUAL -- --------- ------ - --- ------------ - ---- A6.11 T ------ - - -- --------------- .. .... ... .. ............ - ---- ----- -77 - --- - - - ------------ liA6.1 T-- -------- - ------ --- -OVIFIR L -j ... ... .. ----------- --------- - --- > -7 ---- -- CUSTOMER -I -- CORRIDOR T --- WAITING IL 152 I II 7-r - - ----------- - - ----------- ------ -------------- L _MEDIA WALL j - ------------------ -- ------- -- ------ ----- -------- -------- ---- -- n34 -WALL ART DISPLAY' WALL > WD1 -- - -------------------- ---------- ADJUSTABLE SHELVES W)OQ,.,VE-NEER W)OW To.'S�ERVICE Dl::'T 12 S E' W OW Mt),, E BETWEEN D CLEAR it //,SCHEDUI 1-tKAIL16LAS /lll ':�SLIDWG,,PANELS,� PROV[DF�,LOCKS/ J", L CI PRINTER 4 '-7 12 Z / WM 5 21 V1 8\, Nvl -11 'e 19 5 1-0" 2' 31 3 4 EQ. SPACES LAV. 105 PLAN VIEW (-7) LAV. 105-7 6 --- LAV. 105-9 10 LAV. 105-10 MEETING TRAINING BREAK RM. -12 r� Q CUSTOMER WAITING SERVICE VIEW 1/4" = 11.4. = 1.4. 1 11,01, 3/8" V3 3/8" = 1 3/8"11 12 3/8" = V-0.1 L Lu E ___EQUAL EQUAL -- --------- ------ - --- ------------ - ---- A6.11 T ------ - - -- --------------- .. .... ... .. ............ - ---- ----- -77 - --- - - - ------------ liA6.1 T-- -------- - ------ --- -OVIFIR L -j ... ... .. ----------- --------- - --- > -7 ---- -- CUSTOMER -I -- CORRIDOR T --- WAITING IL 152 I II 7-r - - ----------- - - ----------- ------ -------------- L _MEDIA WALL j - ------------------ -- ------- -- ------ ----- -------- -------- ---- -- n34 -WALL ART DISPLAY' WALL > WD1 -- - -------------------- ---------- ADJUSTABLE SHELVES W)OQ,.,VE-NEER ,-DMRS ON TOUCH LTH SPRINGS - 12 wv'I BETWEEN D CLEAR it -Z 1 �2- 1-tKAIL16LAS /lll ':�SLIDWG,,PANELS,� PROV[DF�,LOCKS/ J", CI PRINTER SPACE o 1 0 12'-1 3/4" cv 13 CUSTOMER WAITING 152CUSTOMER WAITING 152-14 GG CUSTOMER WAITING 15�-15 ' `.__ r\ / 831 18 4 21 A6.2 2 SIM -ELEC RECEPTACLE, A 4 2 SIM r4 TYP. 7 20 A6.1 SS -3 24 SS -3 24 SODA TCOFFEE I HAND SINK/ Disp, DIPS., cv TRASH 1 6 11-2" BEVI/ o ��FEE SODA L I CHUTE C S S COOLER V-2 ----T o BELOW DISP, 2" rR. DI /481\ -7 z5 CN /8\ 5 x, C4 -X E �"Z WV1 I vi 27 B Ey" 61 -9 z/ X _C OL hp Nli 3.. 41 9 cW Dvi =M- 5 20:1 81-11-91- M-5 21 19 WV1 3M-5 21--01' 2'-0"A 5'-0 1/4" 1'-9" 6�-211 7 7 1 CAFE 150 PLAN VTEW 1 i SAFE 1.50-17 18 CAFE 150-18 1 CAFE 150-19 CAFE 150-20 3/ E 150-21 3/ 3/ 3/8" = 1 1�011 �3/ </ -r "'N" X N X, olx. X, "IX <\ 24 2340 //X\ ,/X:\ > 15--.W111—GM— I 26 r3 A6.2 27 71 BILLING/ III✓ ACCOUNTING 118 I I S 11 PARTS BIN H PAR��TS BIN PARTBIN < 'XI \ 23 Wvl7 12 -Z 1 �2- N flJ J", CI PRINTER SPACE Wvl7 x r 7. 9' -ll 3/8" F.V. TECH PARTS COUNTER 153 TECH PARTS COUNTER 153 BILLING ACCOUNTING 22 114" = 1 1-0.123 24 = V-0.1 -24 25 BILLING ACCOUNTING 27 BILLING LING ACCOUNTING THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 3/8" 114" = l' -O" 3/8" SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 cn z W0 w"N M Z z 1*w ca Cry � < L I. -I co 11) 0 0) t LO 04 zitt us z 3 Lu CC: Lr"'r_ loom**& r�51- �_ CONTRACT DATE: MAY 6, 2011 Z ob L n 0) 0 L) Z z W (Z/) W 11L" w z CL 0 00 qr Lo zLo 0 W 0 0 0 Z Z -j C3 LL INTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.1 12 N CI KEY NOTES o 1 0 (D REFER TO SHEET A6.2 FOR KEY NOTES 24 25� -1 CN z . . . .... LAMINATE/SOLID SURFACE SCHEDULE C' (VV—V PrrrP TO QWC717T A3 0 FOR rIMICI-I SCHEDULE x r 7. 9' -ll 3/8" F.V. TECH PARTS COUNTER 153 TECH PARTS COUNTER 153 BILLING ACCOUNTING 22 114" = 1 1-0.123 24 = V-0.1 -24 25 BILLING ACCOUNTING 27 BILLING LING ACCOUNTING THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 3/8" 114" = l' -O" 3/8" SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 cn z W0 w"N M Z z 1*w ca Cry � < L I. -I co 11) 0 0) t LO 04 zitt us z 3 Lu CC: Lr"'r_ loom**& r�51- �_ CONTRACT DATE: MAY 6, 2011 Z ob L n 0) 0 L) Z z W (Z/) W 11L" w z CL 0 00 qr Lo zLo 0 W 0 0 0 Z Z -j C3 LL INTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.1 2,-O" ^ 0- 031 =~WOOD VENEER:LATCH SPRINGS C14 WOOD VENEER 1/4° CLEAR --- TEMPERATE GLASS SLIDING PANELS PROVIDE LOCKS WOOD VENEER CED WOO VENEER -- DOORS ON TOUCH LATCH SPRINGS CED M5 ADJUST BLE GLASS SHELF AND TS BY MILLWORKPROVIDE R PULL SHELVING'_ U/ \ m ,' "" G -5- )� 31 @ -.a-- 31 —KEY NOTES 0 WIRE ruu-. /?l 1/4° WIDE x 1/2" DEEP HORIZONTAL REVEAL. (���� PLASTIC LAMINATE FINISHED DRAWER W/ LOCK. = CHASE WALL FOR ELECTRICAL ACCESS. LD RUN GRAIN HORIZONTALLY WATCH RECEPTION DESK. (o��� LAMINATE FINISHED DRAWER. (/��� MICROWAVE, BY OWNER, �� �o� REFRIGERATOR, BY OWNER.__ Cg} DOOR AS SCHEDULED. �� WOOD BLOCKING AS REQ^D. �� /�� 3/4° PLYVVD. YY/ LAMINATE SURFACE. `� tu� '�� 5/8° THK�, WHITE ADJUSTABLE MELAMINE SHELVES. v�� " 0�� 1 x4,. WOOD CONTINUOUS. -~ �� @�� 5/8° THK, WHITE MELAMINE INTERIORS. (BOXES) L:� �� 1/2° THK, WHITE MELAMINE DRAWER STOCK. `~- . 0UNE BORING FOR ADJUSTABLE SHELVES' PROVIDE STEEL SHELF SUPPORT CLIPS, " " Lo� 2x4 WOOD FRAMING. ��� " ��/ �y4" WOOD BASE. ~� �� L,� CABINET DOOR. `~~ 0 BRUSHED STAINLESS STEEL COUNTERTOP. (u��� BASE MATERIAL, MULTI -USE HAND SINK, REFER TO PLUMBING PLAN, BRACING WITH PLASTIC LAMINATE FINISH. SOLID SURFACE COUNTERTOP. � *�� �^� SOLID SURFACE BACKSPLASH � . L2G} STAINLESS 6�11L'TIN TRASH CHUTE W/RIM, 6" ROUND 8 - OPENING, 2^ MIN 1/4" WIDE x 1/2" DEEP VERTICAL REVEAL. ~~~ ELECTRICAL / DATA OUTLETS. FIELD COORDINATE LOCATIONS. ' LAQUERED WOOD FRAMED MIRROR, 0 PLUMBING FIXTURE REFER TO PLUMBING PLANS. (D QUICK PARTS BINS SUPPLIED BY OWNER. VERIFY' OPENING SIZE IN CABINET WITH QUICK PARTS BIN VENDOR, PRIOR TO FABRICATION. UNDERCOUNTER REFRIGERATOR BY OWNER, "U -LINE 2175 R ECHELON" 5,7 CU. FT, BUILT IN UNDERCOUNTER REFRIGERATOR OR EQUAL. COFFEE MACHINE BY OWNER, VERIFY SIZE AND CLEARANCE REQUIRED, 0 STRIP LIGHT UNDER CABINET. 0 lx3 TRIM FINISH AS ADJOINING SURFACE. 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. GRAPHIC PANEL BY OTHERS, BOTTOM AT 50" A.F.F. WOOD LAMINATE FINISHED SURFACE. DISPLAY UNIT AND SHELVES BY OTHERS, TOP OF WALL MOUNTING BRACKET AT 39" A.F.F. FIXINGS TO FIT VENDOR'S WALL BRACKET MOUNTING REQUIREMENTS, WALL SUBSTRATE AND FIXINGS TO BE ABLE TO CARRY THE WEIGHT OF THE DISPLAY UNIT. (155 LBS) (D "AMEROCK" 128 mm PULL SKU # 8P19541CSG9 @ PENCIL DRAWER. I -- LAMINATE/SOLID �U� � ��~����U|� ~~_-'-.-''___----�'_____GED REFER TO SHEET A3.0 FOR FINISH SCHEDULE m ALL CABINETRY PLANS AND DETAILS ARE INTENDED TO EXPRESS THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL SUBMIT DETAILED PLANS FROM THE CABINET MAKER TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED' COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 CONTRACT DATE: MAY 6. 2011 INTERIOR ELEVATIONS, SECTIONS, DETAILS d Uo | � �� �� - �� r] � � � 0) �� �� |� NN �� LL LAJ Zn UUU �� ~ED �� �� �s (� -r 00_ Lo �� �� Nij ���� Z Z � Z , K) ` � o LL �� ��� z.� .- U� 0 0 t1l) INTERIOR ELEVATIONS, SECTIONS, DETAILS 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 H H2 7 H2 H 2 Cr r —,r A5.3 ,,✓_"`"- `� A513 �,✓~ -�"``\ A5 3 A5.3 A5.3 A5.3 1 1 11 / A /, / / i / /-;/ // / / / / �/ i / 6 o U Lj J1 �/ � / "67 eo ao oa fCnC3 ) /V/ //� j ,� ►�) / j I J � �� l 1 / �// ✓ ; /r/ G L ! �> d LJ S2 S2 -�''�/ 5, 3 A5.3 2 -EQ. PANELS 3'-0" 3 -EQ. PANELS S-0" 2 -EQ. PANELS S-0" 2 -EQ, PANELS 3'-q" 3'-0" 2'-8 1/2» 4 OF 5 -EQ, PANELS 3'-0" 1 OF 5 -EQ. ' PANELS 9'-3 3/8" 13'- 5 5/8"' 9'-0» 1 -9 1/ » 9'-11» 5'-9 1/2" 19'-q„ ._. t 5 C", �a TYPE W1 TYPE W2 TYPE W3 TYPE W4 TYPE W5 TYPE W6 TYPE W7 TYPE W16 SERVICE ADVISORS SERVICE MANAGER SALES H5 SALES MANAGER F & I H2 SALES H2 DEALER OFFICE PREP MGR ` WARRANTY A5 3 DEALER OFFICE H5�' v "�'� "``�-' A5.3 H5 H2 H2 FIRE SHUTTER A5,3 A5.3 A5.3 i ' �'r // J i / /'` FIRE HUTTER FIRE SHUTTER % Li i // i �' qy? 77 J5 OL 00 J2 / / / / % U / H2 H2 % j j i / / j �!" 1 /� j 1 5.3 i % / A5.3 /i % / /% , fi fi / , / A5,� / / Q a /; �- /// / i' 1✓,/ j / 1� i i / j /' 1 % / / / % / / JZ JZ i ' �i / i / 1 rJ i'' /i! a �'� / i i j' / / L j,% /��, /�� / /',/ A5.3 A5.3 j' j' `!,i /00 i %/ j � � / /i, a / ♦ j �� A // �// i ,j A5.3� fi S7 x " / // / //' // % / A.5.3 2 3 /�� // 3 1'1 -4 3 -EQ. PANELS "�* 7'-4)' 4 -0/;'y �2 /�03��✓ / / 3 /;/ / /i;i / J / l„/ CJ/ , �; / , A5.3 lo 1 OF 4 -EQ. S-0" 3 OF 4 -EQ. PANELS „ 2 -EQ. PANELS 2'-0"` S-0" 6 -EQ, PANELS 1 -11 6'-0 1 -11 PANELS 17'-2 3/4" 9 -10 7'-0" 22'-q" F. V, TYPE W8 TYPE W9 TYPE W10 TYPE W11 TYPE W12 (,2 REQ'D) TYPE W13 TYPE W14 TYPE W15 TYPE W17 SALES MANAGER SERVICE ADVISORS CUSTOMER WAITING CUSTOMER WAITING PARTS MANAGER VESTIBULE VESTIBULE SERVICE MGR NEW CAR DELIVERY / A5.3 A5.3 d INTERIOR GLAZING SCALE: 1/4"=l' -O" ✓ 1 /i; j' ' /' >/� \ i / / i H2 A5.3 00 /• qp / / a7 Lu62'-4 1/2" 27'-5" i 2 / / 3 3 / 3 , ,,'� � / 02 ,''� �, , � 3 /� 3 ,/' 3 , C� /,� / /' 0 / /6 , CJ' o� / / / 3'-0" 2 -EQ. PANELS V-0" 2 -EQ. PANELS 4'-q" 4'-q" 4 -EQ, PANELS •/i�;� 77 '7% i/ !' 'rr // i // %// /r % % / ,/ / i/ ;/ it / /'' "-.-".."'f*-*-.�. $,—Zer 8" ,2" C' / i //�� /�� / % �/ / /�/�/ /� / /" F.V. F.V. i / i / / / i ,__,, --77- _., ____ _ ___._. _ 7 ____..�_ _ ._.._. ___.___ _� _ _.�_.�__ _. _____ ..._ _ __. TYPE W 2 7 TYPE W29 TYPE W18 TYPE W 28 NEW CAR DELIVERY / TYPE W30 OFFICE i i /OFFICE r / i i / KEY NOTES 1/4" THICK CLEAR GLAZING, TEMPERED AS REVID BY CODE. FRAMING // / i i� i ' /'%' '� SYSTEM SHALL BE KAWNEER SERIES TRIFAB 400 WITH CLEAR ANODIZED .__..__..__- --_ ALUMINUM FINISH. r / r /`- 7 I DOOR AS SCHEDULED,. TY IN F W // //' ,, / / / ; " %' / 17 -8 5/16 _ /' ' 1 /�"' THICK, CLEAR BUTT GLAZED GLASS PANELS TEMPERED AS �� _. _ /,/ 3 REQ D / - - __.__T___________.w��J ___._..� _....___ =:. _ _ art / cry I � -- --.__ ._._._ _.._ _ �----__-------_. _ ___.._.._._._____ . __-__.___._ _.. _�__.._ ____ _��__.�___..._..,_._ _._..__ .__ ..._.,..__..o_._ ., ., __�_ _..._—__�_.._. r ---.. _..,__ ._. _ ._... / i' � SYSTEM A RECEIVE CLEAR ANODIZED ALUMINUM —__,___., .____-- _ :�---� ___:..__ _ ._--______.______.. T-_ - _---__.__._7 / / T �' / / , E. FRAMING .�Y STEM SH LL ECE ' / 6�t..1 i' �i / i' / / / / `� w'' i / /'" /' //" ' % �� 4 3/8" THICK CLEAR BLAZING, TEMPERED A'" Q N ( i'I I RE 'D BY CODE, FRAMING / / -/ /i i / % 3 SYSTEM SHALL BE KAWNEER SERIES TRI -FAB 450 WITH CLEAR _ _...- _ ANODIZED ALUMINUM FINISH. ' CURTAINWALL KAWNEER SERIES 1600 OR EQUAL WITH CLEAR ANODIZED ALUMINUM FINISH, 7,-q„ 3'-q" fi FRAME HK. CLEAR GLAZING TEMPERED AS REQUIRED BY CODE, IN H.M. l F.V. F.V. CONTRACT DATE; DOOR TO BE KAWNEER SERIES 350=1R WITH CLEAR ANODIZED ALUMINUM MAY 6, 2011 - 1 $'° TYPE W31 TYPE W32 FINISH. 62 -5 15/16 17'-8 5/16 7 / BILLING/ACCOUNTING BILLING/ACCOUNTING - $ OLDCASTLE CLEAR ELAS L 2A) PATTEFiNEd O�dJ Y, .,� _ VERALL THICKNESS 1 3 1 1 OLDCASTLE CW844 FRAMING ' NOMINAL/ $9 -9 3/8 SYSTEM, CONSISTING OFF: r-- ,,,i`� 1, OUTBOARD LITE: .�.._-^._.�,� ca) 1/4» STARPHIRE WITH CUSTOM IREDI TYPE W19 b) WHITE LINE SILKSCREEN ON # 2 SURFACE. } z W � C37 C7 FEATURE GLASS WALL (FGW) 2. 1 /2" ARGON FILLED (GRAY SILCONE) "` U H3 3. INBOARD `� LITE: /A M3 1/4" SOLARBAN 72 ON STARPHIRE ON #3 SURFACE. 4. ANTS C� w WHERE POSSIBLE ALL SEALANT USED FOR GLASS PANELS SHOULD MATCH DOW 795 GRAY OR 995 GRAY. z W :� w i., r J3 5, W ` x SETTING BLOCKS: Z ALL SETTING BLOCKS TO BE COMPATIBLE WITH SEALANT TO L 10'-1 1/4" CL / io PREVENT DISCOLORATION. /; CURTAINWALL: CW644 3"x$ 7/16" ALUMINUM 4 -SIDED STRUCTURAL 0 00_ A53 / Rr / 0 k./ SILICONE GLAZE CURTAIN WALL FULLY FABRICATED FROM THE CTi / MANUFACTURER FOR LAZING SUBCONTRACTOR INSTALLATION. r. ;/ � G / j x 0 j 5 // j/` / /�'/ /; / / ' / / / /, ,/ •,.. 1 �'� CY /' /cs a i/�/ % //i, V Z z � r //i /'� LAJryo c 00 '' 1, / ' ; fi / r // / / / / /r / / may. / z. /// / � % 100 f / i,' % / % ,/ /' // J/. ✓ `' ✓ `— �.'. �r . +.^v^ ` -^ ,. ._, J i ^ J / / J4 / , / i J3 / i / x� /% / / ,; r' CONTRACTOR OPTION: OLDCASTLE GLASS GL --2A AS SPECIFIED ON A5.3 /i / ' ` ' � ^I KEYNOTE No: $ABOVE USED IN KAWNEER CURTAINWALL 1600 el- / /' / i� / i i Ab.3 / cri ( SYSTEM 2 STRUCTURAL SILICONE GLAZED (SSG) CURTAINWALLLLJ 4 r/ / (6ju ,/ ;/ / /'' i /' �C�' / r r l \ r%' / /� r% /' i� , S5 x S3 S4 A5.3 ► 5,3 fid A5,3 A5.3 ,; /% �' / r', / �,/'; $'_8"" $'-0'" � 4'-0" 7 S7 S7 8'-4" A5.3 A5.3 GENERAL NOTES '-1 1/4' 6'-0" 2'-0" 1. (� FEATURE GLASS WALL/CURTAIN WALL/STOREFRONT MANUFACTURER SHALL PROVIDE CURTAINWALL DESIGN TO WITHSTAND 100 MPH WIND LOAD. SPECIFIC WIND LOAD REQUIREMENTS SHALL BE INTEGRAL IN THE TYPE W20 TYPE W21 TYPE W22 TYPE W23 TYPE W24 TYPE W25 TYPE W26 WINDOW FRAMING SYSTEM. REFER TO STRUCTURAL DRAWINGS FOR CLADDING WIND LOADS. INSTALL FASTENERS AND BLOCKING PER DESIGN -- ENGINEER'S REQUIREMENTS. ENGINEERED CURTAINWALL SYSTEM SERVICE DRIVE TECH BREAK ROOM PREP. MANAGER SALES SHOWROOM LOBBY VESTIBULE DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, ti ARCHITECT AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO ("ENGINEER DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN \ ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL. EXTERIOR/INTERIOR 2. FEATURE GLASS WALL,/CURTAINWALL/STOREFRONT MANUFACTURER WINDOW ELEVATIONS EXTERIOR GLAZING SHALL FIELD VERIFY ALL OPENING SIZES PRIOR TO FABRICATION, SCALE: 1/4"=l' -O" DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. F( 2011-21 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET N0. SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT A8.0 WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CL LLJ z 0 0 V) i�> z Ld ry - > 's LLJ :D Lij 9,0 7 N >0 M Cc ILr= RfLn CONTRACT DATE: MAY 6, 2011 (0 V— Lc) Z, 00 t"4- 0) 0 Z 0 Q) z ry z Li— Ld w z Z r) CL 0 0 00 L0 Z or) ui 0 0 o od Z z cL U) 0 WASTE PIPING PLAN DESIGNED B DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P1.0 et 1 .1 � "u, I /7117� SUPPLY WATER PIPING PLAN SCALE: 1/8"=1'-0'> PLUMBING PLAN LEGEND , WASTE PIPING SW VENT PIPING VENT VENT THRU ROOF VTR HOT SUPPLY WATER HW COLD SUPPLY WATER CW HOT WATER RETURN HWR INIV I CZ) ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M,U, WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD, 1 1 ) PARTIAL ENLARGED PLAN P2.0 / SCALE: 1/4" = 1'-0" 11 CW IW DN W DN I( J,2 PARTIAL ENLARGED PLAN ?,0 \P2,0 SCALE: 1/4" = V-0" �.�-_ I�_�___�, , cap �,, .���,� ._ vT x /K ..... ......... . . .. CW H W E= > 2„ CWCW DN H W (TYP) > 'x 3 ) PARTIAL ENLARGED PLA P2.0 SCALE: 1/4" = V -0)p 3/4" CW DN THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-1 1 Z 0 ui uj E-j J. >0 Lc w V ct I= RfLn CONTRACT DATE: MAY 6, 2011 Qc) r— uj Ln z 00 r� 0) 0 Z C-4 z z w 0 u- Ld UJ wz z !s m-pomm CL ck$ 0 m C.) T- US z Z , !s L0 or) 0 W r- 0 (.) 3: ci Z T Z < 0 -) CL Z; rj U) LU 0 n SUPPLY WATER PIPING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P2.0 HVAC PLAN SCALE. 1/8"=l'—O" KEY NOTES 0 INLET LOUVER SHALL BE LOW WITH BOTTOM OF LOUVER AT 8"A.F,F. DISHARGE LOUVER SHALL BE HIGH WITH A MINIMUM DISTANCE OF 10'-0" MEASURED FROM TOP OF LOW LOUVER. O BOTTOM OF DUCT OPENING SHALL BE WITHIN 12"A.F.F. OPROVIDE MATCHING BLANK OFF SECTION BETWEEN OPERABLE LINEAR AIR DEVICES, LENGTHS AS REQUIRED TO PROVIDE CONTINUOUS SLOT PATTERN. 