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CODE INFORMATION APPLICABLE CODES 2014 FLORIDA BUILDING CODE (FBC): BUILDING HB 535, 2016 SUPPLEMENT 2014 FLORIDA BUILDING COIDE: E�!�RGY CONSERVATION CODE FLORIDA BUILDING COMMISSION, - DECLARATORY STATEMENT DS 2016 -033 2014 FLORIDA BUILDING CODE: MECHANICAL 2014 FLORIDA BUILDING CODE: PLUMBING 2014 FLORIDA BUILDING CODE: GAS 2014 FLORIDA FIRE PREVENTION CODE, 5TH EDITION 2012 NATIONAL FIRE PROTECTION ASSOCIATION - NFPA 101 LIFE SAFETY CODE 2011 NATIONAL ELECTRICAL CODE 2010 FLORIDA WIND MAP WIND LOAD DATA PER FBC CHAPTER 16 WIND LOAD 3 -SECOND GUST = 144 MPH ULTIMATE WIND SPEED. 112 MPH SERVICE WIND SPEED. WIND RISK CATEGORY = III WIND EXPOSURE CATEGORY = B LIFE SAFETY INFORMATION OCCUPANCY: FBC: WATER CLOSETS, MEN: 9 EXISTING: MERCANTILE (M) DRAWING TITLES: e NEW: MERCANTILE, ASSEMBLY (A-3), ASSEMBLY (A-4) TOTAL OCCUPANTS PER FBC NFPA 101: LAVATORIES, WOMEN: 0 EXISTING: EXISTING MERCANTILE DRINKING FOUNTAINS: 0 NEW: EXISTING MERCANTILE, NEW ASSEMBLY CONSTRUCTION TYPE: FBC: TYPE 11-B UNPROTECTED (FULL FIRE SUPPRESSION) PUBLIC UNISEX RESTROOM: NFPA 101: TYPE 11-000 BUILDING HEIGHT: ALLOWABLE: FBC REQUIRED PLUMBING FIXTURE RATIO 0 ASSEMBLY: 2 STORIES, 75FT (TABLE 503 & SECT. 504.2) * MECANTILE: 2 STORES, 75FT ACTUAL: 1 STORY, 35'-5", MAX, BUILDING AREA: ALLOWABLE: 3 REQUIRED s MERCANTILE: UNLIMITED (507.3) 0 ASSEMBLY: 38,000 S.F. (SEE AREA MODIFICATION) FIXTURE /65 OCCUPANTS: ACTUAL: 4 REQUIRFD s MERCANTILE: 26,262 S.F. W!NDOW TAG: 0 ASSEMBLY: 33,630 S.F. (SEE AREA MODIFICATION) AREA MODIFICATION: AREA(a) + [AREA(a) x I(f)] + [AREA(a) x I(s)] = AREA(all) 2 REQUIRED 9,500 S.F. + [0] + [9,500 S.F.x(300/1 00)] 9,500 S.F. + [0] + [9,500 x 3] FIXTURE/200 OCCUPANTS: FIXTURE/500 OCCUiDANTS: 9,500 S.F. + 0 S.F. + 28,500 S.F. = 38,000 S.F., ALLOWABLE 2 REQUIRED 2 REQUIRED -I(f): (F/P - 0.25) x (W/30). F=782', P=338.33',W=24 -I(f): (338.33/782 - 0.25 x (24/30) = .144 AREA CHECK: MERCANTILE(act)/MERCANTILE(all) + ASSEMBLY(act)/ASSEMBLY(all) <=1.0 1 REQUIRED 26,262 S.F./UNLIMITED + 33,630 S.F./38,000 S.F. <=1.0 .1 0 + 0.885 <=1.0 ............................................................. ........... ........... . . ............................. ...... ............ _ ................. ..................... 01/08/2018 MISC. COORD. ........................... .............. .............................. AREA COMPLIES WITH SECTION 580.4.2. FIRE RESISTANCE RATING STRUCTURAL FRAME: 0 HRS BUILDING ELEMENTS BEARING WALLS (INTERIOR AND EXTERIOR): 0 HRS (FBC TABLE 601 & 602) NON-BEARING EXTERIOR WALLS: (NFPA 220 TABLE 4.1.1) X < 5 1 HRS DRAWING NAME 5 </= X < 10 1 HRS SHT # 10 </= X < 30 0 HRS 30 </= X 0 HRS .................... ........... ............................ ................. ........... ........................................... ........................... ................................. ................................................................................................. . ........................ . ...... . NON-BEARING INTERIOR WALLS: 0 HRS G-0.1 ................................................. FLOOR CONSTRUCTION: 0 HRS .......................................... ROOF CONSTRUCTION: 0 HIRS ACTUAL: NO SHAFTS IN THIS PROJECT. INTERIOR WALL AND EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS 8 CEILING FINISHES: CORRIDORS: CLASS B (ASTM E 84, FBC TABLE 803.9) ROOMS AND ENCLOSED SPACES: CLASS C INTERIOR FLOOR FINISHES: MINIMUM CRITICAL RADIANT FLUX: CLASS 11 (DOC FF -1, FBC SECTION 804) G-0.2 ................................................ CORRIDOR RATING: 0 HR (FBC TABLE 1018.1) (NFPA 101 12.3.6) VERTICAL EXIT ENCLOSURES: NO VERTICAL EXIT ENCLOSURES IN THIS PROJECT. EXIT ACCESS TRAVEL DISTANCE: 250 Fr. (FBC TABLE 1016.2) (NFPA 101 12.2.6) NUMBER OF EXITS: 1-500 OCCUPANTS: 2 EXITS REQUIRED . .................................. 501-1,000 OCCUPANTS: 3 EXITS REQUIRED PANEL SCHEDULES ........ I ...................................................................................................................................... MORE THAN 1,000 OCCUPANTS: 4 EXITS REQUIRED TOTAL OCCUPANT LOAD: SEE LIFE SAFETY PLAN EGRESS WIDTH: SEE LIFE SAFETY PLAN I -JA FITNESS SANFORD 'A' Sanford, FL 170264 PLUMBING FIXTURE CALC PER SYMBOLS FBC I MASTER REVISION LIST SECTION MARKS: Y_*41� 1 ��OV ELEVATION MARKS: 1 'Al �l 41,,� 4 A-O,l 2 1 /A-0. 1 . 1 4( 3 NORTH ARROW: NORTH E DRAWING INDEX WALL TAG: ll� FINISH TAG: DATUM POINT: ral LU DOOR TAG: CD COLUMN LINE TAGS: CEILING TAG: F _ACT 1 � REVISIONS: Ale ELEVATION MARKER: T.O. WALL T4r---O �AF.F. CONTROL POINT BREAK LINE + lv__ SLAB ELEVATION MARKER ISE Cl 0 "_0" 17 �12 LOCATION MAP TEAM DIRECTORY TENANT: FITNESS INTERNATIONAL, LLC BOB STEPHENS 3161 MICHELSON DRIVE, SUITE 600 IRVINE, CA 92612 PHONE: 770.455.3834 bob@fitnessinti.com ARCHITECT: SCHROEDER ARCHITECTS DAVID SCHROEDER 3118 E. SHADOWLAWN AVE, NE ATLANTA, CA 30305 PHONE: 404.733.2626 David@schroeder-architects.com PROJECT DESCRIPTION NOTE: FIRE ALARM AND FIRE SUPPRESSION DRAWINGS ARE A DEFERRED SUBMITTAL. DOCUMENTS PERTAINING TO THESE SYSTEMS WILL BE SUBMITTED SEPARATELY AS A REVISION. STRUCTURAL: ACTUAL PLUMBING FIXTURE COUNT WATER CLOSETS, MEN: 3 TOILET, 3 URINALS PROVIDED DRAWING TITLES: R _0'� M TAG: TOTAL OCCUPANTS PER FBC - 510, 255 PER SF -A LAVATORIES, WOMEN: 8 PROVIDED DRINKING FOUNTAINS: 3 PROVIDED MOP SINKS: 1 PROVIDED PUBLIC UNISEX RESTROOM: 1 ADDITIONAL WATER CLOSET PROVIDED, (1_� TITLE ROOM FBC REQUIRED PLUMBING FIXTURE RATIO FBC REQUIRED PLUMBING FIXTURE COUNT 101 WATER CLOSETS, MEN: 1 FIXTURE/125 OCCUPANTS: 225/125: 3 REQUIRED �01 WATER CLOSETS, WOMEN: 1 FIXTURE /65 OCCUPANTS: 225/65: 4 REQUIRFD 816 MANATEF AVENUE EAST, W!NDOW TAG: LAVATORIES, MEN: 1 FIXTURE/200 OCCUPANTS: 225/200: 2 REQUIRED PHCNE: 941-758-2551 LAVATORIES, WOMEN: 1 DRINKING FOUNTAINS: 1 FIXTURE/200 OCCUPANTS: FIXTURE/500 OCCUiDANTS: 225/200: 510/500: 2 REQUIRED 2 REQUIRED DETAIL MARKS: MOP SINKS: 1 1 REQUIRED . ......... � �0- i .1 .................................... 2 ............................................................. ........... ........... . . ............................. ...... ............ _ ................. ..................... 01/08/2018 MISC. COORD. ........................... .............. .............................. ...................................... .............................. ........................ ................................. SHT # I DRAVVINQ NAME ***IINII;FY T011 Fr; PFRMITrFr) TO r.01 INT TO Fln IRF TOTAI SHT# DRAWING NAME SHT # MASTER REVISION LIST SECTION MARKS: Y_*41� 1 ��OV ELEVATION MARKS: 1 'Al �l 41,,� 4 A-O,l 2 1 /A-0. 1 . 1 4( 3 NORTH ARROW: NORTH E DRAWING INDEX WALL TAG: ll� FINISH TAG: DATUM POINT: ral LU DOOR TAG: CD COLUMN LINE TAGS: CEILING TAG: F _ACT 1 � REVISIONS: Ale ELEVATION MARKER: T.O. WALL T4r---O �AF.F. CONTROL POINT BREAK LINE + lv__ SLAB ELEVATION MARKER ISE Cl 0 "_0" 17 �12 LOCATION MAP TEAM DIRECTORY TENANT: FITNESS INTERNATIONAL, LLC BOB STEPHENS 3161 MICHELSON DRIVE, SUITE 600 IRVINE, CA 92612 PHONE: 770.455.3834 bob@fitnessinti.com ARCHITECT: SCHROEDER ARCHITECTS DAVID SCHROEDER 3118 E. SHADOWLAWN AVE, NE ATLANTA, CA 30305 PHONE: 404.733.2626 David@schroeder-architects.com PROJECT DESCRIPTION NOTE: FIRE ALARM AND FIRE SUPPRESSION DRAWINGS ARE A DEFERRED SUBMITTAL. DOCUMENTS PERTAINING TO THESE SYSTEMS WILL BE SUBMITTED SEPARATELY AS A REVISION. STRUCTURAL: ACTUAL PLUMBING FIXTURE COUNT WATER CLOSETS, MEN: 3 TOILET, 3 URINALS PROVIDED WATER CLOSETS, WOMEN: 5 PROVIDED LAVATORIES, MEN: 8 PROVIDED LAVATORIES, WOMEN: 8 PROVIDED DRINKING FOUNTAINS: 3 PROVIDED MOP SINKS: 1 PROVIDED PUBLIC UNISEX RESTROOM: 1 ADDITIONAL WATER CLOSET PROVIDED, PE 1 ADDITIONAL LAVATORY PROVIDED UNISEX RESTROOM AT KIDS KLUB: 1 ADDITIONAL WATER CLOSET PROVIDED, 1 ADDITIONAL LAVATORY PROVIDED MASTER REVISION LIST SECTION MARKS: Y_*41� 1 ��OV ELEVATION MARKS: 1 'Al �l 41,,� 4 A-O,l 2 1 /A-0. 1 . 1 4( 3 NORTH ARROW: NORTH E DRAWING INDEX WALL TAG: ll� FINISH TAG: DATUM POINT: ral LU DOOR TAG: CD COLUMN LINE TAGS: CEILING TAG: F _ACT 1 � REVISIONS: Ale ELEVATION MARKER: T.O. WALL T4r---O �AF.F. CONTROL POINT BREAK LINE + lv__ SLAB ELEVATION MARKER ISE Cl 0 "_0" 17 �12 LOCATION MAP TEAM DIRECTORY TENANT: FITNESS INTERNATIONAL, LLC BOB STEPHENS 3161 MICHELSON DRIVE, SUITE 600 IRVINE, CA 92612 PHONE: 770.455.3834 bob@fitnessinti.com ARCHITECT: SCHROEDER ARCHITECTS DAVID SCHROEDER 3118 E. SHADOWLAWN AVE, NE ATLANTA, CA 30305 PHONE: 404.733.2626 David@schroeder-architects.com PROJECT DESCRIPTION NOTE: FIRE ALARM AND FIRE SUPPRESSION DRAWINGS ARE A DEFERRED SUBMITTAL. DOCUMENTS PERTAINING TO THESE SYSTEMS WILL BE SUBMITTED SEPARATELY AS A REVISION. STRUCTURAL: DATE DESCRIPTION JAMES F. TURNER, PE JAMES TURNER 3400 BEVERLY DRIVE DALLAS, TX 75205 PHONE: 469.261.4563 jturner@jfte.com MECHANICAL, ELECTRICAL, PLUMBING: JAMES F. TURNER, PE JAMESTURNER 3400 BEVERLY DRIVE DALLAS, TX 75205 PHONE: 469.261.4563 38 jturner@jfte.com (CONT -D.) FIRE PROTECTION: GLOBAL SANCHEZ, INC STEVE REIGHTLER, CET 8 816 MANATEF AVENUE EAST, SUITE 18, 09/08/2017 ADDENDUM 1 BRADENTON FL 34208 PHCNE: 941-758-2551 steve@global-sanchez.com A NEW HEALTH CLUB IN AN EXISTING GROCERY STORE SPACE. THIS INCLUDES SPACE FOR CIRCUIT TRAINING, CARDIOVASCULAR MACHINES AND FREE WEIGH1S, AS WELL AS AN AEROBICS ROOM, BASKETBALL COURT, POOL, KID'S CLUB. SEPARATE LOCKER ROOMS WITH BATHROOM FACILITIES AND SHOWERS ARE ALSO PROVIDED FOR BOTH MEN AND WOMEN. ALL EXTERIOR MODIFICATIONS ARE BY THE LANDLORD AND HAVE BEEN SUBMITTED PREVIOUSLY AS A SHELL PACKAGE. ANY EXTERIOR INFORMATION INCLUDED IN THIS SET IS FOR INFORMATION ONLY OR TO SHOW THE TI CONTRACTOR THEIR SCOPE OF WORK WHERE INTERIOR WORK ABUTS AND INTERFACES WITH EXTERIOR CONSTRUCTION. REFER TO FULL SHELL SET DRAWINGS. TI CONTRACTOR SHALL REVIEW SHELL SET PRIOR TO SUBMITTING BID AND MAINTAIN CURRENT SHELL SET ONSITE DURING CONSTRUCTION. REV. DATE DESCRIPTION 4i ARCHITECTURE 107 38 ARCHITECTURE (CONT -D.) INTERIOR DESIGN (CONT'D.) ELECTRICAL 8 09/08/2017 ADDENDUM 1 CL .1 .................................... 2 ............................................................. ........... ........... . . ............................. ...... ............ _ ................. ..................... 01/08/2018 MISC. COORD. ........................... .............. .............................. ...................................... .............................. ........................ ................................. SHT # I DRAVVINQ NAME SHT# DRAWING NAME SHT # DRAWING NAME 0 SHT # DRAWING NAME .................................... .................................... .................... ........... ............................ ................. ........... ........................................... ........................... ................................. ................................................................................................. . ........................ . ...... . . ..... ........................... ............................. G-0.1 ................................................. COVER SHEET .................................... ........................................... ..................................... ............................................................................ .......................................... .................................. ....... ................. ........................... . ...................... . ....... . ....... .................... ........................ . ................ . . .................................... ..................... ................ ...... ........ ..... ID -5.2 ................................................ E DETAILS ................................. ........................................... . .......................................... ........................ ....................... . ................... ............................... ................... . ........ E-1.0 .................... ........................... DIAGRAMS, NOTES, LIGHT FIXTURE SCHEDULE, & LOAD SUMMARY ............................. I ........................................................................................................................................................................................................... .................................... ......................... ................ . ................. ............................. ....................................................................................................................................................................................... G-0.2 ................................................ ACCESSIBILITY STANDARDS ................... ........... . .. ...................................................... . ........................ ......................................................................... ....................................... ............ ................................... .......... . ..... ............................................ ......... . ......................... ............................................. ....................................... .............. ....................................... .... ID -5.3 ................................................ DETAILS ......................................................... . . . .................... ........................................................................................................................................... . .................................. E-1.1 ................................. ...... PANEL SCHEDULES ........ I ...................................................................................................................................... ............ G-0.3 ACCESSIBILITY STANDARDS ................................. ..... ................................................ ........................ . ................ . . . .......... . ......... . ......................................... :� ............................................ .............. . ........................... ....... ................................ ID -6.0 ................................................ FINISH SCHEDULE ............................................................................................... ............................................................. E-2.0 FLOOR PLAN LIGHTING ............................. .............................. .... . ........................ .................................... ............................................................. ......................... . ....... . ........................... ................................ . ....................... ...................................................................... ..................... ................................................. G-0.4 ............................................. ......................................... ............................... . .. ............................................... ........ . FIRST FLOOR LIFE SAFETY PLAN ........................................................................................................... . ................................................................... ............................................................................... ....... .......................................................... ............................ . ................... .................................................................................. . ................................................................... ; ................................................... ............... ........................................... ID -6.1 ........................................... ..... TILE SPECIFICATIONS ............................................................................................ . ....................... .. ............ ............. ................................................ ................................................. E-3.0 .......... ...... .................... ... . .. ... ........................................ ..................................................................................... FLOOR PLAN POWER .................................. ...... ............ . .......................... .................................... .................................... .............................................................. ............................................. ....................................... . ......... ........................................................................ ............................................ . .............. ......... ........................................................ . .. ................................................................................. .................... ...................... . ............................... . .................. G-0.5 ....................................... GENERAL PROJECT NOTES .................... .................... ............................. ............................................................................................. ........................... ........................... .. ........... .......................... . .......................... ............................. ................. ........................................................ .......... ....... . ............................................................................................... ....................................... ................................................ ID -6.2 ...... ...... ............ ...................... ........................................................................... TILE PATTERN DETAILS ............................. ...................................... ........................................ .......... .................................. .......... .. . .......................... . ..... . ................. . .................................................. .... . .......... . ........................... ................ .... . ............ ................................................ E-4.0 .............................. ................. ............................................................................................. ...................................... . ............................................................... ROOF PLAN ELECTRICAL .............. I ....................................................................................... ........... .................................................... .................................... ................................ ............................. ...................... ........................................ ..................................... . .................. ...................... . .. ............... . .......................................... G-0.6 ................................................ GENERAL PROJECT NOTES ........................................................................... ........................................................................................................ .............. . ... .......................................................... ............................................ ...................................... ......... . ........... .................. ............... ........ . .................................................................... ................. ..................... ................................... ............ ..... . ............................ ....................... ....................................................................... .......................................................................................................... ............ . ...... .............. . ....................... E-5.0 ................................................ ................ ................... ELECTRICAL DETAILS & SCHEDULES .................................. ................................................................. ..................................................... ....... . ...... ....................... .......... .. . ............................. ...................... .................................... ............................................................. ......................... .............................................................. ............................. ......................... ...................................................................... A-0.1 ............................ . .......... .......... FIRST FLOOR EQUIPMENT PLAN ........................................................................................................................................ ...................... ............ ............. .............................. ............................. . ....... ....... .............................. ............................................. . .................................. . ......... . ........................................ .................................................................. ............................ .................. ............................. ........... * .... . .............. ......................... ** ............. .................. * .......... ..... E-5.1 ....................... ELECTRICAL DETAILS . ......... ........................ ............ . ........... ........................ .................................... ............................................. ........ .... .............. A-2.1 ........................... ............. FIRST FLOOR SIM PLM ............................................................................................. .................. ......................... ... . ........................................ . ........................................................... ............................. ......... ... ............... ..................... ................................................................... .................................................................. ..................................................................................... ................. . ... ......................... .................................................. �.. FOBD.-BUILDING.DIVISION ................................ *,*,****"*,* ............. E-5.2 ............................................. .. ................. * ........... * ............. * .............................. ................... ........... ................................................................................................................................................................. .................................. .................. . ..................... A-2.2 FIRST FLOOR PLAN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A .......... ......................... .......................................... ..... ............ . .. ...................................................................................................................................................... ....................... ................................................. A-2.2.1 ........................................................ ................................................................................................ . ................ FIRST FLOOR DIMENSION PLAN AND WALL TYPES ....................................................... ................ ........................... .................. ............................ .......... .......................................................................................... ............. ................................................................................... ............ ............... ................... .................... .................................................................................................................. LICE' -) PpOi��N'WfTR'TR� RK'KN'U'NOTAS ................ .... .......................... ..... . ...... . . ............................ ............................................. .................................................................. ..................................... .................... ................................................ ........................................................................................................................... ................................ ....... ......................................... ............................................................... TO VIOLAT,=. C ANJCEL, ALTER OR SET .................................... .............................................................. ............................................................................................. .......................... ............................................................. . A-2.3 ................................................................................ FIRST FLOOR REFLECTED CEILING PLAN . .................. ........................................................................ ............ ........................ ........................... ...................... ........ ................ . ................ . ............. ................................. .................................................................... :0 ............... .......................................... . . ....... .............. -HEPR C"', C 4LL A PERMIT PREVENT ........... .................................... .......................... . .. . . .. . ....... ................................................................................... ......................................... ........... .... . ......................................... ...... . . . .................. .................................... ................................................. ........... ........................................................................................................ ............... ........................... .......... . .......................................... ............................................................................................................................................................................... ....................................................................... ............... .............. . ................. ................. .............................. ................ .. . .............................................................. ............................ ................................................ ...................... . ................................................................................ . . . .. .... ........ .......... . ..... .. ....... RER�A'� ........................... .. -�GRS IN PLANS, ............................. ................... ..................... ........................ ...... ............................. . ........... ........... ................... ................................ .............. EMS 7 ..................... .............. ............................................................. ........................ . ........ ..................................................... ..................................................... ..................... 2 < ..................... .............. POOL 5 ............................................. ......................................................................................................................... . ...................... . ............. ...... . ................ ............................................................................. .................................... ....................................... ..................... ..................................... ...................................................................................... . ......................................................................... .1 ................... ........................ .................................................... .................. . ............................. ..................... ............................................ .............................. ................ ............ ............................................... .......... . ....... ..... . ...................... . .... . .... ..................... EMS -2.0 ................................................ FLOOR PLAN - EMS SYSTEM ............................. .................... ............. ............................................................. ............... ................. ................................................. ............ ............................................................................................................... A-2.11 ............. .......................... LI ......................................... I ...................................................................................................... ................................................................................................................. Spi.0 ......... ....................... ............. ........................................................................................................................ POOL LAYOUT AND DETAILS . ......................... ............... .......................................................................... ................. ...... EMS -3.0 ............................................ I ..................................................................................................... ............................................................................................... ROOF PLAN - EMS SYSTEM .............................. ........................... ...... ................................ ............................. ...................... . .................................................... .......................................................................... ... . ....... ....................................... ........ A-2.12 ................................................ T ............................... .................................................................................... .................................................... ................. .......... ...... ........................................... SP2.0 I ................................................ .... POOL EQUIPMENT AND DETAILS ............................................................................................. .................... . ............................... ....................................................................... ..................................... 5 .... EMS -5.0 ... .............................. .................................... ............................................................................. ................................................................ ENERGY MANAGEMENT SYSTEM DETAILS ........... ...................................................................................................... ......................................................................... ................................ ................. . .......................... . ... ..................... . .......... ............ .................... .................................... ................................................... ........................................................................................................................................................ . .......................................................... A-2.12.1 .................... .......................... T ................................................................................................................................... ............................ ........................... .............. . ........... .......................... SP3.0 ................................................ ..................................................................................... POOL DETAILS AND NOTES . ..... ..................................................... ........................... . .................... .................................................................. EMS -5.1 ................................ ETAI .................................... .......... ................................................... ............................. . ...................................................................................................................................................................................... A-2.13 ...................... ............ ..................... ..................................................................... .......................... . ............................. . ................ . ......................... . ............... .............. . . ....... ..... ........ ..... ............................................. .. ................................... .................... .................. ................................................... . .......... ...... .......................................................... .... . ................................... SO.0 ............... ......................... STRUCTURALGENERAL NOTES ................................................................................................................... . ........................................ . ................................... ....................... ..... . . .............................. ..... EMS -5.2 ............. ............. I ................... ......................................................................................... .......................... ....................................... ENERGY MANAGEMENT SYSTEM DETAILS ................................ .................................................................... ........ . .............. .................................... ............................................................................................................................... .... . ....................................................... . ........................................................... . ....................... A-2.13.1 ................................................. ................................................................. ....................................................................................... . .... .................. 2 . ............ . .......................... ............................. ....... SP5.0 ................................................ .................................................................................. DETAILS AND EQUIPMENT .. ............. .................................. ................................... . ....................................................................................... S1.0 .......................................... ..... FOUNDATION PLAN ......... I .......................................... ........... I ................................ ............ . .............................................. ................. ....... .......... . .................. ................................................ EMS -5.3 ............................................................................................................................................ ENERGY MANAGEMENT SYSTEM DETAILS ............. ....................... ............. ....................... .................................... .................................. .......................... ........ ........................................... ........................................................................................................ ................................................... A-2.14 .................. ENLARGED KIDS KLUB PLAN AND DETAILS . . ..... . . ..... . ................... . ..................................... ................................................ . ..................................... S2.0 ............... .......................... FOUNDATION PLAN DETAILS ........................................................................................ ....................... ................................ ........... ............... .. ................... . .... ..................... . ........ ................. ........................................... ..... EMS -5.4 ............................. .............. ........................... ......................... .................................................................................................. ENERGY MANAGEMENT SYSTEM DETAILS ............................................................ ........... .............. A-2.15 ENLARGED BASKETBALL PLAN AND DETAILS S3.0 ROOF FRAMING PLAN .................. .. .......................................................................................................... ..................... ............................... ......................................... ................................................ .................................... ............................................................. ......... ................ . .............. . ............................................................................................................................ ................ ........................... ................................................. .......................... ................................................................................ ............................. ......................... . ........................... ........................ . ............................................ INTERIOR DESIGN 26 ........................................ ....... ............. ... ......... .......... ........ .. ............................................... . .................................................................................... . . . ............ . ...... ............................................ . A-3.1 WALL CONSTRUCTION DETAILS S4.0 ROOF FRAMING DETAILS .................................... ......... . .................. . ............................. ................................... . .... . ............ . . . ................................... . ................................... . .............................................. . ............................... ................................................ ................................................................................. ........................................... ........................... . . . . .............................. .......... . . ............................. ........................... ................ ................................ ........................................... . ........................ ........... ......................................................................................... ............... . .................. . .. ......................................... PLUMBING 7 .................................... .............................................. ............. .......................... ............................... . ..... . ................................... ......................................... ............ ....................... ............. ............... A-3.2 .............................. . ........ . WALL TYPES ....... .......................................................................................... .................. .......... ... ................................................ ..................................... . ......................... ........... .......... ID -1.0 ................................................. FURNITURE / KEY PLAN .................................... .............................................................. ................. . .......................................................... . ................................................................................ ............................... . . .................. A-3.3 ...................... ................. WALL TYPES ..................... ............................................... ..... . ...................................................... . .......... . .... . ........... .. . ID -1.1 ............ ........................ . ...... . .......................................................................................................... .............................................. .. . .............................. .............. FLOOR FINISH PLAN . .............................................................................................................................................................................................................................. ................................................... . .................. .. .... ........... . .. . . ........................... . .......... ............ ........................................... . ................................. . ............................... .................................... . ...... . ........... . ...................... . ...... ..................................... .................. P-1.0 PLUMBING SCHEDULES .................................... ........................................................... ....................................................................................................................... ............................................................................. ................ A-3.4 ............................................. U.L DETAILS ............................................................. .................... .................... ....................................................................... .... . ........ ....................................... ............................ ID -1.2 ................................................ ............................. PAINT BREAK / ART GRAPHIC PLAN .......................................................................... .......... ...... ............................................................... ................................................................ ................................................ . . .................. ........ ..................... ...................... .......... . ....................................... ..................................................... . ............. .......... ......................... ........... ............. .............................................................. . ...... . ..................... . ................. .............. . .............................................. . ... . ................. . ...................................................... . ............... .............................. . P-1.1 ............... ................................. ................. ............. ...................................... . ......................... PLUMBING DETAILS ............... . ......... . ................................... . ............ . .... . .......................... .................................... ......................... ................. ................. ................................................. . ................................................................................................................................................... . ............ A-3.5 ...................................... U.L DETAILS ............ ............ . ............................ ............................ .............. . ............................................................ ID -1.3 ............................................. .. ................................ REFLECTED CEILING FINISH PLAN ............. ............................................................................................................................ . ..... ........ . ......................................................................... ............................................... ........ .. . ............................ ..................................... . .................................................... .............. .................................................. . ... ...................... . ................................ ............................................. . P-2.0 .................................. .............................................................. ................. ... .............................. . ........................... ................ .. ................... ................................ .................................... .............................. ................ . ............ .......... .......................................... . ..................... .............................. . .......................... . ........................... . ................................................ A-3.6 ............................... ................. U.L DETAILS ......................................................................................... . ................ . ............................................ ......................................................................... . ................................. ID -2.0 ....................................... ............... FI ........................................................................................ ....................................................... ......... . ............... .. ....................................................................... ......... ................ .......... .. ................ ............................................... . .............. . ................................ . ....................... ........... ........................... . ............. . ................................................................. ................................................ P-2.1 ......................... ........................................................................................................................................................... ............................ ... .................... .................... ..................... .............. ................. ...... ..................... . .............. ........................ .. .................................. ......................................................................... . ........................................................................... A-6.1 ......................................... EXTERIOR DETAILS ................................... . ............................................. . ....... ........................................................ ID -2.1 ......................... ...................... .......................................................................................................... ENLARGED LOCKER ROOM FINISH PLANS ................... ..................... ... . ...................... . ...... ..................................... . . ................................. ............ . ........... ............... ................................................ ........................................ ......................... . .................. . ................. ................................................................................... .................... ................................................. P-2.2 ....................................................................... ..................... ................................................................ COLD WATER . ............. ............... ................................... ................................... .................................... ............................. . ................ . ............ ..................................... . .............................. . ........................................................... ........... . ...................................... . ........................... A-6.2 ................................. EXTERIOR DETAILS ..................................................... .............................. ........................................................ ................... .......................... ................ ........................................... ID -2.2 .................... ................... ....... ENLARGED POOL FINISH PLAN . .................................................................................. ............ ........................................................ . ................................... ........... ........................... .... . ................ ..................................... .......... P-5.1 ......................................................................... ................. .................................................................. SANITARY & VENT RISER DIAGRAMS ..... .................... .................................. . . . .................... .................................... ......... . ................................................... .................................................. ................................................................................................. . ........................ ...................................... A-6.3 ................................................ EXTERIOR DETAILS ........................................................................................................... ......................................... ............................... ........................................................ . ...... ................ ID -3.0 ............. ........... ...................... . ................................................................................................................... 1/8 SCALE INTERIOR ELEVATIONS ................ . .............. . ................... . .......... ........ . ............. ............................................... MECHANICAL 3 .......................... . ..................... P-5.2 ................................................ .... .............. ............................................................................................... ........ . ...................... HOT & COLD WATER RISER DIAGRAMS ..................................................... . ......... ............. ... . ... .................. . ......... . .............................. ..... . ....................................................................... . . . ............................. . ............................ ... . ..................... . ............................................ . ............ ..... ................................................................................... ........... .................................................................. .. . ................................. A-7.1 ................................................. INTERIOR DETAILS .................................................................... . ........... ..................... ID -3.1 .................................... ............ . ...................... ............................ .................. .............................................................. ...... ............................................................ . .................... ...................................................................................................... ....... . ........... A-7.2 .............................. . ................ . ................................. ............................................ INTERIOR DETAILS ............................. I ......................................................... ....................................................................................... ....................... ................................ ............ ......... . .................................. I ................................................ ............................ ID -3.2 ............................................................................................................ ............ ........................................................ 1/8' SCALE INTERIOR ELEVATIONS .... ....................................... ......... M-1.0 . ................................................. ..................................................... ............................................ ............................. PERMIT . ...... ....................... ..... ................................. .. .......... . ...... ........... ................ . ............ ........................................................ . ......................... ....................................................................................... ............... ..................... .. A-7.3 ................................................. INTERIOR DETAILS ........................................... ................................................................. . .......... .................................................................. ................................................... ... ..................................... ......................... ...................... .......................... .................................................. ID -3.3 ...................................... .......... ...... I ...................................................................................... ............... .............................................................................. 1/4' SCALE INTERIOR ELEVATIONS . ............ .................................................. ................ . .... . ........ .................... ................................................ M-2.0 .... ............................................................................................. MECHANICAL FLOOR PLAN . ......................................... ................................................................................................... ............ ........ .............. . ... ...................... ..... ............................................................................ ............................ ................................ .......... ................ .......................... . .............................. .................................... A-7.4 INTERIOR DETAILS ID -3.4 ............................... ........................... . ..................................................................................... 1/4' SCALE INTERIOR ELEVATIONS I ............................................... M-3.0 I .......... I ................ I .................... ......................................................................................... MECHANICAL DETAILS . ................................................................. ................................................ ........ .................................... .............................................................. ........................ .............. ................................... . ............................... ......................................... ........................................... ................. ................................................ .......................................................................................................................... ........................... ........... . ...................................... . ............ ................ ............................. ............................................. .. .................................................................................................................................. . ................. . .......................... ....................................... ............................................. ................................................. ............................................................ ................................................... . ...................... . ........................ ......................................................................................... . ......... FIRE PROTECTION .............. ........ ........... ................................................. ....................... . ............................. . . .... . .............................................. ................................................ ....................................... . ......... A-7.5 ............................... ................. INTERIOR DETAILS ....... ................................................................ ................ .................................. ... . . ....... . ......... ............................................................. ............... . .............................. ID -4.0.1 ......................................... ...... RECEPTION DESK MILLWORK DETAILS ..................... . ............ .............................................................. .......... . ........................................................................... ...................................................................................... . .................................. A-7.6 ............................................. INTERIOR DETAILS 1 ............................................................. .................. ............... ; .......................................... .......................................... ; ........................................................ . ......... ........................................ ID -4.0.2 ............................... ................. ....................................................... ........................................................... ................................................................................................................................................................... RECEPTION DESK MILLWORK .............. .............................................................. . . ................. . ............... . ....... ........................... ............................................... .......................... ........ p ................. ......... . .......... .. . .................. ................................................ ...................................................... .. .......................................................... .......................................................... ........................................... .................. ......... ................ ........ . ............... ....... . ............................ ............................... FAD. 1 FIRE ALARM SPECIFICATIONS & DETAILS .................................... .......................... .................... . ............ ........................................................ . ........ ................................................. ...... . ....................................................................... a ................. A-8.1 ................................................. DOOR SCHEDULE, TYPES, AND DETAILS .................................... ...................................................................................... ............ .............. .................................................................. ............................................ ID -4.1.1 .................... ...... ........................................................................................... SALES / SOCIAL MILLWORK DETAILS ................................................................. .............................................................................. ...................... .. ................................................ ............................................... . ............................................................. ..................................... . ......... FA4.1 .......................... ......................... ............................... .............................................. ...................................................................................... FIRE ALARM PLAN ... ............... .................................... ................................................... ......... .............. 4 .... . ... . .................................. ............................................. ......................................................................................................... A-8.2 ..... ....................... ............ WINDOW SCHEDULE AND WINDOW TYPES ....... . .... ........... I ................................... . .................... . ............................................... ID -4.1.2 ................................................ ........................................................................................................................ SOCIAL / PT MILLWORK ........... ..................................... I .................................... ................................... ....... .............................. . ........... I ..... ..................................................................................................................................................................................................... . ....................................................... . ....... ................................... . . .......... FA7.1 ........... .............................................................. . ....... ... . ............................... ....................................... FIRE ALARM CALCULATIONS .......... ............. . .................... .......... ................................... ...................... ............. ............................................................. ............................ & ........................ . . . ........... ........... .............. ....... ............................................................................................................. A-8.2.1 ................................ . ............... WINDOW DETAILS ............................................ .................................................................. ................. ... ................ . .................. ........................... ......................................................... . ID -4.2 ......................... ................... ................................................................................................................... KID'S KLUB MILLWORK ... . ..................................... ....................................................................................................... ................................................ ...... .................................... . .............................................................. ................................................ . ...... ............ .............. . ..................................... .............................. ................................................ FA8.1 ................................................................. .................................... ............................................................................. FIRE ALARM RISER DIAGRAM & DEVICE LEGEND ................................................... . ..................... ..................... .............. ............... ............. ................................ ..................................................................................................................................................................................................................... .......................................... .............................................................. ............................. . ................................................................................. . ......... . ............................................................. ID -4.3 ............... ............ ................... ................................................................................... ID -4.4 SIGNAGE MILLWORK DETAILS ............................................. ................. . ....... ......... . . ................. ............ TRAINERS KIOSK MILLWORK . .................................................... .. ........................ . .................... ......................................................................... . .................................... . . ........................................ ................................... ....................... ............................. . ................... .................................. .............................. . ................................. ................................. ............. .................................................. . ............................ .................. ...................... . .............. FS -0.1 . ............. ................................................................................................................................................................. FIRE SPRINKLER SPECIFICATIONS ................... . * ..................... ....................... ....................... .................. .......... . ......................................................................................... ............. ............ .................................... ............................................................. ........................................................ ............................................................................................................... . ............................................ ...... ......................................... .................................. . .................. . .... ..................... ...................................... . .... . .................... . .................. ........................... FS -2."i E SPRINKLER SITE PLAN .................................... ......... .................................................... .......................................... .. ......................... I ........................................................ I .................................................................................... I ................................................ ................................................................................................................................................................................. . ID -5.0 DETAILS .............. ........................... .............. ................................. FS -4.1 I ................... ...................... ............................................. . ....................... .......... ..................................................................................... FIRE SPRINKLER PLAN .................................................. .................................. .................................... . ....................... I . . .................... I ................ ...................... ............................. ....................................... . ........ . .................................... . .............................. ......................... .............. . .... ................ ............. ......................................................... ............ .................................................... ------------------------------ - ID -5.1 DETAILS .................... ............................... ................ FS -9.1 ......... .................................................................................................... .................... ARE SPRINKLER DETAILS ............................... ................. . ...... ............................................... z 0 to W 0 z < D 4_j U < 00 z 0 W L000p D F_ 0 W 0 �0 C14 L0 �0 LLJ 04 z M C) ry) a) < 00) ro 0 ro < vi LLJ 2-0 ly) U-) 0 0 0 0 C) \10 0 LL_ U_ LL _j C) �: �W- 0 0 _j < Lj U) rr < LU Z Cl) Lp a- of LLJ Z CL 0 LLJ 0 F% U) LU M z 0 of LLJ 0- 0 cr- -.�i CD X Uj 2 a- of CN LU F- m < LU Ul (9 > 0 P 12f EL 3: �-- 0� of z 0 W z 9 U:<LU -Lljowaf LD 0:: W U) < W < 2 W rf W LU 0 cc 0 0- LIJ W �- Z X Z:) L) 0 T_ Uj LU < Lli W U rif (D ��i S� LU Z) > 0 0 L-�, �-- < ZE 0 W U_ 2i F- 0 CO 0 0 1 nui 1:�Q 0 > ,e 04 ou Uq l 1 MCM 011 i-5 211 33 Mi ec- 1- FS 0*) C) 00 G 00 4i CL .1 0 CD E a) 0 0 LL 0 _0 0 CD T) CD Sheet Name: COVER SHEET Prol #: Issue Dat 170264 09-01-2017 Sheet No.: GmO,,l Drawn By: Checked By: WB/KC KC LLJ LU M LIFE SAFETY OCCUPANCY CALCULATIONS -TOTAL BUILDING AREA: 33,630 S.F. 3. CIRCUIT TRAINING: 1,511 S.F. 5. KIDS KLUB: 1116 S.F. 7. CYCLING: 1,116 S.F. 9. BASKETBALL: 3,226 S.F. (FBC), 2,135 S.F. (NFPA) 11. JAN./ELEC./FIRE RISER: 271 S.F. 13. MEN'S LOCKER ROOM: 894 S.F.(FBC), 594 S.F.(NFPA) 15. ANCILLARY 1: 964 S.F. 18. POOL/SPA WATER SURFACE: 1,779 S.F. 20. POOL STORAGE: 15 S.F. 3.1. FBC: 50 S.F./OCC.: 31 OCCUPANTS 5.1. FBC: 35 S.F./OCC.: 32 OCCUPANTS 7.1. FBC: 30 CYCLES, 30 OCCUPANTS POSTED 9.1. FBC: 50 S.F./OCC: 65 OCCUPANTS, 49 POSTED 11.1. FBC: 300 S.F./OCC: 3 OCCUPANTS 13.1. FBC: 50 S.F./OCC.: 18 OCCUPANTS 15.1. FBC: 300 S.F./OCC.: 3 OCCUPANT 18.1. FBC: 50 S.F./OCC.: 36 OCCUPANTS 20.1. FISC: 300 S.F./OCC.: 1 OCCUPANT 1. RECEPTION/SALES/LOUNGE: 1,808 S.F. 3.2. NFPA: 50 S.F./OCC.: 31 OCCUPANTS 5.2. NFPA: 35 S.F./OCC.: 32 OCCUPANTS 7.2. NFPA: 30 CYCLES, 30 OCCUPANTS POSTED' 9.2• NFPA: 15 S.F./OCC: 143 OCCUPANTS, 49 POSTED 11.2. NFPA: N.A. 0 OCCUPANTS 13.2. NFPA: 15 S.F./OCC.: 40 OCCUPANTS 15.2. NFPA: N.A. 0 OCCUPANTS 18.2• NFPA: 50 S.F./OCC.: 36 OCCUPANTS 20.2. NFPA: N.A. 0 OCCUPANTS 1.1. FBC: 100 S.F/OCC.: 19 OCCUPANTS 3.3. REQUIRED EGRESS, FBC: 31 x0.2": 6.2" 5.3. REQUIRED EGRESS, FBC: 32x0.2": 6.4' 7.3. REQUIRED EGRESS, FBC: 30x0.2": 6.0" 9.3. REQUIRED EGRESS, FBC: 650.2": 13.0" 11.3. REQUIRED EGRESS. FBC: 2x0.2": 0.4" 13.3. REQUIRED EGRESS, FBC: 180.2": 3.6" 15.3. REQUIRED EGRESS, FBC: 30.2": 0.6" 18.3. REQUIRED EGRESS, FBC: 36x0.2" 7.2' 20.3. REQUIRED EGRESS, FBC: 1 x0.2": 0.2' 1.2. NFPA: 30 S.F./OCC.: 61 OCCUPANTS 3.4. REQUIRED EGRESS, NFPA: 31 x0.2": 6.2" 5.4. REQUIRED EGRESS, NFPA: 32x0.2": 6.4" 7.4. REQUIRED EGRESS, NFPA: 300.2": 6.0" 9.4. REQUIRED EGRESS, NFPA: 1430.2": 28.6" 11.4. REQUIRED EGRESS, NFPA: 0.0" 13.4. REQUIRED EGRESS, NFPA: 40x0.2 8.0" 15.4. REQUIRED EGRESS, NFPA: 0.6' 18.4. REQUIRED EGRESS, NFPA: 36x0.2' 7.2" 20.4. REQUIRED EGRESS, NFPA: 0.0" 1.3. REQUIRED EGRESS, FBC: 19x0.2": 3.8" 3.5. ACTUAL EGRESS: 1 1980 5.5. ACTUAL EGRESS: 72" 7.5. ACTUAL EGRESS: 72" 9.5. ACTUAL EGRESS: 108" 11.5. ACTUAL EGRESS: 108' 13.5. ACTUAL EGRESS: 54" 15.5. ACTUAL EGRESS: 72' 18.5. ACTUAL EGRESS: 108" 20.5. ACTUAL EGRESS: 36' 1.4. REQUIRED EGRESS, NFPA: 61x0.2': 12.2" 3.6. REQUIRED EXITS: 2 5.6. REQUIRED EXITS: 1 7.6. REQUIRED EXITS: 1 9.6. REQUIRED EXITS: 2 11.6. REQUIRED EXITS: 3 13.6. REQUIRED EXITS: 1 15.6. REQUIRED EXITS: 1 18.6. REQUIRED EXITS: 2 20.6. REQUIRED EXITS: 1 1.5. ACTUAL EGRESS: 198" 3.7. PROVIDED EXITS: 3 5.7. PROVIDED EXITS: 2 7.7. PROVIDED EXITS: 1 9.7. ACTUAL EXITS: 2 11.7. ACTUAL EXITS: 3 13.7. ACTUAL EXITS: 1 15.7. ACTUAL EXITS: 1 18.7. ACTUAL EXITS: 3 20.7. ACTUAL EXITS: 1 1.6. REQUIRED EXITS: 2 1.7. PROVIDED EXITS: 3 4. FREE WEIGHTS: 4280 S.F. 6. PERSONAL TRAINING: 1,099 S.F. 8. AEROBICS: 2,696 S.F. (FBC), 1,771 S.F. (NFPA) 10. A.V./STO.: 115 S.F. 12. UNIVERSAL RESTROOMS: 133 S.F. 14. WOMEN'S LOCKER ROOM: 785 S.F.(FBC), 527 S.F.(NFPA)- 16. POOL TOTAL AREA: 3,246 S.F. 19. POOL EQUIPMENT ROOM: 360 S.F. 4.1. FBC: 50 S.F./OCC.: 86 OCCUPANTS 6.1. FISC: 50 S.F./OCC: 22 OCCUPANTS 8.1. FBC: 50 S.F./OCC.- 54 OCCUPANTS 10.1. FBC: 300 S.F./OCC.: 1 OCCUPANT 12.1. FBC: 50 S.F./OCC.: 3 OCCUPANT 14.1. FBC: 50 S.F./OCC.: 16 OCCUPANTS 19.1. FBC: 300 S.F./OCC.: 2 OCCUPANT TOTAL OCCUPANT LOAD (FBC): 510 OCCUPANTS 2. STRETCHING/CARDIO: 2,439 S.F. 4.2. NFPA: 50 S.F./OCC.: 86 OCCUPANTS 6.2. NFPA: 50 S.F./OCC: 22 OCCUPANTS 8.2. NFPA: 15 S.F. OCC.: 118 OCCUPANTS 10.2. NFPA: N.A. 0 OCCUPANTS 12.2. NFPA: 50 S.F./OCC.: 3 OCCUPANT 17. POOL DECK: 1,646 S.F. A A A A / 14.2. NFPA: 15 S.F./OCC.: 36 OCCUPANTS 19.2. NFPA: N.A. 0 OCCUPANTS TOTAL OCCUPANT LOAD (NFPA): 648 OCCUPANTS 14.3. REQUIRED EGRESS, FBC: 16x0.2: 3.2 17.1. FBC: 30 S.F. OCC.: 55 OCCUPANTS 2.1. FBC: 50 S.F/OCC.: 49 OCCUPANTS 4.3. REQUIRED EGRESS, FBC: 86x0.2: 17.2 6.3. REQUIRED EGRESS, FBC: 22x0.2: 4.4 8.3. REQUIRED EGRESS, FBC: 54x0.2": 10.8' 10.3. REQUIRED EGRESS, FBC: 1x0.2" 0.2" 12.3. REQUIRED EGRESS, FBC: 3x0.2": 0.6" " " 19.3. REQUIRED EGRESS, FBC: 2x0.2': 0.4" A A A A A " " " 14.4. REQUIRED EGRESS, NFPA: 36x0.2': 7 2' 17.2. NFPA: 30 S.F. OCC.: 55 OCCUPANTS " " REQUIRED EGRESS WIDTH (FBC): 105" 2.2. NFPA: 50 S.F./OCC.: 49 OCCUPANTS 4.4. REQUIRED EGRESS, NFPA: 86x0.2': 17.2" 6.4. REQUIRED EGRESS, NFP': 22x0.2": 4.4" 8.4. REQUIRED EGRESS, NFPA: 118x0.2": 23.6' 10.4. REQUIRED EGRESS, NFP': 0.0 12.4. REQUIRED EGRESS, NFPA: 3x0.2: 0.6 19.4. REQUIRED EGRESS, NFPA: 0.0 ( ) 2.3. REQUIRED EGRESS, FBC: 49x0.2: 9.8 4.5. ACTUAL EGRESS: 198 6.5. ACTUAL EGRESS: 198 8.5. ACTUAL EGRESS: 108 10.5. ACTUAL EGRESS: 36" 12.5. ACTUAL EGRESS: 72" A 17.3. REQUIRED EGRESS, FBC: 55x0.2: 11 19.5. ACTUAL EGRESS: 42" REQUIRED EGRESS WIDTH (NFPA): 149" A A 14.5. ACTUAL EGRESS: 1 17.4. REQUIRED EGRESS NFPA: 55x0.2" 11" 2.4. REQUIRED EGRESS, .NFPA: 49x0.2: 9.8 4.6. REQUIRED EXITS: 2 6.6. REQUIRED EXITS: 1 8.6. REQUIRED EXITS: 2 10.6. REQUIRED EXITS: 1 12.6. REQUIRED EXITS: 2 14.6. REQUIRED EXITS: 1 � 19.6. REQUIRED EXITS: 1 2.5. ACTUAL EGRESS: 198" 4.7. PROVIDED EXITS: 3 6.7. PROVIDED EXITS: 3 8.7. ACTUAL EXITS: 2 10.7. ACTUAL EXITS: 1 12.7. ACTUAL EXITS: 217.5. ACTUAL EGRESS: 108" 19.7. ACTUAL EXITS: 1 ACTUAL EGRESS WIDTH: 156', PRIMARY EXITS 2.6. REQUIRED EXITS: 2 14.7. ACTUAL EXITS: 1 17.6. REQUIRED EXITS: 2 192" SECOND. EXITS 2.7. PROVIDED EXITS: 3 17.7. ACTUAL EXITS: 3 348", TOTAL I`r/ Q- �} ;1 ',,i 2.1,5 N t 3.3.1 (N) 3.4.2 (N) 3.7 (N) i r 5.3 X5.7.8 6.311 \ i M b i 32'-0"' ..11 ............- I" 3 � : 274'-8" 64'-0" 51'- A' 43'-0" 40'-10" 42'-32" 32,_g" DOOR EGRESS CALCULATIONS A PRIMARY EXIT: 84 " 18'-11" 13'-1 " ' 5'- 1" I " i 1 A 15'- 1" 25'- I 28'-111" ii 32 -0 2 : 23 -0 23 -5 42 2 6'-5 6'-11" A.1. DOOR EGRESS CAPACITY: 84"/0.2 = 420 OCCUPANTS. A A A " B. PRIMARY EXIT: 72' 17-9 I I 18-1 , 1 7-8, 1 34-7 I 10-0, I A 10'-11 " U.R.R. 8.1. DOOR EGRESS CAPACITY: 72"/0.2 = 360 OCCUPANTS. I G V.I.F. 5'-3" 18'-8" V.I.F. V.I.F. V.I.F. V.I.F. If 106 C. SECONDARY EXIT: 42' I z.' 42'-8"11 - �� 56'-8' L 25'-8' rT 18�-11' 22#-9pA . a I , E _. ,M. - C. DOOR EGRESS CAPACITY: 42 0.2 = 210 OCCUPANTS ro, ro, o� ro, FIRE A �:; I N t8'_g• RI D. SECONDARY EXIT: 36 rM h CAPACITY.- 2 = 180 OCCUPANTS T - 135 36 /o. z.... ...- --- -__. ___ . _..__-- __ _ w r __._. F E D 1 DOOR EGRESS CAPAC ,C ........ .... .... ..... .... r. .. r.. �. ... .. .. .. _I -- r. _..„._ :-: _..__-._. __ __.�,..____ -. _._ .__-.:... _. __,-___-._._.....__ .___..._._..______.___...__... ___. ,_.....___.-..___..,,_ ___,. _-.__._.. _-._„-._ -. - .. ..-----.' A :.:., ,.:.:. .. .. .. . . .: >. >:. ..: ,. ..: :rY. . ...... ..... ..... b .. ... .... - - ...................... / .: ; __ __ w - _:';r , r. M., - - - - - - - - - - - - ro E. SECONDARY �.... ;•_ ,��, � --�- � -� - - - - - - S DARY EXIT: 36 u�RRoas H ' - y' E. DOOR EGRESS CAPACITY; 36"/0.2 = 180 OCCUPANTS G.9 : r--- - - ----- --- 3s" �IR�,R.---- --s------•�--R�-� I . 61: FT I ...i ro, : 110 FT F. SECONDARY EXIT: : :n _ - 53 FT C M r L_ ...___..__._....._._._.._ ._......T 1 h -' APA ITY 3 -/0.2 = 180 OCCUPANTS : : j roe I IjI .... F VEL \ G SECONDARY EXIT ,: I:......:..................................i ....... I.�. G.1. DOR EGRESS CAPACITY.42"/2 = 210 OCCUPANTS € I' j ro, : 1 . _ 1I I II - : I _ ...- i a .:� „- i 1 IW . I --- - I ♦ 29 FT E REQUIRED EGRESS WIDTH (FBC): 105" I 1 I I II II ` 1 ' ♦♦ 11 I fO� REQUIRED EGRESS WIDTH (NFPA): 149" I is I' ' -TT � KIDS UB i O t -t ELEC. I I I I ; l I I I� 1 Y..: G.. o I 1 R 1 w : ; T II ( II I 10 I a ♦ ro 133 ACTUAL EGRESS WIDTH: 156" PRIMARY EXITS R ' I I I 3�:, 1 I& T . i ® 192"< SECONDARY EXITS O `� �, 1 i O " € I 348", TOTAL __ -_ _ �I ! i: � i UO) o, w . : : 1 ' - f 1 f I i. - gr �1 1 I 3 ro, ro, JAN. I T1 1 . I 1 ° �, , y' 1 II 1 134 r I b � 4; I ' 3 ........... ...... .. .... : .f............. ..................................... _ ._.. ................ .... ............ ..... ..................I... . ...... .............. . .............. ....- ... � ................ .......... ..... .. - .. ... -. ........... ..............._..... -..- _.... _.. .... .. .............. .... ....... �' . I I M- W_ .._- M _......... L..... - - ........ ° 1 �. :.... aJIR R .:.................. 31 LIFE SAFETY LEGEND t I : 1 I I I I I I AEROBICS 8 II I 134 FT 1T 1 96 Fr I B j BASKETBALL? 137 11 --I ___. € E I `"m I .:_. - - - - EXIT ACCESS TRAVEL II - - 1- 138 FT l I I l ?, L J __ 1 ro, (o� O DISTANCE 1 .�, .� [;:�' . : i ;r z:. a ".. =-`-- --1 -- -�C ---J �:� /HAFT ..... .......-....j .. ;:- ;t .....�... r .........................:.................... it �`. 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I 7V.9�", 10'-11�" III.- 5'-3" I 18'-8' I 8V.11�', 42'-8" 1 56'-8" 5.3 (N) 28'-11" 7'-84'. 1 25'-8" GENERAL SHEET NOTES 1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. PRIOR TO INSTALLATION, COORDINATE ALL FINAL DIMENSIONS FOR EQUIPMENT, RACEWAYS, POWER, AND DATA LOCATIONS WITH L.A. FITNESS AND VENDOR PROVIDING UTILITY RACEWAY BOXES. 2. ENSURE ADEQUATE CLEARANCE FOR ALL EQUIPMENT, RACEWAYS, POWER, AND DATA LOCATIONS. 3. MAINTAIN CODE REQUIRED CLEARANCES AT ALL EXITS TO THE EXTERIOR AND FROM INDIVIDUAL ROOMS. .7 5,1.8. N) N n f 32'-9" e � i 6'-5 6'-11" 34'-7", ( 10'-0", f U.R.R. V.I.F. V.I.F. 106 18 -11" 1 22'-9 I :::::::::::-:::::::-::::::::::::::......::::::::::::::......::::::::::::::...:::::::::- .........................__...._.......................... �F48 T ?}.................................. 1 i i E ; I >(01 IT"IT T III i (O 0 it ELEC. f 1 I I I' I I I II KIDS KLUB t -t ( UYC IIS 10 ; (o133 �! I. I O ii i I ............. ............._. a (a� (o � �� f# i .y ,yam �2. � I � JAN. I c G 'r--1 -- — ME FIRST FLOOR EQUIPMENT PLAN 3/32"=1'-0" 13.2 (N) �► .B 1 (N) LF BI F9FXT017'A' — —W I .. ................ ............. ...... ...... ............................. ...... ....... ............................. ....... .. I I I 1 I I NORTH (I Z ..... ...... ....... Issue Date: 00 I 09-01-2017 Sheet No.: "2 Drawn By:Checked z z O M KC I m C .�,j M • 4-jN co 3 U ►- O .n sN '°ra c N U3 ME FIRST FLOOR EQUIPMENT PLAN 3/32"=1'-0" 13.2 (N) �► .B 1 (N) LF BI F9FXT017'A' — —W I .. ................ ............. ...... ...... ............................. ...... ....... ............................. ....... .. I I I 1 I I NORTH (I fl- O r 4O � Z Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=00 I Drawn By:Checked z z O M KC N m C .�,j j ,p ¢ o 4-jN 3 U ►- O .n sN '°ra c U3 o rq N ro vQ Q � L N L O w W ap z z — M O N N L s U it rn � M h w � O F O r` U Q � 0 � `4 N O Q L.L. L/1 fl- O r 4O � QO O c Q 0 Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=00 I Drawn By:Checked By: WB/KC KC C O .n U N a g Li U � a ai R Z O Sheet Name: FIRST FLOOR EQUIPMENT PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=00 I Drawn By:Checked By: WB/KC KC :xrrku-j_ i nl (uzu4 ver bantoraxL;HuxsneetsxI Ixl /UZb4 I I A-0.1 First Floor Equipment plan.dwg, 01/05/18 17:41:09, DWG To PDF.pc SCHEDULED DOOR, WINDOW, AND GLAZING NOTES: WOOD ATHLETIC FLOOR OVER VAPOR 1. COORDINATE FINAL INSTALLATION LEGEND BARRIER OVER EXISTING CONCRETE SLAB DETAILS WITH CEMENTIOUS ADA COMPLIANT ALUMINUM THRESHOLD, DO CONFIRM FINALMENT MANUFACTURER. RECESSED SLAB AREA NOT SURE TO WOOD ATHLETIC FLOOR. SEE 2. CONFIRM FINAL LAND HEIGHT AND RAMP LENGTHS WITH ACTUAL WOOD DOOR DETAILS. ATHLETIC FLOOR THICKNESS. LEVEL LANDING LENGTH, SLOPED RAMP SURFACE, CONCRETE/CMU CURB LOCATION 0 o PER PLAN PER PLAN. 1:20 SLOPE MAX. O CONCRETE STEM WALL LOCATION SLOPE CONCRETE SLAB TO DRAIN, DO NOT RECESS SLAB aI OUTLINE OF POOL. SEE POOL DRAWINGS x FIRE -RETARDANT TREATED CEMENTIOUS UNDERLAYMENT OVE WOOD BLOCKING, CUT TO MATCH MANUFACTURER'S RECOMMENDED PRIMER. GRIND RECESS OUT OF EXISTING CONCRETE SLAB WINDOW FRAME WIDTH. SHIM AS UNDERLAYMENT: ARDD( ERM EXTERIOR RAMP AT BASE OF RAMP TO MAINTAIN MINIMUM ELEVATED CEMENTIOUS UNDERLAYMENT LANDING AND RAMP, INSTALLED OVER REQUIRED. MORTAR, OR EQUAL. CEMENTIOUS UNDERLAYMENT THICKNESS REQUIRED x x X EXISTING CONCRETE SLAB PRIMER: ARDEX BACA BONDING AND BY MANUF. CONFIRM RECESS DEPTH AND x x ANTI -CORROSIVE AGENT PRIMER, OR EQUAL. WIDTH WITH MANUF. Kf� CEMENTIOUS UNDERLAYMENT RAMP AND LANDING DETAIL i 3"=1'-0" 32'-0" (N) 51'- " 23'-0' 170264 GENERAL SHEET NOTES 1. 5 1/2-H INTERIOR CONCRETE CURB - MATCH WALL STUD WIDTH. Drawn By: WITH LAF AND LAF CASEWORK VENDOR. IS (N) (N) (N) (N) t if L " i (N) .% N) E� �...•` (N) „✓ 274'-8" I 43'-0" 40'-10' 421- " 32'-9" .-I .1" nr1 r1. nes 4 4 1" FIRST FLOOR SLAB PLAN 3/32"=1'-0" NORTH (I 10 U-) `o Z O M or � M ro QC: Q) 411 o rl C 41 L w 00 M JtO x <' LUz _j U) za. 0 2— 00UH 0ZO z =��CL F-- U W? 0X C7 2 Q W - W O W w w w a w= W~ a awU) it S) o O O= W W Q W h W 0 1- U) 0 W LLL F- f^^E KEYNOTES Proj #: Issue Date: 170264 GENERAL SHEET NOTES 1. 5 1/2-H INTERIOR CONCRETE CURB - MATCH WALL STUD WIDTH. Drawn By: WITH LAF AND LAF CASEWORK VENDOR. IS 1. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY,CENTER OF STRUCTURE, OR FACE OF SLAB RECESS, UNLESS NOTED OTHERWISE. TYPICAL AT INTERIOR LOCATIONS. 13. WENORK POWER AND DATA WALL L06910N. 2. COORDINATE CURB LOCATIONS AND WIDTHS WITH ARCHITECTURAL PLANS, ARCHITECTURAL WALL TYPES, AND STRUCTURAL DRAWINGS. REPORT ANY 2. CONCRETE CURB AT SHOWER ENTRANCE. COORDINATE HEIGHT AND WIDTH bkF ANB bkF WENORK YE NOT USED. DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. WITH I.D. DRAWINGS. PROVIDE ADJUSTMENT SPACE FOR TILE INSTALLATION AND ALIGNMENT. 14. LOCKER VANITY STUB -UP LOCATION. COORDINATE FINAL LOCATION IN 3. COORDINATE EDGE OF SLAB DEPRESSIONS WITH ARCHITECTURAL PLANS, ARCHITECTURAL WALL TYPES, AND STRUCTURAL DRAWINGS. REPORT ANY 3. 6'H CONCRETE CURB AT WINDOW BY SHELL CONTRACTOR. FIELD WITH LAF AND LOCKER FABRICATOR. DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 4. 6"H CONCRETE CURB AT MAIN ENTRANCE, POURED SEPARATELY. BY 15. COORDINATE EDGE OF SLAB LOCATION AT DOOR THRESHOLD WITH DETAIL 4. 5. CURBS SITTING DIRECTLY BENEATH WALLS HAVE NOT BEEN DIMENSIONED, COORDINATE LAYOUT WITH ARCHITECTURAL FLOOR PLANS. SEE 8/A-3.1 FOR TYPICAL INTERIOR CONCRETE CURB DETAILS. v- 00 5/A-2.14. 5. SHELL CONTRACTOR. SLOPE FLOOR TO DRAIN IN THIS AREA - DO NOT RECESS CONCRETE 16. THIS DASHED LINE REPRESENTS THE LIMIT OF THE SLAB LEAVE -OUT SLAB. FROM THE SHELL PACKAGE. TENANT CONTRACTOR IS RESPONSIBLE FOR OO 6. OUTLINE OF POOL AND SPA, SEE POOL DRAWINGS. GREY, DASHED LINES REPLACING ALL SLAB AREAS. DOWEL NEW WORK INTO THE EXISTING. ARE POOL GUTTER BELOW. REFER TO TO POOL DRAWINGS. PROVIDE RECESSED SLABS AT THE LOCATIONS INDICATED ON THIS SHEET. 7. COORDINATE EDGE OF SLAB LOCATION AT DOOR THRESHOLD WITH DETAILS 17. THIS SPACE TO RECEIVE WOOD ATHLETIC FLOORING. FOR THIS PROJECT, 3&4/A-2.15. THE WOOD ATHLETIC FLOORING WILL BE INSTALLED OVER TYPICAL SLAB 8. COORDINATE EDGE OF SLAB RECESS WITH CASEWORK SUPPLIER. O ELEVATION, NOT RAISED. 9 B RISERS BUIET ON TOP OF 00+ISREFE S k„ SEE BETAIL 18. CEMENTIOUS UNDERLAYMENT RAMP AND LANDING OUTSIDE OF ELEVATED 2/A 2.11- NOT USED. DOOR AND FRAME. SEE 2/A-2.1. 10. EXTEND SLAB RECESS FULLY TO THE FACE OF THE DOOR FRAME. 11. POWER CURB STUB -UP LOCATION. COORDINATE FINAL LOCATION IN FIELD WITH LAF AND LAF EQUIPMENT VENDOR. 12. CASEWORK STUB -UP LOCATION. COORDINATE FINAL LOCATION IN FIELD O .n (N) (N) (N) t if L " i (N) .% N) E� �...•` (N) „✓ 274'-8" I 43'-0" 40'-10' 421- " 32'-9" .-I .1" nr1 r1. nes 4 4 1" FIRST FLOOR SLAB PLAN 3/32"=1'-0" NORTH (I 10 U-) `o Z O M or � M ro QC: Q) 411 o rl C 41 L w 00 M JtO x <' LUz _j U) za. 0 2— 00UH 0ZO z =��CL F-- U W? 0X C7 2 Q W - W O W w w w a w= W~ a awU) it S) o O O= W W Q W h W 0 1- U) 0 W LLL F- f^^E 00 Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201 Drawn By: Checked By: WB/KC KC IR{ S• .i l j -a .. 0 0 i N N r+ 00 Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201 Drawn By: Checked By: WB/KC KC 0 0 N N v- 00 d O OO ft1 O O O .n 0 [l O ki -a U m � U) w M O Z c � Sheet Name: FIRST FLOOR SLAB PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201 Drawn By: Checked By: WB/KC KC TAPROJ_1 7\1 70264 LAF Sanford\CAD\Sheets\TI\170264 TI A-2.1 First floor slab plan.dwg, 01/05/18 17:42:00, DWG To PDF.pc GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, OR COLUMN CENTERLINE, UNLESS INDICATED OTHERWISE. 2. PRIOR TO ROUGH -IN, COORDINATE LOCATION OF ALL LAVATORIES, , SHOWER HEADS, MIRRORS, LIGHT FIXTURES, ELECTRICAL, AN ALL OTHER ITEMS THAT COINCIDE WITH TILE WORK SHOWN IN THE I.D. DRAWINGS.. TYPICALLY, WHERE THERE ARE ACCENT TILE BANDS, THESE ITEMS ARE CENTERED ON THE ACCENT TILE. IF THERE IS A DISCREPANCY BETWEEN THE I.D. DRAWINGS AND THE ACCESSIBILITY STANDARDS, REPORT THE DISCREPANCY TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. WHERE SHOWN IN THE I.D. DRAWINGS, MOUNT ELECTRICAL DEVICES HORIZONTALLY. 3. THERE ARE SHIFTS/OFFSETS IN THE FINISH WALL AND SOFFIT SURFACES. CONTRACTOR SHALL PROVIDE ALL NECESSARY FRAMING TO ACCOMMODATE THE FINAL LAYOUTS SHOWN IN THE INTERIOR DOCUMENTS. NOT ALL CONDITIONS MAY BE INDICATED ON THE ARCHITECTURAL PLANS; COORDINATE ALL FRAMING AND LAYOUT WORK WITH I.D. DRAWINGS. 4. APPROXIMATE LOCATIONS OF MISCELLANEOUS ACCESSORIES PROVIDED BY AN LAF VENDOR ARE NOTED IN THESE DRAWINGS. COORDINATE FINAL LOCATIONS AND QUANTITIES WITH LA FITNESS VENDOR PRIOR TO INSTALLING GYPSUM BOARD. PRIOR TO WALL ENCLOSURE, CONTRACTOR SHALL PROVIDE BLOCKING BEHIND ALL WALL MOUNTED ITEMS. THIS SHALL INCLUDE ALL CONTRACTOR AND OWNER FURNISHED ITEMS. 1. WALL MOUNTED ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, TOILET AND BATHROOM ACCESSORIES, KEYED STORAGE UNITES, FITNESS EQUIPMENT CLEANING ACCESSORIES (PAPER TOWEL DISPENSERS, CLEANING FLUID, AND HAND SANITIZERS), TELEVISIONS, GAME PANELS, AED DEVICE CABINETS, FIRE EXTINGUISHER BRACKETS AND CABINETS, AND ALL OTHER ITEMS MOUNTED TO THE WALLS. 2. COORDINATE FINAL LOCATIONS OF OWNER AND THIRD PARTY VENDOR FURNISHED ITEMS IN THE FlELD WITH LAF AND THE VENDOR. 3. AT WET AREAS, PROVIDE GALVANIZED METAL STRAP BLOCKING IN LIEU OF FIRE -RETARDANT -TREATED WOOD BLOCKING. 4. AT ALL OTHER AREAS, PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING, E; Q x............... ....