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HomeMy WebLinkAbout78 Mission Blvd (a)AN ADDITION FOR: U 0 0 C 0 N N m M y U CD d N L e 0 7 roQ .0 U_ cc a yQ a IC -1 0 ¢ c5 M U W o" 2 _jLL n r ¢ >L 68 Q 8N f u E WW 2 ■ ■ 05 g a � Michaelenc. _ THE DESIGN PROFESSIONAL DENIES ++ _ ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE architecture . engineering . interiors FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. PROJECT DIRECTORY: COPYRIGHT ® MICHAEL BRADY INC 2010 OWNER: MECHANICAL ENGINEER: CIVIL ENGINEER: NEW TRIBES MISSION MICHAEL BRADY INC. MICHAEL BRADY INC. RICHARD SEE JON CRYE, P.E. LOUIS CORTINA, P.E. 78 MISSIONS BLVD, 299 N. WEISGARBER RD. 299 N. WEISGARBER RD. SANFORD, FL. 32771 KNOXVILLE, TN 37919 KNOXVILLE, TN 37919 407-323-3430 865-584-0999 865-584-0999 ARCHITECT: ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: MICHAEL BRADY INC. MICHAEL BRADY INC. WCT ASSOCIATES INC, SCOTT MALENOCK CHARLES H. POWELL JR., P.E. CARL TAYLOR, P.E. 100 COLONIAL CENTER PKWY, 299 N. WEISGARBER RD. 4251 SPRUCE CREEK RD.` SUITE 230 KNOXVILLE, TN 37919 BUILDING I, SUITE I LAKE MARY, FL. 32746 865-584-0999 PORT ORANGE, FL 32127 407-585-0330 386-265-4911 LIST OF DRAWINGS:. Z O H SANFORD BUILDING DEPT. _GENERAL 'HESE PLANS ARE REVIEWED FlND CONDITIONALLY CVR COVER SHEET ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL. BE � J CONSTRUED TO RE A LICENSE TO PROCEED WITH m THE ANOF THE CANCELKAATEROR SET ASD OTIE: TO z ARCHITECTURAL PROVISIONS OF THE TECHNICAL. CODES, NORSHALL C) A0.1 LIFE SAFETY PLAN ISSUANCE- OF A PERMIT PREM -TNT THE BUILDING DEPT FROM THER._4FTER REQUIRING A CORREC- A1.1 DEMOLITION PLAN, FLOOR PLAN TION OF ERROF2S ON THE PLANS, CONSTRUCTION N OR OTHER VIOLATIONS OF THE C_)grS, F-1 r>7 A2.1 DOOR SCHEDULE, DOOR/FRAME ELEVATIONS 4 DETAILS U_ A3.1 ROOF PLAN AND DETAILS Z A4.1 EXTERIOR ELEVATIONS w CL A5,1 WALL SECTIONS M A5.2 WALL SECTIONS C0 O Q A5,3 WALL SECTIONS V A5.4 WALL SECTIONS O A6.1 INTERIOR ELEVATIONS, ENLARGED PLAN5, H AND DETAILS r A7.1 REFLECTED CEILING PLAN AND DETAILS Z STRUCTURAL 51.1 FOUNDA4)N PLAN w 53,1 ROOF FRAMING PLAN NATIONS ROAD AND 54.1` STRUCTURAL NOTES ANDrDETAILS 55.1 STRUCTURAL DETAILS MECHANICAL M0.1 MECHANICAL SPECIFICATIONS, NOTES, ABBRIEVIATIONS, dt LEGEND MISSIONS BLVD. MIA MECHANICAL FLOOR PLAN - HVAr. 11 . M2.1 MECHANICAL FLOOR PLAN - PIPING M3.1 MECHANICAL SCHEDULES M4.1 MECHANICAL DETAILS �[)0`" P0.1 PLUMBING SPECIFICATIONS, NOTES, ���"`""" ABBRIEVIATIONS, & LEGENDSANFORD FL. 32771 0 P1.1 PLUMBING FLOOR PLAN -WASTE ZO P1.2 PLUMBING FLOOR PLAN -WATER o � P2.1 PLUMBING SCHEDULE P3,1 PLUMBING DETAILS Q Z Q ELECTRICAL ENGINEERING E0.1 ELECTRICAL LEGEND 6 GENERAL NOTES THIS DRAWING HAS BEEN ISSUED: E1.1 ELECTRICAL FLOOR PLAN - POWER E1.2 ELECTRICAL FLOOR PLAN -MECHANICAL O REVIEW ONLY - - ❑ FOR PERMITTING ONLY MAGNETIC POWER U SCHEMATIC DESIGN ABBREVIATIONS VICINITY MAP NORTH PROJECT INFORMATION: E2.1 ELECTRICAL FLOOR PLAN - LIGHTING ❑ DESIGN DEVELOPMENT E3.1 ELECTRICAL FLOOR PLAN - ■ CONSTRUCTION DOCUMENTS W. 15T ST. COMMUNICATIONS A FIRE ALARM A.F.F -ABOVE FINISH FLOOR MET. -METAL --- --___ ALT, -ALTERNATE MG. - MANUFACTURING ------_ E4.1 ELECTRICAL FLOOR PLAN - AUDIO/VISUAL Drawing Title: ALUM. -ALUMINUM MFG. - MANUFACTURERPROJECT DESCRIPTION: NUMBER OF STORIES: 1 STORY E4.2 SOUDN SYSTEM & DIMMING RACK DETAIL COVER SHEET ARCH. -ARCHITECTURAL MIN. - MINIMUM E4.3 PROJECTOR SCREEN MOUNTING HEIGHT & =`� AC.T. - ACOUSTICAL TILE MISC. - MISCELLANEOUS N.T.S. NEW TRIBES MISSION HEIGHT OF BUILDING: PROJECTOR MOUNTING DISTANC CEILING N.I.C. - NOT IN CONTRACT ASPH. -ASPHALT N.T.S. - NOT TO SCALE JURISDICTION: (AVERAGE HEIGHT FROM FINISH FLOOR) E5.1 PANELBOARD SCHEDULES B.F. - BOTTOM FACE NO., # - NUMBER CITY OF SANFORD ALLOWABLE: 40'-0" E6.1 RISER DIAGRAM BSMT. -BASEMENT O.C, - ON CENTER B.M. - BENCH MARK O.D. - OUTSIDE P.O. BOX 1788 ACTUAL: 35'-9" E6.2 ELECTRICAL DETAILS BLDG. -BUILDING DIAMETER Grand total: 37 BLK. -BLOCK P. - PLATE SANFORD, FL 32772 OCCUPANT LOAD PER FLOOR: SRG. - BEARING PLAS. - PLASTIC CELERY AVE 407-688-5331 FBC: 668Dom. Date: 08/06/10 C.B. - CATCH BASIN PLAS. LAM. - PLASTIC ��� C.J. -CONTROL JOINT LAMINATE -r"= PLANS ARE REVIEWED AND CONDRIOT�AL.1-Y Desi S CH.S. - CHALK BOARD PLYWD. - PLYWOOD PROJECT CONTACT PERSON: BUILDING AREA ACCEPTED FOR PERMIA PERMIT ISSUED SHAD - LICENSE TO PROCEED WITH TH 9 / Designed B'57CLC. - CEILING PTD. -PAINTED 5T 11031 SQUARE FEET CONSTRUED TO BF= A Lu - SCOTT MALENOCK 'THF. WORK AND PJO'1" !:5 ,AUTHORITY TO VIOLATE, CLO5., CL. - CLOSET RAD. -RADIUS Q MICHAEL BRADY INC. Drawn B�/ NATIONS RD. CANCEL. ALTER, I'• �� •`'P'T Ag,DE ANY Oh THE CXR. -CLEAR R.D. -ROOF DRAIN LJ SANCTUARY: 8467 SQUARE FEET Reviewed By: SDM COL. - COLUMN RINF. - REINFORCING Lu 100 COLONIAL CENTER PARKWAY SUITE 230 LU PROVISION[ Of 1 FIE TECHNICAL_ CODES. NOR SHALL q ADMINISTRATION: 2564 S UARE FEET ISSUANCE OFA PERMIT PR VENT THE EIUIRR COMP. - COMPOSITION REQ'D. - REQUIRED > H LAKE MARY, FL 32746 Q ADEPT FROM THt REAFTHE REQUIRING LNG A RUCTIO - CONC. -CONCRETE R5. -RISER Q > 407-585-0330 TION OF ERRORS ON THE PLANS. CONSTRUCTION CON5T. - CONSTRUCTION RM. -ROOM OR OTHER VIOLATIONS OF THE CODES, Comm. No. SM080008 C.M.U. -CONCRETE MASONRY R.O. -ROUGH OPENINGZ Z BUILDING AREA ALLOWABLE PER 2007 FBC TABLE 503: ` Revisions: UNIT RB,T. - RUBBER TILE � Q LU C.T. - CERAMIC TILE sCHED. - SCHEDULE LL V APPLICABLE CODES: UNLIMITED SQUARE FEET C DTL. -DETAIL S.C.WD. - SOLID CORE WOOD V) V) V) D., DIA. - DIAMETER SECT. - SECTION DESIGN CODES/EDITIONS ON. - DOWN SHT. -SHEET DWG. -DRAWING SIM. - SIMILAR 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENT D.F. -DRINK FOUNTAIN SPECS. -SPECIFICATIONS 2007 FLORIDA PLUMBING CODE W/ 2009 SUPPLEMENT D.S. - DOWNSPOUT SQ.FT. - SQUARE FEET EA, EACH STD. -STANDARD 2007 FLORIDA MECHANICAL CODE W/ 2009 SUPPLEMENT E.F. - EACH FACE STL. - STEEL 2005 NATIONAL ELECTRICAL CODE ELEC. -ELECTRIC STOR. -STORAGE E.W.C. - ELECTRIC WATER S.D. - STORM DRAIN 2003 LIFE SAFETY CODE (NFPA 101) COOLER SUSP. - SUSPENDED 2007 FLORIDA FUEL/GAS CODE W/ 2009 SUPPLEMENT E - EXISTING SQ. - SQUARE MATERIALS LEGEND Sheet EXIST. -EXISTING T.B. -TACK BOARD EXT. -EXTERIOR T'HOLD - THRESHOLD REVIEWED eet: No. E.J. -EXPANSION JOINT TLT, -TOILET TYPE OF CONSTRUCTION: of /''� /1� F.E. -FIRE EXTINGUISHER TD., TDS. -THREAD (5) FBC: TYPE V -B ��' pQQ"��� (� �/ �[ RIGID INSULATION, ao F.D. -FLOOR DRAIN TYP. - TYPICAL CONCRETE BLOCK a �• CQNCRETE IN SECTION INSULATED PANELS , cl OCCUPANCY: O FT. - FOOT ' - U. -URINAL _ Sanford Fire Prev iv. SCOTT D. MALENOCK o FTG. - FOOTING V.I,F. - VERIFY IN FIELD FBC: R-3 AR92510 I 960 GALV. - GALVANIZED IRON V.S. - VENT STACK BRICK SOIL IN SECTION PLYWOOD � G.A. -GAUGE VOL. -VOLUME Date. H GYP. - GYPSUM V.T. - VINYL TILE > H.B. - HOSE BIB VERT. - VERTICAL W Ir H.C.WD. HOLLOW CORE WOOD WSCT. - WAINSCOT o HOW. -HARDWARE W.C. -WATER CLOSET METAL IN SECTION CRUSHED STONE FINISH WOOD o HGT. HEIGHT W.H. - WATER HEATER �I o CLH.M. HOLLOW METAL WPFG. - WATERPROOFING II..LX ao Zy I'D. - INSIDE DIAMETER W.F. - WIDE FLANGE $ IN. -INCH WDW. - WINDOW : ; ; _ GYP. BOARD, PLASTER, INV. -INVERT WD. - WOOD ' `'': -- OR CONCRETE IN PLAN BATT INSULATION WOOD FRAMING / 0 o JAN. -JANITOR W/ - WITH AS NOTED 3N JST. -JOIST W.W.F. - WELDED WIRE FABRIC 0 <a LAV. -LAVATORY W.W.M. - WELDED WIRE MESH Y 0 Ib. - POUND L - ANGLE M.H. - MANHOLE @ -AT MAX. -MAXIMUM C -CHANNEL MECH. - MECHANICAL 0 -ROUND BUILDING MAGNETIC NORTH NORTH LIFE SAFETY PLAN SCALE: 1/16" = V-0" LIFE SAFETY PLAN LEGEN b Room nan c�` i ROOM NAME 101 - ROOM NUMBER Ac ROOM OCCUPANT TYPE OCC. - Occugp"ry `` ASSEMBLY WITH CHAIRS ONLY 150 s� -- ROOM OCCUPANT COUNT \ DENOTES SPACE USED FOR L ROOM AREA 327 SF FIRE ALARM HORN/FLASHING Au STROBE LIGHT COMBINATION 381 SF 26 UNIT COPY/STORAGE COMBINATION EXIT LIGHT 300 SF AND EMERGENCY LIGHT 1 0 EXIT LIGHT RESTROOM EMERGENCY LIGHT sc DENOTES SPACE USED FOR SERVING CENTER PURPOSES O DENOTES SPACE USED FOR EXIT OCCUPANT LOAD AS ESTABLISHED BY TABLE 1004.1.2 (200) EXIT CAPACITY (ALLOWED) FE FIRE EXTINGUISHER - MTD. W/ HIGHEST OPERABLE PART @ 48" AFF MAX FEC FIRE EXTINGUISHER CABINET - MTD. W/ HIGHEST OPERABLE PART @ 48" AFF MAX PD PANIC DEVICE HARDWARE O DENOTES SPACE USED FOR BUSINESS PURPOSES OS DENOTES SPACE USED FOR CLOSET OR STORAGE PURPOSES ODENOTES SPACE USED FOR E EDUCATIONAL CLASSROOM PURPOSES / INDICATES DISTANCE TO EXIT 48' -0" PATH OF TRAVEL LIFE SAFETY PLAN GENERAL NOTES: 1. ALL ROOM OCCUPANCIES BASED ON FBC 1004.1.2. 2. CONFERENCE ROOM OCCUPANCY BASED ON 2007 FBC SECTION 1004.1.1 "ACTUAL NUMBER" 3. EXISTING CONSTRUCTION OCCUPANCY BASED ON RESIDENTIAL OCCUPANCY OF 200 GROSS @ APPROX. 6919 SQ. FT. 4. TOTAL OCCUPANCY CALCULATED AT 668 BASED ON 661 FOR NEW CONSTRUCTION AND 25% OF EXISTING CONSTRUCTION (OCC - 7) M# ROOM NAME LIBRARY READING ROOM Area PURPOSES Ac DENOTES SPACE USED FOR ASSEMBLY WITH CHAIRS ONLY (NOT FIXED) AS DENOTES SPACE USED FOR L ASSEMBLY/ STANDING 327 SF PURPOSES Au DENOTES SPACE USED FOR 381 SF 26 ASSEMBLY/ UNCONCENTRATED EXIT OCCUPANT LOAD AS ESTABLISHED BY TABLE 1004.1.2 (200) EXIT CAPACITY (ALLOWED) FE FIRE EXTINGUISHER - MTD. W/ HIGHEST OPERABLE PART @ 48" AFF MAX FEC FIRE EXTINGUISHER CABINET - MTD. W/ HIGHEST OPERABLE PART @ 48" AFF MAX PD PANIC DEVICE HARDWARE O DENOTES SPACE USED FOR BUSINESS PURPOSES OS DENOTES SPACE USED FOR CLOSET OR STORAGE PURPOSES ODENOTES SPACE USED FOR E EDUCATIONAL CLASSROOM PURPOSES / INDICATES DISTANCE TO EXIT 48' -0" PATH OF TRAVEL LIFE SAFETY PLAN GENERAL NOTES: 1. ALL ROOM OCCUPANCIES BASED ON FBC 1004.1.2. 2. CONFERENCE ROOM OCCUPANCY BASED ON 2007 FBC SECTION 1004.1.1 "ACTUAL NUMBER" 3. EXISTING CONSTRUCTION OCCUPANCY BASED ON RESIDENTIAL OCCUPANCY OF 200 GROSS @ APPROX. 6919 SQ. FT. 4. TOTAL OCCUPANCY CALCULATED AT 668 BASED ON 661 FOR NEW CONSTRUCTION AND 25% OF EXISTING CONSTRUCTION (OCC - 7) M# ROOM NAME OCCUPANCY Occupant Type SF per Person Area Occupancy Load (formula) Occupancy 51)M LIBRARY L 50 SF 15 5F 327 SF 7 7 RECEPTION AU 381 SF 26 26 COPY/STORAGE 5 300 SF 141 SF 53 SF 1 0 1 RESTROOM 0 SF OFFICE #3 --_ -- — B 100 SF 196 SF 2 2 OFFICE #2 B 100 SF 194 SF 2 2 STORAGE 5 300 5F 92 SF 1 1 OFFICE #1 B 100 SF 50 5F 226 5F 486 5F _ 3 10 _- 3 10 CONFERENCE ROOM B STORAGE 5 300 SF 103 SF 1 1 STORAGE 5 300 SF Not Placed 0 1 — -- WOMEN 0 SF 414 SF 0 LOBBY AS 5 SF 100 SF 512 5F 103 104 AUDIO/VISUAL MEN B 67 SF 1 1 0 SF 300 SF 317 SF 0 JANITOR/UTILITY SERVING CENTER 5 SC 106 SF i i 200 SF 271 5F 2 2 CHAIR STORAGE S 300 SF 168 SF 183 5F 1 10 1 9 CLASSROOM E 20 SF CLASSROOM E 20 SF 340 SF 18 17 ASSEMBLY 0 SF 4127 SF 210 5F 453 1 453 1 ELECTRICAL 5 300 SF PHONE/COMPUTER 5 300 SF 122 SF 1 1 CHAIR STORAGE 15 1300 SF 213 SF 1 1 CLASSROOM JE 120 SF 321 SF 17 16 YANITOR/UTILITY 117 05 OCC. - 1 106 SF 661 TKE 'a E cm n U 0 o O 2 U z O O S W 0 U O uWi n � z oN a E 8 W gw g a �U) O C0 a� o U co" L CDO m o O THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT a MICHAEL BRADY INC 2010 THIS DRAWING HAS BEEN ISSUED: ❑ FOR REVIEW ONLY I I FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN ❑ DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: LIFE SAFETY PLAN Date: 08/06/10 Designed By: 50M Drawn By: MAC Reviewed By: 51)M Comm. No. SM080008 Revisions: Sheet: Sheet No. of A0.1 SCOTT AR9251( DETAIL SCALE: 3/4" = 1'-0" EXISTING CMU AND WOOD STUD WALL 8" CMU WALL W/ 1-1/2" MTL. "Z" FURRING CHANNELS @ 24" O.C., RIGID INSULATION, AND 5/8" GYP, BD. PROVIDE EXPANSION JOINT BETWEEN EXISTING AND NEW CONSTRUCTION 3 5/8" MTL. STUD WALL W/ 5/8" GYP. BD. EACH SIDE ALIGN NEW FINISH WITH EXISTING DETAIL SCALE: 3/4" = 1'-0" DETAIL SCALE: 3/4" = V-0" EXISTING CMU AND WOOD STUD WALL REMOVE EXISTING SIDING AND APPLY 5/8" GYP, BD. OVER 1 -1/2" MTL. "Z" FURRING AT 24" O.C. PROVIDE EXPANSION JOINT BETWEEN EXISTING AND NEW CONSTRUCTION 8" CMU WALL W/ 1 -1/2" MTL. "Z" FURRING CHANNELS @ 2'-0" O.C, RIGID INSULATION, AND 5/8" GYP, BD. 3" X 5" DOWNSPOUT 8" CMU WALL W/ 5/8" GYP. BD OVER 11/2" MTL. "Z" FURRING CHANNELS @ 24" O,C. PROVIDE EXPANSION JOINT BETWEEN SIP PANEL AND CMU CEMENT STUCCO OVER METAL LATH AND 15# FELT OVER INSULATED WALL PANEL RIGID INSULATION READ. ON ALL EXTERIOR WALLS PRECAST CONCRETE CAP A4.1 EXISTING I NEW 1 --------- - _.._ ._._..-,.. - e -------- CONSTRUCTION _... __._ ..._. __..- ._ 7 CONSTRUCTION CONSTRUCTION A5.4 44' - 8" - 26' - 8" 11' - 4" 6' - 8" le 5' - 0" " 1' - 0 D. S.I/ 110 AA D s I I A4.1 4 3_ 6 `- 111A 111 mss. i O A 5.4 / A4.1 _ ------ 9 - - / 9 A4.1 5 m Imo) A6.1 it 8A4.1 14 A6.1 1 c'• 450 O ` r. WOM D.S. 0, ��� _ 113' � • \ i, c'• X011 D.S. r >) � 114A 2. CLASSROOM rj O O, C� D.S. LOBBY - D.S. `0''114 r011 `i22A> b ' r CHAIR STORAGE r8, PHONE/COMPUTER_ 125 Y 124 A 135, C 0i Designed By: 51)M D.S. 123 Reviewed By: A SL Comm. No. 5M080008 Revisions: .6� ELECTRICAL 123 R 5' - 38 c' O• .0 D.S. _] 2 LIBRARY 101 00 M RECEPTION . __-._ V b ., o All ^� 102 102A M _ h ALIGN INTERIOR FINISH. USE 3 5/8" 20' - 1" '-' 23' - 3 3/4" MTL. STUDS @ 16" O.C. AND 1/2" GYP. BD ir PER OWNER REQUEST 7' - 3 3/4" 3' - 0" 6' - 0" r. DEMO WALLS AND DOOR <Ol� D.S. 00 4 i CO Y/STORAGE A5.4 I - 103 - - I CONFERENCE10 EXISTING OFFICE EXISTING OFFICE I ROOM °\° I _ ?OD �- I L�J 11� a? - C10A> �04 ., \ - \ N I 30' - 8" ;° 7' - 0" /J I 7' -63/8 0 to ............ ... ..-.... ... _.___ ..- A RESTROOM ' ........- 104 10 ` HALL o A6.1 OFFICE #3 0 :0 105 A "{ r N EXISTING ............... ,y ......... EXISTING' -_ . 108A -- �105A� RESTROOM RESTROOM b EXISTING STOP. �07A 106A OFFICE #1 STORAGE - 108 jo 107 -_- OFFICE #2 10 EXISTING NURSES EXISTING MECHANICAL I 4 106 N l� OFFICE LAUNDRY ROOM ...-: -F I 14' - 10" 6' - 2 5/8" 7' _ p� A1.1 16' - 3 3/4" .. o - ..........................-........_.. 1777-7 1026 II 10' - 6" 6" 10' - 6" 91-23/411 6" - 6' - 3 1/4" D.S. co - ` \ 3 2 M A1.1 I A5.3 _ STORAGE r A4.1 4 3_ 6 `- 111A 111 mss. i O A 5.4 / A4.1 _ ------ 9 - - / 9 A4.1 5 m Imo) A6.1 it 8A4.1 14 A6.1 1 c'• 450 O ` r. WOM D.S. 0, ��� _ 113' � • \ i, c'• X011 D.S. r >) � 114A 2. CLASSROOM rj O O, C� D.S. LOBBY - D.S. `0''114 r011 `i22A> b ' r CHAIR STORAGE r8, PHONE/COMPUTER_ 125 Y 124 A 135, C 3 A4.1 5 A6.1 11 � UP _.. XUDIO/VISUAL \A6f1 115 / sr, - - _ D.S. 0 / f01 1 1228 ./0, ` - `0 f -,r' 12 j'Yr,, 6• i' MEN \ 3 4 A6.1 (A6-17 ASSEMBLY <117A Jqr `.__l 1.18C 1Q0 SO' - 9" A6.1 A6.1 I 1 2 li8D ` Will kill 8 A6.1 120A UP I I3S -A CLASSROOM 121A 120 O CLASSROOM l9 121 2 A5.2 10, / 118B ° /- �� may, h\q� E ING CENSE 8 119A Y_ 118A A7.1 b- I`06o C IR STORAGE lyt 119 �i 1 - D.S. 1 p A5.2 ti ti0 2 1 01 13 A6 2 A4.1 WALL LEGEND EXTERIOR WALL - 6" INSULATED PANEL SYSTEM W/ 15 # FELT & METAL LATH W/ CEMENT STUCCO ON EXTERIOR AND 5/8" GYP. ON 1-1/2" METAL FURRING CHANNELS @ 2'-0" ON INTERIOR EXTERIOR WALL - 8" CMU W 5/8" GYP. BD. ON 1-1/2" Z FURRING @ 2'-0" W/ 1112" RIGID INSULATION ON INTERIOR. EXTERIOR WALL - 6" MTL. STUDS AT 24" O.C. W/ 15 # FELT AND EXT SHEATHING AND VINYL SIDING ON EXTERIOR AND 5/8" GYP. BD. ON INTERIOR. INTERIOR PARTITION - 3-5/8" OR 6" MTL. STUDS AT 24" O.C. W/ 5/8" GYP. BD. ON EACH SIDE. PLACE CONTROL JOINTS A MAXIMUM OF 30'-0" O.C. GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF INSULATED PANEL, OR FACE OF STUD, UNLESS OTHERWISE NOTED. "CLEAR", DENOTES FINISH TO FINISH DIMENSIONS. 2. PROVIDE PAPERLESS, WATER RESISTANT GLASS FACED GYP. BD. AT ALL WET LOCATIONS. 3, PROVIDE SOUND BATT INSULATION IN ALL TOILET ROOM WALLS FROM T0f SLAB TO TOP OF WALL. 4. ALL DETAILS OF CONSTRUCTION SHALL CONFORM WITH THE 2007 EDITIC 4W THE FLORIDA BUILDING CODE AND THE 2003 NFPA LIFE SAFETY CODE. 5. COORDINATE WINDOW SIZES WITH MASONRY OPENING SIZES PRIOR TO ORDERING AND CONSTRUCTION. DIMENSIONS ARE TO CENTER OF WINDOW. 6. TIE ALL DOWNSPOUTS INTO THE STORM WATER SYSTEM EXCEPT FOR DOWNSPOUTS ON EXTERIOR PORTE COCHERE COLUMNS 7. ALL INTERIOR FINISHES TO BE COMMERICAL GRADE CLASS "C" RATED. 8, ALL WOOD IN CONTACT WITH CONCRETE OR MASORNRY SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPERATION MATERIAL 9. ALL FASTENERS THAT COME INTO CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT WOOD COMPONENTS SHALL BE STAINLESS STEEL A4.1 D.S. ,5•,. D.S. GENERAL DEMOLITION NOTES: 1. WHERE EXISTING WALLS ARE TO BE REMOVED, THE CONTRACTOR SHALL OBSERVE EXISTING CONDITIONS AND SHALL TAKE SUCH PRECAUTIONS AS NECESSARY, INCLUDING THE PLACEMENT OF TEMPORARY SHORING TO SUPPORT THE BUILDING STRUCTURE UNTIL NEW SUPPORTING CONSTRUCTION I5 IN PLACE. 2. G.C. IS TO COORDINATE WITH OWNERS REPRESENTATIVE ON THE REMOVAL, REPLACEMENT AND/OR REUSE OF ANY EXISTING EQUIPMENT AND FIXTURES, BEFORE DEMOLITION. 3, WHERE EXISTING WALLS, DOORS, VENEERS OR FIXTURES ARE TO BE REMOVED, THE CONTRACTOR SHALL REPAIR, LEVEL AND SMOOTH THE FLOOR, CEILING AND WALL SURFACES REMAINING TO RECEIVE NEW FINISHES. 4. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN PERFORMING DEMOLITION TO PREVENT THE SPREAD OF DUST AND DEBRIS AND TO PROTECT EXISTING MATERIALS AND FINISHES FROM DAMAGE. 5, WHERE PLUMBING AND/OR FIXTURES ARE TO BE REMOVED, CAP PLUMBING LINES BELOW FLOOR, BEHIND WALL SURFACES, AND ABOVE CEILING. REPAIR SURFACES TO RECEIVE NEW FINISHES. 6. COORDINATE DEMOLITION WORK W/ ARCHITECTURAL, HVAC, PLUMBING & ELECTRICAL DRAWINGS FOR EXACT SCOPE OF DEMOLITION WORK. BUILDING MAGNETIC NORTH NORTH FLOOR PLAN - _ __ 1 Uo(D c ` c O N 3 N O ro O N Cd � U .E 'a cE LL:, Q m M g ❑ 0 0 n U O Q LL n n a m OQ E N Q FW- w O 7 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ® MICHAEL BRADY INC. 2010 0 J m V) z O 1-4 01 H M LLL 40 O O Z DC Q O Q Z o! O u - Z O a 0 4 e THIS DRAWING HAS BEEN ISSUED: ❑ FOR REVIEW ONLY ❑ FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN. ❑ DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: DEMOLITION PLAN, FLOOR PLAN Date: 0i Designed By: 51)M D.S. 123 Reviewed By: 51)M Comm. No. 5M080008 Revisions: .6� ELECTRICAL 123 R 5' - 38 c' O• 3 A4.1 5 A6.1 11 � UP _.. XUDIO/VISUAL \A6f1 115 / sr, - - _ D.S. 0 / f01 1 1228 ./0, ` - `0 f -,r' 12 j'Yr,, 6• i' MEN \ 3 4 A6.1 (A6-17 ASSEMBLY <117A Jqr `.__l 1.18C 1Q0 SO' - 9" A6.1 A6.1 I 1 2 li8D ` Will kill 8 A6.1 120A UP I I3S -A CLASSROOM 121A 120 O CLASSROOM l9 121 2 A5.2 10, / 118B ° /- �� may, h\q� E ING CENSE 8 119A Y_ 118A A7.1 b- I`06o C IR STORAGE lyt 119 �i 1 - D.S. 1 p A5.2 ti ti0 2 1 01 13 A6 2 A4.1 WALL LEGEND EXTERIOR WALL - 6" INSULATED PANEL SYSTEM W/ 15 # FELT & METAL LATH W/ CEMENT STUCCO ON EXTERIOR AND 5/8" GYP. ON 1-1/2" METAL FURRING CHANNELS @ 2'-0" ON INTERIOR EXTERIOR WALL - 8" CMU W 5/8" GYP. BD. ON 1-1/2" Z FURRING @ 2'-0" W/ 1112" RIGID INSULATION ON INTERIOR. EXTERIOR WALL - 6" MTL. STUDS AT 24" O.C. W/ 15 # FELT AND EXT SHEATHING AND VINYL SIDING ON EXTERIOR AND 5/8" GYP. BD. ON INTERIOR. INTERIOR PARTITION - 3-5/8" OR 6" MTL. STUDS AT 24" O.C. W/ 5/8" GYP. BD. ON EACH SIDE. PLACE CONTROL JOINTS A MAXIMUM OF 30'-0" O.C. GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF INSULATED PANEL, OR FACE OF STUD, UNLESS OTHERWISE NOTED. "CLEAR", DENOTES FINISH TO FINISH DIMENSIONS. 2. PROVIDE PAPERLESS, WATER RESISTANT GLASS FACED GYP. BD. AT ALL WET LOCATIONS. 3, PROVIDE SOUND BATT INSULATION IN ALL TOILET ROOM WALLS FROM T0f SLAB TO TOP OF WALL. 4. ALL DETAILS OF CONSTRUCTION SHALL CONFORM WITH THE 2007 EDITIC 4W THE FLORIDA BUILDING CODE AND THE 2003 NFPA LIFE SAFETY CODE. 5. COORDINATE WINDOW SIZES WITH MASONRY OPENING SIZES PRIOR TO ORDERING AND CONSTRUCTION. DIMENSIONS ARE TO CENTER OF WINDOW. 6. TIE ALL DOWNSPOUTS INTO THE STORM WATER SYSTEM EXCEPT FOR DOWNSPOUTS ON EXTERIOR PORTE COCHERE COLUMNS 7. ALL INTERIOR FINISHES TO BE COMMERICAL GRADE CLASS "C" RATED. 8, ALL WOOD IN CONTACT WITH CONCRETE OR MASORNRY SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPERATION MATERIAL 9. ALL FASTENERS THAT COME INTO CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT WOOD COMPONENTS SHALL BE STAINLESS STEEL A4.1 D.S. ,5•,. D.S. GENERAL DEMOLITION NOTES: 1. WHERE EXISTING WALLS ARE TO BE REMOVED, THE CONTRACTOR SHALL OBSERVE EXISTING CONDITIONS AND SHALL TAKE SUCH PRECAUTIONS AS NECESSARY, INCLUDING THE PLACEMENT OF TEMPORARY SHORING TO SUPPORT THE BUILDING STRUCTURE UNTIL NEW SUPPORTING CONSTRUCTION I5 IN PLACE. 2. G.C. IS TO COORDINATE WITH OWNERS REPRESENTATIVE ON THE REMOVAL, REPLACEMENT AND/OR REUSE OF ANY EXISTING EQUIPMENT AND FIXTURES, BEFORE DEMOLITION. 3, WHERE EXISTING WALLS, DOORS, VENEERS OR FIXTURES ARE TO BE REMOVED, THE CONTRACTOR SHALL REPAIR, LEVEL AND SMOOTH THE FLOOR, CEILING AND WALL SURFACES REMAINING TO RECEIVE NEW FINISHES. 4. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN PERFORMING DEMOLITION TO PREVENT THE SPREAD OF DUST AND DEBRIS AND TO PROTECT EXISTING MATERIALS AND FINISHES FROM DAMAGE. 5, WHERE PLUMBING AND/OR FIXTURES ARE TO BE REMOVED, CAP PLUMBING LINES BELOW FLOOR, BEHIND WALL SURFACES, AND ABOVE CEILING. REPAIR SURFACES TO RECEIVE NEW FINISHES. 6. COORDINATE DEMOLITION WORK W/ ARCHITECTURAL, HVAC, PLUMBING & ELECTRICAL DRAWINGS FOR EXACT SCOPE OF DEMOLITION WORK. BUILDING MAGNETIC NORTH NORTH FLOOR PLAN - _ __ 1 Uo(D c ` c O N 3 N O ro O N Cd � U .E 'a cE LL:, Q m M g ❑ 0 0 n U O Q LL n n a m OQ E N Q FW- w O 7 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ® MICHAEL BRADY INC. 2010 0 J m V) z O 1-4 01 H M LLL 40 O O Z DC Q O Q Z o! O u - Z O a 0 4 e THIS DRAWING HAS BEEN ISSUED: ❑ FOR REVIEW ONLY ❑ FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN. ❑ DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: DEMOLITION PLAN, FLOOR PLAN Date: 08/06/10 Designed By: 51)M Drawn By: MAC Reviewed By: 51)M Comm. No. 5M080008 Revisions: Sheet: Sheet N of A 11 SCOTT D. MALENOCK AR92510 2' - 2" SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. 10" PER SCHED. 10" 5' - 0 2' - 6 2 1' - 30 2 3' -Olt 4" 2' - 4" 4" 4 2' - 4 4 4 2' - 4 4 8" 2 PER SCHED. 2 2 PER SCHED. 2 2-1211 2��2�� - - - v - N fV 10 O - LLu' W LU LU = N = = O = _ W LU Lu LU _ 11vA1 . r , 5" �"' LU Lu `O N �i 10 � N 01 O O O .O � - V) V) W Lu 5 Lu ' LU W W ^ ' Lu N V% N U) fh i in M LLIJLLI] 3" 2' - 211 311 �4J w CD '0 (V O O 21 LU N (V , • ' LU O O O OO OEO G Ci) o 0 0 o Z O O DOOR LEGEND - DOOR FRAMES H _- - WINDOW SCHEDULE SCALE: 1/4" = V-0" - - - - SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" (n m H o� �04 H M "- CEMENT STUCCO OVER MTL. LATH � LUL CEMENT STUCCO OVER MTL. LATH OVER 15# FELT Z OVER 15# FELT INSULATED WALL PANEL ; �- INSULATED WALL PANEL � n O O Z 5/8" GYP. BD. CEILING OR ACOUSTICAL L TILE CEILING , -- 8" CONCRETE BOND BEAM. SEE STRUCT - 5/8" GYP. BD. OVER 1-1/2" VERT, MTL. 5/8" GYP. BD. OVER 1-1/2" VERT. MTL. V) 11/2" MTL. Z -FURRING @ 24" O.C. _ FURRING CHANNELS @ 24" O.C. FURRING CHANNELS @ 24" O.C, N SHIM A5 REQ CAULK DOOR "~ VERT W/ RIGID INSULATION OH • � CEMENT STUCCO OVER PAPER BACKED LATH /'- - SHIM A S RE ' D 4 CAULK DOOR RA 5/8" GYP. BD. � FRAME Q r FRAME BOTH SIDES (TYP.) - - - - SHIM A R 5/8 GYP. BD. M 5 REQ'D � CAULK DOOR FRAME i BOTH SIDES (TYP.) Z 1112" FURRING CHANNELS @ 24" O.C. VERT c / BOTH SIDES (TYP.) /-- PROVIDE 6 JAMB ANCHORS PER -CHANNEL FASTENED TO PANEL BY - CHANNEL FASTENED TO PANEL BY F• AND 1 1/2" RIGID INSULATION PANEL VENDOR j' FRAME MIN. - - -- SHIM AS REQ'D & CAULK DOOR FRAME PANEL VENDOR - PROVIDE 6 JAMB ANCHORS PER PROVIDE 6 JAMB ANCHORS PER H.M. DOOR FRAME - _ BOTH SIDES (TYP.) _ PRECAST CONC. LINTELoltoo r- HOLLOW MTL. DOOR FRAME - _ JAMB (TYP.) JAMB (TYP.) - ui PROVIDE 6 JAMB ANCHORS PER JAMB (TYP.) ALUM DOOR FRAME ` \�- SHIM AS REQ'D & CAULK PERIMETER BOTH N.M. DOOR FRAME SCHED. DOOR SIDES (TYP) "' ALUM. FRAME 211 L 1 5/8" PROVIDE 6 JAMB ANCHORS PER JAMB (TYP) HEAD AND JAMB SIMILAR HEAD AND JAMB SIMILAR HEAD AND JAMB SIMILAR 2 1/4" HEAD AND JAMB SIMILAR HEAD AND JAMB SIMILAR INT. HEAD/JAMB DETAIL- INT. CMU HEAD_ /JAMB DETAIL EXT. CMU ALUM DOOR HEAD SIP - 1 Z _ HM DOOR HEAD/JAMB DETAIL SIP ALUM. DOOR HEAD/JAMB DETAIL SCALE: 11/2" = 1'-0" SCALE: - - SCALE: 11/2" = 1' -0"- -- -- -Olt SCALE: 11/2" = V-0" SCALE: 11/2" = V-0" d O LL Z • � INSULATED WALL PANEL O H Q -- CEMENT STUCCO OVER MTL. LATH OVER to _ z 5/8" GYP. BD. OVER 1-1/2" VERT. MTL. � 5/8" GYP. BD. 15# FELT Q � FURRING CHANNELS @ 24" O.C. - 11/2" VERT. MTL. FURRING INSULATED WALL PANEL - SCHED. DOOR CHANNELS @ 24" O.C. SHIM AS REQ'D A CAULK DOOR FRAME - THRESHOLD SET IN SEALANT -1/2" MAX. BOTH SIDES (TYP.) 5/8" GYP. BD, OVER 1-1/2" VERT. MTL. THIS DRAWING HAS BEEN ISSUED: s - CHANNEL FASTENED TO PANEL BY FLOOR FINISH AS SCHED. _ ``--__ _ FURRING CHANNELS @ 24" O.C. ❑ FOR REVIEW ONLY - FIRE RESISTANT KRAFT FACED BATT C 1 FOR PERMITTING ONLY / SCHED. DOOR INSULATION OR APPROVED EQUAL SHIM AS REQ'() & CAULK DOOR FRAME ❑ SCHEMATIC DESIGN PANEL VENDOR 1� DESIGN DEVELOPMENT - - PROVIDE 6 JAMB ANCHORS PER 6" MTL. STUD @ 24" O.C. BOTH SIDES (TYP.) FRAME BEYOND ■ CONSTRUCTION DOCUMENTS JAMB (TYP.) -- H.M. DOOR FRAME -FLOOR FINISH AS SCHED. • • •° ' - - - - CEMENT STUCCO OVER MTL. LATH OVER 15# FELT CHANNEL FASTENED TO PANEL BY v r. q•• .•a. • ,• /� PANEL VENDOR Drawing Title: 2" 1 5/8" • • • ° - _ DOOR SCHEDULE, - •• ••„ •... , < , • • ,: • '.' `` �_-_ - - ----- - P.T. WOOD BLOCKING �- FLOOR MATERIAL CHANGE �i - SHIM AS REQ' D & CAULK FRAME BOTHALUM. WINDOW FRAME - DOOR/FRAME ELEVATIONS & _ - - - - 1/2" EXP. JOINT W/ FIBER FILLER 6 SIDES (TYP.) DETAILS UNLESS OTHERWISE NOTED. 2 1/4" UNDER CENTER OF DOOR ` SEALANT ``� SCHED. WINDOW FRAME HEAD AND JAMB SIMILAR INT. SIP PANEL HM ADMIN WINDOW SIP ALUM. WINDOW HEAD Date: 08/06/10 HEAD/JAMB DETAIL INT. THRESHOLD DETAIL - EXT. THRESHOLD DETAIL _ 6 Q HEAD/JAMB DETAIL ---------------------------- ----- ------ g ------------------ 9 DETAIL Designed By: SDM SCALE: i 1/2" = i'-0" SCALE: 1 i/2" = i'-0" SCALE: 11/2" = 1'-0" 10 Drawn B MAC _ SCALE: 11/2"=1'-0" ----- ----- - - Y -' SCALE: 1 1/2" =1'-0" Reviewed B: 51)M- - -- SYNTHETIC STONE CAP. y ANGLE TO ALLOW DRAINAGE WINDOW FRAME SYNTHETIC STONE CAP. Comm. No. SM080008 - WINDOW FRAME -- SHIM AND CAULK ANGLE TO ALLOW DRAINAGE PERIMETER OF FRAME ALL COLUMN Revisions: - SHIM AND CAULK PERIMETER OF FRAME ALL EDGES (TYP.) ALUM. WINDOW FRAME - 4" CMU - GROUT SOLID EDGES (TYP.) SHIM AND CAULK '- P.T. BLOCKING AS REQ. �' PERIMETER OF FRAME ALL STONE VENEER - __- P.T. BLOCKING AS REQ. 5/8" GYP. BD. EDGES (TYP.) �- 5/8" GYP. BD. �'�_� SEALANT AND BACKER ROD. FIRE RESISTANT KRAFT FACED BATT -- FIRE RESISTANT KRAFT FACED BATT O INSULATION OR APPROVED EQUAL 18 GA. CHANNEL FASTENED l` INSULATION OR APPROVED EQUAL TO PANEL -EXT, SHEATHING __ �� - PRECAST CONCRETE CAP �`� P.T. WOOD BLOCKING �- 5/8" GYP. BD. r" Sheet: Sheet � 6" MTL. STUD @ 24" O.C. _ . F, 6" MTL. STUD @ 24" O.C. - - __ 15 # FELT ~� `�- 11/2" VERT. MTL. FURRING ti - EXT. SHEATING No.CHANNELS @ 24" O.C. Of VINYL SIDING - _ --- A2.1 - - FIELD STONE VENEER ON MTL. LATH '- FIELD STONE VENEER ON MTL. LATH ,,S OVER 15# FELT OVER 15# FELT v � SCOTT D. MALENOCK ADMIN SIDING WINDOW ADMIN. STONE WINDOW SIP ALUM. WINDOW SILL SANCTUARY AR92510 ID 60 ENTRY COLUMN _ SILL - SILL DETAIL- -_ DETAIL --- 13 _----------------- 12 SCALE: 1112" = V-0" SCALE: 11/2" = V -O" SCALE: 1112 = V -O" SCALE: 1112" = 1'-0" 14 6 G ------ - _- - -- ----_- DOOR SCHEDULE NUMBER D -TYPE D-MATL D -WIDTH DOORS HEIGHT THICK --------- FRAMES DETAILS GENERAL DOOR AND WINDOW NOTES. FINISH LABEL F -TYPE F-MATL F -FINISH HEAD JAMB T -HOLD H -WARE REMARKS 101A _ -A- _ _ WOOD _ _ 3' -_0" _ - _ 6' - 8" _ --13/4" 3/4" _ STAIN _ - 1 HM PAINT 1/A2.1 1/A2.1 7/A2.1 A C ALUM 3' - 0 " 7' - 0" 1 3/4" CLP - - - 3 ALUM CLP - - 3/A2.1_ 1. INTERIOR WOOD DOOR5 TO BE FACTORY FINISH. WOOD SPECIES TO BE 102B E WOOD 6' - 0" 6' - 8" 13/4" STAIN 2 HM _ 3/A2.1 8/A2,1 _ _ _ _ _ PLAIN SLICED RED OAK. PAINT 1/A2.1 1/A2.1 7/A2.1 U o 0 104A B WOOD 3' - 0" 6' - 8" 13/4" -13/4"- STAIN 1 HM PAINT 1/A 2.1 1/A2.1 _ 7/A2,1 2. EXTERIOR HOLLOW METAL DOORS ARE TO BE INSULATED. 00 05A A WOOD 3' - 0" b' - 8" STAIN ----. 1 HM- -- PAINT - - 1/A2.1--- --- 1/A 2.1 -- 7/A2.1 --- ----- - N A A WOOD 3'-0" 6' -811 13/4" STAIN 1 HM PAINT 1/A 2.1 -- 1/A2.1 - - 7/A2.1 - - - - - - - 3. EXTERIOR HOLLOW METAL DOORS AND FRAMES ARE TO BE FACTORY PRIMED � o 7A B WOOD 3' - 0" 7'-0" 13/4" STAIN 1 HM PAINT 1/A2.1 1/A2.1 7/A2.1 AND FIELD PAINTED. OWNER TO SELECT COLOR L �' CO 2 CO A WOOD 3'-0" 6' - 8" 13/4" STAIN 1 HM -- PAINT -- 2/A2.1 -- 2/A2.17/A2.1cd _ o 0 10A A -- WOOD 3' - 0" 6' - 8" 1 3/4" STAIN 1 HM PAINT --- 1/A2.1 -- ------- ------ 4. ALL GLAZING IN DOORS, TRANSOMS, AND SIDELITE5 TO BE TEMPERED GLASS. cq --- - --- --- --- - -- - 1/A 2.1 5/A2.1 111A 111A A WOOD 3' - 0" 6' - 8" _13/4"_ STAIN - 1 -- HM - -- PAINT 1/A2A 1/A2.1 7/A2.1 L c A D ALUM b' - 0" 7' - 0" 1 3/4" CLR 1 ALUM CLP 5/A2.1 5/A2.1 -- 8/A2.1 - --- 117A - - B WOOD 3' - 0" 6' - 8" 13/4" STAIN 1 HM PAINT 1/A2.1 1/A2.1 7/A2.1 A A WOOD 3' - 0" 6 -81' 13/4" STAIN 1 HM PAINT 1/A2.1 1/A2.1 7/A2.1 A WOOD 3'-0" 6' -811 13/4" STAIN 1 HM PAINT 1/A2.1 1/A2.1 7/A2.1 118C A WOOD 3' - 0" --6'-811 -13/4" STAIN 1 HM PAINT 1/A2.1 1/A2,1 7/A2.1 1181) B WOOD 3'-0" -7'-0"- _13/4"__ STAIN 1 HM PAINT 1/A2.1 1/A2.1 7/A2.1 ¢¢ r U 19A G WOOD b' - 0" 7'-0" 13/41, STAIN 1 HM 1/A2.1 7/A2.1 0 m Q � 1/A2.1 OA A WOOD 3' -Olt 6' -8" 13/4" STAIN 1 _ _ HM _PAINT _ PAINT _ 1/A 2.1 1/A2.1 7/A2.1 0 0_ 0 0 0 � o to ° " 21A A WOOD 3' -011 6' - 8" 13/4" STAIN 1 HM PAINT 1/A2.1 1/A2.1 7/A2.1 r n y 122A A WOOD 3' - 0" 6' - 8" 13/4" STAIN - 1 HM PAINT b/A2.1 - -.- 7/A2.1 - -- - .- -- - -. 0 a 6/A2.1 1228 A WOOD 3' - 0" 6' - 8" 13/4" STAIN 1 HM PAINT 6/A2.1 6/A2.1 7/A2.1 O W < LLl F o C A HM 3'-0" 6' -811 13/4" PAINT 1 HM PAINT 4/A2.1 4/A2.1 8/A2.1 Y 1220 F HM 3' - 0" 6' - 8" 13/4" PAINT 1 HM PAINT 4/A2.1 4/A2.1 8/A2.1 A - - - B - WOOD - -- - 3' - 0" - - 7' - 0" - _- 13/4" - - - STAIN - - - 1 HM PAINT 1/A2.1 1/A 2.1 7/A2.1 1 B F HM 3' - 0" 6' - 8" 1 3/4" PAINT - - - - - 1 - - HM - - PAINT 4/A2.1 4/A2.1 8/A2.1 THE DESIGN PROFESSIONAL DENIES 124 A B WOOD 3' - 0" 7' - 0" 13/4" STAIN 1 HM PAINT 1/A2.1 1/A 2.1 7/A2.1 ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE 125A -- G -- WOOD - -- - 6' - 0" --- 7'-0" -- 13/4" STAIN 1 HM PAINT 1/A2.1 1/A2.1 7/A2.1 FROM FAILURE TO FOLLOW THESE PLANS, 6A A WOOD 3' - 0" 6' - 8" 1 3/4" -- STAIN -.--. 1 -- HM -- PAINT 1/A2.1 1/A2.1 7/A2.1 --- SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS - - - - - - -- --- - WHICH ARISE FROMOTHERS'FAILURE - -- - - TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ® MICHAEL BRADY INC 2010 2' - 2" SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. 10" PER SCHED. 10" 5' - 0 2' - 6 2 1' - 30 2 3' -Olt 4" 2' - 4" 4" 4 2' - 4 4 4 2' - 4 4 8" 2 PER SCHED. 2 2 PER SCHED. 