4D PROVIDE A MINIMUM OF 4'-0" OF STRAIGHT DUCT AT TERMINAL UNIT INLET, AND 4'-0" CLEARENCE ON HEATER ACCESS SIDE PER NEC. TYP. �5 DROP DUCT DOWN AND ROUTE IN CEILING CAVITY OF BRIDGE. ( DUCTWORK TO BE INSTALLED HIGH ON WALL ON SECOND FLOOR. PARTS STORAGE TO HAVE OPEN GRATE FLOOR FOR THE DROPPING OF SUPPLY AIR TO FIRST FLOOR AND RETURN AIR RISE TO RTU, O7 PROVIDE 3—WAY SUPPLY AIR PATTERN. DO NOT DIRECT SUPPLY AIR AT THERMOSTAT. O8 MOUNT AC -1 ON WALL OF TEL/DATA ROOM. ROUTE 3/4" CONDENSATE TO MOP SINK IN JAN/CLOSET. CONNECT REFRIGERANT LINES TO CU -1 ON ROOF. r�9 PROVIDE STATIC PRESSURE SENSOR 2/3 DOWNSTREAM OF MEDIUM P & V DUCT. SEE CONTROL SEQUENCE FOR FURTHER INFORMATION. 10 LOCATE RTU ZONE THERMOSTATS WHERE SHOWN. PROVIDE REMOTE SENSING OF RETURN AIR STREAM TO EACH THERMOSTAT. 11 4"0 ALUMINUM DRYER VENT UP TO ROOF CAP WITH EF -4 IN LINE BOOSTER FAN. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11rL co z 0 cn tr ui O J C, po W � w u" >m ,V S►. Lc �w O I W� 0 .0 .o a 0 0 CONTRACT DATE: MAY 6, 2011 Q0 � � o0 ZZ z W z `� U) W Q 0 .�� CL J 48 V O Q _ Lo C� O W O • O Z � z � O WU � � J �✓ J W d' O K) HVAC PLAN DESIGNED BY: DRAWN BY: CHECKED BY: Z Q U W 0 0 - N N � O N i- - o 0 N JOB N0, 2011-21 SHEET NO. M1.0 PACKAGED ROOFTOP UNIT SCHEDULE Tag Nominal Tons (ton) Refrigerant Manufacturer Model Supply AirFlow (cfm) ESP (in.WC) TSP (in.WC) Supply Fan (hp) Supply Fan (bhp) RPM (rpm) Outdoor Air Flow (cfm) Outdoor DB ('F) EAT DB (°F) EAT WB ('F) Total (Btuh) Sensible (Btuh) LAT DB (F) LAT WB (F) ARI EER ARI SEER ARI IEER Humiditrol Outdoor DB ('F) SERVICE -PURGE Humiditrol Moist Removal (Ib/hr) Humiditrol LAT DB ("F) Humiditrol LAT WB ('F) Electric Heater (kW) Voltage System MCA (amp) System MOCP (amp) Supply Fan FLA (amp) System FLA (amp) Total Weight (Ib) Outdoor Sound Rating Notes RTU -1 12.5 R -419A, Lennox LCH150S4B 5000 0 1 8 .00 3 0,375 0.50 95.0 78.0 67.0 1 6075 104078 57.7 57.2 11. DRIVE - 11.2 BELT �� DIRECT BELT - SPEED RPM 460V 3Ph 30.0 35 7.6 30.0 1346 88 - RTU -2 50 R -410A Lennox LCH180H4B 670 0. 5 0.7C M5.00 DRYER UNIT 809 1000 95.0 77. X65.$ 182523 14022 ��7 7 56.7 12.0 14 1/2 x 14 1/2 13 5 N/A 6 x 6 14 1/2 x 14 1/2 RETURN LOCATION ROOF -SALES 6 V P 39.0 45 7.6 36.8 22$2 3 1-1$ RTU -3 7.5 R -410A ox 92H413 3000 0.75 1.05 2.00 1.38 `83$ 4 �9 .0 77.6 CFM 9250 22 56.4 12.7 12.9 7.6 65.2 59.2 22.5 460V 3Ph 39.0 4 3.4 18. 12 1-18 RTU -4 12.5 R-41 OA Lennox LCH150S46 4400 0.75 1,51 3.00 2.98 1043 1350 95.0 80.2 69,1 147433 97625 59.1 58.5 11.0 11,2 91.0 80.0 65.7 59.2 30.0 1 460V 3Ph 1 52.0 60 4.8 27,2 1288 88 1-18 RTU -5 12.5 R-41 OA Lennox LCH15OS413 5000 0.75 1.72 5.00 3.98 1123 800 95.0 80.0 67.0 146900 116051 58.0 57.4 11.0 5000 11.2 91.0 RTU -6 80.0 66.5 60.0 30.0 460V 3Ph 55.0 60 7.6 30,0 1403 88 1-18 RTU -6 4.0 R -410A Lennox LCH048S4T 1450 0.50 0.77 0.75 0.51 1016 150 95.0 76.8 65.8 48401 33513 55.0 54.5 12.5 15.0 CFM 91.0 80.0 73.3 62.0 15.0 460V 3Ph 25.0 25 1.6 9.1 741 75 1-18 RTU -7 12,5 R -410A Lennox LCH150S4B 5000 0.75 1.72 5.00 3,98 1123 500 95.0 76.7 65.7 144625 107587 56.4 56.0 11.0 11.2 91.0 TOTAL 80.0 66.5 60.0 45.0 460V 3Ph 78.0 80 7.6 30,0 1405 88 1-19 RTU -8 12.5 R-41 OA Lennox LCH150S4B 5000 0.75 1.72 5.00 3.98 1123 500 95.0 76.7 65.7 144625 107587 56.4 56.0 11.0 11.2 91.0 EXFILT. 80.0 66.5 60.0 45.0 1 460V 3Ph 78.0 80 7.6 30.0 1405 88 1-19 RTU -9 12.5 R-41 OA Lennox LCH150S4B 5000 0.75 1.72 5.00 3.98 1123 500 95.0 76.7 65.7 11446251 107587 1 56.4 56.0 11.0 500 11.2 91.0 80.0 66.5 1 60.0 45.0 460V 3Ph 78.0 80 7.6 30.0 1405 88 1-19 5000 CFM OUT NOTES: 1. BASIS OF DESIGN: LENNOX MODEL LGH 10. PROVIDE COIL GUARDS. 14. PROVIDE A FACTORY INSTALLED NON-FUSED DISCONNECT SWITCH 2. PROVIDE A PLASTIC DRAIN PAN, SLOPED TO MEET DRAINAGE REQUIREMENTS OF ASHRAE 62.1. 6. PROVIDE TWO (2) SET OF 2" MERV 8 FILTERS 3. PROVIDE VERTICAL SUPPLY AND VERTICAL RETURN. 7, PROVIDE A FACTORY INSTALLED BELT AUTO TENSIONER 11. PROVIDE FACTORY INSTALLED HUMIDITROL (HOT GAS REHEAT). LIQUID SUB -COOLING IS NOT 15, PROVIDE 14�� ROUE CURB. FOR RTU -6,7,8,9, AND 18» ROOF CURB FOR RTU -1 THRU RTU -5 4. PROVIDE RTU -2). 8. PROVIDE HINGED ACCESS PANEL ACCEPTABLE. AND RAWAL DEVICE FOR CAPACITY MODULATION. 16, PROVIDE A PHASE VOLTAGE MONITOR - FACTORY 5. PROVIDE FOIL TQACEDSINSULATIONTALLED ELECTRIC HEAT WITH SINGLE POINT POWE (EXCEPT RTU -1, I g PROVIDE FACTORY INSTALLED AND FIELD WIRED 115V CONVENIENCE OUTLET. 12. PROVIDE FIELD INSTALLED HUMIDITY SENSORS. 1 Y A�R\EXTE D_,OMPRESSOR PARTS ONLY WARRANTY, 13. PROVIDE A MOTORIZED OA DAMPER FACTORY INSTALLED 18 PROM E B CN�T '��N�1v1UNlCATfbPY �� 1g, PROVIDE A STEP DOWN COMBINATION SUPPLY/RETURN AIR DIFFUSER -FIELD MOUNTED r tXHAU5I I -AIV bU itL)ULC MARK EF -1 EF -2 EF -3 EF -4 EF -5 NOTES MANUFACTURER - GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK TITUS PAS -AA MODEL - GB -091-4 CUBE 300-20 S2 -16-417-A4 DBF4XLT +GB -081-4 HITE ACRYLIC SERVICE TOILET RMS. SERVICE -PURGE COMP. RM. CLOTHES DRYER LOCKER ROOMS 12 X 12 TYPE - CENTRIF. CENTRIF. UPBLAST PROP INLINE CENTRIF. ALUM, EXHAUST AIR CFM 500 8500 1300 '153 200 EXHAUST EXT. STATIC PRESSURE IN, H2O 0.75 0.5 0.50 0,375 0.50 AD -6 MOTOR Bhp/ hp 0.13,/ 1/4 2.02/ 2 0.30/ 1/4 83W/ 0.73A 0.06/ 1/4 OPPOSED BLADE DAMPER DRIVE - BELT BELT DIRECT DIRECT BELT - SPEED RPM 1386 665 1750 2800 1170 TITUS ML -39 SONES - 8.5 17.5 18.7 N/A 5.7 1,500 INTERLOCK - RTU -3 FUME MONITOR THERMOSTAT DRYER UNIT RTU -6 2 ELECTRICAL V/0 120/ 1/ 60 460,/ 3/ 60 120/ 1/ 60 120/ 1/ 60 120/ 1/ 60 MCA ROOF OPENING - 14 1/2 x 14 1/2 32 1/2 x 32 1/2 N/A 6 x 6 14 1/2 x 14 1/2 RETURN LOCATION ROOF -SALES ROOF -SERVICE COMP. S.WALL PREP./LAUNDRY ROOF CKER RMS. 13 NOTES 1-9 1-9 3, 4, 5, 6, 9 2, 10 1-9 LBS, NOTES 1. PROVIDE SOUND ATTENUATED ALUMINUM ROOF CURB STARTERS AND BACKDRAFT DAMPER FOR ROOF MOUNTED EXHAUST FANS. 2. EXHAUST FANS SHALL BE WIRED SUCH THAT THEY RUN CONTINUOUSLY WITH RESPECTIVE AIR HANDLING UNIT OR AS INDICATED HEREIN. 3, FOR PURPOSES OF FIRE CONTROL ALL FANS ARE TO BE INTERLOCKED WITH AIR HANDLING (UNIT INDICATED ON SCHEDULE. IF AIR HANDLING UNIT IS SHUT DOWN BY THE CONTROL SYSTEM, THE RESPECTIVE EXHAUST FANS SHALL SHUT DOWN. 4. EXHAUST FANS SHALL BE PAINTED A COLOR SELECTED BY THE ARCHITECT. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS/INFORMATION, AIK Ur -Vitt: Z:)k 1CUULC 6. PROVIDE SOLID STATE SPEED CONTROLLER MOUNTED ON EXHAUST FAN FOR ALL DIRECT DRIVE FANS. 7. SOUND INSULATE ALL EXHAUST FANS THAT HAVE A SONE LEVEL OF 10,0 OR GREATER,. 8. ALL CLASS 1, DIV. 1 ROOMS SHALL HAVE EXPLOSION PROOF EXHAUST FANS. 9, SEE DIV 16000 FOR DISCONNECTS. 10. PROVIDE 4" 0 GOOSENECK DISCHARGE 12" ABOVE ROOF. MARK TYPE MATERIAL SIZE FINISH MFR. & MODEL NO, NOTES ACCESSORIES AD -1 SUPPLY ALUM. 24 X 24 ANN& TITUS PAS -AA 1 OP OSED CBLADOE� COLLAR AD -2 RETURN ALUM, 24 x 24 HITE ACRYLIC TITUS PAR -AA 1 OPPOSED BLADE DAMPER AD -3 SUPPLY ALUM. 12 X 12 WHITE ACRYLIC TITUS PAS -AA 2 ROUND NECK COLLAR OPPOSED BLADE DAMPER AD -4 SUPPLY ALUM, SEE PLAN FOR SIZE --WRTTE- ACRYLIC TITUS 301 RS - OPPOSED BLADE DAMPER AD -5 EXHAUST ALUM. 24 x 24 ACRYLIC ITE TITUS PAR -AA 2 OPPOSED BLADE DAMPER AD -6 EXHAUST ALUM. 12 x 12ACRYLIC WHITE TITUS PAR -AA TU -2-2 OPPOSED BLADE DAMPER AD -7 RETURN ALUM. SEE PLA1q_--WRTTE-- FOR SIZE ACRYLIC TITUS 350 RL - OPPOSED BLADE DAMPER AD -8 SUPPLY ALUM. FOR SIZE ACRYLIC TITUS ML -39 17 INTEGRAL BALANCE DAMPER TU 3- DR S 16 3,0 1,500 0.04 1 00 .0 76.0 10.0 COMPRESSOR 2 1 RTU -3 CONDENSER FAN 66, 4, ,5 ,54, 19 59,55,48,43,41,3 , MCA 14 SUPPLY MAX FUSE SIZE AMPS NOTES: OUTLETS TO BE OF SIZE TO FIT 2X2 CEILING GRID 2@ WITH REQUIRED ACCESSORIES FOR HARD CEILING LUU V CK Z)kr1CUULC WITH REQUIRED ACCESSORIES FOR WALLS �4 48" AND 60" LONG, 1" SLOT, 3 SLOT, INSULATED INLET PLENUM WHERE SHOWN ON PLANS. MARK - L -1A THRU L -1D L-2 L-3 SERVICE - INTAKE OUTDOOR AIR INTAKE OUTDOOR AIR EXHAUST LOCATION - E.WALL SERVICE S.WALL COMP. RM S.WALL COMP. RM SIZE L X H (INCHES) 48" X 48" 32" X 24" 24" X 24" FREE AREA S.F. 8 2.5 2 AIRFLOW CFM 4250 1300 1300 MANUFACTURER - GREENHECK GREENHECK GREENHECK MODEL - ESK SERIES ESK SERIES ESK SERIES MATERIAL - ALUMINUM ALUMINUM ALUMINUM MAX AIR P.D. (IN H20) 0.15 0.15 0.15 NOTES: 1. COLOR BY ARCHITECT 2. ANODIZED FINISH 3. BIRD SCREEN 4, MOTORIZED DAMPERS VAKIADLC A1K VULUIvIC DuA :)k nCUULC Tag Model Size Max Primary CFM Min Primary CFM Total SPD in wq Heat/Fan CFM EAT F LAT F EH Cap kW Steps Htr Volt Phase Inlet SP in w Dis NC Dis PWL 2-7 Rad NC Rad PWL 2-7 TU -1-1 SDR 19 5,000 2,500 0.25 2500 55.0 74.3 15.0 3 460 3 1 20 72,70,72,70,69,65, 32 66,62,62,51,45,39, TU -2-1 SDR 12 1,700 850 0.02 850 55.0 75.4 5.5 2 277 1 1 15 62,62,61,58,55,52, 20 56,53;51,44,39,34, TU -2-2 SDR 14 2„000 1 0 1000 55.0 6.5 2 277 1 1 15 63,61,59,55,54,5 17 47 4 3,37 TU 3- DR S 16 3,0 1,500 0.04 1 00 .0 76.0 10.0 COMPRESSOR 2 1 RTU -3 CONDENSER FAN 66, 4, ,5 ,54, 19 59,55,48,43,41,3 , MCA 14 SUPPLY MAX FUSE SIZE AMPS 20 RETURN ELECTRIC SERVICE V/PH/HZ 120/1/60 SYSTEM SEER ARI 13 EXHAUST UNIT MCA AMPS NOTES 1. BASIS OF DESIGN IS ENVIRO-TEC. 2. FIELD MOUNTED CONTROLS PROVIDED AND INSTALLED BY CONTROLS CONTRACTOR IN FIELD 3. PROVIDE HEATER WITH AUTO RESET PRIMARY TEMPERATURE LIMIT, SECONDARY HIGH LIMITS, AIRFLOW SWITCH, 80/20 NICKEL -CHROMIUM ELEMENTS, AND FUSING PER UL AND NEC. 4, PROVIDE MANUAL RESET SECONDARY LIMIT 5. PROVIDE NON-FUSED DOOR INTERLOCKING DISCONNECT. 6. PROVIDE 3/4 -INCH FOIL FACED INSULATION. 7. PROVIDE SINGLE POINT POWER CONNECTION. 8. NOISE CRITERIA RATED IN ACCORDANCE WITH ARI STANDARD 880 AT 1.0" STATIC PRESSURE AT TERMINAL INLET, 5F'Ll I �)Yb I tivl S(,I1tUULt-UUL, I LC;7Z) AIR HANDLING UNIT DATA MARK MODEL AC -1 MAX DRIVE OUTPUT CURRENT COOLING CAPACITY -TOT. BTUH 12,000 DIMENSIONS COOLING CAPACITY-SENS. BTUH 8,500 DANFOSS SUPPLY AIR CFM 400 460/3/60 OUTSIDE AIR CFM 0 11 STATIC PRESSURE (IN. W.C.) EXT. 0.3 VLT-HVAC MOTOR H.P. 8.2 16 WATTS YES ENTERING AIR TEMPERATURE (DB/WB) DEG. F. 80 / 67 1-7 ELECTRIC HEAT KW/STEPS N/A1Q FILTER / % 1/35 IN ELECTRICAL SERVICE V/PH/HZ 120/ 1/ 60 OUT UNIT MCA AMPS 14 UNIT WEIGHT LBS. 35 MODEL NO. 6000 KWCA12AO MANUFACTURER 5000 ENVIRO-AIR SERVICE TEL/DATA CONDENSING UNIT DATA MARK CFM CU -1 REFRIGERANT R -410A EXFILT, AMBIENT TEMPERATURE DEG. F. 95 TOTAL SUCTION TEMP. DEG.F. 45 COMPRESSOR NO./RLA EA 1/9.9 RTU -3 CONDENSER FAN N0./RLA EA 1/0.8 RIA MCA 14 SUPPLY MAX FUSE SIZE AMPS 20 RETURN ELECTRIC SERVICE V/PH/HZ 120/1/60 SYSTEM SEER ARI 13 EXHAUST UNIT MCA AMPS 14 UNIT WEIGHT LBS, 120 EXFILT. MODEL N0, HS26-024 KWCA12A0 TOTAL MANUFACTURER ENVIRO-AIR 3000 NOTES: 1. NO HEAT REQUIRED - DO NOT INSTALL ELECTRIC HEATER 2. PROVIDE WITH PLASTIC NON -CORROSIVE DRAIN PANS. 3. PROVIDE ROOF EQUIPMENT RAILS & HURRICANE HOLD DOWN STRAPPING PER DETAIL.. VARIABLE FREQUENCY DRIVE SCHEDULE 1. TERMINAL UNIT IDETIFICATION EXAMPLE: TU - I - I BOX SEQUENCE No. RESPECTIVE ROOFTOP UNIT No. MARK/SERVICE MANUFACTURER MODEL HP MAX DRIVE OUTPUT CURRENT VOLTS/PH/HZ MANUAL 3 -CONTACTOR BYPASS FUSED DISCONNECT DIMENSIONS WEIGHT (LBS) NOTES VFD-1/RTU-1 DANFOSS VLT-HVAC 5.0 8.2 460/3/60 YES YES 7.6 x 8.8 x 31.7 11 1-7 VFD-2/RTU-2 DANFOSS VLT-HVAC j 5.0 8.2 460/3/60 YES YES 7.6 x 8.8 x 31,7 11 1-7 EXFILT. TOTAL 5000 CFM IN 5000 CFM N T S 1. PROVIDE DAN FOSS/GRAHAM VLT-HVAC VERTICAL CABINET CONSTANT SPEED MANUAL BYPASS WITH DRIVE/OFF/LINE/TEST SWITCH WITH FUSED DISCONNECT AND NEMA ENCLOSURE. 2. PROVIDE INTEGRATED TWO SETPOINT PID CONTROLLE, AUTOMATIC ENERGY OPTIMIZATION, AUTOMATIC MOTOR ADAPTATION, AUTOMATIC SWITCHING FREQUENCY MODULATION, DIGITAL VOLTAGE VECTOR CONTROL, AND A RUN PERMISSION CONTACT. 3. PROVIDE DRIVE IMPEDANCE FUSING AND BYPASS FUSING. 4. PROVIDE UNDERVOLTAGE PROTECTION FOR BYPASS OPERATION. 5. PROVIDE START UP SERVICE BY MANUFACTURER'S REPRESENTATIVE, 6. PROVIDE 5 YEAR PARTS AND LABOR WARRANTY. 7. PROVIDE BACNET COMMUNICATION CARD. w M MIM DHLIAM.L .7U1"II"It r\ 1 RTU - U w ca SUPPLY 5000 CFM RETURN 4150 CFM EXHAUST 850 CFM O N N EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT RTU -2 SUPPLY 6000 CFM RETURN 5000 CFM EXHAUST 1000 CFM EXFILT, TOTAL 6000 CFM IN 6000 CFM OUT RTU -3 SUPPLY 3000 CFM RETURN 2600 CFM EXHAUST 400 CFM EXFILT. TOTAL 3000 CFM IN 3000 CFM OUT RTU -4 SUPPLY 4400 CFM RETURN 3050 CFM EXHAUST 1350 CFM EXFILT. TOTAL 4400 CFM IN 4400 CFM OUT RTU -5 SUPPLY 5000 CFM RETURN 4200 CFM EXHAUST 800 CFM EXFILT, TOTAL 5000 CFM IN 5000 CFM OUT RTU -6 SUPPLY 1450 CFM RETURN 1300 CFM EXHAUST 150 CFM EXFI LT. TOTAL 1450 CFM IN 1450 CFM OUT RTU -7 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT RTU -8 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT RTU -9 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, -OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT iNRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 Z 0 Q w N W T W J LE I w 4 ,C t� �7 �L� 1. R. I:= CONTRACT DATE: MAY 6, 2011 as W U') 00 r� n., a Ce Z Q / • .� z 0 LL W z V) W ED Z Z Q Z ("1 O �+ C1 = � Q w o rn • a V o Z _ Z W � � o U_ O HVAC SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. M2.0 Z n. U w ca �n a O N N r� 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 U) z CONTRACT DATE: MAY 6, 2011 • uj cr- c) LAJ z Lu 00 r- t LL. z or- Q- w QD Z ui U) uj z LLI z C) 0 r ad 00 Lo ul ul L0 0 0 0 oc; Z z UJ LL. U) W O r -o ct CONTRACT DATE: MAY 6, 2011 • uj cr- Lc) LAJ z Lu 00 t LL. z or- CONTRACT DATE: MAY 6, 2011 SITE POWER / SYSTEMS PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. EO.1 , , I, � 1 • uj cr- Lc) z ti 00 z or- C14 w QD Z ui U) uj z LLI z C) 0 r ad 00 Lo z W L0 0 0 0 oc; Z z UJ LL. U) W O r -o SITE POWER / SYSTEMS PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. EO.1 , , I, � 1 ION BOX (TYP) VIA LCP IG #10 L-59 7 L-82 A IG ,&h IG 'X OFFICE OFFICE -Fmml 162T, CORR. ---------- -- Li 69--j CORR. ------------------------ FV NEW CAR DELIVERY MAP FMHS142 OFFICE OFFICE E IG x f*] X all L-1 Sf1OWROOM0 E1-1 E17 _j 2 KEY PAD O.H.D. ENTRY L-2 r X� WP P WP 5 H1 M 83. RM— x 1\ n I V / 171111 CE �g5 v -L--36- j 5 T-76 c)il 30 '"On - ---- 0 U) TRA%N,"\< ---- FOR�`ER ccrI. HOUSEKEEPINIp 7si- x �Iioe AMU, x CONCRETE PADW! 7; A.F.F. (TYP. OF 2 (#�01 F�Ajl ;F _x LV "x f + FUTURE S1.3 +4$� 2 X, +41ti, #10�1 1� X 0 11 11 h 123 1-1 BELL LV \mm� LI L-47 L-88 BILLING/ L-49 ACCOUNTING L-45 L-7 24 L-39 L-43 r H1-7,` (#10) L-13 MEETING'' F;P$NG �f 5��SRI X R 011� (#10) L-31 111_3 L-29 y IG BELL 71 L-3 d J- NET L-35 VINTED TELEPHONE PANEL 4'H x BDC/INITE - R 1/2" TH K. C DX. PLYWD. ir 6 E ENEj� TERED ON WALL AS SHOWN. VERIFY SIZE AND LOCATION W/ 7 L-37 _� I , L__ ___ - - - -------------- --- - DAT COMMUNICATIONS VENDOR. ... ..... . (#10) (#10) L- 5 (#10) 15 (#10) S-10 X Trash FV < --------- L�4 X cort (#10) S-15 <>< (#10) X: S-17, 9 Ix, IG +4 )< `X +45" + 4t (#10)#T_ S-23,� #Io ai S-21 Tros', x� Ct FV x. ... . .......... . Di ( cort#10) ------- 33 (#10) +4y, +11 o o: +45" /x +49'. (#10) T X 4w S-391 -4, (#10) P T GR x cid 5-37 136 1K X FV yL-6 L,1j >< Trosh x Cart (#10) IG x Im, ,; ,oe S-43 i -/ � d tai S-27 COUNI Em (#10) S-45,47 +18. log&] L-71 x H 2L 17 -WOMEN - //' M� 1 4 z (#10) (#10) S-73 H2-36 1 "70 x fll a..i E7 S ES MGR.1yry sA PORAL (#10) i. fie j 04 LE ', RE t�,C LES S-51, 0) lu L-10 -11 FILII R A.UTO CASHIER 20A S77 + 1p 21 7 - FLUSH 0 ATE HORZ Y"�7 F_ IN WALL DMZ)L T -2- RILLIMIEN jESP,%_SIBLE FO )8 581 20N IG �3 =N ORfVALVE$. O'U AUTO/S ;R P 57t VE I------ SS IP R Hl -1,3,5 L_:.:i{i0) ___-----_ S RVIC i E IfIs t - (#10) L 23 4-- S-55 R El H2-31,33,35 ) j 1-11--.. 