� ... .. I :! I a / ;I A 14 -- � 7 128 1 I 23 KIDS UB i i ELEC. I 1 A-2.15 I I IIS I I ! -2.11 II CYCLING I I10 133 133A 0 I 24 I .�J 10 �• _-- -.. ----- _... 1 ] I I 58 1 (o� (ON JAN. 1 1 ti� I 1 134 i E l I25 � 3 , g .. ............................... �� 105C , �............ - J. 1 N)::-: cN I(�..RA 27 3< I a.' i ( I AEROBICS I I ( 6 131 I� I ------IIiiII1IIIi1I \I11 I - ------------------------------------------------------------------------------------------------Y=I€i-i ------------------------- ------------ -- ----�€i --------------- -i ------(I€IIi ------------- - -iEii - :,4`,.4i:;, ' BASKETBALL � IA 1-1138 III III �v 137� IIIII I.-rI -_�^ ❑❑ - I II -1- 1 AII. - II --- I-7-6 _5 164 -Ir _III1IIIII� .8 rfp, 1 o 108 G�EpN- s_ C_ + LFTER 113 ES SIC 109A d TIT0.26 V. VETON WATER SE RVICEIRRIA1] 6 110 p 717 eb 25 4114 (oroe 28 9 8 s 6 14 L 13 4(N) ] M.L.R. W.L.R.2 A-Q 21 .13.17 43A ..................................... -........... -...-.................................. . 132 CIRCUIT 139 N 29 LAR 1CIL ----------- - - -- --------------------------------------------------------------- ------ - ____-________________�=_---------____------------- - - (5) 4' ETALLIC TEL/DATA W.T.R. 144A 28 SA I13 A ------------------------ r----------------- - --------- ---------------------___ 7f: ---- r ----------------------- FIRE RR EXTE_NSION-r-- 22 4 �^ CIRC. I f I I I I I I 127 SIO. B A 129 IC V MIRRORS GRAPHE 115A I 7 TRAINING ' ALL EXTERIOR WORK IS BY THE SHFLL CONTRACTOR, I NO WORK'THIS AREA UNLESS f I I I 107 ( ( I 78 WORK IS SHOWN FOR INDICATED. OTHERWISE I I I I ; ( 1 ST.8 1 V 1f3 REFERENCE ONLY. E GRAPHIC nuinr I /12 11 C - �.................... F lid 1. �. '1.8 � .i." 7 2.8 2.9 3.4.1(N) (bN) 2 -5� FIRST FLOOR PLAN s/Liz ' 1►1�dI"�►�In��l►1 ...... ....... ................. ...... ...... ...... ................................ o •� j a STO Fil s .��14 r 10 �'I r•+.... ia�i 111 111 - i►I 111 111 iI�� ,II a 1■ _, IIS • �;I; ���� 1 ® 1E/ Nip, KEYNOTES CN Issue Date: 170264 ui Sheet No.: Am292 Drawn By: Z z O M LEGEND N 9 1. PROPOSED FIRE DEPARTMENT KNOX BOX LOCATION. CONFIRM FlNAL LOCATION WITH THE LOCAL AUTHORITY HAVING JURISDICTION. BY SHELL CONTRACTOR. 18. KEYED, MINI -STORAGE WALLET LOCKER UNITS, BY OTHERS. PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING AT ITEM. AT EXTERIOR WALLS, PROVIDE NON -RATED STUD WALL, INSULATE AS INDICATED pw WALLET LOCKER LOCATION. 2. 3. . (NOT USED) FIRE RISER IS LOCATED IN THIS ROOM. COORDINATE WITH PLUMBING AND FINAL FIRE SUPPRESSION DOCUMENTS PREPARED BY THE FIRE S SURFACE MOUNTED INSTALLATION. AT INTERIOR WALLS, PROVIDE FULLY RECESSED INSTALLATION. CONFIRM FINAL LOCATION WITH LA FITNESS VENDOR. SEE DETAIL 3/A-7.1. ®� 1 HR RATED WALL, INSULATE AS INDICATED o AED CABINET LOCATION (PORTABLE DEFIBRILLATOR). 4-1 CONTRACTOR. 2 19. AED CABINET LOCATION - SEE 4/A-7.1. COORDINATE WITH I.D. DRAWINGS. _ mm 2HR RATED WALL, INSULATE AS INDICATED ■ x STEEL COLUMN, SEE STRUCTURAL. 4. ELECTRICAL SERVICE, SWITCHGEAR, AND TRANSFORMER ARE LOCATED IN THIS ROOM. COORDINATE WITH THE ELECTRICAL. 20. LOCATION OF ROOF DRAIN ABOVE. SEE PLUMBING. -� CONSTRUCTION ABOVE n TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA FITNESS 5. POOL EQUIPMENT IS LOCATED IN THIS ROOM, COORDINATE WITH POOL DRAWINGS. 21. NOT USED. RD - ROOF DRAIN LINE LOCATION, SEE PLUMBING. PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA 6. 7. ARCHITECTURAL CASEWORK, SEE I.D. DRAWINGS. PAPER TOWEL DISPENSER, BY OTHERS. PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING AT REM. CONFIRM FINAL LOCATION WITH LA FITNESS VENDOR. 22. 23. ZOOM TV LOCATION. COORDINATE FINAL LOCATION IN FIELD WITH LAF VENDOR. KIDS KLUB N LOCATION. SEE I.D. DWGS. - - oo( OVERFLOW ROOF DRAIN LINE LOCATION, SEE PLUMBING. - LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. u_ 8. CLEANING SOLUTION DISPENSER, BY OTHERS. PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING AT ITEM. CONFIRM FINAL LOCATION WITH LA FITNESS 24. ROOF HATCH LADDER LOCATION. SEE DETAIL 11/A-6.3. ROOD HATCH BY SHELL CONTRACTOR. W WALL GRAPHICS, SEE I.D. DRAWINGS ZOOM TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA 9. VENDOR. HAND SANITIZER DISPENSER, BY OTHERS. PROVIDE FIRE -TREATED -WOOD BLOCKING AT ITEM. CONFIRM FINAL LOCATION WITH LA FITNESS VENDOR. 25. VENTILATED WALL BASE, THIS ROOM. SEE 2/A-2.15. WALL MIRRORS, SEE I.D. DRAWINGS L FITNESS PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. SEE 1/A-7.1. 10. VENDING MACHINES, BY OTHERS. 26. EXTEND WOOD ATHLETIC FLOORING FULLY UNDER THE DOOR AT THIS LOCATION. SEE 3&4/A-2.15. WALL MIRRORS WITH GRAPHICS ABOVE, SEE I.D. DRAWINGS ULLJ 11. FURNITURE, BY OTHERS. 27. EXISTING DOOR IS PART OF THE SHELL PACKAGE - N.I.C. REFER TO SHELL PACKAGE DRAWINGS FOR DOOR INFORMATION. GAME PANEL, BY PLAY E E EQUIPMENT VENDOR. CONFIRM % FULLY ENCLOSED FIRE EXTINGUISHER AND CABINET LOCATION. SEE 12. (NOT USED) 28. U11LTTY WORK SHOWN IS PART OF THE SHELL PACKAGE - N.I.C. REFER TO SHELL PACKAGE DRAWINGS FOR UTILITY INFORMATION. FINAL LOCATION WITH VENDOR PRIOR TO ENCLOSING F 2/A-7.1. 13. PARTIAL HEIGHT WALL SURROUND AT DRINKING FOUNTAIN. SEE R.C.P.S AND I.D. DRAWINGS. 29. STEEL COLUMNS AT BASKETBALL BACKSTOP. BY TENANT CONTRACTOR. SEE STRUCTURAL. WALLS. 5 WALL MOUNTED FIRE EXTINGUISHER AND WALL BRACKET. PROVIDE IN 14. STUB UP LOCATION FOR CASEWORK/FUTURE CASEWORK POWER. COORDINATE FINAL LOCATION IN FIELD WITH CASEWORK SUPPLIER PRIOR TO POURING o O SERVICE AREAS ONLY. SEE 2/A-7.1 SIM. MOUNT 4'-0" A..F.F. TO CONCRETE. SEE SLAB PLAN FOR DIMENSIONED LOCATIONS. TOP OF FIRE EXTINGUISHER. 15. AEROBICS ROOM SOUND EQUIPMENT CABINET, SPEAKERS, AND OUTLETS. SEE 6/A-7.1 AND I.D. DRAWINGS. 16. CYCLING ROOM SOUND EQUIPMENT CABINET, SPEAKERS, AND OUTLETS. SEE 5/A-2.11 AND I.D. DRAWINGS. 17. WOOD ATHLETIC FLOORING OVER VAPOR BARRIER OVER CONCRETE SLAB THIS ROOM. SEE 2,3,&4/A-2.15 FOR TYPICAL TRANSITION DETAILS AT PERIMETER OF y ROOM AND AT DOORS. GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, OR COLUMN CENTERLINE, UNLESS INDICATED OTHERWISE. 2. PRIOR TO ROUGH -IN, COORDINATE LOCATION OF ALL LAVATORIES, , SHOWER HEADS, MIRRORS, LIGHT FIXTURES, ELECTRICAL, AN ALL OTHER ITEMS THAT COINCIDE WITH TILE WORK SHOWN IN THE I.D. DRAWINGS.. TYPICALLY, WHERE THERE ARE ACCENT TILE BANDS, THESE ITEMS ARE CENTERED ON THE ACCENT TILE. IF THERE IS A DISCREPANCY BETWEEN THE I.D. DRAWINGS AND THE ACCESSIBILITY STANDARDS, REPORT THE DISCREPANCY TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. WHERE SHOWN IN THE I.D. DRAWINGS, MOUNT ELECTRICAL DEVICES HORIZONTALLY. 3. THERE ARE SHIFTS/OFFSETS IN THE FINISH WALL AND SOFFIT SURFACES. CONTRACTOR SHALL PROVIDE ALL NECESSARY FRAMING TO ACCOMMODATE THE FINAL LAYOUTS SHOWN IN THE INTERIOR DOCUMENTS. NOT ALL CONDITIONS MAY BE INDICATED ON THE ARCHITECTURAL PLANS; COORDINATE ALL FRAMING AND LAYOUT WORK WITH I.D. DRAWINGS. 4. APPROXIMATE LOCATIONS OF MISCELLANEOUS ACCESSORIES PROVIDED BY AN LAF VENDOR ARE NOTED IN THESE DRAWINGS. COORDINATE FINAL LOCATIONS AND QUANTITIES WITH LA FITNESS VENDOR PRIOR TO INSTALLING GYPSUM BOARD. PRIOR TO WALL ENCLOSURE, CONTRACTOR SHALL PROVIDE BLOCKING BEHIND ALL WALL MOUNTED ITEMS. THIS SHALL INCLUDE ALL CONTRACTOR AND OWNER FURNISHED ITEMS. 1. WALL MOUNTED ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, TOILET AND BATHROOM ACCESSORIES, KEYED STORAGE UNITES, FITNESS EQUIPMENT CLEANING ACCESSORIES (PAPER TOWEL DISPENSERS, CLEANING FLUID, AND HAND SANITIZERS), TELEVISIONS, GAME PANELS, AED DEVICE CABINETS, FIRE EXTINGUISHER BRACKETS AND CABINETS, AND ALL OTHER ITEMS MOUNTED TO THE WALLS. 2. COORDINATE FINAL LOCATIONS OF OWNER AND THIRD PARTY VENDOR FURNISHED ITEMS IN THE FlELD WITH LAF AND THE VENDOR. 3. AT WET AREAS, PROVIDE GALVANIZED METAL STRAP BLOCKING IN LIEU OF FIRE -RETARDANT -TREATED WOOD BLOCKING. 4. AT ALL OTHER AREAS, PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING, E; Q x............... ....� ... .. I :! I a / ;I A 14 -- � 7 128 1 I 23 KIDS UB i i ELEC. I 1 A-2.15 I I IIS I I ! -2.11 II CYCLING I I10 133 133A 0 I 24 I .�J 10 �• _-- -.. ----- _... 1 ] I I 58 1 (o� (ON JAN. 1 1 ti� I 1 134 i E l I25 � 3 , g .. ............................... �� 105C , �............ - J. 1 N)::-: cN I(�..RA 27 3< I a.' i ( I AEROBICS I I ( 6 131 I� I ------IIiiII1IIIi1I \I11 I - ------------------------------------------------------------------------------------------------Y=I€i-i ------------------------- ------------ -- ----�€i --------------- -i ------(I€IIi ------------- - -iEii - :,4`,.4i:;, ' BASKETBALL � IA 1-1138 III III �v 137� IIIII I.-rI -_�^ ❑❑ - I II -1- 1 AII. - II --- I-7-6 _5 164 -Ir _III1IIIII� .8 rfp, 1 o 108 G�EpN- s_ C_ + LFTER 113 ES SIC 109A d TIT0.26 V. VETON WATER SE RVICEIRRIA1] 6 110 p 717 eb 25 4114 (oroe 28 9 8 s 6 14 L 13 4(N) ] M.L.R. W.L.R.2 A-Q 21 .13.17 43A ..................................... -........... -...-.................................. . 132 CIRCUIT 139 N 29 LAR 1CIL ----------- - - -- --------------------------------------------------------------- ------ - ____-________________�=_---------____------------- - - (5) 4' ETALLIC TEL/DATA W.T.R. 144A 28 SA I13 A ------------------------ r----------------- - --------- ---------------------___ 7f: ---- r ----------------------- FIRE RR EXTE_NSION-r-- 22 4 �^ CIRC. I f I I I I I I 127 SIO. B A 129 IC V MIRRORS GRAPHE 115A I 7 TRAINING ' ALL EXTERIOR WORK IS BY THE SHFLL CONTRACTOR, I NO WORK'THIS AREA UNLESS f I I I 107 ( ( I 78 WORK IS SHOWN FOR INDICATED. OTHERWISE I I I I ; ( 1 ST.8 1 V 1f3 REFERENCE ONLY. E GRAPHIC nuinr I /12 11 C - �.................... F lid 1. �. '1.8 � .i." 7 2.8 2.9 3.4.1(N) (bN) 2 -5� FIRST FLOOR PLAN s/Liz ' 1►1�dI"�►�In��l►1 ...... ....... ................. ...... ...... ...... ................................ o •� j a STO Fil s .��14 r 10 �'I r•+.... ia�i 111 111 - i►I 111 111 iI�� ,II a 1■ _, IIS • �;I; ���� 1 ® 1E/ Nip, LL ILL 000 a��waV0 ml�-=w0z0Dz �I-o�Luzacr0 QC)> Via= U W Z O F- JY_ Zw0w� O�wQ�1=0th Ir LLJ Ix co LLI LIU a0 FF -u) 00=LLILU<w LL M V=C�>=01=- cl)�Q�O�H 1'1!2 N N O Z�0 0 CN Issue Date: 170264 ui Sheet No.: Am292 Drawn By: Z z O M KC N 9 - U of c:.� - O �t o v O 4-1 3 0 S' 3c U o rq L n �Q Qo L w W a p - U �F- O » " L ULLJ NF- M U w N 00 F U CK CN o o O LL -V) LL ILL 000 a��waV0 ml�-=w0z0Dz �I-o�Luzacr0 QC)> Via= U W Z O F- JY_ Zw0w� O�wQ�1=0th Ir LLJ Ix co LLI LIU a0 FF -u) 00=LLILU<w LL M V=C�>=01=- cl)�Q�O�H 1'1!2 N N O O O O Proj #: Issue Date: 170264 09-01-2017 Sheet No.: Am292 Drawn By: Checked By: WB/KC KC m 0 C O n U a o L°L � y o� Z Sheet Name: FIRST FLOOR PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: Am292 Drawn By: Checked By: WB/KC KC GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, OR COLUMN CENTERLINE, UNLESS INDICATED OTHERWISE. 2. PRIOR TO ROUGH -IN, COORDINATE LOCATION OF ALL LAVATORIES, , SHOWER HEADS, MIRRORS, LIGHT FIXTURES, ELECTRICAL, AN ALL OTHER ITEMS THAT COINCIDE WITH TILE WORK SHOWN IN THE I.D. DRAWINGS.. TYPICALLY, WHERE THERE ARE ACCENT TILE BANDS, THESE ITEMS ARE CENTERED ON THE ACCENT TILE. IF THERE IS A DISCREPANCY BETWEEN THE I.D. DRAWINGS AND THE ACCESSIBILITY STANDARDS, REPORT THE DISCREPANCY TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. WHERE SHOWN IN THE I.D. DRAWINGS, MOUNT ELECTRICAL DEVICES HORIZONTALLY. 3. THERE ARE SHIFTS/OFFSETS IN THE FINISH WALL AND SOFFIT SURFACES. CONTRACTOR SHALL PROVIDE ALL NECESSARY FRAMING TO ACCOMMODATE THE FINAL LAYOUTS SHOWN IN THE INTERIOR DOCUMENTS. NOT ALL CONDITIONS MAY BE INDICATED ON THE ARCHITECTURAL PLANS; COORDINATE ALL FRAMING AND LAYOUT WORK WITH I.D. DRAWINGS. 4. APPROXIMATE LOCATIONS OF MISCELLANEOUS ACCESSORIES PROVIDED BY AN LAF VENDOR ARE NOTED IN THESE DRAWINGS. COORDINATE FINAL LOCATIONS AND QUANTITIES WITH LA FITNESS VENDOR PRIOR TO INSTALLING GYPSUM BOARD. 32'-0" PRIOR TO WALL ENCLOSURE, CONTRACTOR SHALL PROVIDE BLOCKING BEHIND ALL WALL MOUNTED ITEMS. THIS SHALL INCLUDE ALL CONTRACTOR AND OWNER FURNISHED ITEMS. 1. WALL MOUNTED ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, TOILET AND BATHROOM ACCESSORIES, KEYED STORAGE UNITES, FITNESS EQUIPMENT CLEANING ACCESSORIES (PAPER TOWEL DISPENSERS, CLEANING FLUID, AND HAND SANITIZERS), TELEVISIONS, GAME PANELS, AED DEVICE CABINETS, FIRE EXTINGUISHER BRACKETS AND CABINETS, AND ALL OTHER ITEMS MOUNTED TO THE WALLS. 2. COORDINATE FINAL LOCATIONS OF OWNER AND THIRD PARTY VENDOR FURNISHED ITEMS IN THE FIELD WITH LAF AND THE VENDOR. 3. AT WET AREAS, PROVIDE GALVANIZED METAL STRAP BLOCKING IN LIEU OF FIRE -RETARDANT -TREATED WOOD BLOCKING. 4. AT ALL OTHER AREAS, PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING. KEYNOTES 1. PROVIDE 5/8" FIRE -RETARDANT -TREATED PLYWOOD BASE BEHIND CARPET BASE, THIS WALL. COORDINATE HEIGHT AND EXTEND WITH I.D. DRAWINGS. SEE 10/A-3.1. 2. PROVIDE 5/8" CEMENT BOARD BASE BEHIND TALL TILE BASE AT PERIMETER OF THIS ROOM. COORDINATE HEIGHT AND EXTEND WITH I.D. DRAWINGS. SEE 11/A-3.1. 3. HORIZONTAL WOOD BAND PANELING, THIS WALL. TYPICAL CONDITION, SEE 1 /A-7.4. 4. HORIZONTAL WOOD BAND PANELING, WITH UPLIGHT COMPONENT AND CONCEALED LIGHTING DRIVERS, THIS WALL. TYPICAL AT FREE WEIGHTS, SEE 2&3/A-7.4. 5. PARTIAL HEIGHT GYPSUM BOARD AND METAL STUD PILASTER BENEATH HORIZONTAL WOOD BAND PANELING. SEE 5/A-7.1 AND I.D. DRAWINGS. 6. INTERIOR SIGNAGE TYPE 1, ABOVE ("EYEBROW" AT MAJOR ROOM ENTRANCES) - SEE 4&5/A-7.4. FIELD VERIFY LED ENSURE LIGHT FIXTURES FIT WITHIN SIGNAGE, COORDINATE WITH LAF CASEWORK VENDOR.' 7. INTERIOR SIGNAGE TYPE 2, ABOVE ('SECONDARY" SIGNAGE AT VENDING, DRINKING U S 8. SE WALL TYPE F6 OR CONS RUCTION AT SHO ER WALL TILE. 9. FULL HEIGHT GYPSUM BOARD PILASTER, 2' D. 2 X. 6x6,FAUX GYKUM BAWD AND FETAL SkD COLD NS, SE,F\,7/A-7 •. 6 ? € 1. ;.'. } ( .1) ��.ut 2,1.5 (N) �j� j 3.3.1 (N) 3.4.2 (N) 3.7 (N) �I....._.._._._:�' � I 274'-8" 64'-0" 43, -0" 32-0" 23'-0" 23'-5" 15' 4A 40'-10" 25' 4 j (N) 423-3 " 3 28'-11' 6'-5 6'-11' 34'-7", I 10'-00, I U.R.R. FIRST FLOOR DIMENSION PLAN AND WALL TYPES 3/32"=1'-0" N] N) 00 N) LEGEND UNINSULATED, NON -RATED STUD WALL 1 H RATED WALL, INSULATE AS INDICATED ® 2HR RATED WALL, INSULATE AS INDICATED CONSTRUCTION ABOVE R -D _ ROOF DRAIN LINE LOCATION, SEE PLUMBING. _ OVERFLOW ROOF DRAIN LINE LOCATION, SEE PLUMBING. WIN- WALL GRAPHICS, SEE I.D. DRAWINGS MOM WALL MIRRORS, SEE I.D. DRAWINGS WALL MIRRORS WITH GRAPHICS ABOVE, SEE I.D. DRAWINGS GAME PANEL, BY PLAY EQUIPMENT VENDOR. CONFIRM FINAL LOCATION WITH LAF VENDOR PRIOR TO ENCLOSING WALLS. PIP WALLET LOCKER LOCATION. v AED CABINET LOCATION (PORTABLE DEFIBRILLATOR). ■ = STEEL COLUMN, SEE STRUCTURAL. TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA FITNESS PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. Lri= ZOOM TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA FITNESS PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. SEE 1/A-7.1. FULLY ENCLOSED FIRE EXTINGUISHER AND CABINET LOCATION. SEE 2/A-7.1. WALL MOUNTED FIRE EXTINGUISHER AND WALL BRACKET. PROVIDE IN SERVICE AREAS ONLY. SEE 2/A-7.1 SIM. MOUNT 4'-0" A..F.F. TO TOP OF FIRE EXTINGUISHER. NORTH (D z C (N) Proj #: Issue Date: 170264 32'-9" Sheet No.: U.R.R. FIRST FLOOR DIMENSION PLAN AND WALL TYPES 3/32"=1'-0" N] N) 00 N) LEGEND UNINSULATED, NON -RATED STUD WALL 1 H RATED WALL, INSULATE AS INDICATED ® 2HR RATED WALL, INSULATE AS INDICATED CONSTRUCTION ABOVE R -D _ ROOF DRAIN LINE LOCATION, SEE PLUMBING. _ OVERFLOW ROOF DRAIN LINE LOCATION, SEE PLUMBING. WIN- WALL GRAPHICS, SEE I.D. DRAWINGS MOM WALL MIRRORS, SEE I.D. DRAWINGS WALL MIRRORS WITH GRAPHICS ABOVE, SEE I.D. DRAWINGS GAME PANEL, BY PLAY EQUIPMENT VENDOR. CONFIRM FINAL LOCATION WITH LAF VENDOR PRIOR TO ENCLOSING WALLS. PIP WALLET LOCKER LOCATION. v AED CABINET LOCATION (PORTABLE DEFIBRILLATOR). ■ = STEEL COLUMN, SEE STRUCTURAL. TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA FITNESS PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. Lri= ZOOM TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA FITNESS PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. SEE 1/A-7.1. FULLY ENCLOSED FIRE EXTINGUISHER AND CABINET LOCATION. SEE 2/A-7.1. WALL MOUNTED FIRE EXTINGUISHER AND WALL BRACKET. PROVIDE IN SERVICE AREAS ONLY. SEE 2/A-7.1 SIM. MOUNT 4'-0" A..F.F. TO TOP OF FIRE EXTINGUISHER. NORTH (D L z C AND WALL TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2 0 2,, 1 0 z z MO M WB/KC Ln pap M r a--�r U \ S •Eo 0 Q v v 4-1 3 U F - � 'j 32 U o L Q m S L Wpp w ty z z - M O O O L V F M C O .n t o U O r` 0 0 .0 �0 CUD C-) L v AND WALL TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2 0 2,, 1 Drawn By: Checked By: WB/KC KC Co N \ S d ' 6 ` Sheet Name: v AND WALL TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2 0 2,, 1 Drawn By: Checked By: WB/KC KC Co N � m O O C O .n .0 to E p a S U° U g � 0 Z o Sheet Name: FIRST FLOOR DIMENSION PLAN AND WALL TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2 0 2,, 1 Drawn By: Checked By: WB/KC KC FIRST FLOOR REFLECTED CEILING PLAN 3/32"=1'-0" ALL EXTERIOR WORK, INCLUDING THE EXTERIOR LIGHTING, IS BY THE SHELL CONTRACTOR. WORK IS SHOWN FOR REFERENCE ONLY. D31 fB (N) (N) A.6 (N) o A.4 (N) NORTH (I KEYNOTES CN Proj #: Issue Date: 170264 09-01-2017 GENERAL SHEET NOTES A=2,,3 W CN0 1. NOT USED. 17. INTERIOR SIGNAGE TYPE 1, BELOW ('EYEBROW' AT MAJOR ROOM ENTRANCES), SEE 4&5/A-7.4. FIELD BY SHELL CONTRACTOR. 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, AND PIPING IN THE JOIST SPACE, AS CLOSE TO THE FLOOR/ROOF DECK 2. 30 L.F. OF FLUSH -SET 3" VENT CHANNEL, CENTERED ON SOFFIT. SEE 13/A-6.3. FRY REGLET E.I.F.S VERIFY LED STRIP LIGHT LENGTHS AT SIGNAGE PRIOR TO ORDERING, ENSURE LIGHT FIXTURES FlT WITHIN 30. LIGIFF FIXfURE BRIVERS MOUNTED % UNISTRIUFF. SEE BETAILS 5,6,7,8&9/A. NOT USED. CENTERLINE OF LIGHT FIXTURE, OR CENTERLINE OF STRUCTURE, UNLESS ABOVE, TO MAXIMIZE SPACE FOR DUCT INSTALLATION. SOFFIT VENT DRM-625-V-300, OR EQUAL. BY SHELL CONTRACTOR. SIGNAGE. COORDINATE WITH LAF CASEWORK VENDOR. 31. AT THIS LOCATION, THE HIGH, GYPSUM BOARD, LIGHT COVE EXTENDS OVER LOWER, WOOD CEILING. .0 U INDICATED OTHERWISE. 6. MECHANICAL DIFFUSERS AND GRILLES SHALL BE PREFINISHED IN 'WHITE' 3. eENfER HGIFF RXPdRE ON PIER, SEE ELPffRONS FOR MOLINTIN6 1186 NOT USED. 18. INTERIOR SIGNAGE TYPE 2, BELOW ('SECONDARY' SIGNAGE AT VENDING, DRINKING FOUNTAINS, AND OTHER Q ALIGN FINISH FACE OF GYPSUM BOARD CLOSURE PANEL AT WOOD CEILING WITH FACE OF GYPSUM BOARD 2. CONTRACTOR SHALL COORDINATE CEILING HEIGHTS WITH ALL Q TO MATCH THE CEILING TILES. WHERE DIFFUSERS AND GRILLES OCCUR IN , Uap 4. MOUNT BASKETBALL LIGHTS TIGHT TO ROOF DECK. � AREAS AS INDICATED), SEE 6&7/A-7.4. LIGHT COVE. SEE DETAILS. S/M/E/P/FA/FS COMPONENTS MOUNTED IN THE CEILING. PRIOR TO THE PAINTED GYPSUM BOARD SOFFITS, FlELD PAINT THE DIFFUSERS TO MATCH 5. 2430 CEILING ACCESS PANEL - SEE 15/A-7.2. 19. DROPPED WOOD CEILING AT AEROBICS AND CYCLING, SEE 1&3/A-7.5. 32• . NOT USED. START OF ALL CEILING WORK, INCLUDING DUCT FABRICATION AND THE SOFFIT COLOR. 6. 2430 EXTERIOR SOFFIT ACCESS PANEL, SEE 12/A-6.3. BY SHELL CONTRACTOR. 20. SIDE RETURN AT DROPPED WOOD CEILING, SEE 2/A-7.5. 33• . NOT USED. PLUMBING ROUGH -IN, THE CONTRACTOR SHALL PREPARE COORDINATION 7. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO 7. HEADER CONDITION AT POOL WINDOWS, SEE 5/A-7.2. 21. DASHED UNE IS THE LIMIT OF THE LAY -IN ACOUSTICAL TILE CEILING/FACE OF GYPSUM BOARD CLOSURE 34 NOT USED. a DRAWINGS FOR REVIEW AND COMMENT. INCLUDE ALL PERTINENT ELEVATION INFORMATION FOR S/M/E/P/FA/FS ITEMS AND ALL VERIFY QUANTITIES AND LOCATIONS WITH THE LOCAL AUTHORITY HAVING JURISDICTION. o 8. 9. SOFFIT CONDITION AT LOCKER ROOM VESTIBULE ENTRANCE, SEE 6/A-7.2. SOFFIT CONDITION AT POOL VESTIBULE ENTRANCE, SEE 7/A-7.2. 22. PANEL. SEE 1&2/A-7.5. EXPOSED ROOF JOIST/ROOF GIRDER LOCATION, SEE STRUCTURAL DRAWINGS. 35. 36. . NOT USED. NOT USED. CEILING/SOFFIT HEIGHTS. INDICATE ALL OFFSETS AND TRANSITIONS 8. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURE TYPES AND MODELS. SEE MECHANICAL DRAWINGS FOR ALL DIFFUSER TYPES AND SIZES. 10. DRY LOCATIONS), SEE 8/A-7.2. LIGHT COVE DETAIL 1 (8"W, ) 23. CONCENTRIC DIFFUSER LOCATION. INSTALLED BY THE SHELL CONTRACTOR. PAINTED BY TENANT 37' BUILDING MOLINTEB SITE LIGI FF LO BOXES, AND PULL LINES FOR SFFE REQUIRED TO CLEAR STRUCTURAL ELEMENTS. ALL POTENTIAL CONFLICTS WITH CEILING HEIGHTS OR ALIGNMENTS SHALL BE CLOUDED AND NOTED 9• PROVIDE PROTECTIVE CAGES ON ALL EXPOSED M/E/P/FA/FS ITEMS IN 11. LIGHT COVE DETAIL 2 (1'-3"W, DRY LOCATIONS), SEE 9/A-7.2. CONTRACTOR. ALL BOXES SIME SFF FLUSH WFFIl :HIE OUTSIDE THE DOCUMENTS FOR RESOLUTION BY THE ARCHITECT. THE BASKETBALL COURT. 12. LIGHT COVE DETAIL 3 (8"W, WET LOCATIONS), SEE 10/A-7.2. 24. CENTER RECESSED DOWNLIGHT ON POOL BEAM. COORDINATE IN FIELD. SEE 3IN . ALL ELECTRICAL AND MECHANICAL ITEMS LOCATED IN ACOUSTICAL CEILING 10. SEE A-7.2 FOR TYPICAL CEILING DETAILS: 1/A-7.2 FOR TYPICAL 13. LIGHT COVE DETAIL 4 (1'-3V, WET LOCATIONS), SEE 10/A-7.2. 25. FAUX WOOD TRUSS LOCATION, SEE ALL DETAILS ON A-2.10. CENTER ON PIERS ABOVE AT CLERESTORY. .NOT USED. PANELS SHALL BE POSITIONED AT THE MID OR QUARTER POINTS OF THE GYPSUM BOARD CEILING CONSTRUCTION, 2/A-7.2 FOR TYPICAL SHOWER 14. SYNTHETIC WOOD PANEL CEILING AT POOL, SEE 1,2,&3/A-7.3. 