2 2-1211 2��2�� - - - v - N fV 10 O - LLu' W LU LU = N = = O = _ W LU Lu LU _ 11vA1 . r , 5" �"' LU Lu `O N �i 10 � N 01 O O O .O � - V) V) W Lu 5 Lu ' LU W W ^ ' Lu N V% N U) fh i in M LLIJLLI] 3" 2' - 211 311 �4J w CD '0 (V O O 21 LU N (V , • ' LU O O O OO OEO G Ci) o 0 0 o Z O O DOOR LEGEND - DOOR FRAMES H _- - WINDOW SCHEDULE SCALE: 1/4" = V-0" - - - - SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" (n m H o� �04 H M "- CEMENT STUCCO OVER MTL. LATH � LUL CEMENT STUCCO OVER MTL. LATH OVER 15# FELT Z OVER 15# FELT INSULATED WALL PANEL ; �- INSULATED WALL PANEL � n O O Z 5/8" GYP. BD. CEILING OR ACOUSTICAL L TILE CEILING , -- 8" CONCRETE BOND BEAM. SEE STRUCT - 5/8" GYP. BD. OVER 1-1/2" VERT, MTL. 5/8" GYP. BD. OVER 1-1/2" VERT. MTL. V) 11/2" MTL. Z -FURRING @ 24" O.C. _ FURRING CHANNELS @ 24" O.C. FURRING CHANNELS @ 24" O.C, N SHIM A5 REQ CAULK DOOR "~ VERT W/ RIGID INSULATION OH • � CEMENT STUCCO OVER PAPER BACKED LATH /'- - SHIM A S RE ' D 4 CAULK DOOR RA 5/8" GYP. BD. � FRAME Q r FRAME BOTH SIDES (TYP.) - - - - SHIM A R 5/8 GYP. BD. M 5 REQ'D � CAULK DOOR FRAME i BOTH SIDES (TYP.) Z 1112" FURRING CHANNELS @ 24" O.C. VERT c / BOTH SIDES (TYP.) /-- PROVIDE 6 JAMB ANCHORS PER -CHANNEL FASTENED TO PANEL BY - CHANNEL FASTENED TO PANEL BY F• AND 1 1/2" RIGID INSULATION PANEL VENDOR j' FRAME MIN. - - -- SHIM AS REQ'D & CAULK DOOR FRAME PANEL VENDOR - PROVIDE 6 JAMB ANCHORS PER PROVIDE 6 JAMB ANCHORS PER H.M. DOOR FRAME - _ BOTH SIDES (TYP.) _ PRECAST CONC. LINTELoltoo r- HOLLOW MTL. DOOR FRAME - _ JAMB (TYP.) JAMB (TYP.) - ui PROVIDE 6 JAMB ANCHORS PER JAMB (TYP.) ALUM DOOR FRAME ` \�- SHIM AS REQ'D & CAULK PERIMETER BOTH N.M. DOOR FRAME SCHED. DOOR SIDES (TYP) "' ALUM. FRAME 211 L 1 5/8" PROVIDE 6 JAMB ANCHORS PER JAMB (TYP) HEAD AND JAMB SIMILAR HEAD AND JAMB SIMILAR HEAD AND JAMB SIMILAR 2 1/4" HEAD AND JAMB SIMILAR HEAD AND JAMB SIMILAR INT. HEAD/JAMB DETAIL- INT. CMU HEAD_ /JAMB DETAIL EXT. CMU ALUM DOOR HEAD SIP - 1 Z _ HM DOOR HEAD/JAMB DETAIL SIP ALUM. DOOR HEAD/JAMB DETAIL SCALE: 11/2" = 1'-0" SCALE: - - SCALE: 11/2" = 1' -0"- -- -- -Olt SCALE: 11/2" = V-0" SCALE: 11/2" = V-0" d O LL Z • � INSULATED WALL PANEL O H Q -- CEMENT STUCCO OVER MTL. LATH OVER to _ z 5/8" GYP. BD. OVER 1-1/2" VERT. MTL. � 5/8" GYP. BD. 15# FELT Q � FURRING CHANNELS @ 24" O.C. - 11/2" VERT. MTL. FURRING INSULATED WALL PANEL - SCHED. DOOR CHANNELS @ 24" O.C. SHIM AS REQ'D A CAULK DOOR FRAME - THRESHOLD SET IN SEALANT -1/2" MAX. BOTH SIDES (TYP.) 5/8" GYP. BD, OVER 1-1/2" VERT. MTL. THIS DRAWING HAS BEEN ISSUED: s - CHANNEL FASTENED TO PANEL BY FLOOR FINISH AS SCHED. _ ``--__ _ FURRING CHANNELS @ 24" O.C. ❑ FOR REVIEW ONLY - FIRE RESISTANT KRAFT FACED BATT C 1 FOR PERMITTING ONLY / SCHED. DOOR INSULATION OR APPROVED EQUAL SHIM AS REQ'() & CAULK DOOR FRAME ❑ SCHEMATIC DESIGN PANEL VENDOR 1� DESIGN DEVELOPMENT - - PROVIDE 6 JAMB ANCHORS PER 6" MTL. STUD @ 24" O.C. BOTH SIDES (TYP.) FRAME BEYOND ■ CONSTRUCTION DOCUMENTS JAMB (TYP.) -- H.M. DOOR FRAME -FLOOR FINISH AS SCHED. • • •° ' - - - - CEMENT STUCCO OVER MTL. LATH OVER 15# FELT CHANNEL FASTENED TO PANEL BY v r. q•• .•a. • ,• /� PANEL VENDOR Drawing Title: 2" 1 5/8" • • • ° - _ DOOR SCHEDULE, - •• ••„ •... , < , • • ,: • '.' `` �_-_ - - ----- - P.T. WOOD BLOCKING �- FLOOR MATERIAL CHANGE �i - SHIM AS REQ' D & CAULK FRAME BOTHALUM. WINDOW FRAME - DOOR/FRAME ELEVATIONS & _ - - - - 1/2" EXP. JOINT W/ FIBER FILLER 6 SIDES (TYP.) DETAILS UNLESS OTHERWISE NOTED. 2 1/4" UNDER CENTER OF DOOR ` SEALANT ``� SCHED. WINDOW FRAME HEAD AND JAMB SIMILAR INT. SIP PANEL HM ADMIN WINDOW SIP ALUM. WINDOW HEAD Date: 08/06/10 HEAD/JAMB DETAIL INT. THRESHOLD DETAIL - EXT. THRESHOLD DETAIL _ 6 Q HEAD/JAMB DETAIL ---------------------------- ----- ------ g ------------------ 9 DETAIL Designed By: SDM SCALE: i 1/2" = i'-0" SCALE: 1 i/2" = i'-0" SCALE: 11/2" = 1'-0" 10 Drawn B MAC _ SCALE: 11/2"=1'-0" ----- ----- - - Y -' SCALE: 1 1/2" =1'-0" Reviewed B: 51)M- - -- SYNTHETIC STONE CAP. y ANGLE TO ALLOW DRAINAGE WINDOW FRAME SYNTHETIC STONE CAP. Comm. No. SM080008 - WINDOW FRAME -- SHIM AND CAULK ANGLE TO ALLOW DRAINAGE PERIMETER OF FRAME ALL COLUMN Revisions: - SHIM AND CAULK PERIMETER OF FRAME ALL EDGES (TYP.) ALUM. WINDOW FRAME - 4" CMU - GROUT SOLID EDGES (TYP.) SHIM AND CAULK '- P.T. BLOCKING AS REQ. �' PERIMETER OF FRAME ALL STONE VENEER - __- P.T. BLOCKING AS REQ. 5/8" GYP. BD. EDGES (TYP.) �- 5/8" GYP. BD. �'�_� SEALANT AND BACKER ROD. FIRE RESISTANT KRAFT FACED BATT -- FIRE RESISTANT KRAFT FACED BATT O INSULATION OR APPROVED EQUAL 18 GA. CHANNEL FASTENED l` INSULATION OR APPROVED EQUAL TO PANEL -EXT, SHEATHING __ �� - PRECAST CONCRETE CAP �`� P.T. WOOD BLOCKING �- 5/8" GYP. BD. r" Sheet: Sheet � 6" MTL. STUD @ 24" O.C. _ . F, 6" MTL. STUD @ 24" O.C. - - __ 15 # FELT ~� `�- 11/2" VERT. MTL. FURRING ti - EXT. SHEATING No.CHANNELS @ 24" O.C. Of VINYL SIDING - _ --- A2.1 - - FIELD STONE VENEER ON MTL. LATH '- FIELD STONE VENEER ON MTL. LATH ,,S OVER 15# FELT OVER 15# FELT v � SCOTT D. MALENOCK ADMIN SIDING WINDOW ADMIN. STONE WINDOW SIP ALUM. WINDOW SILL SANCTUARY AR92510 ID 60 ENTRY COLUMN _ SILL - SILL DETAIL- -_ DETAIL --- 13 _----------------- 12 SCALE: 1112" = V-0" SCALE: 11/2" = V -O" SCALE: 1112 = V -O" SCALE: 1112" = 1'-0" 14 6 G ROOF DRAINAGE CALCS ROOF DRAINAGE CHAPTER 11 FBC PLUMBING VERTICAL CONDUCTOR SIZING PER TABLE 1106.2 MAX AREA SERVED - 672 sf ASSUME 4.5"/HOUR RAINFALL PER FIGURE 1106.1 NUMBER OF CONDUCTORS PROVIDED - 2 MINIMUM SIZE CONDUCTOR REQUIRED - 3" ACTUAL CONDUCTOR SIZE PROVIDED - 3" X 5" UNDERGROUND CONDUCTOR TOTAL AREA TO BE COLLECTED PER TABLE 1106.3 ROOF AREA - 672 sf MIN. HORIZONTAL PIPING REQUIRED - 4" ACTUAL HORIZONTAL PIPING PROVIDED -10" ROOF GUTTER SIZING PER TABLE 1106.6 MAX AREA SERVED - 672 sf MINIMUM SIZE REQUIRED - 5" ACTUAL SIZE PROVIDED - 5" ROOF DRAINAGE CALCS ROOF DRAINAGE CHAPTER 11 FBC PLUMBING VERTICAL CONDUCTOR SIZING PER TABLE 1106.2 MAX AREA SERVED - 737 sf ASSUME 4.5"/HOUR RAINFALL PER FIGURE 1106.1 NUMBER OF CONDUCTORS PROVIDED -1 MINIMUM SIZE CONDUCTOR REQUIRED - 3" ACTUAL CONDUCTOR SIZE PROVIDED - 3" X 5" UNDERGROUND CONDUCTOR TOTAL AREA TO BE COLLECTED PER TABLE 1106.3 ROOF AREA - 737 sf MIN. HORIZONTAL PIPING REQUIRED -4" ACTUAL HORIZONTAL PIPING PROVIDED -10" ROOF GUTTER SIZING PER TABLE 1106.6 MAX AREA SERVED - 737 sf MINIMUM SIZE REQUIRED - 5" ACTUAL SIZE PROVIDED - 5" ROOF DRAINAGE CALCS ROOF DRAINAGE CHAPTER 11 FBC PLUMBING VERTICAL CONDUCTOR SIZING PER TABLE 1106.2 MAX AREA SERVED - 3,776 sf ASSUME 4.5"/HOUR RAINFALL PER FIGURE 1106.1 NUMBER OF CONDUCTORS PROVIDED - 5 MINIMUM SIZE CONDUCTOR REQUIRED - 4" ACTUAL CONDUCTOR SIZE PROVIDED - 3" X 5" UNDERGROUND CONDUCTOR TOTAL AREA TO BE COLLECTED PER TABLE 1106.3 ROOF AREA - 3,776 sf MIN. HORIZONTAL PIPING REQUIRED - 6" ACTUAL HORIZONTAL PIPING PROVIDED - 8" ROOF GUTTER SIZING PER TABLE 1106.6 MAX AREA SERVED - 3,776 sf MINIMUM SIZE REQUIRED - 5" ACTUAL SIZE PROVIDED - 5" EXISTING NEW CONSTRUCTION CONSTRUCTION D.5. - ------ 5" GUTTER - TIE IN NEW GUTTER TO EXISTING GUTTER ON EXISTING BUILDING FIBERGLASS SHINGLE ROOF TO MATCH EXISTING ROOFING EXISTING ROOF D.S. 1 0.5. r, ROOF DRAINAGE CALCS ROOF DRAINAGE CHAPTER it FBC PLUMBING VERTICAL CONDUCTOR SIZING PER TABLE 1106.2 MAX AREA SERVED - 592 sf ASSUME 4.5"/HOUR RAINFALL PER FIGURE 1106.1 NUMBER OF CONDUCTORS PROVIDED - 2 MINIMUM SIZE CONDUCTOR REQUIRED - 3" ACTUAL CONDUCTOR SIZE PROVIDED - 3" X 5" UNDERGROUND CONDUCTOR TOTAL AREA TO BE COLLECTED PER TABLE 1106.3 ROOF AREA - 592 sf MIN. HORIZONTAL PIPING REQUIRED - 4" ACTUAL HORIZONTAL PIPING PROVIDED -10" ROOF GUTTER SIZING PER TABLE 1106.6 MAX AREA SERVED - 592 sf MINIMUM SIZE REQUIRED - 5" ACTUAL SIZE PROVIDED - 5" DS - RooF DRAINAGE CALC5 ROOF DRAINAGE CHAPTER 11 FBC PLUMBING VERTICAL CONDUCTOR SIZING PER TABLE 1106.2 MAX AREA SERVED - 926 sf ASSUME 4.5"/HOUR RAINFALL PER FIGURE 1106.1 NUMBER OF CONDUCTORS PROVIDED - 2 MINIMUM SIZE CONDUCTOR REQUIRED - 3" ACTUAL CONDUCTOR SIZE PROVIDED - 3" X 5" UNDERGROUND CONDUCTOR TOTAL AREA TO BE COLLECTED PER TABLE 1106.3 ROOF AREA - 926 sf MIN. HORIZONTAL PIPING REQUIRED - 4" ACTUAL HORIZONTAL PIPING PROVIDED -10" ROOF GUTTER SIZING PER TABLE 1106.6 MAX AREA SERVED - 926 sf MINIMUM SIZE REQUIRED - 5" ACTUAL SIZE PROVIDED - 5" OFF RIDGE ROOF VENTS WITH INSECT SCREEN D.S. i D.S. -IN ONSTRUCTION NEW CONSTRUCTION EXPANSION JOINT 5:12 5:12 SEE 7/A3.1 5" GUTTER - TIE IN NEW D.S. GUTTER TO EXISTING GUTTER ON EXISTING - 1 BUILDING D.S. -- -- r D.S. D.S. ROOF DRAINAGE CALCS ROOF DRAINAGE CHAPTER 11 FBC PLUMBING VERTICAL CONDUCTOR SIZING PER TABLE 1106.2 MAX AREA SERVED - 3,676 sf ASSUME 4.5"/HOUR RAINFALL PER FIGURE 1106.1 NUMBER OF CONDUCTORS PROVIDED - 5 MINIMUM SIZE CONDUCTOR REQUIRED - 4" ACTUAL CONDUCTOR SIZE PROVIDED - 3" X 5" UNDERGROUND CONDUCTOR TOTAL AREA TO BE COLLECTED PER TABLE 1106.3 ROOF AREA - 3,676 sf MIN. HORIZONTAL PIPING REQUIRED - 6" ACTUAL HORIZONTAL PIPING PROVIDED - 6" ROOF GUTTER SIZING PER TABLE 1106.6 MAX AREA SERVED - 3,676 sf MINIMUM SIZE REQUIRED - 5" ACTUAL SIZE PROVIDED - 5" D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. 5" GUTTER (TYP.) RIDGE CAP STANDING SEAM ROOF PANEL STANDING SEAM MTL. ROOF FASTENERS SELF ADHEA5IVE UNDERLAYMENT INSULATED ROOF PANEL SYSTEM BY OTHERS STEEL ROOF STRUCTURE BY OTHERS STANDING SEAM MTL. ROOF RIDGE SCALE: 11/2" = V-0" STANDING SEAM METAL ROOF CLIP STANDING SEAM METAL ROOF VALLEY FLASHING -7 INSULATED PANEL �\ - BY OTHERS "Z" RETAINER STRIP SET IN SEALANT SELF ADHESIVE UNDERLAYMENT-----,--- METAL NDERLAYMENT/ METAL ROOF. VALLEY___... A SCALE: 11/2" = V-0" ROOF DRAINAGE CALCS ROOF DRAINAGE CHAPTER 11 FBC PLUMBING VERTICAL CONDUCTOR SIZING PER TABLE 1106.2 MAX AREA SERVED - 706 sf ASSUME 4.5"/HOUR RAINFALL PER FIGURE 1106.1 NUMBER OF CONDUCTORS PROVIDED - 2 MINIMUM SIZE CONDUCTOR REQUIRED - 3" ACTUAL CONDUCTOR SIZE PROVIDED - 3" X 5" UNDERGROUND CONDUCTOR TOTAL AREA TO BE COLLECTED PER TABLE 1106.3 ROOF AREA - 706 sf MIN. HORIZONTAL PIPING REQUIRED - 4" ACTUAL HORIZONTAL PIPING PROVIDED -10" ROOF GUTTER SIZING PER TABLE 1106.6 MAX AREA SERVED - 706 sf MINIMUM SIZE REQUIRED - 5" ACTUAL SIZE PROVIDED - 5" 5" GUTTER D.S. ROOF DRAINAGE CALCS ROOF DRAINAGE CHAPTER 11 FBC PLUMBING VERTICAL CONDUCTOR SIZING PER TABLE 1106.2 MAX AREA SERVED -1,503 sf A55UME 4.5"/HOUR RAINFALL PER FIGURE 1106.1 NUMBER OF CONDUCTORS PROVIDED - 5 MINIMUM SIZE CONDUCTOR REQUIRED - 4" ACTUAL CONDUCTOR SIZE PROVIDED - 3" X 5" UNDERGROUND CONDUCTOR TOTAL AREA TO BE COLLECTED PER TABLE 1106.3 ROOF AREA -1,503 sf MIN. HORIZONTAL PIPING REQUIRED - 6" ACTUAL HORIZONTAL PIPING PROVIDED - 6" ROOF GUTTER SIZING PER TABLE 1106.6 MAX AREA SERVED -1,503 sf MINIMUM SIZE REQUIRED - 5" ACTUAL SIZE PROVIDED - 5" D.S. D.S. BUILDING MAGNETIC NORTH NORTH ROOF PLAN 1 _ GUTTER MOUNTED WITH TEE WEDGE STANDING SEAM MTL. ROOF ON SELF ADHESIVE UNDERLAYMENT CONT, 1/4" BEAD OF ELASTOMERIC SEALANT INSULATED PANEL - BY OTHERS PANEL ROOF FASCIA - BY OTHERS METAL ROOF EAVE /GUTTER SCALE: 11/2" = V-0" STANDING SEAM METAL CLIP STANDING SEAM �\ METAL ROOF EAVE FLASHING SELF ADHESIVE UNDERLAYMENT "Z" RETAINER STRIP �.., SET IN SEALANT INSULATED PANEL - BY OTHERS METAL ROOF EAVE SCALE: 11/2" = V-0-- GABLE -0" GABLE FLASHING W/ "J" CLOSURE STANDING SEAM METAL CLIP - W/FASTENERS STANDING SEAM METAL ROOF / SEALANT SELF ADHESIVE UNDERLAYMENT INSULATED PANEL - BY OTHERS METAL ROOF GA BLE I SCALE: 11/2" = V-0" METAL ROOF SELF ADHESIVE -- UNDERLAYMENT INSULATED PANEL - - BY OTHERS JOINT WIDTH PER PANEL MFR. METAL ROOF EXP JOINT SCALE: 11/2" = V-0" ROOF RIDGE SCALE: 11/2" = V-0" RIDGE CAP FIBERGLASS SHINGLE 5/8" F.R. SHEATHING. ROOF FRAMING ROOF VALLEY SCALE: 11/2" = V-0-' VENT PIPE FIBERGLAS: ON SELF AD UNDERLAYN SHEATHINC 52 BOOT iLLEY FLA5HING PER ANUFACTURER' S :COMMENDATIONS ON SELF )HESIVE UNDERLAYMENT ON iEATHING IBERGLASS SHINGLES OOF TRUSS ROOF VENT DETAIL SCALE: 11/2" = V-0" 10 U 0 to '0 [ O 0 c O �N yco N L W 0 ro o N cz2N U a U Q M O 0 M M U H O O U o N co a } L z " U O N Q $W W z r y O gN < a THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS'FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC. 2010 Z O u - Z H 0 a Q d THIS DRAWING HAS BEEN ISSUED: ❑ FOR REVIEW ONLY ❑ FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN n DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: ROOF PLAN AND DETAILS Date: 08/06/10 Designed By: 51)M Drawn By: MAC Reviewed By: 5DM Comm. No. SM080008 Revisions: Sheet: Sheet No. Of A3.1 �7 SCOTT D. MALENOCK EAR92510 ID 0 r r� U C 00 12 3 b 12 U VV 1 1 CK AINU a A D UV WIVJrVU 1 NORTHEAST ELEVATION SCALE: 1/8" = V off STANDING SEAM MTL. ROOF OVER SELF ADHESIVE UNDERLAYMENT OVER INSULATED ROOF PANEL CEMENT STUCCO OVER FELT & METAL LATH OVER INSULATED WALL PANEL STUCCO ACCENT BAND STUCCO EXPANSION JOINT (TYP.) 5" GUTTER AND 3"X 5" DOWNSPOUT FIELD STONE VENEER WITH CAP FIELD STONE VENEER TO UNDERSIDE OF SOFFIT AND TOP OF COLUMN STANDING SEAM MTL. ROOF OVER SELF ADHESIVE - 1 UNDERLAYMENT OVER INSULATED ROOF PANEL A5.3 12 -- ------ -`12 - _ 3 - 360 Sqz 12 - -12 5 5�; %' - - - - - - _ N LIGHTING WALL PACK. N SEE ELECTRICAL (TYP.) N 3"X 5" DOWNSPOUT CONT. STUCCO TRIM 3"X 5" DOWNSPOUT SOUTHWEST ELEVATION SCALE: 1/8" = V -O" STANDING SEAM ROOFING OVER SELF ADHESIVE UNDERLAYMENT OVER INSULATED ROOF PANEL CEMENT STUCCO OVER - FELT & METAL LATH OVER INSULATED PANEL FIBERGLASS SHINGLE ROOFING OVER SELF ADHESIVE UNDERLAYMENT ON SHEATHING OVER WOOD TRUSSES EXPOSED CMU -� 5" GUTTER AND 3" X 5" DOWNSPOUT STUCCO TRIM CONNECTION ELEVATION SCALE: 1/8" = V-0" 2 A5.3 12 FIBERGLASS SHINGLE ROOFING OVER SELF ADHESIVE UNDERLAYMENT ON SHEATHING OVER WOOD TRUSSES. „ 1^ ,� i ��y}ff �-'�.�'r `�„-�"'T'�T• y..^-r�`.c"�`'z',�`r�r�x'.,rty..�"�'x�.':*^��^'-,✓`��"�r`� T'--x"r"-4�4'r4�`'r'"r"�K.�..�.n "�-'��'�x-��"���TrT� "=?'FJ -err. ... 'rY"T"�`T:M1Y'M1^ ". T,aY FA*'f'TCFY''.�Y,�'Tn'^%YX'^`i�.Y"!•Yv Y.D.A XF S-m� Y�T'h.-.y-.rl+�i �•F'^l'l-"f.J'w't"�iT"-iJ•T;S'M1^S (+.LV. t.Kv ? tYF t.Z . ::- ; �����'.; I �-� �- �`c.X'_`�' T>YET::i..��-.�.'''.s,'-�-:sy-•�.......t..a.:��..rV-.a..:.-..�-�..�u�..:.+.—�----•.��.,:.-...�r_.�u�_'.,:TaJ�.:..�c:�"__x_=�•*-v�.-s .�S-��•u_-_..:.� CEMENT STUCCO OVER 8" CMU FIELD STONE VENEER WITH CAP EAST ELEVATION SCALE: 1/8" = V-0" 5" GUTTER AND 3" X 5" DOWNSPOUT. NEW GUTTER TO TIE INTO EXISTING VINYL SIDING (COLOR TO MATCH EXISTING) ~I ADMIN. REAR SCALE: 1/8" = 1'-0" 2 A5.4 3 A5.4 FINISHED FLOOR 0" A.F.F FINISHED FLOOR 0" A.F.F 0" A.F.F rAlIV I LV WCK rVK I IVN Vr J I u"u TO MATCH STONE SOUTHEAST ELEVATION SCALE: 1/8" = 1'-0" NORTHWEST ELEVATION SCALE: 1/8" = V -O" 12 5 A NORTH ELEVATION SCALE: 1/8" = 1'-0" 1 A5.4 A VINYL SIDING (COLOR TO MATCH EXISTING) 5" GUTTER FIBERGLASS SHINGLE ROOFING OVER SELF ADHESIVE UNDERLAYMENT ON SHEATHING OVER WOOD TRUSSES -. _ 1_.. ... ;_ EXPANSION JOINT. SEE STRUCTURAL EXPOSED CMU FINISHED FLOOR 0" A.F.F Ell I ,,POUTS to U 0 C �O O ` c 0 /1 N �0 2 U OD d N L 00 R°o C\ �{ NQ Q U v E a U Z 0 O O � O O ° y Z } a e c !t U_ 0_jw W Z S' J a LL 3 THE DE5IGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, FINISHED FLOOR SPECIFICATIONS AND THE DESIGN INTENT THEY BLEMS 0" A.F.F WHICH ARI E FROM OTHERSNVEY, OR OFAI URE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT O MIHAEL BRADY INC 2010 FINISHED FLOOR 0" A.F.F IJ O U - Z O H a 0 4 THIS DRAWING HAS BEEN ISSUED: I FOR REVIEW ONLY ❑ FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN -� DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: EXTERIOR ELEVATIONS Date: 08/06/10 Designed By: SDM Drawn By: MAC Reviewed By: SDM Comm. No. SM080W8 Revisions: Sheet: Sheet No. of A4.1 SCOTT D. AR92510 12 12 5 Z 00, MTL. FLASHING 3/4' _FT Jim I I I I Sm STANDING SEAM MTL. ROOF OVER SELF ADHESIVE UNDERLAYMENT OVER INSULATED PANEL ROOF SYSTEM OVER STEEL STRUCTURE. SEE STRUCTURAL PANEL CONNECTION DETAIL BY OTHERS - STUCCO ACCENT BAND EXTEND GYP. Bb. ABOVE CEILING 6" MIN. TYP. ACOUSTICAL TILE CEILING 3 5/8" MTL. STUD WALL WITH DIAGONAL BRACING AS REQU. TIE INTO STRUCTURE GYP. BD. CEILING OVER 3 5/8" MTL. FRAMING ALUMINUM STOREFRONT WINDOW SYSTEM FOLLOW INSULATED PANEL MANUFACTURERS GUIDELINES FOR WINDOW INSTALLATION INTO SYSTEM STUCCO ACCENT BAND FURR OUT WITH 11 /2 " MTL. FURRING CHANNELS @ 2'-0" O.C. AND 5/8" GYP, 80. STUCCO ACCENT BAND MTL. FLASHING STANDING SEAM MTL. ROOF OVER SELF ADHESIVE V1NL)CKL_P% 7MCPA I VVCK INSULATED C:L) ....... ........ ........ ........ .... ........ ........ ........ I ....... ........ 4!.m ............ ..... ....... ....... ........ ....... ....... ........ ....... ....... ...... FURR OUT WITH 3 5/8" MTL STUDS Sim 11/2 12 SLOPED ACOUSTICAL ALIGN W/ CORNER BUMP OUT BEYOND CEILING TILE DECORATIVE CROWN MOULDING WITH UPLIGHTING - SEE DETAIL SHEET A6.1 -------------- 5DM ---------------------------- - --------------- MAC Reviewed By: LO (0 4 PANEL ROOF SYSTEM OVER STEEL FRAMING. 3/4' SEE STRUCTURAL DRAWINGS FOR DETAILS 3/41' CEMENT STUCCO OVER FELT & MTL. LATH OVER 5/8" EXT. GYP. Bb SHEATHING OVER 3 5/8" MTL, STUD FRAMING > c 0 (0 N L.- L L_ SOFFIT WALL TRIM Sim SL 7: co 2 0 co 0 f'777. FIELD STONE VENEER OVER 'Z ....... ........ ........ ........ .... ........ ........ ........ I ....... ........ 4!.m ............ ..... ....... ....... ........ ....... ....... ........ ....... ....... ...... FURR OUT WITH 3 5/8" MTL STUDS Sim 11/2 12 SLOPED ACOUSTICAL ALIGN W/ CORNER BUMP OUT BEYOND CEILING TILE DECORATIVE CROWN MOULDING WITH UPLIGHTING - SEE DETAIL SHEET A6.1 -------------- SECTION THRU LOBBY /I SCALE: 1/2" = V-011 STANDING SEAM MTL. ROOF OVER SELF ADHESIVE UNDEPLAYMENT OVER INSULATED PANEL ROOF SYSTEM OVER STEEL STRUCTURE STUCCO ACCENT BAND ACOUSTICAL TILE CEILING STUCCO ACCENT BAND FURR OUT WITH 1-1 /2 " MTL. - FURRING CHANNELS @ 24" O.C. AND 5/8" GYP, 8D. DECORATIVE CROWN MOULDING WITH UPLIGHTING 5DM ---------------------------- - --------------- MAC Reviewed By: LO (0 4 °'00 > c 0 (0 N L.- L L_ SOFFIT WALL TRIM Sim SL 7: co 2 0 co 0 FIELD STONE VENEER OVER 0 0 cz INSULATED WALL PANEL z 0 E 3 5/8" MTL. STUD E 0 W PILASTER BEYOND. 0 2 (0 2 z W 0 y EXTEND TO GYP. Bb. SOF =IT 0 0 00 0 Z Lf) _j LL PAINTED EXT. GYP. 8D. SOFFIT ON MTL. STUDS r- 0 3 5/8" MTL. STUD WALL 0< i c\1 8 LLj w FIELD STONE VENEER E 0 �_ 5 y < 0 M (1) _j 0. W 3: HI/LO DRINKING FOUNTAIN. MOUNT AT REQD. ADA HEIGHT SEE FRAMING AND FASTENER PER FLORIDA BUILDING CODE b NOTES OF SANCTUARY r14 RAISED PLATFORM ON DETAIL I/A5.3 FOR 2": .1 SIM. CONSTRUCTION OF - AUDIO/VISUAL RAISED 1/2" EXPANSION JOINT PLATFORM REINFORCED CONCRETE FOOTING. SEE STRUCTURAL Ll CONCRETE SLAB AND CURB. SEE CIVIL FOR DETAILS 1/2" EXPANSION JOINT fY • 4: 4 .4 A 1.2 •1=1 ��f `���=•��-�=�� ������"���=,.;::f�=���:•� I I �-• I I-1 •I I- =1-• al. L_I�h I-� I� 1=�i=`�• =;`i� I� ll• 11�1•�I��=1� I — — — —I• _ -, _ II III III II III I III II SECTION THRU LOBBY /I SCALE: 1/2" = V-011 STANDING SEAM MTL. ROOF OVER SELF ADHESIVE UNDEPLAYMENT OVER INSULATED PANEL ROOF SYSTEM OVER STEEL STRUCTURE STUCCO ACCENT BAND ACOUSTICAL TILE CEILING STUCCO ACCENT BAND FURR OUT WITH 1-1 /2 " MTL. - FURRING CHANNELS @ 24" O.C. AND 5/8" GYP, 8D. DECORATIVE CROWN MOULDING WITH UPLIGHTING CEMENT STUCCO OVER FELT METAL LATH OVER INSULATED WALL PANEL (PROVIDE[) BY OTHERS) -6 FIELDSTONE VENEER WITH PRECAST CONCRETE CAP N 0i FINISHED FLOOR Adk SEE STRUCTURAL I I I I I S1 12 5111 TOWER WALL SECTION SCALE: 1/2" = V-0" 5DM ---------------------------- - --------------- MAC Reviewed By: LO (0 4 °'00 > CEMENT STUCCO OVER FELT METAL LATH OVER INSULATED WALL PANEL (PROVIDE[) BY OTHERS) -6 FIELDSTONE VENEER WITH PRECAST CONCRETE CAP N 0i FINISHED FLOOR Adk SEE STRUCTURAL I I I I I S1 12 5111 TOWER WALL SECTION SCALE: 1/2" = V-0" 5DM Drawn By: MAC Reviewed By: LO (0 °'00 > c 0 (0 N L_ (D OD (\I SL 7: co 2 0 co 0 0 0 cz cm z 0 E X E 0 W 040 c' < 0 2 (0 2 z W 0 y 0 2 0 0 00 TOWER WALL SECTION SCALE: 1/2" = V-0" THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY5 FROM FAILURE TO FOLLOW THESEPLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC 2010 lii V) z C\J LL z 6 o %Cac U- C) Z qc Z z THIS DRAWING HAS BEEN ISSUED: I J FOR REVIEW ONLY 1-1 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 1-1 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: WALL SECTIONS Date: 08/06/10 Designed By: 5DM Drawn By: MAC Reviewed By: LO (0 °'00 > c 0 (0 N L_ (D OD (\I SL 7: co 2 0 co 0 0 0 cz cm z 0 E X E 0 W 040 c' < 0 2 (0 2 z W 0 y 0 2 0 0 00 0 Z Lf) _j LL r- r- 0 0< i c\1 8 LLj w E 0 �_ 5 y < 0 M (1) _j 0. W 3: THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY5 FROM FAILURE TO FOLLOW THESEPLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC 2010 lii V) z C\J LL z 6 o %Cac U- C) Z qc Z z THIS DRAWING HAS BEEN ISSUED: I J FOR REVIEW ONLY 1-1 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 1-1 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: WALL SECTIONS Date: 08/06/10 Designed By: 5DM Drawn By: MAC Reviewed By: 5bM Comm. No. SM080008 Revisions; Sheet: hee of A5.1 SCOTT D. AR92510 12 _ 3f --- l ` ,` �f/ : 3/411 STANDING SEAM MTL. ROOF OVER SELF ADHESIVE UNDERLAYMENT OVER INSULATED PANEL ROOF SYSTEM OVER STEEL TRUSS AND JOIST SYSTEMA PANELS BY ( ) s=: STUCCO AG�E[�T'BA OTHERS - ND'-,' , CONT. STUCCO ACCENT BAND 'STAND,ING SEAM MTL,, ROOF OVER SELF A'DHEk3 E UNDERL AYME1N7 _ ,OVER INSUL:ATED'PANEL ROOF 9'ySTEM•OVERSTEEL•TRusS'ANo JOIST -TREF_ABRECATED' SYSTEM PROVIDED 6VOTHER5) „ ; t CEMENT 57UCC�'OVER F L7 BACKED�ATH !,'," `• " DYER INSuLATED,WALI:PANEU - ;,1 �Pt1NEL. 'PROVIDED -BY OTHERS)'; LA S.HiNG 3 5/8" MTL. STUD LATERAL WALL BRACING ---- AS REQD. --- �, - STEEL COLUMN BEYOND. PROVIDED BY OTHERS -- -- - 21 PROVIDE MTL. FLASHING �—_--_-----_____--- - : ,_ � �, - - - � -, _ : , - _ _ -' ' ' � - - - - . , . - , •• , , , - ,. ; . • , - - `- •, - t• _, - , ' ,� - •- • ; - , . PANEL CONNECTION DETAIL BY OTHERS STANDING SEAM MTL. ROOF OVER SELF ADHESIVE UNDERLAYMENT OVER INSULATED PANEL ROOF SYSTEM (INSULATED PANELS BY OTHERS) 12 i• _ _-rte _ c � � ,'! , _ _ t, • _ 4' 1• J GYP. BD. CEILING AT BOTTOM OF STRUCTURAL BEAM - MIN. 9'-0" A.F.F. 5" GUTTER AND 3" X 5" DOWNSPOUT -- CEMENT STUCCO OVER FELT BACKED LATH • -'! -- •'- OVER INSULATED WALL PANEL (INSULATED - '• ,-> ~� - t PANELS BY OTHERS) RAIN STOOP PROVIDED BY PANEL MFR. 5/8" GYP. BD. SOFFIT CEMENT STUCCO OVER FELT A METAL LATH = ; OVER INSULATED WALL PANEL. FURR OUT WITH 11/2" MTL FURRING CHANNELS @ 24" O.C. " AND 5/8" GYP. BD. 00 •r. =' NOTE: WALLS ARE NOT TO BE FURRED OUT IN LO •y STORAGE ROOMS SURROUNDING ASSEMBLY " STUCCO ACCENT BAND i EXPANSION JOINT BETWEEN FOUNDATION AND SIDEWALK 1„ STUCCO ACCENT BAND __ REINFORCED CONCRETE FOOTING. _ __-- SEE STRUCTURAL _--- _ __- ATTACH TO STORM SEWER -SEE CIVIL REINFORCED CONCRETE FOOTING. SEE STRUCTURAL _ N N o . N N 'i FINISHED FLOOR — — — — O < d Y a e a eda e e bs FF d a A e d d• d a. �9 d � d - d 0 d d' a d` e a _ : - - - �I�11—~,I`I�'-"I,tl1=1�1�1-,=l;f-1•1���1:`I� I` _ d. -i I—I I— d d _ I I—I —I I— — �1�-�-1�=1�'� :a: _ — -I lel 1— �I=1 �•I• I�� f •I� l� �f�l �� � — • 1 �-f �l� �f I�� — f �f �I-�1�7 �f 1 � I� � �•ILf i. Wil. _I��f �l -C f — I-� - -44 4 _ '—-----—----------- _—_____� •-;�-�=III=1_111=1=III=__III=I=_=_= —I I I • I III—III— I I I — I — —III—I —III—I I — I III—III— I I— — —i I I—III—III—III— — I I—III III—III I i a _ _ _ _ =IIII =_ IIillll-, — I =1 I =1 I 1=1 I I = _= I = _=W=I I II I 1=1I =1 I 1=1 —.111-.-- I , —I I==1 11 III 1 1 I I T MI I I—i �— 11=1 I =1I= I I �- -� 1 I 1I I =1 1 SECTION THRU STORAGE SCALE: 3/4" = V-0" SECTION THRU CLASSROOM SCALE: 3/4" = V-0" FINISHED FLOOR �r 0 A .F.Fok'� � U C co L cz E 0 F ¢ a a ac^v LLI U p 0 0 S �0 'L Oro ¢ T r m Z CC v oNi ui E 8t YO gai _j n 0 0 o Q o o c o 7 0 N O y N Lo m 00 0 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INT ENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ® MICHAEL BRADY INC. 2010 O LL Z O If H 40 An 4 Z Q THIS DRAWING HAS BEEN ISSUED: ❑ FOR REVIEW ONLY ❑ FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN (� DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: WALL SECTIONS ate: 08 06 D 10 / / Designed By: 51)M Drawn By: MAC Reviewed By: SOM Comm. No. 5M080008 Revisions: Sheet: Sheet No. of A5.2 SCOTT C AR92510 00 M, % 'Y' 4 _4 EXTEND GYP. Bb. ABOV:_- ACOUSTICAL CEILING TILES 6" MIN. . . . . . . . . ... . . . . . . . . 3/4") ACOUSTICAL CEILING TILE @ 11/2 TO 12 SLOPE TO BE HUNG FROM TOP OF BAR JOINTS TON SCREEN (BY OWNER) 9'-0" X 12'-0" PROJECT ZY WALL MOUNTED EXTERIOR LIGHT FIXTURE. 5/8" GYP. Bb. OVER 1-112" MTL. FURRING CHANNELS @24" O.C. OVER INSULATED WALL PANEL PROVIDE[) BY OTHERS. EXTERIOR TO BE FINISHED WITH CEMENT STUCCO OVER FELT BACKED LATH STUCCO ACCENT BAND REINFORCED CONCRETE FOOTING. SEE STRUCTURAL 3/4" T 4 G PLYWOOD OR APPROVED EQUAL W/ 6d NAILS @ 6" O.C. TO FRAMING 2" X 6" JOISTS @ 16"O.C. OVER 2" X 4" @ 16" O.C. STUD WALL ALL WOOD IN CONTACT WITH CONCRETE OR ALIGN STUDS WITH JOISTS. SPLICE W/ 6" @ WALLS MASONRY SHALL BE PRESSURE TREATED OR 3/32" DIA. PAF @ 16" O.C., TYP. HAVE AN APPROVED SEPARATION MATERIAL BAND JOIST OR SOLID BLOCKING BETWEEN JOISTS ALL FASTENERS THAT COME INTO CONTACT 4,WOOD COMPONENTS SHALL BE STAINLESS WITH PRESSURE TREATED OR FIRE RETARDANT 2" X 4" STUD WALLS TO BE MAX. 30" O.C. ATTACH JOISTS TO WALL W/ 3-8d STEEL COMMON NAILS 2" X 4" DIAGONAL BRACING @ 60" MAX O.C. EACH WAY I= 7777,77777 cli 64 2% II—III—III—I —III —1111 j El I I= I 1=1 I I II— • L _=11 E,II1-1I= I I I I I I I SECTION THRU STAGE SCALE: 3/4" = V-0" FIBERGLASS SHINGLES OVER SELF ADHESIVE UNDERLAYMENT ON SHEATHING OVER WOOD TRUSSES OFF RIDGE ROOF VENT WITH INSECT SCREEN STANDING SEAM MTL. ROOF OVER SELF ADHESIVE UNDERLAYMENT OVER INSULATED ROOF PANELS SECTION THRU PASSAGE. SCALE: 3/4" = V-0" 013 C co .c 0 E 0 E 0 cic\1) 0 0 c 2 M 0 W cli 0 0 0 _j UJr r, 0 0 08 < 1 042 W E 8 Lu W Z 1 �:.: <-, �11 1. co _1 0- LL 2 0 CM 9 00 CN 00 2 0 (0 0 IN IN THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICr5 WHICH ARE ALLEGED. COPYRIGHT V MICHAEL BRADY INC 2010 D THIS DRAWING HAS BEEN ISSUED: El FOR REVIEW ONLY [:1 FOR PERMITTING ONLY [_ I SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: WALL SECTIONS Date: 08/06/10 Designed By: SW Drawn By: AC Reviewed By: SOM • t III% z III—III I I III El ... II= IMI T I -tj ._ I 1=1 I III:III I , I iti I., I I- SECTION THRU PASSAGE. SCALE: 3/4" = V-0" 013 C co .c 0 E 0 E 0 cic\1) 0 0 c 2 M 0 W cli 0 0 0 _j UJr r, 0 0 08 < 1 042 W E 8 Lu W Z 1 �:.: <-, �11 1. co _1 0- LL 2 0 CM 9 00 CN 00 2 0 (0 0 IN IN THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICr5 WHICH ARE ALLEGED. COPYRIGHT V MICHAEL BRADY INC 2010 D THIS DRAWING HAS BEEN ISSUED: El FOR REVIEW ONLY [:1 FOR PERMITTING ONLY [_ I SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: WALL SECTIONS Date: 08/06/10 Designed By: SW Drawn By: AC Reviewed By: SOM Comm. No. SM080008 Revisions: Sheet. Sheet No. of A F; I r -A %.0 SCOTT D. MALENOCK AR92510 4960 5" GUTTER FIBERGLASS ROOF SHINGLES OVER SELF ADHESIVE UNDERLAYMENT ON SHEATHING OVER WOOD TRUSSES FIRE RESISTANT KRAFT FACED BATT INSULATION OR APPROVED EQUAL 5/8" GYP. BD. CEILING PRECAST CONCRETE LINTEL. SEE STRUCTURAL - ALUMINUM SOFFIT. SOFFIT HEIGHT TO MATCH EXISTING CONDITIONS DOUBLE HUNG WINDOW 6" MTL. STUDS AT 24" O.C. W/ 15 # FELT AND EXT SHEATHING AND VINYL SIDING ON EXTERIOR AND 5/8" GYP. BD. ON INTERIOR. FIRE RESISTANT KRAFT FACED BATT INSULATION OR APPROVED EQUAL FLOORING TO BE SELECTED BY OWNER REINFORCED CONCRETE FOOTING .a -d 777 7 •a� I II '4 1I� ,I I1 11=1 I==1 I �•--� i -1 I I-1 I, I,;III-I =11jI= I1= I�I__ SECTION THRU DOUBLE WINDOW SCALE: 3/4" = V-0" FIBERGLASS ROOF SHINGLES OVER SELF ADHESIVE UNDERLAYMENT ON SHEATHING OVER WOOD TRUSSES FIRE RESISTANT KRAFT FACED BATT INSULATION OR APPROVED EQUAL 5/8" GYP. BD. CEILING 5" GUTTER AND 3" X 5" DOWNSPOUT 5/8" GYP, BD. OVER 1-1/2" MTL.' Z" FURRING CHANNELS @ 24" O.C. W/ RIGID INSULATION OVER 8" CMU. TIE DOWNSPOUT INTO STORM WATER SYSTEM. SEE CIVIL REINFORCED CONCRETE FOOTING. SEE STRUCTURAL '. q. 1 - y •i. I •�' �—'i 1 1,I � I' I I I—,III I—I•�I 'I•=1•'r 1=1 1" —I I_III— �_= -I I I ,III I I1 11I I i= 1I- TYP. WALL SECTION SCALE: 3/4" = V-0" FIBERGLASS ROOF SHINGLES OVER SELF ADHESIVE UNDERLAYMENT ON SHEATHING OVER WOOD TRUSSES 9 A 2.1 IFIRE RESISTANT KRAFT FACED BATT INSULATION OR APPROVED EQUAL •S WOOD FRAMING. SEE STRUCTURAL _ CEMENT STUCCO OVER PAPER BACKED LATH OVER EXT. SHEATHING OVER N WOOD FRAMING ALUMINUM SOFFIT 0 3 � e STUCCO TRIM AROUND ARCH ' ` = AND COLUMNS 14 - FIELD STONE VENEER A2.1 SIM. REINFORCED CONCRETE COLUMN 'y FOOTING. SEE STRUCTURAL 4- d - - a J 4 IIII I —III— I° d d �° III III—III— I i I— 1I— I IIIII I_ d l l—III —III — I—I I— I I '-1 I=1 •° — =1 I I1 I I=1 =1 I=III— I S I I I I- 1 -I I=III -11 I I ij- I I� SECTION THRU ADMIN. ENTRANCE SCALE: 3/4" = V-0" 5/8" GYP. BD. CEILING PRECAST CONCRETE LINTEL. SEE STRUCTURAL ALUMINUM CEILING STUCCO SOFFIT SURROUNDING WOOD BEAM. 3" X 5" DOWNSPOUT BEYOND 1/2" EXPANSION JOINT REINFORCED CONCRETE FOOTING. SEE STRUCTURAL FINISHED FLOOR 0" A.F.F EXISTING ROOF OVERFRAMED ONTO NEW ROOF FIBERGLASS ROOF SHINGLES OVER SELF ADHESIVE UNDERLAYMENT ON SHEATHING OVER WOOD TRUSSES GIRDER TRUSS. SEE STRUCTURAL FIRE RESISTANT KRAFT FACED BATT INSULATION OR APPROVED EQUAL 5/8" GYP, BD. CEILING j -- FLOORING TO BE SELECTED BY OWNER EXISTING CMU STEM WALL AND CONCRETE FOOTING. VERIFY IN FIELD I SEE STRUCTURAL SHEET 55.1 FOR FOUNDATION I CONNECTION DETAIL TO EXISTING FOOTING I I I I I 4 d a Drawn By: e .d d . d. . a d d e a. d ,, v. 'd 4 a ,f. .f .fit •� �i-=1�-I��I�I-'�;��= ri '-1��('�1="���r�r�l��ii�•i:•��•=�r i��i-i-�i-iriJ-ii-•i i"=1��i • �I � � - '4' d , a a — I I I II I III -1111 IIIIII-1111 I_I I — � ��•J��'•�a�-��� ° I—III—I I I i I I I—III _ �I I II I 1° `� I I I—I _— I_ I I—III—_—III—III—I —i I I —_ —_ d �' • ° � � III I II —_— _I —I —III—III—_III— . —I 4 i 1I -i I I' 1 1—I I I( I (I I I I I I I I I i i 1•) I - I— SECTION THRU I CONNECTION K;'� SCALE: 3/4" = V-0" a cr 04 0 to g a ¢ U W Z O O S 0 OD 0 a z ¢ ro ON W Z �(1) g a L 2 U) 0 v 0 c 00 m o U W « N = 0 00 0 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC 2010 0 ca V) o� H M J LL Z p Qac a O Q Z O Q �V) 0 Q Z THIS DRAWING HAS BEEN ISSUED: ❑ FOR REVIEW ONLY _ I FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN ❑ DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: WALL SECTIONS Date: 08/06/10 Designed By: 51)M Drawn By: MAC Reviewed By: SDM Comm. No. SM080008 Revisions: Sheet: Sheet No. of A5.4 INTERIOR ELEVATION SCALE: 1/8" = 1'-0" ti EXTEND RAILING V-0" BEYOND RAMP TOP OF HANDRAIL @ 36" AND TOP OF GUARD @ 42" ABOVE SURFACE OF RAMP RAMP TO BE STANDARD ADA ACCESSIBLE SLOPE OF 1/12. RAILING TYPE AND RAMP MATERIAL TO BE SELECTED BY OWNER FINISHED FLOOR OF PLATFORM TO BE 2'-0" A.F.F. FINISH TO BE SELECTED BY OWNER EXTEND RAILING V-0" BEYOND RAMP ADA RAMP ENLARGED PLAN SCALE: 1/4" = V-0" V-011 4' - 2" V-0.1 / ENLARGED PLAN SCALE: 1/4" = V-0" 2' - 9" FINISHED FLOOR OF PLATFORM TO BE 2'-0" A.F.F. FINISH TO BE SELECTED BY OWNER TOP OF HANDRAIL @ 36" AND TOP OF GUARD @ 42" ABOVE SURFACE OF RAMP 4 RISERS @ 6" = 2'-0" CLEAR ENLARGED PLAN SCALE: 1/4" = V-0" " X 24" LOCKABLE ACCESS PANEL ON :DE OF AN BOOTH. COORDINATE )CATION W/ STUD SUPPORTS Q Lu J V 2ISERS @ 6" = 2'-0" A.F.F. 'NISHED FLOOR LEVEL TO BE @ 2'-0" )ED BY OWNER) STUCCO OVER FELT METAL LATH •• w •�?}1 �. 4.' °'= '•= �` OVER 6T INSULATE[) WALL PANEL OR 8' CMU -1/2" MTL. MAC } ��•�; �;•��_ SEALANT INSULATED PANELS. i00 :s ; f r;hK� ►.� i{- PRECAST CONCRETE CAP BE SELECTED BY OWNER O O t s . : Yi ��-f�A Y•�.4..r`-M'.f if .• SUSPENDED ACOUSTICAL TINTED OR PREFINISHED WOOD TRIM TILE CEILING '-0" A.F.F. GYP. BD. SOFFIT � — — .... .. _. — - - ... ........ _... - )A ACCESSIBLE RAMPF- w 'xu�t t -s `• ;� t �� �;-.~ :— FIELD STONE VENEER OVER PAPER BACKED LATH SERVING CENTER WINDOW W/ ROLL DOWN r, t'y . _ = 4 :• •:'t ."•�• -2, DRIP EDGE -- :fit � :•y' .�.:..: +'w:'• IN SHUTTER (SHUTTER TO BE SELECTED BY OWNER) 00 w - -- j 10'-0" A.F.F. SOFFIT 00 Go EXIT CORRIDOR EXIT CORRIDOR OD ao-- 6' - 0" i r, O i O i ;0 i �0 i INTERIOR ELEVATION SCALE: 1/8" = V-0" DETAIL SCALE: 3" = V-0" • • w•j • a r �• �"'�• STUCCO OVER FELT METAL LATH •• w •�?}1 �. 4.' °'= '•= �` OVER 6T INSULATE[) WALL PANEL OR 8' CMU '.. •t• � :+sir'{Y� s^ : N •'a .:7 MAC } ��•�; �;•��_ SEALANT ;� ILI i00 :s ; f r;hK� ►.� i{- PRECAST CONCRETE CAP OVER INSULATED O O t s . : Yi ��-f�A Y•�.4..r`-M'.f if .• yy w � O w 'xu�t t -s `• ;� t �� �;-.~ :— FIELD STONE VENEER OVER PAPER BACKED LATH r, t'y . _ = 4 :• •:'t ."