2 H11-13,15,17 (#10) Hl -2,4,6 F E T1014 7� Z2, 4 4 (#10) LO BY VIA LCP 10) 0 -61 L_ --j_j .. .... ---'E PRE S #10 L-61 LL A C El WP ICE CE SSE bR (#10) FV POWER PLAN 0 �3k SCALE: 1/8"=`I' -O" (#10) L-18 SERVICE [1, FVI,\ MHS L1-73 MAP� FV z /\ I I (#10) L-28 C C S-2 +48" P P - ROVIDE DISCONNECTS AND STARTERS FOR ROOF WPEXHAUST FANS (STARTERS BY EQUIP, VENDOR) Ccr 13 �l WID --- -- ----- H1-32,34,36 CL LLJ H14446.$8 (#10)11 . . . ........... ><a L-38 '3 C'dtmSLA WET PREP x 152 x L1-79 1btu (#1 C- IG, WP 7��7 �,-77 -7 x . . ... .. . . x x x x r < CL S-14,16 >\ uj x W4 x > (#10) AI:), -x H1-25,27,29 S-12 to x 10111_ (#10) (#10) S-24 L-40 ------- ---- x FV x 77 x X (#10) S-18 > ])3x x (#10) x S-20,22 cL .S-33 Cp=G X WPfL C A 10) S-26 X L S DRY PREP H2.2 -91,P4 -32,34 95L� x (#10) S 30 (#10) - > o x L-42 WPLu x Lj� ;Dj lX (#10) x (#10) (#10) S-36 X S-28 L-44 x (#10) X 5. m C) ------OR. S-63,65 (#10) (#10) (#1 (#10) +1 L-72 L ­E6 L-16 GA (#16[143 L3 L14 l (#10) P (#10) (# 10 cx=:zr��k H1-32,34,36 L-22 S-69 # P, 40 11? r;, pr1i ,71 1I 12 (#10) H1-20,22,24 -7, RTU -8, j / ,A T (#10) S61 E L-24 10)LX 411�4 GR. 34 7-71 (#10) L-26 V 'x -,x -- ----- - ------- ------- --- - - _- 7- 3 0 +48" WP -H 45,47 5-1 MHS X /< WIP +1811 X S-44,46 X (#10) S-42 r EF PIZ /LAL �19?0 x R p ­j "D Y -fl[ S-7 7$5 P (#10) S-70 -.,y > sup�, 10 +6 > (#10) R (EF - 8 -7 ---------- 1 ll Do S780,82 - - - - ------ X� _Tj (#10) S-54 _54-IT 54IT m ----- -------- Ta..BE_ST.L1.BBF_D_U-P-- 4#iD - - L MIVI. (#10) THROUGH F.F. @ 6" v S-58 (1- —7 ?\ AS -60 L_ j'J 14,16,18 _z', > (#10) I rf S-87,89 HI -50)52,54 (#8) 20P S-88 208V 5 53 (#10) S-103 S-90,92 -69 IRRIGATION CONTROLLER s 91CONTAINN -------- ------ C 20A --- 45" + I R +158 (#10) /T L S-97,99 2 > _7_577 K > IVI E NS,Tlid, H S-100 LOCKERS[ X 1 4 w x TRM x II WP 0 NT f94 L-i5o X X, Y _G >/ t 10) C +18" +40" >< )S-106 j", D H1-31,33,35 \Vo,.VP, _2,��' >/ R 9 (#8) x/ X 3% VD, 233' (#8) (#s) (#8) �X' (#8) S-68 S-66 S-64 S-85 �X\ �x 3% VD, 233' BREAK R X WP IVVIC ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. FAN SCHEDULE - BIG ASS FAN MODEL NUMBER PFX16 POWERFOIL XTM 16 FT TYPE OF FAN CEILING TYPE OF FOIL POWERFUL XTM MOTOR 1.5HP VRIABLE SPEED, 460V FOIL LENGTH 63 INCHES WEIGHT 338 LBS, MAX. AIR DISPLACEMENT 162,831 CFM 0 MAX SPEED MAX. SPEED 63 RPM MAX. AMP 2.8 0 480V NOTES: A. VERIFY EXTENSION TUBE LENGTH (2'-0" FOR PFX-16 & MOUNTING BRACKET W/ MANUFACTURER PRIOR TO ORDERING. B. SUPPLY W/ POWERFOIL AIRFOILS & WINGLETS. C. SUPPLY W1 WALL MOUNTED CONTROL PAD FULLY INTEGRATED W/ THE ONBOARD CONTROL. D. SUPPLY W/ C -FACED MOTOR & HERMETICALLY SEALED GEARBOX. E. SUPPLY W/ FACTORY INSTALLATION & CORRESPONDING 10 -YEAR, NON -PRORATED PARTS WARRANTY & 1 YEAR FULL LABOR. F. CONTACT BIS ASS FANS 0 877-244-3267 FOR PRICING INFORMATION & FACTORY INSTALLATION SCOPE OF WORKS, MINIMUM FAN PLACEMENT REQUIREMENTS: 1. BOTTOM OF FAN SHOULD BE AT LEAST 10'-0" A.F.F. 2. FAN SHOULD BE AT LEAST 2'-0" AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTION, ELECTRICAL Klk,/AL Z) T IvIDULZ) LIII)JU CO ABOVE COUNTER DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 44" A.F.F. _e SIMPLEX RECEPTACLE 120V, 30 AMPERE RATING MOUNTED 48" A.F.F, (UNLESS NOTED OTHERWISE). MAP DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 18" A.F,F, At=C CEILING MOUNTED DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED FLUSH IN CEILING / SURFACE CEILING WHERE IS NOT FINISH CEILING, PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP TWO DUPLEX RECEPTACLES 120V. 20 AMPERE RATING BOX 18" A.F.F. (UNLESS NOTED OTHERWISE). C DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A,F.F. (UNLESS NOTED OTHERWISE). <C TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). I r.._ __., -.. 1 JI TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. SIMPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). H1-19,21,23 PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. WP _4 v LOW v DATA/ TELEPHONE OUTLET LIE CONTROL LIS WIRE F f ED] MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. FT] TRAPEZE MOUNTED TRANSFORMER, T (#10) S61 E L-24 10)LX 411�4 GR. 34 7-71 (#10) L-26 V 'x -,x -- ----- - ------- ------- --- - - _- 7- 3 0 +48" WP -H 45,47 5-1 MHS X /< WIP +1811 X S-44,46 X (#10) S-42 r EF PIZ /LAL �19?0 x R p ­j "D Y -fl[ S-7 7$5 P (#10) S-70 -.,y > sup�, 10 +6 > (#10) R (EF - 8 -7 ---------- 1 ll Do S780,82 - - - - ------ X� _Tj (#10) S-54 _54-IT 54IT m ----- -------- Ta..BE_ST.L1.BBF_D_U-P-- 4#iD - - L MIVI. (#10) THROUGH F.F. @ 6" v S-58 (1- —7 ?\ AS -60 L_ j'J 14,16,18 _z', > (#10) I rf S-87,89 HI -50)52,54 (#8) 20P S-88 208V 5 53 (#10) S-103 S-90,92 -69 IRRIGATION CONTROLLER s 91CONTAINN -------- ------ C 20A --- 45" + I R +158 (#10) /T L S-97,99 2 > _7_577 K > IVI E NS,Tlid, H S-100 LOCKERS[ X 1 4 w x TRM x II WP 0 NT f94 L-i5o X X, Y _G >/ t 10) C +18" +40" >< )S-106 j", D H1-31,33,35 \Vo,.VP, _2,��' >/ R 9 (#8) x/ X 3% VD, 233' (#8) (#s) (#8) �X' (#8) S-68 S-66 S-64 S-85 �X\ �x 3% VD, 233' BREAK R X WP IVVIC ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. FAN SCHEDULE - BIG ASS FAN MODEL NUMBER PFX16 POWERFOIL XTM 16 FT TYPE OF FAN CEILING TYPE OF FOIL POWERFUL XTM MOTOR 1.5HP VRIABLE SPEED, 460V FOIL LENGTH 63 INCHES WEIGHT 338 LBS, MAX. AIR DISPLACEMENT 162,831 CFM 0 MAX SPEED MAX. SPEED 63 RPM MAX. AMP 2.8 0 480V NOTES: A. VERIFY EXTENSION TUBE LENGTH (2'-0" FOR PFX-16 & MOUNTING BRACKET W/ MANUFACTURER PRIOR TO ORDERING. B. SUPPLY W/ POWERFOIL AIRFOILS & WINGLETS. C. SUPPLY W1 WALL MOUNTED CONTROL PAD FULLY INTEGRATED W/ THE ONBOARD CONTROL. D. SUPPLY W/ C -FACED MOTOR & HERMETICALLY SEALED GEARBOX. E. SUPPLY W/ FACTORY INSTALLATION & CORRESPONDING 10 -YEAR, NON -PRORATED PARTS WARRANTY & 1 YEAR FULL LABOR. F. CONTACT BIS ASS FANS 0 877-244-3267 FOR PRICING INFORMATION & FACTORY INSTALLATION SCOPE OF WORKS, MINIMUM FAN PLACEMENT REQUIREMENTS: 1. BOTTOM OF FAN SHOULD BE AT LEAST 10'-0" A.F.F. 2. FAN SHOULD BE AT LEAST 2'-0" AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTION, ELECTRICAL Klk,/AL Z) T IvIDULZ) LIII)JU CO ABOVE COUNTER DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 44" A.F.F. _e SIMPLEX RECEPTACLE 120V, 30 AMPERE RATING MOUNTED 48" A.F.F, (UNLESS NOTED OTHERWISE). MAP DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 18" A.F,F, At=C CEILING MOUNTED DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED FLUSH IN CEILING / SURFACE CEILING WHERE IS NOT FINISH CEILING, PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP TWO DUPLEX RECEPTACLES 120V. 20 AMPERE RATING BOX 18" A.F.F. (UNLESS NOTED OTHERWISE). DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A,F.F. (UNLESS NOTED OTHERWISE). IN TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). CONTROL PANEL WITH EQUIPMENT. DUPLEX RECEPTACLE 120V, 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. SIMPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). IG PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. WP PROVIDE WEATHERPROOF LOCKABLE COVER FOR THIS RECEPTACLE. v TELEPHONE OUTLET v DATA/ TELEPHONE OUTLET LIE COMBINATION MOTOR STARTER DISCONNECT, SIZE PER MOTOR FURNISHED, VERIFY PER SHOP DRAWINGS OF EQUIPMENT. LIS DISCONNECT SWITCH WITH RATING, SEE PANEL SCHEDULE VERIFY W/ EQUIPMENT NAME PLATE, MOUNT 48" A.F.F, F ELECTRICAL FRACTIONAL HORSE POWER (HP) MOTOR. SEE MECHANICAL DRAWINGS. (NUMBER INDICATES HP). ED] MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. FT] TRAPEZE MOUNTED TRANSFORMER, ci -,1-BOX TV OUTLET. OFF POWER PANEL - MOUNT 6'-6" A.F.F. TO TOP TTB TELEPHONE TERMINAL BOARD. 1/2" DEEP x 4' HIGH, WIDTH AS SHOWN. $ SINGLE POLE SWITCH, 120V. 20 AMP RATING. MH 0 48" A.F.F. $ 3 3 -WAY SWITCH, 120 V. 20 AMP RATING. MH @ 48" A.F.F, $m MOTOR RATED SWITCH 120 V (g) CEILING MTD DUAL TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE $0 WALL MTD INFRARED TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE UNDERCOUNTER HOT WATER HEATER, EQUIPMENT CONNECTION. FIELD VERIFY TYPE AND LOCATION WITH SHOP DRAWINGS. PROVIDE DISCONNECTS AS REQUIRED, TL PROVIDE 30 AMP 2 POLE TWISTLOCK MOUNTED PER DETAIL A.F.F. -1 FLOOR MOUNTED LU IN ROUND DVA WITH BRASS COVER r PLATE U — FIELD VERIFY LOCATION WITH ARCHITECT. -LIFT "CABINET OUTLET - 2 POLE 77 0 AMP 'TOG GLE _SWITCH MTD, ON SIDEWALL 0 18 A.F.F UNLE TWO DUPLEX RECEPTACLES FLbOR\MOUN-T-E�b-llq1 -OCND--'BOX WITH BRASS COVER LATE - FIELD VERIFY LOCATION WITH ARCHITECT. TV DATA/ TELEPHONE OUTLET FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. KEY NOTES — CO O E.C. TO PROVIDE CONDUIT FROM SYSTEM DEVICES FLAMMABLE MAP SHALL BE FROM MAP. MH (D PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP 0'-12" BELOW ROOF DRAWINGS PRIOR TO ROUGH -IN AND CONNECTION. STARTERS FURNISHED IN CONTROL PANEL WITH EQUIPMENT. MAKE POWER AND CONTROL CONNECTIONS TO ELECTRIC OPERATED OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. MOUNT_,.,OUTLETS HIDDEN BEHIND WATER COOLER. -E -C W/ PULL WIRE FOR TELEPHONE SERVICE. COORDINATE T,I)_,,4"; ERMINATION POINT AND INSTALLATION REQUIREMENTS WITH TELEPHONE CO. (2) 2" EC W/ PULL WIRE FOR CATV SERVICE, COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH CATV CO. EXHAUST FAN REMOTE VIA MOTOR STARTER CONTROL WITH HAND ON / OFF / AUTO SWITCH, LABEL SWITCH AS "GENERAL EXHAUST FANS" PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND ELECTRODE WITH #4/0 CU, BOND EACH TRANSFORMER TO THE GROUND BAR PER 250.30 AND EACH H PANEL TO THE GROUND BAR WITH #1/0 CU. UNDERCOUNTER HOT WATER HEATER, FUME MONITOR/ALARM Lr_k,3r_1\JL) CO CARBON MONOXIDE SENSOR FV FLAMMABLE MAP MONITOR ALARM PANEL (5'-0" A.F.F. TO TOP) INTERLOCK TO OPERATE EXHAUST FANS & MOTORIZED INTAKE DAMPERS. MH FUME MONITOR HORN STROBE ALARM (6'-0" A.F.F. TO TOP) FV 0'-12" BELOW ROOF FIN. FLOOR HONEYWELL FUME MONITOR/ALARM DEVICES LAMMABLE VAPOR CARBON MONOXIDE AND NITROGEN DIOXIDE NIONITOR�ATlD WARNING SYSTEM (1ST LEVEL ALARM - STROBE & VENT FANS - 2ND LEVEL ALARM HORN,') 3) CONTROLLER WITH NET CARD CONTROLLER WITH CONTROL RELAYS (MAP) 3) RELAY MODULE INDOOR STROBE ALARM MTD 80" AFF TO TOP (MHS) CO REMOTE SENSOR MTD. 48" +/- 12" AFF (CO) FLAMMABLE VAPOR SENSOR PER PLAN, CONNECT TO OPERATE EXHAUST FANS AT ALL ALARM LEVELS, PROVIDE TIME DELAY OFF CONTROL RELAY. CONTACT WALTER GOLDING (813) 622-7000 (wigolding0processatt.com) DEVICE MOUNTING HEIGHTS [MHS] 6'-8" A.F.F. MAP 5'-0" A.F.F. CO 4'-0" A.F.F. (+/— 12") FV 0'-12" BELOW ROOF FIN. FLOOR -NEW CAR DELIVERY TO MAP Co MHS MAP FV CONNECT TO OPEN GARAGE DOORS ON ALARM THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION ROC'S. ISSUE DATE: 9-21 —11 cr_ 0 VI D z < < < c"I N cl�4 _03 § WJ t`) T, ui to N of rV >0 L I L Lu r--- I CONTRACT DATE: MAY 6, 2011 LLJ 0 z 00 (-) LL Q) Qr. C14 Z I z LL Lu v) ui z < Z CL r 11 0 00 C) r z Z cy) 0 WO 0 c; Z Z LLj V� Z-) cL Z Li - U) 0 't LZAJ I 0 rf) POWER PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. E1.0 TO L-20 ' LIGHTING PLAN � SCALE: 1/8^=1'-U^ MEZZANINE LIGHTING PLAN ----- r^L_/ /v%aou-_x SHOWCASE LIGHTING WITH REMOVE BALLST-00ORD|NATE WITH ARCHITECT -~ SHOWCASE DETAIL INCLUDED WITH THE TYPE 8 FIXTURE IS A 72" FLEXIBLE CONDUIT FOR CONNECTION TO THE REMOTE BALLAST LOCATED ABOVE THE GRID CEILING. (D TYPE H8 -SURFACE MOUNT REMOVE BALLAST TO ADJACENT VERTICAL WALL, ^"nnimr1bm/ m/^Irm e~ 1. COORDINATE LIGHT FIXTURE HARDWARE WITH CEILING TYPE, THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY DF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN YVH0UE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 0 CIRCUIT BREAKER TYPE 120/208V 3PH 4W FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10 K 1 04 1 /P I // I LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 1 IG TO TERMINATE AT PANEL GROUND BUS MAXIMUM AMPS AMPS CONNECTED 156 MAX, MOTOR, LIGHTS 25% 6 CALL. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. SECTION 2 LOAD - ' r - AMPS AMPS DESCRIPTION ® r .. • 100==man 0 � w crr Boo m - MEW11 Uwe] k1j 1 W-21 0 �,00 0 •Mml MENIMMOINN© Z MENMEMM ' - Mla © ®01 • EmuMO1 MIN 11118 Q o �■■■�i�®aEEWE a n MO1 �■e� MUNIONESIONION No MOINMEMENUMOOM mummmm ® ` 00MM®ION�UNION � Q m ====®�M®MOI r :: �. w DEALER ®��-��■®-�® ®0 m •I i : ME ■ MEm mm---mmmm ® RIO r m ® • 01 dMMd ONE M©NOMOI-N01m === ' • ' : • • RNME 1 MEEi MOMEMSI®®' ION m• ® • _,mm NO! ■m■rum■®M1M-1OMm1 MOI MENE® mmmm r m mmmw�■o■M M®MOIMOI®Mm®—M Em OIN m 11. - '' ® m ! 0 O! EMU M ' 1OM " .. r m ` mm mmmm MENION ME■-®-�� MO1 RIO AMEN '�' MO1 EMU tea ® �1OM , , MO1 mmmmmmmi.1 ION BEE INE® OZONE � • 0 MEMEMOMImm® "m = '' • ION 0 1011ONIONION®mm©mm m " 100131 m m' m r m• �NUM m mmumoE—m.®m� © ® Mm��®M �■�mm MEN m ►" m MEM®m 0 Lm Emmm� MOSIMMOMIMEMNEO11ROMENO " m 0�' 10MMOINNIN©No®mmimm®mm 01 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10 K 1 04 1 /P I // I LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 1 IG TO TERMINATE AT PANEL GROUND BUS MAXIMUM AMPS AMPS CONNECTED 156 MAX, MOTOR, LIGHTS 25% 6 CALL. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC10K 1 10 1 it 1 0 1 au I )a L 4o 1 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS MAXIMUM AMPS AMPS CONNECTED 68 MAX. MOTOR 25% 4 CALL, LOAD 72 KAEL: S SECTION 2 •'rAMPSr 120/208V 3PH 4W AMPS ® r .. • 000�■■a■ 0 � w crr Boo ; •Mml O Z Mla © ®01 • EmuMO1 M�®', Q o �■■■�i�®aEEWE MO1 �■e� MUNIONESIONION ® ` 00MM®ION�UNION � Q m ====®�M®MOI ®0 m MO1 ME ■ MEm mm---mmmm ENEMEMIONION MMO11OMMO1 ONE === ' • ® ®E®��©EN�_ ION mmmmmmum®ti3il mmmm M®MOIMOI®Mm®—M 4 E '' ' m ® ©�®�-©M■�-NE��I ` ®� mmmm ME■-®-�� AMEN '�' MO1 EMU tea ® .• , , m mei ION BEE INE® � • 0 "m = muNMEm ION 0 1011ONIONION®mm©mm m " 100131 m m' m r m• �NUM m mmumoE—m.®m� © Mm��®M r DRY m ►" m ©Mri�NNIM Emmm� " m 0�' 10MMOINNIN©No®mmimm®mm m ® MO11OMMm1m=■M0���0 ' • r m FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC10K 1 10 1 it 1 0 1 au I )a L 4o 1 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS MAXIMUM AMPS AMPS CONNECTED 68 MAX. MOTOR 25% 4 CALL, LOAD 72 KAEL: S SECTION 2 CIRCUIT BREAKER TYPE 120/208V 3PH 4W W 0 � w crr O Z _.. AMPS • m ' ` TOOL ����■�-� ISI �, ' • >0 - lie LOAD BALANCE A 73 AMPS AMPS CONNECTED 85 B 85 AMPS MAXIMUM AMPS MAX. 25% 4 CALC. LOAD 89 ry 0rro CL 0 Q __PANEL: L SECTION 2 CIRCUIT BREAKER 'TYPE 120/208V 3PH 4W a _ 4 DESCRIPTI LOAD AMPS LOAD AMPS - -------- Em 106 of MAP SVC1 BAY mmmUlm-14mmmmu cog - so (R) IG OFFICES7jM MOMINNOINENE MOON MEN mm mmm MM0umMO1 Em Em MO1 ME aMMOM 0 IONEEMMUMMMOMMOINE �). 