25. WOOD CEILING AND SUPPORTING GRID IN THIS AREA IS MANUFACTURER BY ARMSTRONG WORLD 38. OVERHEAD UTILITIES INSTALLED BY SHELL CONTRACTOR. NOTIFY ARCHITECT IF NOT AT THE LOCATIONS PANEL. ROOM CEILING CONSTRUCTION, AND 3&4/A-7.2 FOR TYPICAL SOFFIT 15. .. (NOT USED) 27, INDUSTRIES, SEE I.D. DRAWINGS AND SPECIFICATIONS. SUPPLY/RETURN AIR GRILLES. CENTER HORIZONTALLY IN EACH BAY OF THE CEILING. SEE SECTIONS A B INDICATED AND HELD TIGHT TO THE BOTTOM OF THE DECK. DO NOT PROCEED WITH WORK UNTIL 4. ALL LIGHTS, EMERGENCY SWITCHES, STROBES, DIFFUSERS, ETC., SHALL BE CENTERED. ALL STROBES SHALL BE CEILING MOUNTED. CONSTRUCTION, OTHER SPECIFIC DETAILS ARE NOTED ON THE PLAN. 16. EXPOSED ROOF DRAIN LINES, PAINT TO MATCH CEILING. WHERE ROOF DRAIN LINES PENETRATE SOFFIT, PROVIDE 3/8' CLEAR, FINISHED JOINT IN GYPSUM BOARD AT PERIMETER OF PIPE PENETRATION. SEAL . EACH SIDE CEILING. ALL GRILLES SHALL ALL BE FOR MOUNTING HEIGHTSGRILLES SHALL ALIGN 39. DISCREPANCIES HAVE BEEN RESOLVED. CONFIRM INSTALLATION CLEARANCE OF UTILITIES AT THIS CEILING FAN. NOTIFY ARCHITECT OF THE 5. ALL FIXTURES, CONDUITS, PIPING, DUCTWORK, ETC. SHALL BE MOUNTED 11. OPEN STRUCTURE CEILING AREAS VISIBLE TO THE PUBLIC, CONTRACTOR SHALL TAKE GREAT CARE TO CAREFULLY LAY OUT ALL UTILITIES/SYSTEMS WITH PAINTABLE JOINT SEALANT, STRUCK FLUSH.� 28. THE SAME SIZE. PAINT TO MATCH CEILING COLOR. � nn.nna n1A.1T nruA.An eru,an GRILLE M.TTr BL .nA, nnn\nnr FALSE r .T THISNOT USED. GRILLE DISCREPANCIES. DO NOT PROCEED WITH WORK UNTIL DISCREPANCIES HAVE BEEN RESOLVED. AS HIGH AS POSSIBLE TO ENSURE PROPER CLEARANCES AND CEILING IN A NEAT AND ORDERLY FASHION, SEE 9/A-7.5 FOR REQUIREMENTS. 29. . EXTERIOR SOFFIT MOUNTED SPEAKER LOCATION. COORDINATE FINAL LOCATION IN FIELD WITH LAF VENDOR. 40 SYNTHETIC WOOD PANEL CEILING AT SPA. SEE 6&7/A-7.6. HEIGHTS ARE MAINTAINED. CONTRACTOR SHALL LOCATE ALL CONDUITS CONTRACTOR SHALL PROVIDE A MOCK-UP IN THE FIELD OF TYPICAL � � 342 ��.(N> 3.7 (N) . ' (N) (N) INSTALLATION CONDITIONS. ACCEPTED MOCK-UP MAY BE PART OF THE FINISH WORK. 3f ` �< €...._.........�. 32r -0n 274'-8" (i 64'-0" ! 51'-9-21"! 43'-0" 40'-10" 42'- " A " s 32 -9 E? " 32'-0" ( 18'-1i" 13-10 5'-4" 23'-0" 23'-5" 25'-5" 28'-11" 6'-5 6' 34'-7", I 10'-0", �1. R. FIRST FLOOR REFLECTED CEILING PLAN 3/32"=1'-0" ALL EXTERIOR WORK, INCLUDING THE EXTERIOR LIGHTING, IS BY THE SHELL CONTRACTOR. WORK IS SHOWN FOR REFERENCE ONLY. D31 fB (N) (N) A.6 (N) o A.4 (N) NORTH (I J O LL 0 W Z ��E--wa0O� U ~ � z Z R�olxwzdW0 C14I=<W W O w W< M! 0 CL � c' W ft cn W U W tz O O O= W W Q W H W U0Of0H U) 0 W LL = MOO 51 ! O N_ O Z a CN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2,,3 W CN0 WB/KC c0 z Z 'r") M N m aj M r` U c O O �Olt a .0 U U L � Q Q Us N Q O w , Uap Z� ^L, W � M U° c O « 79 U LnM W OO _ a a r` Q o 0 o V) J O LL 0 W Z ��E--wa0O� U ~ � z Z R�olxwzdW0 C14I=<W W O w W< M! 0 CL � c' W ft cn W U W tz O O O= W W Q W H W U0Of0H U) 0 W LL = MOO 51 ! O N_ O ti r O N O I-- 0� 01 N_ O Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2,,3 Drawn By: Checked By: WB/KC c0 C O a .0 U C N Q d Z Z� U° c c~ 79 _ a a 0 Sheet Name: FIRST FLOOR REFLECTED CEILING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2,,3 Drawn By: Checked By: WB/KC KC 0 8 1 J i•EI•Islow ioil llI�Ii 1maIII Bill) minim G.B. N LLj I• G'l w I A III R 0 }Q 1'-11'. TYP. PANEL WIDTH. ROUTE INTO CLR. SPACE (3) EQ. U BETWEEN EACH - ......-....—.-..........-........ .........-............-.......-.......:... -..... -- 9'-8�' EQ. POOL ENLARGED SPA CEILING RECEPTION CASEWORK LIGHTING PLAN 1/8"=1'-0" N_ 8 POOL ENLARGED REFLECTED CEILING PLAN GENERAL SHEET NOTES 1. SEE A-2.3 FOR GENERAL SHEET NOTES AND KEYNOTES. GENERAL FIRE SUPPRESSION NOTES 1. WHERE A CEILING IS PROVIDED, ALL FIRE SUPPRESSION PIPING SHALL BE CONCEALED IN SOFFITS OR ABOVE CEILING. PROVIDE OFFSETS AS REQUIRED. 2. WHERE A CEILING IS PROVIDED, ALL FIRE SUPPRESSION HEADS SHALL BE CONCEALED TYPE. 2.1. EXCEPTION: AT POOL, PROVIDE SEM -RECESSED FIRE SUPPRESSION HEADS FACTORY FINISHED IN WHITE. PROVIDE APPROPRIATE CORROSION RESISTANT HEADS. LOCATE HEADS IN GYPSUM BOARD BEAMS AND SOFFITS. FIRE SUPPRESSION HEADS ARE NOT PERMITTED IN THE SYNTHETIC WOOD CEILINGS AT THE POOL 2.2. AT WOOD CEILINGS IN THE RECEPTION AREA, AEROBICS AND CYCLING; FACTORY FINISH CAPS TO MATCH WOOD CEILING. MATCH PPG 1076-5 'LOCOMOTION." 2.3. AT WOOD CEILINGS IN THE RECEPTION AREA, AEROBICS AND CYCLING; ALL HEADS/CAPS MUST BE CENTERED ON INDIVIDUAL BOARDS. COORDINATE LOCATIONS IN FIELD. 3. PROVIDE PROTECTIVE CAGES ON ALL HEADS IN THE BASKETBALL COURT. 4. CENTER ALL FIRE SUPPRESSION HEADS IN THE 2'x2' PORTION OF THE 2'x4' 'SECOND LOOK' CEILING TILE. 5. AT THE BASKETBALL COURT, THE FIRE SUPPRESSION MAIN SHALL BE LOCATED OUTSIDE THE ROOM WITH THE LATERAL LINES RUNNING PARALLEL WITH THE JOISTS. LOCATE VERTICALLY IN THE JOIST SPACE, AS HIGH UP AS ALLOWED BY CODE. 6. AT THE SKYLIGHTS, DO NOT RUN FIRE SUPPRESSION LINES ACROSS SKYLIGHT AREA. FIRE SUPPRESSION HEADS SHALL BE AT ONE SIDE OF THE SKYLIGHT, WHERE LEAST VISIBLE TO THE PUBLIC. 7. WHERE FIRE SUPPRESSION MAINS AND LATERALS RUN PARALLEL TO WALLS AND SOFFITS IN PUBLIC AREAS, DO NOT ROUTE THESE FIRE SUPPRESSION NEAR THE WALLS AND SOFFITS. MAINTAIN 6'-0' CLEAR (MINIMUM) FROM THIS CONSTRUCTION. IF FIRE SUPPRESSION MUST BE INSTALLED CLOSER THAN THIS FOR CODE REQUIREMENTS, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. 8. ROUTE PIPING AS CLOSE TO THE JOISTS/JOIST GIRDERS AS PERMITTED BY CODE. MOUNT AS CLOSE TO THE ROOF DECK AS PERMITTED BY CODE. ALL FIRE SUPPRESSION PIPING IN OPEN CEILING AREAS SHALL BE INDEPENDENTLY SUPPORTED FROM TOP CHORD OF JOISTS/JOIST GIRDERS. 9. FIRE SUPPRESSION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL FIRE SUPPRESSION HEADS WITH THE LIGHT FIXTURES, DIFFUSERS AND GRILLES, DUCTWORK, SKYLIGHTS, CEILING FANS AND OTHER CEILING MOUNTED ITEMS AS REQUIRED. THESE ITEMS SHALL NOT BE RELOCATED TO ACCOMMODATE FIRE SUPPRESSION HEADS; FIRE SUPPRESSION CONTRACTOR SHALL PROVIDE ADDITIONAL HEADS AS REQUIRED TO MAINTAIN R.C.P. LAYOUT SHOWN. LEGEND ARCHITECTURAL CEILING FINISH TAG. TOP LINE INDICATES MATERIAL TYPE. BOTTOM LINE INDICATES CEILING HEIGHT. 1 ACT1: ACOUSTICAL PANELS TYPE 1: 2'x4' WITH '2ND LOOK'. AM ACOUSTICAL PANELS TYPE 2: 2'x8' CEILING IN ONE ON ONE SPACE. G.B.: 5/8" GYPSUM BOARD. M,G•B•: 5/8' MOISTURE RESISTANT GYPSUM BOARD. 5/8' LATHE AND PLASTER WITH TILE FINISH. WPI: WOOD SLAT CEILING AT MAIN ENTRANCE AREA. WP_2:- OPEN WOOD SLAT SOFFIT/CLOUD. SWP: SIMULATED WOOD SLAT CEILING AT POOL AREA. E.S.: EXPOSED STRUCTURE, PAINTED. F.S.: FAUX SKYLIGHT IN ONE ON ONE SPACE. 2'x5' TRANSLUCENT PANEL AND GRID SYSTEM. 2x4 LAY -IN CEILING. SOLID LINES INDICATELINEAR WOOD PANEL CEILING. CEILING TEE LOCATIONS. DASHED LINE INDICATES 0AT RECEPTION AREA: MANUFACTURED CEILING. LOCATION OF '2ND LOOK' LINE IN PANEL • AT CYCLING AND AEROBICS: SHOP FABRICATED CEILING BY THE CASEWORK VENDOR. SEE INTERIOR: GYPSUM BOARD CEILINGS/SOFFITS 1,2,&3/A-7.5 AND I.D. DRAWINGS. EXTERIOR: EIFS CEILINGS/SOFFITS FAUX WOOD CEILING AT POOL. FIELD FABRICATED BY TILE CEILING OVER LATHE AND PLASTER THE CONTRACTOR. SEE 1,2,&3/A-7..3. FAUX SKYLIGHT IN ONE ON ONE SPACE. SEE SKYLIGHT LOCATION. SIZE VARIES. XX/XXX 2x8 CEILING SYSTEM IN ONE ON ONE SPACE. SEE XX/XXX. MECHANICAL ® SUPPLY DIFFUSER, SIZE VARIES 11 RETURN GRILLE, SIZE VARIES LINEAR SUPPLY DIFFUSER AT POOL, LENGTH VARIES ® EXHAUST GRILLE 8FT LONG LINEAR SUPPLY DIFFUSER AT ONE ON ONE CONCENTRIC DIFFUSER s WALL MOUNTED SUPPLY DIFFUSER W- WALL MOUNTED RETURN GRILLE L<�'„�j,<, UNIT HEATER ELECTRICAL 1. NOT ALL LIGHT FIXTURES MAY BE USED. 2. LIGHTS WITH SUFFIX DESIGNATION 'X' OR 'EM' ARE EMERGENCY LIGHT FIXTURES. 3. LIGHT FIXTURES WITH SUFFIX DESIGNATION V INDICATE DIMMER CONTROL CONNECTION POINT. 4. LIGHT FIXTURES WITH A (*) DESIGNATION ARE UP LIGHTS MOUNTED IN COVES. 5. LIGHT FIXTURES WITH A (CW) DESIGNATION ARE MOUNTED IN CASEWORK BELOW. PROVIDED AND INSTALLED BY CASEWORK VENDOR. 6. LIGHT FIXTURES WITH A (LK) DESIGNATION ARE MOUNTED ON THE TOP OF LOCKERS BELOW. PROVIDED AND INSTALLED BY THE CONTRACTOR. 7. LIGHT FIXTURES WITH A 'WET' DESIGNATION INDICATE TO PROVIDE THE FIXTURE IN A CONFIGURATION APPROVED FOR WET INTERIOR OR EXTERIOR LOCATIONS. 8. LIGHT FIXTURES WITH AN A DESIGNATION AFTER THE NUMBER ARE AN ALTERNATE FIXTURE FROM A DIFFERENT LIGHT VENDOR. ® F2: EXIT SIGN © F3/F3WET: LINEAR WALL MOUNT PENDANT AT SERVICE AREAS. MOUNT 8'-0' A.F.F. TO BOTTOM OF FIXTURE. PROVIDE WET -RATED FIXTURES AT LOCATIONS INDICATED. F4: EXTERIOR LIGHT AT EXIT DOORS ----------------i F6: PROVIDED BY MILLWORK VENDOR. PROVIDE POWER CONNECTION ONLY. MILLWORK VENDOR TO VERIFY FINAL LENGTH. �---------------a F7: PROVIDED BY MILLWORK VENDOR. PROVIDE POWER CONNECTION ONLY. MILLWORK VENDOR TO VERIFY FINAL LENGTH. -""""""'--- F9: CONT. COVE STRIP LIGHT, LENGTH VARIES. MAXIMUM SECTION LENGTH IS 21'-0'. CONTRACTOR TO VERIFY FINAL LENGTH. F10: POOL WALL LIGHT, RECESS -MOUNTED IN VERTICAL FACE OF SOFFIT. SEE 1&2/A-7.3. o F11: RECESSED DOWN LIGHT F"--"----""'- F12: CONT. COVE STRIP UP -LIGHT, LENGTH VARIES. MAXIMUM SECTION LENGTH IS 21'-0'. • SEE 4/A-7.5 WHERE INSTALLED AT ROOF JOISTS IN OPEN CEILING AREAS. • CONTRACTOR VERIFY FINAL LENGTHS. WHERE INSTALLED AT ROOF JOISTS, ENSURE LIGHTING DOES NOT EXTEND BEYOND END OF BOTTOM CHORD OF ROOF JOIST. ® F13A: CIRCULAR SCONCE AT TOILET ROOM, CEILING MOUNTED. o F14: HIGH -BAY RECESSED DOWN LIGHT F15: EXTERIOR AIMABLE UP -LIGHT. MOUNTED AT TOP OF WINDOW CANOPIES F16/F16H: 20 LAY -IN LIGHT FIXTURE F17: 8FT LINEAR PENDANT LIGHT IN PUBLIC AREAS. MOUNT 18" BELOW FINISH CEILING TO TOP OF FIXTURE. F18: COVE UP -LIGHT AT FRONT OF WOOD CEILINGS IN AEROBICS AND CYCLING. SEE 1/A-7.5 F19: PENDANT LIGHTS AT MAIN ENTRANCE, RECEPTION, SALES, AND SOCIAL AREA. SEE 5/A-7.3 FOR INSTALLATION. ® F20: COVE LIGHT AT TOP OF LOCKERS. CENTER ON LOCKERS AS SHOWN. SEE 2/A-2.13. ® F21: EXTERIOR WALL SCONCE, DOWNLIGHT ONLY F21A: EXTERIOR WALL SCONCE, UP AND DOWN LIGHT ® F22: LINEAR WALL MOUNTED LAVATORY LIGHT. INSTALLED LONG DIRECTION HORIZONTAL ° F22: LINEAR WALL MOUNTED LAVATORY LIGHT. INSTALLED LONG DIRECTION VERTICAL. O F24: HIGH BAY LIGHT FIXTURE AT BASKETBALL ® F25: CIRCULAR SCONCE AT SHOWER ROOM AND POOL RINSE SHOWER, WAIL MOUNTED. SEE 2/A-2.12.1 AND 2/A-2.13.1. Q F25: CIRCULAR SCONCE AT SHOWER ROOM, CEILING MOUNTED. ® F26: RECESSED, AIMABLE SPOT LIGHTS IN ONE ON ONE SPACE. F27: LINEAR LIGHT FIXTURES IN ONE ON ONE SPACE. INSTALLED BEHIND THE FAUX SKYLIGHT. SEE XX/XXX. ----------------a F29: CONT. STRIP BACKLIGHT, INSTALLED AT BACK EDGE OF MIRROR. SEE I.D. DRAWINGS. ® F30: WALL MOUNTED LIGHT IN POOL EQUIPMENT STORAGE ROOM. MOUNT 8'-0" A.F.F. TO BOTTOM OF FIXTURE CF -1: PENDANT MOUNT CEILING FAN, 60'D. SEE 14/A-7.2. CF -2: PENDANT MOUNT CEILING FAN, 144"D. SEE 11,12,&13/A-7.2. DRIVER, QTY. VARIES UNISTRUT ,LH .LL LIGHT FIXTURE DRIVERS, MOUNTED TO UNISTRUT. DRIVER QUANTITY VARIES, SEE R.C.P.s AND 5,6,7,8&9/A-7.5. SUSPENDED LINEAR PENDANTS, HIGH CEILING AREAS. 8FT LONG, UNLESS INDICATED OTHERWISE. MOUNT 16FT A.F.F. SUSPENDED LINEAR PENDANTS, HIGH CEILING AREAS. 8FT LONG, UNLESS INDICATED OTHERWISE. MOUNT 10FT A.F.F. � LL J } O J 0 w z a w w CL V 0 za ,w m�=w0z "W�'?WaoI?:: o w o R w z M w 0 Q_>U) w0- 0�w¢�~0�� xwrerd:O CL w Z 3:0 00=wwaw�-w U 0 Of Q 2 prWi0�~ r_ Z o0 Prot #: Issue Date: 170264 Ln Sheet No.: A=2*3*1 Drawn By: Checked By: WB/KC KC O Z Z OM M o 0 c 'O O U b0� N W N > Q N s ID rora 3: _C: U o-rq i °Q C cc ")s `" L o w W N z pp M Co O " L s Nl c 0 M 0 w F- 00 L) Q o o 0 C14 w o .r � LL J } O J 0 w z a w w CL V 0 za ,w m�=w0z "W�'?WaoI?:: o w o R w z M w 0 Q_>U) w0- 0�w¢�~0�� xwrerd:O CL w Z 3:0 00=wwaw�-w U 0 Of Q 2 prWi0�~ r_ r. o0 Prot #: Issue Date: 170264 09-01-2017 Sheet No.: A=2*3*1 Drawn By: Checked By: WB/KC KC $ o 0 N N N OR ID cc O O Co c 0 C .r �U d C Z ti u0. � 0 U c � H 0 Z CD Sheet Name: FIRST FLOOR DETAIL REFLECTED CEILING PLANS Prot #: Issue Date: 170264 09-01-2017 Sheet No.: A=2*3*1 Drawn By: Checked By: WB/KC KC '"'^ 6 vn """" w ""' ""' V ovn rVR %,VI`IUUII IV RUN v�o^�ou•� vo owv"o CEILING TO BRING SPEAKER WIRES TO CD ABOVE CEILING TO BRING IN PLAYER/AMP CONTROL WIRE FROM FIRE ALARM PANEL CYCLING ROOM AV DETAIL ELEVATION 1/2"=1'-0" WALL CONSTRUCTION, SEE WALL TYPES. SCHEDULED WINDOW AND GLAZING NOTE: ALL WIRING FOR SOUND SYSTEM SHALL BE CONCEALED IN ADJACENT WALL CONSTRUCTION AND HORIZONTAL WOOD SLAT PANELING. EXPOSED WIRES WILL NOT BE ACCEPTED. RAILING AT STEPS, / \ RAILING AT FRONT BEYOND / \ OF RISER / \ RAILING AT A 1 6' CONCRETE SLAB D FOAM 6" CONCRETE STAIR RISER ON RIGID FOAM INSULATION. SLAB BEYOND INSULATION. SEE STRUCTURAL. 4 LING ROOM RISER SECTION �0LLI0 Proj #: Issue Date: 170264 09-01-2017 CL Am2ell NOTE: z 101, M WB/KC PROVIDE SHOP DRAWINGS FOR ARCHITECT'S 0 /AUGNDOW REVIEW AND APPROVAL PRIOR TO U� FABRICATION. (1)o Q) SUM 1 1/2" DIA. PAINTEDSTEEL PIPE, 3 u CURVE AS REQUIRED PER PLAN. MITER AND ALL OUTSIDE CORNERS 00 GLAZING. 1 1/2" DIA. PAINTED STEEL PIPE o rq SUPPORT BEYOND m Q 0 n. U Q VINYL TRANSITION STRIP CONTRACTOR IS RESPONSIBLE FOR L CONNECTION TO EXISTING SLAB. SHOP w ap CONT. TOP TRACK DRAWINGS AND CALCULATIONS SIGNED AND ~ z - SEALED BY A LICENSED STRUCTURAL o VJ CONT. FORM STOP, CURVED ENGINEER TO BE SUBMITTED FOR REVIEW. AS REQUIRED, TYP. " SHEET VINYL OVER CONCRETE SLAB ON RIGID FOAM INSULATION. SEE STRUCTURAL. ON RIGID FOAM INSULATION. r ,, 5/8"GYP. BD. OVER 3/4" FIRE RETARDANT TREATED s PLYWOOD AND 7/8" METAL Uj } . FURRING. FIELD PAINT, Uj Z SEE I.D. DRAWINGS. F M 6" '3 YCLING ROOM RISER END SECTION A-2.11 J 1"=l' -O" NOTE: PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO FABRICATION. VINYL TRANSITION STRIP CONT. TOP TRACK CONT. FORM STOP, CURVED AS REQUIRED, TYP. 5/8"GYP. BD. OVER 3/4" FIRE RETARDANT TREATED PLYWOOD AND 7/8" METAL FURRING. FIELD PAINT, SEE I.D. DRAWINGS. 0-2- A-2.11 SHEET VINYL OVER CONCRETE SLAB IGRAL VINYL BASE WALL BASE, SEE I.D. DWGS R__�a SCHEDULED DOOR, SEE DOOR SCHEDULE 1 1/2- DIA. PANED STEEL PIPE, CURVE REQUIRED PER PLAN. MI ALL OUTSIDE CORNE 1 1 " DIA. PAINTED STEEL P SUPPORT BEYOND CONTRACTOR IS RESPONSIBLE FOR CONNECTION TO EXISTING SLAB. SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER TO BE SUBMITTED FOR REVIEW. SHEET VINYL OVER CONCRETE SLAB ON RIGID FOAM INSULATION. SEE STRUCTURAL. RIGID FOAM INSULATION. / 1 1/2" I 1/2" YCLING ROOM RISER RAILING DETAIL 1"=1'-0" o- - GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN FROM FACE OF STUD OR MASONRY/CONCRETE, OR CENTERLINE OF STRUCTURE, UNLESS INDICATED OTHERWISE. 2. DO NOT LOCATE ANY DEVICES IN MIRRORS. THIS INCLUDING, BUT IS NOT LIMITED TO, OUTLETS, SWITCHES AND OCCUPANCY SENSORS. 3. DO NOT LOCATE ANY DEVICES IN WALL GRAPHICS UNLESS FULL WALL GRAPHICS UNLESS REQUIRED BY CODE OR OPERATION. THIS INCLUDES, BUT IS NOT LIMITED TO, OUTLETS, SWITCHES, AND OCCUPANCY SENSORS. 4. DO NOT LOCATE ANY DEVICES IN GRAPHIC PANELS INSTALLED INSIDE GYPSUM BOARD FRAMES OR IN THE GYPSUM BOARD FRAME ITSELF. THIS INCLUDES, BUT IS NOT LIMITED TO, OUTLETS, SWITCHES, AND OCCUPANCY SENSORS. 5. G.C. TO COORDINATE OCCUPANCY SENSOR IN THE ROOM, COORDINATE INSTALLATION WITH I.D. DRAWINGS. 6. WHERE OUTLETS ARE TO BE INSTALLED BELOW MIRRORS WITH LOW BOTTOM ELEVATIONS, TURN OUTLET HORIZONTALLY AND MOUNT IN SPACE BETWEEN MIRROR AND WALL BASE. COORDINATE WITH I.D. DRAWINGS. KEYNOTES 1. MIRRORS WITH HORIZONTAL WOOD BAND PANELING AND LIGHT COVE ABOVE, THIS WALL. SEE 1&3/A-7.5. COORDINATE LOCATIONS AND SIZES WITH I.D. DRAWINGS. 2. FULL WALL GRAPHIC, THIS WALL. COORDINATE WITH I.D. DRAWINGS. 3. MIRRORS, THIS WALL. COORDINATE WITH I.D. DRAWINGS. AND LAF VENDOR. 4. SPEAKER MOUNTING LOCATION. 5. POWER AND DATA LOCATION FOR INSTRUCTOR'S PODIUM. 6. INSTRUCTOR'S PODIUM. 7. NOT USED. 8. ADA -COMPLIANT FLOOR THRESHOLD. 9. EDGE OF WOOD CEILING ABOVE. SEE R.C.P. FOR INFORMATION. 10. . NOT USED. 11. . NOT USED. 12. . NOT USED. 13. INTERIOR SIGNAGE TYPE 1 ABOVE. SEE 4&5/A-7.4. 14. ". NOT USED. 15. . NOT USED. 16. SNRS. (7) POSTS TOTAL. DISTANCE BETWEEN Wil P0 - SII 1 NOT EXCEED .' On..NOT USED. ` 17. . NOT USED. 19. PARTIAL HEIGHT GYPSUM BOARD AND METAL STUD PILASTER BENEATH HORIZONTAL WOOD BAND PANELING. SEE 5/A-7.1 AND I.D. DRAWING . 20. NOT USED. 21. AT THIS LOCATION, WRAP COLUMN IN " METAL FURRING CHANNELS AND I" GYPSUM BOARD. 5.3 5.7 T .7� 5.6 ENLARGED CYCLING PLAN 1/4"=1'-0" F- LL J O W Z Qw�wdV9Q� W�-XWOz6Dz ^w�-2of � �Uj ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1"x2" UNGLAZED, SUP -RESISTANT,-', \1 T -f , RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT EQ. EQ. DIRECTLY AGAINST IT. 4 1/4"x4 1/4° POOL DEPTH MARKERS. TEXT ALWAYS FACES TOWARDS THE WATER AS SHOWN. SEE POOL DRAWINGS. • 1 i I s I t tI'T 0 IN � 3 .r { 'r i A CONTINUOUS, RECESSED POOL GUTTER/COPING. SEE 5/A-2.12.1. NON-FROSTPROOF COBAL 2x6 3/4"MIN., 2" MAX. 3. t WB/KC E E : EDGE OF POOL COPING POOL WATER SURFACE BELOW 1"x1" UNGLAZED, SUP -RESISTANT ~ WALL WALL TILE AT POOL DECK. SEE I.D. DRAWINGS. U PLAN AT DECK EDGE TILE PIECE IS A 1"x2" UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. T.O. TI DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT. FLOOR BEYOND LINE OF SPA BENCH V.I.F. FlOR ONISOH FL ,....... }.. .. ... .... _., ._.z_. _ e._ . o � I 3 C5 BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. LA, r 1"x1" UNGLAZED, SUP -RESISTANT WALL TILE AT GUTTER/POOL COPING. SEE I.D. m DRAWINGS. ELEVATION IN SPA TYPICAL TILE WALL - SPA 1 "=1'-0" 0 4 1/4"0 1/4" POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. TILE AT THIS AREA IS INSTALLED OVER THIK-SET MORTAR BED. SHOWN FOR INSTALLATION REFERENCE. SLOPE TO DRAIN 1/4" PER FOOT. EDGE TILE PIECE IS A 1-x2- UNGLAZED, 1 "x1" UNGLAZED, SUP -RESISTANT CERAMIC TILE OVER THICKSET SLIP -RESISTANT, RADIUSED POOL NOSING EDGE MORTAR BED OVER RECESSED CONCRETE SLAB, SEE I.D. TRIM. DEPTH MARKER TILES BUTT DIRECTLY 2" AGAINST IT. SEE I.D. DRAWINGS. DRAWINGS. SLOPE TO DRAIN. FINISH FLOOR 0'-0* Y )T41CU N< 41 7 UNGLAZED, SUP -RESISTANT r } LK TILE, SEE POOL AND I.D. i DRAWINGS. ; F PROVIDE 1"x1" BULLNOSE TRIM AT 1 BOTTOM OF TILE INSTALLATION :V SPA PLASTER FINISH, SEE i 4; POOL DRAWINGS. SPA BENCH, SEE SPA DRAWINGSCONFIRM THICKNESS - - - - - - - - - - - - WITH POOL CONTRACTOR u li CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL DRAWINGS ,4 SHOTCRETE/GUNNTTE CONCRETE SPA WALL, SEE SPA �.t <:� �►`a �, �i DRAWINGS NOTES: 1. DIMENSIONS SHOWN ARE TO FINISH FACE OR CENTERLINE OF TILE AND EQUIPMENT UNLESS NOTED OTHERWISE. 2. DIMENSIONS AT SPA COPING ARE BASED UPON ACTUAL TILES SIZE INFORMATION PROVIDED BY MANUFACTURER. COORDINATE ALL FINAL DIMENSIONS IN FIELD TO USE COMPLETE TILES. 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, AND ACCESSORIES REQUIRED FOR TILE LAYOUT AS SHOWN. 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, AND POOL SUBCONTRACTOR SHALL COORDINATE INSTALLATION OF ALL TILE PRODUCTS. ALL TILE SHALL HAVE A CONSISTENT INSTALLATION APPEARANCE REGARDLESS OF WHO PERFORMS ALL, OR A PORTION, OF THE WORK. TYPICAL COPING AT SPA W=1'-0" STANDARD SQUARE TILE. PROVIDE WITH MANUFACTURER'S SUP RESISTANT, ABRASIVE I Li 7 COATING. SET TOP OF TILE I FLUSH WITH PLASTER FINISH. ( i C; PROVIDE RECESS AT FRONT OF - STEP AS REQUIRED. DALTILE DETAIL (PREFERRED DETAIL) POOL/SPA PLASTER FINISH, SEE POOL DRAWINGS. NOTES: 1. OBTAIN APPROVAL OF 11LE USED FOR NOSING FROM AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH THE WORK. 2. 2x2 DALTILE IS THE PREFERRED DETAIL, AS ALL OTHER TILE USED IN THE PROJECT IS FROM DALTILE. DO NOT USE ALTERNATE OPTION UNLESS AUTHORITY HAVING JURISDICTION WILL NOT ACCEPT THE PREFERRED DETAIL. r2� TYPICAL STEP/SPA BENCH WARNING TILE INSTALLATION C �? TILE SPECIALTIES, INC. PER PLAN 'r i A CONTINUOUS, RECESSED POOL GUTTER/COPING. SEE 5/A-2.12.1. NON-FROSTPROOF COBAL 2x6 3/4"MIN., 2" MAX. 3. t WB/KC BULLNOSE TILE A4200. � 9 t ( Z M AUTHORITY HAVING JURISDICTION. PROVIDE METAL STRAP BLOCKING PROVIDE WITH MANUFACTURER'S DRAINS. DECK SHALL BE EASILY CLEANABLE AND SUP RESISTANT. AT ALL ITEMS. -I-J U STANDARD SUP RESISTANT 18. POOL PHONE AND EMERGENCY SHUT-OFF BY POOL CONTRACTOR. SEE „ COATING. SET TOP OF TILE 4. ADA -COMPLIANT POOL UFT. COORDINATE EXACT LOCATION OF POOL UFT WITH POOL CONTRACTOR. COORDINATE ALL ANCHORING 111 � 2"X2" SLIP -RESISTANT TILES AT STEPS - BY POOL CONTRACTOR. SEE POOL DRAWINGS. SET 2" BACK FROM STAIR NOSING. SEE A FLUSH WITH PLASTER FINISH. `` c„' 20. PROVIDE RECESS AT FRONT OF U AND 1/A-2.12.1. 21. CURB WITH TILE BASE AT ALL STOREFRONT WINDOWS. RETURN TILE STEP AS REQUIRED. I Q SHOTCRETE/GUSTEPS 7. POOL/SPA PLASTER FINISH, I L, 4 BECONCRETE AND/ORSPA BENCNITE H COORDINATE ALL ANCHORING REQUIREMENTS WITH THE POOL SEE POOL DRAWINGS. POOL RINSE SHOWER - SEE 7&8/A-2.12.1 FOR LAYOUT INTENT OF /L W CONTRACTOR. M OF PLUMBING FIXTURES AND WALL SCONCE LIGHT. COORDINATE 8. POOL SIGN AND RULES. INSTALLATION WITH I.D. DRAWINGS. 9. TILE SPECIALTIES, INC. DETAIL (ALTERNATE DETAIL) LOW EXHAUST AIR DUCTWORK AND GRILLE. SEE 4/A-2.12.1 AND I.D. DALTILE KEYSTONES 2x2 STAINLESS STEEL TOWEL HOOKS. PROVIDE METAL STRAP BLOCKING DRAWINGS. BULLNOSE TILE S-886. BEHIND ALL TOWEL HOOKS. SEE I.D. DRAWINGS FOR LENGTHS AND 25. POOL BENCH L OGATION CCE I.B. DRAWINGS FOR SIZES.� NOT USED. PROVIDE WITH MANUFACTURER'S MOUNTING HEIGHTS. 26. 1"X1" SLIP RESISTANT TILE WALL TARGET. SEE 6/A-2.12.1. 11. SUP RESISTANT, ABRASIVE PER PLAN I 4A Y� FOOT TO DRAINS (MAX.). COATING. SET TOP OF TILE NOT USED. a POOL EQUIPMENT SHOWN IS FOR REFERENCE ONLY AND IS BY POOL 29. AED CABINET LOCATION. SEE 4/A-7.1, COORDINATE WITH I.D. FLUSH WITH PLASTER FINISH. CONTRACTOR, SEE POOL DRAWINGS. POOL EQUIPMENT SHALL BE 2" 111 MOUNTED ON A CONCRETE HOUSEKEEPING PADS, SLOPED TO DRAIN. PROVIDE RECESS AT FRONT OF , BENEATH SEE STRUCTURAL DRAWINGS AND 2/A-2.12.1 FOR HOUSEKEEPING7.1 AND STEP AS REQUIRED. PADS.BPAWINCS - - - - - - - - -� �' SHOTCRETE/GUNNTTE CONCRETE ADA -COMPLIANT THRESHOLD. a 14. 4j" x 4j" SQUARE TILE DEPTH MARKERS, TEXT AS SHOWN ON PLAN, 2 S STEEL HANDRAIL AT SHORT DECK AREAS OF SPA. ALIGN STEPS AND/OR SPA BENCH DALTILE KEYSTONES 2x2 N CONTRACTOR. SEE POOL DRAWINGS. TILES SHALL BE CONSISTENT `� ;� STANDARD SQUARE TILE. PROVIDE WITH MANUFACTURER'S SUP RESISTANT, ABRASIVE I Li 7 COATING. SET TOP OF TILE I FLUSH WITH PLASTER FINISH. ( i C; PROVIDE RECESS AT FRONT OF - STEP AS REQUIRED. DALTILE DETAIL (PREFERRED DETAIL) POOL/SPA PLASTER FINISH, SEE POOL DRAWINGS. NOTES: 1. OBTAIN APPROVAL OF 11LE USED FOR NOSING FROM AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH THE WORK. 2. 