•�• -2, DRIP EDGE � ' :fit � :•y' .�.:..: +'w:'• IN r (E rL (L' rt WOMENS RESTROOM SCALE: 1/4" = V-0" MENS RESTROOM SCALE: 1/4" = V-0" CL C (L' INTERIOR ELEVATION SCALE: 1/8" = V-0" CROWN MOULDING WITH WD. BLOCKING - CEMENT STUCCO OVER FELT & METAL LATH OVER INSULATED PANEL SYSTEM 5/8" GYP, BD. OVER 1 -1/2" MTL FURRING CHANNELS @ 2'-0" O.C. LIGHTING STRIP. SEE ELECTRICAL -- WD. BLOCKING - — STEEL BEAM. — SEE STRUCTURAL 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS WD. BLOCKING CROWN MOULDING WITH WD. BLOCKINGit t Y4%� .. 10 COVE LIGHTING DETAIL SCALE: 1" = V-0" CLEAR ADMINISTRATION RESTROOM SCALE: 1/4" = V-0" 10 SERVING CENTER 50 00 08/06/10 BY OTHERS SDM Drawn By: MAC ODS7 w " CEMENT STUCCO OVER i00 O OVER INSULATED O O � O INTERIOR ELEVATION SCALE: 1/8" = V-0" CROWN MOULDING WITH WD. BLOCKING - CEMENT STUCCO OVER FELT & METAL LATH OVER INSULATED PANEL SYSTEM 5/8" GYP, BD. OVER 1 -1/2" MTL FURRING CHANNELS @ 2'-0" O.C. LIGHTING STRIP. SEE ELECTRICAL -- WD. BLOCKING - — STEEL BEAM. — SEE STRUCTURAL 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS WD. BLOCKING CROWN MOULDING WITH WD. BLOCKINGit t Y4%� .. 10 COVE LIGHTING DETAIL SCALE: 1" = V-0" CLEAR ADMINISTRATION RESTROOM SCALE: 1/4" = V-0" 10 SERVING CENTER 50 00 6' - 0" nVu1ufVIJUNL ENCLOSURE INTERIOR ELEVATION SCALE: 1/8" = V-0" STONE VENEER OVER FELT & METAL LATH OVER 4" CMU DOWNSPOUT ------ STRUCTURAL STEEL 08/06/10 BY OTHERS SDM Drawn By: MAC ODS7 w " CEMENT STUCCO OVER O O OVER INSULATED O O 6' - 0" nVu1ufVIJUNL ENCLOSURE INTERIOR ELEVATION SCALE: 1/8" = V-0" STONE VENEER OVER FELT & METAL LATH OVER 4" CMU DOWNSPOUT ------ STRUCTURAL STEEL 08/06/10 BY OTHERS SDM Drawn By: MAC Reviewed By: w " CEMENT STUCCO OVER { -c',".- r,^ FELT 4 METAL LATH` OVER INSULATED r'• PANEL SYSTEM t° Z.7 t +• i, STONE VENEER OVER FELT METAL =� =: �':• - LATH OVER INSULATED PANEL SYSTEM FURR OUT W/�. A ._, °;= f. 5/8" GYP. BD. OVER �•-` -+�' y 5/8" GYP. BD, OVER 1 -1/2" MTL FURRING 3 5/8" MTL STUD CHANNELS @ 2'-0" O.C. ,f 'Y•1, �, ,w FRONT ENTRY PILASTER^;;� SCALE: 1" = 1'-0" INTERIOR ELEVATION GENERAL NOTE: 1. ALL INTERIOR FLOOR, WALL FINISHES AND COLORS TO BE SELECTED BY OWNER ENLARGED PLAN KEY__ N_ _ OTES 1 18" X 42" URINAL SCREEN 2 36" MIRROR W/ 1/4" FLOAT PLATE SET IN SILICONE. MOUNT BOTTOM OF MIRROR AT 40" A.F.F., TOP OF MIRROR TO BE AT 76" A.F.F. 3 PAPER TOWEL DISPENSER MOUNTING HEIGHT TO OPERABLE PARTS WITHIN 40" A.F.F. 4 TOILET TISSUE DISPENSER, (WALL MOUNTED) - DISPENSER SHALL BE LOCATED WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT, 5 42" STAINLESS STEEL GRAB BAR, AND 18" VERTICAL GRAB BAR. 6 36" STAINLESS STEEL GRAB BAR. 7 COAT HOOK, MOUNTING HEIGHT ON HANDICAP COMPARTMENT DOOR WITHIN 40" A.F.F. 8 TOILET STALL PARTITION 9SOAP DISPENSER 10 ADA ACCESSIBLE TOILET ROOM NAME PLATE ON WALL 11 SOUND ATTENUATION BLANKETS, FULL LENGTH AND DEPTH OF WALL, AND HEIGHT TO 6" ABOVE FINISHED CEILING 12 HI -LO ELECTRIC WATER COOLER 13 5'-0" DIAMETER WHEEL CHAIR SPACE ALLOWANCE 14 SERVICE SINK 15 FURR-OUT ENTIRE LENGTH OF ROOM WITH 6" MTL. STUDS 16 TWO COMPARTMENT BASIN SINK. 17 32" FREEZER 18 60" COMMERCIAL REFRIGERATOR 19 32" WARMING OVEN 20 30" ICE MAKER 21 FUTURE DOUBLE KITCHEN SINK. SEE PLUMBING DRAWINGS 22 ALL MILLWORK BY OWNER 23 BABY CHANGING STATION -OPEN BED HEIGHT @ 33" A.F.F. GENERAL PLUMBING NOTES: 1. ALL PLUMBING MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 2. SEE PLUMBING DRAWINGS FOR LOCATIONS AND SIZE OF ACCESS PANELS. 3. ALL FIXTURES AND ACCESSORIES SHALL COMPLY WITH THE CURRENT A.D.A., STATE OR LOCAL REGULATIONS FOR MOUNTING HEIGHTS AND CLEARANCES. 4. ALL HOT WATER AND DRAIN PIPES SHALL BE INSULATED PER ADA REQM'T'S. MINIMUM HOT WATER SUPPLY INSULATION SHALL BE PREMOLDED FIBERGLASS PIPE INSULATION WITH WHITE ALL SERVICE JACKET INSULATION THICKNESS SHALL BE MIN. 1". SEE PLUMBING DRAWINGS. 5. ALL GRAB BARS SHALL BE INSTALLED WITH CONCEALED ANCHOR PLATES. 6. VERIFY W/ OWNER FOR ALL FINISHES ON WALLS AND FLOORS. 7. THE FLUSH ACTIVATOR SHALL BE LOCATED ON THE WIDE CLEARANCE SIDE OF HANDICAPPED UNITS AND SHALL BE LEVER TYPE. THE FORCE TO ACTIVATE SHALL NOT EXCEED 5 POUNDS, ACTIVATION SHALL BE 40" A.F.F. 8. LAVATORY FAUCET CONTROLS SHALL BE LEVER TYPE AND THE FORCE TO ACTIVATE SHALL NOT EXCEED 5 POUNDS. 9. PROVIDE BLOCKING/BACKING IN WALLS AS REQ' D FOR ALL FIXTURES AND EQUIPMENT. 10. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF FURRING UNLESS OTHERWISE NOTED. "CLEAR" DENOTES FINISH TO FINISH. 11. PROVIDE PAPERLESS WATER RESISTANT GLASS FACED GYP. BOARD IN ALL WET LOCATIONS. VERIFY W/ OWNER FOR WALL FINISHES, PROVIDE CONC. BACKER BOARD IF REQUIRED FOR TILE ON THE WALLS. U o� C N0 0 ' N 7 g N U 0 ca o U a d c\1 0 w o 0 p o CO) � U to LO O CO t Q j a Z tY U w E � w Z oN _j M THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ® MICHAEL BRADY INC 2010 0 LL Z O H 0 Q 4 THIS DRAWING HAS BEEN I55UED: ❑ FOR REVIEW ONLY ❑ FOR PERMITTING ONLY SCHEMATIC DESIGN ❑ DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: INTERIOR ELEVATIONS, ENLARGED PLANS, AND DETAILS Date: 08/06/10 Designed By: SDM Drawn By: MAC Reviewed By: SDM Comm. No. SM080008 Revisions: Sheet: Sheet No. of A6.1 SCOTT D. MALENOCK AR92510 tt r� \r EXISTING NEW CONSTRUCTION CONSTRUCTION +•�r a, tit tl"•j=,j:•�.:, %,'J. r;•^tI-t: a, I >'. '+•=�a rte} �•- •T ."'^'• ,j <! •S= i- ` r::' r y ; ;' =:: • - ** y ACOUSTICAL CEILING TILE BUILDING NORTH REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" MAGNETIC NORTH 3' - 0" i ,'N CEILING DETAIL Y. ;T CEILING LEGEND: 2X4 FLUORESCENT FIXTURE F-1 HVAC SUPPLY DIFFUSER e RECESSED CAN LIGHT 01 HVAC R/A GRILL COMBINATION EMERGENCY LIGHT EXHAUST FAN AND EXIT LIGHT EXIT LIGHT 24"X 24" ACOUSTICAL CEILING TILE CEILING FAN 5/8" GYP. BD. CEILING. PAINT, TEXTURE, AND COLOR TO BE 8(-0(' CEILING HEIGHT @ 8(-0" UNLESS SELECTED BY OWNER A.F.F. OTHERWISE NOTED PREFINISHED ALUMINUM SOFFIT EMERGENCY LIGHT FV-] 24" X 36" LOCKABLE ACCESS HATCH gr Q 04 0 O 0 � U W 0 0 0 U O O •S W ¢b U 0 n LL 0 C', 8W2 E g0 g a LL THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC 2010 Faml` W m H [Y 3 Lu Z 0 LL z 0 H 4 z Q 0 ca V) o� �m H J o u - z a ,CC O u - �z Q 0 Q z THI5 DRAWING HA5 BEEN ISSUED: ❑ FOR REVIEW ONLY FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN L_J DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: REFLECTED CEILING PLAN AND DETAILS Date: 08/06/10 Designed By: 51)M Drawn By: MAC Reviewed By: 51)M Comm. No. SM080008 Revisions: Sheet: of SCOTT AR9251 Sheet No. A7.1 i• i U 0 O O TN C O V 0 � w CD _ N L 00 ro cy co cy E gr Q 04 0 O 0 � U W 0 0 0 U O O •S W ¢b U 0 n LL 0 C', 8W2 E g0 g a LL THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/ OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC 2010 Faml` W m H [Y 3 Lu Z 0 LL z 0 H 4 z Q 0 ca V) o� �m H J o u - z a ,CC O u - �z Q 0 Q z THI5 DRAWING HA5 BEEN ISSUED: ❑ FOR REVIEW ONLY FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN L_J DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: REFLECTED CEILING PLAN AND DETAILS Date: 08/06/10 Designed By: 51)M Drawn By: MAC Reviewed By: 51)M Comm. No. SM080008 Revisions: Sheet: of SCOTT AR9251 Sheet No. A7.1 i• i WALL TYPE LEGEND CMU WALL L SIP PANEL ----- --...---- EXISTING 44'-8" OUT TO OUT OF CMU CL z 26'-8" 11'-4" 6'-8E O Z 10'-0" 5HEAR WALL I I V W/ (1) #5 EA. END I _ Z O_ aV Z r------------ -------------- ------------ Lu �-- ----- ------ w Z O i T01 , �Q05 w Ln N i i TDI N TL # X w FILL CELLS W/ 3000 PSI i _ _ _ _ o o\ w Z I (MIN.) CONCRETE OR GROUT 2 I .. W/ (1) #5 BAR @ 64" O.C. s5.1 (MAX.) (TYP.) & DOWELS TO I i - i - - - 4- FOOTING 30"x12" AND AS i i� i 3 NOTED AND SHOWN I I I s5.1 I I L____ TDI �+ L - ........... _....... ........- _ - I TD3.0 I TYP. 1 S5.1 REINF. CMU COLUMN I j W/ (2) #5 BARS j VERTICAL & #2 TIES @ i 4" CONC. SLAB W/ FIBER REINFORCING I N 16 O.C. &DOWELS TO I OVER 10 MIL POLY OVER COMPACTED a j FOOTING (30"x12") i BASE (BASE TO BE TERMITE TREATED). ~ j I ASSUMED FIN. FLOOR ELEV. 0'-0". SEE CIVIL SITE PLAN FOR ACTUAL f i ELEV. I ' � I I �/ � I i I I -- G I CONTROL JOINT CJI, i e z 6 I w TYP. U.N.O., SEE 5/55.1 I 3 Q I Q lL O J LU Lo �I M I i E I 0 3 - I 20'-8 3/4" EE I i ! ii I 6 10'-0" SHEA Z WALL j i I i - a f _.......... L , TD3.0 T W/ (1) #5 E .END 4 -- :::_.....I... j.. _ ---- ------------ ------ ------------- -----------� . _........ ......... T 7'-2" I 17-45/81 I I TD1 20'-4 3/8": m I- .:.. j LO I .o REINF. CMU COLUMN I \ j; W/ (2) #5 BARS i 44'-8" �♦ VERTICAL & #2 TIES @ I ` i EE I �♦ 16 O.C.& DOWELS TO - ... DO _ FOOTING (30"x12") � �♦ q i~ FOOTING SCHEDULE MARK SIZE (W x L x D) REINFORCING TDI V-0" x CONT. x V-4" (1) #5 CONT. TOP & BOTTOM T03.0 3'-0" x 3'-0" x V-4" TURNDOWN SLAB (3) #5 E.W. BOTTOM T54.0 4--0" x 4'-0" x V-4" THICKENED SLAB (4) #5 E.W. BOTTOM T56.0 6'-0" x 6'-0" x 2' -0" THICKENED SLAB (6) #5 E.W. TOP &BOTTOM T58.0 8 -0" x 8'-0" x 2'-0" THICKENED SLAB (8) #6 E.W. TOP &BOTTOM F6.0 6'-0" x 6 -0 x V-4" (6) #5 E.W. BOTTOM NOTES: 1. CJ = CONSTRUCTION JOINT, SEE DETAIL 5/55.1. 2. CJI = CONTRACTION JOINT, SEE DETAIL 5/55.1. 3. SEE 1/54.1 FOR WALL CONTROL JOINT DETAIL & ARCH. DWG5. FOR LOCATIONS. 4. SEE DETAIL 3/55.1 FOR FOOTING STEPS @ UTILITIES (IF REQUIRED). 5. TOP OF WALL FOOTING ELEV. = 1'-4" B.F.F. TYPICAL. ADJUST ELEVATION AS REQUIRED TO MAINTAIN 1'-0" MIN. COVER OVER TOP OF FOOTING. STEP EXTERIOR FOOTING AS REQ' D. COORDINATE WITH GRADING PLAN. SEE FOOTING DETAIL 4/55.1. 6. BOTTOM OF BASEPLATE ELEV. = 0'-0" I. N 4" CONC. SLAB W/ FIBER REINFORCING OVER 10 MIL POLY OVER COMPACTED BASE (BASE TO BE TERMITE TREATED). ASSUMED FIN. FLOOR ELEV. 0'-0". I `� SEE CIVIL SITE PLAN FOR ACTUAL i `♦ / ELEV. i / ^ \ �♦♦ I ` 54.0 �♦ /T�♦ , T56. SEE CONCRETE T �♦ ` NOTE 8 ON `♦ , \ ODA \ / SHEET 54.1 / � � `♦ / ♦, #8 TIE BARS DIAGONALLY `. 5 / W/ 5'0" MIN TENSION LAP 1 `♦ / 56.0 i < T58.0 7 55.1 Ile < > \ / T56.' CENTER ♦ / �♦ FOOTING BETWEEN 12 / COLUMNS 55.1 ♦ ' / `♦ �\ \ ♦ O �s; ♦♦ j / PRE-ENGINEERE rp' STEEL FRAME / T54.0 SYSTEM u /♦ \4.0 55.1 ♦♦` / ♦ , / / �`♦ ' C TROL JOINT CJI, ♦�` / /Y\ P. U.N.O., SEE 5/55.1 / T54.0 i i / `•` Oj / ♦♦ / < > ♦� / \ ♦ / T56 /�' ' 'y ♦\` �x 0(, `' ` ♦ /\ \ v / ♦ Opti �i' < T54.0 A, 3 0�, `♦ , 55.1 lye / ♦\♦ i //' � �'' OCL / / / T54.0 ♦` ' 4" CONC. SLAB W/ FIBER REINFORCING `♦\ ,' �aP' OVER 10 MIL POLY OVER COMPACTED ` BASE (BASE TO BE TERMITE TREATED). / �`♦ ,'� ASSUMED FIN. FLOOR ELEV. T-0". ' SEE CIVIL SITE PLAN FOR ACTUAL Do., ELEV. FOUNDATION PLAN SCALE: 1/8" = I'-0" 1 1 8" CONC. SLAB W/ #5 @ 12" O.C. EA. WAY OVER 10 MIL POLY OVER COMPACTED BASE (BASE TO BE TERMITE TREATED). ASSUMED FIN. FLOOR ELEV. 0'-0". SEE CIVIL SITE PLAN FOR ACTUAL ELEV. 3 WCT ASSOCIATE& I Eaeinemog FL CoA # 29266 4251 Spnrce Cmek Rd Bldg 1, Suitt 1 Port Onm`e, Florida 32127-4333 (396) 2654911 Ln --- -- ... _. -- ...._.. -- > i m o c0 �m -- - ---- _ I. N 4" CONC. SLAB W/ FIBER REINFORCING OVER 10 MIL POLY OVER COMPACTED BASE (BASE TO BE TERMITE TREATED). ASSUMED FIN. FLOOR ELEV. 0'-0". I `� SEE CIVIL SITE PLAN FOR ACTUAL i `♦ / ELEV. i / ^ \ �♦♦ I ` 54.0 �♦ /T�♦ , T56. SEE CONCRETE T �♦ ` NOTE 8 ON `♦ , \ ODA \ / SHEET 54.1 / � � `♦ / ♦, #8 TIE BARS DIAGONALLY `. 5 / W/ 5'0" MIN TENSION LAP 1 `♦ / 56.0 i < T58.0 7 55.1 Ile < > \ / T56.' CENTER ♦ / �♦ FOOTING BETWEEN 12 / COLUMNS 55.1 ♦ ' / `♦ �\ \ ♦ O �s; ♦♦ j / PRE-ENGINEERE rp' STEEL FRAME / T54.0 SYSTEM u /♦ \4.0 55.1 ♦♦` / ♦ , / / �`♦ ' C TROL JOINT CJI, ♦�` / /Y\ P. U.N.O., SEE 5/55.1 / T54.0 i i / `•` Oj / ♦♦ / < > ♦� / \ ♦ / T56 /�' ' 'y ♦\` �x 0(, `' ` ♦ /\ \ v / ♦ Opti �i' < T54.0 A, 3 0�, `♦ , 55.1 lye / ♦\♦ i //' � �'' OCL / / / T54.0 ♦` ' 4" CONC. SLAB W/ FIBER REINFORCING `♦\ ,' �aP' OVER 10 MIL POLY OVER COMPACTED ` BASE (BASE TO BE TERMITE TREATED). / �`♦ ,'� ASSUMED FIN. FLOOR ELEV. T-0". ' SEE CIVIL SITE PLAN FOR ACTUAL Do., ELEV. FOUNDATION PLAN SCALE: 1/8" = I'-0" 1 1 8" CONC. SLAB W/ #5 @ 12" O.C. EA. WAY OVER 10 MIL POLY OVER COMPACTED BASE (BASE TO BE TERMITE TREATED). ASSUMED FIN. FLOOR ELEV. 0'-0". SEE CIVIL SITE PLAN FOR ACTUAL ELEV. 3 WCT ASSOCIATE& I Eaeinemog FL CoA # 29266 4251 Spnrce Cmek Rd Bldg 1, Suitt 1 Port Onm`e, Florida 32127-4333 (396) 2654911 Ln --- -- ... _. -- ...._.. -- i I. N 4" CONC. SLAB W/ FIBER REINFORCING OVER 10 MIL POLY OVER COMPACTED BASE (BASE TO BE TERMITE TREATED). ASSUMED FIN. FLOOR ELEV. 0'-0". I `� SEE CIVIL SITE PLAN FOR ACTUAL i `♦ / ELEV. i / ^ \ �♦♦ I ` 54.0 �♦ /T�♦ , T56. SEE CONCRETE T �♦ ` NOTE 8 ON `♦ , \ ODA \ / SHEET 54.1 / � � `♦ / ♦, #8 TIE BARS DIAGONALLY `. 5 / W/ 5'0" MIN TENSION LAP 1 `♦ / 56.0 i < T58.0 7 55.1 Ile < > \ / T56.' CENTER ♦ / �♦ FOOTING BETWEEN 12 / COLUMNS 55.1 ♦ ' / `♦ �\ \ ♦ O �s; ♦♦ j / PRE-ENGINEERE rp' STEEL FRAME / T54.0 SYSTEM u /♦ \4.0 55.1 ♦♦` / ♦ , / / �`♦ ' C TROL JOINT CJI, ♦�` / /Y\ P. U.N.O., SEE 5/55.1 / T54.0 i i / `•` Oj / ♦♦ / < > ♦� / \ ♦ / T56 /�' ' 'y ♦\` �x 0(, `' ` ♦ /\ \ v / ♦ Opti �i' < T54.0 A, 3 0�, `♦ , 55.1 lye / ♦\♦ i //' � �'' OCL / / / T54.0 ♦` ' 4" CONC. SLAB W/ FIBER REINFORCING `♦\ ,' �aP' OVER 10 MIL POLY OVER COMPACTED ` BASE (BASE TO BE TERMITE TREATED). / �`♦ ,'� ASSUMED FIN. FLOOR ELEV. T-0". ' SEE CIVIL SITE PLAN FOR ACTUAL Do., ELEV. FOUNDATION PLAN SCALE: 1/8" = I'-0" 1 1 8" CONC. SLAB W/ #5 @ 12" O.C. EA. WAY OVER 10 MIL POLY OVER COMPACTED BASE (BASE TO BE TERMITE TREATED). ASSUMED FIN. FLOOR ELEV. 0'-0". SEE CIVIL SITE PLAN FOR ACTUAL ELEV. 3 WCT ASSOCIATE& I Eaeinemog FL CoA # 29266 4251 Spnrce Cmek Rd Bldg 1, Suitt 1 Port Onm`e, Florida 32127-4333 (396) 2654911 m Z O H M J n V- Zo Q v0 LL OZ of � z 0 r - Z d O Z H 0 4 Z Q THIS DRAWING HAS BEEN ISSUED: Q FOR REVIEW ONLY FOR PERMITTING ONLY Q SCHEMATIC DESIGN O DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: FOUNDATION PLAN Date: 08/06/10 Y Designed B : JDD 9 Drawn By: JDD Reviewed By: WCT Comm. No. SM080008 Revisions: Sheet: Sheet No. of 51.1 WALTER CARL TAYLOR, P.E 54548 1z l fl- b j1, (, Ln U 08 .0 m o c0 �m v �QD 'Q 200 W t U .E m o 0 0 U N 00 0 W cv Ln v� qq 5 w � W 0 W X THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT® MICHAEL BRADY INC., 2010 m Z O H M J n V- Zo Q v0 LL OZ of � z 0 r - Z d O Z H 0 4 Z Q THIS DRAWING HAS BEEN ISSUED: Q FOR REVIEW ONLY FOR PERMITTING ONLY Q SCHEMATIC DESIGN O DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: FOUNDATION PLAN Date: 08/06/10 Y Designed B : JDD 9 Drawn By: JDD Reviewed By: WCT Comm. No. SM080008 Revisions: Sheet: Sheet No. of 51.1 WALTER CARL TAYLOR, P.E 54548 1z l fl- b j1, (, PRECAST LINTEL SCHEDULE ii U -LINTEL @ BOTTOM II WIDTH III,II I TYPE TOP REINFORCING BOTTOM REINFORCING I I i � I � I PRECAST LINTEL SCHEDULE ii U -LINTEL @ BOTTOM II WIDTH III,II I PRECAST LINTEL SCHEDULE t! ui 08 U -LINTEL @ BOTTOM MARK WIDTH DEPTH TYPE TOP REINFORCING BOTTOM REINFORCING Ll 7 5/8" 8" PRECAST (2) - 7/32" WIRE (2) - #3 REBAR L2 7 5/8" 8" PRECAST (2) - 7/32" WIRE (2) - #4 REBAR OVERALL LINTEL DESIGNATION 8F8 -1B(#5 REBAR) 8F8 -1B(#5 REBAR) -- - nI VId UC.76KJ.r i ivivz) tsn,)ru UPON CAST -CRETE ` CORPORATION PRODUCTS. ALTERNATE EQUIVALENT PRODUCTS MAY BE SUBMITTED FOR SUBSTITUTION APPROVAL PER BID/CONTRACT DOCUMENTS. 2 rC r v 2 C L ti v, X LL E SHADED AREAS REPRESENT OVERFRAMING ENGINEERED INSULATED ROOF PANELS TO EXTEND OVER WOOD TRUSSES ENGINEERED INSULATED - ROOF/WALL PANEL SYSTEM ENGINEERED INSULATED - ROOF/WALL PANEL SYSTEM ROOF FRAMING PLAN SGALt: 1/8" = 1'-0" q- rL TRUSS BEARING ELEV. = 8'-0" A.F.F., U.N.O. OUTRIGGERS @ 2'-0" O.C. (2) 2x10 LOCATE GIRDER TRUSS ON SOLID PORTION OF WALL, 8" MIN. FROM OPENING JAMB PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C. -- - - — L LOCATE GIRDER TRUSS ON SOLID PORTION OF WALL, 8" MIN, FROM OPENING JAMB d�. ENGINEERED INSULATED ROOF/WALL PANEL SYSTEM ENGINEERED INSULATED ROOF/WALL PANEL SYSTEM ENGINEERED INSULATED ROOF/WALL PANEL SYSTEM 4x4 WOOD TIE BEAM USE (2) SIMPSON ACE4 POST CAPS @ EA. POST W/ (8) 16d NAILS TO BEAM & (6) 16d NAILS TO POST WCT ASSoS1A 1LxC Eng°100f 1'g Ctedc 4251 SprFL CoA 0 nm uce RCL SkIS 4 Suite 1 Pwt Or -W Flmi& 321274353 (386)265.4911 v t! ui 08 - C o J co N m d Z N 2c W� CIO � U HM a m J Cc LL_ {J� CST U U LT. z O off z 0 g � a OLL Z THE DESIGN PROFESSIONAL � DENIES ANY AND ALL RESPON5IBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED, COPYRIGHT 0 MICHAEL BRADY INC., 2010 z 0 H H W m H r 3 w Z d O LL Z O 0 H in 40 Q Z Q THIS DRAWING HAS BEEN ISSUED: O FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN O DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: ROOF FRAMING PLAN Date: 08/06/10 Designed By: JDD Drawn By: JDD Reviewed By: WCT Comm. No. SM080008 Revisions: Sheet: Sheet No. of 53.1 WALTER CARL TAYLOR, P.E 54548 J m Z H � HM J LL_ Zo Q� oO OLL Z DC � Z O Z d O LL Z O 0 H in 40 Q Z Q THIS DRAWING HAS BEEN ISSUED: O FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN O DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: ROOF FRAMING PLAN Date: 08/06/10 Designed By: JDD Drawn By: JDD Reviewed By: WCT Comm. No. SM080008 Revisions: Sheet: Sheet No. of 53.1 WALTER CARL TAYLOR, P.E 54548 STRUCTURAL NOTES 1. The contractor is responsible for bracing the structure prior to the completion of all roof, floor, and wall diaphragms. 2. The General Contractor shall verify all dimensions and conditions. The Architect shall be notified of any discrepancies. 3. Coordinate truss/joist layout with other trades. 4. The contractor is responsible for the means and methods of construction in regards to job site safety. Foundation & Concrete Notes: 1. Concrete 28 Day Strength shall be as follows: a. Footings: 3,000 psi b. Interior Slabs on Grade: 3,000 psi (non air entrained) c. CMU Core Fill: 3,000 psi 2. All footings shall bear on firm undisturbed residual soil and/or engineered earth fill compacted to 100% of its maximum dry density as per ASTM D 698-70 (Standard Proctor), unless noted otherwise. The soil bearing capacity is to be verified by Geotechnical Engineer prior to construction. 3. Provide minimum 1'-6" from finish grade to the bottom of any exterior footing or turn down building slab. Contractor to provide footing steps as required by finish grade and other trades. 4. All concrete and reinforcing steel shall conform to ACI 318 and ACI 301 latest edition, and ASTM A615-60. Contractor to have copies of the ACI documents at the job site during construction. 5. Provide shop drawings of reinforcing steel prior to fabrication. b. Provide 2'-6" x 2'-6" corner bars at corners of all continuously reinforced elements such as walls, footings, bond beams, etc. Corner bars shall be the same size, spacing, location, and quantity as the continuous reinforcing. 7. All reinforcing steel lap splices shall be Class "B" with 24" minimum, unless otherwise noted. 8. Provide (2) #4 bars x 4'-0" long in slabs on grade at all inside corners. 9. The following minimum concrete cover shall be provided for reinforcing bars (per ACI. 318): a. Cast against and permanently exposed earth ........... 3" b. Formed and Exposed to Earth or Weather 1) #6 thru #18 bars ............................ 2" 2) #5 bars, W31 wire, & smaller .................. 1112" c. Formed and Not exposed to weather or in contact with the ground 1) Slabs, walls, and joist (#11 bars and smaller) ..... 3/4" 2) Beams, girders, and columns (Principal reinf., ties, stirrups, spirals) ....... 11/2" 10. Contractor shall treat soil under slabs, footings, and crawl spaces with EPA approved chemical vermin control or as required per building code. 11. Contraction joints shown may be saw cuts 1/8" wide x 1/4 slab thickness or other submitted and approved method unless noted otherwise. 12. Refer to Mechanical and Electrical drawings for concrete pads and foundations not shown on the structural drawings. 13. Grout used in grout beds under column base plates shall be cement based, non -shrink grout. The grout shall exhibit no shrinkage in accordance with ASTM C827, "Test Method For Early Volume Change Of Cementitious Mixtures" and shall have a minimum 28 -day compressive strength of 5000 psi when tested in accordance with ASTM C109, "Test Method For Compressive Strength Of Hydraulic Cement Mortars". 14. Contractor to have an allowance for 5 yds. of reinforced concrete including materials and labor. Masonry Notes: 1. CMU to be of lightweight aggregate design per A5TM 090-75. f' m = 1500 psi or greater 2. Mortar shall be: (type 5) for block (type N) for veneer block and brick 3. Masonry reinforcing for masonry walls shall be Dur -o -wall assembly or approved equal and shall have product approval of governing code. Reinforcing shall be manufactured from cold drawn steel wire conforming to ASTM A82. Cross rods and side rods shall not be less than No. 9 gauge wire. 4. Grout hollow masonry units solid as shown on plans. Fine and coarse grouts shall conform to A5TM C476 and shall attain a minimum compressive strength of 3000 psi at 28 days. Grout shall attain 80% of design strength prior to application of service loads. 5. The selection of fine and coarse grouts and the maximum grout pour height shall be in conformance with the grout space requirements set forth in the specification for masonry structures (AC1530/ASCE5/TM5502). 6. Notched block lintels should extend a minimum of 8" past the masonry opening. 7. Vertical reinforcing shall extend up into the notched block. 8. Lap reinforcing in cmu 48 bar diameters. 9. Fill all cells below finished floor or grade with concrete (whichever is higher). 10. Each lift of grout shall not exceed 5'-0" unless cleanouts are provided in the bottom course. 11. Grout shall be consolidated immediately after pouring and reconsolidated. 12. Stop each intermediate grout lift 1112" below the top of the masonry. 13. Anchor into grout block cells only. 14. Provide 3/4" clear space between reinforcing and cmu face shell where bars are indicated to be located near a particular face. Unless noted otherwise locate bars at center of cell. 15. Provide rebar positioners at 5'-0" o.c. min. vertically. 16. Fill (4) cells at all intersections of cmu wall. 17. Tooth block at intersection or butt intersection wall and provide 1/4" x 1" bar "Z" ties at 48" o.c. vertical. 18. Fill (3) cells at all corners. 19. Fill (1) cell each side of all openings unless noted otherwise. Extend vertical cmu reinforcing through any lintels to top bond beam above. DESIGN LOADS TABLE - 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS WIND DESIGN LOADS: (ASCE 7-02) WIND SPEED IMPORTANCE FACTOR BUILDING CLASSIFICATION ENCLOSED BUILDING (IMPACT RESISTANT GLASS) WIND EXPOSURE INTERNAL PRESSURE COEFFICIENT COMPONENT AND CLADDING PRE5URE ROOF LIVE LOAD ALLOWABLE SOIL BEARING PRESSURE (ASSUMED) GROUND FLOOR LIVE LOADS ALL AREAS ADDITIONAL SPRINKLER LOAD 120 MPH (3 SECOND GUST) 1.15 III 1.0 B t 0.18 SEE SCHEDULE THIS SHEET 20 P5F 2,000 PSF 100 P5F 10 PSF Structural Steel Notes: 1, Structural steel shall be designed, fabricated, erected, etc. as per AISC Manual of Steel Construction, ASD, Ninth Edition. Unless specific reactions are shown, connections shall develop at least 1/2 of the total uniform load capacity tabulated in the tables of the AI5C Manual of Steel Construction, ASD, Ninth Edition for the given shape and span. 2. Submit shop drawings of structural steel prior to fabrication of same per specification Section 01300. 3. Structural steel to be a minimum of: Channels, Angles, and Plates: A-36 W -Shapes: A-992 Pipes: A-53 Grade B H55: A-500 Grade B 4. All splices and attachments to be standard shear connections unless noted otherwise. 5. Connections of steel members shall be made with high strength steel bolts, (A-325) 3/4" diameter min. - bearing type connections or welds using E70 electrodes. 6. Tack weld trusses to bearing plates unless noted otherwise. 7. Anchors for connecting steel members to concrete or masonry walls shall be "HILTI H.V.A. Adhesive Anchors" or approved equals. 8. All columns shall be anchored with ASTM F1554 Grade 35 anchor bolts. Threads to project 4 1/2" above top of footing. 9. Chemically grouted anchor bolts such as "HILTI HVA" will be considered as substitutes for 3/4" diameter poured in place anchor bolts. 10. Expansion anchors shall be Trubolts by Ramset, Hilti Kwik Bolt II or Simpson wedge -all anchors. Epoxy anchors shall use A5TM A36 threaded rod with Ramset ceramic 6, HILTI HY 150, or Simpson acrylic -tie injection adhesive. 11. All welding shall be performed by operators qualified in accordance with AW5 tests for the types of welding required for this project. 12. Protect structural steel from earth, gravel, and/or concrete with 1/8" thick hydrocide mastic. 13. Refer to the Civil, Architectural, Mechanical and Electrical drawings for structural steel items not shown on the structural plans. 14. Minimum welds, (U.N.O.): All other not specified: 1/8" fillet, 2" long except where noted as "all around" 15. Contractor to have an allowance for 1/2 ton of structural steel including materials and labor. Wood Framing Notes: 1. All framing to be in accordance with FBC-2004 building Code. 2. All wood in contact with concrete or masonry shall be pressure treated. 3. All framing lumber shall be #25YP except studs and plates may be stud grade S.P.F. unless noted otherwise. Blocking may be S.P.F. 4. Roof sheathing on a sloped roof to be 5/8" 05D with plyclips between rafters and trusses, unless noted otherwise. 5. The roof trusses shall be designed by a Delegated Engineer registered in the state of Florida and the design drawings shall bear the said engineer's seal per current state law. Submit design drawings per specifications section 01300 including design loads, member stresses, uplift and bearing loads at supports, required permanent bridging or bracing, and layout plan. 6. Design of wood trusses, including bridging and all necessary framing for equipment, shall be provided by the truss manufacturer, and shall conform to the following minimum gravity load requirements: Sloped Roof Live Load: 20PSF Dead Load: Top Chord: 10P5F Bottom Chord: 10PSF Total: 40PSF 7. Limit roof truss live load deflection to 1" or L/240 whichever is less. 8. Joist hangers for attaching trusses to truss girders shall be sized and provided by the truss manufacturer. 9. Provide 2 x 4 blocking at all hips. 10. Provide all temporary and permanent truss bracing per truss manufacturer's requirements, but as a minimum provide (1) run of 2 x 4 "X" bracing continuous at or near mid span of all trusses. Nailing Schedule 1. This nailing schedule is typical unless otherwise noted or detailed. All nails shall be common wire nails (no clipped head nails). Connection Nailing Joist to sill or girder, toe nail ea. Side 3-8d Bridging to joist, toe nail each end 2-8d Sole plate to joist or blocking, face nail 16d @ 16" Top plate to stud, end nail 2-16d Double studs, face nail 16d @ 24" o.c. Doubled tip plates, face nail 2-16d Continuous header, to pieces 16d@ 16" o.c. Ceiling joists to plate, toe nail 3-8d Continuous joists to plate, toe nail 3-8d Ceiling joists, laps over partitions, face nail 3-16d Rofter to plate, toe nail 3-8d Built-up corner studs 16d @ 24" o.c. Ceiling joists to parallel rafters, face nail 3-16d Plywood sheathing See plans BTYP. NAIL SHANK DIAMETER AND AND LENGTHS FOR REVIEW ONLY MECAWind Version 2.0.2.8 TYPE DESCRIPTION 6d 8d 10d 16d COMMON NAILS LENGTH 2" 21/2" 3" 31/2" DIAMETER 0.113" 0.131" 0.148" 0.162" HEAD DIAMETER 0.266" 0.281" 0.312" 0.344" JDD Company Name WCT Associates, Inc. Designed By JDD Tribes Mission Pre -Engineered Steel Frame System Notes: ® Moment Frames ® Cable bracing is allowed in roof plane ® Roof Dead Load = Weight of Steel Building only ® Collateral Dead Load 3 psf ® Roof Live Load Primary Framing 20 psf Secondary Framing 20 psf ® Wind Load 120 MPH Exposure= B I= 1.15 ® Enclosed Category= III NOTES: 1. The responsibility of the design of the pre-engineered steel frame system is hereby delegated to a "Delegated Engineer" employed by the building manufacturer in accordance with Chapter 61615-29, 30 & 31 of the Florida Administrative Code. 2. Structural delegated engineering documents shall identify the project and list loading other design criteria. Structural delegated engineering documents shall include fabrication and erection drawings which indicate in detail the construction of the standard structure used or as modified to comply with the requirements of the particular project. They shall indicate all connection details, openings and other special details. They shall show the magnitude and location of building reactions on the foundation under all design conditions. Calculations supporting the design shall be submitted not only for the standard structure but for modifications and for related components requiring structural design. 3. The footing sizes and reinforcements shown are assumed and may be adjusted when the final reactions are furnished by the metal building manufacturer. Do not proceed with metal building footings until specifically authorized by the architect or structural engineer. 4. All column bases shall be pinned, no moment bases. 5. Anchor bolts shall conform to ASTM F1554. Grade 36. See detail 8/54. 6. Column reactions and locations taken from metal building shop drawing prepared by D.W. Smith, P.E. #53608 available as of 07/27/10. Engineered Insulated Panel System Notes: NOTES: 1. The responsibility of the design of the engineered insulated panel system is hereby delegated to a "Delegated Engineer" employed by the panel manufacturer in accordance with Chapter 61615-29, 30 & 31 of the Florida Administrative Code. 2. Structural delegated engineering documents shall identify the project and list loading other design criteria. Structural delegated engineering documents shall include fabrication and erection drawings which indicate in detail the construction of the standard structure used or as modified to comply with the requirements of the particular project. They shall indicate all connection details, openings and other special details. They shall show the magnitude and location of panel reactions on the foundation under all design conditions. Calculations supporting the design shall be submitted not only for the standard structure but for modifications and for related components requiring structural design. 3. The footing sizes and reinforcements shown are assumed and may be adjusted when the final reactions are furnished by the panel manufacturer. Do not proceed with panel footings until specifically authorized by the architect or structural engineer. HORIZ. JOINT REINF. @ 16" O.C. 1 VERT. BAR @ SPACING INDICATED IN NOTES & DETAILS HORIZ. JOINT - REINF. @ 16" O.C. WALLS 1 VERT. BAR IN FILLED CELLS EACH SIDE OF JT. (TYP.) RUBBER CROSS SEAL IN -J �- CONT. NEOPRENE JAMB BLOCKS TUBE & SEALANT HORIZ. J'♦""- REINF. C CONTROL JOINT TOOTH BLOCK AT INTERSECTION OF BUTT INTERSECTION WALL 1ND PROVIDE 1/4" x 1" BAR Z" @ 48" O.C. VERTICAL CORNERS 1 VERT. BAR @ CORNER CELL & FIRST CELL EACH SIDE NOTE: PROVIDE CONTROL JOINTS WHERE SHOWN OR MAX. SPACING 24'-0". DISCONTINUE JOINT REINF. AT CONTROL JOINTS. JOINT TO BE FREE OF MORTAR. GENERAL NOTES: 1. FILL ALL CELLS THAT CONTAIN REINF. W/ CONCRETE. PROVIDE DOWELS SAME SIZE AS VERT. REINF. TO FOUNDATION. 2. MAY USE PREFORMED CORNERS FOR HORIZONTAL JOINT REINFORCING. 