6 6r 1 42 30 33 FEED FROM SECTION 1 250A MOUNTING SURFACE 250A AIC 10K LOAD ANCE A 62 AMPS B 58 AMPS C 59 AMPS MAXIMUM AMPS AMPS CONNECTED 62 MAX, MOTOR, LIGHTS 25% 4 CALL. LOAD 66 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 1 /` (L) `LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL ■ LOAD_--• • ° DESCRI TION d • `•l���—®��0��0�` + • r (L) SERVICE • m®EMMIN mom m■NowMEN EMERd • • • ry D ME ENE NO! r • • ` n (L) SALESmd���MEN MEMO! r m ®—�WOEM®®�MS� MMESIMEME i M SHOP WALL ORE mm ME m ! mm�aE�w■mM■dm mi ® MEN MEN MOMEMEM ��E■����� ® mi' =MENEM==ice r• Q� mm��M■Nu■®��® ■m m ■ m mm MEN UMMO ■ INOMRIO NO! MMUoo1OMMMME1OE � m ® m��■�■ENra��m� �• m ER MENEEm ©�s■�i iceMME N IONmm m ® . r ! N®Em®��r' ' m ��- �NNE®�-�- ■rii m �-E� �NUM��MENI m �����EmuM��1 ■ ■�mmMO1 ME MO1 m 131 ���r1OM BE ��� 14U 1 4U I 401 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C' MINIMUM (AFC - 23KA) r� LOAD - AMPS LOAD AMPS DESCRIPTION- —BEN DESCRIPTION MINE SITE LICH TING MMM I ITE LIGHTING mm MEMEN MOMMIONION m. m NO! mm NoMO! MEN 0 ION NO! u 1OM mm In NO! NO! a ON EMOMOMMOI LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 ( CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) :LIGHTING AMPS ; 1.25 NETWORK LIGHTING CONTROL PANEL L_ ov 1 av 1 aU I aU I taU I b U 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE -NEMA 1 SERIES RATED 35 K A/C. MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 IIRATRIrtTI"\r 11—r.�IN r— I..VI'111v/`1111L x.7\..1 ILVIJLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT' OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLd FOR SALES SUPPORT (631)271-2526 (flopiccolo1-1 0junalightinl�graup.cam) 7 BASE BID FIXTURE _ ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INQ'�' SP2 1535 -39E -SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSEN(�IA ESADS-B- 2$ -0 -ND- 5G. � MUST ESSENCIA 6" S0. DOWNLIGHT, REGE�SED SPOT 3,Oa(7K SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC � 39W RAR 30 6" DOWN LIGHT B �i ESSENCIA ESADR-- 28-G--ND-52 MUST ESSENCIA 6" DOWNLIGHT, B JUNG SP2 109. -39E -CS -WH 45 277 FLOOD 4,10aK CLG. RECESSED W/ ROUND TRIM ALT SSGCWF 12q -525-43k; 52 VERIFY' RECESSED 28 LED's, MEDIUM OPTIC C JUNG SP1 4$50-01 45 277 39W RAR 30 SURFACE CLG. MTD. CAC�OPY GREELRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OgOK TRACK HEAD TRACK HEAD `, ALT' 10L--30K-12D-GU24 TRACK PAR3$ LED LAMP 2-54W T5 HO G - JUNO SP1 4321-01 10$ 277 3,OaaK CLG. RECESSED WALL WASH � N0 LED ALTERNATIVE CURENTL AVAILABLE D1 JUNO SP1 4321-01 � 54 277 1-54W T5 HO CLG. RECESSED WALL WASH f" H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,1ggK CLG, SURFACE MTD. REMOTE ELECTRONIC /` NO LED ALTERNATIVE CURENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH $" MH DOWN LIGHT �J ESA-ADR-$-28-C-MD-• � ESSENCIA 8" DOWNLIGHT, 4,1aaK W/ ROUND TRIM CLG. RECESSED (ALT ESSENCIA SS� 52 RECESSEDGCWF-12q-525-43K 28 LED's, MEDIUM OPTIC _ K INDY SP1 4327-01 115 277 (4) 28W T.5 FLOURESCENT 1x8 ,� GREE TRUEWHITE TECHNOLOGY_ 4,10QK CLG. RECESSED W/ MWA DIFFUSER ALT CREE CR14-22L-40K-s 22 1'x4' ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 3$ CLG. RECESSED MH SPREAD LENS N ESA-ADR-8-2$-C-LWW � RECESSED ESSENCIA 8" DOWNLIGHT, 28 , - - - FLOOD 3,OagK WALL WASH � ALT ESSENCIA SSGCWF-'120-525-30K 52 WALL WASH LED's„ LENSED WALLWASH OPTIC --- P JUNG SP1 $794-01-$ 120 277 ,;> OaOK (4) 32W !SURFACECLG BOX FLUORESCENT STRIP NO .LED ALTERNATIVE CURENTL AVAILABLE � (2) 40w BIA;;� - 2'x2' FLOURESCENT .- C? JUNO SP1 4332-01 80 277 CLG. RECESSED CLG, � CREE TRUEWHITE TECHNOLOGY 3,000K DIRE( �T/INDIRECT ALTQ CREE CR22-20L-35K-S 22 _ RECESSED 2x2 ARCH, TROFFER R JUNG SP2 1796--32-05-WH 23 277 32W 4 PIN 3,a00K CLG. RECESSED COMPACT FLUOR / R CREE LR6-DR1aa0-GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY, ESCENT ELECTRONIC � ALT W,/RC6 DOWNLIGHT 6°' DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE � DISPLAY CASE -- I PER PLAN NO LED ALTERNATT ECU RENTL AVAILABLE T2^ JUNO SP2 1722 -05 -54 -W -LT° 12 277 10 W E 1 PENDANT 15' A.F.F. 12 CYLINDER rn T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" C'YL, DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT � �.�...�7 ALT IJ -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC -�'-✓ `��`�""�`'� UR EX� JUNO NXESB(PLANS)GAA WALL SUR ACE �CE EDGELIT 5 � 277 WITH UNIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -LS -WH 46 277 (,2) 32W PLT COMPACT FLOURESCENT U LR6-DR1000-GU24 RECESSED CREE TRUEWHITE TECHNOLOGY, 3,aa0K CLG. RECESSED 6-7/8" DOWN LIGHT ALT CREE W/RC6 12.5. DOWNLIGHT 6" DEEP RECESS DOWNLIGHT�` ALL THREADED V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 ROD PENDANT TO MEZ STRIP FLOURESCENT � .�,oaoK TBD A F F. V4 JUNO SP1 4450-a1-4 3O 277 w/ WIRE GUARD (4 NO LED ALTERNATIVE CURENTL AVAILABLE (1) 32w T$ PENDANT TO MEZ STRIP FLOURESCENT NO LED ALTERNATIVE CU ,gaaK w/ WIRE GUARD F.RENTLY AVAILABLE . , W4 ACC;ULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH HO 3,00aK PENDANT 12' A.F.F. BAY � NO LED ALTERNATT ECU RENTL AVAILABLE X PINNACLE P-1T5H0-4-WH-277-GG-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASS"Y'METRI ADJ I _ (PH WHERE. NO WALL) 9'-6" AFF, FIELD AIM Y ACCULITE � WP 432 EWF RS277 EIB, 120 277 (4) 32W T8 PENDANT 10 A.F.F. 8' LONG TANDEM WP -- - �> P -ALB -P, P -LC -SS 3,g0aK FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W u CLG. RECESSED 2x2' 3,aa0K TROFFER NO LED ALTERNATIVE CURENTL AVAILABLE y FF2 JUNG �it - 98-10 E 115 277 FLOC)[) 4,1OgK CLG. RECESSED LOW BAY GG NOT USED - - - HH12 PINNACLE P-81299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORFLUORESCENTCLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00$99-1 B LF 277 (4) 54W T5 / $ LF SURFACE ON TOP OF $' CONT. FLUORESCENT _ CLG. WALL WASH, SEE PLAN YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS — - - BALLASTED BALLASTED AFF CYLINDER EM JUNG N2WH _ 277 WITH UNIT WALL SURFACE\ $° PdAVILITE — MIN AFF THERMOPLASTIC I' PANEL: H1LOAD - AMPS LOAD --- AMPSDESCRIPTION D DESCRIPTIONmm mmunall IN MOIMME Em NO!MOIMENIOM= MOMME MO1 mm10000010MIONENE IONMOIRMKW HT 1OM 0MOEN mm1OM MO11OM ME MO1M 1OM ENE ION MO11OM MOINO! Em MOImm ME EM m M TU2-15.5KWME MO1 ME mm0 RIO MO1 am WHOM CIRCUIT BREAKER TYPE 480 3PH 4W FEED FROM TRANSFORMER 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE All: 35K FULLY RATED SPD SF CB MOUNT ei L GVJ 1 GVJ ( GC1J ^1 GG'F I ;LL/ 7 LOAD LANCE A 492 AM-Ps- B, MPSB 490 AMPS C 508 AMPS rrr... MAXIMUM AMPS AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALL, LOAD 515 TOTAL CALCULATED LOAD 428 KVA. ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 cO " W 0 � w crr O Z LOAD BALANCE A 73 AMPS AMPS CONNECTED 85 B 85 AMPS MAXIMUM AMPS MAX. 25% 4 CALC. LOAD 89 ry 0rro CL 0 Q __PANEL: L SECTION 2 CIRCUIT BREAKER 'TYPE 120/208V 3PH 4W a _ 4 DESCRIPTI LOAD AMPS LOAD AMPS - -------- Em 106 of MAP SVC1 BAY mmmUlm-14mmmmu cog - so (R) IG OFFICES7jM MOMINNOINENE MOON MEN mm mmm MM0umMO1 Em Em MO1 ME aMMOM 0 IONEEMMUMMMOMMOINE �). 6 6r 1 42 30 33 FEED FROM SECTION 1 250A MOUNTING SURFACE 250A AIC 10K LOAD ANCE A 62 AMPS B 58 AMPS C 59 AMPS MAXIMUM AMPS AMPS CONNECTED 62 MAX, MOTOR, LIGHTS 25% 4 CALL. LOAD 66 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 1 /` (L) `LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL ■ LOAD_--• • ° DESCRI TION d • `•l���—®��0��0�` + • r (L) SERVICE • m®EMMIN mom m■NowMEN EMERd • • • ry D ME ENE NO! r • • ` n (L) SALESmd���MEN MEMO! r m ®—�WOEM®®�MS� MMESIMEME i M SHOP WALL ORE mm ME m ! mm�aE�w■mM■dm mi ® MEN MEN MOMEMEM ��E■����� ® mi' =MENEM==ice r• Q� mm��M■Nu■®��® ■m m ■ m mm MEN UMMO ■ INOMRIO NO! MMUoo1OMMMME1OE � m ® m��■�■ENra��m� �• m ER MENEEm ©�s■�i iceMME N IONmm m ® . r ! N®Em®��r' ' m ��- �NNE®�-�- ■rii m �-E� �NUM��MENI m �����EmuM��1 ■ ■�mmMO1 ME MO1 m 131 ���r1OM BE ��� 14U 1 4U I 401 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C' MINIMUM (AFC - 23KA) r� LOAD - AMPS LOAD AMPS DESCRIPTION- —BEN DESCRIPTION MINE SITE LICH TING MMM I ITE LIGHTING mm MEMEN MOMMIONION m. m NO! mm NoMO! MEN 0 ION NO! u 1OM mm In NO! NO! a ON EMOMOMMOI LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 ( CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) :LIGHTING AMPS ; 1.25 NETWORK LIGHTING CONTROL PANEL L_ ov 1 av 1 aU I aU I taU I b U 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE -NEMA 1 SERIES RATED 35 K A/C. MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 IIRATRIrtTI"\r 11—r.�IN r— I..VI'111v/`1111L x.7\..1 ILVIJLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT' OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLd FOR SALES SUPPORT (631)271-2526 (flopiccolo1-1 0junalightinl�graup.cam) 7 BASE BID FIXTURE _ ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INQ'�' SP2 1535 -39E -SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSEN(�IA ESADS-B- 2$ -0 -ND- 5G. � MUST ESSENCIA 6" S0. DOWNLIGHT, REGE�SED SPOT 3,Oa(7K SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC � 39W RAR 30 6" DOWN LIGHT B �i ESSENCIA ESADR-- 28-G--ND-52 MUST ESSENCIA 6" DOWNLIGHT, B JUNG SP2 109. -39E -CS -WH 45 277 FLOOD 4,10aK CLG. RECESSED W/ ROUND TRIM ALT SSGCWF 12q -525-43k; 52 VERIFY' RECESSED 28 LED's, MEDIUM OPTIC C JUNG SP1 4$50-01 45 277 39W RAR 30 SURFACE CLG. MTD. CAC�OPY GREELRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OgOK TRACK HEAD TRACK HEAD `, ALT' 10L--30K-12D-GU24 TRACK PAR3$ LED LAMP 2-54W T5 HO G - JUNO SP1 4321-01 10$ 277 3,OaaK CLG. RECESSED WALL WASH � N0 LED ALTERNATIVE CURENTL AVAILABLE D1 JUNO SP1 4321-01 � 54 277 1-54W T5 HO CLG. RECESSED WALL WASH f" H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,1ggK CLG, SURFACE MTD. REMOTE ELECTRONIC /` NO LED ALTERNATIVE CURENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH $" MH DOWN LIGHT �J ESA-ADR-$-28-C-MD-• � ESSENCIA 8" DOWNLIGHT, 4,1aaK W/ ROUND TRIM CLG. RECESSED (ALT ESSENCIA SS� 52 RECESSEDGCWF-12q-525-43K 28 LED's, MEDIUM OPTIC _ K INDY SP1 4327-01 115 277 (4) 28W T.5 FLOURESCENT 1x8 ,� GREE TRUEWHITE TECHNOLOGY_ 4,10QK CLG. RECESSED W/ MWA DIFFUSER ALT CREE CR14-22L-40K-s 22 1'x4' ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 3$ CLG. RECESSED MH SPREAD LENS N ESA-ADR-8-2$-C-LWW � RECESSED ESSENCIA 8" DOWNLIGHT, 28 , - - - FLOOD 3,OagK WALL WASH � ALT ESSENCIA SSGCWF-'120-525-30K 52 WALL WASH LED's„ LENSED WALLWASH OPTIC --- P JUNG SP1 $794-01-$ 120 277 ,;> OaOK (4) 32W !SURFACECLG BOX FLUORESCENT STRIP NO .LED ALTERNATIVE CURENTL AVAILABLE � (2) 40w BIA;;� - 2'x2' FLOURESCENT .- C? JUNO SP1 4332-01 80 277 CLG. RECESSED CLG, � CREE TRUEWHITE TECHNOLOGY 3,000K DIRE( �T/INDIRECT ALTQ CREE CR22-20L-35K-S 22 _ RECESSED 2x2 ARCH, TROFFER R JUNG SP2 1796--32-05-WH 23 277 32W 4 PIN 3,a00K CLG. RECESSED COMPACT FLUOR / R CREE LR6-DR1aa0-GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY, ESCENT ELECTRONIC � ALT W,/RC6 DOWNLIGHT 6°' DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE � DISPLAY CASE -- I PER PLAN NO LED ALTERNATT ECU RENTL AVAILABLE T2^ JUNO SP2 1722 -05 -54 -W -LT° 12 277 10 W E 1 PENDANT 15' A.F.F. 12 CYLINDER rn T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" C'YL, DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT � �.�...�7 ALT IJ -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC -�'-✓ `��`�""�`'� UR EX� JUNO NXESB(PLANS)GAA WALL SUR ACE �CE EDGELIT 5 � 277 WITH UNIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -LS -WH 46 277 (,2) 32W PLT COMPACT FLOURESCENT U LR6-DR1000-GU24 RECESSED CREE TRUEWHITE TECHNOLOGY, 3,aa0K CLG. RECESSED 6-7/8" DOWN LIGHT ALT CREE W/RC6 12.5. DOWNLIGHT 6" DEEP RECESS DOWNLIGHT�` ALL THREADED V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 ROD PENDANT TO MEZ STRIP FLOURESCENT � .�,oaoK TBD A F F. V4 JUNO SP1 4450-a1-4 3O 277 w/ WIRE GUARD (4 NO LED ALTERNATIVE CURENTL AVAILABLE (1) 32w T$ PENDANT TO MEZ STRIP FLOURESCENT NO LED ALTERNATIVE CU ,gaaK w/ WIRE GUARD F.RENTLY AVAILABLE . , W4 ACC;ULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH HO 3,00aK PENDANT 12' A.F.F. BAY � NO LED ALTERNATT ECU RENTL AVAILABLE X PINNACLE P-1T5H0-4-WH-277-GG-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASS"Y'METRI ADJ I _ (PH WHERE. NO WALL) 9'-6" AFF, FIELD AIM Y ACCULITE � WP 432 EWF RS277 EIB, 120 277 (4) 32W T8 PENDANT 10 A.F.F. 8' LONG TANDEM WP -- - �> P -ALB -P, P -LC -SS 3,g0aK FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W u CLG. RECESSED 2x2' 3,aa0K TROFFER NO LED ALTERNATIVE CURENTL AVAILABLE y FF2 JUNG �it - 98-10 E 115 277 FLOC)[) 4,1OgK CLG. RECESSED LOW BAY GG NOT USED - - - HH12 PINNACLE P-81299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORFLUORESCENTCLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00$99-1 B LF 277 (4) 54W T5 / $ LF SURFACE ON TOP OF $' CONT. FLUORESCENT _ CLG. WALL WASH, SEE PLAN YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS — - - BALLASTED BALLASTED AFF CYLINDER EM JUNG N2WH _ 277 WITH UNIT WALL SURFACE\ $° PdAVILITE — MIN AFF THERMOPLASTIC I' PANEL: H1LOAD - AMPS LOAD --- AMPSDESCRIPTION D DESCRIPTIONmm mmunall IN MOIMME Em NO!MOIMENIOM= MOMME MO1 mm10000010MIONENE IONMOIRMKW HT 1OM 0MOEN mm1OM MO11OM ME MO1M 1OM ENE ION MO11OM MOINO! Em MOImm ME EM m M TU2-15.5KWME MO1 ME mm0 RIO MO1 am WHOM CIRCUIT BREAKER TYPE 480 3PH 4W FEED FROM TRANSFORMER 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE All: 35K FULLY RATED SPD SF CB MOUNT ei L GVJ 1 GVJ ( GC1J ^1 GG'F I ;LL/ 7 LOAD LANCE A 492 AM-Ps- B, MPSB 490 AMPS C 508 AMPS rrr... MAXIMUM AMPS AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALL, LOAD 515 TOTAL CALCULATED LOAD 428 KVA. ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 cO MAXIMUM AMPS MAX. 25% 4 CALC. LOAD 89 ry 0rro CL 0 Q __PANEL: L SECTION 2 CIRCUIT BREAKER 'TYPE 120/208V 3PH 4W a _ 4 DESCRIPTI LOAD AMPS LOAD AMPS - -------- Em 106 of MAP SVC1 BAY mmmUlm-14mmmmu cog - so (R) IG OFFICES7jM MOMINNOINENE MOON MEN mm mmm MM0umMO1 Em Em MO1 ME aMMOM 0 IONEEMMUMMMOMMOINE �). 6 6r 1 42 30 33 FEED FROM SECTION 1 250A MOUNTING SURFACE 250A AIC 10K LOAD ANCE A 62 AMPS B 58 AMPS C 59 AMPS MAXIMUM AMPS AMPS CONNECTED 62 MAX, MOTOR, LIGHTS 25% 4 CALL. LOAD 66 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 1 /` (L) `LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL ■ LOAD_--• • ° DESCRI TION d • `•l���—®��0��0�` + • r (L) SERVICE • m®EMMIN mom m■NowMEN EMERd • • • ry D ME ENE NO! r • • ` n (L) SALESmd���MEN MEMO! r m ®—�WOEM®®�MS� MMESIMEME i M SHOP WALL ORE mm ME m ! mm�aE�w■mM■dm mi ® MEN MEN MOMEMEM ��E■����� ® mi' =MENEM==ice r• Q� mm��M■Nu■®��® ■m m ■ m mm MEN UMMO ■ INOMRIO NO! MMUoo1OMMMME1OE � m ® m��■�■ENra��m� �• m ER MENEEm ©�s■�i iceMME N IONmm m ® . r ! N®Em®��r' ' m ��- �NNE®�-�- ■rii m �-E� �NUM��MENI m �����EmuM��1 ■ ■�mmMO1 ME MO1 m 131 ���r1OM BE ��� 14U 1 4U I 401 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C' MINIMUM (AFC - 23KA) r� LOAD - AMPS LOAD AMPS DESCRIPTION- —BEN DESCRIPTION MINE SITE LICH TING MMM I ITE LIGHTING mm MEMEN MOMMIONION m. m NO! mm NoMO! MEN 0 ION NO! u 1OM mm In NO! NO! a ON EMOMOMMOI LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 ( CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) :LIGHTING AMPS ; 1.25 NETWORK LIGHTING CONTROL PANEL L_ ov 1 av 1 aU I aU I taU I b U 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE -NEMA 1 SERIES RATED 35 K A/C. MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 IIRATRIrtTI"\r 11—r.