2x2 DALTILE IS THE PREFERRED DETAIL, AS ALL OTHER TILE USED IN THE PROJECT IS FROM DALTILE. DO NOT USE ALTERNATE OPTION UNLESS AUTHORITY HAVING JURISDICTION WILL NOT ACCEPT THE PREFERRED DETAIL. r2� TYPICAL STEP/SPA BENCH WARNING TILE INSTALLATION C �? 10 POOL, BY POOL CONTRACTOR. SEE POOL DRAWINGS. t 'r i 2. CONTINUOUS, RECESSED POOL GUTTER/COPING. SEE 5/A-2.12.1. .L 0,p HOOK AND RING BUOY - BY POOL CONTRACTOR. SEE POOL 3. POOL DECK, CERAMIC TILE OVER THICKSET MORTAR BED OVER WB/KC DRAWINGS. COORDINATE FINAL LOCATION FIELD WITH LOCAL � 9 t 1 Z M AUTHORITY HAVING JURISDICTION. PROVIDE METAL STRAP BLOCKING (n DRAINS. DECK SHALL BE EASILY CLEANABLE AND SUP RESISTANT. AT ALL ITEMS. -I-J U NOTE: TILE RETURNS AT UP OF POOL EDGE, SEE 5/A-2.12.1. REFER 18. POOL PHONE AND EMERGENCY SHUT-OFF BY POOL CONTRACTOR. SEE TO I.D. DRAWINGS. POOL DRAWINGS AND ELECTRICAL. 4. ADA -COMPLIANT POOL UFT. COORDINATE EXACT LOCATION OF POOL UFT WITH POOL CONTRACTOR. COORDINATE ALL ANCHORING 111 � 2"X2" SLIP -RESISTANT TILES AT STEPS - BY POOL CONTRACTOR. SEE POOL DRAWINGS. SET 2" BACK FROM STAIR NOSING. SEE A REQUIREMENTS WITH THE POOL CONTRACTOR. 5. PLASTIC, LINEAR POOL DECK SLOT DRAIN, SEE PLUMBING DRAWINGS 20. POOL DRAIN - BY POOL CONTRACTOR. SEE POOL DRAWINGS. U AND 1/A-2.12.1. 21. CURB WITH TILE BASE AT ALL STOREFRONT WINDOWS. RETURN TILE 6. ADA -COMPLIANT HI -LO ELECTRIC DRINKING FOUNTAIN. Q OVER TOP OF CURB TO STOREFRONT WINDOW. 7. POOL HANDRAIL AND LADDER/POOL HANDRAIL, SEE POOL DRAWINGS. 22. CONCRETE PAD FOR POOL EQUIPMENT. SEE 2/A-2.12.1. COORDINATE ALL ANCHORING REQUIREMENTS WITH THE POOL 23. POOL RINSE SHOWER - SEE 7&8/A-2.12.1 FOR LAYOUT INTENT OF /L W CONTRACTOR. M OF PLUMBING FIXTURES AND WALL SCONCE LIGHT. COORDINATE 8. POOL SIGN AND RULES. INSTALLATION WITH I.D. DRAWINGS. 9. WALL GRAPHIC LOCATION, SEE I.D. DRAWINGS. 24. LOW EXHAUST AIR DUCTWORK AND GRILLE. SEE 4/A-2.12.1 AND I.D. 10. STAINLESS STEEL TOWEL HOOKS. PROVIDE METAL STRAP BLOCKING DRAWINGS. L BEHIND ALL TOWEL HOOKS. SEE I.D. DRAWINGS FOR LENGTHS AND 25. POOL BENCH L OGATION CCE I.B. DRAWINGS FOR SIZES.� NOT USED. MOUNTING HEIGHTS. 26. 1"X1" SLIP RESISTANT TILE WALL TARGET. SEE 6/A-2.12.1. 11. FLOOR DRAIN, SEE PLUMBING DRAWINGS. SLOPE FLOOR 1/4" PER 27. POOL WALL LIGHT. SEE POOL DRAWINGS AND ELECTRICAL DRAWINGS. FOOT TO DRAINS (MAX.). 28. NOT USED. a POOL EQUIPMENT SHOWN IS FOR REFERENCE ONLY AND IS BY POOL 29. AED CABINET LOCATION. SEE 4/A-7.1, COORDINATE WITH I.D. 0 CONTRACTOR, SEE POOL DRAWINGS. POOL EQUIPMENT SHALL BE p DRAWINGS. MOUNTED ON A CONCRETE HOUSEKEEPING PADS, SLOPED TO DRAIN. 30. , BENEATH SEE STRUCTURAL DRAWINGS AND 2/A-2.12.1 FOR HOUSEKEEPING7.1 AND PADS.BPAWINCS .. �* NOT USED. / ADA -COMPLIANT THRESHOLD. 14. 4j" x 4j" SQUARE TILE DEPTH MARKERS, TEXT AS SHOWN ON PLAN, 2 S STEEL HANDRAIL AT SHORT DECK AREAS OF SPA. ALIGN SUPPLIED BY POOL CONTRACTOR AND INSTALLED BY TILE E OF SPA WALL AS SHOWN. 7SPA. CONTRACTOR. SEE POOL DRAWINGS. TILES SHALL BE CONSISTENT E 2/A-2.12 FOR BENCH EDGE TILE AND 3&4/A-2.12 FOR SIZE AND BACKGROUND COLOR WITH CONSISTENT FONT STYLE AND SPA COPING. SIZE, AND CONSISTENT GRAPHICS. ORIENT TILES AS SHOWN ON PLAN. y ALL DEPTH MARKERS SHALL INCLUDE A 'NO DIVING' TILE. 0 Z 15. 1"X1" SUP -RESISTANT TILE RACING LANE MARKERS AT POOL FLOOR, BY POOL CONTRACTOR. SEE POOL DRAWINGS. 16. RACING LANE MARKER LINES AND STAINLESS STEEL WALL ANCHORS, BY POOL CONTRACTOR. SEE POOL DRAWINGS. LL 0 �1 m g i o Z Bull C' c�.E III ps 10 POOL, BY POOL CONTRACTOR. SEE POOL DRAWINGS. t 'r i 2. CONTINUOUS, RECESSED POOL GUTTER/COPING. SEE 5/A-2.12.1. .L 0,p HOOK AND RING BUOY - BY POOL CONTRACTOR. SEE POOL 3. POOL DECK, CERAMIC TILE OVER THICKSET MORTAR BED OVER WB/KC DRAWINGS. COORDINATE FINAL LOCATION FIELD WITH LOCAL � 9 t RECESSED CONCRETE SLAB. PROVIDE 1/4" PER FOOT SLOPE TO Z M AUTHORITY HAVING JURISDICTION. PROVIDE METAL STRAP BLOCKING (n DRAINS. DECK SHALL BE EASILY CLEANABLE AND SUP RESISTANT. AT ALL ITEMS. -I-J U NOTE: TILE RETURNS AT UP OF POOL EDGE, SEE 5/A-2.12.1. REFER 18. POOL PHONE AND EMERGENCY SHUT-OFF BY POOL CONTRACTOR. SEE TO I.D. DRAWINGS. POOL DRAWINGS AND ELECTRICAL. 4. ADA -COMPLIANT POOL UFT. COORDINATE EXACT LOCATION OF POOL UFT WITH POOL CONTRACTOR. COORDINATE ALL ANCHORING 19. Q 2"X2" SLIP -RESISTANT TILES AT STEPS - BY POOL CONTRACTOR. SEE POOL DRAWINGS. SET 2" BACK FROM STAIR NOSING. SEE A REQUIREMENTS WITH THE POOL CONTRACTOR. 5. PLASTIC, LINEAR POOL DECK SLOT DRAIN, SEE PLUMBING DRAWINGS 20. POOL DRAIN - BY POOL CONTRACTOR. SEE POOL DRAWINGS. U AND 1/A-2.12.1. 21. CURB WITH TILE BASE AT ALL STOREFRONT WINDOWS. RETURN TILE 6. ADA -COMPLIANT HI -LO ELECTRIC DRINKING FOUNTAIN. Q OVER TOP OF CURB TO STOREFRONT WINDOW. 7. POOL HANDRAIL AND LADDER/POOL HANDRAIL, SEE POOL DRAWINGS. 22. CONCRETE PAD FOR POOL EQUIPMENT. SEE 2/A-2.12.1. COORDINATE ALL ANCHORING REQUIREMENTS WITH THE POOL 23. POOL RINSE SHOWER - SEE 7&8/A-2.12.1 FOR LAYOUT INTENT OF /L W CONTRACTOR. M OF PLUMBING FIXTURES AND WALL SCONCE LIGHT. COORDINATE 8. POOL SIGN AND RULES. INSTALLATION WITH I.D. DRAWINGS. 9. WALL GRAPHIC LOCATION, SEE I.D. DRAWINGS. 24. LOW EXHAUST AIR DUCTWORK AND GRILLE. SEE 4/A-2.12.1 AND I.D. 10. STAINLESS STEEL TOWEL HOOKS. PROVIDE METAL STRAP BLOCKING DRAWINGS. L BEHIND ALL TOWEL HOOKS. SEE I.D. DRAWINGS FOR LENGTHS AND 25. POOL BENCH L OGATION CCE I.B. DRAWINGS FOR SIZES.� NOT USED. MOUNTING HEIGHTS. 26. 1"X1" SLIP RESISTANT TILE WALL TARGET. SEE 6/A-2.12.1. 11. FLOOR DRAIN, SEE PLUMBING DRAWINGS. SLOPE FLOOR 1/4" PER 27. POOL WALL LIGHT. SEE POOL DRAWINGS AND ELECTRICAL DRAWINGS. FOOT TO DRAINS (MAX.). 28. NOT USED. 12. POOL EQUIPMENT SHOWN IS FOR REFERENCE ONLY AND IS BY POOL 29. AED CABINET LOCATION. SEE 4/A-7.1, COORDINATE WITH I.D. 0 CONTRACTOR, SEE POOL DRAWINGS. POOL EQUIPMENT SHALL BE p DRAWINGS. MOUNTED ON A CONCRETE HOUSEKEEPING PADS, SLOPED TO DRAIN. 30. , BENEATH SEE STRUCTURAL DRAWINGS AND 2/A-2.12.1 FOR HOUSEKEEPING7.1 AND PADS.BPAWINCS C> NOT USED. 13. ADA -COMPLIANT THRESHOLD. 14. 4j" x 4j" SQUARE TILE DEPTH MARKERS, TEXT AS SHOWN ON PLAN, 2 S STEEL HANDRAIL AT SHORT DECK AREAS OF SPA. ALIGN SUPPLIED BY POOL CONTRACTOR AND INSTALLED BY TILE E OF SPA WALL AS SHOWN. 7SPA. CONTRACTOR. SEE POOL DRAWINGS. TILES SHALL BE CONSISTENT E 2/A-2.12 FOR BENCH EDGE TILE AND 3&4/A-2.12 FOR SIZE AND BACKGROUND COLOR WITH CONSISTENT FONT STYLE AND SPA COPING. SIZE, AND CONSISTENT GRAPHICS. ORIENT TILES AS SHOWN ON PLAN. y ALL DEPTH MARKERS SHALL INCLUDE A 'NO DIVING' TILE. 0 Z 15. 1"X1" SUP -RESISTANT TILE RACING LANE MARKERS AT POOL FLOOR, BY POOL CONTRACTOR. SEE POOL DRAWINGS. 16. RACING LANE MARKER LINES AND STAINLESS STEEL WALL ANCHORS, BY POOL CONTRACTOR. SEE POOL DRAWINGS. LL 0 �1 m g i o Z 10 5'-7" A I 10 ° cc I M I Fts. ".m I "�ewi A__416, PAO rpm I I 13 21 In N---------- ie --------- ------ ----- ---------- - ----- --- --------- ��------' 13 24 11'-6° 151- " I I I I I 5.7 5.8 6 6.2 6.3 6.7 7 ENLARGED POOL PLAN 12 1/4"= 1 '4' 0 I 0 D GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN FROM FACE OF STUD OR MASONRY/CONCRETE, OR CENTERLINE OF STRUCTURE, UNLESS INDICATED OTHERWISE. 2. REFER TO POOL DRAWINGS BY POOL CONSULTANT FOR DETAILS AND CONSTRUCTION PERTAINING TO POOL CONSTRUCTION. COORDINATE ALL WORK, INCLUDING MECHANICAL, ELECTRICAL, AND PLUMBING, WITH THE POOL DRAWINGS AND POOL CONTRACTOR. 3. ALL WALLS FOR THE ROOMS SHOWN ON THIS SHEET SHALL RECEIVE MOISTURE RESISTANT GYPSUM BOARD. WHERE CERAMIC WALL BASE OCCURS, PROVIDE CEMENT BACK BOARD, IN MATCHING THICKNESS, BEHIND WALL BASE. 4. SEE 3/A-2.12.1 FOR TYPICAL CURB/BASE OF WALL DETAIL IN POOL AND SPA AREA. 5. PROVIDE GALVANIZED METAL STRAP BLOCKING AT ALL WALL MOUNTED ACCESSORIES. THIS INCLUDES, BUT IS NOT LIMITED TO, TOWEL HOOKS AND POOL SAFETY EQUIPMENT, AND OWNER FURNISHED ITEMS. KEYNOTES 1. POOL, BY POOL CONTRACTOR. SEE POOL DRAWINGS. t 'r i 2. CONTINUOUS, RECESSED POOL GUTTER/COPING. SEE 5/A-2.12.1. .L 0,p HOOK AND RING BUOY - BY POOL CONTRACTOR. SEE POOL 3. POOL DECK, CERAMIC TILE OVER THICKSET MORTAR BED OVER WB/KC DRAWINGS. COORDINATE FINAL LOCATION FIELD WITH LOCAL 5'-7" A I 10 ° cc I M I Fts. ".m I "�ewi A__416, PAO rpm I I 13 21 In N---------- ie --------- ------ ----- ---------- - ----- --- --------- ��------' 13 24 11'-6° 151- " I I I I I 5.7 5.8 6 6.2 6.3 6.7 7 ENLARGED POOL PLAN 12 1/4"= 1 '4' 0 I 0 D GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN FROM FACE OF STUD OR MASONRY/CONCRETE, OR CENTERLINE OF STRUCTURE, UNLESS INDICATED OTHERWISE. 2. REFER TO POOL DRAWINGS BY POOL CONSULTANT FOR DETAILS AND CONSTRUCTION PERTAINING TO POOL CONSTRUCTION. COORDINATE ALL WORK, INCLUDING MECHANICAL, ELECTRICAL, AND PLUMBING, WITH THE POOL DRAWINGS AND POOL CONTRACTOR. 3. ALL WALLS FOR THE ROOMS SHOWN ON THIS SHEET SHALL RECEIVE MOISTURE RESISTANT GYPSUM BOARD. WHERE CERAMIC WALL BASE OCCURS, PROVIDE CEMENT BACK BOARD, IN MATCHING THICKNESS, BEHIND WALL BASE. 4. SEE 3/A-2.12.1 FOR TYPICAL CURB/BASE OF WALL DETAIL IN POOL AND SPA AREA. 5. PROVIDE GALVANIZED METAL STRAP BLOCKING AT ALL WALL MOUNTED ACCESSORIES. THIS INCLUDES, BUT IS NOT LIMITED TO, TOWEL HOOKS AND POOL SAFETY EQUIPMENT, AND OWNER FURNISHED ITEMS. KEYNOTES 1. POOL, BY POOL CONTRACTOR. SEE POOL DRAWINGS. 17. LOCATION FOR SAFETY EQUIPMENT - FIRST AID KIT, SIGNBOARD, LIFE 2. CONTINUOUS, RECESSED POOL GUTTER/COPING. SEE 5/A-2.12.1. .L 0,p HOOK AND RING BUOY - BY POOL CONTRACTOR. SEE POOL 3. POOL DECK, CERAMIC TILE OVER THICKSET MORTAR BED OVER WB/KC DRAWINGS. COORDINATE FINAL LOCATION FIELD WITH LOCAL � 9 t RECESSED CONCRETE SLAB. PROVIDE 1/4" PER FOOT SLOPE TO Z M AUTHORITY HAVING JURISDICTION. PROVIDE METAL STRAP BLOCKING (n DRAINS. DECK SHALL BE EASILY CLEANABLE AND SUP RESISTANT. AT ALL ITEMS. -I-J U NOTE: TILE RETURNS AT UP OF POOL EDGE, SEE 5/A-2.12.1. REFER 18. POOL PHONE AND EMERGENCY SHUT-OFF BY POOL CONTRACTOR. SEE TO I.D. DRAWINGS. POOL DRAWINGS AND ELECTRICAL. 4. ADA -COMPLIANT POOL UFT. COORDINATE EXACT LOCATION OF POOL UFT WITH POOL CONTRACTOR. COORDINATE ALL ANCHORING 19. Q 2"X2" SLIP -RESISTANT TILES AT STEPS - BY POOL CONTRACTOR. SEE POOL DRAWINGS. SET 2" BACK FROM STAIR NOSING. SEE A REQUIREMENTS WITH THE POOL CONTRACTOR. 5. PLASTIC, LINEAR POOL DECK SLOT DRAIN, SEE PLUMBING DRAWINGS 20. POOL DRAIN - BY POOL CONTRACTOR. SEE POOL DRAWINGS. U AND 1/A-2.12.1. 21. CURB WITH TILE BASE AT ALL STOREFRONT WINDOWS. RETURN TILE 6. ADA -COMPLIANT HI -LO ELECTRIC DRINKING FOUNTAIN. Q OVER TOP OF CURB TO STOREFRONT WINDOW. 7. POOL HANDRAIL AND LADDER/POOL HANDRAIL, SEE POOL DRAWINGS. 22. CONCRETE PAD FOR POOL EQUIPMENT. SEE 2/A-2.12.1. COORDINATE ALL ANCHORING REQUIREMENTS WITH THE POOL 23. POOL RINSE SHOWER - SEE 7&8/A-2.12.1 FOR LAYOUT INTENT OF /L W CONTRACTOR. M OF PLUMBING FIXTURES AND WALL SCONCE LIGHT. COORDINATE 8. POOL SIGN AND RULES. INSTALLATION WITH I.D. DRAWINGS. 9. WALL GRAPHIC LOCATION, SEE I.D. DRAWINGS. 24. LOW EXHAUST AIR DUCTWORK AND GRILLE. SEE 4/A-2.12.1 AND I.D. 10. STAINLESS STEEL TOWEL HOOKS. PROVIDE METAL STRAP BLOCKING DRAWINGS. L BEHIND ALL TOWEL HOOKS. SEE I.D. DRAWINGS FOR LENGTHS AND 25. POOL BENCH L OGATION CCE I.B. DRAWINGS FOR SIZES.� NOT USED. MOUNTING HEIGHTS. 26. 1"X1" SLIP RESISTANT TILE WALL TARGET. SEE 6/A-2.12.1. 11. FLOOR DRAIN, SEE PLUMBING DRAWINGS. SLOPE FLOOR 1/4" PER 27. POOL WALL LIGHT. SEE POOL DRAWINGS AND ELECTRICAL DRAWINGS. FOOT TO DRAINS (MAX.). 28. NOT USED. 12. POOL EQUIPMENT SHOWN IS FOR REFERENCE ONLY AND IS BY POOL 29. AED CABINET LOCATION. SEE 4/A-7.1, COORDINATE WITH I.D. 0 CONTRACTOR, SEE POOL DRAWINGS. POOL EQUIPMENT SHALL BE p DRAWINGS. MOUNTED ON A CONCRETE HOUSEKEEPING PADS, SLOPED TO DRAIN. 30. , BENEATH SEE STRUCTURAL DRAWINGS AND 2/A-2.12.1 FOR HOUSEKEEPING7.1 AND PADS.BPAWINCS C> NOT USED. 13. ADA -COMPLIANT THRESHOLD. 14. 4j" x 4j" SQUARE TILE DEPTH MARKERS, TEXT AS SHOWN ON PLAN, 2 S STEEL HANDRAIL AT SHORT DECK AREAS OF SPA. ALIGN SUPPLIED BY POOL CONTRACTOR AND INSTALLED BY TILE E OF SPA WALL AS SHOWN. 7SPA. CONTRACTOR. SEE POOL DRAWINGS. TILES SHALL BE CONSISTENT E 2/A-2.12 FOR BENCH EDGE TILE AND 3&4/A-2.12 FOR SIZE AND BACKGROUND COLOR WITH CONSISTENT FONT STYLE AND SPA COPING. SIZE, AND CONSISTENT GRAPHICS. ORIENT TILES AS SHOWN ON PLAN. y ALL DEPTH MARKERS SHALL INCLUDE A 'NO DIVING' TILE. 0 Z 15. 1"X1" SUP -RESISTANT TILE RACING LANE MARKERS AT POOL FLOOR, BY POOL CONTRACTOR. SEE POOL DRAWINGS. 16. RACING LANE MARKER LINES AND STAINLESS STEEL WALL ANCHORS, BY POOL CONTRACTOR. SEE POOL DRAWINGS. > TILE NOTES 1. SEE INTERIOR DESIGN DRAWINGS FOR POOL DECK AND LOCKER ROOM TILE INFORMATION. THESE NOTES ONLY APPLY TO TILE ASSOCIATED DIRECTLY WITH THE POOL AND SPA. 2. OBTAIN APPROVAL FOR ALL TILE PRODUCTS FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH THE WORK. 3. WALL TARGETS: DALTILE UNGLAZED KEYSTONES 1x1, COLOR GALAXY D023. DYNAMIC C.O.F.(WET) >=0.42. 4. LANE MARKERS: DALTILE UNGLAZED KEYSTONES 10, COLOR GALAXY D023. DYNAMIC C.O.F.(WET) >=0.42. 5. POOL GUTTER: DALTILE UNGLAZED KEYSTONES 1x1. SEE ID DRAWINGS FOR COLORS. DYNAMIC C.O.F.(WET) >=0.42. 6. POOL STEPS/SPA STEPS/SPA BENCH NOSING: 6.1. PREFERRED OPTION: UNGLAZED DALTILE KEYSTONES 2x2. PROVIDE BULLNOSE TRIM S-886 AT TREAD (HORIZ. FACE) AND 2x2 SQUARE KEYSTONE j AT RISER (VERT. FACE). COLOR GALAXY D023. PROVIDE WITH MANUFACTURER'S SLIP RESISTANT, ABRASIVE COATING. DYNAMIC C.O.F.(WET) y >=0.42. 6.2. ALTERNATE OPTION: TILE SPECIALTIES, INC., SUP RESISTANT, NON-FROSTPROOF A4200 BULLNOSE TILE 2x6. PART # TC2BDI-COB. COLOR COBALT. PROVIDE WITH MANUFACTURER'S SUP RESISTANT, ABRASIVE COATING. DYNAMIC C.O.F>=0.9. TILE SPECIALTIES, INC. PO BOX 807 HIGH SPRINGS, FLORIDA 42655 800.454.1844 INFOOTILESPECIALTIES.COM ? 7. DEPTH MARKERS: SUP -RESISTANT 4 1/4°x4 1/4" WITH 4"H LETTERING. DYNAMIC C.O.F.(WET)=0.65. COPY SHOWN ON PLANS IS GENERIC. CONFIRM ALL FINAL REQUIREMENTS FOR DEPTH MARKING, NO DIVING, AND OTHER REQUIRED INFORMATION/SYMBOLS WITH THE AUTHORITY HAVING JURISDICTION. INLAYS, INC. 5603 EXECUTIVE CIRCLE GREEN BAY, WISCONSIN 54141 800.426.6873 INLAYS®INLAYSINC.COM J O O J � � W Z ¢WFW_wav0 (n ZfL0-LY M WP T W Q z R z r`UHM� - W -)p Q�� =j�CX F<Wao =QwZZwOwOf R!WQ2U' w~�H 1SIo- WWaZVw�_- WZ) O0 0= W W W W~ W ��?�=}oma U) 0 W LL 3: Z 0 CD Issue Date: 170264 09-01-2017 .L 0,p :h •Or Drawn By: LLI0 WB/KC KC � 9 t 2 Z M N (n m `d� -I-J U c ra •moo 3 c U o o L ('03 Q L o w w pp /L W � M Q,) Q O N " L U c M U LU O 0 F- p f` 0 Q o 0 N CL C> J O O J � � W Z ¢WFW_wav0 (n ZfL0-LY M WP T W Q z R z r`UHM� - W -)p Q�� =j�CX F<Wao =QwZZwOwOf R!WQ2U' w~�H 1SIo- WWaZVw�_- WZ) O0 0= W W W W~ W ��?�=}oma U) 0 W LL 3: r-- 1- CD Issue Date: 170264 09-01-2017 .L 0,p :h •Or Drawn By: Checked By: WB/KC KC � 9 t 8 Y N N `d� y +�y jd r-- 1- CD Issue Date: 170264 09-01-2017 Sheet No.: A=2012 Drawn By: Checked By: WB/KC KC N N N C o o C> Q C1 0 CL U y m a 0 Z LL 0 m g o Z Sheet Name: ENLARGED POOL PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2012 Drawn By: Checked By: WB/KC KC TILE CEILING OVER 5/8" ENLARGED POOL DETAILS METAL LATHE AND PORTLAND - CEMENT PLASTER OVER o VAPOR BARRIER OVER METAL o� CD STUDS AT 16" O.C., SIZE AS U REQUIRED FOR CEILING cD SUPPORT =: Co U C> T N w METAL STUDS AT 16" O.C. WITH FULL THICKNESS UNFACED BATT INSULATION. SEE WALL TYPES FOR STUD SIZE 5/8' UNFACED MOISTURE RESISTANT GYPSUM BOARD CONCRETE CURB, REINFORCE AND DOWEL PER STRUCTURAL DRAWINGS W W CURB WIDTH TH METAL STUD WIDTH ISEE PW'S TY SHOWER PERIMETER TRIM TILE AT OUTSIDE FACE OF SHOWER. SEE I.D. DRAWINGS. B.O. CEILING SEE R.C.P.s DO NOT PROVIDE A CURB AT THIS LOCATION. PROVIDE ADA -COMPLIANT THRESHOLD. RECESSED STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS SHOWER DRAIN, CENTER ON TILE GROUT JOINTS. COORDINATE WITH I.D. DRAWINGS. 8 TYPICAL SHOWER CROSS SECTION AND SIDE WALL ELEVATION A-2.12.1 % V=V -0" NOTES: 1. ALL SHOWER WALLS SHALL BE LAID OUT TO COMPLY WITH THE FINISH DIMENSIONS SHOWN IN THE I.D. DRAWINGS. COORDINATE ALL WORK PRIOR TO FRAMING AND M/E/P ROUGH -IN. 2. MAINTAIN SAME PERIMETER ELEVATION ON ALL SHOWER PANS FOR TILE PATTERN AND ALIGNMENT SHOWN IN THE I.D. DRAWINGS. 3. PROVIDE SILICONE JOINT SEALANT AT ALL PENETRATIONS. ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1"x2" UNGLAZED, SLIP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT. 4 1/4"x4 1/4" POOL DEPTH MARKERS. TEXT ALWAYS FACES TOWARDS THE WATER AS SHOWN.' SEE POOL DRAWINGS. ...3......:.... 1 "x1" UNGLAZED, SUP -RESISTANT WALL WALL TILE AT POOL DECK. SEE I.D. DRAWINGS. EDGE TILE PIECE IS A 1 "x2" TILES IN THESE ROWS ARE CUT UNGLAZED, SUP -RESISTANT, TO FIT. SPACE SO TOP AND RADIUSED POOL NOSING EDGE BOTTOM ROWS ARE EQUALLY TRIM. DEPTH MARKER TILES SIZED. W EDGE OF POOL COPING NO i......i....i...._1...' DIVING ;.... POOL WATER .........t ...:..... ...:.....;.. _.......... ....;......-..,...:.<.. �.. SURFACE - ...,...._<........ BELOW PLAN AT DECK 1 BUTT DIRECTLY AGAINST IT. o T.O. TIL GUTTER BEYOND, TILE ENTIRE _ FLOOR BEYOND N Q INTERIOR OF GUTTERV.I.F. S a 1 ....4...........3............ aFINISH FLOOR .... I ¢ a.................a.......:.........<.............. d.........,.....:y........... a.. a.. ... 3... .:....::a::..:....T:...x.."T' q :...7...�..a...�......:..... DIVING I T.O. GUTTER INLET = V) _ , € d $ I 1 - aro -114 POOL DEPTH MARKERS, LOCATE AT SAM POSITION AS i, MARKERS ON POOL DECK. SEE POOL DRAWINGS. o TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL 3 DEPTH MARKER TILES IN THIS TRIM. cl Ll "'"" " "'"" "" ""'"" "4" " 1"X10 UNGLAZED, SLIP -RESISTANT WALL WALL TILE AT GUTTER/POOL COPING. SEE - '- mm I.D. DRAWINGS. J:...... ..a .. ... ...:... ... ..a........;. 3 po COORDINATE TILE INSTALLATION SO CONTINUOUS BAND AT PERIMETER OF POOL C3_ = ALIGNS WITH TILE AT WALL TARGETS F- 8 ........:..... CONCRETE POOL WALL, SEE POOL DRAWINGS FOR CONSTRUCTION AND FINISH 1"x1" UNGLAZED, SUP -RESISTANT WALL TILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. TYPICAL TILE WALL TARGET ELEVATION IN POOL ENLARGED POOL DETAILS SHOWER HEAD, CENTER ON VERTICAL TILE GROUT o 0 JOINT. COORDINATE WITH I.D. DRAWINGS. o .............. _... ... o� CD Drawn By: U SHOWN FOR INSTALLATION cD OVER 5/8" METAL LATHE AND PORTLAND CEMENT PLASTER o Uj O __j Co U C> T N w cD M_ SHOWER SIDE WALL a` W cn W Z U Li S SHOWER CONTROL, CENTER ON VERTICAL TILE GROUT JOINT. COORDINATE WITH I.D. DRAWINGS. J N ENSURE POSITIVE DRAINAGE IS MAINTAINED. 1 H M DO NOT PROVIDE A CURB AT THIS LOCATION. PROVIDE ADA -COMPLIANT THRESHOLD. RECESSED STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS SHOWER DRAIN, CENTER ON TILE GROUT JOINTS. COORDINATE WITH I.D. DRAWINGS. 8 TYPICAL SHOWER CROSS SECTION AND SIDE WALL ELEVATION A-2.12.1 % V=V -0" NOTES: 1. ALL SHOWER WALLS SHALL BE LAID OUT TO COMPLY WITH THE FINISH DIMENSIONS SHOWN IN THE I.D. DRAWINGS. COORDINATE ALL WORK PRIOR TO FRAMING AND M/E/P ROUGH -IN. 2. MAINTAIN SAME PERIMETER ELEVATION ON ALL SHOWER PANS FOR TILE PATTERN AND ALIGNMENT SHOWN IN THE I.D. DRAWINGS. 3. PROVIDE SILICONE JOINT SEALANT AT ALL PENETRATIONS. ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1"x2" UNGLAZED, SLIP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT. 4 1/4"x4 1/4" POOL DEPTH MARKERS. TEXT ALWAYS FACES TOWARDS THE WATER AS SHOWN.' SEE POOL DRAWINGS. ...3......:.... 1 "x1" UNGLAZED, SUP -RESISTANT WALL WALL TILE AT POOL DECK. SEE I.D. DRAWINGS. EDGE TILE PIECE IS A 1 "x2" TILES IN THESE ROWS ARE CUT UNGLAZED, SUP -RESISTANT, TO FIT. SPACE SO TOP AND RADIUSED POOL NOSING EDGE BOTTOM ROWS ARE EQUALLY TRIM. DEPTH MARKER TILES SIZED. W EDGE OF POOL COPING NO i......i....i...._1...' DIVING ;.... POOL WATER .........t ...:..... ...:.....;.. _.......... ....;......-..,...:.<.. �.. SURFACE - ...,...._<........ BELOW PLAN AT DECK 1 BUTT DIRECTLY AGAINST IT. o T.O. TIL GUTTER BEYOND, TILE ENTIRE _ FLOOR BEYOND N Q INTERIOR OF GUTTERV.I.F. S a 1 ....4...........3............ aFINISH FLOOR .... I ¢ a.................a.......:.........<.............. d.........,.....:y........... a.. a.. ... 3... .:....::a::..:....T:...x.."T' q :...7...�..a...�......:..... DIVING I T.O. GUTTER INLET = V) _ , € d $ I 1 - aro -114 POOL DEPTH MARKERS, LOCATE AT SAM POSITION AS i, MARKERS ON POOL DECK. SEE POOL DRAWINGS. o TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL 3 DEPTH MARKER TILES IN THIS TRIM. cl Ll "'"" " "'"" "" ""'"" "4" " 1"X10 UNGLAZED, SLIP -RESISTANT WALL WALL TILE AT GUTTER/POOL COPING. SEE - '- mm I.D. DRAWINGS. J:...... ..a .. ... ...:... ... ..a........;. 3 po COORDINATE TILE INSTALLATION SO CONTINUOUS BAND AT PERIMETER OF POOL C3_ = ALIGNS WITH TILE AT WALL TARGETS F- 8 ........:..... CONCRETE POOL WALL, SEE POOL DRAWINGS FOR CONSTRUCTION AND FINISH 1"x1" UNGLAZED, SUP -RESISTANT WALL TILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. TYPICAL TILE WALL TARGET ELEVATION IN POOL ENLARGED POOL DETAILS 1100 EQ. _ CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE 3 z co .............. _... ... A=201201 Drawn By: (LATICRETE HYDROBAN, OR EQUAL) OVER THINSET MORTAR BED oCD SHOWN FOR INSTALLATION REFERENCE. OVER 5/8" METAL LATHE AND PORTLAND CEMENT PLASTER o Co U C> T N cD PER FOOT. CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE z w (LATICRETE HYDROBAN, OR EQUAL) OVER THICKSET MORTAR BED. vp-i --- ----- SLOPE MORTAR BED 1/4" PER FOOT MAX. PROVIDE THICKSET o MORTAR WITH 30 13/13 W.W.F. REINFORCING. TIE MEMBRANE INTO DRAIN ASSEMBLY, v z POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY ENSURE POSITIVE DRAINAGE IS MAINTAINED. -;S - PROVIDE CONT. BREAK IN GROUT. PROVIDE CONT. + AGAINST IT.. SEE I.D. DRAWINGS. 