3. SEE FOUNDATION PLAN AND DETAILS FOR ADDITIONAL REINFORCING. MASONRY DETAILS r-3 3 .. ATAIT 1IN TYP. :INF. SEE ROOF FRAMING PLAN AND PRECAST LINTEL SCHEDULE ON SHEET 53.1 NUTS: CONTINUE VERTICAL WALL REINFORCING OVER OPENING. ANCHOR VERTICAL REINFORCING ABOVE OPENING INTO LINTEL BEAM WITH ACI STANDARD HOOK. MASONRY OPENING DETAIL MECAWind Version 2.0.2.8 ASCE 7-05 FOR REVIEW ONLY MECAWind Version 2.0.2.8 ASCE 7-05 MECAWind Version 2.0.2.8 ASCE 7-05 MECAWind Version 2.0.2.8 ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2010 www.mecdenterprises.com 0 Developed by MECA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Developed by MECA Enterprises, Inc. Copyright 20I0 www.mecaentererises.com 090902 Developed by MECA Enterprises, Inc. copyright 2010 Date 7/15/2010 Project No. www.mecaenrerprises.com 090902 ._ . -.. Date 7/15/2010 Project No. 0909-02 Date 7/15/2010 Project No. Associates, Inc. Desiqned By 090902 JDD Date 7/15/2010 Project No. Company Name WCT Associates, Inc. Designed By JDD company Name WCT Associates, Inc. Designed By JDD Company Name WCT Associates, Inc. Designed By JDD Tribes Mission Company Name WCT Address 4251 Spruce Creek Rd. Description New Tribes Mission Address 9251 Spruce Creek Rd. Description New Tribes Mission Address 4251 Spruce Creek Rd. UO3CLiption New Tribes Mission Address 42t.1 Spruce Creek Rd. Description New City Bldg I Suite I Port Orange Customer Name City Bldg I Suite I , Port Orange Customer Name City Bldg I Suite I , Port Orange Customer Name City Bldg I Suite I , Port Orange Customer Name State Florida Proj Location Sanford, FL , Stat.e Florida Proj Loc-ation Sanford, FT, State File Location: Florida Proj Location K:\Structural\Calculations\MF.CA\090902\Wind Sanct.uary.wnd Sanford, FL State Florida Proj Location Sanford, FL File Location: K:\Structural\Calculations\MEGA\09090"2\Wind_DrivcThru.wnd File Location: K:\Structural\Calculations\MEGA\090902\Wind Tower.wnd File Location: K:\Structural\Calculations\MFCA\090902\Wind.wnd a 31 -- 2c-`-1--, - I 1 Roof not '♦ �'" ` Roof not ; . `` Roof not 1 I 1 1 JJ Roof not �,shotzn ♦5 ; ; sho«n 5 i r� ' I 1 1 1 $hd«n r 7 1 1 l l 1 1 shOtti] �_ r 22 X222 2' 1, 2 2, 1' 2 '� 2' 1 1 (,, , 1 1 1 J • 1T4 �X r `F ` `ti A, r• i f I ' ' 7 ♦ i 1 1 �.t ------• �., '- r i r 1 a �5�. - L--1- 31 2 I-r--------r- 1 / S l �I.J� a I 1 1 1 ` -_L,5,] - �5 •Si./' a 1 Roof 7 9 27 / Hip Roof 7 < 8 <= 27 Walls � Hip Roof , � A �= 27 , 4- <- ; «'alts / Gable Roof . < 8 = 4- 1j'alls t� a Hip < <= RWa2 � a a a a a Wind Pressure on Components and Cladding Wind Pressure on Components and Cladding Wind Pressure on Components and Cladding Wind Pressure on Components and Cladding "a" ft Width of Pressure Coefficient Zone "a" - 4.4 ft Width of Pressure Coefficient Zone "a" = 8.3 ft Width of Pressure Coefficient Zone "a" = 3 ft Width of Pressure Coefficient Zone Zone Max = 3 Min Max P Min P Description Width Span Area Zone Max Min Max P Min P Description Width Span Area Zone Max Min Max P Min P Description Width Span Area Zone Max Min Max P Min P Description Width Span Area ft ft ft 2 GCp GCp psf psf--- ft ft ft^2 Gcp GCp psf psf ft ft ft^2 GCp GCp psf psf ft ft ft^2 GCp GCp psf psf ------------------------------------------- -------------- ----------------------------------------------------- Roof Truss 2.00 44.00 645.33 1 0.300 0.800 10.537 -21.514 Roof ------------------------------- Panel 4.00 22.00 161.33 1 0.300 0.800 12.118 24.741 ____-------------------- Roof Fanel 4.00 10.00 40.00 1 0.360 -0.840 20.407 -30.510 Roof Panel 4.00 10.00 40.00 I 0.380 40.00 2 0.380 -0.840 14.823 -'. .019 -1.399 14.823 -91.826 Roof Truss End 2.00 44.00 645.33 2 0.300 -1.200 10.537 -30.'2.95 Roof Panel End 4.00 22.00 16l.33 2 0.300 -1.200 12.118 -34.839 roof Panel End 4.00 10.00 40.00 2 0.380 -1.399 20.407 -42.785 Roof Panel CorEnd 4.00 10.00 3.00 3.00 9.00 3 0.500 -1.700 18.013 49.8(10 Roof Truss Corner 4.40 4.40 19.36 3 0.443 -1.551 13.668 -38.122 Root Panel Corner 8.30 8.30 68.89 3 0.332 -1.28L 12.935 -36.882 Roof Panel Corner 3.00 3.00 9.00 3 0.500 -2.6,00 23.050 -69.151 Roof Panel Corner 4.00 19.00 120.33 4 0.809 -0.909 26.203 -2.8.852 Wall 5.00 8.00 40.00 3 0.380 -1.399 12.284 -34.663 Wall Panel 4.00 8.00 32.00 4 0.820 -0.910 25.238 -27.510 Wall Panel Wail °anel Corner 4.00 19.00 120.33 5 0.809 -1.078 26.203-"i1.79S Wall �'nrner `,.00 8.00 40.00 5 0.894 -1.187 23.510 -30.011 Wall Panel Corner 4.00 8.00 32.00 5 0.820 -1.0 199 25._:;8 -32.300 Khcc:Comp. & Clad. TahlP 6-3 Case 1 = 0.70 'fable - 0.70 Qhcc:.00256*V^2*I*Khcc*Kht*Kd - 21.95 psf Khcc:Comp. & Clad. Table 6-3 Case 1 � 0 14 Khcc:Comp. & Clad. Tahle 6-3 Case 1 = 0.70 Khcc:Ccrrip. & (:]ad. 6-3 Case 1 = 25.25 psf Qhcc:.00256*V'2*i*Khcc*Kht*Kd 26.49 psf Qhcc:.00256*V^2*I*Khcc*Kht*Kd - 21.95 psf Qhcc:.00256*V^2*1*Khcc*Kht*Kd TOWER ADMINISTRATIVE BLDG. MAIN BLDG. DRIVE-THRU COMPONENT &CLADDING SCHEDULES TOP OF CONCRETE 11 TO MATCH WALL REINFORCING 2 WCT ASSOCIATES INC. Engko f"6 FL COA * 28260 4251 Spruce creek Rd B14 4 suite 1 Port Or2118e, FWicb 32127-4333 (386)265-4911 co r4 00 0 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT v MICHAEL MADY INC., 2010 Z O H U') UlH W C0 H DC F - w Z O Z 0 0 0 Q Z > _Jm Z O .-•1 H I*%. V) P-. HN M J LL ix six Q O � Q Z O 4 Z THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY Q FOR PERMITTING ONLY 0 rx Q DESIGN DEVELOPMENT 0 P Z--, Lti 00 U u 4 Z o z v S n O a xx w co r4 00 0 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT v MICHAEL MADY INC., 2010 Z O H U') UlH W C0 H DC F - w Z O Z 0 0 0 Q Z > _Jm Z O .-•1 H I*%. V) P-. HN M J LL ix six Q O � Q Z O 4 Z THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY Q FOR PERMITTING ONLY 0 SCHEMATIC DESIGN Q DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: STRUCTURAL NOTES AND DETAILS Date: 08/06/10 Designed By: JDD Drawn By: JDD Reviewed By: WCT Comm. No. SM080008 Revisions: Sheet: Sheet No. of 54.1 WALTER CARL TAYLOR, P.E 54548 8" CMU W/ HORIZONTAL REINFORCING @ 16" O.C. (TYP.). SEE MASONRY NOTES SHEET 54.1. SEE PLAN FOR WALL VERTICAL REINFORCING DOWELS TO MATCH VERTICAL REINF., 4"x36" LLV -SLAB PER PLAN TURNDOWN SLAB DETAIL SCALE: 3/4" = 1'-0" 4" CONC. SLAB W/ 6x6 REINF. W.W.F SHEETS COMPACTED CUT 1/2 OF WIRES AT JOINTS SUBGRADE [fr 1/8" - SAW BLADE WIDTH 1 1/2" VAPOR RETARDER v —X X'— —,X X v CD CONTRACTION JOINT 4" CONC. SLAB VAPOR W/ 6x6 REINF. W.W.F SHEETS RETARDER COMPACTED 2" 2" METAL FORM. SUBGRADE REMOVE AND APPLY BOND BREAKER OR LEAVE IN PLACE USING ----p.--+� REMOVABLE VINYL CAP.___FILL JOINT W/ TRAFFIC BEARING JOINT FILLER. CJ = CONSTRUCTION JOINT SLAB JOINT DETAILS SCALE: N.T.S. PRE-ENGINEERED STEEL FRAME MANUFACTURER DESIGNED COLUMN, BASEPLATE AND ANCHOR BOLT SIZE AND QUANTITY 16" x 16" x 16" H CONCRETE PIER W/ (4) #5 BARS VERT. & (4) #3 TIES HORIZ. (SEE 14/A2.1 FOR LOCATION) GRADE/PAVEMENT/SIDEWALK PER PLAN CL qp d c ° dd d ° A 446 a . ° 4 d CONCRETE FOOTING = Lu o ° o 44 Lo PER PLAN 4 d a a a. to • • ° • ° d • d , d • SEE SCHEDULE COLUMN FOOTING DETAIL SCALE: 3/4" = 1'-0" 2x6 OUTRIGGER @ 24" O.C. SIMPSON H2.5A W/(5) 8d NAILS, TYP. @ EACH TRUSS BEARING, TYP. (2)2X10 BEAM SIMPSON ACE4 � I CONNECTOR W/ (10)-161) NAILS TO BEAM AND (10)-161) NAILS TO P05T 4X4 POST JOIST HANGER SIMPSON H2.5A W/(5) 8d NAILS, TYP. @ EACH TRUSS BEARING, SIMPSON HU 210-2 HANGER W/ (10) 10d NAILS INTO TRUSS & (18) 1/4 X 2 1/4 TITEN SCREWS INTO MASONRY CONT. BOND BEAM OR LINTEL BLOCK (W/ FABRIC POUR5TOP) & #5 CONT. ENTRY FRAMING DETAIL 1/2" EXPANSION JOINT LOCATE UNDER THRESHOLD #4 BARS CONT. SLAB PER PLAN 1 TURNDOWN SLAB DETAIL THRESHOLD PRE-ENGINEERED - WOOD ROOF TRUSSES @ 24" O.C. EXIST. BUILDING STRUCTURE, VERIFY IN FIELD SLAB PER PLAN x x —� x ° 4 .. :. TURNDOWN SLAB SEE SCHEDULE FOR SIZE AND REINF. EPDXY DOWEL TURNDOWN SLAB 4" INTO EXIST. FOOTING @ 24" O.C. z TURNDOWN SLAB DETAIL EXIST. COND. SCALE: 3/4" IA" 6 PRE-ENGINEERED - WOOD ROOF TRUSSES @ 24" O.C. MOISTURE BARRIER :. CONT. BOND BEAM OR LINTEL BLOCK (W/ FABRIC POURSTOP) & #5 CONT. SIMPSON HTSM20 CONNECTOR W/ (10) 10d NAILS INTO TRUSS & (4) 1/4 X 2 1/4 TITEN SCREWS INTO MASONRY REINFORCED 8" CMU WALL WOOD TRUSS CONNECTION DETAIL SCALE: 3/4" = IA" SIMPSON HT5M20 CONNECTOR W/ (10) 10d NAILS INTO TRUSS & (4) 1/4 X 2 1/4 TITEN SCREWS INTO MASONRY MOISTURE BARRIER REINFORCED 8" CMU WALL TRUSS BEARING_ 8'-0" A.F.F. TRUSS BEARING 8'-0" A.F.F. 10 5IMP50N ABU44 P05T BASE W/ (12) 16d NAILS TO POST & 4x4 WD. POST (1) 5/8'0 EPDXY ANCHOR INTO CONCRETE (8" EMBED. MIN.) r -SLAB PER PLAN 4 a' ju—d. x = 4x = x _ a �. TURNDOWN SLAB Ilk SEE SCHEDULE FOR SIZE AND REINF. EXTERIOR WOOD COLUMN DETAIL SCALE: 3/4" = 1'-0" GALV. STEEL SIPS PANEL AND ANCHORAGE BY WALL PANEL MANUFACTURER -SLAB PER PLAN TURNDOWN SLAB DETAIL SANCTUARY , SCALE: 3/4" = 1'-0" PRE-ENGINEERED STEEL FRAME MANUFACTURER DESIGNED zZ COLUMN, BASEPLATE AND ANCHOR BOLT SIZE AND QUANTITY GALV. STEEL SIPS PANEL AND ANCHORAGE BY WALL PANEL MANUFACTURER SLAB PER PLAN 0'-0" F.F. °d.. II °l. II H. �^ X4 ° d d IIS ° ' d I +III ° d TURNDOWN SLAB d ° d a SEE SCHEDULE FOR • • • d °• 4. SIZE AND REINF. PER SCHEDULE DETAIL SCALE: 3/4" = V-0" NOT USED SCALE: 4 FOOTING WHERE SHOWN ANCHOR BOLT BOLT SIZE L 3/4" 1'-0" 1" 1'-511 ANCHOR BOLT DETAIL SCALE: 3/4" = 1'-0" J BASE PLATE NUT OR HEAD DETAIL 12 SCALE: 3/4" = 1'-0" COPYRIGHT ® MICHAEL BRADY INC., 2010 z 0 H H W m H 3 w Z 0 J co z to N H M J LL Zo Q � Oz oc ¢ V) V) Z �0 Q z ix O U - Z O H 0 Q Z Q THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: STRUCTURAL DETAILS KEE Date: 08/06/10 Designed By: JDD Drawn By: JDD Reviewed By: WCT Comm. No. SM080008 Revisions: WCT ASSOCIATES. INC Ew100Li% FL COA N 21260 4251 Spruce Creek Rd OMS 4 Suite 1 Port 0MV, Flory 32127-4353 (386)265-1911 Sheet: Sheet No. of 55.1 WALTER CARL TAYLOR, P.E. 54548 0� C mN «m cd 8 CO 200 • (D s U pG m P E- if) U v U U O S m a THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ® MICHAEL BRADY INC., 2010 z 0 H H W m H 3 w Z 0 J co z to N H M J LL Zo Q � Oz oc ¢ V) V) Z �0 Q z ix O U - Z O H 0 Q Z Q THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: STRUCTURAL DETAILS KEE Date: 08/06/10 Designed By: JDD Drawn By: JDD Reviewed By: WCT Comm. No. SM080008 Revisions: WCT ASSOCIATES. INC Ew100Li% FL COA N 21260 4251 Spruce Creek Rd OMS 4 Suite 1 Port 0MV, Flory 32127-4353 (386)265-1911 Sheet: Sheet No. of 55.1 WALTER CARL TAYLOR, P.E. 54548 zu crm 80 CFM LIBRARY 6"0 K RE N 'I + ;- 10�_.._J ■ 611 _--- ❑ FC -6 � 102 FC -5 12"x12" 14"x I' FC -7 - (14 -r (J! uic % __ _ __ -- CR -1 CR -1 Y STORAGE 520 CFM CD -1 CO -1 360 CFM _.11"x12" 40 C M20 CFM CO -1 CONFERENCE FC - IST FFICE 60 CFM ROOM - - t/- iC� !a'0 EXISTFFIC ❑FC 611 ILL - _ u/c D-1 CD -1 40 CFM 360 CFM j FC -3_ T4 FC -2 6"0 UP TO 6"0 ��° ROOF CAP 611 11x611 A 111 O 11 10 x10 „ „ „ Cb -1 CD -1 " 10"x12'04� 8 x8 10"X 40 CFM 260 CFM CD -1 10"0 60 CFM RE. QM -1 - - FC -8 CFM - FFICE # i CE -1 6 ,. 8 a 11 11 O -__ _.__. 100 CFM 105 11 I , 01 „x61, — -E - T CD -1 LTlV j Ex 11� l IIxC0I 10Ux U "0 40 CFM L"1�8-o V '�XTSTTNG STO j 10"o UP TO X CE -1 - ! u/c QEoo -- i j ROOF CAP no ° 90 CFM 101, CD -1 FC -11 FC -38 ABOVE DOOR s= �"' FC -12 CE� ■ ERV -1 AiryE - 40 CFM h -- , F 20 CFM 108 10' J IC - t 1 5 OR z#2 J,� FT�F 6� 80 0M — I, . XI PJURSES cXISTZhvC MFCFaAF��I�A'C ii CD -1 C i106 = -- I T j 2 CFM ICE Y ROOM M � 40 CFM CE -1 I FC -9 100 CFM D-1 100 CFM p_ iw crm - i BVE 8X8. -- 00 x ui \ F-2 ' 32"x13" \ CR -1 100 CFM ® CD -2 \ 200 CFM 10"42' 1011 0 , 10"x10" W 12"42" v 12"42' 113 �. CE -1 i6„ 14,- r ` 300 CFM' " " C-1 X12 811X811 UP/ '\ TO ROOF CAP ` 6"x14" 18"X1811 A -- SWS-1 -- _ - CLASSROC)M10"x10" E+ 8"x81 840 CFM , 1--6 , 12"x12" _ 10"Xlo" 12"X12" 12"x12 SR ill SWS-1 SWS-1 00 CFM LOB�y i 200 CFp� 400 CFM \\ 114 \\ - \ \`. r. FC-15� FC -26 - - "s` ,. S -24 12"X12" 18"X18" 4 CU- - -23 SWS-1 SWS-1 10"X1 R STORA 0' CHAT 400 CFM / 970 C -` FM - SWS-1 •AlJ�IO/i/TS?_lAl,. PHONE/C 12b 200 CF 121142" 1?4F*" 12"X12" , '15. "X18" !0"x10'S ��SWS-1 / _ WR -1 j + FC -1 10"X10" --- 400 CFM 9 CFM _ 18"48" 22"x10" SWS-1 1011 011 - -- --- � _ 200 CFM +? \ 121#x12" FC -22 \ 12"X12" / 10"X10" UP "I' MEN 12"x SWS-1 \ TO ROQ CAP 1 _ / 11 11 S 2CFM 'X32" \\ / \ -1 8 2 -2 M <> ELECT"RICAL SWS-1 ` FC -27 \ / FC -37 - FC -21 400 CFM \, 16"44" 123- 12"x12" \ 10"44' AS -SEM Y' / . FC -13--'/O'\ _ ,-36 ' ` x6 C JANITOR!l�T"TL':T�' ` <01 2811x81 -1;7 18"x18"\ % 12"X12CE-1 FC -28 / 5 Cf - M CF 3 Cb - 18"x18" 0\ \ \ 12"42' 50 CF / 2 HOODED WALL CAP - 11 FC -18 �x\ - \ / GREENHECK MODEL FC -29 12"X12"\ \ ` ` � BVE 8X8. SWS-1 325 CFM -35 SWS-1 CU -3 \ 200 CFM 12"42' FC -30 \ FC -3 30"x20'\ 12"X12" / \ \ 325 CFM °x12" E IPJG CE \ '42"x12" � , 100 10"X10" \ T \\ 10"x10' •� �' SWS-1 x ` CFM 00- FC -33 - 12"X12" MUA-1 \ SWS-1 10" 325 CFM M SW5-1 CHAIR STORAGE " + - �C 11- 12 x12 B 10"x10 \ FC -3 S 18"x18' / \\ S 3 "X10" CLASSROOM \ SWS-1 / 00 CFM -120 \ / --r- 10"X10' C-20 ` \ S-1 Cu -4 CU -4 / 200 CFM C ' / CLASSROOM --, Z 121 MECHANICAL FLOOR PLAN -HVAC , SCALE: 1/8" = V-0" COPYRIGHT 0 MICHAEL BRADY INC., 2010 m z O � H ch LL za a no oZ DC � z r0 F� a z O u - z 0 0 4 Q z qc THIS DRAWING HAS BEEN ISSUED: D FOR REVIEW ONLY 13 Li Q SCHEMATIC DESIGN .. ._ c CONSTRUCTION DOCUMENTS Nm U �co CD Q� U_ r E� O Y O c0 d re) Of o o w F Ln U) N w �� Ln � v LLU v ZO O (if U N E O : 0 H Lu Z O `s O X 3 C) a = a 3 r- N J a_ LL- 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUrMS OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 m z O � H ch LL za a no oZ DC � z r0 F� a z O u - z 0 0 4 Q z qc THIS DRAWING HAS BEEN ISSUED: D FOR REVIEW ONLY 13 FOR PERMITTING ONLY Q SCHEMATIC DESIGN D DESIGN DEVELOPMENT M CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL FLOOR PLAN -HVAC Date: 08/06/10 Designed By: JLM Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of M1.1 aP , No. 5776 STATE OF ., .•�0R��•.. ♦�. u FLOOR PLAN—MECHANICAL PIPING SCALE: 1/8" = V-0" THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT O MICHAEL BRADY INC., 2010 OVA O H H D' w m N DC LU Z Q M� co Z O H Z d A3 Q Z O p Q Z N m J LL DC O LL Q THIS DRAWING HAS BEEN ISSUED 3 Q FOR REVIEW ONLY D FOR PERMITTING ONLY -- 13 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL FLOOR PLAN -PIPING Date: 08/06/10 Designed By: JLM S� Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of M2.1 No. 57761 ; STATE OF 9 O Ld i ?1 Y O c0 n r7 r4-) E E O THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT O MICHAEL BRADY INC., 2010 OVA O H H D' w m N DC LU Z Q M� co Z O H Z d A3 Q Z O p Q Z N m J LL DC O LL Q THIS DRAWING HAS BEEN ISSUED 3 Q FOR REVIEW ONLY D FOR PERMITTING ONLY -- 13 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL FLOOR PLAN -PIPING Date: 08/06/10 Designed By: JLM S� Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of M2.1 No. 57761 ; STATE OF 9 O Ld O O r- U7 Ln >, N w LnLna U � J w 0 0 N Q_ o 0 Of AZE o < w U w Z O `S O X 3 OU) Q a -LL_ 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT O MICHAEL BRADY INC., 2010 OVA O H H D' w m N DC LU Z Q M� co Z O H Z d A3 Q Z O p Q Z N m J LL DC O LL Q THIS DRAWING HAS BEEN ISSUED 3 Q FOR REVIEW ONLY D FOR PERMITTING ONLY -- 13 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL FLOOR PLAN -PIPING Date: 08/06/10 Designed By: JLM S� Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of M2.1 No. 57761 ; STATE OF 9 1. tLtc i RICAL TO PROVIDE 208/1/60 NON -FUSED TOGGLE DISCONNECT AT EACH FAN COIL UNIT 2. ALL FAN COIL UNITS WITH FXSQ (HORIZONTAL CEILING CONCEALED -DUCTED) UNIT SHALL INCLUDE: DECORATOR RETURN PANEL W/HINGED ACCESS, SUCTION FLANGE AND SUCTION PANEL. 3. ALL FAN COIL UNITS TO BE PROVIDE WITH 7 -DAY PROGRAMMABLE CONTROL REQUIRING ONLY TWISTED, UNSHIELDED CABLE WIRE BACK TO FAN COIL UNIT. 4. ALL FAN COIL UNITS PROVIDED WITH ON BOARD DIAGNOSTICS, ELECTRONIC EXPANSION VALVE, AND ECM FAN MOTORS, NECESSARY SENSORS FOR COMPLETE CONTROL. 5. MULTIPLE FAN COIL UNITS CAN BE WIRED BACK TO A SINGLE ELECTRICAL CIRCUIT. 6. FURNISH I-TOUCHCENTRAL CONTROL PLANEL WITH TOUCH SCREEN, COMPLETE DIAGNOSTICS, COMPLETE CONTROL, ENERGY SAVINGS CAPABILITY FOR ALL FCUS WIRED VIA TWISTED, UNSHIELDED DAISY CHAINED CABLE. 7. FURNISH WEB BASED CENTRAL CONTROL SOFTWARE PROVIDING COMPLETE ACCESS VIA INTERNET CONNECTION. 8. INCLUDE CLEANABLE FILTERS. 9. INCLUDE CONDENSATE PUMPS FOR ALL WALL HUNG (MODEL FXAQ) FAN COIL UNITS. 10. PROVIDE STARTUP FOR ENTIRE VRV SYSTEM INCLUDING CONTROLS. 11. PROVIDE CONDENSATE PUMP DESIGNATION MANUFACTURER MODEL VARIABLE REFRIGERANT FLOW FAN COIL UNIT SCHEDULE COOLING POWER INPUT (WATTS) HEATING POWER INPUT (WATTS) DESIGNATION CFM SP. -IN W.G. RPM WATTS (INPUT) V/PH/HZ (FAN) SONES INTERLOCK WITH MANUFACTURER MODEL NO. NOTES: F-1 75 0.25 AIRFLOW 80 1.1 LIGHTSWITCH GREENHECK SP -8110 F-2 300 LIQUID GAS 144 115/1/60 4.6 N/A DESIGNATION MODEL TOTAL CLG BTU/H HEATING BTU/H EAT CLG OF EAT HTG OF CFM MAX/MIN FAN DRIVE V/PH/HZ MCA MFA FLA REFRIGERANT CONTROL REFRIGERANT PIPING (IN) REFRIGERANT PIPING (IN) SOUND DBA MAN/MIN WGHT LBS NOTES FC -1 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -2 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -3 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -4 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -5 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -6 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -7 FXSQ36MVJU 36,000 40,000 80/67 70 990/740 DIRECT DRIVE 208/1/60 1.8 15 1.5 R -410A T -STAT 3/8 5/8 45/39 119 1,3,4,5,6,7,8,10 FC -8 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -9 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -10 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -11 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -12 FX7Q18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -13 FXAQ24MVJU 24,000 27,000 80/67 70 635/470 DIRECT DRIVE 208/1/60 0.6 15 0.5 R -410A T -STAT 3/8 5/8 47/40 31 1,3,4,5,6,7,8,9,10,11 FC -14 FXAQ09MVJU 9,500 10,500 80/67 70 280/175 DIRECT DRIVE 208/1/60 0.3 15 0.2 R -410A T -STAT 1/4 1/2 37/31 25 1,3,4,5,6,7,8,9,10,11 FC -15 FXAQ24MVJU 24,000 27,000 80/67 70 635/470 DIRECT DRIVE 208/1/60 0.6 15 0.5 R -410A T -STAT 3/8 5/8 47/40 31 1,3,4,5,6,7,8,9,10,11 FC -16 FXSQ48MVJU 48,000 54,000 80/67 70 1,300/950 DIRECT DRIVE 208/1/60 2.4 15 2.0 R -410A T -STAT 3/8 5/8 48/43 122 1,2,3,4,5,6,7,8,10 FC -17 FXSQ48MVJU 48,000 54,000 80/67 70 1,300/950 DIRECT DRIVE 208/1/60 2.4 15 2.0 R -410A T -STAT 3/8 5/8 48/43 122 1,2,3,4,5,6,7,8,10 FC -18 FXAQ24MVJU 24,000 27,000 80/67 70 635/470 DIRECT DRIVE 208/1/60 0.6 15 0.5 R -410A T -STAT 3/8 5/8 47/40 31 1,3,4,5,6,7,8,9,10,11 FC -19 FXAQ18MVJU 18,000 20,000 80/67 70 500/400 DIRECT DRIVE 208/1/60 0.4 15 0.3 R -410A T -STAT 1/4 1/2 43/37 31 1,3,4,5,6,7,8,9,10,11 FC -20 FXAQ24MVJU 24,000 27,000 80/67 70 635/470 DIRECT DRIVE 208/1/60 0.6 15 0.5 R -410A T -STAT 3/8 5/8 47/40 31 1,3,4,5,6,7,8,9,10,11 FC -21 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -22 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -23 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -24 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -25 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -26 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -27 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -28 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -29 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -30 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -31 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -32 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -33 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -34 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -35 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -36 FXZQ18M7VJU 18,000 21,000 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -37 FXZQ18M7VJU 18,000 21,000 1 80/67 70 495/353 DIRECT DRIVE 208/1/60 0.9 15 0.7 R -410A T -STAT 1/4 1/2 41/34 48 1,3,4,5,6,7,8,10 FC -38 FXAQ09MVJU 7,238 8,017 80/67 70 280/175 DIRECT DRIVE 208/1/60 1 0.3 15 0.7 R -410A T -STAT 1/4 1/2 36/29 25 1,3,4,5,6,7,8,10 1. tLtc i RICAL TO PROVIDE 208/1/60 NON -FUSED TOGGLE DISCONNECT AT EACH FAN COIL UNIT 2. ALL FAN COIL UNITS WITH FXSQ (HORIZONTAL CEILING CONCEALED -DUCTED) UNIT SHALL INCLUDE: DECORATOR RETURN PANEL W/HINGED ACCESS, SUCTION FLANGE AND SUCTION PANEL. 3. ALL FAN COIL UNITS TO BE PROVIDE WITH 7 -DAY PROGRAMMABLE CONTROL REQUIRING ONLY TWISTED, UNSHIELDED CABLE WIRE BACK TO FAN COIL UNIT. 4. ALL FAN COIL UNITS PROVIDED WITH ON BOARD DIAGNOSTICS, ELECTRONIC EXPANSION VALVE, AND ECM FAN MOTORS, NECESSARY SENSORS FOR COMPLETE CONTROL. 5. MULTIPLE FAN COIL UNITS CAN BE WIRED BACK TO A SINGLE ELECTRICAL CIRCUIT. 6. FURNISH I-TOUCHCENTRAL CONTROL PLANEL WITH TOUCH SCREEN, COMPLETE DIAGNOSTICS, COMPLETE CONTROL, ENERGY SAVINGS CAPABILITY FOR ALL FCUS WIRED VIA TWISTED, UNSHIELDED DAISY CHAINED CABLE. 7. FURNISH WEB BASED CENTRAL CONTROL SOFTWARE PROVIDING COMPLETE ACCESS VIA INTERNET CONNECTION. 8. INCLUDE CLEANABLE FILTERS. 9. INCLUDE CONDENSATE PUMPS FOR ALL WALL HUNG (MODEL FXAQ) FAN COIL UNITS. 10. PROVIDE STARTUP FOR ENTIRE VRV SYSTEM INCLUDING CONTROLS. 11. PROVIDE CONDENSATE PUMP 1. ALTERNATE MFGS: COOK; BROAN; NUTONE 2. PROVIDE INSULATED PREFABRICATED CURB 3. FAN SHALL COME ON WITH LIGHT SWITCH 4. PROVIDE MOTION DETECTOR 5. PROVIDE FIRE DAMPER/ RADIATION DAMPER -SEE DRAWINGS 6. EQUIPMENT SHALL BE UL LISTED 7. EQUIPMENT SHALL BE EXPLOSION PROOF 8. PROVIDE FUSED DISCONNECT 9. PROVIDE DISCHARGE AIR HOOD 10. PROVIDE DRYER VENT BOX ALOES# 99-060 11. PROVIDE LINT TRAP ALOES# 99-059 12. PROVIDE CAP DAMPER ALOES# 99-054 13. PROVIDE DRYER VENT ALDES# 22-032 14. PROVIDE CURRENT SENSOR SWITCH ALDES# 28-885 15. PROVIDE MODEL RJ ROOF CAP BRANCH SELECTOR SCHEDULE DESIGNATION MANUFACTURER MODEL FAN SCHEDULE V/PH/HZ MFA COOLING POWER INPUT (WATTS) HEATING POWER INPUT (WATTS) DESIGNATION CFM SP. -IN W.G. RPM WATTS (INPUT) V/PH/HZ (FAN) SONES INTERLOCK WITH MANUFACTURER MODEL NO. NOTES: F-1 75 0.25 950 80 1.1 LIGHTSWITCH GREENHECK SP -8110 F-2 300 0.5 1350 144 115/1/60 4.6 N/A GREENHECK CSP -A390 1,2,6,8,15 F-3 375 0.5 1350 144 115/1/60 4.6 N/A GREENHECK CSP -A390 1,2,6,8,15 1. ALTERNATE MFGS: COOK; BROAN; NUTONE 2. PROVIDE INSULATED PREFABRICATED CURB 3. FAN SHALL COME ON WITH LIGHT SWITCH 4. PROVIDE MOTION DETECTOR 5. PROVIDE FIRE DAMPER/ RADIATION DAMPER -SEE DRAWINGS 6. EQUIPMENT SHALL BE UL LISTED 7. EQUIPMENT SHALL BE EXPLOSION PROOF 8. PROVIDE FUSED DISCONNECT 9. PROVIDE DISCHARGE AIR HOOD 10. PROVIDE DRYER VENT BOX ALOES# 99-060 11. PROVIDE LINT TRAP ALOES# 99-059 12. PROVIDE CAP DAMPER ALOES# 99-054 13. PROVIDE DRYER VENT ALDES# 22-032 14. PROVIDE CURRENT SENSOR SWITCH ALDES# 28-885 15. PROVIDE MODEL RJ ROOF CAP BRANCH SELECTOR SCHEDULE DESIGNATION MANUFACTURER MODEL COOLING CAPACITY V/PH/HZ MFA COOLING POWER INPUT (WATTS) HEATING POWER INPUT (WATTS) INDOOR UNIT LIQUID PIPING (IN) INDOOR UNIT GAS PIPING (IN) OUTDOOR UNIT LIQUID PIPING (IN) OUTDOOR UNIT SUCTION GAS PIPING (IN) OUTDOOR UNIT DISCHARGE GAS PIPING (IN) NUMBER OF CONNECTABLE INDOOR SOUND LEVEL WEIGHT BS -1 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -2 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 85-3 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -4 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -5 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 85-6 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 85-7 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -8 DAIKIN 85VQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -9 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 B5-30 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -11 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/S 5/8 3/8 5/8 1/2 3 42 26 BS -12 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -13 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 1 5/8 3/8 5/8 1/2 3 42 26 BS -14 DAIKIN BSVQ36PV:1 U 36,000 1 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 85-15 DAIKIN BSVQ36PVJU 36,000 1 208/1/60 15 5 1 5 3/8 5/8 3/8 5/8 1/2 3 42 26 AIR DISTRIBUTION SCHEDULE O (0 U FRAME STYLE r) VARIABLE REFRIGERANT FLOW CONDENSING UNIT DESIGN DEVELOPMENT RADIATION MANUFACTURER MODEL c SURFACE MOUNT LAY -IN DEFLECTION THROW (FT.) NECK VELOCITY MODULE SIZE DAMPER MEDIA SIZE THICKNESS DESIGNATION SERVICE METAL & FINISH DAMPER (DIFFUSER) NUMBER(DIFFUSER) OPERATING CD -1 CEILING SUPPLY COMPRESSOR NO ALUMINUM, MATCH 4 -WAY THROW N/A N/A 24X24 O.B.D. N/A N/A NO TITUS TMSA-AA 1 H&PRESSURE DIFFUSER LLj PAINT, SEE ARCHITECT Z COOLING COOLING HEATING HEATING RANGE- OPERATING 3 MOTOR Lai FAN MOTOR CD -2 CEILING SUPPLY NO YES ALUMINUM, MATCH MAXIMUM TOTAL N/A 24X24 LIQUID PIPING SUCTION GAS GAS PIPING PRESSURE TITUS SOUND i CAPACITY DESIGNATION MODEL NO BTU/H INPUT POWER CAPACITY INPUT POWER COOLING °F RANGE - HEATING °F °F COMPRESSOR RATING OUTPUT STARTING OVERCURRENT REFRIGERANT NO (MAINLINE) PIPING (MAIN (MAINLINE) EQUALIZER MAX. NO. OF PRESSURE N/A N/A NO KW BTU/H KW -DB -DB/ -WB TYPE OUTPUT FAN TYPE (WATTS) FAN CFM FAN DRIVE V/PH/HZ MCA MFA CURRENT AMPS TYPE CONTROL (IN) LINE) (IN) (IN) PIPE INDOOR UNITS LEVEL @ 3FT WEIGHT (LBS) NOTES CU -1 REYQ192PTJ-U 192,000 16.3 216,000 17.4 23-110 0-77/-4-60 DAIKIN HIGH 21.6 PROPELLER FAN 1,500 13,410 DIRECT DRIVE 208/3/60 64.9 90 137 84 R -410A ELECTRONIC 5/8" 1-1/8 1-1/8 3/4 33 62 1,010 1,2 YES NO ALUMINUM, MATCH 0' DOUBLE N/A N/A PRESSURE OBBD N/A N/A NO TITUS 30OFS 1 GRILLE EXPANSION DEFLECTION SWS-1 SIDEWALL SUPPLY YES DOME SCROLL ALUMINUM, MATCH DOUBLE N/A N/A N/A 0880 N/A N/A NO TITUS 30OFS VALVE GRILLE PAINT, SEE ARCHITECT DEFLECTION CU -2 RXYQ96PTJU 96,000 8.4 108,000 8.95 23-110 0-77/-4-60 DAIKIN HIGH 11.2 PROPELLER FAN 700 6,700 DIRECT DRIVE 208/3/60 43.8 45 131 53.8 R -410A ELECTRONIC 3/8 7/8 3/4 N/A 16 PRESSURE 58 730 1,2 EXPANSION DOME SCROLL VALVE CU -3 RXYQ168PTJU 168,000 14,0 189,000 14.7 23-110 0-77/-4-60 DAIKIN HIGH 11.4 PROPELLER FAN 1,500 13,060 DIRECT DRIVE 208/3/60 72.2 90 137 109 R -410A ELECTRONIC 5/8 1-1/8 3/4 3/4 PRESSURE EXPANSION 29 61 1,120 1,2 DOME SCROLL VALVE CU -4 RXYQ144PTJU 144,000 13.2 162,000 13.4 23-110 0-77/-4-60 DAIKIN HIGH 7.6 PROPELLER FAN 1,500 8,299 DIRECT DRIVE 208/3/60 72.2 80 - 56.8 R -410A ELECTRONIC 1/2 1-1/8 N/A N/A 25 62 747 1,2 PRESSURE EXPANSION DOME SCROLL VALVE CU -5 RXYQ120PTJU 120,000 10.9 135,000 11.4 23-110 0-77/-4-60 DAIKIN HIGH 14.5 PROPELLER FAN 750 7,060 DIRECT DRIVE 208/3/60 41.3 60 132 54.5 R -410A ELECTRONIC 1/2 1-1/8 N/A N/A 20 PRESSURE 60 560 1,2 EXPANSION DOME SCROLL VALVE 1. PROVIDE LOW AMBIENT HEAD PRESSURE CONTROL TO _0127F. 2. PROVIDE STEEL PROTECTIVE GUARD OVER ALL EXPOSED COIL SURFACES. 3. SEE ALSO SPECIFICATION SECTION 4. ALTERNATIVE MANUFACTURERS AIR DISTRIBUTION SCHEDULE O (0 U FRAME STYLE r) AIR CONTROL RETURN DESIGN DEVELOPMENT RADIATION MANUFACTURER MODEL c SURFACE MOUNT LAY -IN DEFLECTION THROW (FT.) NECK VELOCITY MODULE SIZE DAMPER MEDIA SIZE THICKNESS DESIGNATION SERVICE METAL & FINISH DAMPER (DIFFUSER) NUMBER(DIFFUSER) NOTES: CD -1 CEILING SUPPLY YES NO ALUMINUM, MATCH 4 -WAY THROW N/A N/A 24X24 O.B.D. N/A N/A NO TITUS TMSA-AA 1 DIFFUSER LLj PAINT, SEE ARCHITECT Z p y O X 3 J 3 N 0- Lai CD -2 CEILING SUPPLY NO YES ALUMINUM, MATCH 4 -WAY THROW N/A N/A 24X24 O.B.D. N/A N/A NO TITUS TMSA-AA i DIFFUSER PAINT, SEE ARCHITECT CE -1 CEILING EXHAUST YES NO ALUMINUM, MATCH DOUBLE N/A N/A 2024 OBBD N/A N/A NO TITUS 50F 1 REGISTER PAINT, SEE ARCHITECT DEFLECTION CR -1 CEILING RETURN YES NO ALUMINUM, MATCH EGGCRATE N/A N/A 24X24 OBBO N/A N/A NO TITUS 5OF 1 REGISTER PAINT, SEE ARCHITECT 5WR-1 SIDEWALL RETURN YES NO ALUMINUM, MATCH 0' DOUBLE N/A N/A N/A OBBD N/A N/A NO TITUS 30OFS 1 GRILLE PAINT, SEE ARCHITECT DEFLECTION SWS-1 SIDEWALL SUPPLY YES NO ALUMINUM, MATCH DOUBLE N/A N/A N/A 0880 N/A N/A NO TITUS 30OFS 1 GRILLE PAINT, SEE ARCHITECT DEFLECTION 1. KtrtK i U AKGHI i tc i URAL DRA WING5 FOR CEILING TYPES AND LOCATIONS MATCH LAY -OUT AND COORDINATE BORDER TYPE AS REQUIRED. 2. PROVIDE BUTTERFLY DAMPER MODEL NO. 12 MAKE -UP AIR UNIT COOLING CONTROLS FREE AIR COOLING SENSIBLE HEATING CAP. - HEATING CAP. - MOTOR MOTOR THERMOSTAT DIMENSIONAL DIMESIONAL DESIGNATION DELIVERY (CFM) ENTERING AIR °F LEAVING AIR °F TOTAL (BTUH) (BTUH) INPUT (BTUH) OUTPUT (BTUH) HEATING TYPE V/PH/HZ MCA MOCP HORSEPOWER RPM CONTROLS GUARD WIDTH OF UNIT HEIGHTOF UNIT MUA-1 4,000 87 60 198,730 123,680 270,000 218,700 GAS 208/3/60 94 110 5 1,760 T -STAT NO 56.0 45.0 1. ALTERNATIVE MANUFACTURER: REZNOR, STERLING 2. PROVIDE V BANK FILTERS 2" ALUMINUM. MESH 3. UNITS MUST BE CSA LISTED. 4. UNITS SHALL BE UL LISTED 5. PROVIDE CONTROL CENTER WITH DISCONNECT 6. PROVIDE SUPPLY INLET DAMPER 7. PROVIDE WEATHERHOOD W/ BIRDSCREEN 8. PROVIDE FULLY MODULATING GAS VALVE 9. PROVIDE DISCHARGE AIR SENSOR 10. INTERLOCK UNIT WITH KITCHEN HOOD. 11. PROVIDE AND INSTALL SMOKE DETECTOR IN SUPPLY DUCT. DIMENSIONAL ROOF CURB LENGHT OF UNIT WEIGHT - (LBS.) MODEL ROOF CURB L X W X H MANUFACTURER MODEL NO. 142.0 1 2,148 1 K00069 113X51X24 AAON I RM-015-8-0-EB09-349 ENERGY RECOVERY SCHEDULE DESIGNATION MANUFACTURER MOTOR HP TEMP. EFF. DRIVE WATTS V/PH/HZOUTDOOR CFM EXHAUST CFM EXT. SP. (IN WC)TOTAL EFF% WINTER TOTAL EFF% SUMMER WEIGHT (LBS) MODEL NUMBER RETURN FIRE/SMOKE SUPPLY FIRE/SMOKE NOTES ERV -1 RENEWAIRE 0.6 73 DIRECT DRIVE 1 550 208/1/60 1 450 450 1 0.65 1 65 50 1 160 EV450IN NO NO 3,8,9 1. PROVIDE INSULATED CURB FOR ROOF MOUNTING WITH 1" DEFLECTION SPRING RAILS. 2. PROVIDE INTAKE HOOD WITH 2" MESH FILTERS & EXHAUST HOOD WITH BIRDSCREEN. 3. PROVIDE TEMPERATURE SENSOR WITH AUTO OVERRIDE WINTER CONTROL 4. PROVIDE HINGED ACCESS DOORS 5. PROVIDE 120V NEMA 3R CONVIENCE OUTLET. WIRE TO LINE SIDE OF DISCONNECT, PROVIDE TRANSFORMER AS REQUIRED. 6. PROVIDE ROTATION SENSOR 7. PROVIDE DOUBLE WALL CONSTRUCTION 8. PROVIDE REMOTE PANEL TO CONTROL THE ERV & INTERFACE WITH THE BUILDING AUTOMATION SYSTEM 9. PROVIDE UL APPROVED UNITS. 10. PROVIDE AUTO DEFROST CONTROL. 