�IN r— I..VI'111v/`1111L x.7\..1 ILVIJLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT' OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLd FOR SALES SUPPORT (631)271-2526 (flopiccolo1-1 0junalightinl�graup.cam) 7 BASE BID FIXTURE _ ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INQ'�' SP2 1535 -39E -SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSEN(�IA ESADS-B- 2$ -0 -ND- 5G. � MUST ESSENCIA 6" S0. DOWNLIGHT, REGE�SED SPOT 3,Oa(7K SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC � 39W RAR 30 6" DOWN LIGHT B �i ESSENCIA ESADR-- 28-G--ND-52 MUST ESSENCIA 6" DOWNLIGHT, B JUNG SP2 109. -39E -CS -WH 45 277 FLOOD 4,10aK CLG. RECESSED W/ ROUND TRIM ALT SSGCWF 12q -525-43k; 52 VERIFY' RECESSED 28 LED's, MEDIUM OPTIC C JUNG SP1 4$50-01 45 277 39W RAR 30 SURFACE CLG. MTD. CAC�OPY GREELRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OgOK TRACK HEAD TRACK HEAD `, ALT' 10L--30K-12D-GU24 TRACK PAR3$ LED LAMP 2-54W T5 HO G - JUNO SP1 4321-01 10$ 277 3,OaaK CLG. RECESSED WALL WASH � N0 LED ALTERNATIVE CURENTL AVAILABLE D1 JUNO SP1 4321-01 � 54 277 1-54W T5 HO CLG. RECESSED WALL WASH f" H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,1ggK CLG, SURFACE MTD. REMOTE ELECTRONIC /` NO LED ALTERNATIVE CURENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH $" MH DOWN LIGHT �J ESA-ADR-$-28-C-MD-• � ESSENCIA 8" DOWNLIGHT, 4,1aaK W/ ROUND TRIM CLG. RECESSED (ALT ESSENCIA SS� 52 RECESSEDGCWF-12q-525-43K 28 LED's, MEDIUM OPTIC _ K INDY SP1 4327-01 115 277 (4) 28W T.5 FLOURESCENT 1x8 ,� GREE TRUEWHITE TECHNOLOGY_ 4,10QK CLG. RECESSED W/ MWA DIFFUSER ALT CREE CR14-22L-40K-s 22 1'x4' ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 3$ CLG. RECESSED MH SPREAD LENS N ESA-ADR-8-2$-C-LWW � RECESSED ESSENCIA 8" DOWNLIGHT, 28 , - - - FLOOD 3,OagK WALL WASH � ALT ESSENCIA SSGCWF-'120-525-30K 52 WALL WASH LED's„ LENSED WALLWASH OPTIC --- P JUNG SP1 $794-01-$ 120 277 ,;> OaOK (4) 32W !SURFACECLG BOX FLUORESCENT STRIP NO .LED ALTERNATIVE CURENTL AVAILABLE � (2) 40w BIA;;� - 2'x2' FLOURESCENT .- C? JUNO SP1 4332-01 80 277 CLG. RECESSED CLG, � CREE TRUEWHITE TECHNOLOGY 3,000K DIRE( �T/INDIRECT ALTQ CREE CR22-20L-35K-S 22 _ RECESSED 2x2 ARCH, TROFFER R JUNG SP2 1796--32-05-WH 23 277 32W 4 PIN 3,a00K CLG. RECESSED COMPACT FLUOR / R CREE LR6-DR1aa0-GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY, ESCENT ELECTRONIC � ALT W,/RC6 DOWNLIGHT 6°' DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE � DISPLAY CASE -- I PER PLAN NO LED ALTERNATT ECU RENTL AVAILABLE T2^ JUNO SP2 1722 -05 -54 -W -LT° 12 277 10 W E 1 PENDANT 15' A.F.F. 12 CYLINDER rn T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" C'YL, DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT � �.�...�7 ALT IJ -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC -�'-✓ `��`�""�`'� UR EX� JUNO NXESB(PLANS)GAA WALL SUR ACE �CE EDGELIT 5 � 277 WITH UNIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -LS -WH 46 277 (,2) 32W PLT COMPACT FLOURESCENT U LR6-DR1000-GU24 RECESSED CREE TRUEWHITE TECHNOLOGY, 3,aa0K CLG. RECESSED 6-7/8" DOWN LIGHT ALT CREE W/RC6 12.5. DOWNLIGHT 6" DEEP RECESS DOWNLIGHT�` ALL THREADED V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 ROD PENDANT TO MEZ STRIP FLOURESCENT � .�,oaoK TBD A F F. V4 JUNO SP1 4450-a1-4 3O 277 w/ WIRE GUARD (4 NO LED ALTERNATIVE CURENTL AVAILABLE (1) 32w T$ PENDANT TO MEZ STRIP FLOURESCENT NO LED ALTERNATIVE CU ,gaaK w/ WIRE GUARD F.RENTLY AVAILABLE . , W4 ACC;ULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH HO 3,00aK PENDANT 12' A.F.F. BAY � NO LED ALTERNATT ECU RENTL AVAILABLE X PINNACLE P-1T5H0-4-WH-277-GG-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASS"Y'METRI ADJ I _ (PH WHERE. NO WALL) 9'-6" AFF, FIELD AIM Y ACCULITE � WP 432 EWF RS277 EIB, 120 277 (4) 32W T8 PENDANT 10 A.F.F. 8' LONG TANDEM WP -- - �> P -ALB -P, P -LC -SS 3,g0aK FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W u CLG. RECESSED 2x2' 3,aa0K TROFFER NO LED ALTERNATIVE CURENTL AVAILABLE y FF2 JUNG �it - 98-10 E 115 277 FLOC)[) 4,1OgK CLG. RECESSED LOW BAY GG NOT USED - - - HH12 PINNACLE P-81299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORFLUORESCENTCLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00$99-1 B LF 277 (4) 54W T5 / $ LF SURFACE ON TOP OF $' CONT. FLUORESCENT _ CLG. WALL WASH, SEE PLAN YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS — - - BALLASTED BALLASTED AFF CYLINDER EM JUNG N2WH _ 277 WITH UNIT WALL SURFACE\ $° PdAVILITE — MIN AFF THERMOPLASTIC I' PANEL: H1LOAD - AMPS LOAD --- AMPSDESCRIPTION D DESCRIPTIONmm mmunall IN MOIMME Em NO!MOIMENIOM= MOMME MO1 mm10000010MIONENE IONMOIRMKW HT 1OM 0MOEN mm1OM MO11OM ME MO1M 1OM ENE ION MO11OM MOINO! Em MOImm ME EM m M TU2-15.5KWME MO1 ME mm0 RIO MO1 am WHOM CIRCUIT BREAKER TYPE 480 3PH 4W FEED FROM TRANSFORMER 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE All: 35K FULLY RATED SPD SF CB MOUNT ei L GVJ 1 GVJ ( GC1J ^1 GG'F I ;LL/ 7 LOAD LANCE A 492 AM-Ps- B, MPSB 490 AMPS C 508 AMPS rrr... MAXIMUM AMPS AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALL, LOAD 515 TOTAL CALCULATED LOAD 428 KVA. ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 cO Q __PANEL: L SECTION 2 CIRCUIT BREAKER 'TYPE 120/208V 3PH 4W a _ 4 DESCRIPTI LOAD AMPS LOAD AMPS - -------- Em 106 of MAP SVC1 BAY mmmUlm-14mmmmu cog - so (R) IG OFFICES7jM MOMINNOINENE MOON MEN mm mmm MM0umMO1 Em Em MO1 ME aMMOM 0 IONEEMMUMMMOMMOINE �). 6 6r 1 42 30 33 FEED FROM SECTION 1 250A MOUNTING SURFACE 250A AIC 10K LOAD ANCE A 62 AMPS B 58 AMPS C 59 AMPS MAXIMUM AMPS AMPS CONNECTED 62 MAX, MOTOR, LIGHTS 25% 4 CALL. LOAD 66 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 1 /` (L) `LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL ■ LOAD_--• • ° DESCRI TION d • `•l���—®��0��0�` + • r (L) SERVICE • m®EMMIN mom m■NowMEN EMERd • • • ry D ME ENE NO! r • • ` n (L) SALESmd���MEN MEMO! r m ®—�WOEM®®�MS� MMESIMEME i M SHOP WALL ORE mm ME m ! mm�aE�w■mM■dm mi ® MEN MEN MOMEMEM ��E■����� ® mi' =MENEM==ice r• Q� mm��M■Nu■®��® ■m m ■ m mm MEN UMMO ■ INOMRIO NO! MMUoo1OMMMME1OE � m ® m��■�■ENra��m� �• m ER MENEEm ©�s■�i iceMME N IONmm m ® . r ! N®Em®��r' ' m ��- �NNE®�-�- ■rii m �-E� �NUM��MENI m �����EmuM��1 ■ ■�mmMO1 ME MO1 m 131 ���r1OM BE ��� 14U 1 4U I 401 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C' MINIMUM (AFC - 23KA) r� LOAD - AMPS LOAD AMPS DESCRIPTION- —BEN DESCRIPTION MINE SITE LICH TING MMM I ITE LIGHTING mm MEMEN MOMMIONION m. m NO! mm NoMO! MEN 0 ION NO! u 1OM mm In NO! NO! a ON EMOMOMMOI LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 ( CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) :LIGHTING AMPS ; 1.25 NETWORK LIGHTING CONTROL PANEL L_ ov 1 av 1 aU I aU I taU I b U 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE -NEMA 1 SERIES RATED 35 K A/C. MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 IIRATRIrtTI"\r 11—r.�IN r— I..VI'111v/`1111L x.7\..1 ILVIJLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT' OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLd FOR SALES SUPPORT (631)271-2526 (flopiccolo1-1 0junalightinl�graup.cam) 7 BASE BID FIXTURE _ ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INQ'�' SP2 1535 -39E -SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSEN(�IA ESADS-B- 2$ -0 -ND- 5G. � MUST ESSENCIA 6" S0. DOWNLIGHT, REGE�SED SPOT 3,Oa(7K SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC � 39W RAR 30 6" DOWN LIGHT B �i ESSENCIA ESADR-- 28-G--ND-52 MUST ESSENCIA 6" DOWNLIGHT, B JUNG SP2 109. -39E -CS -WH 45 277 FLOOD 4,10aK CLG. RECESSED W/ ROUND TRIM ALT SSGCWF 12q -525-43k; 52 VERIFY' RECESSED 28 LED's, MEDIUM OPTIC C JUNG SP1 4$50-01 45 277 39W RAR 30 SURFACE CLG. MTD. CAC�OPY GREELRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OgOK TRACK HEAD TRACK HEAD `, ALT' 10L--30K-12D-GU24 TRACK PAR3$ LED LAMP 2-54W T5 HO G - JUNO SP1 4321-01 10$ 277 3,OaaK CLG. RECESSED WALL WASH � N0 LED ALTERNATIVE CURENTL AVAILABLE D1 JUNO SP1 4321-01 � 54 277 1-54W T5 HO CLG. RECESSED WALL WASH f" H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,1ggK CLG, SURFACE MTD. REMOTE ELECTRONIC /` NO LED ALTERNATIVE CURENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH $" MH DOWN LIGHT �J ESA-ADR-$-28-C-MD-• � ESSENCIA 8" DOWNLIGHT, 4,1aaK W/ ROUND TRIM CLG. RECESSED (ALT ESSENCIA SS� 52 RECESSEDGCWF-12q-525-43K 28 LED's, MEDIUM OPTIC _ K INDY SP1 4327-01 115 277 (4) 28W T.5 FLOURESCENT 1x8 ,� GREE TRUEWHITE TECHNOLOGY_ 4,10QK CLG. RECESSED W/ MWA DIFFUSER ALT CREE CR14-22L-40K-s 22 1'x4' ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 3$ CLG. RECESSED MH SPREAD LENS N ESA-ADR-8-2$-C-LWW � RECESSED ESSENCIA 8" DOWNLIGHT, 28 , - - - FLOOD 3,OagK WALL WASH � ALT ESSENCIA SSGCWF-'120-525-30K 52 WALL WASH LED's„ LENSED WALLWASH OPTIC --- P JUNG SP1 $794-01-$ 120 277 ,;> OaOK (4) 32W !SURFACECLG BOX FLUORESCENT STRIP NO .LED ALTERNATIVE CURENTL AVAILABLE � (2) 40w BIA;;� - 2'x2' FLOURESCENT .- C? JUNO SP1 4332-01 80 277 CLG. RECESSED CLG, � CREE TRUEWHITE TECHNOLOGY 3,000K DIRE( �T/INDIRECT ALTQ CREE CR22-20L-35K-S 22 _ RECESSED 2x2 ARCH, TROFFER R JUNG SP2 1796--32-05-WH 23 277 32W 4 PIN 3,a00K CLG. RECESSED COMPACT FLUOR / R CREE LR6-DR1aa0-GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY, ESCENT ELECTRONIC � ALT W,/RC6 DOWNLIGHT 6°' DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE � DISPLAY CASE -- I PER PLAN NO LED ALTERNATT ECU RENTL AVAILABLE T2^ JUNO SP2 1722 -05 -54 -W -LT° 12 277 10 W E 1 PENDANT 15' A.F.F. 12 CYLINDER rn T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" C'YL, DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT � �.�...�7 ALT IJ -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC -�'-✓ `��`�""�`'� UR EX� JUNO NXESB(PLANS)GAA WALL SUR ACE �CE EDGELIT 5 � 277 WITH UNIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -LS -WH 46 277 (,2) 32W PLT COMPACT FLOURESCENT U LR6-DR1000-GU24 RECESSED CREE TRUEWHITE TECHNOLOGY, 3,aa0K CLG. RECESSED 6-7/8" DOWN LIGHT ALT CREE W/RC6 12.5. DOWNLIGHT 6" DEEP RECESS DOWNLIGHT�` ALL THREADED V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 ROD PENDANT TO MEZ STRIP FLOURESCENT � .�,oaoK TBD A F F. V4 JUNO SP1 4450-a1-4 3O 277 w/ WIRE GUARD (4 NO LED ALTERNATIVE CURENTL AVAILABLE (1) 32w T$ PENDANT TO MEZ STRIP FLOURESCENT NO LED ALTERNATIVE CU ,gaaK w/ WIRE GUARD F.RENTLY AVAILABLE . , W4 ACC;ULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH HO 3,00aK PENDANT 12' A.F.F. BAY � NO LED ALTERNATT ECU RENTL AVAILABLE X PINNACLE P-1T5H0-4-WH-277-GG-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASS"Y'METRI ADJ I _ (PH WHERE. NO WALL) 9'-6" AFF, FIELD AIM Y ACCULITE � WP 432 EWF RS277 EIB, 120 277 (4) 32W T8 PENDANT 10 A.F.F. 8' LONG TANDEM WP -- - �> P -ALB -P, P -LC -SS 3,g0aK FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W u CLG. RECESSED 2x2' 3,aa0K TROFFER NO LED ALTERNATIVE CURENTL AVAILABLE y FF2 JUNG �it - 98-10 E 115 277 FLOC)[) 4,1OgK CLG. RECESSED LOW BAY GG NOT USED - - - HH12 PINNACLE P-81299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORFLUORESCENTCLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00$99-1 B LF 277 (4) 54W T5 / $ LF SURFACE ON TOP OF $' CONT. FLUORESCENT _ CLG. WALL WASH, SEE PLAN YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS — - - BALLASTED BALLASTED AFF CYLINDER EM JUNG N2WH _ 277 WITH UNIT WALL SURFACE\ $° PdAVILITE — MIN AFF THERMOPLASTIC I' PANEL: H1LOAD - AMPS LOAD --- AMPSDESCRIPTION D DESCRIPTIONmm mmunall IN MOIMME Em NO!MOIMENIOM= MOMME MO1 mm10000010MIONENE IONMOIRMKW HT 1OM 0MOEN mm1OM MO11OM ME MO1M 1OM ENE ION MO11OM MOINO! Em MOImm ME EM m M TU2-15.5KWME MO1 ME mm0 RIO MO1 am WHOM CIRCUIT BREAKER TYPE 480 3PH 4W FEED FROM TRANSFORMER 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE All: 35K FULLY RATED SPD SF CB MOUNT ei L GVJ 1 GVJ ( GC1J ^1 GG'F I ;LL/ 7 LOAD LANCE A 492 AM-Ps- B, MPSB 490 AMPS C 508 AMPS rrr... MAXIMUM AMPS AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALL, LOAD 515 TOTAL CALCULATED LOAD 428 KVA. ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 cO MAXIMUM AMPS AMPS CONNECTED 62 MAX, MOTOR, LIGHTS 25% 4 CALL. LOAD 66 CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 1 /` (L) `LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL ■ LOAD_--• • ° DESCRI TION d • `•l���—®��0��0�` + • r (L) SERVICE • m®EMMIN mom m■NowMEN EMERd • • • ry D ME ENE NO! r • • ` n (L) SALESmd���MEN MEMO! r m ®—�WOEM®®�MS� MMESIMEME i M SHOP WALL ORE mm ME m ! mm�aE�w■mM■dm mi ® MEN MEN MOMEMEM ��E■����� ® mi' =MENEM==ice r• Q� mm��M■Nu■®��® ■m m ■ m mm MEN UMMO ■ INOMRIO NO! MMUoo1OMMMME1OE � m ® m��■�■ENra��m� �• m ER MENEEm ©�s■�i iceMME N IONmm m ® . r ! N®Em®��r' ' m ��- �NNE®�-�- ■rii m �-E� �NUM��MENI m �����EmuM��1 ■ ■�mmMO1 ME MO1 m 131 ���r1OM BE ��� 14U 1 4U I 401 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C' MINIMUM (AFC - 23KA) r� LOAD - AMPS LOAD AMPS DESCRIPTION- —BEN DESCRIPTION MINE SITE LICH TING MMM I ITE LIGHTING mm MEMEN MOMMIONION m. m NO! mm NoMO! MEN 0 ION NO! u 1OM mm In NO! NO! a ON EMOMOMMOI LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 ( CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) :LIGHTING AMPS ; 1.25 NETWORK LIGHTING CONTROL PANEL L_ ov 1 av 1 aU I aU I taU I b U 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE -NEMA 1 SERIES RATED 35 K A/C. MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 IIRATRIrtTI"\r 11—r.�IN r— I..VI'111v/`1111L x.7\..1 ILVIJLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT' OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLd FOR SALES SUPPORT (631)271-2526 (flopiccolo1-1 0junalightinl�graup.cam) 7 BASE BID FIXTURE _ ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INQ'�' SP2 1535 -39E -SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSEN(�IA ESADS-B- 2$ -0 -ND- 5G. � MUST ESSENCIA 6" S0. DOWNLIGHT, REGE�SED SPOT 3,Oa(7K SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC � 39W RAR 30 6" DOWN LIGHT B �i ESSENCIA ESADR-- 28-G--ND-52 MUST ESSENCIA 6" DOWNLIGHT, B JUNG SP2 109. -39E -CS -WH 45 277 FLOOD 4,10aK CLG. RECESSED W/ ROUND TRIM ALT SSGCWF 12q -525-43k; 52 VERIFY' RECESSED 28 LED's, MEDIUM OPTIC C JUNG SP1 4$50-01 45 277 39W RAR 30 SURFACE CLG. MTD. CAC�OPY GREELRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OgOK TRACK HEAD TRACK HEAD `, ALT' 10L--30K-12D-GU24 TRACK PAR3$ LED LAMP 2-54W T5 HO G - JUNO SP1 4321-01 10$ 277 3,OaaK CLG. RECESSED WALL WASH � N0 LED ALTERNATIVE CURENTL AVAILABLE D1 JUNO SP1 4321-01 � 54 277 1-54W T5 HO CLG. RECESSED WALL WASH f" H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,1ggK CLG, SURFACE MTD. REMOTE ELECTRONIC /` NO LED ALTERNATIVE CURENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH $" MH DOWN LIGHT �J ESA-ADR-$-28-C-MD-• � ESSENCIA 8" DOWNLIGHT, 4,1aaK W/ ROUND TRIM CLG. RECESSED (ALT ESSENCIA SS� 52 RECESSEDGCWF-12q-525-43K 28 LED's, MEDIUM OPTIC _ K INDY SP1 4327-01 115 277 (4) 28W T.5 FLOURESCENT 1x8 ,� GREE TRUEWHITE TECHNOLOGY_ 4,10QK CLG. RECESSED W/ MWA DIFFUSER ALT CREE CR14-22L-40K-s 22 1'x4' ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 3$ CLG. RECESSED MH SPREAD LENS N ESA-ADR-8-2$-C-LWW � RECESSED ESSENCIA 8" DOWNLIGHT, 28 , - - - FLOOD 3,OagK WALL WASH � ALT ESSENCIA SSGCWF-'120-525-30K 52 WALL WASH LED's„ LENSED WALLWASH OPTIC --- P JUNG SP1 $794-01-$ 120 277 ,;> OaOK (4) 32W !SURFACECLG BOX FLUORESCENT STRIP NO .LED ALTERNATIVE CURENTL AVAILABLE � (2) 40w BIA;;� - 2'x2' FLOURESCENT .