11. PROVIDE TILT WHEEL ECONOMIZER. NOTES 1.2.3.4.5.7 - U C Aj Y O (0 U 0- r) SCHEMATIC DESIGN Q DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS O O c w Z N 00 00 w po u) v U LL_ J O O N Q > U � a E N O LLj U W Lu Z p y O X 3 J 3 N 0- Lai EM �CD tcy ca00$ co THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ®MICHAEL BRADY INC., 2010 C� Lu m H DL E- W Z AO J m Z 0 H Z 0 [Y z Z rl M -a LL LL0 z to THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY O FOR PERMITTING ONLY 13 SCHEMATIC DESIGN Q DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL SCHEDULES Date: 08/06/10 Designed By: JIM Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of I M3.1 No. STATE OF OR IP EXHAUST DUCT EXTERIOR WALL EXHAUST LOUVER DETAIL SCALE: NOT TO SCALE 3/8"x7/8"4/4" 3/8"4/8"4/2" 9 3/8"4/8"x1/2" 3/8"4/8"4/2" 85-12 KHRP25A33T KHRP25A22T B5VQ36PVJU 1/4114/2" * FC -11 B5VQ36PVJU CU -1 REYQ192PTJU 5/8"x11/8"x11/8" FC -1 FC -21 'FXZQ18MVJU 3/8"4/8"4/2" 65-1 3/8"x7/8"4/4" 1/2"x11/8"x3/4" 85-9 KHRP25M73TU KHRP25A33T B5VQ36PVJU REMQ120PTJU 3/8"4/8'4/2" BS -10 KHRP26A22T KHRP25A22T B5VQ36PVJU FC -4 BHFP26P90U 5/8"xl 1/8"xl 1/8" 1/4"4/2" * 3/8"4/8"4/2" BS -2 FXZQ18M7VJU 3/8"x7/8"x3/4"KHRP25M73TU FC -9 FC -24 FXZQ18M7VJU 1/4"4/2" * B5VQ36PVJU REMQ72PTJU FXZQ18M7VJU 3/8"4/8" FC -7 KHRP26A22T FXSQ36MVJU s ZO O X U 1/4"x1/2" 5/8"x11/8"xi 1/8" 3/8"4/8"4/21'3/4" BS -3 O :2 w KHRP25M73TU B5VQ36PVJU c N J 5/8"x11/8"x11/8" t2 Lai 3 3/8"4/8"4/2" BS -4 DENIES ANY AND ALL KHRP25M73TU RESPONSIBILITY AND LIABILITY B5VQ36PVJU FOR PROBLEMS WHICH ARISE 5/8"x11/8"x11/8" FROM FAILURE TO FOLLOW 3/8"4/8"4/2" BS -5 AND THE DESIGN INTENT THEY KHRP25M73TU CONVEY, OR PROBLEMS WHICH BSVQ36PVJU ARISE FROM OTHERS' FAILURE 1/2"x11/8"x3/4" J,3/8"4/8"4/2" TO OBTAIN AND/OR FOLLOW BS -6 GUIDANCE WITH RESPECT TO ICNRP25M72T11 ANY ERRORS, OMISSIONS, B5VQ36PVJU 3/8"x7/8"4/4" 3/8"4/8"4/2" 9 3/8"4/8"x1/2" BS -7 1/4"4/2" * KHRP25A33T KHRP25A22T B5VQ36PVJU 1/4114/2" * FC -11 3/8"x5/8"4/2" BS -8 1/4"4/2" * FC -1 FC -21 'FXZQ18MVJU B5VQ36PVJU 1/4"4/2" * 3/8"x7/8"4/4" 3/8"x5/8"4/2" 85-9 1/4"4/2" * KHRP25A33T B5VQ36PVJU 3/8"x3/4"x5/8" 3/8"4/8'4/2" BS -10 KHRP26A22T KHRP25A22T B5VQ36PVJU FC -4 3/8"4/8"4/2" FXZQ18M7VJU CU -1 PIPING DIAGRAMS SCALE: NOT TO SCALE CU -2 REYQ96PTJU 3/8"x7/8"4/4" 3/8"x7/8"x3/4" 3/8"x7/8"4/4" 1/4"xi/2" * FC -38 FC -6 FXZQ18M7VJU FXAQ09MVJU 1/4"4/2" * FC -12 33T FXZQ18M7VJU 1/4114/2" * FC -11 33T FXZQ18M7VJU 1/4"4/2" * FC -1 FC -21 'FXZQ18MVJU FXZQ18M7VJU 1/4"4/2" * FC -2 3/8"x7/8" FXZQ18M7VJU 1/4"4/2" * FC -10 KHRP26A33T FXZQ18M7VJU 3/8"x5/8" 1/4"x1/2" FC -3 KHRP26A22T FXZQ18M7VJU 1/4"4/2" FC -4 3/8"x7/8" FXZQ18M7VJU 1/4"4/2" * FC -8 KHRP26A33T FXZQ18M7VJU 1/4"4/2" * FC -9 FC -24 FXZQ18M7VJU 1/4"4/2" * FC -5 3/8"4/8" FXZQ18M7VJU 3/8"4/8" FC -7 KHRP26A22T FXSQ36MVJU BS -11 B5VQ36PVJU 1/4"4/2" * FC -6 FXZQ18M7VJU B5VQ36PVJU 3/8"4/8"4/2" BS -12 33T B5VQ36PVJU 3/8"4/8"4/2" g5-13 33T BSVQ36PVJU 3/8"x5/8"4/2" 85-14 33T B5VQ36PVJU 3/8"4/8"4/2" BS -15 B5VQ36PVJU 3/8"x5/8"* FC -13 FXAQ24MVJU 1/4"4/2" * FC -14 FXAQ09MVJU 3/8"x5/8"* FC -15 FXAQ24MVJU 3/8"x5/8"* FC -16 FXSQ48MVJU CU -2 PIPING DIAGRAMS , SCALE: NOT TO SCALE EXTRUDED ALUM. BRICK VENT, GREENHECK MODEL BVE -8X8 W/BIRO SCREEN CU -3 1/4"4/2" RXYQ168PTJU 1/2"x11/8" KHRP26M72TU 3/8"x7/8" RXYQ96PTJU BHFP22P1000 FC -30 3/8"x3/4" KHRP26M72TU RXYQ72PTJU 3/4"x3/4" 5/8"x11/8" 1/4"4/2" FC -31 1/2"x11/8" KHRP26M72TU FXZQIBMVJU 1/2"xi 1/8" 1/4"4/2" FC -30 36" KHRP26M72TU FXZQ18MVJU 1/2"xl 1/8" 1/4"x1/2" FC -21 'FXZQ18MVJU 2"4"4/8" KHRP26M72TU FXZQ18MVJU 3/8"x7/8" 1/4"4/8" FC -29 84" KHRP26A33T FXZQ18MVJU 3/8"x7/8" 1/4"x1/2" FC -22 KHRP26A33T FXZQ18MVJU 3/8"x7/8" 1/4"4/2" FC -23 KHRP26A33T FXZQ18MVJU 3/8"x3/4" 1/4"4/2" FC -24 KHRP26A22T FXZQ18MVJU 3/8"4/8" 1/4"4/2" FC -25 KHRP26A22T FXZQ18MVJU s ZO O X U 1/4"x1/2" FC -26 N FXZQ18MVJU CU -3 PIPING DIAGRAMS SCALE: NOT TO SCALE CU -4 MAX SIDE HANGER 1/2"x11/8" 1/41'4/2"1/41'4/2" FC -32 RXYQ144PTJU 1-1/2"x1/2"x1/8" 10'-0" 36" KHRP26M72TU FXZQ18MVJU 1/2"x11/8" 1/4"4/2" FC -33 2"4"4/8" KHRP26M72TU FXZQ18MVJU 3/8"x7/8" 1/4"4/2" FC -34 84" KHRP26A33T FXZQ18MVJU, 3/8"x7/8" 1/4"4/2" FC -35 KHRP26A33T FXZQ18MVJU 3/8"x7/8" 49 1/4"xl/2" FC -36 KHRP26A33T FXZQ18MVJU 3/8"x3/4" 1/4"xl/2" FC -28 KHRP26A22T FXZQ18MVJU 3/8"4/8" 1/4"4/2" FC -27 KHRP26A22T FXZQ18MVJU s ZO O X U 1/41.4/2"FI C-37 — FXZQ18MVJU CU -4 PIPING DIAGRAMS 10 SCALE: NOT TO SCALE TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEAST 5 (FIVE) FEET ABOVE UNIT. UNIT SHOULD BE PLACED SO ROOF RUN OFF WATER DOES NOT POUR DIRECTLY ON UNIT, AND SHOULD BE AT LEAST 18" FROM ADJACENT WALLS AND SHRUBBERY ON TWO SIDES AND 36" ON THE OTHER TWO SIDES. A 36" CLEARANCE MUST BE PROVIDED IN FRONT OF CONTROL BOX AND ANY OTHER SIDE REQUIRING SERVICE ACCESS. THE MAXIMUM LENGTH OF REFRIGERANT LINES SHALL NOT EXCEED 60 FEET. THE MAXIMUM ELEVATION CHANGE BETWEEN OUTDOOR AND INDOOR UNIT SHALL NOT EXCEED 60 FEET. REFRIGERANT LINE EVACUATION SHALL MEET MIN. OF 500 MICRONS AND HOLD FOR AT LEAST 1 MINUTE. FUSED DISCONNECT DIVERSITECH 3" - BY ELECTRICAL CONDENSER RISER BMP -V3 WITH MP -3 BUILDING WALL FLEXIBLE 3"X3"X3/8" RUBBER ELECTRICAL ANTIVIBRATION Pi CONDUIT CONO. MIN 18" UNIT/ HEAT NEC CLASS II pUMp MIN 18" CONTROL WIRING REFRIGERANT PIPING, SEAL WALL PENETRATION WEATHER TIGHT PROVIDE SERVICE VALVES AND SIGHT GLASS 4" CONC. PAD BUILD BY CONTRACTOR •• S ti CONDENSING SCALE: NOT TO SCALE UNIT DETAIL HANGER SIZES FOR ROUND DUCT MAX SIDE HANGER HORIZONTAL SUPPORT ANGLE MAXIMUM SPACING 30" 1"x 18 -GAGE STRAP 1-1/2"x1/2"x1/8" 10'-0" 36" 1/4" ROUND ROD 1-1/2"4/2"4/8" 8'-0" 48" 1/4" ROUND ROD 2"4"4/8" 8'-0" 60" 5/16" ROUND ROD 2114"4/8" 8'-0" 84" 5/16" ROUND ROD 2"x2"4/8" 8'-0" 1/4"04-1/4" HEX HEAD LAG BOLT BOLT ANGLE BRACKET TO TRUSS USING 1/4" - 3/8" X 11/4" HEX HEAD LAG BOLT TOP CHORD OF TRUSS ERICO MODEL 300 BEAM CLAMP ROUND DUCT HANGAR SCALE: NOT TO SCALE APPLY CHILDRESS CP -10 VINAL ACRYLIC MASTIC OR APPROVED EQUAL C" NOTE: ALL SUPPLY AIR DUCTS SHALL BE WAPPED EXTERNALLY AS PER SPECIFICATIONS. NO POP RIVETS ALLOWED TOP CHORD OF r DUCT HANGER THREADED ROD OR STRAP SELF TAPPING CADMIUM PLATED HEX HEAD SHEET METAL SCREW STRAPS TO BE TIGHT AGAINST DUCT. HARD CAST ALL JOINTS AND SEAMS ALUMINUM OR EPDXY-PAINTED GALVANIZED STEEL RAIN COVER, TOP AND SIDES WITH STANDING SEAMS EXPOSED DUCT DETAIL SCALE: NOT TO SCALE CU -5 1/2"x11/8" 3/8"4/8" FC -20 RXYQ120PTJU KHRP26M72TU FXAQ24MVJU 3/8"x7/8" 1/4"xl/2" FC -19 KHRP26A33T FXAQ18MVJU 3/8"x7/8" 3/8"4/8" FC -18 KHRP26A33T FXAQ24MVJU 3/8"x5/8" FC -16 1/4" ROUND ROD FXSQ48MVJU CU -5 PIPING DIAGRAMS SCALE: NOT TO SCALE 1" FIBERGLASS SEMI-RIGID BOARD WITH ALL JOINTS TAPED AND FOIL VAPOR BARRIER DUCT LINER GALVANIZED DUCT UL CLASS I INSULATED STAINLESS STEEL CLAMP FLEXIBLE DUCT(5'MAX. LENGTH) MANUAL BALANCING DAMPER, EXTEND HANDLE THROUGH INSULATION STAINLESS STEEL CLAMP INSULATION GALVANIZED STEEL ELBOW DUCT SUPPLY DUCT AS LONG AS POSSIBLE BELLMOUTH FITTING FILTER/ DRYER SOLENOID PUMP- I DOWN VALVE CHARGING VALVE SIGHT GLASS 1-1/8" `�� CEILING LAY -IN TYPE CEILING DIFFUSER SUPPLY DIFFUSER DETAIL SCALE: NOT TO SCALE SERVICE PITCH DOWN DISCHARGE LINE COMPRESSOR THERMAL EXPANSION VALVE (ONE CIRCUIT SHOWN - TWO REQUIRED) REFRIGERANT PIPING DIAGRAM SCALE: NOT TO SCALE HANGER SIZES FOR RECTANGULAR DUCT MAX SIZE HANGER HORIZONTAL SUPPORT ANGLE MAXIMUM SPACING 30" 111X18" GAGE STRAP NONE REQUIRED 10'-0" 36" 1/4" ROUND ROD 1/2" x 1/2" x 1/8" 8'-0" 48" 1/4" ROUND ROD 2" x 2" x 1/2" 8'-0" 60" 5/16" ROUND ROD 2" x 2" x 1/2" 8'4" 84" 3/8" ROUND ROD 2" x 2" x 1/2" 8'4" BOLT ANGLE BRACKET TO — TRUSS USING 1/4"4-1/4" HEX HEAD LAG BOLT )P CHORD OF TRUSS CONDENSER COIL NOTE: ALL SUPPLY AIR DUCTS SHALL BE WAPPED EXTERNALLY AS PER SPECIFICATIONS. NOTE: NO POP RIVETS ALLOWED SELF TAPPING CADMIUM PLATED — HEX HEAD SHEET METAL SCREW STRAPS TO BE TIGHT AGAINST DUCT RECTANGULAR DUCT HANGER DETAIL SCALE: NOT TO SCALE J m Z 0 � H M Z a 4 00 LL 0 Z ac toz a z 0 U - Z O N Z THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL DETAILS Date: 08/06/10 Designed By: JIM Drawn By: 2W C ._ JGC Comm. No. SM080008 Revisions: 2*N "0 U M •�. CD 00 N co co L Y O c0 U tl r7 r7 r7 o o w Ln Z N 000 000 0 Ln 117 0 -J r\ J Q _ t It 0 s ZO O X U JQ E N O :2 w U � LLJ Z O Y O X 3 c N J t2 Lai 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ®MICHAEL BRADY INC., 2010 J m Z 0 � H M Z a 4 00 LL 0 Z ac toz a z 0 U - Z O N Z THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL DETAILS Date: 08/06/10 Designed By: JIM Drawn By: JIM Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet of N M41 415, - _e - 5� RMINATE CONDENSATE " FROM EXTERIOR WALL "ILL ON SPLASH BLOCK Z 1 CKMLIVA I C I.VNUCIVJA 1 C 12" FROM EXTERIOR WALL SPILL ON SPLASH BLOCK 1 FLOOR PLAN -PLUMBING WASTE SCALE: 1/8" = 1'-011 m U 0 L NN co8 100 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHTOMICHAEL BRADY INC., 2010 W m H DL Lu Z a co z H f� to � V) N H M J LL Zo as LL [� O OZ nc a V Z O a Z THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN O DESIGN DEVELOPMENT 0 cd U_ E.E r 0 Y O cO V LZ M M � O O � W I- Ln to '>, W 04 Pr)� Lo 0 U -j LL- O O N Q _ 0 Cy- V r-)< C4 E O U H W Z O Y O x 3 N J 3 .Lai m U 0 L NN co8 100 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHTOMICHAEL BRADY INC., 2010 W m H DL Lu Z a co z H f� to � V) N H M J LL Zo as LL [� O OZ nc a V Z O a Z THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN O DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: PLUMBING FLOOR PLAN—WASTE Date: 08/06/10 Designed By: SGP Drawn By: ASC Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of P1.1 O '• No. 5 7 STATE OF 'q � A : ��' :•. 0 R 11D •' %• S' CONNECT NEW COLD WATER LINE INTO EXISTING COLD WATER VERFY LOCATION IN FULD CONNECT 1112" NATURAL GAS - PIPE TO EXIST GAS METER - PROVIDE HARDWARE NECESSARY FOR CONNECTION AT HEADER i II HB -i II ' II II i i c r- 3/4" 3/4 „1 20 LIBRARY G 8 - fQ1 j i RECEPTION .2 m �r L102 _l 8 ,0 L co Il I U - E WC -1 .E 11/4" COPYOTESOM SP4 INSTANTANEOUS WATER Y o cO �0 rn 10ME TER - 2C PHASE, 4.1 KW, 19.7 AMPS CONFERENCE 3/4' w 't o o ROOM -_ r- Lo ,n '>, 110 L- w M Ln 00 Ln o Z_Z. 1 IJ LL -p p Q 1 C-2 O p Q U iI M Q JON :2 E U W 1 1 RESTR OM p t: Y U X 3 o Z) Q = Q — (n _._I d (� 3 ' OFFICE #3 -" 2" 105 THE DESIGN PROFESSIONAL DENIES ANY AND ALL — I RESPONSIBILITY AND LIABILITY FOR PROBLMS WHICH ARI FROM FAILURE TO FOLL WSE THESE PLANS, SPECIFICATIONS I AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH `0 I _ ___-= ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S AUIDANCE WITH NY ERRORS, MISSRESPECTTO N OFFICE #1 _570 RAGE INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ' lOB 107' OFFICE #2 ALLEGED. i A� 106 -i COPYRIGHTGMICHAEL BRADY INC, 2010 II ' II II �• - - s RAGE HB -1 POWERSTAR AE3.4 ELECTRIC TANKLESS WATER \ HEATER - 120V-1 PHASE, 3.4 KW, 29 AMPS (TYP UNDER POWERSTAR AE3.4 ELECTRIC W'C-� `" / -2 LAVATORY) / TANKLE55 WATER HEATER -/2' ` 120V-1 PHASE, 3.4 KW, 29 AMPS : 3/410 (TYP UNDER LAVATORY) r >' 1/2 �iy/2,-2 1 1 11/2" we -1 1'% 2 C. WC -1 i W i C-1 .r _ / ♦ -- WC-1 / WC -i 2"CW DOWN, A.SSRC?i�N4 ROUTE PIPE IN r HB -1 ; i/ - l�'� , / CEILING SPACE OVEREWC-i / / RESTROOM r i_CBf3Y Z m 114 O ��\. - _: to %Z ♦\ 21#cW UP, ROUTE - / PIPE IN SOFFIT ,HAIR 5TC1RAGF N ' / �..,� AtirOi'JISUA ; H M LL � J / _ POWERSTAR AE3.4 ELECTRIC TANKLE55 WATER V) D ' HEATER -120V-1 PHASE, 3.4 KW, 29 AMPS (TYP UNDER W Z , \ Q \ / ` ^ , L_2 - LAVATORY) co � ♦ / L-2 / \ ' 2 ♦ 1/2" Q LL i r U0 Z U °L u7 3/45 U- z i U-1 r/ 1°� 4" HB -1 Lu 0 1", 3/411 100' Z i ASSEMBLY / WC -1 ���� JANITOR/U? rLTTY Q / 122 POWERSTAR AE3.4 ELECTRIC �l 1 1/2" �� z - - / WC -1 � ---_ - _ ATER HEATER - BRADFORD WHITE MODEL# TANKLE55 WATER HEATER - (`\ 'r 1/4"� / M-1-20L0S 20 GALLON, 4500 WATT ELEMENTS, / 120V-1 \ PHASE, 3.4 KW, 29 AMPS WC -22 / i 208V-1 PHASE. LOCATE HEATER ABOVE MOP / (TYP UNDER LAVATORY) -400 r SINK. 3/4" , / 1/2" CW & HW FRO / 'x rri MS -1 \ \ BELOW - CAP FO \ / FUTURE USE , 1/2' ` V °® 1/4' 11/ E ING CE \ U- /` 1/2"CW DOWf�TO z IM -1 - - 3/4" ,X 1/2"C&HW DOWN p BELOW GRADE 3 z MAU-1 CHAIR STORAGE r �o 270 MBH _ 119 i/ THIS DRAWING HAS BEEN ISSUED: /3 4" ` 13 FOR REVIEW ONLY Q FOR PERMITTING ONLY / \\ DESIGN DEVELOPMENT / -- CLASSROOM , CONSTRUCTION DOCUMENTS 120 Drawing Title: PLUMBING FLOOR / PLAN -WATER �vJ \ FLOOR PLAN -PLUMBING WATER....., SCALE: 1/8" = 1'-0" Date: 08/06/10 Designed By: SGP Drawn By: ASC Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of P1.2 No. 57761 STATE OF ��i PLUMBING FIXTURE SCHEDULE **TRIM PRODUCTS ( STOPS, PTRAPS, SUPPLIES ETC.) SHALL BE FROM SAME MANUFACTURER. ANY CONFLICTS WITH THE SCHEDULE AND THE CONSTRUCTION DOCUMENTS SHALL BE DIRECTED TO THE ENGINEER OF RECORD A MIN THREE (3) DAYS BEFORE BID DATE. PRODUCTS AND ALTERNATES LISTED BELOW SHALL BE ACCEPTED. CONTRACTOR SHALL PROVIDE A MIN OF THREE (3) COPIES OF SHOP DRAWINGS FOR APPROVAL. SEE SPECIFICATIONS FOR PERMITTING ONLY 13 SCHEMATIC DESIGN CW HW W V o o 0 w Z N ITEM DESCRIPTION SPECIFICATION (inch) (inch) (inch) (inch) REMARKS -J r- 0 0 CO -1 GRADE CLEANOUT ZURN LC, MODEL #CO2460-BP U M a N E O :2LLI L-2 LAVATORY - HC AMERICAN STANDARD, MODEL #3420403 1/2" 1/2" 1-1/2" 1-1/2" $ C N a_ -NH2-NH3-NH4 CLEAN OUT BODY WITH BRONZE PLUG. SEE DRWG'S FOR SIZE J LL_ VIT. CHINA, COUNTERTOP LAVATORY CO -2 WALL CLEANOUT ZURN LC, MODEL #CO2413-PVC 3' X 4" WALL CLEANOUT BODY AND PLUG FAUCET SYMMONS, MODEL # 5-20-0 SINGLE LEVER CHROME FAUCET. 4" CENTERS. WALL PLATE ZURN LC, MODEL #CO2530-557 7" ROUND STAINLESS STEEL AQCCE55 COVER W/ SECURING SCREW. DRAIN ZURN, MODEL # Z-8746 OFFSET GRID STRAINER W/ 1-1/4" TAILPIECE EWC-1 ELEC. WTR. COOLER -HC ELKAY, MODEL #EMABFTLSC 1/2" 11/2" 11/2" BARRIER FREE SPLIT LEVEL, 120/1/60, FLA 4.0, 370 WATTS. COOLER SHALL BE ALL METAL CONSTRUCTION, WATER LINES, REFRIGERANT LINES AND A SOLID CONNECTION TO DRAIN. MCGUIRE, MODEL # PW2125 PROVIDE A STAINLESS STEEL OR POWDER COATED FINISH. TRAP 1-1/4" CAST BRA55 P -TRAP W/C.O. PLUG AND MOLDED CELL INSULATION TRAP ZURN, MODEL #Z-8700 MCGUIRE, MODEL # BV -170 CAST BRASS P -TRAP W/C.O. PLUG STOPS 1/4 TURN BALL VALVE ANGLE SUPPLIES W/ 5" EXTENSION AND LOOSE KEY STOPS STOPS MCGUIRE, MODEL #BV -170 ZURN, MODEL # Z-8860 1/4 TURN BALL VALVE ANGLE SUPPLIES W/ 5" EXTENSION AND LOOSE KEY STOPS S.S. BRAIDED SUPPLY TUBING CONSISTING OF EPDM TUBING JACKETED BY 304 SUPPLIES S.S. BRAID. S.S. FERRULE & NICKLE PLATED BRASS NUTS. CARRIER ZURN, MODEL #ZR -1225 - FLOOR MOUNTED SUPPLY ZURN, MODEL # Z-8948-12 FD -1 FLOOR DRAIN ZURN, MODEL #ZN415-5-P-Y 3" 1-1/2" GENERAL SERVICE DRAIN WITH 6" SQUARE STRAINER& SEDIMENT BUCKET I ESCUTCHEONS SHALLOW WROUGHT BRASS POLISHED CHROME FLANGE 5-1 SINK ELKAY, MODEL #LR3322 1/2" 1/2" 2" 2" TRAP GUARD PROSET SYSTEMS TRAP GUARD, MODEL #TG33-ZURN STAINLESS DOUBLE COMPART,19 GA. STAINLESS STEEL, 4 HOLE W/ SPRAY TRAP ZURN, MODEL #Z -1000-P DEEP SEAL TRAP FAUCET SYMMONS, MODEL #5-23-2 HB -1 ENCASED HOSE BIBB ZURN, MODEL #Z-1320 3/441 "ECOLOTROL" ENCASED, NON -FREEZE, AUTO DRAINING, ANTI SIPHON CERAMIC DISK WALL "SYMMETRIX" SINGLE LEVER 8" CENTER KIT. FAUCET BRA55 CONSTRUCTION. HYDRANT FOR FLUSH INSTALLATION. ALL BRONZE INTERIOR PARTS. ZURN, MODEL #Z-8741 L-1 LAVATORY - HC AMERICAN STANDARD, MODEL #0915.016 1/2" 1/2" 1-1/2" 1-1/2" VITREOUS CHINA, WALL HUNG LAV DRAIN CAST BRASS 20 GA. CHROME PLATED BASKET STRAINER W/ 1-1/2" X 4" TAILPIECE FAUCET SYMMONS, MODEL # S-20-0 ZURN, MODEL #Z-8702 SINGLE LEVER FAUCET. 4" CENTERS. TRAP 17 GA. 1-1/2 CHROME P -TRAP CAST BRASS BODY WITH C.O. PLUG DRAIN ZURN, MODEL #Z-8746 MCGUIRE, MODEL #BV -170 OFFSET GRID STRAINER W/ 1-1/4" TAILPIECE STOPS 1/4 TURN BALL VALVE ANGLE SUPPLIES W/ 5" EXTENSION AND LOOSE KEY STOPS TRAP MCGUIRE, MODEL #PW2125 ZURN, MODEL #Z-8860 1-1/4" CAST BRASS P -TRAP W/C.O. PLUG AND MOLDED CELL INSULATION SUPPLIES S.S. BRAIDED SUPPLY TUBING CONSISTING OF EPDM TUBING JACKETED BY 304 S.S. BRAID. S.S. FERRULE A NICKLE PLATED BRASS NUTS. STOPS MCGUIRE, MODEL #BV -170 1/4 TURN BALL VALVE ANGLE SUPPLIES W/ 5" EXTENSION AND LOOSE KEY STOPS ZURN, MODEL #Z-8948-12 ESCUTCHEONS SHALLOW WROUGHT BRA55 POLISHED CHROME FLANGE SUPPLIES ZURN, MODEL #Z-8860 S.S. BRAIDED SUPPLY TUBING CONSISTING OF EPDM TUBING JACKETED BY 304 Z-100 HAMMER ARRESTOR ZURN, MODEL #Z-1700-100 S.S. BRAID. S.S. FERRULE A NICKLE PLATED BRASS NUTS. PLUMBING DRAINAGE INSTITUTE RATING "A" (1-11 FU) CARRIER ZURN, MODEL # Z-1231 Z-200 HAMMER ARRESTOR ZURN, MODEL #Z-1700-200 COATED STEEL UPRIGHTS W/WELDED FEET ADJUSTABLE CONCEALED ARM SUPPORT PLUMBING DRAINAGE INSTITUTE RATING "B" (12-32 FU) ESCUTCHEONS ZURN, MODEL #Z-8948-12 - SHALLOW WROUGHT BRASS POLISHED CHROME FLANGE Z-300 HAMMER ARRESTOR ZURN, MODEL #Z-1700-300 PLUMBING DRAINAGE INSTITUTE RATING "C' (33-60 FU) MS -1 MOP SINK STERN WILLIAMS, MODEL #HL -1810 1/2" 1/2" 3" 1-1/2" Z-400 HAMMER ARRESTOR ZURN, MODEL #Z-1700-400 24"X 24"X12" TERRAZZO "HILOW" SQUARE SERVICE SINK W/55 CAP. PROVIDE 18" HIGH 5/5 PLUMBING DRAINAGE INSTITUTE RATING "D" (61-113 FU) WATER SPLASH BACKING HIGH ON WALL TO DRAIN BACK TO SINK. CAULK EDGES FOR WATER Z-500 HAMMER ARRESTOR ZURN, MODEL #Z-1700-500 TIGHT SEAL PLUMBING DRAINAGE INSTITUTE RATING "E" (114-154 FU) FAUCET ZURN, MODEL #Z841M1-RC U-1 URINAL - HC AMERICAN STANDARD., MODEL # 6501.010 3/4" 2" 1-1/2" SERVICE SINK FAUCET W/VACUUM BREAKER SPOUT AND INTEGRAL3/4" HOSE THREADED OUTLET, PAIL HOOK AND WALL BRACE. 1.0 GALLON SIPHON JET, TOP SPUD, WALL HUNG CHINA URINAL HOSE do BRACKET STERN WILLIAMS, MODEL #T-35 VALVE ZURN, MODEL #Z6003AV-W51 HOSE AND WALL BRACKET CHROME 1.0 GAL PER FLUSH FLUSH VALVE W/VACUUM BREAKER AND TRIPLE FILTERED DIAPHRAGM, MATERIAL COMPOSING OF TPE SANTOPRENE AND DUAL SEALED HANDLE. MOP HANGER STERN WILLIAMS, MODEL #T-40 APROVED ALTERNATE: SLOAN "ROYAL" FLUSHOMETER WITH A DUAL FILTERED BYPASS DUAL S.S. MOP HANGER 24" LENGTH WITH 3 SPRING LOADED RUBBER GRIPS HOLE ORIFICE AND MATERIAL OF EPDM RUBBER W/ DUAL SEAL HANDLE. TRAP ZURN , MODEL #Z-1000, 3" DEEP SEAL TRAP W/ TRAP PRIMER Z-1022 CARRIER ZURN, MODEL #ZR -1222 SUPPORT W/BEARING PLATE IM -1 ICE WATER TITE, MODEL#W9700 1/2" WC -1 WATER CLOSET AMERICAN STANDARD, MODEL #2234.015 1" 3" 2" MANUAL FLUSH VALVE MAKER 10/CARTON, WHITE BOX 82088 1.6 GALLON ELONGATED SIPHON JET TOILET 11X13 WATER AREA CHROME QUARTER TURN ADAPTER BALL VALVE, 1/2" SWEAT CONNECTION VALVE ZURN, MODEL #Z6000AV-W51 VALVE CHROME 1.5 GAL PER FLUSH FLUSH VALVE W/VACUUM BREAKER AND TRIPLE FILTERED DIAPHRAGM, SLOAN "ROYAL" FLUSHOMETER WITH A DUAL FILTERED BYPASS DUAL HOLE ORIFICE AND MATERIAL OF EPDM RUBBER W/ DUAL SEAL HANDLE. SEAT CENTOCO, MODEL #15005TSCC55 HEAVY WEIGHT OPEN FRONT INJECTION MOLD PLASTIC SEAT CLOSET FLANGE SOUIX CHIEF, MODEL #884-PTM 3"X4" METAL SWIVEL RING KNOCKOUT CLOSET FLANGE W/ #425 CLOSET FLANGE BOLTS WC -2 WATER CLOSET AMERICAN STANDARD, MODEL #3043.102 1" 3" 2" LOW -CONSUMPTION 1.6 GALLON ELONGATED 17" SIPHON JET TOILET 13X11 WATER AREA ZURN, MODEL #Z6000AV-WSi VALVE CHROME 1.5 GAL PER FLUSH FLUSH VALVE W/VACUUM BREAKER AND TRIPLE FILTERED DIAPHRAGM, SLOAN "ROYAL" FLUSHOMETER WITH A DUAL FILTERED BYPASS DUAL HOLE ORIFICE AND MATERIAL OF EPDM RUBBER W/ DUAL SEAL HANDLE. SEAT CENTOCO, MODEL #15005TSCCSS HEAVY WEIGHT OPEN FRONT INJECTION MOLD PLASTIC SEAT CLOSET FLANGE SOUIX CHIEF, MODEL #884-PTM 3"X4" METAL SWIVEL RING KNOCKOUT CLOSET FLANGE W/ #425 CLOSET FLANGE BOLTS NOTE: A. PROVIDE "TRUEBRO" MODEL NO. 102 P -TRAP AND ANGLE VALVE INSULATION ASSEMBLIES. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. PROVIDE FIXTURES AS SPECIFIED OR EQUAL AS APPROVED BY OWNER. C. DO NOT PROVIDE FOR WATER SOFTENING UNLESS LOCAL WATER EXCEEDS 6 GRAMS/GAL. OR A HARDNESS OF 102.6 PPM. ** REFER TO GAS SIZING CALCULATION FOR SIZE OF GAS CONNECTION TO EQUIPMENT. N Cu U_ r E•E U Y O co U FOR PERMITTING ONLY 13 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT E (0 o o 0 w Z N 00 00 w M Ln Lr) v U -J r- 0 0 p U M a N E O :2LLI U uj 1.1 Z p Y O X $ C N a_ 3 J LL_ THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT *MICHAEL BRADY INC., 2010 C Lu m atH 3 Lu Z 00 00 0 8 m N M LL Z Q U) THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 13 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: PLUMBING SCHEDULE Date: 08/06/10 Designed By: SGP Drawn By: A5C Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of I P2.1 P.7 No. 57761 t STATE OF A fp.: +pax CW5 WATER HEATER DETAIL SCALE: 1/8" = V-0" CAST IRON GRATE FLOOR LINE i PROSET TRAP GUARD INSERT TG-33-ZURN 4" ' P' TRAP SEE PLUMBING, FIXTURE SCHEDULE PRESSURE/ TEMPERATURE GUAGE 110° HW5 X RELIEF VALVE rER HEATER d e _-_III-III I I -III- —III-NOTE: —I MINIMUM WHERE INDICCATED ON —III_ CONCRETE PLACEMENT PLAN (SEE CONCRETE WORK SECTION OF SPECS.). I— „I I II ILlII ' I I I II ; I I I I I I I FA III �� IIIII��W7 FLOOR DRAIN DETAIL SCALE: 1/8" = 1'-0" DRAIN 7u c.vrrCK C". HOSE BIBB DETAIL SCALE: 1/8"= V-0" 12"42"x6" THICK CONCRETE PAN GRADE CLEANOUT LONG 1/4" BEND OR WYE & 1/8" BEND \ JG EL OUTSIDE GRADE CLEANOUT DETAIL , SCALE: 1/8" = V-0" WALL CLEANOUT DETAIL SCALE: 1/8" = V-0" CAP HERE IF NO STACK ABOVE. CLEANOUT PLUG ROUND SECURED CHROME COVER WALL SOIL OR WASTE Ln - U � C m� c� m N m U m co L N 200 ca 0 ca U_ 3 E.� 0 to r7 LJ o o c F- Ln Ln 'S, w M � Ln v U JLL- O O N Q _ d O � O � U J Q E O N M w C) UJ uj Z O Y 0 X 3 In J 0- LL 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 MJ co Z N M u - Z 0 LL OZ at z 00 P qccz THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT M CONSTRUCTION DOCUMENTS Drawing Title: PLUMBING DETAILS Date: 08/06/10 Designed By: SGP Drawn By: ASC Reviewed By: JGC Comm. No. SM080008 Revisions: Sheet: Sheet No. of P3.1 No. 57761 STATE OF ELECTRICAL LEGEND POWER PANELBOARD "K" MOUNT TOP 6'-0" ABOVE FINISHED FLOOR. SEE PANELBOARD SCHEDULE FOR EQUIPMENT K CONTAINED IN PANELBOARD AND PANELBOARD RATINGS. O JUNCTION BOX, SIZE AND USE AS REQUIRED; COVERPLATE SHALL OVERLAP THE BOX EDGE BY 1/2" WHERE RECESSED IN WALL WITH CONCEALED WIRING. QJ 4" SQUARE JUNCTION BOX. O TWO GANG FLOOR BOX. SINGLE GANG FOR POWER AND SINGLE GANG FOR DATA. PROVIDE FLANGE AND BRASS COVER PLATE. WALKER OR EQUAL. 208V OUTLET is DUPLEX RECEPTACLE - 125V, 20A MOUNT 3" ABOVE BACKSPLASH AT WORK COUNTERS AND LAVATORIES AND +18" ABOVE Q� FINISHED FLOOR UNLESS OTHERWISE NOTED. IG INDICATES ISOLATED GROUND TYPE. ORANGE COLOR. HUBBELL OR LEVITON COMMERCIAL SPECIFICATION GRADE. AF DUPLEX RECEPTACLE - AF INDICATES CIRCUIT FED VIA ARC FAULT CIRCUIT BREAKER. MOUNT 18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. PROVIDE HUBBELL OR LEVITON COMMERCIAL SPECIFICATION GRADE. DUPLEX RECEPTACLE - 125V, 20A MOUNT 3" ABOVE BACKSPLASH AT WORK COUNTERS AND LAVATORIES AND +18" ABOVE WPC FINISHED FLOOR UNLESS OTHERWISE NOTED. GFI INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE, WP WP0GFI INDICATES WEATHERPROOF COVER. WPC INDICATES "CLOSED WHILE IN USE" TYPE WEATHERPROOF COVER. HUBBELL OR LEVITON COMMERCIAL SPECIFICATION GRADE. QUADRUPLEX CONVENIENCE OUTLET - 125V, 20A MOUNT+18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. GFI HUBBELL OR LEVITON COMMERCIAL SPECIFICATION GRADE. WH MISCELLANEOUS MECHANICAL EQUIPMENT, WH=WATER HEATER, UH=UNIT HEATER W 5 EXIT SIGN, "X" INDICATES FIXTURE TYPE, "C" INDICATES CEILING MOUNTED, "W" INDICATED WALL MOUNTED, "5" D®C INDICATES SINGLE FACE, "D" INDICATES DOUBLE FACE. PROVIDE DIRECTIONAL ARROWS AS INDICATED ON PLANS. UNIT EQUIPED WITH BATTERY BACK-UP. 4(DN EMERGENCY/EXIT LIGHT COMBO UNIT, BATTERY BACK-UP POWERED. WIRE UNIT TO UNSWITCHED HOT ON CIRCUITS SHOWN. II EMERGENCY LIGHTING UNIT, BATTERY BACK-UP POWERED. WIRE UNIT TO UNSWITCHED HOT ON CIRCUITS SHOWN. O FLUORESCENT LIGHTING FIXTURE. "A" IS THE FIXTURE TYPE IN THE FIXTURE SCHEDULE "o" INDICATES WHICH 3a SWITCH CONTROLS THE FIXTURE; AND "3" INDICATES WHICH PANELBOARD CIRCUIT THE FIXTURE IS FED FROM. 8 FLUORESCENT LIGHTING FIXTURE WITH BUILT IN EMERGENCY BATTERY PACK TO PROVIDE LIGHTING WHEN NORMAL POWER I5 NOT AVAILABLE. PROVIDE UNSWITCHED "HOT' CONDUCTOR (FROM SAME CIRCUIT FIXTURE IS USING) TO BATTERY PACK, IN ORDER TO ALLOW NORMAL SWITCHING OF LIGHT FIXTURE WITHOUT DISCHARGING BATTERY PACK. - - - - CONDUIT UNDERGROUND, i"C MINIMUM, UNLESS NOTED OTHERWISE. - w HOMERUN - K INDICATES PANELBOARD 1,35 INDICATE CIRCUIT NOS. K-1,3,5 MARKS INDICATE NO. OF #12 CONDUCTORS IN 3/4" CONDUIT -f•- =PHASE, f =NEUTRAL, f =GROUND NO MARKS INDICATE 2#12,#12G. WHEN 2 OR MORE CIRCUITS SHARE A COMMON NEUTRAL THE HOT CONDUCTORS MUST BE CONNECTED TO DIFFERENT PHASES IN THE PANELBOARD. b CATV OUTLET MOUNT 18" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. EXTEND 1" EMPTY CONDUIT FROM OUTLET BOX ABOVE CEILING AND TERMINATE WITH BUSHING. PROVIDE NYLON PULL CORD IN EACH CONDUIT. PROVIDE 4" SQUARE BOX WITH SINGLE GANG DEVICE RING. TELEPHONE/DATA OUTLET MOUNT 18" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. EXTEND 1" EMPTY CONDUIT N FROM OUTLET BOX ABOVE CEILING AND TERMINATE WITH BUSHING. PROVIDE NYLON PULL CORD IN EACH CONDUIT. PROVIDE 4" SQUARE BOX WITH SINGLE GANG DEVICE RING. So LOCAL WALL SWITCH, SINGLE POLE MOUNT +48" ABOVE FINISHED FLOOR. "D" INDICATES DIMMER SWITCH. SPECIFICATION GRADE HUBBELL OR LEVITON. 53 LOCAL WALL SWITCH, 3 WAY, MOUNT+48" ABOVE FINISHED FLOOR Sk LOCAL WALL SWITCH, SINGLE POLE, KEY OPERATED, MOUNT -48" ABOVE FINISHED FLOOR SL LOCAL WALL SWITCH, SINGLE POLE, MOUNT +48" ABOVE FINISHED FLOOR. "L" INDICATES LIGHT SWITCH. SF LOCAL WALL SWITCH, SINGLE POLE, MOUNT+48" ABOVE FINISHED FLOOR. "F" INDICATES CEILING FAN SWITCH. 30 FUSED DISCONNECT SWITCH. "60" INDICATES SWITCH SIZE, "30" INDICATES FUSE SIZE. HEAVY DUTY "HP" RATED, `iz e0 PROVIDE NEMA 3R ENCLOURES OUTDOORS. FUSE PER NAMEPLATE OF EQUIPMENT. LO 30 NON-FUSED DISCONNECT SWITCH. "30" INDICATES SWITCH SIZE. HEAVY DUTY "HP" RATED, PROVIDE NEMA 3R ENCLOSURE OUTDOORS. ® MANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION SAME MOUNTING HEIGHT ABOVE FINISHED FLOOR AS WALL SWITCH. 1/3 ® A.C. MOTOR "1/3" INDICATES HORSEPOWER. ® PROJECTION EQUIPMENT CONSOLE. TBB TELEPHONE BACKBOARD 4' X 4' X 3/4" THICK FIRE RESISTIVE PLYWOOD. MOUNT TOP OF THE PLYWOOD 6'4" ABOVE o FINISHED FLOOR. INSTALL 46 SOLID COPPER GROUND TO NEAREST BUILDING STEEL. PROVIDE 1-120V, 20A, DUPLEX RECEPTACLE ON DEDICATED CIRCUIT. PAINT WITH 2 COATS OF FIRE RESISTIVE PAINT. DUCT SMOKE DETECTOR. 1 -SUPPLY AIR DUCT, 1 -RETURN AIR DUCT, SUPPLIED BY MECHANICAL CONTRACTOR. ELECTRICAL �D CONTRACTOR TO WIRE THE DUCT SMOKE DECTECTORS TO SHUT DOWN THE RTU IN THE EVENT EITHER SUPPLY OR THE RETURN DUCT DETECTOR GOES INTO ALARM. ❑F FIRE ALARM PULL STATION MOUNT 48" AFF. Fogad FIRE ALARM COMBINATION AUDIO/VISUAL SPEAKER STROBE DEVICE. MOUNT 80" A.F.F. 75cd INDICATES 75 CANDELAS O FIRE ALARM SMOKE DETECTOR. ® FIRE ALARM HEAT DETECTOR. ❑V FIRE ALARM VISUAL ONLY STROBE DEVICE. MOUNT 80" A.F.F. TS FIRE ALARM TAMPER SWITCH. FS FIRE ALARM FLOW SWITCH. FRCP FIRE ALARM CONTROL PANEL, MOUNT TOP 6'-0" A.F.F. RAP REMOTE ANNUNCIATOR PANEL - FIRE ALARM, MOUNT TOP 6'-0" A.F.F. GENERAL ELECTRICAL NOTES 1. ELECTRICAL LAYOUT DRAWINGS ARE PARTIALLY DIAGRAMMATIC. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL AND HVAC DRAWINGS FOR GUIDANCE ON DIMENSIONS, CEILING HEIGHTS, DOOR SWINGS, ROOM FINISHES, STRUCTURAL AND ARCHITECTURAL DETAILS, LOCATIONS OF DUCTS, PIPES AND STRUCTURAL STEEL. INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERING WITH DUCTS, PIPES, STRUCTURAL STEEL OR OTHER SYSTEMS. LOCATE LIGHTING SYMMETRICALLY IN PROPER RELATION TO FINISHED AREAS EXCEPT WHERE DIMENSIONED ON THE DRAWINGS OR LOCATED ON REFLECTED CEILING PLANS. 2. SCOPE: FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO INSTALL ALL ELECTRICAL WORK INDICATED ON DRAWINGS, AS SPECIFIED HEREIN, AND IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), AND ALL STATE, AND CITY CODES. 3. PROVIDE ADDITIONAL SUPPORTS FOR SWITCHES, PANELBOARDS, RACEWAYS TRANSFORMERS, CABLE TRAYS AND OTHER ELECTRICAL EQUIPMENT WHERE THE BUILDING STRUCTURE IS NOT SUITABLE FOR DIRECT MOUNTING. ALL OTHER SUPPORTS AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. 4. A NUMERAL BESIDE A BRANCH CIRCUIT OUTLET ON WIRING PLANS INDICATES PANELBOARD BRANCH CIRCUIT CONNECTION. A LOWER CASE LETTER BESIDE AN OUTLET INDICATES THE SWITCH LEG CONNECTION WHERE OUTLETS ARE LOCALLY SWITCHED. 5. SYMBOLS IN THE LEGENDS ARE APPLICABLE GENERALLY. FOR EXACT REQUIREMENTS REFER TO THE SCHEDULES, LAYOUTS, DETAILS AND SPECIFICATIONS SINCE THE APPEARANCE OF A PARTICULAR SYMBOL IN THE LEGEND DOES NOT NECESSARILY IMPLY THAT THE ITEM IS INCLUDED IN THE CONTRACT. 6. MOUNT GROUPED DEVICES IN A SINGLE CONTINUOUS GANG BOX. USE PARTITIONS WHERE VOLTAGE BETWEEN EXPOSED LIVE PARTS OF ADJACENT SWITCHES MAY EXCEED 300 VOLTS. 7. VERIFY CEILING SUSPENSION SYSTEMS IN THE VARIOUS AREAS AND PROVIDE THE PROPER MOUNTING ACCESSORIES, TRIMS, ETC. TO SUIT THE PARTICULAR AREA. 8. PROVIDE SEAL FITTINGS IN CONDUITS THAT ENTER CONDITIONED AREA FROM NON -CONDITIONED AREAS. 9. ANY CONDUIT AND BOXES FOR HVAC CONTROL WIRING I5 INCLUDED IN THIS SCOPE OF WORK. SEE MECHANICAL PLANS FOR LOCATIONS, TYPE AND QUANTITY OF CONTROL DEVICES. 10. ALL CONDUCTORS ARE COPPER. THHN/THWN 600 VOLT INSULATION. USE SOLID CONDUCTORS FOR WIRE SIZES #10 AWG AND SMALLER. USE STRANDED FOR WIRE NO.8 AWG AND LARGER. MINIMUM WIRE SIZE IS #12 AWG. CONDUIT IS EMT (3/4" MINIMUM) WITH COMPRESSION FITTINGS UNLESS OTHERWISE NOTED. "NM" & "MC" CABLE IS ALLOWED ONLY IF SPECIFICALLY APPROVED BY LOCAL FIRE MARSHALL AND AUTHORITIES HAVING JURISDICTION. 11. MAINTENANCE MANUALS AND INSTRUCTIONS: FURNISH THREE (3) SETS OF OPERATING INSTRUCTIONS FOR ANY ELECTRICAL EQUIPMENT INSTALLED. 12. ALL ELECTRICAL EQUIPMENT AND INSTALLATION WORK SHALL HAVE A ONE YEAR (1) WARRANTY. FURNISH WARRANTY 50 THE DEFECTIVE MATERIALS AND/OR WORKMANSHIP SHALL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR THE PERIOD OF THE WARRANTY. 13. ANY CONDUIT AND/OR CABLE TRAY PENETRATIONS THROUGH ANY FIRE WALL OR FLOOR SHALL BE FIRESTOPPED EQUAL TO OR GREATER THAN THE RATING OF THE FIRE WALL OR FLOOR THAT THEY PA55 THROUGH. USE ONLY UL APPROVED METHODS AND ASSEMBLIES. RECEPTACLES LOCATED ON OPPOSITE SIDES OF A FIRE BARRIER SHALL BE SEPERATED BY A MINIMUM HORIZONTAL DISTANCE OF 2'011 . 14. PERMITS: OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, FEES INSPECTIONS, AND POWER COMPANY AID TO COMPLETE WORK SHOWN. INCLUDE ALL POWER COMPANY COSTS IN BID. 15. CONDUCTOR COLOR CODING: PROVIDE COLOR CODING FOR ALL BRANCH CIRCUIT CONDUCTORS THROUGHOUT THE PROJECT AS FOLLOWS% PHASE 480/277 Volt 120/208 Volt A BROWN BLACK B ORANGE RED C YELLOW BLUE NEUTRAL NATURAL GREY WHITE GROUND GREEN GREEN 16. CUTTING AND PATCHING: PROVIDE ALL CUTTING REQUIRED TO DO THE WORK. DO NOT CUT ANY STRUCTURAL ELEMENT WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO AND MATCHING APPEARANCE OF EXISTING CONSTRUCTION. DO NOT CUT ANY STRUCTURAL ELEMENT WITHOUT APPROVAL. 17. GROUNDING: AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 250. 18. WIRING DEVICES AND PLATES: SWITCHES SHALL BE HUBBELL OR LEVITON 20A 125VOLT AC COMMERCIAL SPECIFICATION GRADE. COLOR WHITE UNLESS NOTED OTHERWISE. USE STEEL COVER PLATES IN UNFINISHED AREAS AND MATCHING NYLON COVER PLATES IN FINISHED AREAS. ORANGE COLORED RECEPTACLES SHALL BE USED FOR THE ISOLATED GROUND "IG" RECEPTACLES. 19. SAFETY SWITCHES: USE HEAVY DUTY TYPE FUSIBLE OR NON -FUSIBLE AS REQUIRED. NEMA TYPE 1 INDOORS AND NEMA TYPE 3R FOR OUTDOORS. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL WHERE SHOWN OR REQUIRED BY CODE. 20. FUSES: USE DUAL ELEMENT, CURRENT LIMITING, TIME DELAY TYPE OR AS SPECIFIED BY EQUIPMENT SUPPLIER. 21. PANELBOARDS: USE PANELBOARDS WITH BOLT ON TYPE BREAKERS ONLY. PANELBOARDS SHALL HAVE SEPARATE NEUTRAL AND GROUND BUSSES. PANELBOARDS SHALL BE 20" WIDE EQUIVALENT TO SQUARE D "NQOD" OR I LINE UNLESS OTHERWISE SPECIFIED. PROVIDE TYPED DIRECTORY CARDS FOR EACH PANELBOARD INSTALLED. 22. COORDINATION: COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES AND LOCAL UTILITY COMPANY. COORDINATE METERING REQUIREMENTS WITH LOCAL ELECTRICAL UTILITY COMPANY. 23. EQUIPMENT: CONNECT ALL ELECTRICALLY OPERATED EQUIPMENT INCLUDING HVAC. USE NEMA 3R DEVICES OUTDOORS. VERIFY LOADS AND LOCATIONS OF EQUIPMENT BEFORE CONNECTION. SIZE BREAKERS, DISCONNECTS, AND FUSES ACCORDING TO THE EQUIPMENT NAMEPLATE. SIZE WIRE ACCORDING TO THE NEC. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVEIWING THE EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR AND OTHER TRADES AND SHALL BE RESPONSIBLE FOR MODIFYING THE CONNECTIONS WIRE, DISCONNECTS, BREAKERS, ETC. SHOWN ON THE DRAWINGS IN ORDER TO MAKE A COMPLETE INSTALLATION AND TO SATISFY THE MANUFACTURER'S REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIALS TO COMPLETE THE INSTALLATION. 24. RECORD DRAWINGS: MAINTAIN A RECORD SET OF ALL CHANGES DURING CONSTRUCTION. RECORD CHANGES ON A CLEAN SET OF CONTRACT CONSTRUCTION DOCUMENTS WHICH SHALL BE TURNED OVER TO THE OWNER UPON COMPLETION OF THE PROJECT. 25. IDENTIFICATION: IDENTIFY ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT INSTALLED ON THE PROJECT. EXAMPLES INCLUDE PANELBOARDS, MOTOR STARTERS, DISCONNECTS, AND CONTROL PANELS. IDENTIFY WITH PERMANENT PLASTIC NAMEPLATES. 26. SUBMITTALS: UNLESS INSTRUCTED OTHERWISE THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING FOUR (4) SETS OF SHOP DRAWINGS ON MAJOR PIECES OF ELECTRICAL EQUIPMENT TO OWNER. SUCH EQUIPMENT INCLUDES PANELBOARD5, LIGHTING, SWITCHGEAR, SECONDARY SYSTEMS, MOTOR CONTROLS, ETC. APPROVAL FROM THE ENGINEER OF EQUIPMENT MUST BE OBTAINED BEFORE PURCAHSE AND INSTALLATION OF ELECTRICAL EQUIPMENT. 27. TEMPORARY POWER AND LIGHTING: ARRANGE FOR TEMPORARY ELECTRIC SERVICE AS REQUIRED FOR THE ENTIRE PROJECT DURING CONSTRUCTION. PROVIDE A MINIMUM OF ONE DUPLEX GFCI OUTLET FOR EACH 500 SQUARE FEET OF FLOOR AREA. ARRANGE FOR PERMANENT ELECTRICAL SERVICE AND FOR ORDERLY TRANSFER BETWEEN TEMPORARY AND PERMANENT ELECTRICAL SERVICES. PROVIDE GFCI PROTECTION AND LAMP GUARDS AS REQUIRED BY THE NEC. MINIMUM TEMPORARY LIGHTING LEVELS: ONE LAMP HOLDER FOR EACH 150 SQUARE FEET OF FLOOR SPACE. MINIMUM ONE PER ROOM. ONE LAMP HOLDER AT EACH STAIR LANDING AND FLOOR. ONE LAMP HOLDER AT 20" CENTERS IN INTERIOR CORRIDORS. MINIMUM ONE PER CORRIDOR. ELECTRICAL ABBREVIATIONS A AMPERES AC ALTERNATING CURRENT AF ARC FAULT A.F.F. ABOVE FINISHED FLOOR AWG AMERICAN WIRE GAUGE CKT CIRCUIT DC DIRECT CURRENT DISC DISCONNECT DWG. DRAWING ELEC. ELECTRICAL/ELECTRIC EWC ELECTRIC WATER COOLER FWE FURNISHED WITH EQUIPMENT G GROUNDING CONDUCTOR GFI GROUND FAULT INTERRUPTER HP HORSEPOWER JB JUNCTION BOX KCM THOUSANDS OF CIRCULAR MILS KV KILOVOLTS KVA KILOVOLT -AMPERES KW KILOWATTS LTG LIGHTING N NEUTRAL CONDUCTOR N.C. NORMALLY CLOSED N.I.C. NOT IN CONTRACT N.O. NORMALLY OPEN NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION PH PHASE TYR TYPICAL V VOLT W WATT WP WEATHERPROOF WPC "CLOSED WHILE IN USE" TYPE WEATHERPROOF COVER FIRE ALARM SYSTEM NOTES: 1 FURNISH AND INSTALL A COMPLETE ADDRESSABLE FIRE DETECTION AND EVACUATION SYSTEM. THE ENTIRE INSTALLATION SHALL CONFORM TO THE APPLICABLE SECTIONS OF NFPA-72, NATIONAL FIRE ALARM CODE, NFPA-101 LIFE SAFETY CODE, N.E.C. ARTICLE 760, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL AUTHORITIES HAVING JURISDICTION. SUBSTITUTES FOR APPROVAL MUST MEET THE COMPLETE FUNCTIONALITY REQUIREMENTS AS SET FORTH IN THESE SPECIFICATIONS. 2. THE FIRE ALARM EQUIPMENT SUPPLIER SHALL BE AN ALARM SYSTEMS CONTRACTOR LICENSED BY THE STATE OF FLORIDA AND SHALL INCLUDE A COPY OF THE LICENSE IN THE EQUIPMENT SUBMISSIONS. THE CONTRACTOR SHALL HAVE NICET CERTIFIED EMPLOYEES FOR THE SALE, SUPERVISION AND FINAL TESTING OF THE EQUIPMENT AND SHALL INCLUDE A COPY OF THE CERTIFICATE OF AT LEAST ONE EMPLOYEE IN THE EQUIPMENT SUBMISSIONS. 3. FIRE ALARM SYSTEM SHALL BE CAPABLE OF VOICE COMNMAND AND ALSO 8 PRE-RECORDED MESSAGES. THE FIRE ALARM CONTROL PANEL SHALL HAVE EMERGENCY POWER BACKUP AS REQUIRED PER NFPA REQUIREMENTS. 4. SUBMISSIONS: A) COMPLETE DISCRIPTIVE DATA INCLUDING UL LISTING FOR ALL COMPONENTS. B) COMPLETE CAD DRAWINGS OF THE PROPOSED SYSTEM SHOWING CONDUIT LAYOUT, WIRE COUNT AND DEVICE LOCATIONS. 5. ALL FIRE ALARM SYSTEM WIRING SHALL SEPERATE FROM OTHER BUILDING SYSTEMS WIRING AND SHALL BE IN CONDUIT. ALL JUNCTION BOXES SHALL BE SPRAYED RED AND LABELED "FIRE ALARM". WIRING COLOR SHALL BE MAINTAINED THROUGHOUT THE INSTALLATION. 6. TESTING: A) THE COMPLETED SYSTEM SHALL BE FULLY TESTED BY THE FIRE ALARM CONTRACTOR AND THE MANUFACTURER'S NICET CERTIFIED TECHNICAL REPRESENTATIVE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. UPON COMPLETION OF A SUCCESSFUL TEST, THE FIRE ALARM CONTRACTOR SHALL VERIFY IN WRITING TO THE OWNER, ARCHITECT, AND GENERAL CONTRACTOR. B) THE FOLLOWING TEST SHALL BE PREFORMED BY THE FIRE ALARM MANUFACTURER'S AUTHORIZED REPRESENTATIVE. EACH AND EVERY DEVICE SHALL BE TESTED FOR IT'S INTENDED FUNCTION. VERIFY THAT EACH DEVICE IS LOCATED IN ITS APPROPRIATE LOCATION. WRITTEN VERFICATION OF THIS TEST SHALL BE PROVIDED TO THE OWNER, ARCHITECT, AND GENERAL CONTRACTOR. THIS TEST SAHLL BE PERFORMED IN ACCORDANCE WITH NFPA 72. 7, WARRANTY: THE EQUIPMENT AND WIRING SHALL BE WARRANTED TO BE FREE FROM ELECTRICAL AND MECHANICAL DEFECTS FOR A PERIOD OF ONE (1) YEAR COMMENCING WITH START-UP AND OWNERS BENEFICIAL USE OF THE COMPLETED SYSTEM. WARRANTY SHALL INCLUDE ALL LABOR/TRAVEL TIME AND PARTS. - U C ca N cd L U_ r E� o Y O (0 U d r7 rry w o o Z N DO 0'n0 -p w M Ln Ln o U J LL- O O ZO po U Q E O (V M w O `1 O X 3 L Q d � 3 ;m N �o 8 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 Z O H H W m H 3 Lu Z a O Z O H 0 e Z J m z 0 � k) (V H M J LL zp Q � LL � 0 OZ u) � Z h• - a z THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY O FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: ELECTRICAL LEGEND & GENERAL NOTES Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of E0.1 ... KISTING OFFICE 127 ELECTRICAL FLOOR PLAN - POWER SCALE: 1/8" = V-0" P1-28 "F "LCI P2-14 JANITOR/UTILITY 117 NOTES: 1. SEE SHEET EO.1 FOR ELECTRICAL LEGEND AND GENERAL NOTES. 2. FUSE PER MANUFACTURES NAMEPLATE DATA. 3. PROJECTOR TO BE MOUNTED FROM CEILING AT APPROXIMATELY 19'-0" FROM SCREEN. PROVIDE RECETPACLE FACE DOWN IN CEILING 4. SEE RISER DIAGRAM (E5.1) FOR ENCLOSED CIRCUIT BREAKER SIZES. - U C A T) L Aj THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES,AMBIG=ES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT®MICHAEL BRADY INC., 2010 z O H H C1 Lu m H r 3 Lu Z tr O LL Z O P H in 4 Z qc S THIS DRAWING HAS BEEN ISSUED: 13 FOR REVIEW ONLY 0 FOR PERMITTING ONLY N SCHEMATIC DESIGN Comm. No. DESIGN DEVELOPMENT N CONSTRUCTION DOCUMENTS E E 0 O O Ld c F- r- Lr) Ln .T Z CV 00 00 -0 Ld Lr) Ln v U L -►O O 0 Q _ 0 } O [if U_ a JM OcV:2w E U Z W O Y O x 3 L Q CL tai 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES,AMBIG=ES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT®MICHAEL BRADY INC., 2010 z O H H C1 Lu m H r 3 Lu Z tr O LL Z O P H in 4 Z qc S THIS DRAWING HAS BEEN ISSUED: 13 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 13 SCHEMATIC DESIGN Comm. No. DESIGN DEVELOPMENT N CONSTRUCTION DOCUMENTS Drawing Title: ELECTRICAL FLOOR PLAN - POWER Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of E1.1 �'. OF P, ELECTRICAL FLOOR PLAN - MECHANICAL POWER AND FIRE ALARM 0(.ALC: 1/0— = 1 -V 0: FC -38 NOTES: 1. SEE SHEET EO.1 FOR ELECTRICAL LEGEND AND GENERAL NOTES. 2. FUSE PER MANUFACTURES NAMEPLATE DATA. 3. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL EQUIPMENT AND CONTROLS (TYPICAL). 4. DUCT SMOKE DETECTOR IN SUPPLY AND RETURN DUCT. cd t U_ EE 0 Y FOR REVIEW ONLY O (0 U a SCHEMATIC DESIGN M M DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS O O WLnLn Z N o0 00 _0 LLI M Ln Ln 0 U -r O O Q d 0 O n- t O n a E O N :mw U Z � L� 3 o� X a a LO-1aLl 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 z O H H D 0 u - z 0 H D 4 z Ic J m Z O H z Q jo Q z 0 P Q z N O O O M J LL d CY O LL a THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 13 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN O DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: ELECTRICAL FLOOR PLAN - MECHANICAL POWER Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: tr Sheet: Sheet No. of E1.2 5 °. Tc. OF ELECTRICAL FLOOR PLAN -LIGHTING SCALE: 1/8" = V-0" NOTES: 1. SEE SHEET E0.1 FOR ELECTRICAL LEGEND AND GENERAL NOTES. 2. CONDUIT SHOWN RAN ON EXTERIOR OF BUILDING FOR CLARITY PURPOSES ONLY. CONDUIT SHALL BE RAN CONCEALED ON INSIDE OF BUILDING. 3. PROVIDE PHOTOCELL FOR UNDER CANOPY LIGHTING FIXTURE CONTROL. MOUNT ABOVE CANOPY. 4. NOT USED. 5. COVE LIGHTING. SEE DETAIL 2, THIS SHEET AND LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. 6. CIRCUIT TO BE CONNECTED TO CONSTANT MODULE (NON -DIMMED) IN DIMMING RACK "DRi". UPLIGHTING STRIP. SEE FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. PREFINISHED WOOD DECORATIVE CROWN MOLDING. "OVE LIGHTING DETAIL CALE: N.T.S. )R/UTILITY 117 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ®MICHAEL BRADY INC., 2010 Z O H H W m H W 7 - ii ii O LL Z O P H 4 Z qc J m z H � V7 N H M J LL zA Q � oO LL �Z C) Q 0 z O z THIS DRAWING HAS BEEN ISSUED: 13 FOR REVIEW ONLY 0 FOR PERMITTING ONLY M SCHEMATIC DESIGN DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS L U_ E,E 0 Y O QD U tl M N7 O O W Z 04 0o0 0o0 W Ln In 0 U � J p p a _ 0 } � O [if U_ J a E ON M L<j U Lu W Z p t y O 5< 3 J 13- ((n d ta i 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ®MICHAEL BRADY INC., 2010 Z O H H W m H W 7 - ii ii O LL Z O P H 4 Z qc J m z H � V7 N H M J LL zA Q � oO LL �Z C) Q 0 z O z THIS DRAWING HAS BEEN ISSUED: 13 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 13 SCHEMATIC DESIGN DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: ELECTRICAL FLOOR PLAN - LIGHTING Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of E2.1 NO EXISTING OFFICE 127 ELECTRICAL FLOOR PLAN - COMMUNICATIONS & FIRE ALARM ifm 114 NOTE 6 ZLITY 1 NOTES: I. SEE SHEET EO.1 FOR ELECTRICAL LEGEND AND GENERAL NOTES. 2. PROVIDE 24" X 24" X 12"D UNDERGROUND QUAZITE BOX. STUB EMPTY CONDUITS INSIDE QUAZITE BOX AND PROVIDE NYLON PULLSTRING IN EACH CONDUIT. 3. STUB EMPTY CONDUITS UP +12" A.F.F. IN PHONE/COMPUTER ROOM. PROVIDE NYLON PULLSTRING IN EACH CONDUIT. 4. FIRE ALARM SMOKE DETECTOR BEAM TRANSMITTER. 5. FIRE ALARM SMOKE DETECTOR BEAM RECEIVER. 6. VERIFY SPRINKLER RISER AND PIV LOCATIONS WITH FIRE PROTECTION DRAWINGS. Y O cD U d M � � M O O Lu �t C Z (N 0o0 000 -p bi 10 Ln Ln 0 U � J O O Q 0 O O r U_ M Q J N 'M E O U w LLi Z H O w Y O X 3 O Q d cf) u- 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS NCIOMISSIONS, INCONSISTEES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT®MICHAEL BRADY INC., 2010 D co 9 0 J LL d of O LL INC V) THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY O FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 13 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: ELECTRICAL FLOOR PLAN - COMMUNICATIONS 6 FIRE ALARM Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: z1, as Sheet: Sheet No. of E3.1 OkIl l lift/// IL7 ►EOF ` • L 0 R SOUND SYSTEM EQUIPMENT SCHEDULE DESIG. BRAND MODEL DESCRIPTION QTY. LOCATION O1 AKG CGN321E PODIUM MICROPHONE 1 STAGE PODIUM O2 AKG WM540/DIV/880 WIRELESS MICROPHONE SYSTEM 1 PHONE/COMPUTER ROOM 30 AKG D880M MICROPHONE 2 STAGE (LEFT & RIGHT) ® CROWN CROWN CL2 AMPLIFIER 1 PHONE/COMPUTER ROOM 5O CROWN CROWN CH4 AMPLIFIER 1 PHONE/COMPUTER ROOM © DBX DRIVERACK 260 SIGNAL PROCESSOR 1 PHONE/COMPUTER ROOM O7 DBX ZONEPRO 640 DIGITAL ZONE PROCESSOR 1 PHONE/COMPUTER ROOM ® DBX ZC-8 VOLUME CONTROLLER 1 LOBBY (MOUNT @ +48" A.F.F.) (VERIFY EXACT LOCATION WITH OWNER BEFORE ROUGH -IN.) 90 JBL AC2212/64 LOUDSPEAKER 2 STAGE (LEFT & RIGHT) 10 JBL AS8118 SUBWOOFER 1 STAGE 11 JBL CONTROL 24CT MICRO+ LOUDSPEAKER 2 LOBBY (VERIFY EXACT LOCATION WITH OWNER BEFORE ROUGH -IN.) 12 SOUNDCRAFT FX16 MIXING CONSOLE 1 AUDIO / VISUAL ROOM ELECTRICAL FLOOR PLAN - AUDIO / VISUAL SCALE: 1/8" = Y-0" NOTES: I. SEE SHEET E0.1 FOR ELECTRICAL LEGEND AND GENERAL NOTES. 2. PROVIDE 2-3" EMPTY UNDERGROUND CONDUITS. PROVIDE NYLON PULLSTRING IN EACH CONDUIT. 3. PROVIDE 3-1" EMPTY UNDERGROUND CONDUITS. PROVIDE NYLON PULLSTRING IN EACH CONDUIT. 4. STUB EMPTY UNDERGROUND CONDUITS UP +12" A.F.F. IN PHONE/COMPUTER ROOM. PROVIDE NYLON PULLSTRING IN EACH CONDUIT. 5. STUB EMPTY UNDERGROUND CONDUITS UP +12" A.F.F. IN AUDIO/VISUAL ROOM. PROVIDE NYLON PULLSTRING IN EACH CONDUIT. 6. STUB EMPTY UNDERGROUND CONDUITS UP AND CONNECT TO FLUSH MOUNT FLOOR BOX. PROVIDE NYLON PULL5TRING IN EACH CONDUIT. 7. PROVIDE FLUSH MOUNT RECESSED FLOOR BOX. HUBBELL CATALOG #: HBL501PB-HBLTCGNT. 8. PROVIDE RACK FOR SOUND SYSTEM. RACK SHALL HOLD EQUIPMENT PIECES 4, 5, 6 & 7. 9. PROVIDE 2-1" AND 1-2" EMPTY UNDERGROUND CONDUITS. PROVIDE NYLON PULLSTRING IN EACH CONDUIT. — U C AA THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 Q J m Z V) (V H M J U— z Lj Q � 00 Oz cc Q (n V) z O p qqcz 0 1L Z 0 P H a 0 4 Z e THIS DRAWING HAS BEEN ISSUED: FOR REVIEW ONLY N 0 cu 13 L E U_ E.E o Y O (0 n_ te) r�o 00 c w Ln z Noo o0`00-o w M tn Ln 0 U LL_ L -j O O Q _ N U OU N O � U UJ W Z O Y O j< 3 T N j O_ LL_ 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 Q J m Z V) (V H M J U— z Lj Q � 00 Oz cc Q (n V) z O p qqcz 0 1L Z 0 P H a 0 4 Z e THIS DRAWING HAS BEEN ISSUED: Drawing Title: ELECTRICAL FLOOR PLAN - AUDIO / VISUAL Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of E4.1 �E OF . 10 `'/jiiiiiiL��, FOR REVIEW ONLY FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 13 DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: ELECTRICAL FLOOR PLAN - AUDIO / VISUAL Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of E4.1 �E OF . 10 `'/jiiiiiiL��, AUDIO / VISUAL ROOM -� I O O— — — — — — — — — — — — — — — — — — — J ZC-8 O O = 8 MIC / LINE CABLE - - SPEAKER CABLE AC2212/64 O I I � — I I I I I 0 0 0 BRAND 0 00 � � �00 0 0 CROWN CH4 0 0 0 BRAND 0 o 0 � 0 0 - — — — - DATA /CONTROL CABLE I I f 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 SOUND SYSTEM EQUIPMENT SCHEDULE DESIG. BRAND MODEL DESCRIPTION QTY. LOCATION Ol AKG CGN321E PODIUM MICROPHONE 1 STAGE PODIUM 20 AKG WM540/DIV/880 WIRELESS MICROPHONE SYSTEM 1 PHONE/COMPUTER ROOM 30 AKG 0880M MICROPHONE 2 STAGE (LEFT & RIGHT) ® CROWN CROWN CL2 AMPLIFIER 1 PHONE/COMPUTER ROOM O5 CROWN CROWN CH4 AMPLIFIER 1 PHONE/COMPUTER ROOM © DBX DRIVERACK 260 SIGNAL PROCESSOR 1 PHONE/COMPUTER ROOM O7 DBX ZONEPRO 640 DIGITAL ZONE PROCESSOR 1 PHONE/COMPUTER ROOM ® DBX ZC-8 VOLUME CONTROLLER 1 LOBBY (MOUNT @ +48" A.F.F.) (VERIFY EXACT LOCATION WITH OWNER BEFORE ROUGH -IN.) 90 JBL AC2212/64 LOUDSPEAKER 2 STAGE (LEFT & RIGHT) 10 JBL ASS118 5UBWOOFER 1 STAGE 11 JBL CONTROL 24CT MICRO+ LOUDSPEAKER 2 LOBBY (VERIFY EXACT LOCATION WITH OWNER BEFORE ROUGH -IN.) 12 SOUNDCRAFT FX16 MIXING CONSOLE 1 AUDIO / VISUAL ROOM SOUND SYSTEM DETAIL SCALE: N.T.S. 0 0 AC2212/64 O STAGE AREA PHONE/COMPUTER ROOM LOBBY m DMX 512 CABLE DR -1 Fn 00000000000000Mcs RCS3 000 000 000 SYNERGY 5YA CABLEA4 RCS2 000 000 000 DR -1 SYNERGY MODEL # SYELB-240BI-MLX-120/277-NEAR-DMX DIMMER RACK "DR -1" (BY OTHERS). RCS# SYNERGY MODEL # SYRS-I6-68T-BJ4 REMOTE CONTROL STATION WITH SYRS-1GR PLASTER RING. (SEE SHEET E2.1 FOR CONTROL STATION LOCATIONS) MCS SYNERGY MODEL # SQCS-6P-16C-BJ4-TR MAIN CONTROL STATION WITH MODEL # SQCS 868 8 GANG BACKBOX (IN PHONE/COMPUTER ROOM). DMX LEVITON MODEL # MC7024 DMX CONTROLLER (IN PHONE/COMPUTER ROOM). DMAIN FEED CONDUCTORS. SEE DETAIL #1, SHEET E6.1, FOR CONDUCTOR SIZE AND NUMBER. DIMMING RACK SYSTEM DETAIL 5CALE: N.T.S. COPYRIGHT ®MICHAEL BRADY INC., 2010 THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY dO c0 C Mg c 0 DESIGN DEVELOPMENT 0 �m � U m W rN co 08 U_ E.� 0 Y O (D U O O c W F_ Ln Ln .T Z N Op oo -0 W Ln U7 O U J LL- O O < 0 � U ZO O Q: irq< E N O � w U W Z O y O x 3 Q L ( !J 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT ®MICHAEL BRADY INC., 2010 THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: SOUND SYSTEM 6 DIMMING RACK DETAIL Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of 4.2 SANCTAURY INTERIOR FRONT ELEVATION - SCREEN MOUNTING HEIGHT SCALE: 1/4"=1'-0" 19'-9" SANCTAURY INTERIOR SIDE ELEVATION - PROJECTOR MOUNTING DISTANCE SCALE: 1/4"=1'-0" THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHTS MICHAEL BRADY INC., 2010 Z O H H to W m H W Z 00 N tD O N M J LL 0 ac O LL Q THIS DRAWING HAS BEEN ISSUED: FOR REVIEW ONLY FOR PERMITTING ONLY El SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: PROJECTOR SCREEN MOUNTING HEIGHT d, PROJECTOR MOUNTING DISTANCE Date: 08/06/10 Designed By: ESI I- S S ow U � CHP THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHTS MICHAEL BRADY INC., 2010 Z O H H to W m H W Z 00 N tD O N M J LL 0 ac O LL Q THIS DRAWING HAS BEEN ISSUED: FOR REVIEW ONLY FOR PERMITTING ONLY El SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: PROJECTOR SCREEN MOUNTING HEIGHT d, PROJECTOR MOUNTING DISTANCE Date: 08/06/10 Designed By: CHP ow U � CHP M M SM080008 O O W I— to Lc) >, Z CV Op Op Lv Ln U7 a U LJ J QJZ- O i of U U o N M E UW W Z Fw- O Y O X 3 O O Q Z Q 3 (n -i d Lj- 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHTS MICHAEL BRADY INC., 2010 Z O H H to W m H W Z 00 N tD O N M J LL 0 ac O LL Q THIS DRAWING HAS BEEN ISSUED: FOR REVIEW ONLY FOR PERMITTING ONLY El SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: PROJECTOR SCREEN MOUNTING HEIGHT d, PROJECTOR MOUNTING DISTANCE Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of E4.3 POWER PANELBOAR� MB X MDP RATED FOR SERVICE ENTRANCE EQUIPMENT MOUNTING SURFACE LOCATION ELECTRICAL ROOM 123 VOLTS 208 PHASE 3 WIRE 4 MAIN BUS RATING 2000 AMPS TOTAL CONNECTED LOAD 1643 AMPS ENCLOSURE NEMA 1 NEUTRAL BUS RATING 2000 AMPS ESTIMATED DEMAND LOAD 1643 AMPS INCOMING FEEDER TOP X SYM. A.I.C. 65,000 CKT. LOAD DESCRIPTION DWG. NO. LOAD CIRCUIT BREAKER BRANCH CIRCUIT DESCRIPTION REMARKS AMPS VA VOLT POLES TRIP FRAME 1. TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) DEMAND AMPS @ 208V, 3 PHASE : 1643 A PANELBOARD "Pl" 208 3 30 30 TVSS TVSS 2. EXISTING DISTRIBUTION PANEL (800A) ® 20BY/12OV., 3 PHASE, 4 WIRE 640 230,400 208 3 800 800 EX. DIST. PANEL (800A) EX. DIST. PANEL (800A) 3. PANELBOARD "PP' AMP. 296 106,429 208 3 400 400 PANELBOARD "P1" PANEL80ARD "P1" 4. PANELBOARO "P2" ® TOP 79 28,400 208 3 200 225 PANELBOARD "P2" PANELBOARD "P2" 5. PANELBOARD "TPI" 115456 VA 80 28,800 208 3 100 125 PANELBOARD "TPI" PANELBOARD "TPI" 6. EMERGENCY POWER PANELBOARD "NEP" MAINS: 549 197,500 208 3 800 800 EM. POWER PANEL "NEP" EM. POWER PANEL "NEP" 7. SPARE A B C ®DOOR WT» LOCK ®MAIN LUG ONLY 400 AMP. 2 640 LIGHTING - ROOM 101 208 3 400 400 SPARE SPARE 8. SPARE 8 1060 LI6HTM - ROOM 110 2120 LIGHTING - ROOMS 116 6117 750 9 208 3 200 225 SPARE SPARE 9. SPARE BUS BRACING: 42,000 LOAD PHASE C 25036 VA 208 3 200 225 SPARE SPARE 10. SPARE 900 LOAD PHASE B LOAD PHASE A 38052 VA 38552 VA 208 3 100 125 SPARE SPARE NOTES: LOAD SUMMARY- PANELBOARD'MSB" DESIG EXISTING DISTRIBUTION PANE. (800A X 0.80) = 230,400 VA PANELBOARD'Pl" - 106,429 VA PANELBOARD "P2` = 28,400 VA PANELBOARD'TPI' = 28,800 VA EMERGENCY POWER PANELBOARD 'NEP` : 197,500 VA TOTAL CONNECTED - 591,529 VA TOTAL DEMAND - 591,529 VA DEMAND AMPS @ 208V, 3 PHASE : 1643 A LOAD SUMMARY - PANELBOARD'P2' DESIG VOLTAGE: VOLTS MISC. EQUIPMENT : 0.75 x 500 : 375 VA LIGHTING :1.25 x 20,020 MOUNTING: CEILING FANS :1.00 x 3,000 PANELBOARD 11P2" TOTAL CONNECTED VOLTAGE: TOTAL DEMAND - 28,400 VA ® SURFACE 79 A MOUNTING: NO. PANELBOARD "Pl" o Vwi wu-ocu" w�WOi�u< cc ® 208Y/12OV., 3 PHASE, 4 WIRE TOTAL CONNECTED ® SURFACE FED FROM: MSB PANELBOARD LPI SECTION 2 : 106,429 VA ® 20BY/12OV., 3 PHASE, 4 WIRE : 296 A ® SURFACE NEUTRAL: LOCATION: ELECTRICAL ROOM 123 LOCATION: ELECTRICAL ROOM 123 3 32W COVER: MAINS: AMP. VA FED FROM: "MSB" NEUTRAL: ® 100% LOCATION: ELECTRICAL ROOM 123 10'6?" TOTALLOAD 23520 VA ® DOOR WITH LOCK ® MAIN BREAKER 225 AMP. VA VA ® TOP FED FROM: SECTION 1 FED FROM: SECTION 1 LOAD NO,q 22 20^ 20^ 20^ 20^ 20^ 20^ 20^ - LOQ - 20^ 20^^20 20'1'120 BUS BRACING: 42,000 3 32W 120 TOTAL LOAD 115456 VA MAINS: COVER; MAINS: LOAD PHASE C 6460 VA 10'-6" NEUTRAL: 2M-3-32-AI2-120-GEBIOIS 2' x 4' CHAIN HUNG FLUORESCENT FIXTURE W/ ACRYLIC LENS C COVER: MAINS: NEUTRAL:COVER: TOTAL LOAD 80084 VA ® DOOR WITH LOCK ® MAIN LUG ONLY 400 AMP. �0^ �0^ �0^ LO20 20 20 20 20^ �0^ 20^ 20 �0^ �0^ LO 2011 �0^ 20 �0^ �0^ �0 �0^ ® TOP ® 100% LOAD DESCRIPTION A B C ®DOOR WT» LOCK ®MAIN LUG ONLY 400 AMP. 2 640 LIGHTING - ROOM 101 ®TOP ®100% 4 1500 CEILING FANS - ROOMS 101,102, 6103 >< 2140 LIGHTING - ROOM 121 640 5 6 SPARE 640 LIGHTING - ROOMS 118,119 6120 1060 1 7 8 1060 LI6HTM - ROOM 110 2120 LIGHTING - ROOMS 116 6117 750 9 BUS BRACING: 42,000 IAAD PHASE C 38852 VA 12 SPARE >< 850 LIGHTING - ROOM 127 530 13 14 500 LIGHTING CONTROL. PANEL 'Ur 1030 BUS BRACING: 42,000 LOAD PHASE C 25036 VA LIGHTING - ROOM 109 640 17 18 900 PARKING LOT LIGHTING >< >< 1540 LIGHTING - ROOMS 107 6108 640 T 20 900 PARKING LOT LIGHTING 1540 SPARE 21 22 900 PARKING LOT LIGHTING 900 LOAD PHASE B LOAD PHASE A 38052 VA 38552 VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. SPARE 25 BREAKER INTERRUPTING CAPACITY: 42,000 RMS SYM. AMPS LOAD PHASE B LOAD PHASE A 28974 VA 26074 VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 42,000 RMS SYM. AMPS DESCRIPTION LOAD NO. 20 ^ 20 ^ 20 20 20 20 ^ 20 20 ^ 20,--, 2� ^ 2-0'-"- 20 20 ^ &*--20 1 20 ^ �O 20 ^ 2-0'--'- 20^ �0 �0^ q g C 'z 'z 20 20 20 20 20 '"L 'ti 20 _20 125 - 20 '-'- '"�- NO. LOAD DESCRIPTION A B C DESCRIPTION LOAD NO. 110 - - ^ ^ 20 ^ 3� ^ � ^ ^ 40, ^ ^ ^ ^ 20 20^ ^ q g C 15 ''L 20 20 ,,2 20 20 20 '"z 20 20 ' z 'z ZO '� NO. LOAD DESCRIPTION A B C RECEPTACLES - ROOMS 123,124 6125 800 1 2 400 RECEPTACLES - ROOM 114 1200 MAKEUP AIR UNIT NUAT 11280 43 44 4956 CONDENSER UNTT'CU-5' 16236 RECEPTACLES - ROOMS 123,124 6125 800 3 4 400 RECEPTACLES - ROOM 114 1200 MAKEUP AIR UNIT "MUA-1" 11280 45 46 4956 CONDENSER UNIT "CU -5" 16236 RECEPTACLES ROOM 126 800 5 6 600 RECEPTACLES - ROOMS 111,112 6122 1400 MAKEUP AIR UNIT -1 11280 47 48 4956 CONDENSER UNIT'CU-5' 16236 RECEPTACLES - ROOM 126 800 7 8 600 RECEPTACLES - ROOMS 111,112 6122 1400 X RECEPTACLES - ADMINISTRATION 500 49 50 538 FAN COIL UMTS "FC -17" - "FC -20" 1038 RECEPTACLES -ROOM 126 800 9 10 600 RECEPTACLES - ROOM 113 X 1400 RECEPTACLES - ADMINISTRATION 500 51 52 538 FAN COIL UMTS "FC -17" - "FC -20' 1038 RECEPTACLES - ROOM 122 (STAGE) 600 11 12 600 RECEPTACLES - ROOM 113 1200 RECEPTACLES - ADMINISTRATION 500 53 54 500 RECEPTACLES - ADMINISTRATION 1000 RECEPTACLES ROOM 122 (STAGE) 600 13 14 600 RECEPTACLES - ROOM 116 1200 RECEPTACLES - ADMINISTRATION 500 55 56 500 RECEPTACLES - ADM]MSTRATION X RECEPTACLES - ROOM 122 (STAGE) 600 15 16 600 RECEPTACLES - ROOM 116 1200 RECEPTACLES - ADMINISTRATION 500 57 58 500 RECEPTACLES - ADMINISTRATION 1000 pinm RECEPTACLES - ROOM 121 800 17 18 1000 RECEPTACLES - ROOM 117 1800 RECEPTACLES - ADMINISTRATION 500 59 60 500 RECEPTACLES - ADMINISTRATION20 1000 RECEPTACLES ROOM 121 600 19 26 500 RECEPTACLES - COVERED DRIVE-THRU 1100 FLOORRECEPTACLES -CONFERENCE ROOM 500 61 62 500 RECEPTACLES - ADMINISTRATION RECEPTACLES - ROOM 121 400 21 22 500 RECEPTACLE - ROOM 104 900 TANKLESS WATER HEATER 3400 63 64 500 RECEPTACLES - ADMINISTRATION 3900 RECEPTACLES ROOM 120 6122 600 23 24 1000 WATERCOOLER 1600 TANKLESS WATER HEATER 3400 65 66 SPARE 3400 RECEPTACLES - ROOM 120 400 25 26 1000 WATERCOOLER ROOM 114 1400 TANKLE55 WATER HEATER 3400 1 67 68 SPARE 3400 RECEPTACLES - ROOM 119 6122 600 T 28 500 FIRE ALARM CONTROL PANEL TACP` 1100 5z TANKLESS WATER HEATER 3400 69 30 4557 PANEL'P3" 5157 TANKLESS WATER HEATER 3400 71 70 SPARE 3400 RECEPTACLES - ROOM 119 6122 600 29 72 SPARE >< 3400 RECEPTACLES - ROOM 122 (FLOOR) 500 31 32 4557 PANEL NP3" 5057TANKLESS WATER HEATER 3400 73 74 SPARE 3400 RECEPTACLES - ROOM 122 (FLOOR) 500 33 34 4557 PANEL "P3" 5057 TANKLE55 WATER HEATER 3400 75 76 SPARE 3400 RECEPTACLES - ROOM 122 FLOOR 500 35 36 SPARE >< >< 500 SPARE 77 78 SPARE -0- RECEPTACLES - ROOM 122 (FLOOR) 500 37 38 26695 FEED THROUGH LU65 SECTION 2 27195 SPARE 79 80 SPARE -0- RECEPTACLES - ROOM 122 (FLOOR) 500 39 40 26695 FEED THROUGH LUGS SECTION 2 27156 SPARE 81 82 SPARE -0 RECEPTACLES - ROOM 122 (FLOOR) 500 41 42 26695 FEED THROUGH LU65 SECTION 2 27195 SPARE 83 84 SPARE -0- NOTES: 1) PANEL SHALL HAVE 6' X 20' CABINET AND SHALL BE EQUAL TO SQUARED' CO. "NQOD" TYPE. 2) HACR TYPE BREAKER, 3) 5WD TYPE BREAKER. 2 28W 120 LOAD SUMMARY - PANELBOARD'P2' DESIG VOLTAGE: VOLTS MISC. EQUIPMENT : 0.75 x 500 : 375 VA LIGHTING :1.25 x 20,020 MOUNTING: CEILING FANS :1.00 x 3,000 PANELBOARD 11P2" TOTAL CONNECTED ® 208Y/12OV., 3 PHASE, 4 WIRE TOTAL DEMAND - 28,400 VA ® SURFACE 79 A LOCATION: ELECTRICAL ROOM 123 NO. WATTS o Vwi wu-ocu" w�WOi�u< cc uZ inai2Wu TOTAL CONNECTED u 2 FED FROM: MSB A : 106,429 VA X : 296 A NEUTRAL: ® SURFACE LOCATION: ELECTRICAL ROOM 123 3 32W COVER: MAINS: AMP. VA ® TOP NEUTRAL: ® 100% NEUTRAL: 10'6?" TOTALLOAD 23520 VA ® DOOR WITH LOCK ® MAIN BREAKER 225 AMP. VA VA ® TOP ® 100% FED FROM: SECTION 1 LOAD NO,q 22 20^ 20^ 20^ 20^ 20^ 20^ 20^ - LOQ - 20^ 20^^20 20'1'120 BUS BRACING: 42,000 3 32W 120 TOTAL LOAD 200974 VA X COVER; MAINS: LOAD PHASE C 6460 VA 10'-6" LITHONIA 2M-3-32-AI2-120-GEBIOIS 2' x 4' CHAIN HUNG FLUORESCENT FIXTURE W/ ACRYLIC LENS C ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 42,000 RMS SYM AMPS BUS BRACING: 42,000 LOAD PHASE B LOAD PHASE A 8980 VA 8080 VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 42,000 RMS SYM. AMPS DESCRIPTION LOAD N0, �0^ �0^ �0^ LO20 20 20 20 20^ �0^ 20^ 20 �0^ �0^ LO 2011 �0^ 20 �0^ �0^ �0 �0^ q g C '' 20 20 20 20 20 ' jt �- 'jam '�� 20 20 20 '-'20 20 NO. LOAD DESCRIPTION A B C LIGHTING - ROOMS 123,124 6125 850 1 2 640 LIGHTING - ROOM 101 1490 LIGHTING - ROOM 126 640 3 4 1500 CEILING FANS - ROOMS 101,102, 6103 >< 2140 LIGHTING - ROOM 121 640 5 6 SPARE 640 LIGHTING - ROOMS 118,119 6120 1060 1 7 8 1060 LI6HTM - ROOM 110 2120 LIGHTING - ROOMS 116 6117 750 9 10 1500 CEILING FANS - ROOMS 105,106,108, 6110 2250 LIGHTING - ROOMS 111,112 6113 850 T 12 SPARE >< 850 LIGHTING - ROOM 127 530 13 14 500 LIGHTING CONTROL. PANEL 'Ur 1030 LIGHTING - ROOM 109 640 T 16 900 PARKING LOT LIGHTING 1540 LIGHTING - ROOM 109 640 17 18 900 PARKING LOT LIGHTING >< >< 1540 LIGHTING - ROOMS 107 6108 640 T 20 900 PARKING LOT LIGHTING 1540 SPARE 21 22 900 PARKING LOT LIGHTING 900 LIGHM46 - ROOMS 105 6106 850 23 24 900 PARKING LOT LIGHTING 1750 SPARE 25 26 900 PARKING LOT LIGHTING 900 SPARE 27 28 900 PARKING LOT LIGHTING 900 LIGHTING - ROOMS 103 6104 430 29 30 900 PARKING LOT LIGHTING X >< 1330 CEILING FAN - ROOM 103 1000 31 T2 SPARE 1000 LIGHTING - ROOM 102 850 33 34 SPARE 850 SPARE 35 36 SPARE >< -0- SPARE 37 38 SPARE -0- LIGHM46 - EXTERIOR BUILDING MOUNTED 400 39 40 SPARE 400 LIGHTING - EXTERIOR CANOPY 350 41 42 SPARE 350 NOTES: 1) PANEL SHALL HAVE 6"X 20' CABINET AND SHALL BE EQUAL TO SQUARE `D" CO. "NQOD" TYPE. 2) HACR TYPE BREAKER. 3) 5WD TYPE BREAKER, X LOAD SUMMARY - PANELBOARD'P2' DESIG TYPE LAMPS VOLTS MISC. EQUIPMENT : 0.75 x 500 : 375 VA LIGHTING :1.25 x 20,020 - 25,025 VA CEILING FANS :1.00 x 3,000 - 3,000 VA TOTAL CONNECTED - 23,520 VA TOTAL DEMAND - 28,400 VA DEMAND AMPS @ 208V, 3 PHASE 79 A LIGHTING FIXTURE SCHEDULE DESIG TYPE LAMPS VOLTS MOUNTING Hb L13U 'Lou Z wa �>O Om0 �<u_ MANUFACTURER NOTE CATALOG NO. REMARKS w �w`�� Z <Oa<a011 Z_jNu'g<Ow Z ix u. O ui 21 INC _j H Wu' (b w=v_j Z cfl11c GC i 23,800 NO. WATTS o Vwi wu-ocu" w�WOi�u< cc uZ inai2Wu TOTAL CONNECTED u 2 Z n � J A : 106,429 VA X : 296 A NEUTRAL: ® SURFACE LOCATION: ELECTRICAL ROOM 123 3 32W 120 X AMP. VA ® TOP NEUTRAL: ® 100% 10'6?" LITHONIA 2M-3-32-PCIS-120-GEBIOIS 2' x 4' SURFACE MOUNTED FLUORESCENT FIXTURE W/ PARACUBE LENS B VA VA X ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY; 22,000 RMS SYM AMPS FED FROM: SECTION 1 LOAD NO,q 22 20^ 20^ 20^ 20^ 20^ 20^ 20^ - LOQ - 20^ 20^^20 20'1'120 BUS BRACING: 42,000 3 32W 120 TOTAL LOAD 200974 VA X COVER; MAINS: 4 800 RECEPTACLES - ADMINISTRATION 1600 10'-6" LITHONIA 2M-3-32-AI2-120-GEBIOIS 2' x 4' CHAIN HUNG FLUORESCENT FIXTURE W/ ACRYLIC LENS C ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 42,000 RMS SYM AMPS X LOAD N0, TOTAL LOAD 13146 VA qgC N0. LOAD DESCRIPTION A 3 32W 120 X 20 20^ 20 ^ 20 '''20 20 2 1000 RECEPTACLES - ROOM 118 (COUNTER) 2000 10'-6" LITHONIA 2GT8-F-3-32-PCIS-120-GESIOIS 2' x 4' LAY -IN FLUORESCENT FIXTURE W/ PARACUBE LENS D 6 1000 X -0- 2000 COMMERCIAL REFRIGERATOR 1200 7 20 ^ 20^ 20 �0^ �0^ �0^ 3 32W 120 X NOTES: 1) PANEL SHALL HAVE 6' X 2(r CABINET AND SHALL BE EQUAL TO SQUARE "D' CO.'NQOD" TYPE. UPRIGHT FREEZER 1800 9 10 SPARE 18M RE ICE MACHINE 1700 11 10'4" LITHONIA 26T8-F-3-32-Al2-120-GEB10I5 2' x 4' LAY -IN FLUORESCENT FIXTURE W/ ACRYLIC LENS E MICROWAVE 1700 15 16 SPARE 1700 MICROWAVE 1700 17 18 X 1700 1 50OW 120 X 20 'ti 20 20 20 20 20 SPARE 2000 DESCRIPTION 25'0" INDY LIGHTING 217RM-SAC 8" RECESSED CAN (SANCTUARY) F 2250 SPARE 25.0 26 SPARE -0- C DESCRIPTION SPARE 27 28 SPARE X SPARE 29 1 42W TRT 120 X 44 SPARE 538 ---20 SPARE 3 4 9600 DIMMING RACK "DRI" %00 BRANCH SELECTORS '85-12' - "BS -14` 538 45 46 SPARE 538 SPARE 5 10'-6" GOTHAM AFV-42TRT-8-AR-CGL-120-GE810 8" COMPACT FLUORESCENT DOWNLIGHTING W/ CLEAR GLASS LENS 6 X 10 SPARE 5003� FAN COILS TC -16' - "FC-18','FC-25','FC-26', 938 51 52 SPARE 938 RECEPTACLE - ADMINISTRATION 1000 11 12 SPARE 1000 "FC -36', FC -37', 6 BRANCH SELECTOR 15-15' 938 53 54 SPARE X >< 938 RECEPTACLE - ADMINISTRATION 1000 13 14 7788 CONDENSER UNIT TUT 8788 FAN COILS TC -5" - "FC -9', 6 574 55 1 10OW 120 X PROJECTOR (CEILING) 1500 117 18 7788 CONDENSER UNIT TUT 9288 FAN COILS "FC-1'-'FC-4','FC-10" - `FC-12",'FC-38" 945 59 20 5256 CONDENSER UNIT'CU-2' 5256 BRANCH SELECTORS 'WI" - "BS -6", 6 ERV -1 945 61 60 SPARE X >< 945 SPARE 19 62 1632 FUTURE COOLER 2577 10'-6" GOTHAM A -6 -AR 6" INCANDESCENT DOWNLIGHTING H 66 1632 FUTURE COOLER JACKET HEATER 1000 25 26 9288 CONDENSER UNIT'CU-3' 10288 SPARE 67 g1632GENERATOR SPARE -0- GENERATOR BATTERY CHARGER 500 27 28 9288 CONDENSER UNIT"CU-3' 9788 SPARE 69 X GENERATOR FUEL PUMP (IF TANK I5 LOCATED REMOTELY) 500 29 2 26W DTT 120 32 9288 CONDENSER UNIT'CU-4' 12338 SPARE 73 74 SPARE -0- PANELBOARD "UPS -1" 3050 33 34 9288 CONDENSER UNIT "CU -4` 12338 SPARE 75 76 SPARE -0- X 10'-0" LITHONIA WST-2/26DTT-WT-120-SF-ELOW-PE-LPI-DBLB ARCHITECTURAL BUILDING MTD. AREA LIGHTING W/EM. EGRESS BATT. BACKUP (COLOR -BLACK) W/PHOTOCELL EYE K X FEED THROUGH LUGS SECTION 2 10206 SPARE 81 82 SPARE -0- EXISTING LC -EMERGENCY STANDBY POWER SUB -PANEL #1-1 5824 41 42 4382 FEED THROUGH LUGS SECTION 2 10206 SPARE 83 84 SPARE -0 NOTES: 1) PANEL SHALL HAVE 6" X 20" CABINET AND SHALL BE EQUAL TO SQUARE "D" CO. "I LINE" TYPE. 2) HACR TYPE BREAKER 3) SWD TYPE BREAKER. 