- C? JUNO SP1 4332-01 80 277 CLG. RECESSED CLG, � CREE TRUEWHITE TECHNOLOGY 3,000K DIRE( �T/INDIRECT ALTQ CREE CR22-20L-35K-S 22 _ RECESSED 2x2 ARCH, TROFFER R JUNG SP2 1796--32-05-WH 23 277 32W 4 PIN 3,a00K CLG. RECESSED COMPACT FLUOR / R CREE LR6-DR1aa0-GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY, ESCENT ELECTRONIC � ALT W,/RC6 DOWNLIGHT 6°' DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE � DISPLAY CASE -- I PER PLAN NO LED ALTERNATT ECU RENTL AVAILABLE T2^ JUNO SP2 1722 -05 -54 -W -LT° 12 277 10 W E 1 PENDANT 15' A.F.F. 12 CYLINDER rn T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" C'YL, DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT � �.�...�7 ALT IJ -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC -�'-✓ `��`�""�`'� UR EX� JUNO NXESB(PLANS)GAA WALL SUR ACE �CE EDGELIT 5 � 277 WITH UNIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -LS -WH 46 277 (,2) 32W PLT COMPACT FLOURESCENT U LR6-DR1000-GU24 RECESSED CREE TRUEWHITE TECHNOLOGY, 3,aa0K CLG. RECESSED 6-7/8" DOWN LIGHT ALT CREE W/RC6 12.5. DOWNLIGHT 6" DEEP RECESS DOWNLIGHT�` ALL THREADED V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 ROD PENDANT TO MEZ STRIP FLOURESCENT � .�,oaoK TBD A F F. V4 JUNO SP1 4450-a1-4 3O 277 w/ WIRE GUARD (4 NO LED ALTERNATIVE CURENTL AVAILABLE (1) 32w T$ PENDANT TO MEZ STRIP FLOURESCENT NO LED ALTERNATIVE CU ,gaaK w/ WIRE GUARD F.RENTLY AVAILABLE . , W4 ACC;ULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH HO 3,00aK PENDANT 12' A.F.F. BAY � NO LED ALTERNATT ECU RENTL AVAILABLE X PINNACLE P-1T5H0-4-WH-277-GG-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASS"Y'METRI ADJ I _ (PH WHERE. NO WALL) 9'-6" AFF, FIELD AIM Y ACCULITE � WP 432 EWF RS277 EIB, 120 277 (4) 32W T8 PENDANT 10 A.F.F. 8' LONG TANDEM WP -- - �> P -ALB -P, P -LC -SS 3,g0aK FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W u CLG. RECESSED 2x2' 3,aa0K TROFFER NO LED ALTERNATIVE CURENTL AVAILABLE y FF2 JUNG �it - 98-10 E 115 277 FLOC)[) 4,1OgK CLG. RECESSED LOW BAY GG NOT USED - - - HH12 PINNACLE P-81299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORFLUORESCENTCLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00$99-1 B LF 277 (4) 54W T5 / $ LF SURFACE ON TOP OF $' CONT. FLUORESCENT _ CLG. WALL WASH, SEE PLAN YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS — - - BALLASTED BALLASTED AFF CYLINDER EM JUNG N2WH _ 277 WITH UNIT WALL SURFACE\ $° PdAVILITE — MIN AFF THERMOPLASTIC I' PANEL: H1LOAD - AMPS LOAD --- AMPSDESCRIPTION D DESCRIPTIONmm mmunall IN MOIMME Em NO!MOIMENIOM= MOMME MO1 mm10000010MIONENE IONMOIRMKW HT 1OM 0MOEN mm1OM MO11OM ME MO1M 1OM ENE ION MO11OM MOINO! Em MOImm ME EM m M TU2-15.5KWME MO1 ME mm0 RIO MO1 am WHOM CIRCUIT BREAKER TYPE 480 3PH 4W FEED FROM TRANSFORMER 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE All: 35K FULLY RATED SPD SF CB MOUNT ei L GVJ 1 GVJ ( GC1J ^1 GG'F I ;LL/ 7 LOAD LANCE A 492 AM-Ps- B, MPSB 490 AMPS C 508 AMPS rrr... MAXIMUM AMPS AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALL, LOAD 515 TOTAL CALCULATED LOAD 428 KVA. ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 cO CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 1 /` (L) `LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL ■ LOAD_--• • ° DESCRI TION d • `•l���—®��0��0�` + • r (L) SERVICE • m®EMMIN mom m■NowMEN EMERd • • • ry D ME ENE NO! r • • ` n (L) SALESmd���MEN MEMO! r m ®—�WOEM®®�MS� MMESIMEME i M SHOP WALL ORE mm ME m ! mm�aE�w■mM■dm mi ® MEN MEN MOMEMEM ��E■����� ® mi' =MENEM==ice r• Q� mm��M■Nu■®��® ■m m ■ m mm MEN UMMO ■ INOMRIO NO! MMUoo1OMMMME1OE � m ® m��■�■ENra��m� �• m ER MENEEm ©�s■�i iceMME N IONmm m ® . r ! N®Em®��r' ' m ��- �NNE®�-�- ■rii m �-E� �NUM��MENI m �����EmuM��1 ■ ■�mmMO1 ME MO1 m 131 ���r1OM BE ��� 14U 1 4U I 401 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C' MINIMUM (AFC - 23KA) r� LOAD - AMPS LOAD AMPS DESCRIPTION- —BEN DESCRIPTION MINE SITE LICH TING MMM I ITE LIGHTING mm MEMEN MOMMIONION m. m NO! mm NoMO! MEN 0 ION NO! u 1OM mm In NO! NO! a ON EMOMOMMOI LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 ( CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) :LIGHTING AMPS ; 1.25 NETWORK LIGHTING CONTROL PANEL L_ ov 1 av 1 aU I aU I taU I b U 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE -NEMA 1 SERIES RATED 35 K A/C. MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 IIRATRIrtTI"\r 11—r.�IN r— I..VI'111v/`1111L x.7\..1 ILVIJLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT' OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLd FOR SALES SUPPORT (631)271-2526 (flopiccolo1-1 0junalightinl�graup.cam) 7 BASE BID FIXTURE _ ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INQ'�' SP2 1535 -39E -SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSEN(�IA ESADS-B- 2$ -0 -ND- 5G. � MUST ESSENCIA 6" S0. DOWNLIGHT, REGE�SED SPOT 3,Oa(7K SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC � 39W RAR 30 6" DOWN LIGHT B �i ESSENCIA ESADR-- 28-G--ND-52 MUST ESSENCIA 6" DOWNLIGHT, B JUNG SP2 109. -39E -CS -WH 45 277 FLOOD 4,10aK CLG. RECESSED W/ ROUND TRIM ALT SSGCWF 12q -525-43k; 52 VERIFY' RECESSED 28 LED's, MEDIUM OPTIC C JUNG SP1 4$50-01 45 277 39W RAR 30 SURFACE CLG. MTD. CAC�OPY GREELRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OgOK TRACK HEAD TRACK HEAD `, ALT' 10L--30K-12D-GU24 TRACK PAR3$ LED LAMP 2-54W T5 HO G - JUNO SP1 4321-01 10$ 277 3,OaaK CLG. RECESSED WALL WASH � N0 LED ALTERNATIVE CURENTL AVAILABLE D1 JUNO SP1 4321-01 � 54 277 1-54W T5 HO CLG. RECESSED WALL WASH f" H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,1ggK CLG, SURFACE MTD. REMOTE ELECTRONIC /` NO LED ALTERNATIVE CURENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH $" MH DOWN LIGHT �J ESA-ADR-$-28-C-MD-• � ESSENCIA 8" DOWNLIGHT, 4,1aaK W/ ROUND TRIM CLG. RECESSED (ALT ESSENCIA SS� 52 RECESSEDGCWF-12q-525-43K 28 LED's, MEDIUM OPTIC _ K INDY SP1 4327-01 115 277 (4) 28W T.5 FLOURESCENT 1x8 ,� GREE TRUEWHITE TECHNOLOGY_ 4,10QK CLG. RECESSED W/ MWA DIFFUSER ALT CREE CR14-22L-40K-s 22 1'x4' ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 3$ CLG. RECESSED MH SPREAD LENS N ESA-ADR-8-2$-C-LWW � RECESSED ESSENCIA 8" DOWNLIGHT, 28 , - - - FLOOD 3,OagK WALL WASH � ALT ESSENCIA SSGCWF-'120-525-30K 52 WALL WASH LED's„ LENSED WALLWASH OPTIC --- P JUNG SP1 $794-01-$ 120 277 ,;> OaOK (4) 32W !SURFACECLG BOX FLUORESCENT STRIP NO .LED ALTERNATIVE CURENTL AVAILABLE � (2) 40w BIA;;� - 2'x2' FLOURESCENT .- C? JUNO SP1 4332-01 80 277 CLG. RECESSED CLG, � CREE TRUEWHITE TECHNOLOGY 3,000K DIRE( �T/INDIRECT ALTQ CREE CR22-20L-35K-S 22 _ RECESSED 2x2 ARCH, TROFFER R JUNG SP2 1796--32-05-WH 23 277 32W 4 PIN 3,a00K CLG. RECESSED COMPACT FLUOR / R CREE LR6-DR1aa0-GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY, ESCENT ELECTRONIC � ALT W,/RC6 DOWNLIGHT 6°' DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE � DISPLAY CASE -- I PER PLAN NO LED ALTERNATT ECU RENTL AVAILABLE T2^ JUNO SP2 1722 -05 -54 -W -LT° 12 277 10 W E 1 PENDANT 15' A.F.F. 12 CYLINDER rn T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" C'YL, DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT � �.�...�7 ALT IJ -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC -�'-✓ `��`�""�`'� UR EX� JUNO NXESB(PLANS)GAA WALL SUR ACE �CE EDGELIT 5 � 277 WITH UNIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -LS -WH 46 277 (,2) 32W PLT COMPACT FLOURESCENT U LR6-DR1000-GU24 RECESSED CREE TRUEWHITE TECHNOLOGY, 3,aa0K CLG. RECESSED 6-7/8" DOWN LIGHT ALT CREE W/RC6 12.5. DOWNLIGHT 6" DEEP RECESS DOWNLIGHT�` ALL THREADED V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 ROD PENDANT TO MEZ STRIP FLOURESCENT � .�,oaoK TBD A F F. V4 JUNO SP1 4450-a1-4 3O 277 w/ WIRE GUARD (4 NO LED ALTERNATIVE CURENTL AVAILABLE (1) 32w T$ PENDANT TO MEZ STRIP FLOURESCENT NO LED ALTERNATIVE CU ,gaaK w/ WIRE GUARD F.RENTLY AVAILABLE . , W4 ACC;ULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH HO 3,00aK PENDANT 12' A.F.F. BAY � NO LED ALTERNATT ECU RENTL AVAILABLE X PINNACLE P-1T5H0-4-WH-277-GG-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASS"Y'METRI ADJ I _ (PH WHERE. NO WALL) 9'-6" AFF, FIELD AIM Y ACCULITE � WP 432 EWF RS277 EIB, 120 277 (4) 32W T8 PENDANT 10 A.F.F. 8' LONG TANDEM WP -- - �> P -ALB -P, P -LC -SS 3,g0aK FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W u CLG. RECESSED 2x2' 3,aa0K TROFFER NO LED ALTERNATIVE CURENTL AVAILABLE y FF2 JUNG �it - 98-10 E 115 277 FLOC)[) 4,1OgK CLG. RECESSED LOW BAY GG NOT USED - - - HH12 PINNACLE P-81299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORFLUORESCENTCLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00$99-1 B LF 277 (4) 54W T5 / $ LF SURFACE ON TOP OF $' CONT. FLUORESCENT _ CLG. WALL WASH, SEE PLAN YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS — - - BALLASTED BALLASTED AFF CYLINDER EM JUNG N2WH _ 277 WITH UNIT WALL SURFACE\ $° PdAVILITE — MIN AFF THERMOPLASTIC I' PANEL: H1LOAD - AMPS LOAD --- AMPSDESCRIPTION D DESCRIPTIONmm mmunall IN MOIMME Em NO!MOIMENIOM= MOMME MO1 mm10000010MIONENE IONMOIRMKW HT 1OM 0MOEN mm1OM MO11OM ME MO1M 1OM ENE ION MO11OM MOINO! Em MOImm ME EM m M TU2-15.5KWME MO1 ME mm0 RIO MO1 am WHOM CIRCUIT BREAKER TYPE 480 3PH 4W FEED FROM TRANSFORMER 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE All: 35K FULLY RATED SPD SF CB MOUNT ei L GVJ 1 GVJ ( GC1J ^1 GG'F I ;LL/ 7 LOAD LANCE A 492 AM-Ps- B, MPSB 490 AMPS C 508 AMPS rrr... MAXIMUM AMPS AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALL, LOAD 515 TOTAL CALCULATED LOAD 428 KVA. ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 cO W 0 � w crr O Z 14U 1 4U I 401 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C' MINIMUM (AFC - 23KA) r� LOAD - AMPS LOAD AMPS DESCRIPTION- —BEN DESCRIPTION MINE SITE LICH TING MMM I ITE LIGHTING mm MEMEN MOMMIONION m. m NO! mm NoMO! MEN 0 ION NO! u 1OM mm In NO! NO! a ON EMOMOMMOI LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 ( CIRCUIT BREAKER TYPE 480 3PH 4W SECTION 2 (L) :LIGHTING AMPS ; 1.25 NETWORK LIGHTING CONTROL PANEL L_ ov 1 av 1 aU I aU I taU I b U 1 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE -NEMA 1 SERIES RATED 35 K A/C. MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC, AMPS 120 TOTAL CALCULATED LOAD 120 IIRATRIrtTI"\r 11—r.�IN r— I..VI'111v/`1111L x.7\..1 ILVIJLC NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT' OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLd FOR SALES SUPPORT (631)271-2526 (flopiccolo1-1 0junalightinl�graup.cam) 7 BASE BID FIXTURE _ ALTERNATE BID FIXTURE TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INQ'�' SP2 1535 -39E -SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH A ESSEN(�IA ESADS-B- 2$ -0 -ND- 5G. � MUST ESSENCIA 6" S0. DOWNLIGHT, REGE�SED SPOT 3,Oa(7K SQUARE TRIM ALT SSGCFF 120-525-30K VERIFY 28 LED's, NARROW OPTIC � 39W RAR 30 6" DOWN LIGHT B �i ESSENCIA ESADR-- 28-G--ND-52 MUST ESSENCIA 6" DOWNLIGHT, B JUNG SP2 109. -39E -CS -WH 45 277 FLOOD 4,10aK CLG. RECESSED W/ ROUND TRIM ALT SSGCWF 12q -525-43k; 52 VERIFY' RECESSED 28 LED's, MEDIUM OPTIC C JUNG SP1 4$50-01 45 277 39W RAR 30 SURFACE CLG. MTD. CAC�OPY GREELRP38- 12 GIMBLE RING CREE TRUEWHITE TECHNOLOGY FLOOD 3,OgOK TRACK HEAD TRACK HEAD `, ALT' 10L--30K-12D-GU24 TRACK PAR3$ LED LAMP 2-54W T5 HO G - JUNO SP1 4321-01 10$ 277 3,OaaK CLG. RECESSED WALL WASH � N0 LED ALTERNATIVE CURENTL AVAILABLE D1 JUNO SP1 4321-01 � 54 277 1-54W T5 HO CLG. RECESSED WALL WASH f" H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,1ggK CLG, SURFACE MTD. REMOTE ELECTRONIC /` NO LED ALTERNATIVE CURENTL AVAILABLE BALLAST J JUNG SP2 1795-5DE 55 277 50W ED17 MH $" MH DOWN LIGHT �J ESA-ADR-$-28-C-MD-• � ESSENCIA 8" DOWNLIGHT, 4,1aaK W/ ROUND TRIM CLG. RECESSED (ALT ESSENCIA SS� 52 RECESSEDGCWF-12q-525-43K 28 LED's, MEDIUM OPTIC _ K INDY SP1 4327-01 115 277 (4) 28W T.5 FLOURESCENT 1x8 ,� GREE TRUEWHITE TECHNOLOGY_ 4,10QK CLG. RECESSED W/ MWA DIFFUSER ALT CREE CR14-22L-40K-s 22 1'x4' ARCH. TROFFER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 3$ CLG. RECESSED MH SPREAD LENS N ESA-ADR-8-2$-C-LWW � RECESSED ESSENCIA 8" DOWNLIGHT, 28 , - - - FLOOD 3,OagK WALL WASH � ALT ESSENCIA SSGCWF-'120-525-30K 52 WALL WASH LED's„ LENSED WALLWASH OPTIC --- P JUNG SP1 $794-01-$ 120 277 ,;> OaOK (4) 32W !SURFACECLG BOX FLUORESCENT STRIP NO .LED ALTERNATIVE CURENTL AVAILABLE � (2) 40w BIA;;� - 2'x2' FLOURESCENT .- C? JUNO SP1 4332-01 80 277 CLG. RECESSED CLG, � CREE TRUEWHITE TECHNOLOGY 3,000K DIRE( �T/INDIRECT ALTQ CREE CR22-20L-35K-S 22 _ RECESSED 2x2 ARCH, TROFFER R JUNG SP2 1796--32-05-WH 23 277 32W 4 PIN 3,a00K CLG. RECESSED COMPACT FLUOR / R CREE LR6-DR1aa0-GU24 12.5 RECESSED CREE TRUEWHITE TECHNOLOGY, ESCENT ELECTRONIC � ALT W,/RC6 DOWNLIGHT 6°' DEEP RECESS DOWNLIGHT S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE � DISPLAY CASE -- I PER PLAN NO LED ALTERNATT ECU RENTL AVAILABLE T2^ JUNO SP2 1722 -05 -54 -W -LT° 12 277 10 W E 1 PENDANT 15' A.F.F. 12 CYLINDER rn T2 ESSENCIA ESAC10 28-D-MD-SSGC 52 PENDANT ESSENCIA 10" C'YL, DOWNLIGHT PROTECTED PHILLIPS DOWNLIGHT � �.�...�7 ALT IJ -30K -525 -P -WH MOUNT 28 LED's, MEDIUM OPTIC -�'-✓ `��`�""�`'� UR EX� JUNO NXESB(PLANS)GAA WALL SUR ACE �CE EDGELIT 5 � 277 WITH UNIT RECESSED\8' MIN AFF W/BATTERY U ELATE SP2 1541 -LS -WH 46 277 (,2) 32W PLT COMPACT FLOURESCENT U LR6-DR1000-GU24 RECESSED CREE TRUEWHITE TECHNOLOGY, 3,aa0K CLG. RECESSED 6-7/8" DOWN LIGHT ALT CREE W/RC6 12.5. DOWNLIGHT 6" DEEP RECESS DOWNLIGHT�` ALL THREADED V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 ROD PENDANT TO MEZ STRIP FLOURESCENT � .�,oaoK TBD A F F. V4 JUNO SP1 4450-a1-4 3O 277 w/ WIRE GUARD (4 NO LED ALTERNATIVE CURENTL AVAILABLE (1) 32w T$ PENDANT TO MEZ STRIP FLOURESCENT NO LED ALTERNATIVE CU ,gaaK w/ WIRE GUARD F.RENTLY AVAILABLE . , W4 ACC;ULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH HO 3,00aK PENDANT 12' A.F.F. BAY � NO LED ALTERNATT ECU RENTL AVAILABLE X PINNACLE P-1T5H0-4-WH-277-GG-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASS"Y'METRI ADJ I _ (PH WHERE. NO WALL) 9'-6" AFF, FIELD AIM Y ACCULITE � WP 432 EWF RS277 EIB, 120 277 (4) 32W T8 PENDANT 10 A.F.F. 8' LONG TANDEM WP -- - �> P -ALB -P, P -LC -SS 3,g0aK FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W u CLG. RECESSED 2x2' 3,aa0K TROFFER NO LED ALTERNATIVE CURENTL AVAILABLE y FF2 JUNG �it - 98-10 E 115 277 FLOC)[) 4,1OgK CLG. RECESSED LOW BAY GG NOT USED - - - HH12 PINNACLE P-81299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORFLUORESCENTCLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00$99-1 B LF 277 (4) 54W T5 / $ LF SURFACE ON TOP OF $' CONT. FLUORESCENT _ CLG. WALL WASH, SEE PLAN YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS — - - BALLASTED BALLASTED AFF CYLINDER EM JUNG N2WH _ 277 WITH UNIT WALL SURFACE\ $° PdAVILITE — MIN AFF THERMOPLASTIC I' PANEL: H1LOAD - AMPS LOAD --- AMPSDESCRIPTION D DESCRIPTIONmm mmunall IN MOIMME Em NO!MOIMENIOM= MOMME MO1 mm10000010MIONENE IONMOIRMKW HT 1OM 0MOEN mm1OM MO11OM ME MO1M 1OM ENE ION MO11OM MOINO! Em MOImm ME EM m M TU2-15.5KWME MO1 ME mm0 RIO MO1 am WHOM CIRCUIT BREAKER TYPE 480 3PH 4W FEED FROM TRANSFORMER 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE All: 35K FULLY RATED SPD SF CB MOUNT ei L GVJ 1 GVJ ( GC1J ^1 GG'F I ;LL/ 7 LOAD LANCE A 492 AM-Ps- B, MPSB 490 AMPS C 508 AMPS rrr... MAXIMUM AMPS AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALL, LOAD 515 TOTAL CALCULATED LOAD 428 KVA. ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 cO W 0 � w crr O Z PANEL: H1LOAD - AMPS LOAD --- AMPSDESCRIPTION D DESCRIPTIONmm mmunall IN MOIMME Em NO!MOIMENIOM= MOMME MO1 mm10000010MIONENE IONMOIRMKW HT 1OM 0MOEN mm1OM MO11OM ME MO1M 1OM ENE ION MO11OM MOINO! Em MOImm ME EM m M TU2-15.5KWME MO1 ME mm0 RIO MO1 am WHOM CIRCUIT BREAKER TYPE 480 3PH 4W FEED FROM TRANSFORMER 600 AMP MAIN CB -NEMA 1 MOUNTING SURFACE All: 35K FULLY RATED SPD SF CB MOUNT ei L GVJ 1 GVJ ( GC1J ^1 GG'F I ;LL/ 7 LOAD LANCE A 492 AM-Ps- B, MPSB 490 AMPS C 508 AMPS rrr... MAXIMUM AMPS AMPS CONNECTED 508 MAX. MOTOR 25% 7 CALL, LOAD 515 TOTAL CALCULATED LOAD 428 KVA. ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 cO ELECTRICAL GENERAL NATES 1, DO NOT SCALE FROM THESE DRAWINGS. 2, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE. PROPER CLEARANCES.. FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING, 4. REFER TO MECHANICAL DRAWINGS .FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED B7'' DIV. 1.5. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REC!IJIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT 15 NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER;) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA T(.1 CONTROL. THE LIGHT FIXTURES) IN EACH OFFICE/AREA, 8, REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE .WIRE CONDUIT AND OVERGURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9, PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED,. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E,M.C,S. CONTROL DEVICES. 11, ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL. FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SITING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING, 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16, COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK, 17, USE No. 10 AWG CU, CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET, 18, USE CONDUCTOR NOT SMALLER THAN N0, 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19, USE M0, 10 AWG CONDUCTORS FOR 20 .AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, 0R LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SMALL BE CAPABLE OF SUPPORTING THE ENTIRE. WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM, SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS .USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 2'I. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES,. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES /CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS, 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24• NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS, 26, LIGHTING SCHEDULE IS FOR REFERENCE ONLY, THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE. CONSISTENT PATTERN DIRECTION BY CQNTRACTOR, 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES, CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. 'HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC, AND ARE NOT TO BE REPRODUCED, :OPTED,. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT VRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. LU 4 141 Ld 100 coNsrRucrloN Dae's. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 W c/) � 0 ' ELECTRICAL PANEL SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. cO W 0 � w crr O Z ' ELECTRICAL PANEL SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. FIRE ALARM PLAN SCALE: 1/8„=1,-0„ s -�— FIRE ALARM SYMBOLS LEGEND FIRE ALARM FLASHING STROBE cd AS REQUIRED / HORN MAX, 80" A.F.F. / MIN, 6" BELOW CLG. FA -- FIRE ALARM FLASHING STROBE cd AS REQUIRED / MAX 80"AFF / MIN 6" BELOW CLG, FACP FIRE ALARM CONTROL PANEL / ANNUNCIATOR FA REMOTE ALARM LIGHT/TEST/RESET - DUCT DETECTOR MTD. 60" A.F.F, DMSD DUCT SMOKE DETECTOR IN SUPPLY ( OVER 2000 CFM.) SD SMOKE DETECTOR - MIN 4' TO A/C SUPPLY TERMINAL aFIRE ALARM RELAY - WITHIN 3' OF CONTROLLER FFJ FIRE ALARM PULL STATION -- 48" AFF ElKEY LOCK BOX - LOCATE PER AHJ 60" AFG FAR A FIRE ALARM REMOTE ANNUNCIATOR FLUSH MTD, 60" A.F.F. FS FLOW SWITCH FT TAMPER SWITCH TYPICAL FIRE ALARM RISER DIAGRAM MR FA 'c,/FA DMSD _A 9 ,T, WP F SD Ivo L� °. 7S FARA FACP �-- 120 VOLT POWER VIA 277/120 V IL TRANSFORMER (BREAKER LOCK) 3,/4"C TO TELEPHONE SERVICE BOARD KT : FIRE ALARM SYSTEM SHALL BE CONNECTED TO LOCAL FIRE DEPARTMENT EMERGENCY NOTIFICATION SYSTEM PER LOCAL REQUIREMENTS AND COORDINATED WITH THE OWNERS REPRESENTATIVE. IT IS THE CONTRACTORS SIDLE RESPONSIBILITY TO INCLUDE ALL LABOR & MATERIALS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM, ALL CONDUITS SHALL BE 3/4" MINIMUM AND PER VENDOR SHOP DRAWING. rl T M r A I AM M e w 1 IML_ MI,.MI' m IVU I CEJ 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES WHETHER SHOWN OR NOT. 2. FIRE ALARM CONTROL PANEL SHALL BE SILENT KNIGHT WITH 8 ZONES OR APPROVED EQUAL, PER LATEST ADOPTED EDITION NFPA 70, 72, 101, FBC. 3. INSTALLATION SHALL BE BY AN EC OR EF LICENSED CONTRACTOR, WHO SHALL PROVIDE A COMPLETE PACKAGE OF SEPARATE PERMIT DOCUMENTS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER PER APPLICABLE CODES AND AHJ. 4. MINIMUM CONDUIT SIZE SHALL BE 3/4" EMT FOR ALL CONNECTIONS, UNLESS OTHERWISE NOTED, 5. TEST SENSITIVITY OF EACH DETECTOR, DOCUMENT IN AS -BUILT PACKAGE. 6. PROVIDE CIRCUIT BREAKER LOCK AND LABEL ON CIRCUIT (FACP). 7. PROVIDE COMPLETE TEST DEMONSTRATION FOR LOCAL FIRE MARSHALL AND OWNER'S REPRESENTATIVE, 8, SUBMIT FIRE ALARM SYSTEM PLANS AND SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE CODES/STANDARDS FOR REVIEW BY LOCAL AHJ, 9. ALL EQUIPMENT SHALL BE UL LISTED FOR FIRE ALARM SERVICE AND FOR OPERATION AS A SYSTEM, 10. CABLE SHALL BE UL LISTED FOR POWER LIMITED OR NON -POWER LIMITED FOR FIRE PROTECTIVE SIGNALING SYSTEMS, MINIMUM OF #16AWG SOLID. 11, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. (LABEL UNIT DESIGNATION) 12, SMOKE DETECTORS UL LISTED FOR USE IN AIR DISTRIBUTION SYSTEMS SHALL BE LOCATED DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTIONS IN AIR SUPPLY SYSTEMS , REMOTE ALARM, TEST AND RESET ARE REQUIRED FOR AIR HANDLING UNITS LOCATED IN SERVING AREA 60" A.F.F. 13. PLEASE CALL THE LOCAL FIRE MARSHAL'S OFFICE FOR ALL FIRE DEPARTMENT INSPECTIONS, PROVIDE LOCK BOX FOR KEY ACCESS TO BUILDING FIRE ALARM SYSTEM LOCATED PER AHJ. 14. AREA SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4' FROM ALL AIR DIFFUSERS. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOG'S. ISSUE DATE: 9--21 —11 U7 0 wrirw CONTRACT DATE: MAY 6, 2011 CC7 r �.� 00 NO 0 cy) 4 "' �[ IN LuW �..i z L Z `EQ z ca ..... J 0 = Ad DO u7 Z W 0 Q ...,.. 1.#.. cn Q UCL ¢ Q to o ca wrirw CONTRACT DATE: MAY 6, 2011 FIRE ALARM PLAN DESIGNED BY: DRAWN BY: CHECKED BY': JOB NO. 2011-21 SHEET NO. FAl'.0) „ U i CC7 r �.� 00 NO 0 cy) 4 "' �[ IN LuW �..i z LLJ Z `EQ z C] ..... J 0 = Ad DO u7 Z W 0 Q ...,.. 1.#.. L Q UCL ¢ Q to FIRE ALARM PLAN DESIGNED BY: DRAWN BY: CHECKED BY': JOB NO. 2011-21 SHEET NO. 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D N, : i - - ,:T � , , ( � �_ : i , 3 ED I I N 60 I K 'I . : I - I I � : �� ) I I I 1 I ( � � -0-� .1 - I Iq � ") (D" � I , , : ."Io�' N, I I ,,.,I :: 2 1 \ = , I _(D:__1_1111,*',0 -U2 � I I , 'O "N ­_Q I F I , I I I "� - —5. - 1 77'-__ - -0 � - ��__ 0"_� L , ^ �, SCALE: 1/8"=V-0" XS 0 I I , 11 � ,,, v I . I ,. I : ___ I I 77 0 1 4 - F07 � F2 IQ ­ I L '9'>/ I � 4 ,-- F07 , 7-\ 1 / 11 , . ,, _.:� i I � _/ i 4 / I , / -�-o 1 � i 6? — I I , 11 _i' I = 11 , 'IT :, / ___'Ii� 1 - \,,_-,/ / L 1 781-0" tl_ �n I I 1 4''(�' / /17,- IiiiiiI, �\"� I 22'-8" I � 85-41 1 S6.2 / I 1 i : .j / � - I ___ 1001-01, � _4 ,_ ( 1 N ) (n� U3 ,) KA,i / \11't� 7_711 L5 ) ^�cn/ni w^^-rnc~ %Ij^_.n^-,x^n i /I %a I^_~� 1. CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL UNDERSLAB CONDUITS, PIPES, AND AIR LINES FOR LIFT -53, AND ALIGNMENT RACKS. 2. VERTICAL CONTROL JOINTS SHALL BE SPACED NOT TO EXCEED 20'-O" 0,C, LOCATE JOINTS ADJACENT TO OPENINGS, WALL INTERSECTIONS, OR CHANGES IN ELEVATION. COORDINATE LOCATIONS 0/ ARCHITECT, J. REVIEW AND COORDINATE ALL UNDERSL&B WORK WITH SUB -TRADES, I.E. UNDERSLAB PLUWB|NG, ELECTRICAL AND MECHANICAL ITEMS. 4. ALL LINTELS ARE 12F18 -2B UNLESS NOTED OTHERV0SE, 5. REFER TO FLOOR PLAN, EXTERIOR ELEVATIONS AND MECHANICAL PLANS FOR LOCATIONS OF WALL OPENINGS LOCATED ABOVE FINISHED FLOOR. G. ALL EXPOSED CONCRETE SLAB IN THE SERVICE AREA SHALL BE INSTALLED WITH A CONCRETE HARDENER AND A POLISHED F|N|SH, 7. ALL CMU WALLS SHALL HAVE No. 8 HORIZONTAL JOINT REINFORCING AT EVERY 2ND COURSE (10°) 0 6" THK. 3,500 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINFORCED WITH 6%6`xW2.9xW2.9 WWF ON 10 MIL VAPOR BARRIER. SLOPE CONCRETE APRON (D BOLLARD, SEE DETAIL 1/S5.1. (D 4" THK. 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. W/6x6 10/10 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. 0 6" THK. 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. Ili 2.9 x 2.9 W,W,F. OVER 10 MIL, VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. (D INDICATES (1) #5 VERTICAL REINF. BAR IN 3,000 PSI CONCRETE FILLED CELLS, SPACED 48" O.C. TYPICAL FOR ALL 8" THICK C.M,U. WALLS. (Z) (1) #7 VERTICAL REINF. IN 3,000 PSI CONCRETE FILLED CELLS. (2) AB DOWN AT DOOR OPENING ,3/4" TO EXTERIOR OF BUILDING, REFER TO SECTION 5/S4.0, 0 BELOW SLAB FUME EXHAUST SYSTEM I REFER TO MECHANICAL PLANS. (2) SAW -CUT CONTROL JOINT, TYPICAL. 0 IN GROUND LIFT BY EQUIPMENT SUPPLIER, COORDINATE INSTALLATION W/EQUIPMENT 0 OIL/WATER SEPARATOR DRAIN, SLOPE SLAB DOWN TO DRAIN FOR ADDITIONAL INFORMATION REFER TO PLUMBING DRAWINGS. 0 SLOPE CONCRETE FLOOR DOWN TOWARDS DRAIN, (D 6" THK3,000 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINF, W/6x6 2,9 x 2.9 W,W.F. OVER 10 MIL, VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. PILASTER/COLUMN KEY NOTES Q 12"x24" PILASTER W,/ 6 #5 VERT, ALT, BLOCK PILASTER/ COLUMN DETAILS SCIALE� 1°=1^-D" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. A RDDUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CDN3ENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —1 1 Fn C"i It - 1114 LO 10 rl� Ld >m Lz m LE 4 L.. Ili to 2 0) ca e ct ca irc 10000146 CONTRACT DATE: MAY 6, 2011 zr- LIJ T_ FOUNDATION PLAN DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO, "i S1.0 � MARK SIZE REINFORCING 0 24" x CONT. 24" B.F.F. 0 32" x CONT, 12" 24" B.F.F. 4 #5 CONT. #3 @ 16" TRANV. 0 36" x CONT, 12" 24" B.F.F, 5 #5 CONT #3 0 16" TRANV. 0 48" CONT. 12" 24" B.F.F, 6 #5 CONT. #3 0 16" TRANV, 0 4)-0"` x 4'-O)f 16" 24" B.F.F. _ 0 � 1i 24" B.F.F, - 0 i x i 16" 24" B.F.F 7 #5 EA WAY BOT. a6'-6" x i 16" 8" B.F.F. 7 #5 EA WAY BOT. a7'-i x 7`-01) 160 8" B.F.F 8 #5 EA WAY BOT, 0 2'-i x 2'-i 12" T,O.F,F. 3 #5 EA WAY BOT, 0 2 12" G30" x CONT. 16" T.i 4 #5 CONT. #3 @ '16" TRANSV. C) 12" x CONT, 12" a2'-i x 2'-6" 12" 8" A.F.F. 3#5 EA. WAY BOT, ^�cn/ni w^^-rnc~ %Ij^_.n^-,x^n i /I %a I^_~� 1. CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL UNDERSLAB CONDUITS, PIPES, AND AIR LINES FOR LIFT -53, AND ALIGNMENT RACKS. 2. VERTICAL CONTROL JOINTS SHALL BE SPACED NOT TO EXCEED 20'-O" 0,C, LOCATE JOINTS ADJACENT TO OPENINGS, WALL INTERSECTIONS, OR CHANGES IN ELEVATION. COORDINATE LOCATIONS 0/ ARCHITECT, J. REVIEW AND COORDINATE ALL UNDERSL&B WORK WITH SUB -TRADES, I.E. UNDERSLAB PLUWB|NG, ELECTRICAL AND MECHANICAL ITEMS. 4. ALL LINTELS ARE 12F18 -2B UNLESS NOTED OTHERV0SE, 5. REFER TO FLOOR PLAN, EXTERIOR ELEVATIONS AND MECHANICAL PLANS FOR LOCATIONS OF WALL OPENINGS LOCATED ABOVE FINISHED FLOOR. G. ALL EXPOSED CONCRETE SLAB IN THE SERVICE AREA SHALL BE INSTALLED WITH A CONCRETE HARDENER AND A POLISHED F|N|SH, 7. ALL CMU WALLS SHALL HAVE No. 8 HORIZONTAL JOINT REINFORCING AT EVERY 2ND COURSE (10°) 0 6" THK. 3,500 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINFORCED WITH 6%6`xW2.9xW2.9 WWF ON 10 MIL VAPOR BARRIER. SLOPE CONCRETE APRON (D BOLLARD, SEE DETAIL 1/S5.1. (D 4" THK. 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. W/6x6 10/10 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. 0 6" THK. 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. Ili 2.9 x 2.9 W,W,F. OVER 10 MIL, VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. (D INDICATES (1) #5 VERTICAL REINF. BAR IN 3,000 PSI CONCRETE FILLED CELLS, SPACED 48" O.C. TYPICAL FOR ALL 8" THICK C.M,U. WALLS. (Z) (1) #7 VERTICAL REINF. IN 3,000 PSI CONCRETE FILLED CELLS. (2) AB DOWN AT DOOR OPENING ,3/4" TO EXTERIOR OF BUILDING, REFER TO SECTION 5/S4.0, 0 BELOW SLAB FUME EXHAUST SYSTEM I REFER TO MECHANICAL PLANS. (2) SAW -CUT CONTROL JOINT, TYPICAL. 0 IN GROUND LIFT BY EQUIPMENT SUPPLIER, COORDINATE INSTALLATION W/EQUIPMENT 0 OIL/WATER SEPARATOR DRAIN, SLOPE SLAB DOWN TO DRAIN FOR ADDITIONAL INFORMATION REFER TO PLUMBING DRAWINGS. 0 SLOPE CONCRETE FLOOR DOWN TOWARDS DRAIN, (D 6" THK3,000 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINF, W/6x6 2,9 x 2.9 W,W.F. OVER 10 MIL, VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. PILASTER/COLUMN KEY NOTES Q 12"x24" PILASTER W,/ 6 #5 VERT, ALT, BLOCK PILASTER/ COLUMN DETAILS SCIALE� 1°=1^-D" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. A RDDUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CDN3ENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —1 1 Fn C"i It - 1114 LO 10 rl� Ld >m Lz m LE 4 L.. Ili to 2 0) ca e ct ca irc 10000146 CONTRACT DATE: MAY 6, 2011 zr- LIJ T_ FOUNDATION PLAN DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO, "i S1.0 � �..