5 100W 120 X 14'-0" BY OWNER BY OWNER NOTE 2 DECORATIVE ENTRANCE CHANDELIER L X 2 28W 120 X COVE LITHONIA M55S5-2-28T5-MVOLT-GEDIOPS NOTE 3 COVE STRIP LIGHTING M X 2 12W 120 X 9'-6" LITHONIA LHQM-S-W-3-G-120/277-N EXIT/EMERGENCY LIGHT COMBO W/ BATTERY BACK UP N X 1 1W 120 X 9'4" LITHONIA LQM-5-W-3-6-120/277-EL-N-SD EXIT SIGN W/ BATTERY BACK UP P X 2 12W 120 X 7'-6" Ll:THONIA ELM2-SD-N EMERGENCY LIGHT W/ BATTERY BACK UP SA X 1 40OW 208 X 30'-0" LITHONIA A52-SP45C-208-SPA-LPI-SF-DBL ARCHITECTURAL ARM MOUNTED FULL CUTOFF AREA LIGHTING (COLOR -BLACK) Pl X 30'-0" LITHONIA SSA-30-6,T-DM29-DBL 30' POLE FOR FIXTURE "SA" (COLOR -BLACK) LIGHTING FIXTURE SCHEDULE NOTES: (1) FURNISH AND INSTALL LAMPS FOR ALL FIXTURES (2) GENERAL CONTRACTOR TO VERIFY NEED FOR LOWERING DEVICE FOR CHANDELIER (3) SEE DETAIL 2/E2.1 FOR ADDITIONAL INFORMATION. (4) OR OWNER APPROVED EQUAL LOAD SUMMARY - PANE.BOARD "Pl" VOLTAGE: VOLTAGE: MISC. EQUIPMENT :0.75x 500 : 375 VA HVAC :1.00 x 49,784 - 49,784 VA RECEPTACLES :lax 10,000 ® 20BY/120V., 3 PHASE, 4 WIRE + 0.50 x 17,600 = 18,800 VA WATER HEATERS :1.00 x 23,800 : 230 VA PANEL "P3" lax 13,670 - 13,670 VA TOTAL CONNECTED - 115,456 VA TOTAL DEMAND : 106,429 VA DEMAND AMPS @ 208V, 3 PHASE : 296 A LOAD SUMMARY - PANELBOARD 'NEP" HVAC :1.00 x 100,866 VOLTAGE: VOLTAGE: - 2,250 VA RECEPTACLES :1.00 x 55W - 5,500 VA MOL NM46: MOUNTING, FUTURE COOLER :1.00 x 4,896 PANELBOARD 11P3" PANEL "UPST ® 20BY/120V., 3 PHASE, 4 WIRE EXI5TIN6 LC -EMERGENCY STANDBY POWER PANEL, (225A X 0.80) ® SURFACE EXISTING LC -EMERGENCY STANDBY POWER SU8-PANEL (70A X 0.80) - 11,648 VA LOCATION: JANITOR CLOSET #117 MOUNTING: PANELBOARD "NEP" ® 20BY/12OV., 3 PHASE, 4 WIRE FED FROM; "MSB" PANELBOARD "NEP" SECTION 2 ® 208Y/120V., 3 PHASE, 4 WIRE NEUTRAL: ® SURFACE LOCATION: ELECTRICAL ROOM 123 ® BOTTOM COVER; ® DOOR WITH LOCK MAINS: ® MAIN LUG ONLY 125 AMP. VA ® TOP NEUTRAL: ® 100% TOTAL LOAD 17800 VA BUS BRACING; 22,000 LOAD PHASE B 3000 LOAD PHASE A 3600 VA VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY; 22,000 RMS SYM AMPS FED FROM: SECTION 1 LOAD NO,q 22 20^ 20^ 20^ 20^ 20^ 20^ 20^ - LOQ - 20^ 20^^20 20'1'120 BUS BRACING: 42,000 �ADPNASE C 5400 VA B TOTAL LOAD 200974 VA COVER; MAINS: 4 800 RECEPTACLES - ADMINISTRATION 1600 SPARE 5 6 11000 RECEPTACLES - ADMINISTRATION 1000 LOAD PHASE LOAD PHASE A 5500 VA 6900 VA 8 400 RECEPTACLES - ADMINISTRATION >< ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 42,000 RMS SYM AMPS DESCRIPTION LOAD N0, TOTAL LOAD 13146 VA qgC N0. LOAD DESCRIPTION A B C RECEPTACLES - ROOM 118 (COUNTER) 1000 1 20 20^ 20 ^ 20 '''20 20 2 1000 RECEPTACLES - ROOM 118 (COUNTER) 2000 20 SPARE RECEPTACLES - ROOM 118 (FLOOR) 1000 3 4 1000 RECEPTACLES - ROOM 118 2000 RECEPTACLES - ROOM 118 (FLOOR) 1000 5 6 1000 RECEPTACLES - ROOM 118 -0- 2000 COMMERCIAL REFRIGERATOR 1200 7 20 ^ 20^ 20 �0^ �0^ �0^ 20 'ti 20 'ti ,2 20 8 SPARE 1200 NOTES: 1) PANEL SHALL HAVE 6' X 2(r CABINET AND SHALL BE EQUAL TO SQUARE "D' CO.'NQOD" TYPE. UPRIGHT FREEZER 1800 9 10 SPARE 18M RE ICE MACHINE 1700 11 12 SPARE 1700 GARBAGE DISPOSAL 1700 13 14 SPARE 1700 MICROWAVE 1700 15 16 SPARE 1700 MICROWAVE 1700 17 18 SPARE 1700 WARMING OVEN 2000 19 ^ 30� - �0 20'1 20 'ti 20 20 20 20 20 SPARE 2000 DESCRIPTION 20 GALLON WATER HEATER 2250 21 22 SPARE 2250 20 GALLON WATER HEATER 2250 23 24 SPARE 2250 SPARE 25.0 26 SPARE -0- C DESCRIPTION SPARE 27 28 SPARE -0 SPARE 29 30 SPARE ><pQ 0 NOTES; 1) PANEL SHALL HAVE VX 20' CABINET AND SHALL BE EQUAL TO SQUARED" 00.'NQOV TYPE. 2) HACR TYPE BREAKER 3) SWD TYPE BREAKER 2 9600 DIMMING RACK "DRI" 10100 FAN COILS'FC-13" - "FC-15",'FC-21' . "FC -24" 6 538 43 44 SPARE 538 LOAD SUMMARY - PANELBOARD 'NEP" HVAC :1.00 x 100,866 VOLTAGE: MISC. EQUIPMENT :0.75x 3,000 - 2,250 VA RECEPTACLES :1.00 x 55W - 5,500 VA DIMMING RACK -W (100A X 0.80) MOUNTING, FUTURE COOLER :1.00 x 4,896 - 4,8% VA PANEL "UPST - 6,100 VA EXI5TIN6 LC -EMERGENCY STANDBY POWER PANEL, (225A X 0.80) VOLTAGE: EXISTING LC -EMERGENCY STANDBY POWER SU8-PANEL (70A X 0.80) - 11,648 VA ® SURFACE 1 MOUNTING: PANELBOARD "NEP" ® 20BY/12OV., 3 PHASE, 4 WIRE ® SURFACE PANELBOARD "NEP" SECTION 2 ® 208Y/120V., 3 PHASE, 4 WIRE NEUTRAL: ® SURFACE LOCATION: ELECTRICAL ROOM 123 ® BOTTOM ® 100% TOTAL LOAD 6600 VA FED FROM: "MSB" LOCATION: ELECTRICAL ROOM 123 BUS BRACING; 22,000 LOAD PHASE B 3000 LOAD PHASE A 3600 VA VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY; 22,000 RMS SYM AMPS FED FROM: SECTION 1 LOAD NO,q 22 20^ 20^ 20^ 20^ 20^ 20^ 20^ - LOQ - 20^ 20^^20 20'1'120 g '-`20 '-`20 0 __ 0 ^20 .120 ^20 -`Lo - '120 ^20 '120 r-�O_ NO. LOAD DESCRIPTION A B TOTAL LOAD 200974 VA COVER; MAINS: 4 800 RECEPTACLES - ADMINISTRATION 1600 SPARE 5 6 11000 RECEPTACLES - ADMINISTRATION 1000 NEUTRAL: SPARE 7 8 400 RECEPTACLES - ADMINISTRATION >< COVER: MAINS: NEUTRAL: TOTAL LOAD 13146 VA ® DOOR WITH LOCK ® MAIN BREAKER 800 AMP. -0- ® TOP ® 100% SPARE 15 16 1000 EQUIPMENT RACK 'A' 1000 SPARE 17 ® DOOR WITH LOCK ® MAIN LUG ONLY 800 AMP. 20 SPARE ® TOP SPARE 21 ® 100% SPARE 23 24 SPARE -0- SPARE 25 26 SPARE -0 SPARE 27 28 SPARE 4 LOAD PHASE C 74146 VA NOTES: 1) PANEL SHALL HAVE 6' X 2(r CABINET AND SHALL BE EQUAL TO SQUARE "D' CO.'NQOD" TYPE. 2) HACR TYPE BREAKER 3) SWD TYPE BREAKER. LOAD PHASE C 4461 VA BUS BRACING: 65,000 LOAD PHASE B LOAD PHASE A 56476 VA 70352 VA ALL BRANCH BREAKERS 20 AMP, UNLESS NOTED. BUS BREAKER INTERRUPTING CAPACITY: BRACING: 65,000 65,000 RMS SYM. AMPS LOAD PHASE B 3682 VA LOAD PHASE A 5003 VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 65,000 RMS SYM. AMPS DESCRIPTION LOAD NO. qgC 20 -% �0^ �0^ �0 20^ �0^ 20 20 �0^ 20 �0� - ^ 60'x` - 22 - - 100 20 20 90 45 10 110 NO. LOAD DESCRIPTION A 8 C DESCRIPTION LOAD NO. 15 - 15 - 15 15 - 15 20^ ^ ^ 21 �0^ �0^ �0^ - - - q g C 20 'ti ''z 20 '"L 20 '"'2068 20 '-'20 'z 20 ,-z20 'Z 20 NO. LOAD DESCRIPTION A 8 C DEDICATED RECEPTACLE - ROOM 103 COPIER 500 1 2 9600 DIMMING RACK "DRI" 10100 FAN COILS'FC-13" - "FC-15",'FC-21' . "FC -24" 6 538 43 44 SPARE 538 ---20 SPARE 3 4 9600 DIMMING RACK "DRI" %00 BRANCH SELECTORS '85-12' - "BS -14` 538 45 46 SPARE 538 SPARE 5 6 9600 DIMMING RACK "DRI" 9600 FAN COILS `FC -27' - "FC -35' 946 47 48 SPARE 946 SPARE 7 8 480 RESTROOM EMERGENCY LIGHTS 480 X FAN COILS `FC -27' -'FC -35" 946 49 50 368 EXHAUST FANS T-r,'F-2", 67-3' 1314 RECEPTACLE - ADMINISTRATION 500 9 10 SPARE 5003� FAN COILS TC -16' - "FC-18','FC-25','FC-26', 938 51 52 SPARE 938 RECEPTACLE - ADMINISTRATION 1000 11 12 SPARE 1000 "FC -36', FC -37', 6 BRANCH SELECTOR 15-15' 938 53 54 SPARE X >< 938 RECEPTACLE - ADMINISTRATION 1000 13 14 7788 CONDENSER UNIT TUT 8788 FAN COILS TC -5" - "FC -9', 6 574 55 56 SPARE 574 RECEPTACLE - ADMINISTRATION 1000 15 16 7788 CONDENSER UNIT -1 8788 BRANCH SELECTORS "BS i' "BS il" 574 57 58 SPARE 574 PROJECTOR (CEILING) 1500 117 18 7788 CONDENSER UNIT TUT 9288 FAN COILS "FC-1'-'FC-4','FC-10" - `FC-12",'FC-38" 945 59 20 5256 CONDENSER UNIT'CU-2' 5256 BRANCH SELECTORS 'WI" - "BS -6", 6 ERV -1 945 61 60 SPARE X >< 945 SPARE 19 62 1632 FUTURE COOLER 2577 SPARE 21 22 5256 CONDENSER UNIT TU -2' 5256 SPARE 63 64 1632 FUTURE COOLER 1632 GENERATOR JACKET HEATER 1000 23 24 5256 CONDENSER UNIT "CU -2` 6256 SPARE 65 66 1632 FUTURE COOLER JACKET HEATER 1000 25 26 9288 CONDENSER UNIT'CU-3' 10288 SPARE 67 g1632GENERATOR SPARE -0- GENERATOR BATTERY CHARGER 500 27 28 9288 CONDENSER UNIT"CU-3' 9788 SPARE 69 70 SPARE -0- GENERATOR FUEL PUMP (IF TANK I5 LOCATED REMOTELY) 500 29 30 9288 CONDENSER UNIT'CU-3' 9788 SPARE 71 72 SPARE PANELBOARD "UPS -1" 3050 31 32 9288 CONDENSER UNIT'CU-4' 12338 SPARE 73 74 SPARE -0- PANELBOARD "UPS -1" 3050 33 34 9288 CONDENSER UNIT "CU -4` 12338 SPARE 75 76 SPARE -0- EXISTING LC -EMERGENCY STANDBY POWER PANEL #1 18720 35 36 9288 CONDENSER UNIT "CU -4` 28008 SPARE 77 78 SPARE -0- EMSTITNG LC -EMERGENCY STANDBY POWER PANEL #1 18720 37 38 4382 FEED THROUGH LUGS SECTION 2 23102 SPARE 79 80 SPARE 4 EXISTING LC -EMERGENCY STANDBY POWER SUB -PANEL #1-1 5824 31 FEED THROUGH LUGS SECTION 2 10206 SPARE 81 82 SPARE -0- EXISTING LC -EMERGENCY STANDBY POWER SUB -PANEL #1-1 5824 41 42 4382 FEED THROUGH LUGS SECTION 2 10206 SPARE 83 84 SPARE -0 NOTES: 1) PANEL SHALL HAVE 6" X 20" CABINET AND SHALL BE EQUAL TO SQUARE "D" CO. "I LINE" TYPE. 2) HACR TYPE BREAKER 3) SWD TYPE BREAKER. LOAD SUMMARY - PANELBOARD 'NEP" HVAC :1.00 x 100,866 - 100,866 VA MISC. EQUIPMENT :0.75x 3,000 - 2,250 VA RECEPTACLES :1.00 x 55W - 5,500 VA DIMMING RACK -W (100A X 0.80) - 28,800 VA FUTURE COOLER :1.00 x 4,896 - 4,8% VA PANEL "UPST - 6,100 VA EXI5TIN6 LC -EMERGENCY STANDBY POWER PANEL, (225A X 0.80) - 37,440 VA EXISTING LC -EMERGENCY STANDBY POWER SU8-PANEL (70A X 0.80) - 11,648 VA TOTAL CONNECTED - 200,974 VA TOTAL DEMAND - 197,500 VA DEMAND AMPS @ 208V, 3 PHASE - 549 A LOAD SUMMARY - PANELBOARD 'P3' FOR REVIEW ONLY VOLTAGE: FOR PERMITTING ONLY KITCHEN EQUIP. : 0.65 x 11,800 RECEPTACLES :1.00 x 6,000 - 7,670 VA - 6,000 VA MOUNM46: - 17,800 VA - 13,670 VA - 38 A � PANELBOARD "ups? ® 1 208/12OV, I PHASE, 3 WIRE ® SURFACE 1 LOCATION; ELECTRICAL ROOM #123 FED: PANELBOARD NEP COVER:KMAIN NEUTRAL: ® DOOR WITH LOCK BREAKER 60 AMP. ® BOTTOM ® 100% TOTAL LOAD 6600 VA BUS BRACING; 22,000 LOAD PHASE B 3000 LOAD PHASE A 3600 VA VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY; 22,000 RMS SYM AMPS DESCRIPTION LOAD NO,q 22 20^ 20^ 20^ 20^ 20^ 20^ 20^ - LOQ - 20^ 20^^20 20'1'120 g '-`20 '-`20 0 __ 0 ^20 .120 ^20 -`Lo - '120 ^20 '120 r-�O_ NO. LOAD DESCRIPTION A B RECEPTACLES - ADMINISTRATION B00 1 2 800 RECEPTACLES - ADMINISTRATION 1600 RECEPTACLES - ADMINISTRATION 800 3 4 800 RECEPTACLES - ADMINISTRATION 1600 SPARE 5 6 11000 RECEPTACLES - ADMINISTRATION 1000 SPARE 7 8 400 RECEPTACLES - ADMINISTRATION >< 400 SPARE 9 10 SPARE 4 SPARE 11 12 SPARE -0- SPARE 13 14 1000 TELEPHONE BACKBOARD'TBr 1000 SPARE 15 16 1000 EQUIPMENT RACK 'A' 1000 SPARE 17 18 SPARE 4 SPARE 1920^ 20 SPARE 4 SPARE 21 22 SPARE 0 SPARE 23 24 SPARE -0- SPARE 25 26 SPARE -0 SPARE 27 28 SPARE 4 SPARE 29 30 SPARE -0- NOTES: 1) PANEL SHALL HAVE 6' X 2(r CABINET AND SHALL BE EQUAL TO SQUARE "D' CO.'NQOD" TYPE. 2) HACR TYPE BREAKER 3) SWD TYPE BREAKER. LOAD SUMMARY - PANELBOARD 'P3' FOR REVIEW ONLY 13 FOR PERMITTING ONLY KITCHEN EQUIP. : 0.65 x 11,800 RECEPTACLES :1.00 x 6,000 - 7,670 VA - 6,000 VA TOTAL CONNECTED TOTAL DEMAND DEMAND AMPS @ 208V, 3 PHASE - 17,800 VA - 13,670 VA - 38 A LOAD SUMMARY - PANELBOARD'UP51" FOR REVIEW ONLY 13 FOR PERMITTING ONLY MISC. EQUIPMENT : 0.75 x 2,000 RECEPTACLES :1.00 x 4,600 - 15M VA _ 4,600 VA TOTAL CONNECTED TOTAL DEMAND DEMAND AMPS @ 208V, SINGLE PHASE : 6,600 VA - 6,100 VA - 29 A LO 'On �� C o �m "N t o00 00 N ca U_ -E 3: o Y O tD U w O O w Lo LoLo v U _j O O Q o >- r U_ O Q E O N � L;1 C) w Z 0 Y O x 3 0 (� Q a � 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHTO MICHAEL BRADY INC., 2010 Z 0 H H W m H F�- 3 w Z THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 13 FOR PERMITTING ONLY 13 SCHEMATIC DESIGN 13 DESIGN DEVELOPMENT � CONSTRUCTION DOCUMENTS Drawing Title: PANELBOARO SCHEDULES Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of E5.1 Ol RISER POLE BY LOCAL UTILITY CO. COORDINATE EXACT LOCATION WITH UTILITY CO. OCOORDINATE METERING REQUIREMENTS WITH LOCAL UTILITY S 3/4"C 1 -TSP BELDEN #9841,2 #12, #12 GROUND. 20 2 1/2"C; 3#4/0, #46 COMPANY. EXTEND CONDUIT UP POLE AS DIRECTED BY UTILITY CO. PROVIDE KINDORFF CHANNEL AND CLAMPS O TO STAND REQUIRED BY LOCAL DOFF POLE. PROVIDE OZ TYPE CRC CONDUIT TERMINATOR OR WEATHERHEAD AS 9O 5 SETS OF 4" CONDUITS WITH 4-500KCM IN EACH CONDUIT. 15 #4/0 COPPER REQ 21 OEQUIPMENT SUPPLIED BY OTHERS. INSTALLED BY ELECTRICAL 22 OOPENINGS AND OR FLAMMABLE BUILDING CONSTRUCTION.TRANSFORMER BY LOCAL UTILITY CO. TRANSFORMER CONTRACTOR OF 25' AWAY FROM BUILDING 10 CONTRACTOR 16 2- 4"C; 4-600KCM, IN EACH CONDUIT SWITCHBOARD TO BE SQUARE "D" STYLE 3 QED SWITCHBOARD OR 23 O4 TRANSFORMER PAD BY ELECTRICAL CONTRACTOR. DETAILS PER LOCAL UTILITY CO. it EQUAL WITH 120VAC SHUNT TRIP MOUNTED IN KNOX BOX OUTSIDE.PRIMARY 17 2 1/2"C; 4#4/0, #4G COORDINATE LOCATION WITH A.H.J. 24 OSERVICE POINT DUAS DIRECTED BY LOCAL UTILITY COMPANY IT ONLY. DETAILS PER LOCAL UTILITY COMPANY. EXTEND 2-4" CONDUITS TO 12 SHUNT TRIP FOR GENERATOR OUTPUT CIRCUIT BREAKER. MOUNT IN 18 1 1/4"C; 4#3, #SG 25 OKNOX BOX NEXT TO SHUNT TRIP FOR "MOP". COORDINATE WITH A.H.J. 6O METERING PER LOCAL UTILITY COMPANY REQUIREMENTS. 2 SETS OF 4" CONDUITS WITH 4 #600KCM, #3/0 GNO. IN 19 1 1/4"C; 3#3, #8G 13 0/ EACH CONDUIT. METER AND METER BASE PER LOCAL UTILITY COMPANY REQUIREMENTS. RISER DIAGRAM SCALE: N.T.S. 1 1/4"C; 3#4, #86 1"C; 3#8, #10GND. FOR FUTURE COOLER 1-1/4"C; 4#6, #8GNO. 2"C; 4#1; #6GND. 4"C; 4#600KCM; #36NO. :RIOR y O cD 0 d nn SCHEMATIC DESIGN 0 M M N CONSTRUCTION DOCUMENTS O O W 1- f� Li) Lid '>, Z N 00 Do -a LTJ M Ln Ln O U J O O Q O U_ O E O U W w ot y 0X 3 O � Q = a 3 N -I d Li 3 m U mOD L co g THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 D W m H 3 w Z ii 0 LL_ Z 0 p H 93 40 Ic Z qc Q m z O H z Q z O P z N M J LL CC O LL THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT N CONSTRUCTION DOCUMENTS Drawing Title: RISER DIAGRAM Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: Sheet: Sheet No. of E6.1 Vv ;v TATE OF NEUTRAL BUS #3/0 CONNECT TO BUILDING STEEL, IF PRESENT WITH EXOTHERMIC WELDING PROCESS #3/0 BOND TO ENCLOSURE EQUIPMENT GROUNDING BUS SERVICE ENTRANCE - MDP —� CONNECT TO REINFORCING ROD MEMBER WITHIN FOOTING STEEL CONSTRUCTION, PROVIDED THE ROD I5 AT LEAST 1/2" IN DIAMETER, I5 AT LEAST 20' IN LENGTH, IS AT OR NEAR THE BOTTOM OF THE #3/0 FOOTING AND IS NOT COATED WITH AN INSULATING COATING. #3/0 CONNECT TO WATER SOURCE PROVIDE STRAP ACROSS 5/8" X 10' METER UNLESS PVC IS GND. ROD --- 6' MIN.-� USED ON UTILITY SIDE. #6� LIGHTS TO TELEPHONE BACKBOARD GROUNDING NOTES: I GROUNDING AND BONDING SHALL BE IN ACCORDANCE WITH ARTICLE 250 OF THE LATEST -3::�IPARKING EDITION OF THE NEC. 2. ENCLOSE GROUNDING WIRE IN CONDUIT WHERE EXPOSED TO PHYSICAL DAMAGE. 3. SPLICES IN THE GROUNDING ELECTRODE ARE PERMITTED ONLY BY MEANS OF IRREVERSIBLE COMPRESSION - TYPE CONNECTORS LISTED FOR THE PURPOSE, OR THE EXOTHERMIC WELDING M PROCESS. CONNECTION TO GROUND RODS, BLDG STEEL OR FOOTING STEEL (REBAR) SHALL BE BY _U EXOTHERMIC WELDING PROCESS. 4. GROUND BUS RESISTANCE TO EARTH TO BE 10 OHM OR LESS. ADD GROUND RODS AS REQUIRED. 5. BOND TO SPRINKLER SYSTEM PIPING, IF PRESENT. SERVICE GROUNDING PLAN SCALE: N.T.S. CEILING MOUNTED SMOKE/HEAT DETECTOR. 3' (MIN.) l A/C SUPPLY 24" MIN. HANDICAP DIFFUSER BEDROOM STROBE AUDIO/VISUAL & VISUAL -ONLY j 0 DEVICES. SYNCHRONIZE MORE THAN TWO APPLIANCES IN ANY FIELD OF VIEW, SPACED A MINIMUM OF 55' FROM EACH OTHER IN ROOMS 80' X 80' OR GREATER. MANUAL PULL MAGNETIC NFPA 72 1999 EDITION STATION DOOR (SECTION A-4-4.4.1.1(1)) ,mr HOLDER 80" MIN 96" MAX NFPA 72 1999 EDITION (SECTION 4-4.4) FIRE --I • � PHONE U EO JACK 48" MAX (ADA) 42" MIN/54" MAX (NFPA) NFPA 72 1999 EDITION (SECTION 2-8.1) FIRE ALARM DEVICE DETAIL SCALE: N.T.S. 7 DAY DIGITAL TIME CLOCK WITH CARRY-OVER AS MADE BY "INTERMATIC" SQUARE "D" ELECTRICALLY HELD LIGHTING CONTACTOR. NUMBER OF POLES AS REQ.(TYP) BREAKERS @ PANEL 1 211 L SPARE ('SPARE -.�SPA_RE PARE f--�.SPARE f S1 PARE PARE n SPARE 2P�6,18 2P 20,22 2P 24,26 2P 28,30 120V CIRCUIT P2-14 H 0 A —I TS1 5' CEILING DOOR WIDTH LESS 3" R ACCEPTED HERE 4" v NEVER x HERE N WALL MOUNTED SMOKE/HEAT DETECTOR WEATHER PROOF PHOTO CONTROL MOUNTED AT BUILDING FRONT FACING NORTH FINISHED WALL NEMA 1 ENCLOSURE WITH HINGED LOCKABLE P DOOR — RECESSED MOUNT SIZE AS REQUIRED R1 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE 0 H_I A 0 0 0 0 A E T52 P2 IN LIGHTING CONTROL PANEL "LCP" —/ SUPPLIED BY ELECTRICAL CONTRACTOR. LIGHTING SEQUENCE - EVERYTHING ON WITH PHOTO CELL, & OFF WITH TIMER. MINIMUM CONTACTOR RATING 30A PER CONTACT LIGHTING CONTROL PANEL 11011 SCALE: N.T.S. NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. - V PARKING Cco�o LOT E3 LIGHTS -3:�IPARKING LOT 0 LIGHTS -3::�IPARKING U LOT Aj LIGHTS PARKING M LOT _U LIGHTS LIGHTING CONTROL PANEL "LCP" —/ SUPPLIED BY ELECTRICAL CONTRACTOR. LIGHTING SEQUENCE - EVERYTHING ON WITH PHOTO CELL, & OFF WITH TIMER. MINIMUM CONTACTOR RATING 30A PER CONTACT LIGHTING CONTROL PANEL 11011 SCALE: N.T.S. NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. - V La to 0 Cco�o FOR PERMITTING ONLY E3 co 13 cm 0 CONSTRUCTION DOCUMENTS U ,0+ CO cmP Aj L _U }o•� 3: d r7 M w Z CV 00 0o0 In Ln Ln 0 U JLL- O O Q - It o � U ZOO � N E O = U W Z 0 `s Ox 3 tZ) 12- 3 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT To ANY ERRORS, OMIssIoNs, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 O U. Z O M 0 e Z e THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY E3 SCHEMATIC DESIGN 13 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: ELECTRICAL DETAILS Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. 5M080008 Revisions: E, Sheet: Sheet No. °f E6.2 rA E OF ,'�. FC-38 ABOVE DOOR. I I XI CE -1 100 CFM I 7777 !Iit `�! - C 21 a 9. TRP AR'°o/ mwJ FEa a FC IDSS-3 MC 2 ABOVE CE FC -10 JL - -- "- 1 UP TO ROOF CAP REMOVE THE EXISTING DUCT)A�ORK, AIR HANDLER AND CONDENSING UNIT SERVING THIS AREA. MECHAN SCALE: 1/8" = 1'-0" 100 CFM, �</`/D-1 100 CFM ICAL FLOOR PLAN—HVAC IN `, ,��%' ��,ti r� 0 NOTES: D FURNISH AND INSTALL DUCT TRANSITION AS REQUIRED TO CONNECT TO THE DISCHARGE AND INTAKE OF THE STACKED FAN COIL UNITS. FOR REVIEW ONLY ' X11 I� _ A gFXTS.1._w.ti _ I .I FC- 70 8"x � - ulC x—_ - :w.. r CE -1 F 1 100 CFM V �S 17 CD -1 I 40 CFM 9TR 1 1-1 FC-38 ABOVE DOOR. I I XI CE -1 100 CFM I 7777 !Iit `�! - C 21 a 9. TRP AR'°o/ mwJ FEa a FC IDSS-3 MC 2 ABOVE CE FC -10 JL - -- "- 1 UP TO ROOF CAP REMOVE THE EXISTING DUCT)A�ORK, AIR HANDLER AND CONDENSING UNIT SERVING THIS AREA. MECHAN SCALE: 1/8" = 1'-0" 100 CFM, �</`/D-1 100 CFM ICAL FLOOR PLAN—HVAC IN `, ,��%' ��,ti r� 0 NOTES: D FURNISH AND INSTALL DUCT TRANSITION AS REQUIRED TO CONNECT TO THE DISCHARGE AND INTAKE OF THE STACKED FAN COIL UNITS. JANITOR/UTILITY HOODED WALL CAP - &REEN ECK MODEL FOR REVIEW ONLY C _ SCHEMATIC DESIGN 3m r 70 ca CO r LN 00 JANITOR/UTILITY HOODED WALL CAP - &REEN ECK MODEL THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT o MICHAEL BRADY INC., 2010 z 0 u - z z 11c aL-Li u U. O J m Z O� H � t1i � (� N H M J LL z o a� 00 OZ ac � z 0 INC z c LAJ THIS DRAWING HAS BEEN ISSUED: D FOR REVIEW ONLY C _ SCHEMATIC DESIGN 3m DESIGN DEVELOPMENT 70 ca CO LN 00 �S N ca co L U .E a E U W v � r, w � Oua z 0 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT o MICHAEL BRADY INC., 2010 z 0 u - z z 11c aL-Li u U. O J m Z O� H � t1i � (� N H M J LL z o a� 00 OZ ac � z 0 INC z c LAJ THIS DRAWING HAS BEEN ISSUED: D FOR REVIEW ONLY FOR PERMITTING ONLY SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL FLOOR PLAN -HVAC Date: 08/06/10 Designed By: JIM Drawn By: JIM Reviewed By: JGC Comm. No. SM080008 Revisions: REV. #2 - 2/25/2011 Sheet: Sheet No. of MIA No. 57761 STATE OF Q �L V. ,. ,t�- L ` C" NO FLOOR PLAN -MECHANICAL PIPING SCALE: 1/8" = 1'-0"=4 1 H �m 10 cy L O 08 O THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES,AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT o MICHAEL BRADY INC., 2010 Q co toz O H z Q AO Z O p Q z RA k" IR N M THIS DRAWING HAS BEEN ISSUED: FOR REVIEW ONLY W FOR PERMITTING ONLY SCHEMATIC DESIGN Q DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL FLOOR PLAN -PIPING Date: 08/06/10 Designed By: JLM Drawn By: JLM o � JGC z 00 o 8 w o •� gM � 0 az; H �m 10 cy L O 08 O THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES,AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT o MICHAEL BRADY INC., 2010 Q co toz O H z Q AO Z O p Q z RA k" IR N M THIS DRAWING HAS BEEN ISSUED: FOR REVIEW ONLY W FOR PERMITTING ONLY SCHEMATIC DESIGN Q DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL FLOOR PLAN -PIPING Date: 08/06/10 Designed By: JLM Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: REV. #2 - 2/25/2011 Sheet: Sheet No. of M2.1 NA No. 57761 STATE OF 444 DESIGNATION MODEL FC -1 FXZQ09M7VJU FC -2 FXZQ07M7VJU FC -3 FXZQ12M7VJU FC -4 FXZQ12M7VJU FC -5 FXZQ09M7VJU FC -6 FXZQ18M7VJU FC -7 FXMQ18PVJU FC -8 FXZQ07M7VJU FC -9 FXZQ07M7VJU FC -10 FXZQ07M7VJU FC -11 FXZQ09M7VJU FC -12 FXZQ07M7VJU FC -13 TOTAL CLS BTU/H 7,555 5,964 9,543 9,543 7,555 14,314 14,314 5,964 5,964 5,964 7,555 5,964 HEATING BTU/H 8,286 6,542 10,466 10,466 8,286 15,700 15,700 6,542 6,542 6,542 8,286 6,542 VARIABLE REFRIGERANT FLOW AIRFLOW CFM EAT CLG OF EAT HTG OF MIN/MAX FAN DRIVE 76/47% 72 247/320 DIRECT DRIVE 76/47% 72 247/320 DIRECT DRIVE 76/47% 72 265/335 DIRECT DRIVE 76/47% 72 265/335 DIRECT DRIVE 76/47% 72 247/320 DIRECT DRIVE 76 / 47°� 72 353/494 DIRECT DRIVE 76/47% 72 530/636 DIRECT DRIVE 76/47% 72 247/320 DIRECT DRIVE 76 / 47,% 72 247/320 DIRECT DRIVE 76/47% 72 247/320 DIRECT DRIVE 76 / 4796 72 247/320 DIRECT DRIVE 76/47% 72 247/320 DIRECT DRIVE FAN COIL V/PH/HZ 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 UNIT SCHEDULE MCA MOCP FLA 0.8 15 - 0.8 15 0.8 15 0.8 15 0.8 15 - 0.9 15 1.6 15 0.8 15 0.8 15 - 0.8 15 0.8 15 0.8 15 REFRIGERANT R-410 A R -410A R -410A R-410 OA A R -410A R -410A R -410A R -410A R -410A R -410A R -410A CONTROL T -STAT T -STAT T -STAT T -STAT T -STAT T -STAT T -STAT T -STAT T -STAT TAT T -STAT T -STAT SOUND DBA MIN/MAX 29/32 29/31 29/33 29/33 29/32 34/41 37/41 29/31 29/31 29/31 29/32 29/31 WGHT LBS 42 42 42 42 42 42 79 42 42 42 42 42 NOTES 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 1,3,4,5,6,7,8,10 FC -14 mCD COOLING HEATING RANGE- OPERATING OUTDOOR NOT USED g COOLING .0 COOLING CAPACITY CAPACITY COOLING RANGE - HEATING COMPRESSOR FC -15 FXAQ12MVJU 9,111 10,344 76/47% 72 180/300 DIRECT DRIVE NOT USED 208/1/60 0.4 15 FAN TYPE FAN DRIVE V/PH/HZ MCA MOCP FC -16 FXMQ30PVJU 22,777 25,861 76/47% 72 706/883 DIRECT DRIVE 208/1/60 2.3 80 R -410A T -STAT 29/37 24 1,3,4,5,6,7,8,9,10,11 FC -17 FXMQ30PVJU 21,700 26,190 76/47% 72 706/883 DIRECT DRIVE 208/1/60 2.3 15 -410A T -STAT 39/43 79 1,2,3,4,5,6,7,8,10 FC -18 FXAQI2MVJU 8,680 10,476 76 / 47% 72 180/300 DIRECT DRIVE 208/1/60 0.4 15R R -410A T -STAT 39/43 79 1,2,3,4,5,6,7,8,10 FC -19 FXAQ09MVJU 6,872 8,294 76/47% 72 175/280 DIRECT DRIVE 208/1/60 0.3 15 R -410A T -STAT 29/37 24 1,3,4,5,6,7,8,9,10,11 FC -20 FXAQI2MVJU 8,680 10,476 76/47% 72 180/300 DIRECT DRIVE 208/1/60 0.4 15 R -410A T -STAT 29/36 25 1,3,4,5,6,7,8,9,10,11 FC -21 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 15 15 R -410A T -STAT 29/37 24 1,3,4,5,6,7,8,9,10,11 FC -22 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 - R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -23 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0,8 15 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -24 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 1g R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -25 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -26 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -27 FXZQ12M7VJU 8,680R 10,476 76/47% 7c" 265/335 DIRECT DRIVE 208/1/60 0.8 15 -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -28 FXZQ12M7VJU 8,680 10,476 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 1,2,6,8,15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -29 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 15 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -30 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -31 FXZQ12M7VJU 9,111 10,344 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 6. EQUIPMENT SHALL BE UL LISTED R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -32 FXZQ12M7VJU 8,680 10,476 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 15 - R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -33 FXZQ12M7VJU 8,680 10,476 76/47% 72 265/335 DIRECT DRIVE 208/1/60 0,8 15 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -34 FXZQ12M7VJU 8,680 10,476 76 / 47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -35 FXZQ12M7VJU 8,680 10,476 76/ 47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -36 FXZQ12M7VJU 8,680 10,476 76/47% 72 265/335 DIRECT DRIVE 208/1!60 0.8 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -37 FXZQ12M7VJU 8,680 10,476 76 / 47% 72 265/335 DIRECT DRIVE 208/1/60 0.8 - 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -38 FXAQ09MVJU 6,592 8,286 76/47% 72 175-280 DIRECT DRIVE 208/1/60 0.3 15 R -410A T -STAT 29/33 42 1,3,4,5,6,7,8,10 FC -39 FXMQ96MFVJU 96,000 59,000 76/47% 72 1236 DIRECT DRIVE 208/1/60 4.1 - R -410A T -STAT 29/36 25 1,3,4,5,6,7,8,10 FC -40 FXMQ72MFVJU 72,000 47,000 76/47% 72 989 DIRECT DRIVE 208/1/60 S.E.E.R. 15 - R -410A - 47 271 1,4,5,6,7,8,10 FC -41 FXMQ48MFVJU 48,000 30,000 76/47% 72 636 DIRECT DRIVE 208/1/60 3.6 15 - R -410A - 42 271 1,4,5,6,7,8,10 FC -42 FXMQ96MFVJU 96,000 59,000 76/47% 1 72 1236 DIRECT DRIVE 1 208/1/60 1 2.1 4.1 15 - R -410A 16.6 47 190 1,4,5,6,7,8,10 1, ELECTRICAL TO PROVIDE 208/1/60 NON -FUSED TOGGLE DISCONNECT AT EACH FAN COIL UNIT DSS -3 420 208/1/60 208/1/60 - 14.5 - 15 15 - R -410A - 47 271 1,4,5,6,7,8,10 2, ALL FAN COIL UNITS WITH FXSQ (HORIZONTAL CEILING CONCEALED -DUCTED) UNIT SHALL INCLUDE: DECORATOR RETURN PANEL W/HINGED ACCESS, SUCTION FLANGE AND 9,000 22 31 99 3. ALL FAN COIL UNITS TO BE PROVIDE WITH 7 -DAY PROGRAMMABLE CONTROL REQUIRING ONLY TWISTED, FTXG09HVJU RXG09HVJU - SUCTION PANEL. 4. ALL FAN COIL UNITS PROVIDED WITH ON BOARD UNSHIELDED CABLE WIRE BACK TO FAN COIL UNIT. DIAGNOSTICS, ELECTRONIC EXPANSION VALVE, AND ECM • LOW AMBIENT CONTROLS TO 0° F. 5. MULTIPLE FAN COIL UNITS CAN BE WIRED BACK TO A SINGLE ELECTRICAL CIRCUIT. FAN MOTORS, NECESSARY SENSORS FOR COMPLETE CONTROL. • SINGLE POINT POWER CONNECTION 6. FURNISH I-TOUCHCENTRAL CONTROL PLANEL WITH TOUCH SCREEN, COMPLETE DIAGNOSTICS, COMPLETE CONTROL, • FIVE (5) YEAR COMPRESSOR WARRANTY ENERGY SAVINGS CAPABILITY FOR ALL FCUS WIRED VIA TWISTED, UNSHIELDED DAISY CHAINED CABLE. 7. FURNISH WEB BASED CENTRAL CONTROL SOFTWARE PROVIDING COMPLETE ACCESS VIA INTERNET CONNECTION. 8. INCLUDE CLEANABLE FILTERS. • R -410A REFRIGERANT • REFRIGERANT LINE SETS 9. INCLUDE CONDENSATE PUMPS FOR ALL WALL HUNG (MODEL FXAQ) FAN COIL UNITS. • UL LISTED 10. PROVIDE STARTUP FOR ENTIRE VRV SYSTEM INCLUDING CONTROLS. • CONDENSATE DRAIN WITH P -TRAP 11. PROVIDE CONDENSATE PUMP • CONDENSATE PUMP - FIELD ROUTE CONDENSATE PIPING WITH REFRIGERANT PIPING • FURNISH WITH DISCONNECT ENERGY RECOVERY SCHEDULE DESIGNATION MANUFACTURER MOTOR HP TEMP. EFF. DRIVE WATTS V/PH/HZ OUTDOOR CFM EXHAUST CFM EXT. 5P. (IN WC) TOTAL EFF% WINTER TOTAL EFF% SUMMER WEIGHT ERV -1 I RENEWAIRE 1 0.6 73 DIRECT DRIVE 1 550 208/1/60 450 450 0.65 1 65 50 160 I PROVIDE INSULATED CURB FOR ROOF MOUNTING WITH V, DEFLECTION SPRING RAILS. 2. PROVIDE INTAKE HOOD WITH 2" MESH FILTERS & EXHAUST HOOD WITH BIRDSCREEN. 3. PROVIDE TEMPERATURE SENSOR WITH AUTO OVERRIDE WINTER CONTROL 4. PROVIDE HINGED ACCESS DOORS 5. PROVIDE 120V NEMA 3R CONVIENCE OUTLET. WIRE TO LINE SIDE OF DISCONNECT, PROVIDE TRANSFORMER AS REQUIRED. 6. PROVIDE ROTATION SENSOR 7. PROVIDE DOUBLE WALL CONSTRUCTION 8. PROVIDE REMOTE PANEL TO CONTROL THE ERV & INTERFACE WITH THE BUILDING AUTOMATION SYSTEM 9. PROVIDE UL APPROVED UNITS. 10. PROVIDE AUTO DEFROST CONTROL. 11. PROVIDE TILT WHEEL ECONOMIZER. BRANCH SELECTOR SCHEDULE VARIABLE REFRIGERANT FLOW CONDENSING UNIT OPERATING OUTDOOR U mCD COOLING HEATING RANGE- OPERATING OUTDOOR UNIT g COOLING .0 COOLING CAPACITY CAPACITY COOLING RANGE - HEATING COMPRESSOR INDOOR UNIT OUTDOOR UNIT SUCTION DISCHARGE NUMBER OF DESIGNATION MANUFACTURER MODEL CAPACITY V/PH/HZ POWER INPUT POWER INPUT LIQUID PIPING MFA (WATTS) (WATTS) GAS PIPING DESIGNATION MODEL NO BTU/H BTU/H °F_OB OF -OB/ °F_WB TYPE FAN TYPE FAN DRIVE V/PH/HZ MCA MOCP REFRIGERANT (IN) (IN) CU -1 REYQ144PTJU 119,990 125,597 REMQ72PATJ 23-110 0-77/-4-60 DAIKIN HIGH PROPELLER FAN DIRECT DRIVE 208/3/60 72.2 80 TYPE CONTROL WEIGHT (LBS) NOTES REMQ72PATJ PRESSURE 5/8 1/2 3 42 26 BS -3 DAIKIN BSVQ36PVJU 36,000 R -410A ELECTRONIC 899 1,2 3/8 DOME SCROLL 3/8 5/8 1/2 3 42 26 BS -4 DAIKIN BSVQ36PVJU 36,000 EXPANSION 15 5 CU -2 RXYQ144PATJ 125,322 129,303 RXYQ72PATJ 23-110 0-77/-4-60 DAIKIN HIGH PROPELLER FAN DIRECT DRIVE 208/3/60 36.1 + 36.1 40 + 40 R -410A VALVE ELECTRONIC 208/1/60 RXYQ72PATJ PRESSURE 3/8 5/8 3/8 5/8 1/2 3 42 1,120 1,2 208/1/60 DOME SCROLL 5 3/8 5/8 3/8 5/8 1/2 EXPANSION 26 CU -3 RXYQ168PATJ 139,882 146,664 RXYQ96PATJ 23-110 0-77/-4-60 DAIKIN HIGH PROPELLER FAN DIRECT DRIVE 208/3/60 36.1 + 36.1 40 + 50 R -410A VALVE ELECTRONIC 3 42 RXYQ72PATJ PRESSURE 208/1/60 15 5 5 3/8 5/8 3/8 1,120 1,2 3 42 DOME SCROLL BS -9 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 EXPANSION 5/8 CU -4 RXYQ168PATJ 139,882 146,664 RXYQ96PATJ 23-110 0-77/-4-60 DAIKIN HIGH PROPELLER FAN DIRECT DRIVE 208/3/60 36.1+36.1 40+50 R -410A VALVE ELECTRONIC 3/8 RXYQ72PATJ PRESSURE 3 42 26 BS -11 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 1,120 1,2 3/8 DOME SCROLL 1/2 3 42 26 2 - EXPANSION 3/8 CU -5 RXYQ144PATJ 119,990 125,597 RXYQ72PATJ 23-110 0-77/-4-60 DAIKIN HIGH PROPELLER FAN DIRECT DRIVE 208/3/60 36.1+36.1 40+40 R -410A VALVE ELECTRONIC FAN SCHEDULE RXYQ72PATJ PRESSURE DESIGNATION CFM SP. -IN W.G. RPM WATTS (INPUT) V/PH/HZ (FAN) 1,120 EXPANSION 1,2 INTERLOCK WITH DOME SCROLL F-1 75 0.25 950 80 1. PROVIDE LOW AMBIENT HEAD PRESSURE CONTROL TO 0° F. MODEL NO. NOTES: F-2 300 0.5 1350 144 115/1/60 VALVE 1.1 2. PROVIDE STEEL PROTECTIVE GUARD OVER ALL EXPOSED COIL SURFACES. GREENHECK SP -8110 F-3 375 0.5 1350 144 115/1/60 3. CU -1 TO BE SINGLE POINT POWER CONNECTION. N/A GREENHECK CSP -A390 1,2,6,8,15 1. ALTERNATE MFGS: COOK; GROAN; NUTONE 4. CU -2, CU -3, CU -4 AND CU -5 TO BE TWO POINT POWER CONNECTION. 1 N/A GREENHECK CSP -A390 1,2,6,8,15 2. PROVIDE INSULATED PREFABRICATED CURB AIR DISTRIBUTION SCHEDULE FRAME STYLE DESIGNATION SERVICE SURFACE MOUNT LAY-iN AIR CONTROL METAL & FINISH DEFLECTION THROW (FT.) NECK VELOCITY MODULE SIZE DAMPER RETURN MEDIA SIZE RADIATION MANUFACTURER MODEL CD -1 CEILING SUPPLY YES NO ALUMINUM, MATCH 4 -WAY THROW N/A N/A 2024 4. PROVIDE MOTION DETECTOR THICKNESS DAMPER (DIFFUSER) NUMBER(DIFFUSER) NOTES: DIFFUSER PAINT, SEE ARCHITECT O.B.D. N/A N/A NO TITUS TMSA-AA 1 CD -2 CEILING SUPPLY NO YES ALUMINUM, MATCH 4 -WAY THROW N/A N/A 24X24 O.B.D. N/A N/A 6. EQUIPMENT SHALL BE UL LISTED DIFFUSER PAINT, SEE ARCHITECT NO TITUS TMSA-AA 1 CE -1 CEILING EXHAUST YES NO REGISTER ALUMINUM, MATCH DOUBLE N/A N/A 2024 0880 N/A N/A NO TITUS 8. PROVIDE FUSED DISCONNECT PAINT, SEE ARCHITECT DEFLECTION 50F 1 CR -1 CEILING RETURN YES NO REGISTER ALUMINUM, MATCH EGGCRATE N/A N/A 24X24 0880 N/A N/A NO PAINT, SEE ARCHITECT TITUS 50F 1 SWR -1 SIDEWALL RETURN YES NO ALUMINUM, MATCH 00 DOUBLE N/A N/A N/A OBBD N/A GRILLE PAINT, SEE ARCHITECT DEFLECTION 12. PROVIDE CAP DAMPER ALOES# 99-054 N/A NO TITUS 30OFS 1 SWS-1 SIDEWALL SUPPLY YES NO ALUMINUM, MATCH DOUBLE N/A N/A N/A OBBD N/A GRILLE PAINT, SEE ARCHITECT DEFLECTION 14. PROVIDE CURRENT SENSOR SWITCH ALDE5# 28-885 T___iW7A NO TITUS 300F5 1 1, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES AND LOCATIONS MATCH LAY -OUT AND COORDINATE BORDER TYPE AS REQUIRED. 15, PROVIDE MODEL RJ ROOF CAP 2. PROVIDE BUTTERFLY DAMPER MODEL NO. 12 2 ENERGY RECOVERY SCHEDULE DESIGNATION MANUFACTURER MOTOR HP TEMP. EFF. DRIVE WATTS V/PH/HZ OUTDOOR CFM EXHAUST CFM EXT. 5P. (IN WC) TOTAL EFF% WINTER TOTAL EFF% SUMMER WEIGHT ERV -1 I RENEWAIRE 1 0.6 73 DIRECT DRIVE 1 550 208/1/60 450 450 0.65 1 65 50 160 I PROVIDE INSULATED CURB FOR ROOF MOUNTING WITH V, DEFLECTION SPRING RAILS. 2. PROVIDE INTAKE HOOD WITH 2" MESH FILTERS & EXHAUST HOOD WITH BIRDSCREEN. 3. PROVIDE TEMPERATURE SENSOR WITH AUTO OVERRIDE WINTER CONTROL 4. PROVIDE HINGED ACCESS DOORS 5. PROVIDE 120V NEMA 3R CONVIENCE OUTLET. WIRE TO LINE SIDE OF DISCONNECT, PROVIDE TRANSFORMER AS REQUIRED. 6. PROVIDE ROTATION SENSOR 7. PROVIDE DOUBLE WALL CONSTRUCTION 8. PROVIDE REMOTE PANEL TO CONTROL THE ERV & INTERFACE WITH THE BUILDING AUTOMATION SYSTEM 9. PROVIDE UL APPROVED UNITS. 10. PROVIDE AUTO DEFROST CONTROL. 11. PROVIDE TILT WHEEL ECONOMIZER. BRANCH SELECTOR SCHEDULE A MODEL NUMBER RETURN FIRE/SMOKE SUPPLY FIRE/SMOKE NOTE5 EV450IN NO NO 1 3.8,9 La co OUTDOOR U mCD CD OUTDOOR UNIT g COOLING .0 COOLING HEATING INDOOR UNIT INDOOR UNIT OUTDOOR UNIT SUCTION DISCHARGE NUMBER OF DESIGNATION MANUFACTURER MODEL CAPACITY V/PH/HZ POWER INPUT POWER INPUT LIQUID PIPING MFA (WATTS) (WATTS) GAS PIPING UNIT LIQUID GAS PIPING GAS PIPING CONNECTABLE BS -1 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 (IN) (IN) PIPING (IN) (IN) (IN) INDOOR SOUND LEVEL WEIGHT BS -2 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 g 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -3 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -4 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -5 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -6 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -7 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 B5-8 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -9 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -10 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 BS -11 DAIKIN BSVQ36PVJU 36,000 208/1/60 15 5 5 3/8 5/8 3/8 5/8 1/2 3 42 26 2 - 3/8 5/8 3/8 5/8 1/2 3 42 26 FAN SCHEDULE DESIGNATION CFM SP. -IN W.G. RPM WATTS (INPUT) V/PH/HZ (FAN) SONES INTERLOCK WITH MANUFACTURER F-1 75 0.25 950 80 MODEL NO. NOTES: F-2 300 0.5 1350 144 115/1/60 1.1 LIGHTSWITCH GREENHECK SP -8110 F-3 375 0.5 1350 144 115/1/60 4.6 4.6 N/A GREENHECK CSP -A390 1,2,6,8,15 1. ALTERNATE MFGS: COOK; GROAN; NUTONE 1 1 N/A GREENHECK CSP -A390 1,2,6,8,15 2. PROVIDE INSULATED PREFABRICATED CURB 3. FAN SHALL COME ON WITH LIGHT SWITCH 4. PROVIDE MOTION DETECTOR 5. PROVIDE FIRE DAMPER/ RADIATION DAMPER -SEE DRAWINGS 6. EQUIPMENT SHALL BE UL LISTED 7. EQUIPMENT SHALL BE EXPLOSION PROOF 8. PROVIDE FUSED DISCONNECT 9. PROVIDE DISCHARGE AIR HOOD 10, PROVIDE DRYER VENT BOX ALDES# 99-060 11. PROVIDE LINT TRAP ALOES# 99-059 12. PROVIDE CAP DAMPER ALOES# 99-054 13. PROVIDE DRYER VENT ALOES# 22-032 14. PROVIDE CURRENT SENSOR SWITCH ALDE5# 28-885 15, PROVIDE MODEL RJ ROOF CAP 2 DUCTLESS SPLIT SYSTEM SCHEDULE DESIGNATION CFM INDOOR OUTDOOR INDOOR OUTDOOR INDOOR OUTDOOR TOTAL S.E.E.R. INDOOR OUTDOOR MANUFACTURER INDOOR VOLTS VOLTS MCA MCA MOCP MOCP COOLING BTUH WEIGHTS WEIGHTS OUTDOOR NOTES: DSS -1 246 208/1/60 208/1/60 - 6.1 - 15 8,500 16 MODEL NO. MODEL NO. DSS -2 536 208/1/60 208/1/60 - 15.8 - 20 16.6 74 DAIKIN AC FTX509HVJU RXS090AVJU DSS -3 420 208/1/60 208/1/60 - 14.5 - 15 22,000 15 27 121 DAIKIN AC FTX524HVITU RXS24DVJU 9,000 22 31 99 DAIKIN AC FTXG09HVJU RXG09HVJU - ACCESSORIES AND FEATURES: (BY EQUIPMENT INSTALLER) • LOW AMBIENT CONTROLS TO 0° F. • SINGLE POINT POWER CONNECTION • FIVE (5) YEAR COMPRESSOR WARRANTY • R -410A REFRIGERANT • REFRIGERANT LINE SETS • UL LISTED • CONDENSATE DRAIN WITH P -TRAP • CONDENSATE PUMP - FIELD ROUTE CONDENSATE PIPING WITH REFRIGERANT PIPING • FURNISH WITH DISCONNECT AND SPILL ON GRADE A MODEL NUMBER RETURN FIRE/SMOKE SUPPLY FIRE/SMOKE NOTE5 EV450IN NO NO 1 3.8,9 Z O H H U') W m H F'- 3 w Z J m Z Hcm M J A Z a Q O Z [Y V) Z �r Q Z a O U - Z O 0 0 Z < THIS DRAWING HAS BEEN ISSUED: D FOR REVIEW ONLY 13 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN Q DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL SCHEDULES Date: 08/06/10 Designed By: JLM Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: REV. #2 - 2/25/2011 Sheet: Sheet No. of M3.1 i i i No. 57761 STATE OF i� ��••� O Fc IOP.•' .` '��'/0,, 0VALIE�G�``�` Ift La co CO U mCD CD 0 g .0 .E oe � o 0 0 I U W M z z 0xx S 5 a u THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHTOMICHAEL BRADY INC., 2010 Z O H H U') W m H F'- 3 w Z J m Z Hcm M J A Z a Q O Z [Y V) Z �r Q Z a O U - Z O 0 0 Z < THIS DRAWING HAS BEEN ISSUED: D FOR REVIEW ONLY 13 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN Q DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL SCHEDULES Date: 08/06/10 Designed By: JLM Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: REV. #2 - 2/25/2011 Sheet: Sheet No. of M3.1 i i i No. 57761 STATE OF i� ��••� O Fc IOP.•' .` '��'/0,, 0VALIE�G�``�` Ift cul 3/8"x7/8"x3/4" 3/8"x7/8"x3/4" HANGER HORIZONTAL SUPPORT ANGLE 3/4"xl 1/8" HFP22P1000 9RFP26P90U 1-1/2"4/2"4/8" 5/8"x11/8" 9 3/8-4/8" 1/4"4/2" FC -33 5/8"x11/8"x7/8" KHRP26A22T 3/8"x5/8"4/2" BS -1 1/4"4/2" * FC -38 60" KHRP25M72TU 2"x2"x1/8" 1/2"xl 1/8" 1/4"4/2" FC -29 1/2"x11/8"x3/4" 1/4"4/2" 3/8"x5/8"xl/2" 85-2 1/4"4/2" * FC -12 KHRP25M72TU 1/4"4/2" FC -22 3/8"x5/8" 1/4"4/2" KHRP26A33T 1/2"x11/8"x3/4" 3/8"x7/8" 3/8"x5/8"x1/2" 85-3 1/4164/2" * FC -11 KHRP25M72TU 1/4"4/2" FC -23 KHRP26A33T 3/8"x7/8"x3/4" 3/8"0/4" 3/8"4/8"4/2'-B5-4 FC -24 1/4"x1/2"* FC -1 KHRP25A33T 3/8"x5/8"g 1/4114/2" FC -25 KHRP26A22T FC -36 3/8"x7/8"x3/4" KHRP26A22T 3/8"x5/8"x1/2" BS -5 1/4"4/2"* FC -2 3/8"4/8" KHRP25A33T FC -16 1/4"x1/2" FC -37 3/8"x7/8"4/4" 3/8"x5/8"x1/2" BS -6 1/4"4/2" FC -10 KHRP25A33T 3/8"x7/8"x3/4" 3/8"4/8"xl/2" BS -7 3/8"x5/ 1/4"4/2" FC -3 RP26A22T KHRP26A22T 1/4"4/2" * FC -4 3/8"x3/4"x5/8" 3/8"x5/8"xi/2" 3/8"x5/8"x1/2" gS_g 1/4"x1/2"* FC -5 KHRP25A22T KHRP25A33T 3/8"x5/8"xl/2" 3/8"4/8"4/2H BS -9 1/4"4/2" * FC -6 KHRP25A33T 3/8"4"8"xi 2" BS -30 FC -7 3/8"4/8"xi/2" 3/8"x5/8"4/2" BS -11 1/4"4/2" * FC -8 KHRP25A22T s/R"YB�B"Yvz" BS -12 1/4"4/2" * FC -9 CU -1 PIPING DIAGRAMS SCALE: NOT TO SCALE CU2 3/8"x3/4" 3/8"x3/4" HANGER HORIZONTAL SUPPORT ANGLE 3/4"xl 1/8" HFP22P1000 FC -20 1-1/2"4/2"4/8" 5/8"x11/8" 9 3/8-4/8" 1/4"4/2" FC -33 KHRP26M72TU KHRP26A22T 48" 1/2"xl 1/8" 3/8"x5/8" 1/4"4/2" FC -30 60" KHRP26A22T 2"x2"x1/8" 1/2"xl 1/8" 1/4"4/2" FC -29 1/2"x1 1/8" 1/4"4/2" FC -21 1/4"4/2" KHRP26M72TU 3/8"x7/8" 1/4"4/2" FC -22 3/8"x5/8" 1/4"4/2" KHRP26A33T KHRP26A33T 3/8"x7/8" 1/4"4/2" FC -15 1/4"4/2" KHRP26A33T 3/8"x7/8" 1/4"4/2" FC -23 KHRP26A33T 3/8"0/4" 1/4"4/2" FC -24 1/4"4/2" KHRP26A22T 3/8"x3/4" 3/8"x5/8"g 1/4114/2" FC -25 KHRP26A22T FC -36 KHRP26A22T KHRP26A22T 1/4"x1/2" FC -26 FC -17 3/8"4/8" KHRP26A22T FC -16 CU -2 PIPING DIAGRAMS SCALE: NOT TO SCALE EXHAUST DUCT EXTERIOR WALI EXHAUST LOUVER DETAIL SCALE: NOT TO SCALE EXTRUDED ALUM. BRICK VENT, GREENHECK MODEL BVE -8X8 W/BIRD SCREEN CU -3 3/8"x7/8" I3/8"4/4" FP222PP1000 HANGER HORIZONTAL SUPPORT ANGLE 3/4"xl 1/8" 1/4"4 2" KHRP26M72TU FC -20 1-1/2"4/2"4/8" 1/2114 1/8" 1/4"x1/2" FC -32 1-1/2"x1/2"x1/8" KHRP26M72TU 48" 1/2"xl 1/8" 1/4"4/2" FC -19 60" KHRP26M72TU 2"x2"x1/8" 1/2"xl 1/8" 1/4"4/2" FC -33 2"x2"x1/8" KHRP26M72TU 1/2"x1 1/8" 1/4"4/2" FC -34 KHRP26M72TU 3/8"x7/8" 3/8"x5/8" 1/4"4/2" FC -28 KHRP26A33T HRP26A22T 1/4"4/2" FC -27 1/4"4/2" FC -35 3/8"x7/8" KHRP26A33T 3/8"x3/4" 1/4"4/2" FC -18 KHRP26A22T 3/8"x3/4" 1/4114/2" FC -36 KHRP26A22T 3/8"4/8" 3/8"x5/8" FC -17 KHRP26A22T 1/4"x1/2" FC -37 CU -3 PIPING DIAGRAMS SCALE: NOT TO SCALE CU -4 3/8"x7/8" 3/8"x3/4" _FHFP22P1000 3/4"x11/8" 3/811x7/8" FC -39 14 KHRP26M72TU 3/8"x3/4" FC -40 CU -4 PIPING DIAGRAMS 10 SCALE: NOT TO SCALE TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEAST 5 (FIVE) FEET ABOVE UNIT. UNIT SHOULD BE PLACED SO ROOF RUN OFF WATER DOES NOT POUR DIRECTLY ON UNIT, AND SHOULD BE AT LEAST 18" FROM ADJACENT WALLS AND SHRUBBERY ON TWO SIDES AND 36" ON THE OTHER TWO SIDES. A 36" CLEARANCE MUST BE PROVIDED IN FRONT OF CONTROL BOX AND ANY OTHER SIDE REQUIRING SERVICE ACCESS. THE MAXIMUM LENGTH OF REFRIGERANT LINES SHALL NOT EXCEED 60 FEET. THE MAXIMUM ELEVATION CHANGE BETWEEN OUTDOOR AND INDOOR UNIT SHALL NOT EXCEED 60 FEET. REFRIGERANT LINE EVACUATION SHALL MEET MIN. OF 500 MICRONS AND HOLD FOR AT LEAST 1 MINUTE. FUSED DISCONNECT DIVERSITECH 3" - BY ELECTRICAL CONDENSER RISER FLEXIBLE BMP -V3 WITH MP -3 BUILDING WALL ELECTRICAL 3"X3"X3/8" RUBBER ANTIVIBRATION Pi CONDUIT COND. MIN 18" UNIT/ HEAT NEC CLASS II PUMP MIN 18" CONTROL WIRING REFRIGERANT PIPING, SEAL WALL PENETRATION WEATHER TIGHT PROVIDE SERVICE VALVES AND SIGHT GLASS 4" CONC. PAD BUILD BY CONTRA47OR .• . '• IMIMMIRIMENUM • '! • .•• rza�.• ` CONDENSING UNIT DETAIL 1 SCALE: NOT TO SCALE HANGER SIZES FOR ROUND DUCT MAX SIDE HANGER HORIZONTAL SUPPORT ANGLE MAXIMUM SPACING 30" 1"x 18 -GAGE STRAP 1-1/2"4/2"4/8" 10'-0" 36" 1/4" ROUND ROD 1-1/2"x1/2"x1/8" 8'-0" 48" 1/4" ROUND ROD 2"x2"4/8" 8'-0" 60" 5/16" ROUND ROD 2"x2"x1/8" 8'-0" 84" 5/16" ROUND ROD 2"x2"x1/8" 8'-0" UL CLASS I INSULATED FLEXIBLE DUCT (5- MAX. LENGTH) STAINLESS STEEL CLAMP STAINLESS STEEL CLAMP MANUAL BALANCING DAMPER, EXTEND HANDLE THROUGH INSULATION INSULATION t GALVANIZED STEEL ELBOW A DUCT SUPPLY DUCT AS LONG AS POSSIBLE BELLMOUTH FITTING CEILING LAY -IN TYPE CEILING DIFFUSER ` SUPPLY DIFFUSER DETAIL NOTE: ALL SUPPLY AIR DUCTS SHALL BE WAPPED EXTERNALLY AS PER SPECIFICATIONS. NO POP RIVETS ALLOWED 1/4"04-1/4" TOP HEX HEAD LAG CHORD OF BOLT I It' YSS HANGER STRAPS BOLT ANGLE BRACKET TO TRUSS — USING 1/4" - 3/8" X 11/4" HEX HEAD LAG BOLT TOP CHORD TRUSS ERICO MODEL 300 BEAM CLAMP ROUND DUCT HANGAR SCALE: NOT TO SCALE APPLY CHILDRESS CP -10 VINAL ACRYLIC MASTIC OR APPROVED EQUAL i DUCT HANGER THREADED ROD OR STRAP SELF TAPPING CADMIUM PLATED HEX HEAD SHEET METAL SCREW STRAPS TO BE TIGHT AGAINST DUCT. HARD CAST ALL JOINTS AND SEAMS ALUMINUM OR EPDXY-PAINTED GALVANIZED STEEL RAIN COVER, TOP AND SIDES WITH STANDING SEAMS EXPOSED DUCT DETAIL SCALE: NOT TO SCALE CU -5 3/8"x3/4" 3/8"x3/4" BHFP22P1000 5/8"x11/8" 3/8"4/8" FC -41 KHRP261IA72TU 3/8"x7/8° FC -42 CU -5 PIPING DIAGRAMS SCALE: NOT TO SCALE 1" FIBERGLASS SEMI-RIGID BOARD WITH ALL JOINTS TAPED AND FOIL VAPOR BARRIER GALVANIZED DUCT DUCT LINER FILTER/ DRYER SOLENOID PUMP - DOWN VALVE CHARGING VALVE SIGHT GLASS 1-1/8" SCALE: NOT TO SCALE PITCH DOWN LIQUID LINE 1-5/8" SERVICE VALVE PITCH DOWN 2-1/8" DISCHARGE LINE COMPRESSOR EVAPORATOR/CHILLER THERMAL EXPANSION VALVE (ONE CIRCUIT SHOWN - TWO REQUIRED) REFRIGERANT PIPING DIAGRAM SCALE: NOT TO SCALE HANGER SIZES FOR RECTANGULAR DUCT MAX SIZE HANGER HORIZONTAL SUPPORT ANGLE MAXIMUM SPACING 30" 1"X18" GAGE STRAP NONE REQUIRED 10'-0" 36" 1/4" ROUND ROD 1/2" x 1/2" x 1/8" 8'-0" 48" 1/4" ROUND ROD 2" x 2" x 1/2" 8'-0" 60" 5/16" ROUND ROD 2" x 2" x 1/2" 8'-0" 84" 3/8" ROUND ROD 2" x 2" x 1/2" 8'4" BOLT ANGLE BRACKET TO — TRUSS USING 1/4"4-1/4" HEX HEAD LAG BOLT RECTANGU SCALE: NOT TO SCALE TOP CHORD OF TRUSS SELF TAPE irva c.num.Lum ren i w HEX HEAD SHEET METAL SCREW STRAPS TO BE TIGHT AGAINST DUCT LAR DUCT HANGER DETAIL 2-1/8" CONDENSER COIL 1-3/8" NOTE: ALL SUPPLY AIR DUCTS SHALL BE WAPPED EXTERNALLY AS PER SPECIFICATIONS. NOTE: NO POP RIVETS ALLOWED C c > m N m L co t N 000 (08 0 c U E 0 �0 x � 0 0 0 00 U O � � w Uz 0 g� a THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 Z O H H ui Lu m H F'- 3 w Z Q J m Z cNi O � H M J LL Zo Q 4 LL- pZ L0 Z 0 tj Q z CIC O Z O N Z < THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: MECHANICAL DETAILS Date: 08/06/10 Designed By: JLM Drawn By: JLM Reviewed By: JGC Comm. No. SM080008 Revisions: REV. #2 - 2/25/2011 Sheet: Sheet of No. M4"1 • No. 5776 STATE OF v..� 1 CKNUNA 1 C {.VIVUCIV0/-k,1 C 12" FROM EXTERIOR WALL SPILL ON SPLASH BLOCK \ 113 FLOOR PLAN -PLUMBING WASTE , SCALE: 1/8" = 1'-0" TE CONDENSATE EXTERIOR WALL SPLASH BLOCK I� Dm �CD r� Erog 0 THE DESIGN PROFE55IONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHTOMICHAEL BRADY INC., 2010 Lu m H F" 3 w Z d O LL Z O H INC Z qc N M THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY SCHEMATIC DESIGN DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: PLUMBING FLOOR PLAN -WASTE Dater 08/06/10 Designed By: SGP Drawn By: ASC Reviewed By: JGC Comm. No. SM080008 Revisions: REV. #2 - 2/25/2011 Sheet: Sheet No. of P1.1 No. 57761 STATE OF I I _ 1 FLOOR PLAN -PLUMBING WATER SCALE: 1/8" = V-0" NATER (TYP UNDER ATER HEATER - BRADFORD WHITE MODEL# -1-20L6DS 20 GALLON, 4500 WATT ELEMENTS, 18V-1 PHASE. LOCATE HEATER ABOVE MOP :NK. - U C L 75 cu E THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT oMICHAEL BRADY INC., 2010 D Lu m H F" W Z d 0 z 0 P N M to IRK z 4 0 J co Z O H Z ¢ Z3 ¢ O ac Z O Z 00 N co 7. N M J U- O LL Z THIS DRAWING HAS BEEN ISSUED: F3 FOR REVIEW ONLY 0 FOR PERMITTING ONLY D SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: PLUMBING FLOOR PLAN -WATER Date: 08/06/10 Designed By: SGP Drawn By: ASC Reviewed By: JGC Comm. No. SM080008 Revisions: REV. #2 - 2/25/2011 Sheet: Sheet No. of P1.2 No. 57761 STATE OF A, p.: • 4 Q R,c.: , /O ,ALS oo �O m a U W M u we 4- 0 O ut u N M O a X u THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT oMICHAEL BRADY INC., 2010 D Lu m H F" W Z d 0 z 0 P N M to IRK z 4 0 J co Z O H Z ¢ Z3 ¢ O ac Z O Z 00 N co 7. N M J U- O LL Z THIS DRAWING HAS BEEN ISSUED: F3 FOR REVIEW ONLY 0 FOR PERMITTING ONLY D SCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: PLUMBING FLOOR PLAN -WATER Date: 08/06/10 Designed By: SGP Drawn By: ASC Reviewed By: JGC Comm. No. SM080008 Revisions: REV. #2 - 2/25/2011 Sheet: Sheet No. of P1.2 No. 57761 STATE OF A, p.: • 4 Q R,c.: , /O ,ALS ELECTRICAL FLOOR PLAN -MECHANICAL POWER AND FIRE ALARM SCALE: 1/8" = V-0" NOTES: 1. SEE SHEET E0.1 FOR ELECTRICAL LEGEND AND GENERAL NOTES. 2. FUSE PER MANUFACTURES NAMEPLATE DATA. 3. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL EQUIPMENT AND CONTROLS (TYPICAL). 4. DUCT SMOKE DETECTOR IN SUPPLY AND RETURN DUCT. - U C A L Z co 0 .E THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS OMISSIONS, INCONSISTENCIES,AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 D w m H F- W Z d 0 LL z 0 0 0 z < Go N rz N M THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY SCHEMATIC DESIGN DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS u N in q0 S ua 4 -4 z 0 > o 5z M 0 X a w THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS OMISSIONS, INCONSISTENCIES,AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT 0 MICHAEL BRADY INC., 2010 D w m H F- W Z d 0 LL z 0 0 0 z < Go N rz N M THIS DRAWING HAS BEEN ISSUED: 0 FOR REVIEW ONLY 0 FOR PERMITTING ONLY SCHEMATIC DESIGN DESIGN DEVELOPMENT E CONSTRUCTION DOCUMENTS Drawing Title: ELECTRICAL FLOOR PLAN - MECHANICAL POWER Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: REVISION #2 02/25/11 Sheet: Sheet No. of E1.2 POWER PANELBOARD MDP MB x RATED FOR SERVICE ENTRANCE EQUIPMENT MOUNTING SURFACE LOCATION ELECTRICAL ROOM 123 VOLTS 208 PHASE 3 WIRE 4 MAIN BUS RATING 2000 AMPS TOTAL CONNECTED LOAD 1669 AMPS ENCLOSURE NEMA 1 NEUTRAL BUS RATING 2000 AMPS ESTIMATED DEMAND LOAD 1669 AMPS INCOMING FEEDER TOP X SYM. A.I.C. 65,000 CKT. LOAD DESCRIPTION DWG. NO. LOAD CIRCUIT BREAKER BRANCH CIRCUIT DESCRIPTION REMARKS AMPS VA VOLT POLES TRIP FRAME 1. TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) MOUNTING: DEMAND AMPS @ 208V, 3 PHASE - 1,669 A PANELBOARD "Pi" 208 3 30 30 TVSS TVSS 2. EXISTING DISTRIBUTION PANEL (800A) 2 640 230,400 208 3 800 800 EX. DIST. PANEL (800A) EX. DIST. PANEL (800A) 3. PANELBOARD "Pl" X 168 60,613 208 3 400 400 PANELBOARD "Pi" PANELBOARD "Pl" 4. PANELBOARD "P2" ® TOP 79 28,400 208 3 200 225 PANELBOARD "P2" PANELBOARD "P2" 5. PANELBOARD "TPI" 2 80 28,800 208 3 100 125 PANELBOARD "TPI" PANELBOARD "TPI" 6. EMERGENCY POWER PANELBOARD "NEP" BUS BRAM46: 42,000 702 252,911 208 3 800 800 EM. POWER PANEL "NEP" EM. POWER PANEL "NEP" 7. SPARE 2000 LOAD PHASE B LOAD PHASE A BUS BRACING; 208 3 400 400 SPARE SPARE 8. SPARE A B C LIGHTING - ROOMS 123,124 6125 850 1 2 640 LIGHTING - ROOM 101 208 3 200 225 SPARE SPARE 9. SPARE 14184 VA 11284 VA ALL BRANCH BREAKERS 20 AMP, UNLESS NOTED. BREAKER INTERRUPTING CAPACITY; 42,000 RM5 SYM. AMPS DESCRIPTION 208 3 200 225 SPARE SPARE 10. SPARE LOAD N0, 43 ^ 20 20 208 3 100 125 SPARE SPARE NOTES: LOAD SUMMARY - PANELBOARD 11MS8" DESIG VOLTAGE: VOLTS EXISTING DISTRIBUTION PANEL (8WA X 0.80) - 230,400 VA PANELBOARD "Pl' - 60,613 VA 2 PANELBOARD "P2" - 28,400 VA MOUNTING: PANELBOARD'TP1' - 28,800 VA 2 EMERGENCY POWER PANELBOARD'iP' - 252,911 VA VOLTAGE: TOTAL CONNECTED 601,124 VA A2 ® SURFACE TOTAL DEMAND - 601,124 VA MOUNTING: DEMAND AMPS @ 208V, 3 PHASE - 1,669 A PANELBOARD "Pi" LOAD SUMMARY - PANELBOARD "P2" DESIG VOLTAGE: VOLTS MISC. EQUIPMENT :0.75 x 5W - 375 VA LIGHTING :1.25x 20,020 MOUNTING: CEILING FANS =1.00 x 3,000 PANELBOARD 11P2" TOTAL CONNECTED VOLTAGE: TOTAL DEMAND - 28,400 VA ® SURFACE 79 A MOUNTING: NO. PANELBOARD "Pi" m � wU_oLu"� w�w0u< cc ® 208Y/120V., 3 PHASE, 4 WIRE �- Z ® SURFACE FED FROM: MSB PANELBOARD " PV SECTION 2 = 18,8W VA ® 20BY/120V., 3 PHASE, 4 WIRE WATER HEATERS -- Ix x 23,800 ® SURFACE NEUTRAL: LOCATION: ELECTRICAL ROOM 123 13,670 3 32W COVER: S: X AMP, FED FROM;'MSB" 2 LOCATION: ELECTRICAL ROOM 123 8'41 TOTAL LOAD 23520 VA ® DOOR WITH LOCK ® MAIN BREAKER 225 AMP. TOTAL DEMAND ® TOP FED FROM: SECTION 1 A CO ® DOOR WITH LOCK A ® MAIN LUG ONLY 400 AMP. BUS BRACING: 42,000 ® TOP ® 100%TOTAL 3 LOAD 69940 VA ® DOOR WITH LOCK ® MAIN LUG ONLY 400 AMP. X ® TOP NEUTRAL: ® 100% 6460 VA TOTAL LOAD 34568 VA 2M-3-32-Al2-120-GEBIOIS 2' x 4' CHAIN HUNG FLUORESCENT FIXTURE W/ ACRYLIC LENS NOT USED LOAD N0. BUS BRAM46: 42,000 qgC Z0 20 20 20 N0, LOAD DESCRIPTION BUS BRACING: 42,000 LOAD PHASE C 23680 VA RECEPTACLES - ROOM 118 (FLOOR) 1000 3 4 1000 RECEPTACLES - ROOM 118 2000 LOAD PHASE B LOAD PHASE A BUS BRACING; 42,000 LOAD PHASE C 9100 VA 20 20 20 20 q g C 20 20 20 20 NO. LOAD DESCRIPTION A B C LIGHTING - ROOMS 123,124 6125 850 1 2 640 LIGHTING - ROOM 101 1490 LOAD PHASE B LOAD PHASE A 22880 VA 23380 VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. LIGHTING ROOM 121 640 5 BREAKER INTERRUPTING CAPACITY; 42,000 05 SYM, AMPS LOAD PHASE 8 LOAD PHASE A 14184 VA 11284 VA ALL BRANCH BREAKERS 20 AMP, UNLESS NOTED. BREAKER INTERRUPTING CAPACITY; 42,000 RM5 SYM. AMPS DESCRIPTION LOAD N0, 20 ^ 20 20 20 20 20 20 ^ q g C 20 20 20 20 20 20 X20 NO. 2 LOAD 400 DESCRIPTION RECEPTACLES - ROOM 114 A 8 1200 C DESCRIPTION SPARE LOAD N0, 43 ^ 20 20 qgC •�- 20 NO. LOAD DESCRIPTION A 8 C RECEPTACLES - ROOMS 123,124 6125 800 1 39' 44 1446 FAN COILS'FC-, "FC -40", "FC -41", "FC -42" 1446 RECEPTACLES - ROOMS 123,124 6125 800 3 4 400 RECEPTACLES ROOM 114 1200 SPARE 45 46 1446 FAN COILS'FC-39", "FC -40", "FC -41", "FC -42" 1446 RECEPTACLES - ROOM 126 8W 5 6 600 RECEPTACLES - ROOMS 111,112 6122 >< 1400 SPARE 47 48 SPARE 4 RECEPTACLES - ROOM 126 8W 7 8 600 RECEPTACLES - ROOMS 111,112 6122 1400 RECEPTACLES - ADMINISTRATION 500 49 = ~ 20 20 ZO 20^ 'z 50 538 FAN COIL UNITS TC -17" -'FC -20' 1038 RECEPTACLES - ROOM 126 800 9 10 600 RECEPTACLES - ROOM 113 1400 RECEPTACLES - ADMINISTRATION 500 51 52 538 FAN COIL UNITS'FC-17"-'FC-20' 1038 RECEPTACLES - ROOM 122 (STAGE) 600 it 12 600 RECEPTACLES - ROOM 113 1200 RECEPTACLES - ADMINISTRATION 500 53 54 500 RECEPTACLES - ADMINISTRATION 1000 RECEPTACLES - ROOM 122 (STAGE) 600 13 14 600 RECEPTACLES - ROOM 116 1200 RECEPTACLES - ADMINISTRATION 500 55 56 5W RECEPTACLES - ADMINISTRATION 1000 RECEPTACLES - ROOM 122 (STAGE) 600 15 20^ 20 '� 20 �0^ 20 ^ 'Z 20 16 600 RECEPTACLES - ROOM 116 1200 RECEPTACLES - ADMINISTRATION 500 57 58 500 RECEPTACLES - ADMINISTRATION 1000 RECEPTACLES - ROOM 121 800 17 18 1000 RECEPTACLES - ROOM 27 850 1800 RECEPTACLES - ADMINISTRATION 500 59 60 500 RECEPTACLES - ADMINISTRATION 1000 RECEPTACLES - ROOM 121 600 19 �0^ 20 20 20 ^ �0^ 20 20 20 20 20 20'1 20 20 20 20 'z 20 125 20 30 ^ ^ ^ ^ ^ ^ 20 20 X0'1 20.-1 20^ 20 20 '- = 'Z 'z 'Z ---12-0 'z 20 ^20 20 'z 20 500 RECEPTACLES - COVERED DRIVE-THRU 1100 FLOOR RECEPTACLES - CONFERENCE ROOM 500 61 62 500 RECEPTACLES - ADMINISTRATION 1000 RECEPTACLES - ROOM 121 400 21 22 500 RECEPTACLE - ROOM 104 900 TANKLESS WATER HEATER 3400 63 64 500 RECEPTACLES - ADMINISTRATION 3900 RECEPTACLES - ROOM 120 6122 600 23 24 1000 WATERCOOLER 1600 TANKLESS WRIER NEATER 3400 65 66 300 NIGHT LIGHTS - LOBBY 3700 RECEPTACLES - ROOM 120 400 25 26 1000 WATERCOOLER ROOM 114 1400 TANKLESS WATER HEATER 3400 67 68 SPARE 3400 RECEPTACLES -ROOM 119 6122 600 27 28 5W FIRE ALARM CONTROL PANEL TACP" 1100 TANKLESS WATER HEATER 3400 69 70 SPARE 3400 RECEPTACLES ROOM 119 6122 600 P9 30 4557 PANEL "P3" 5157 TANKLESS WATER HEATER 3400 71 72 SPARE 3400 RECEPTACLES - ROOM 122 (FLOOR) 500 31 32 4557 PANEL "P3' 5057 TANKLESS WATER HEATER 3400 73 74 SPARE 3400 3E >< RECEPTACLES - ROOM 122 (FLOOR) 500 33 34 4557 PANEL "P3" 5057 TANKLESS WATER HEATER 3400 75 76 SPARE 3400 RECEPTACLES - ROOM 122 (FLOOR) 500 35 36 SPARE 77 78 SPARE 0 RECEPTACLES - ROOM 122 (FLOOR) 500 37 3 11523 FEED THROUGH LUGS SECTION 2 12023 SPARE 79 40 11523 FEED THROUGH LUGS SECTION 2 12023 SPARE 81 42 11523 FEED THROUGH LUGS SECTION 2 >< 12023 SPARE 83 80 SPARE 0 RECEPTACLES - ROOM 122 (FLOOR) 5M 39 82 SPARE 28W RECEPTACLES - ROOM 122 (FLOOR) 1500 41 84 SPARE 0 NOTES: 1) PANEL SHALL HAVE VX 20" CABINET AND SHALL BE EQUAL TO SQUARE "b" CO. "NQOD' TYPE. 2) HACR TYPE BREAKER. 3) SWD TYPE BREAKER COVE LITHONIA M5555-2-28T5-MVOLT-GEDIOPS NOTE 3 COVE STRIP LIGHTING M LOAD SUMMARY - PANELBOARD "P2" DESIG VOLTAGE: VOLTS MISC. EQUIPMENT :0.75 x 5W - 375 VA LIGHTING :1.25x 20,020 MOUNTING: CEILING FANS =1.00 x 3,000 PANELBOARD 11P2" TOTAL CONNECTED ® 208Y/120V., 3 PHASE, 4 WIRE TOTAL DEMAND - 28,400 VA ® SURFACE 79 A LOCATION: ELECTRICAL ROOM 123 NO. WATTS m � wU_oLu"� w�w0u< cc V)aCL �- Z V <oc Z FED FROM: MSB A = 18,8W VA X WATER HEATERS -- Ix x 23,800 = 23,800 VA NEUTRAL: PANEL'P3" =1.00 x 13,670 3 32W COVER: S: X AMP, ® TOP NEUTRAL: 8'41 TOTAL LOAD 23520 VA ® DOOR WITH LOCK ® MAIN BREAKER 225 AMP. TOTAL DEMAND ® TOP ® 100% DESCRIPTION DEMAND AMPS @ 208V, 3 PHASE BUS BRACING: 42,000 168 A 5400 VA 3 32W 120 RECEPTACLES - ADMINISTRATION 800 1 2 800 RECEPTACLES - ADMINISTRATION 1600 X REC�TACLES ADMINISTRATION 800 3 LOAD PHASE C 6460 VA 10'-6" LITHONIA 2M-3-32-Al2-120-GEBIOIS 2' x 4' CHAIN HUNG FLUORESCENT FIXTURE W/ ACRYLIC LENS NOT USED LOAD N0. BUS BRAM46: 42,000 qgC Z0 20 20 20 N0, LOAD DESCRIPTION A B C RECEPTACLES - ROOM 118 (COUNTER) 1000 1 2 1000 RECEPTACLES - ROOM 118 (COUNTER) 2000 RECEPTACLES - ROOM 118 (FLOOR) 1000 3 4 1000 RECEPTACLES - ROOM 118 2000 LOAD PHASE B LOAD PHASE A 8980 VA 8080 VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 42,000 RMS SYM. AMPS DESCRIPTION LOAD N0. 20 20 20 20 q g C 20 20 20 20 NO. LOAD DESCRIPTION A B C LIGHTING - ROOMS 123,124 6125 850 1 2 640 LIGHTING - ROOM 101 1490 LIGHTING - ROOM 126 640 3 4 1500 CEILING FANS - ROOMS 101,102, 6103 2140 LIGHTING ROOM 121 640 5 6 SPARE 640 LIGHTING - ROOMS 118,119 6120 1060 7 8 1060 LIGHTING - ROOM 110 ;2120LIGHTING - ROOMS 116 6117 750 9 20 2010 E 1500 CEILING FANS - ROOMS 105,106,108, 6110 2250 LIGHTING - ROOM5111,112 6113 850 11 20 �0^ 20 20 12 500W SPARE 850 LIGHTING - ROOM 127 530 13 R 500 LIGHTING CONTROL PANEL "LCP' LIGHTING - ROOM 109 640 15 1 20^ 20 20 2022 20 ^ �0^ 20^ 20 20 'j 20 '�- 20r3O 16 900 PARKING LOT LIGHTING 1540 LIGHTING - ROOM 109 640 18 900 PARKING LOT LIGHTING 1540 LIGHTING - ROOMS 107 6108 640 20 900 PARKING LOT LIGHTING 1540 SPARE L21 900 PARKING LOT LI6HTING 900LIGHTING - ROOMS 105 6106 850 24 900 PARKING LOT LIGHTING 1750 SPARE 26 900 PARKING LOT LIGHTING 900 SPARE 27 8" COMPACT FLUORESCENT DOWNLIGHTING W/ CLEAR GLASS LENS 900 PARKING LOT LIGHTING 900 LIGHTING - ROOMS 103 6104 430 29 �0 20 ,-. - 20 '�-1301 900 PARKING LOT LIGHTING 1330 CEILIN6 FAN - ROOM 103 1000 31 NOTES: 1) PANEL SHALL HAVE 6"X 2(r CABINET AND SHALL BE EQUAL TO SQUARED" CO, "NQOD" TYPE. 2) HACK TYPE BREAKER. 3) SWD TYPE BREAKER, 900 PARKING LOT LIGHTING (CHANNEL 2) 1900 LI6HW - ROOM 102 850 33 20 20 20 H 900 PARKING LOT LIGHTING (CHANNEL 2) 1750 SPARE 35 36 SPARE ><1o SPARE 26W DTT 37 20'1 20'1 L-1-..10 'Z0 0 38 SPARE 4 LIGHTING - EXTERIOR BUILDING MOUNTED 400 39 40 SPARE 400 LIGHTING - EXTERIOR CANOPY 350 41 42 SPARE 350 NOTES: 1) PANEL SHALL HAVE 6" X 20' CABINET AND SHALL BE EQUAL TO SQUARE 'D" CO.'NQOV TYPE, 2) HACR TYPE BREAKER 3) SWD TYPE BREAKER LOAD SUMMARY - PANELBOARD "P2" DESIG TYPE LAMPS VOLTS MISC. EQUIPMENT :0.75 x 5W - 375 VA LIGHTING :1.25x 20,020 - 25,025 VA CEILING FANS =1.00 x 3,000 - 3,000 VA TOTAL CONNECTED - 23,520 VA TOTAL DEMAND - 28,400 VA DEMAND AMPS @ 208V, 3 PHASE 79 A 0 LIGHTING FIXTURE SCHEDULE DESIG TYPE LAMPS VOLTS MOUNTING 0 Hwa T. H1, ZCoe � F O ��O pm0� qU MANUFACTURER NOTE 4 CATALOG NO. REMARKS F- ZF- Z Z�w��OW NU-_ LU ne a `� V) Lu w p < X _ju) �etOCL Lu20_1 Z �� 2 HVAC =1.00 x NO. WATTS m � wU_oLu"� w�w0u< cc V)aCL �- Z V <oc Z Z 3 A = 18,8W VA X WATER HEATERS -- Ix x 23,800 = 23,800 VA NEUTRAL: PANEL'P3" =1.00 x 13,670 3 32W 120 ® DOOR WITH LOCK X AMP, ® TOP ® 10016 8'41 LITHONIA 2M-3-32-Al2-120-GEB10I5 2' x 4' SURFACE MOUNTED FLUORESCENT FIXTURE W/ACRYLIC LENS B TOTAL DEMAND X = 60,613 VA DESCRIPTION DEMAND AMPS @ 208V, 3 PHASE BUS BRACING: 42,000 168 A 5400 VA 3 32W 120 RECEPTACLES - ADMINISTRATION 800 1 2 800 RECEPTACLES - ADMINISTRATION 1600 X REC�TACLES ADMINISTRATION 800 3 4 800 RECEPTACLES ADMINISTRATION 1600 10'-6" LITHONIA 2M-3-32-Al2-120-GEBIOIS 2' x 4' CHAIN HUNG FLUORESCENT FIXTURE W/ ACRYLIC LENS NOT USED LOAD N0. 20^ 20 20 ^ 20 qgC Z0 20 20 20 N0, LOAD DESCRIPTION A B C RECEPTACLES - ROOM 118 (COUNTER) 1000 1 2 1000 RECEPTACLES - ROOM 118 (COUNTER) 2000 RECEPTACLES - ROOM 118 (FLOOR) 1000 3 4 1000 RECEPTACLES - ROOM 118 2000 RECEPTACLES - ROOM 118 (FLOOR) 1000 5 6 1000 RECEPTACLES ROOM I18 2000 COMMERCIAL REFRIGERATOR 1200 7 8 SPARE 1200 22 SPARE -0- D 1800 X �0^ 'ti0 10 SPARE SPARE 27 1800 3 32W 120 X ZO 12 SPARE >< 1700 10'-6" LITHONIA 2GT8-F-3-32-Al2-120-GEB10I5 2' x 4' LAY -IN FLUORESCENT FIXTURE W/ ACRYLIC LENS E 14 SPARE 1700 MICROWAVE 1700 15 X SPARE 1 500W 120 X 20 �0^ 30 - 20 ^20 ZO 20 18 SPARE 25'0" INDY LIGHTING 217RM-SAC 8" RECESSED CAN (SANCTUARY) F 22 SPARE 2250 20 GALLON WATER HEATER 2250 23 24 SPARE X SPARE 1 42W TRT 120 X 26 SPARE 0 SPARE 10'-6" GOTHAM AFV-42TRT-8-AR-CGL-120-GEB10 8" COMPACT FLUORESCENT DOWNLIGHTING W/ CLEAR GLASS LENS G X -0 SPARE 29 20 ,-. - 20 '�-1301 1 100W 120 X NOTES: 1) PANEL SHALL HAVE 6"X 2(r CABINET AND SHALL BE EQUAL TO SQUARED" CO, "NQOD" TYPE. 2) HACK TYPE BREAKER. 3) SWD TYPE BREAKER, 30'-6" GOTHAM A -6 -AR 6" INCANDESCENT DOWNLIGHTING H X 2 26W DTT 120 X 10'-0" LITHONIA WST-2/26DTT-WT-120-SF-ELDW-PE-LPI-DBLB ARCHITECTURAL BUILDING MTD. AREA LIGHTING W/EM. EGRESS BATT. BACKUP (COLOR -BLACK) W/PHOTOCELL EYE K X 5 100W 120 X 14'-0" BY OWNER BY OWNER NOTE 2 DECORATIVE ENTRANCE CHANDELIER L X1 1 2 28W 120 X COVE LITHONIA M5555-2-28T5-MVOLT-GEDIOPS NOTE 3 COVE STRIP LIGHTING M X 2 12W 120 X 9'-6" LITHONIA LHQM-5-W-3-6-120/277-N EXIT/EMERGENCY LIGHT COMBO W/ BATTERY BACK UP N X 1 1W 120 X 9'-6" LITHONIA LQM-5-W-3-6-120/277-EL-N-SD EXIT SIGN W/ BATTERY BACK UP P X 2 12W 120 X 7'-6" LITHONIA ELM2-SD-N EMERGENCY LIGHT W/ BATTERY BACK UP SA X 1 40OW 208 X VARIES LITHONIA A52-SP45C-208-SPA-LPI-SF-DBL ARCHITECTURAL ARM MOUNTED FULL CUTOFF AREA LIGHTING (COLOR -BLACK) Pl X 30'-0" LITHONIA SSA-30-6J-DM29-DBL 30' POLE FOR FIXTURE "SA" (COLOR -BLACK) P2 X 25-4- LITHONIA SSA-25-6J-DM29-DBL 25' POLE FOR FIXTURE "SA" (COLOR -BLACK) LIGHTING FIXTURE SCHEDULE NOTES: (1) FURNISH AND INSTALL LAMPS FOR ALL FIXTURES (2) GENERAL CONTRACTOR TO VERIFY NEED FOR LOWERING DEVICE FOR CHANDELIER (3) SEE DETAIL 2/E2.1 FOR ADDITIONAL INFORMATION. (4) OR OWNER APPROVED EQUAL LOAD SUMMARY - PANELBOARD 71' VOLTAGE: : 7,670 VA HVAC =1.00 z 156,271 156,277 VA 2 MOUNM46: MISC. EQUIPMENT = 0.75 x 3,00 - 2,250 VA MISC, EQUIPMENT = 0.75 x 500 : 375 VA ® 20BY/120V., 3 PHASE, 4 WIRE 208/120V,1 ® SURFACE 2 HVAC =1.00 x 3,968 : 3,968 VA EXISTING LC -EMERGENCY STANDBY POWER SUB -PANEL (70A X 0.80) - 11,648 VA RECEPTACLES :1.00 x 10,000 FED FROM:'MSr 0.50 x 17,600 = 18,8W VA MAINS. WATER HEATERS -- Ix x 23,800 = 23,800 VA NEUTRAL: PANEL'P3" =1.00 x 13,670 - 13,670 VA 178M VA ® 100'6 ® DOOR WITH LOCK ® MAIN LUG ONLY 125 AMP, ® TOP ® 10016 2 TOTAL CONNECTED - 69,940 VA LOAD PHASE B 3000 LOAD PHASE A 3600 TOTAL DEMAND = 60,613 VA DESCRIPTION DEMAND AMPS @ 208V, 3 PHASE BUS BRACING: 42,000 168 A 5400 VA LOAD SUMMARY - PANELBOARD'NEP' VOLTAGE: : 7,670 VA HVAC =1.00 z 156,271 156,277 VA 2 MOUNM46: MISC. EQUIPMENT = 0.75 x 3,00 - 2,250 VA TOTAL DEMAND PANELBOARD 11P3" DEMAND AMPS @ 208V, 3 PHASE ® 20BY/120V., 3 PHASE, 4 WIRE 208/120V,1 ® SURFACE PANEL'UPST 6,100 VA LOCATION: JANITOR CLOSET #117 EXISTING LC -EMERGENCY STANDBY POWER PANEL (225A X 0,80) - 37,440 VA EXISTING LC -EMERGENCY STANDBY POWER SUB -PANEL (70A X 0.80) - 11,648 VA FED FROM:'MSr 2 TOTAL CONNECTED - COVER: MAINS. DEMAND AMPS @ 208V, 3 PHASE MAINS: NEUTRAL: NEUTRAL: ® MAIN BREAKER 60 AMP. TOTALLOAD 178M VA ® 100'6 ® DOOR WITH LOCK ® MAIN LUG ONLY 125 AMP, ® TOP ® 10016 BUS BRACING: 22,000 LOAD PHASE B 3000 LOAD PHASE A 3600 VA VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 22,000 RMS SYM. AMPS DESCRIPTION LOAD NO. BUS BRACING: 42,000 LOAD PHASE C 5400 VA DESCRIPTION A B RECEPTACLES - ADMINISTRATION 800 1 2 800 RECEPTACLES - ADMINISTRATION 1600 REC�TACLES ADMINISTRATION 800 3 4 800 RECEPTACLES ADMINISTRATION 1600 LOAD PHASE B LOAD PHASE A 5500 VA 6900 VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 42,000 RMS SYM. AMPS DESCRIPTION LOAD N0. 20^ 20 20 ^ 20 qgC Z0 20 20 20 N0, LOAD DESCRIPTION A B C RECEPTACLES - ROOM 118 (COUNTER) 1000 1 2 1000 RECEPTACLES - ROOM 118 (COUNTER) 2000 RECEPTACLES - ROOM 118 (FLOOR) 1000 3 4 1000 RECEPTACLES - ROOM 118 2000 RECEPTACLES - ROOM 118 (FLOOR) 1000 5 6 1000 RECEPTACLES ROOM I18 2000 COMMERCIAL REFRIGERATOR 1200 7 8 SPARE 1200 22 SPARE -0- UPRIGHT FREEZER 1800 9 �0^ 'ti0 10 SPARE SPARE 27 1800 ICE MACHINE 1700 11 20 ZO 12 SPARE >< 1700 GARBAGE DISPOSAL 1700 13 20 ^ �0^ z -,%20 14 SPARE 1700 MICROWAVE 1700 15 16 SPARE 1700 MICROWAVE 1700 117 20 �0^ 30 - 20 ^20 ZO 20 18 SPARE >< 1700 WARMING OVEN 2000 19 20 SPARE 2000 20 GALLON WATER HEATER 2250 21 22 SPARE 2250 20 GALLON WATER HEATER 2250 23 24 SPARE 2250 SPARE 25 20'1 ^20 26 SPARE 0 SPARE 27 28 SPARE -0 SPARE 29 20 ,-. - 20 '�-1301 1 SPARE 0 NOTES: 1) PANEL SHALL HAVE 6"X 2(r CABINET AND SHALL BE EQUAL TO SQUARED" CO, "NQOD" TYPE. 2) HACK TYPE BREAKER. 3) SWD TYPE BREAKER, LOAD SUMMARY - PANELBOARD'NEP' VOLTAGE: : 7,670 VA HVAC =1.00 z 156,271 156,277 VA 2 MOUNTING: MISC. EQUIPMENT = 0.75 x 3,00 - 2,250 VA TOTAL DEMAND RECEPTACLES =1.00 x 5,500 - 5,500 VA DEMAND AMPS @ 208V, 3 PHASE DIMMING RACK 'W (100A X 0.80) : 28,8W VA 208/120V,1 FUTURE COOLER :1.00 x 4,8% : 4,8% VA PANEL'UPST 6,100 VA ® SURFACE EXISTING LC -EMERGENCY STANDBY POWER PANEL (225A X 0,80) - 37,440 VA EXISTING LC -EMERGENCY STANDBY POWER SUB -PANEL (70A X 0.80) - 11,648 VA 2 TOTAL CONNECTED - FED: PANELBOARD NEP n253,661TOTALDEMAND - DEMAND AMPS @ 208V, 3 PHASE MAINS: LOAD SUMMARY - PANELBOARD "P3' VOLTAGE: : 7,670 VA RECEPTACLES =1.00 x 6,000 : 6,000 VA MOUNTING: : 17,8W VA TOTAL DEMAND PANELBOARD "UPSI" DEMAND AMPS @ 208V, 3 PHASE ® 208/120V,1 PHASE, 3 WIRE ® SURFACE LOCATION: ELECTRICAL ROOM #123 FED: PANELBOARD NEP COVER: MAINS: NEUTRAL: ® DOOR WITH LOCK ® MAIN BREAKER 60 AMP. ® BOTTOM ® 100'6 TOTAL LOAD 6600 VA BUS BRACING: 22,000 LOAD PHASE B 3000 LOAD PHASE A 3600 VA VA ALL BRANCH BREAKERS 20 AMP. UNLESS NOTED. BREAKER INTERRUPTING CAPACITY: 22,000 RMS SYM. AMPS DESCRIPTION LOAD NO. q 20.1 20.1 20.1 20.1 20'1 20,-� 20^ 20^ 20,-. 20^ 20.1 20^ 20^ 20r. 2D^'120 g '� ^20 ^20 ^20 __20 ^20 ''120 ''120 _120 ^20 ^20 ^20 ^20 .-.20 NO. LOAD DESCRIPTION A B RECEPTACLES - ADMINISTRATION 800 1 2 800 RECEPTACLES - ADMINISTRATION 1600 REC�TACLES ADMINISTRATION 800 3 4 800 RECEPTACLES ADMINISTRATION 1600 SPARE 5 6 1000 RECEPTACLES - ADMINISTRATION 1000 SPARE 7 8 1RECEPTACLES -ADMINISTRATION 400 SPARE 9 10 SPARE 4 SPARE 11 12 SPARE -0 SPARE 13 14 1000 TELEPHONE BACKBOARD "IBB" 1000 SPARE 15 16 1000 EQUIPMENT RACK 'A' 1000 SPARE 17 18 SPARE -0- SPARE 19 20 SPARE -0 SPARE 21 22 SPARE -0- 5PARE 23 24 SPARE 0 SPARE 25 26 SPARE -0- SPARE 27 28 SPARE -0 SPARE 29 30 SPARE -0- NOTES; 1) PANEL SHALL HAVE 6' X 20" CABINET AND SHALL BE EQUAL TO SQUARE "D" CO. "NQOD" TYPE. 2) HACR TYPE BREAKER. 3) SWD TYPE BREAKER. LOAD SUMMARY - PANELBOARD "P3' KITCHEN EQUIP. = 0.65 x 11,80 : 7,670 VA RECEPTACLES =1.00 x 6,000 : 6,000 VA TOTAL CONNECTED : 17,8W VA TOTAL DEMAND - 13,670 VA DEMAND AMPS @ 208V, 3 PHASE - 38 A LOAD SUMMARY - PANELBOARD "UPSP MISC. EQUIPMENT :0,75 x 2,000 RECEPTACLES =1,00 x 4,600 - 1,500 VA 4,600 VA TOTAL CONNECTED TOTAL DEMAND DEMAND AMPS @ 208V, SINGLE PHASE - 6,600 VA - 6,100 VA - 29 A E x z k14 cc H 0 to 00 v m qU N THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CCNVEY, OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES,AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. COPYRIGHT®MICHAEL BRADY INC., 2010 N m Z O to N H cM J LL Za Q� LL oO Oz DC � Z O P Q Z O Z O N Z3 Z3 Z d THIS DRAWING HAS BEEN ISSUED: FOR REVIEW ONLY Q FOR PERMITTING ONLY 0 SCHEMATIC DESIGN DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENTS Drawing Title: PANEL80ARD SCHEDULES Date: 08/06/10 Designed By: CHP Drawn By: RWC Reviewed By: CHP Comm. No. SM080008 Revisions: REVISION #1 01/05/11 REVISION #2 02/25/11 Sheet: Sheet No. of E5.1 ry Z, "NN fy\r