�._,,) 31 (4A) I`4B) �4D) �4C� �/5.J AA NOTE: ENTIRE DRAWING IS PART OF REVISION 4 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. F 100% FCONSTRUCTION DOG'S. ISSUE DATE: 9-21-1 1 U) z C2 cl) bi 0� CONTRACT DATE: MAY 6, 2011 cD cr- Ln 00 c) cy) 0 0 c) Z uj z ui z Ld z Q J 0 -kd 00 z ui ZC) C"j 0 0 0 0 LLJ 0 �7 0 LL. 0 I'll) CONTRACT DATE: MAY 6, 2011 CONTROL JOINT PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, tow"'it 2 cD cr- Ln 00 c) cy) 0 0 c) Z uj z ui z Ld z Q J 0 -kd 00 z ui ZC) 0 0 0 0 0 z 0 LL. 0 I'll) CONTROL JOINT PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, tow"'it 2 A (_5 ;Z BM BRG PLATE 1/2"x8 �111 ;12K3 75'-U^ / / 251-� | / | | | / | | | � 18LHO2 | | ~ | y Y | V V | | | 18LHO� | / / | U | | | | -� � 8 8 ^^/u,,| � � | | ! Lo 12� T- 18LHO2 20K9 (o 1011 co 121<3 1 181-1-102 20K9 181-1-102 1 181-1-102 1121<3 1181-1-102 1 -1 ]12 _ 0 18K6 (D 44LH12 Q 18K6 32LHIO 18K4 181-1-102 18K4 0 18 18LH02 Lo f I Lu 32LHIO 18K4 T 4-, 18K6 0- 181-1-102 18K4 0 181-1-102 uj 18K4 181-1-102 CL 44LH12 32LHIO U) (D Lu 44LH12 w 32LH10 18K6 U) in 18K6 (D (D 44LH12 181-1-102 Lu ca m 18K4 32LH10 18K4 LU C) 44LH12 rj EE I 44LH12 IN m 02 321-1-108 12 1 71111 Nj 4— ---l�-----�T----��-----7R--7--7�-----�-----���—------------------ ------ -----�------�----- 7-------�---- ---- / / | | --' | / |y 1 18LH02 | | < 44LH12/\3 �57 40A | BOL ED DIAG, NAL BRIE IOING DECK ATTACHED W/ 5/8" PUDDLE WELDS IN 36/4 PATTERN AT SUPPORTS, #10 TEK SCREWS @ BOL ED DIAG NAL BRIE CD M CD m CD BOL ED DIAG NAL BRIE 3ING �.2 (I 51-211 751-011 IJOISTS SPACED 55'-0" O'C' 6 DECK ATTACHED W/ 5/8" PUDDLE WELDS IN 36/4 PATTERN AT SUPPORTS, #10 TEK SCREWS @ 15" O.C, AT SIDE LAPS ROOF FRAMING PLAN —A ---- --------------------------------------- (5D 06 | "BRIDGE" FRAMING PLAN n SCALE: 7/8~=1'-0" DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF |NQ ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, IED, PUBLISHED, OR USED IN WHOLE OR PART VY0H0QT TEN CDNSENT, THEY ARE TO BE USED ONLY FOR THE SITE JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. � F 100% ECONSTRUCTION :DOC'S]. Iss ISSUE DATE: 9-21 —11 CL c1c s (c //4\ El 22-0.1 18'-0" 17'.8" 16-0. 21'-4" lb. T,O. C6� 0. L­A­-_� J L 1- L L ­ ti L H: -A im L V, i L L ...... C13. L -7-7- 1 1 7 ­ T -'--I--' -; ------- - >—< 71 11 17 � 2 'iHISS8X4X1�4,, H SS 8X4XI44-- - HSS8X4X1/4 HSS8X4X1 /4 F(�S8MX114 1-1 0 1:6 TOP BRACING ASSEMBLIESII 'j, F i- SPACED AT 48- +/– O.C., (QUANTITY - 23, 0 0 5) cd CID LINE OF TOP OF 0 OPE11i MPICAL co CD STOREFRONT 0 co1 1% co .01 m co co x 9 X* X 3: G7 l v 7 7 1 ST FLOOR A' q 1– '7 7 ................ ... —0, :-07-� -77-7777771 p, 22'-8" 25'-8" 17'-111,27-61 10'-51/2" 1 V-5 1/2" 4'-0" _STRUCTURAL ELEV-1 nc (6) STRUCTURAL ELEV-3 FA T. 0. C. M. U. -& -1 ST FLOOR A-\ 01-01, T.O. FTG. L A El El REINFORCING STEEL I_ L SIZE W X D REMARKS 15'4' 14'-8" 14 -8' 1 5'4- 71 f, CONT. BARS STIRRUPS CL F --------- A� 1- 1-,I J I 1- j (2) #5 TOP & #3 ®12"' O.C. 14 BOTTOM .. . ...... . MB -1 CB -2 12" X 24" (3) #5 TOP #3 @ 12" O.C. 7, �­"".177, �7 z -7- i ­ f L L.. L -T, L Ft - T-r CB -3 12" X 40" (3) #7 TOP T 1 7-1 --f— T- -;i I . ... .. I -T 1' i ­­ 1 ......... 7 F I -11, T 1 T T M B-1 ­- -L .--- 7-7 7 ..... ... .. . ...... . .. ....... .... I]- F F T T 1 F I 7 7-1 ­'­­ 1-1 C) ...... .... ....... H------ 12" X 24 '7 '7 171 -- T------- BOTTOM CB -16 12" X 48" (3) #7 TOP & BOT. #3 @ 12" O.C. ev, -2 2 #4018 STIRUP CB -7 12" X 20" (2) #5 TOP & #3 @ 12" .. CX, 0 6" X 16" (2') #5 TOP & BOTTOM . ... ... . . . PC -3 PC -3 PC -3 MB -1 12" X 8" (2) #5 CONT, _J ­–L–AL.. ..... j--im j----� 1w X X > T j C? IN EA. COURSE F MS -3 8f� x 8$1 x x 8" X 16" (1) #5 CONT� IN EA, COURSE MB -5 6" X 16" 9 d IN EA, COURSE zt9 PC -1 12pt X 8" x <CL LL PC -2 12" X 16" (2) #5 TOP & > PRECAST CONC. & K. 0. BOTTOM BLK. CONC, LINTEL PC -3 12" X 24" (2) #5 TOP & PRECAST CONC, & K.O. 1X; J J \[J 77 1 7 164" 12'-0" 2'-8" 12'-0" 21-8" 12--0" 31.411 STRUCTURAL ELEV-3 FA T. 0. C. M. U. -& -1 ST FLOOR A-\ 01-01, T.O. FTG. L A El STRUCTURAL ELEV-2 1 /8" = 11,10.1 T.O. C.M,1U. 28' :01---1 ST FLOQR-. 01 - 0.1 T.O.15 FTG ;� - 7 STRUCTURAL ELEV-4. ;E STRUCTURAL ELEV-5 FAI T.Q. C.M,U ' U`---� 26' - 8" .9 1ST FLOOR A�\ —0, :-d,, \Jv T.O. G. A-\ _7 -0" T.O. q-mm-1u­Ar1\ 28' - 0" 'Iff ST FLgOR A--� 01 - 011 T.O. FTG. 1- Ro M r' A RA / T h 111"Tr— r� 0"4 1 a r— r1% I I r— DC/Al-I / L111 I CL -�IknCUULr- M13-1 REINFORCING STEEL I_ L SIZE W X D REMARKS .... ..... . 17 f, CONT. BARS STIRRUPS CL F --------- C8-1 1- 1-,I J I 1- j (2) #5 TOP & #3 ®12"' O.C. BOTTOM .. . ...... . CB -2 12" X 24" (3) #5 TOP #3 @ 12" O.C. 7, �­"".177, �7 -7- i ­ -T, L Ft - T-r CB -3 12" X 40" (3) #7 TOP T 1 7-1 --f— T- -;i I . ... .. I -T 1' i ­­ 1 ......... F I -11, T 1 T T M B-1 ­- -L .--- 7, 1 1, 4"== I]- F F T T 1 F I 7 7-1 ­'­­ C) ...... .... ....... '17' 12" X 24 '7 '7 171 -- STRUCTURAL ELEV-2 1 /8" = 11,10.1 T.O. C.M,1U. 28' :01---1 ST FLOQR-. 01 - 0.1 T.O.15 FTG ;� - 7 STRUCTURAL ELEV-4. ;E STRUCTURAL ELEV-5 FAI T.Q. C.M,U ' U`---� 26' - 8" .9 1ST FLOOR A�\ —0, :-d,, \Jv T.O. G. A-\ _7 -0" T.O. q-mm-1u­Ar1\ 28' - 0" 'Iff ST FLgOR A--� 01 - 011 T.O. FTG. 1- Ro M r' A RA / T h 111"Tr— r� 0"4 1 a r— r1% I I r— DC/Al-I / L111 I CL -�IknCUULr- W/(1) #5 VERT. Pf��C-AtT WI(l) K,O. BLOCK LIM 1 11 0 WALL RE NF. SCHEDULE MARK REINFORCING F±] #5 0 48" O/C (VERTJ ED #5 @ 40" O/C (VERT.) STRUCTURAL ELEV-6, STRUCTURAL ELEV-7 1/81, = 11-011 1 ST FLOOR Ar\ '&-oo _QF - T.O. FTG. Ar-\ -2- - 0" NAF T.O. C.M.U. 26'- 8.7 ,L 1ST FLOOR 0, - 01 a-19 . T.OSFT- li 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 u cn0 c� => o ui ui z z uj " co 01 Q. 2 cz= ftrL CONTRACT DATE: MAY 6, 2011 �o v— Lu Lo Qt� , Z) oc) z Lzi po cy) 0 W. 0 p I 0 or_ Z z V) ui > V) L Lij Li L E) ?��-j 00 0 C) T- Z 0 Lu 0 0 Cc; Z z cr L5 L) r U) STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, S6.0 REINFORCING STEEL MARK SIZE W X D REMARKS CONT. BARS STIRRUPS CL C8-1 12" X 16 (2) #5 TOP & #3 ®12"' O.C. BOTTOM CB -2 12" X 24" (3) #5 TOP #3 @ 12" O.C. CB -3 12" X 40" (3) #7 TOP #4 0 18" O.C. (3) #7 BOTTOM CB -5 12" X 24 BOTTOMTOP & #3012" (D.C. BOTTOM CB -16 12" X 48" (3) #7 TOP & BOT. #3 @ 12" O.C. #4018 STIRUP CB -7 12" X 20" (2) #5 TOP & #3 @ 12" BOTTOM CB -8 6" X 16" (2') #5 TOP & BOTTOM #3 @ 8" O, C. MB -1 12" X 8" (2) #5 CONT, MASONRY BOND BEAM MB -2 12" X 16" (2) #5 CONT. IN EA. COURSE MS -3 8f� x 8$1 (1) #5 CONT. MB -4 8" X 16" (1) #5 CONT� IN EA, COURSE MB -5 6" X 16" (1) #5 CONT. IN EA, COURSE zt9 PC -1 12pt X 8" (2) #5 CONT. PRECAST LINTEL PC -2 12" X 16" (2) #5 TOP & PRECAST CONC. & K. 0. BOTTOM BLK. CONC, LINTEL PC -3 12" X 24" (2) #5 TOP & PRECAST CONC, & K.O. B6TTOM BLK. CONC. LINTEL (2) #5 TOP & PRECAST CONC. & K. 0. PC -4 12" X 32" BOTTOM BILK. CONC, LINTEL PC -5 8" X 8" (1) #5 CONT, PRECAST CONCRETE LINTEL 8" X 16" (1) #5 TOP & PRECAST CONC & K.O. PC -6 BOTTOM BLK. CONC, LIN"TEL PC -7 61, x 8" (1) #5 CONT, PRECAST CONCRETE LINTEL — FC FILLED CELL . . . ...... .. W/(1) #5 VERT. Pf��C-AtT WI(l) K,O. BLOCK LIM 1 11 0 WALL RE NF. SCHEDULE MARK REINFORCING F±] #5 0 48" O/C (VERTJ ED #5 @ 40" O/C (VERT.) STRUCTURAL ELEV-6, STRUCTURAL ELEV-7 1/81, = 11-011 1 ST FLOOR Ar\ '&-oo _QF - T.O. FTG. Ar-\ -2- - 0" NAF T.O. C.M.U. 26'- 8.7 ,L 1ST FLOOR 0, - 01 a-19 . T.OSFT- li 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 u cn0 c� => o ui ui z z uj " co 01 Q. 2 cz= ftrL CONTRACT DATE: MAY 6, 2011 �o v— Lu Lo Qt� , Z) oc) z Lzi po cy) 0 W. 0 p I 0 or_ Z z V) ui > V) L Lij Li L E) ?��-j 00 0 C) T- Z 0 Lu 0 0 Cc; Z z cr L5 L) r U) STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, S6.0 REINFORCING STEEL MARK SIZE W X D REMARKS CONT. BARS STIRRUPS CL C8-1 12" X 16 (2) #5 TOP & #3 ®12"' O.C. BOTTOM CB -2 12" X 24" (3) #5 TOP #3 @ 12" O.C. CB -3 12" X 40" (3) #7 TOP #4 0 18" O.C. (3) #7 BOTTOM CB -5 12" X 24 BOTTOMTOP & #3012" (D.C. CB -16 12" X 48" (3) #7 TOP & BOT. #3 @ 12" O.C. #4018 STIRUP CB -7 12" X 20" (2) #5 TOP & #3 @ 12" BOTTOM CB -8 6" X 16" (2') #5 TOP & BOTTOM #3 @ 8" O, C. MB -1 12" X 8" (2) #5 CONT, MASONRY BOND BEAM MB -2 12" X 16" (2) #5 CONT. IN EA. COURSE MS -3 8f� x 8$1 (1) #5 CONT. MB -4 8" X 16" (1) #5 CONT� IN EA, COURSE MB -5 6" X 16" (1) #5 CONT. IN EA, COURSE zt9 PC -1 12pt X 8" (2) #5 CONT. PRECAST LINTEL PC -2 12" X 16" (2) #5 TOP & PRECAST CONC. & K. 0. BOTTOM BLK. CONC, LINTEL PC -3 12" X 24" (2) #5 TOP & PRECAST CONC, & K.O. WALL RE NF. SCHEDULE MARK REINFORCING F±] #5 0 48" O/C (VERTJ ED #5 @ 40" O/C (VERT.) STRUCTURAL ELEV-6, STRUCTURAL ELEV-7 1/81, = 11-011 1 ST FLOOR Ar\ '&-oo _QF - T.O. FTG. Ar-\ -2- - 0" NAF T.O. C.M.U. 26'- 8.7 ,L 1ST FLOOR 0, - 01 a-19 . T.OSFT- li 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 u cn0 c� => o ui ui z z uj " co 01 Q. 2 cz= ftrL CONTRACT DATE: MAY 6, 2011 �o v— Lu Lo Qt� , Z) oc) z Lzi po cy) 0 W. 0 p I 0 or_ Z z V) ui > V) L Lij Li L E) ?��-j 00 0 C) T- Z 0 Lu 0 0 Cc; Z z cr L5 L) r U) STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, S6.0 CL STRUCTURAL ELEV-6, STRUCTURAL ELEV-7 1/81, = 11-011 1 ST FLOOR Ar\ '&-oo _QF - T.O. FTG. Ar-\ -2- - 0" NAF T.O. C.M.U. 26'- 8.7 ,L 1ST FLOOR 0, - 01 a-19 . T.OSFT- li 3 DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE )JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 u cn0 c� => o ui ui z z uj " co 01 Q. 2 cz= ftrL CONTRACT DATE: MAY 6, 2011 �o v— Lu Lo Qt� , Z) oc) z Lzi po cy) 0 W. 0 p I 0 or_ Z z V) ui > V) L Lij Li L E) ?��-j 00 0 C) T- Z 0 Lu 0 0 Cc; Z z cr L5 L) r U) STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO, S6.0 CL CC 100% CONSTRUCTION DOC'S. ISSUE DATE- 9-21 -11 A c El El V v/. 77"—' MIB'1 T.O. C,M�U. �Z­ 28' - I MB -1 C M, U. =77 7 -7 7., -1. -8.. 71.71, j L ____i AL -AL _J 4- LF -1 I _1 L 7 �QB-7 ? J MB -1 T 22 0" T""T' I 1" 7- ko 7. I - ­ ­1� - - i - I ­ � " I - 1 - T - � 1 - - 1 F ­_ __1' F_ 1" 1- 7 T" 1 7- . ..... -7 r 1 1 7--F-- --`]-,l ; I I I I I I I -r`- I."- L, 11- ,� :,-, "' - , I I__ L I - T X 7-7' ___T_ 7__ __T 1 --F I - 1 7 1 1 1 F 7" . .... .. ----------- T 7 1 -1- -_F r F '7-7 T- T Id . -1 11-1 il­ "L, __ t-, _111­r� _ ­...­ ­­ - - r, r _7 I _-�cj 1 1-1. F ­­ 1� , F T-7' -(q 7 -F T 7 7 -1 -1 T_ " - 'l - - I" ­ - ­­­ . 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C? b PC4 -9 0? 00 PC -2 CL 9 Z P C - 2 �,: ]_ b MB -1 i 9 d PC -2 co d" PC- I CL IITF CL r 1771 C -Z C) dx ILL ILL . b LL 9 1 7 b CD b co j co m _T -T 0 7"" 1- F 1 ST FLOOR 1co 1 ST FLOOR 1h 1ST FLOOR, �7.,L 7aa 767-- 0. l ------ -01 1II77 . ...... 1 . ......... F_ T F ---------- IT 0. FTG. I T" -2' - 0" V/ O_ 4-4- 4'.0', 31-j" 3-4- �2'-8", 4'-0` 4'-8" 4'-W 3'4" 12'4' 3-4- 8--1 14'4' 7--A-1 101-01, 291-41' -8 4' 8.. 4-8 32'-8" 8 4-8 8'4 3 4 STRUCTURAL ELEV-9 r --- I (A (4D El 19'-8" T.O. C,M�U. T. 0. C. M, U. T.O. C.M.0 T.O. C.M.U. C B-1 24 24' 24' 24' C B 2, IIII1> r= J L ...... ... ... ..... .. I- T- ------- - ------ ..... . ......... r- I-- T_ I F I I I i I I I ICONTRACT DATE: II l M B-1 . .... ... IMAY 6, 2011 co I- -,1 0 0 T M B-3; -I- -T' .11, - .­ -11-1111", -r " -­­[ 1-I.- I --I 1 L T_ '--]--'-T ......... I- I- T"" F_ 1 T� -T .0? F........ . .... .... .. .... ... ri. 1� "T II, . ... . ... -1 1-- 1-- 1 .... ... I ­ - ­ / 0 ­_ 0 .. ..... F.- IILo 1IB71 cl� ca . ..... .. L 0 LL 9 0 ()o z b LiD. _L . .... .... ........... ... 0 10 . ........ .... or) r -T I' I 0. Icr 1 ST FLOOR 1STFLOOR A 1 7' ol T.O.FTG III ST FLgQR 1 ST FLOOR TO. FTG. T.0, FTG. 7 Z T T .2 _2' I 2--1 7--4" :2�- Lu b- uj z Lu STRUCTURAL ELEV-12 STRUCTURAL ELEV-13 STRUCTURAL ELEV-14 Z 5 6 7 1/8" V-0" 0 00 C) T_ U-) z ul) 0 Lu 0 0 40 r% c; (7) n6 Z Z 7) (6) 1 0 cr El El El El CL U- 0 El El 77 7 T.O. C.M.U. T.O. BI�LPilljM—SE�.V T,, BEAM E f — - — ' I X 01 C B 20' 8" 2 p'y8-'7& CB -44, CB --8 L _7 _T_ I L 1 'I . I ... .. r 1 1'', F- 7 T. 0. C. M. U. M B-4 ........ .... L9 T.O. C,M U IIoT ------ IIu ...... MB -5 Irm B-5 T, 0. C. M. U. I4 9' - 4" B-3 PC -7 -5 7 ......... PC I0 L) �y) 1b ILL STRUCTURAL 0 L) p L) > -1 T Cdd LL — -- b L.L U- 1ELEVATIONS I1......... . . ... ... I. . ..... 9 F-'-! . ...... 1STFLOOR ISTFLOOR Ill T -T 1 ST FLOOR 01 ..�.777 Io" 7 - 01. 1 ST FLOOR 1 ST LOOR 1 ST FLOOR AI 0', T.O. FTG. 7177 .. ..... ... 0 -1-T-7 T.O. FTG. T.O. FTG. Ar% 1G. L/ -2' 0" DESIGNED BY: 0., 0" \_v DRAWN SY� CHECKED BY. JOB NO. 2011-21 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET NO. S RUCTURAL ELEV-16 STRUCTURAL ELEV-17 , STRUCTURAL ELEV-20 SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, t STRUCTURAL ELEV-8 T. STRUCTURAL ELEV-15 9 10 13 -)R PART WITHOUT COPIED, PUBLISHED, OR USED IN WHOLE 1. WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND 1 PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. T T. 0. C. M. U._ 20',8" ST FLOOR At -N T.O. FT -f- AA FA] STRUCTURAL ELEV-22 U 9 R A, 0, - 07-70 1G. A--, -2' - 07_'Z�W ce T.O. (I-mr 9 ajFLO?�__.5� ol 0, �-1. O. -f T -2- STRUCTURAL ELEV-23 STRUCTURAL ELEV-24 1 , 3 8" = 1'-0" 1/8" = 1'-01. _ 1 1. T.O. 2C 13'-4" 20'�()" 20 -0 81 oc) ............. 0 G ai C) C q) I z xx, XAl7X>5�XXyXXX xxx, xx" iso LuZ J§-[ FL( Z ui (f) — - L-0-1 U 9 R A, 0, - 07-70 1G. A--, -2' - 07_'Z�W ce T.O. (I-mr 9 ajFLO?�__.5� ol 0, �-1. O. -f T -2- STRUCTURAL ELEV-23 STRUCTURAL ELEV-24 1 , 3 8" = 1'-0" 1/8" = 1'-01. _ 1 1. STRUCTURAL ELEV-26 T2(B Section 9 1ST FLOOR 0, - 0., �,ff T.O. C.M.U. _1STFLPR AV, b. -a Qr T.O.fTG. ,N Adr"\ —T.O. C.M.U.-may 9'-4" \IF 1STFLOOR A-,\ 0-70-- \�ff ( D B El M B-1 —T.Q_C M U VAII x1l 28'- 0" 4] _E -1. 1 :C_ T T _T I F F -T J C B-2, 1 T 7 I I L I L .7 Z I'E �_77[__ lr:__TF.7_1 ] > 7_- d ca 7._l u. 0 \> L L r i L.. _7_ 7 1ST FLOOR L .....__1_.-.L.L IT ._T... .T.O. FTG r/ -2'- 10'-2" 4'-0" 9'-2" ( STRUCTURAL ELEV-27 Z� 9 81, = 1 1.0.1 p, a WIC STRUCTURAL ELEV-25 1/8" = 1"-0" T.O. BEAM 9'-4" 1STFLOOR Ar'� Section 11 -ELOOR AF-, 0, - 0,� \,P DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 'TEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 IF711 CONTRACT DATE: MAY 6, 2011 'IV 13'-4" 20'�()" 20 -0 81 oc) ............. G MB -1 C) C q) I z xx, XAl7X>5�XXyXXX xxx, xx" LuZ 0 Z ui (f) L 1: L L, L_ , J ...1_,_,. L L_ A z Lu c) z n _j ....... ....... _j 0 Z: -kd 00 Lr) . . . . . . . . . . . . . . . . _17,1 Z � , ul) T j - , - j- - , i- _L_1 L _1 _1 r z f: c) cLu 0 I U) i ........ .. L L L I L "' x, 1� j 1-,., J - J 0 rr) TjY.H_ -,-I- A -L j L-A A __L_ -L - -�:- -" - : - - �,� -: "' : ] � " - , - ­ - -1 - ' 1 . .. .. . 1 L. J" _�: L-1 L---_7 ­_..7l .1 . ...... . J­_L_,_J_,__L_ L I MB -1 t M B y- L -T- I i L PC -3 PC -3 �:L'H T T_ t > PC-5� , L 0 l< x :T�: T k� ( T X L I i T -1—__ j:_ c) : CL .0 I 0_ , cr, Co .1XII _T ­ F 7 T 7- -1-F-1-7--,"1 O ca ly T__ I I T 0 a x F 1� �K X X X X, r T T T- 7 7 7 7 7 7 7 "<`1 X X u - LL 7 1 I- L L-11-rl- 'IS T- F '55 I T U ".1 J c T_ 7 T 7-7 —1 1 ... . ...... . ..... .. X, 7� L -1-71-i 7 < < �x T_ I r 1 -7 <X, 1- I. r i 131-411 8'-8" 8.-81. 181-81, 81-81. 2'-8" 8-4' 6'-0.. 3'4- 4'-0" �12'-8-- STRUCTURAL ELEV-26 T2(B Section 9 1ST FLOOR 0, - 0., �,ff T.O. C.M.U. _1STFLPR AV, b. -a Qr T.O.fTG. ,N Adr"\ —T.O. C.M.U.-may 9'-4" \IF 1STFLOOR A-,\ 0-70-- \�ff ( D B El M B-1 —T.Q_C M U VAII x1l 28'- 0" 4] _E -1. 1 :C_ T T _T I F F -T J C B-2, 1 T 7 I I L I L .7 Z I'E �_77[__ lr:__TF.7_1 ] > 7_- d ca 7._l u. 0 \> L L r i L.. _7_ 7 1ST FLOOR L .....__1_.-.L.L IT ._T... .T.O. FTG r/ -2'- 10'-2" 4'-0" 9'-2" ( STRUCTURAL ELEV-27 Z� 9 81, = 1 1.0.1 p, a WIC STRUCTURAL ELEV-25 1/8" = 1"-0" T.O. BEAM 9'-4" 1STFLOOR Ar'� Section 11 -ELOOR AF-, 0, - 0,� \,P DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 'TEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 IF711 CONTRACT DATE: MAY 6, 2011 STRUCTURAL ELEVATIONS/ SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. S6.2 T mm� oc) G cy) r" C) C q) I z GN LuZ 0 Z ui (f) Lu z Lu c) z n _j C) _j 0 Z: -kd 00 Lr) T w Z � , ul) C) Z r z c) cLu 0 U) Z LLJ .4- v- 0 rr) STRUCTURAL ELEVATIONS/ SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO, 2011-21 SHEET NO. S6.2