2" JOINT SEALANT AT BREAK. v 3 FINISH FLOOR € Cl DO NOT PROVIDE A CURB AT THIS LOCATION. PROVIDE ADA -COMPLIANT THRESHOLD. RECESSED STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS SHOWER DRAIN, CENTER ON TILE GROUT JOINTS. COORDINATE WITH I.D. DRAWINGS. 8 TYPICAL SHOWER CROSS SECTION AND SIDE WALL ELEVATION A-2.12.1 % V=V -0" NOTES: 1. ALL SHOWER WALLS SHALL BE LAID OUT TO COMPLY WITH THE FINISH DIMENSIONS SHOWN IN THE I.D. DRAWINGS. COORDINATE ALL WORK PRIOR TO FRAMING AND M/E/P ROUGH -IN. 2. MAINTAIN SAME PERIMETER ELEVATION ON ALL SHOWER PANS FOR TILE PATTERN AND ALIGNMENT SHOWN IN THE I.D. DRAWINGS. 3. PROVIDE SILICONE JOINT SEALANT AT ALL PENETRATIONS. ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1"x2" UNGLAZED, SLIP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT. 4 1/4"x4 1/4" POOL DEPTH MARKERS. TEXT ALWAYS FACES TOWARDS THE WATER AS SHOWN.' SEE POOL DRAWINGS. ...3......:.... 1 "x1" UNGLAZED, SUP -RESISTANT WALL WALL TILE AT POOL DECK. SEE I.D. DRAWINGS. EDGE TILE PIECE IS A 1 "x2" TILES IN THESE ROWS ARE CUT UNGLAZED, SUP -RESISTANT, TO FIT. SPACE SO TOP AND RADIUSED POOL NOSING EDGE BOTTOM ROWS ARE EQUALLY TRIM. DEPTH MARKER TILES SIZED. W EDGE OF POOL COPING NO i......i....i...._1...' DIVING ;.... POOL WATER .........t ...:..... ...:.....;.. _.......... ....;......-..,...:.<.. �.. SURFACE - ...,...._<........ BELOW PLAN AT DECK 1 BUTT DIRECTLY AGAINST IT. o T.O. TIL GUTTER BEYOND, TILE ENTIRE _ FLOOR BEYOND N Q INTERIOR OF GUTTERV.I.F. S a 1 ....4...........3............ aFINISH FLOOR .... I ¢ a.................a.......:.........<.............. d.........,.....:y........... a.. a.. ... 3... .:....::a::..:....T:...x.."T' q :...7...�..a...�......:..... DIVING I T.O. GUTTER INLET = V) _ , € d $ I 1 - aro -114 POOL DEPTH MARKERS, LOCATE AT SAM POSITION AS i, MARKERS ON POOL DECK. SEE POOL DRAWINGS. o TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL 3 DEPTH MARKER TILES IN THIS TRIM. cl Ll "'"" " "'"" "" ""'"" "4" " 1"X10 UNGLAZED, SLIP -RESISTANT WALL WALL TILE AT GUTTER/POOL COPING. SEE - '- mm I.D. DRAWINGS. J:...... ..a .. ... ...:... ... ..a........;. 3 po COORDINATE TILE INSTALLATION SO CONTINUOUS BAND AT PERIMETER OF POOL C3_ = ALIGNS WITH TILE AT WALL TARGETS F- 8 ........:..... CONCRETE POOL WALL, SEE POOL DRAWINGS FOR CONSTRUCTION AND FINISH 1"x1" UNGLAZED, SUP -RESISTANT WALL TILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. TYPICAL TILE WALL TARGET ELEVATION IN POOL wwwwwwwwwwwwwwwwwwwwwwww www—ww—.ww�i� • s AAm • TYPICAL GUTTER/COPING AT POOL PAINTED GYPSUM BOARD WALL AT EACH JAMB, PROVIDE DOUBLE STUD, BEYOND 0 I AT HEAD OF GRILLE OPENING PROVIDE 8"D METAL STUD BOX BEAM HEADER, BEYOND INTERMEDIATE STUD, BEYOND ALUMINUM WALL GRILL. TYPICAL SIZE IS 6x24, VERIFY. SEE MECHANICAL DRAWINGS. PAINT TO MATCH WALL TILE - SPRAY, DO NOT BRUSH OR ROLL. SEE I.D. DRAWINGS. I I I I I I I I LOCATE GRILLE HORIZONTALLY PER PUN 1"X1" WALL TILE, RUNNER TRACK AT TOP OF CONCRETE CURB, BEYOND SEE I.D. DRAWINGS. TOP OF CONCRETE CURB, BEYOND NOTE: SEE I.D. DRAWINGS FOR ALL FINISHES TYPICAL LOW EXHAUST GRILLE ELEVATION DETAIL 1 1/2"=1'-0" 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER VAPOR BARRIER TILE BASE OVER 5/8" CEMENT BOARD -SEE I.D. DRAWINGS. WALL SHEATHING - SEE WALL TYPES WALL CONSTRUCTION - SEE WALL TYPES CONCRETE CURB - DOWEL AND REINFORCE AS NOTED IN THE STRUCTURAL DRAWINGS. TILE FLOOR OVER THICKSET MORTAR BED - SEE I.D. DRAWINGS. SLOPE TO DRAIN. RECESSED SLAB IN POOL AREA - SEE SLAB PLAN AND STRUCTURAL DRAWINGS. CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. POOL / SPA SIDE OF WALL NOTE: CURB OCCURS AT INTERIOR WALLS TYPICALLY. AT THE EXTERIOR WALLS, THE CURB IS INTEGRAL TO THE EXTERIOR WALL CONSTRUCTION. REFER TO SLAB PLAN AND STRUCTURAL DRAWINGS. TYPICAL CURB / BASE OF WALL DETAIL IN POOL AREA PROVIDE 3/4" CHAMFER AT ALL EXPOSED EDGES CAST -IN-PLACE CONCRETE EQUIPMENT PAD. COORDINATE SIZE AND EXTANT WITH POOL EQUIPMENT. MAINTAIN CLEAR AISLE CLEARANCES IN FRONT OF PAD AND MAINTAIN FULL DOOR OPERATION IN ROOM. REFER TO STRUCTURAL FOR FURTHER INFORMATION. CONT. #4 BAR AT PERIMETER OF SLAB 5x12" #4 BENT BAR (LLH) AT 32" O.C. MAX. EPDXY DOWELS INTO FLOOR SLAB ARE ACCEPTABLE. 6x6 W4.1xW4.1 W.W.F. I CONCRETE SLAB - SEE STRUCTURAL 0-21 TYPICAL POOL EQUIPMENT ROOM PAD DETAIL A-2.12.1 % 3"=1'-0" NOTE: THE CONDITION IS SIMILAR WHERE THE TRENCH DRAIN ABUTS THE BACK EDGE OF THE CAST STONE COPING. THIS MAY OCCUR AT EDGES OF THE SPA. C�? zi <7 CONT. STRIP TRENCH DRAIN. TYPICALLY, THIS IS CENTERED BETWEEN THE PERIMETER WALL AND THE BACK EDGE OF THE CAST STONE POOL COPING. SEE ENLARGED PLAN FOR COMPLETE LAYOUT. SEE POOL DRAWINGS AND PLUMBING DRAWINGS FOR ALL PLUMBING CONNECTIONS AND SIZES CORROSION RESISTANT JOINT SEALANT - BOTH SIDES OF DRAIN SUP RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED. SLOPE TO DRAIN. SEE I.D. DRAWINGS. A - <q RECESSED CONCRETE SLAB AT POOL AREA. SEE SLAB PLAN. �' =t CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. 1' PROVIDE THICKENED SLAB UNDER SLOT TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. PROVIDE THICKENED SLAB UNDER STRIP TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. TYPICAL LINEAR TRENCH DRAIN DETAIL 3"=1'-0" Z W 0 Z Nm Zi x U ' s « U L 0 L w N O « L « ,U^ W V / � H U W U a N Uj N Z OM or - M W - -t < a°, c 0 3c o rq � s Q N w 00 M M M Ln 0 0 0 o U_ V1 U_ JO U)W Ujz Q Uj 7- a- CO Uj — mF x W O Z Z LLJ C)�-LU LU 0WW a0 C14 —z I— W— Z U Z U = Q W W O W o:wW<Ma:0~a >_p mWUmWO a.Wr-Z =53:0 00 x W W< WW OUE2Z)� a=L) Wm01=- �0�o�� ENLARGED POOL DETAILS CO 4 1/4"x4 1/4" POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. TILE AT THIS AREA IS INSTALLED OVER THIN -SET MORTAR BED. Sheet No.: A=201201 Drawn By: Checked By: SHOWN FOR INSTALLATION REFERENCE. ENSURE CONCRETE SLAB IS INTERGRALLY SLOPED TO DRAIN 1/4" Co 0 T N PER FOOT. EDGE TILE PIECE IS A 1 "x2" UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT.. SEE I.D. DRAWINGS. 2" FINISH FLOOR € Cl rn 0 0 0'-0' W - -a HATCHED TILES INDICATE THE TILES HAVE BEEN CUT TO FIT, r, O z 1x1 UNGLAZED, SUP -RESISTANT TILE, SEE POOL AND I.D. DRAWINGS. Z" PER STRUCTURAL Et PROVIDE 1"xl" BULLNOSE TRIM AT ALL 90 DEG. OUTSIDE /t `` :FILING SLOPES, SEE R.C.P. CORNERS, TYP. SEE I.D. DRAWINGS. 1, <? w <r W CONTINUOUS POOL GUTTER, SEE POOL DRAWINGS. FINISH ALL INSIDE 4 € = SURFACES OF GUTTER WITH 1'x1' TILE, SEE POOL AND I.D. DRAWINGS � ` z COORDINATE INSTALLATION IN FIELD TO USE WHOLE TILES. ' a' z `LCONTINUOUS 4 1/4-X4 1/4- POOL DEPTH MARKER TILE, SEE POOL DRAWINGS -- i ' LA KEYWAY, SEE STRUCTURAL AND POOL T.O. GUTTER INLET � °::k1: DRAWINGS _ 0'-9' B.F.F. _ _ _ a � y c � y CONT. #10 BAR, SEE POOL DRAWINGS 4 4 %r 1x1 UNGLAZED, SUP -RESISTANT CERAMIC TILE OVER THICKSET y a MORTAR BED OVER RECESSED CONCRETE SLAB, SEE I.D. DRAWINGS. SLOPE TO DRAIN. WALL SCONCE, SEE ELECTRICAL THICKSET, NON -SHRINK GROUT MORTAR BED. MIN. 1 1 2" THICK. / i DRAWINGS. CENTER ON r.. c CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL DRAWINGS VERTICAL TILE GROUT JOINT. � � INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS {' STAINLESS STEEL RECESSED WALL ANCHOR FOR LANE I I MARKER LINES. EXTEND MORTAR BED AROUND ANCHOR INSETS. SEE POOL DRAWINGS. CD GUTTER TILE FINISH AND POOL PLASTER/TILE WAIL TARGET FINISHES I ADJUST MORTAR JOINT WIDTH SLIGHTLY AT THIS SHALL ALIGN. G.C. TO COORDINATE WITH SUBCONTRACTORS. I I " LOCATION TO USE FULL TILES. I C> BENT 16"L #4 BAR AT 10" O.C., SEE POOL DRAWINGS \`� �` -� �`� SHOTCRETE/GUNNITE CONCRETE POOL WALL, SEE POOL l DRAWINGS NOTES: 1. DIMENSIONS SHOWN ARE TO FINISH FACE OR CENTERLINE OF TILE AND EQUIPMENT UNLESS NOTED OTHERWISE. 2. DIMENSIONS AT POOL GUTTER ARE BASED UPON ACTUAL TILES o --SII �� u-� SIZE INFORMATION PROVIDED BY MANUFACTURER. COORDINATE 5 FILTERED WATER SUPPLY PIPE AND DIRECTIONAL EYEBALL FEELING, ____ �3.:� �\� ALL FINAL DIMENSIONS IN FIELD TO USE COMPLETE TILES. I SEE POOL DRAWINGS \ f, \ '\\ <' �� `\`\ 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, AND ACCESSORIES I n REQUIRED FOR TILE LAYOUT AS SHOWN. POOL PLASTER FINISH/WALL TARGETS, SEE POOL , `\`\ Al `\ `� 4. GENERAL CONTRACTOR, 11LE SUBCONTRACTOR, AND POOL DRAWINGS. I CONFIRM THICKNESS SUBCONTRACTOR SHALL COORDINATE INSTALLATION OF ALL TILE WITH POOL CONTRACTOR �\ `\ PRODUCTS. ALL TILE SHALL HAVE A CONSISTENT INSTALLATION SHOWER DRAIN, CENTER ON o \`\ \\� APPEARANCE REGARDLESS OF WHO PERFORMS ALL, OR A TILE GROUT JOINTS. " ' ________�: _ ` `\ `k; - PORTION OF, THE WORK. COORDINATE WITH I.D. z I DRAWINGS. p IIS------------- Lt c:.l-----------r..�---__,—__ SLOPE FLOOR TO DRAIN `` WATERPROOF POOL LIGHT, HOUSING, AND CONDUIT. n SEE POOL DRAWINGS. +. I = 0 1 ---------------- �; i1 wwwwwwwwwwwwwwwwwwwwwwww www—ww—.ww�i� • s AAm • TYPICAL GUTTER/COPING AT POOL PAINTED GYPSUM BOARD WALL AT EACH JAMB, PROVIDE DOUBLE STUD, BEYOND 0 I AT HEAD OF GRILLE OPENING PROVIDE 8"D METAL STUD BOX BEAM HEADER, BEYOND INTERMEDIATE STUD, BEYOND ALUMINUM WALL GRILL. TYPICAL SIZE IS 6x24, VERIFY. SEE MECHANICAL DRAWINGS. PAINT TO MATCH WALL TILE - SPRAY, DO NOT BRUSH OR ROLL. SEE I.D. DRAWINGS. I I I I I I I I LOCATE GRILLE HORIZONTALLY PER PUN 1"X1" WALL TILE, RUNNER TRACK AT TOP OF CONCRETE CURB, BEYOND SEE I.D. DRAWINGS. TOP OF CONCRETE CURB, BEYOND NOTE: SEE I.D. DRAWINGS FOR ALL FINISHES TYPICAL LOW EXHAUST GRILLE ELEVATION DETAIL 1 1/2"=1'-0" 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER VAPOR BARRIER TILE BASE OVER 5/8" CEMENT BOARD -SEE I.D. DRAWINGS. WALL SHEATHING - SEE WALL TYPES WALL CONSTRUCTION - SEE WALL TYPES CONCRETE CURB - DOWEL AND REINFORCE AS NOTED IN THE STRUCTURAL DRAWINGS. TILE FLOOR OVER THICKSET MORTAR BED - SEE I.D. DRAWINGS. SLOPE TO DRAIN. RECESSED SLAB IN POOL AREA - SEE SLAB PLAN AND STRUCTURAL DRAWINGS. CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. POOL / SPA SIDE OF WALL NOTE: CURB OCCURS AT INTERIOR WALLS TYPICALLY. AT THE EXTERIOR WALLS, THE CURB IS INTEGRAL TO THE EXTERIOR WALL CONSTRUCTION. REFER TO SLAB PLAN AND STRUCTURAL DRAWINGS. TYPICAL CURB / BASE OF WALL DETAIL IN POOL AREA PROVIDE 3/4" CHAMFER AT ALL EXPOSED EDGES CAST -IN-PLACE CONCRETE EQUIPMENT PAD. COORDINATE SIZE AND EXTANT WITH POOL EQUIPMENT. MAINTAIN CLEAR AISLE CLEARANCES IN FRONT OF PAD AND MAINTAIN FULL DOOR OPERATION IN ROOM. REFER TO STRUCTURAL FOR FURTHER INFORMATION. CONT. #4 BAR AT PERIMETER OF SLAB 5x12" #4 BENT BAR (LLH) AT 32" O.C. MAX. EPDXY DOWELS INTO FLOOR SLAB ARE ACCEPTABLE. 6x6 W4.1xW4.1 W.W.F. I CONCRETE SLAB - SEE STRUCTURAL 0-21 TYPICAL POOL EQUIPMENT ROOM PAD DETAIL A-2.12.1 % 3"=1'-0" NOTE: THE CONDITION IS SIMILAR WHERE THE TRENCH DRAIN ABUTS THE BACK EDGE OF THE CAST STONE COPING. THIS MAY OCCUR AT EDGES OF THE SPA. C�? zi <7 CONT. STRIP TRENCH DRAIN. TYPICALLY, THIS IS CENTERED BETWEEN THE PERIMETER WALL AND THE BACK EDGE OF THE CAST STONE POOL COPING. SEE ENLARGED PLAN FOR COMPLETE LAYOUT. SEE POOL DRAWINGS AND PLUMBING DRAWINGS FOR ALL PLUMBING CONNECTIONS AND SIZES CORROSION RESISTANT JOINT SEALANT - BOTH SIDES OF DRAIN SUP RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED. SLOPE TO DRAIN. SEE I.D. DRAWINGS. A - <q RECESSED CONCRETE SLAB AT POOL AREA. SEE SLAB PLAN. �' =t CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. 1' PROVIDE THICKENED SLAB UNDER SLOT TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. PROVIDE THICKENED SLAB UNDER STRIP TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. TYPICAL LINEAR TRENCH DRAIN DETAIL 3"=1'-0" Z W 0 Z Nm Zi x U ' s « U L 0 L w N O « L « ,U^ W V / � H U W U a N Uj N Z OM or - M W - -t < a°, c 0 3c o rq � s Q N w 00 M M M Ln 0 0 0 o U_ V1 U_ JO U)W Ujz Q Uj 7- a- CO Uj — mF x W O Z Z LLJ C)�-LU LU 0WW a0 C14 —z I— W— Z U Z U = Q W W O W o:wW<Ma:0~a >_p mWUmWO a.Wr-Z =53:0 00 x W W< WW OUE2Z)� a=L) Wm01=- �0�o�� Sheet Name: ENLARGED POOL DETAILS CO Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By: Checked By: WB/KC KC Co 0 T N Cl rn 0 0 O a w € c a' z LL � o U y c � y y a Z o � � Sheet Name: ENLARGED POOL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By: Checked By: WB/KC KC H LL JU 0 < c)W z 0 Z �— CO H= w 0 z z r- W~�aoz� �F-0Xwz0-X0 LU LU 04 Q =wcn=¢fin = =< UJ LU0wof LU of CL � U U w�ZIx O a-����v O0=ww¢w�–w U Unm � > = m O QWO�H O N O Z 0 �0 C11 Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2013 O Z Z 0 M WB/KC � C U C ro bA� Q) Q v » 3u� t ro '° o� U L '0')s R Q O. Q of N L o w w pp n VJ F- Z — fh 'C O » » L U s D V)H D M F C w O H 0 O U of O � 0 O Q H LL JU 0 < c)W z 0 Z �— CO H= w 0 z z r- W~�aoz� �F-0Xwz0-X0 LU LU 04 Q =wcn=¢fin = =< UJ LU0wof LU of CL � U U w�ZIx O a-����v O0=ww¢w�–w U Unm � > = m O QWO�H O N O O N O O PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2013 Drawn By: Checked By: WB/KC � C O O. 'C U N F C � a O Ui U 0 Z C) Sheet Name: ENLARGED LOCKER ROOM PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2013 Drawn By: Checked By: WB/KC KC PAINTED GYPSUM BOARD WALL AT EACH JAMB, PROVIDE DOUBLE STUD, BEYOND AT HEAD OF GRILLE OPENING PROVIDE 8"D METAL STUD BOX BEAM HEADER, BEYOND INTERMEDIATE STUD, BEYOND ALUMINUM WALL GRILL. TYPICAL SIZE IS 6x24, VERIFY. SEE MECHANICAL DRAWINGS. PAINT TO MATCH WALL TILE - SPRAY, DO NOT BRUSH OR ROLL SEE I.D. DRAWINGS. I I i l I I I I I I I I I I I r----- -�-------� oc_> I I I LOCATE GRILLE I 3t -3c C> I I I HORIZONTALLY PER PLAN WALL CONSTRUCTION - SEE WALL TYPES CONCRETE CURB REINFORCE AND DOWEL CONCRETE CURB PER STRUCTURAL DRAWINGS TILE FLOOR OVER THICKSET MORTAR BED - SEE I.D. DRAWINGS. RECESSED SLAB AT TOILET AND SHOWER ROOM SIDE OF WALL. CONCRETE SLAB. RECESSED SLAB AREAS MAY OCCUR - SEE SLAB PLAN TYPICAL CURB DETAIL AT TOILET ROOMS AND SHOWERS 1 1/2"=V-0"11 /2"=1'-0"13.1 3"=1'-0" CENT LOCKE ENLARGED REFLECTED CEILING PLAN STICAL CEILING TILE 1M BOARD CEILING AND f IY OWNER. MOUNT TO WALL CET AND ANGLE DOWNWARD BRACKET BY LAF AV VENDOR. .X RECEPTACLE MOUNTED IN BEHIND TV x DATA TERMINAL MOUNTED ILL BEHIND TV TYPICAL LOCKER ROOM TV MOUNTING DETAIL 1 1/2"=V-0" I CV 0 i N SECTION MIRROR WIDTH - FIELD VERIFY. 4'-0" (MAX.) SINK SPACING. ADJUST WIDTH FOR SINK SPACING SEE PLANS FOR ACTUAL DIMENSIONS, 1'-6" BETWEEN AND TO HOLD THE 1'-6" DIMENSION MAINTAIN SAME CENTER TO CENTER i wmvnw vvvi°v".n,� DRAWINGS QUANTITIES AND LOCATIONS WITH ELECTRICAL DRAWINGS 6 TYPICAL LOCKER ROOM LAVATORY WALL ELEVATION A-2.13.1 / 1"=1'-0" "OUSTICAL TILE CEILING 1PLEX RECEPTACLE AND DUPLEX kTA TERMINAL MOUNTED IN WALL -HIND TV V. BY OWNER. MOUNT TO WALL ZACKET AND ANGLE DOWNWARD ALL BRACKET BY LAF AV VENDOR. C. TO PROVIDE FIRE RETARDANT ?EATED WOOD BLOCKING AS _QUIRED FOR WALL BRACKET 1PPORT AND ANCHORAGE (PSUM BOARD CEILING AND SOFFIT D BLOCKING AS REQUIRED WALL CONSTRUCTION, SEE WALL TYPES. OMIT GYPSUM BOARD AT CONCEALED ENTIRE OF LOCKER BUILD OUT. ACCESSIBLE LOCKER, SEE I.D. DRAWINGS. CONTRACTOR TO PROVIDE 2x FIRE -TREATED WOOD BASE WITH FIRE -TREATED PLYWOOD TOP PLATE. COORDINATE WITH LOCKER FABRICATOR. WALL TILE, SEE I.D. DRAWINGS. EXTEND BEHIND WOOD TRIM AT SIDES OF LOCKER. CLEAR SILICONE JOINT SEALANT, BOTH SIDES 3/4"THKx1 1/2"W MATCHING WOOD TRIM AT SIDES OF LOCKERS, SEE I.D. 'r DRAWINGS. INSTALL OVER WALL TILE. NOTE: TRIM DOES NOT RETURN AT TOP OF LOCKER. FRAME WALL AND INSTALL TILE TO TOP OF LOCKER. NOTE: BASE CONSTRUCTION IS SIMILAR TO 2/A-2.13. FRONT 2X4 SHALL ALIGN WITH OUTSIDE FACE OF FRAMING. i5� U.R.R. RECESSED LOCKER DETAIL PLAN 1'-5", TYP. A-2.13.1 / 1 1/2"=1'-0" ADA COMPLIANT SHOWER DROP ELL AND HOSE, CENTER HORIZ. ON TILE LAYOUT 2'-3" SURFACE MOUNT SOAP I I DISPENSER - BY LAF VENDOR 1 _� POLISHED EDGES. FUR OUT FROM WALL ON c� FIRE -RETARDANT TREATED 1/2" PLYWOOD CD ADA COMPLIANT ~ z SHOWER CONTROLS, o L J`" CENTER OF FULL VAPOR BARRIER OVER METAL TILE U ADA COMPLIANT o ADJUSTABLE SHOWER SUPPORT WAND AND SLIDE BAR -;S 1. AT LOCATIONS WHERE THE WALL TILE F LOCATED AT THE END OF THE LAVATORY C 3 � GRAB BARS o STILL BE SET 9" FROM THE EDGE OF I 0 2. AT LOCATIONS WHERE THE WALL TILE N LOCATED AT THE END OF THE LAVATORY CLo `r' ABOVE, T HE LIGHT FIXTURE SHALL BE oU o OF THE MIRROR AND THE END OF THE F-: z o --.I---_. LAF VENDOR ^ o Co CENTER HORIZ. ON WALL TILE 6" v W Z DRAWINGS. TYPICALLY LOCATED AT EVERY DIM. OTHER LAVATORY. CENTER HORIZ. ON WALL OG TILE. ................................................ JOINT SEALANT AT BREAK. �F I � " N N SEE WALL TYPES FOR STUD SIZE COUNTER MOUNTED LAVATORY, SEE PLUMBING co = ce - N DRAWINGS 5/8" UNFACED MOISTURE RESISTANT GYPSUM BOARD " 0 CONCRETE CURB, REINFORCE AND \ + DOWEL PER STRUCTURAL DRAWINGS CENTER JOINTS IN PLUMBING ACCESS PANELS COORD. CURB WIDTH is I SEE I.D. DRAWINGS NuiLld s W "KV CONCRETE CURB, REINFORCE AND DOWEL PER STRUCTURAL DRAWINGS. PO RECESSED STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS DRAWINGS. DO NOT LOCATE AT GUSSETS OR FOLDING SHOWER SEAT ''NEAR UPLIGHTS MOUNTED AT TOP OF ►CKERS - FASTENERS SHALL NOT TEND THROUGH LOCKER FRAMING. INTER ON LOCKER. 'H VALANCE CEILING SLOPES, SEE R.C.P. WALL SCONCE, SEE ELECTRICAL DRAWINGS. CENTER ON VERTICAL TILE GROUT JOINT x DISTANCE SHOWN o 0 FRAMELESS MIRROR LOCATION, PROVIDE WITH O S POLISHED EDGES. FUR OUT FROM WALL ON c� FIRE -RETARDANT TREATED 1/2" PLYWOOD CD ADA COMPLIANT ~ z SHOWER CONTROLS, o CENTER HORIZ. ON CEMENT PLASTER OVER CENTER OF FULL VAPOR BARRIER OVER METAL TILE U ADA COMPLIANT o ADJUSTABLE SHOWER SUPPORT WAND AND SLIDE BAR -;S 1. AT LOCATIONS WHERE THE WALL TILE F LOCATED AT THE END OF THE LAVATORY C COUNTERS EXTENDS BEYOND THE 18" 3 GRAB BARS o STILL BE SET 9" FROM THE EDGE OF THE MIRROR. 0 z SHOWER DRAIN, CENTER ON TILE W GROUT JOINTS. o COORDINATE WITH I = I.D. DRAWINGS. z U - o i + SLOPE FLOOR TO DRAIN L SEE PLANS q 3 TYPICAL ADA COMPLIANT SHOWER REAR WALL ELEVATION A-2.13.1 1 "='I'-0" EXTEND WALL TILE BEHIND MIRRORS THE x DISTANCE SHOWN o 0 FRAMELESS MIRROR LOCATION, PROVIDE WITH O S POLISHED EDGES. FUR OUT FROM WALL ON U FIRE -RETARDANT TREATED 1/2" PLYWOOD CD SHEATHING. PROVIDE CLEAR SILICONE JOINT TILE CEILING OVER8" R 5 5/ BETWEEN EDGE OF MIRROR AND TILE. METAL LATHE AND CEMENT PLASTER OVER r , VAPOR BARRIER OVER METAL STUDS AT 16" O.C., SIZE AS SHOWER SIDE WALLui REQUIRED FOR CEILING NOTES ON WALL SCONCE PLACEMENT AT ENDS SUPPORT OF COUNTERS: -;S 1. AT LOCATIONS WHERE THE WALL TILE ± 5 LOCATED AT THE END OF THE LAVATORY N COUNTERS EXTENDS BEYOND THE 18" I � SHOWN ABOVE, THE LIGHT FIXTURE SHALL CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE o STILL BE SET 9" FROM THE EDGE OF THE MIRROR. 2. AT LOCATIONS WHERE THE WALL TILE N LOCATED AT THE END OF THE LAVATORY COUNTERS IS LESS THAN 18" SHOWN ABOVE, T HE LIGHT FIXTURE SHALL BE SET EQUALLY SPACED BETWEEN THE END OF THE MIRROR AND THE END OF THE COUNTER. SURFACE MOUNT SOAP DISPENSER - BY LAF VENDOR WALL SCONCE, SEE ELECTRICAL DRAWINGS. CENTER HORIZ. ON WALL TILE 6" GFCI RECEPTACLE, QUANTITY PER ELECTRICAL DRAWINGS. TYPICALLY LOCATED AT EVERY DIM. OTHER LAVATORY. CENTER HORIZ. ON WALL TILE. METAL STUDS AT 16" O.C. WITH FULL JOINT SEALANT AT BREAK. �F THICKNESS UNFACED BATT INSULATION. SEE WALL TYPES FOR STUD SIZE COUNTER MOUNTED LAVATORY, SEE PLUMBING co = ce - N DRAWINGS 5/8" UNFACED MOISTURE RESISTANT GYPSUM BOARD GUSSET BEYOND - BY CASEWORK FABRICATOR 0 CONCRETE CURB, REINFORCE AND DOWEL PER STRUCTURAL DRAWINGS CENTER JOINTS IN PLUMBING ACCESS PANELS COORD. CURB WIDTH HORIZ. ON WALL TILE SEE I.D. DRAWINGS NuiLld s W "KV CONCRETE CURB, REINFORCE AND DOWEL PER STRUCTURAL DRAWINGS. PLUMBING ACCESS PANEL, SEE PLUMBING RECESSED STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS DRAWINGS. DO NOT LOCATE AT GUSSETS OR COORD. CURB WIDTH DIRECTLY BEHIND LAVATORIES. Wim U Llr"M CMIn U,i�,u EQ. EQ. r—� TYPICAL SHOWER CROSS SECTION ZOVIDE WOOD BLOCKING AS :QUIRED BY LOCKER MANUFACTURER )R LOCKER SUPPORT AND ICHORING i� F_:9 6 )CKER - SEE SPECS oQ _ in 3 LOCKER BASE - CONT. 2x FIRE -TREATED WOOD FRAMING WITH 1/2' FIRE-TREEATED PLYWOOD TOP SHEET, BY CONTRACTOR. TRIM 2x FRAMING TO FIT FOR TILE BASE HEIGHT. CONTRACTOR TO COORDINATE WITH LOCKER MANUFACTURER FOR BASE CONSTRUCTION. SECURED TO WALLS LINEAR UPLIGHTS MOUNTED AT TOP OF LOCKERS - FASTENERS SHALL NOT EXTEND THROUGH LOCKER FRAMING. CENTER ON LOCKERS. 4"H VALANCE LOCKER - SEE SPECS LOCKER BASE - CONT. 2x FIRE -TREATED WOOD FRAMING WITH 1/2" FIRE-TREEATED PLYWOOD TOP SHEET, BY CONTRACTOR. TRIM 2x FRAMING TO FIT FOR TILE BASE HEIGHT. CONTRACTOR TO COORDINATE WITH LOCKER MANUFACTURER FOR BASE CONSTRUCTION. FREESTANDING AT PENINSULAS 1. ALL WOOD BLOCKING AND PLYWOOD SHEETS SHALL BE FIRE -RETARDANT TREATED. 2. DETAIL AT GROOMING STATIONS AT ENDS OF LOCKER PENINSULAS IS SIMILAR. COORDINATIVE WITH LOCKER FABRICATOR. r4_TYPICAL LOCKER DETAILS - LOCKER ROOMS A-2.13.1 3/8"=1'-0" ,EILING SLOPES, SEE R.C.P. WALL SCONCE, SEE ELECTRICAL DRAWINGS. CENTER ON TILE JOINTS. z 0 0 0 z 0 U ole sl ul�I C 3 SII SHOWER DRAIN, CENTER ON TILE GROUT 0 JOINTS. COORDINATE WITH I.D. DRAWINGS. 0 cn ' w' c z SLOPE FLOOR TO DRAIN SEE PLANS TYPICAL SHOWER REAR WALL ELEVATION VARIES - SEE R.C.P.s AT TOP OF PARTIAL HEIGHT WALL, RETURN TILE, WATERPROOFING AND ISOLATION MEMBRANE, AND METAL LATHE AND PORTLAND CEMENT PLASTER AT HORIZONTAL SURFACE + R 0 ��. c NOTES: N 1. ALL SHOWER WALLS SHALL BE LAID OUT TO COMPLY WITH THE FINISH z DIMENSIONS SHOWN IN THE I.D. DRAWINGS. COORDINATE ALL WORK N PRIOR TO FRAMING AND M/E/P ROUGH -IN. 4J 2. MAINTAIN SAME PERIMETER ELEVATION ON ALL SHOWER PANS FOR TILE PATTERN AND ALIGNMENT SHOWN IN THE I.D. DRAWINGS. 3. PROVIDE SILICONE JOINT SEALANT AT ALL PENETRATIONS. x SHOWER HEAD, CENTER ON VERTICAL TILE GROUT o 0 JOINT. COORDINATE WITH I.D. DRAWINGS. O S °O I U G » :1 CD Checked By: U5 FN KC I W r , o� v SHOWER SIDE WALLui Z U L� -;S SHOWER CONTROL, CENTER ON VERTICAL TILE ± 5 GROUT JOINT. COORDINATE WITH I.D. DRAWINGS. N I � + R 0 ��. c NOTES: N 1. ALL SHOWER WALLS SHALL BE LAID OUT TO COMPLY WITH THE FINISH z DIMENSIONS SHOWN IN THE I.D. DRAWINGS. COORDINATE ALL WORK N PRIOR TO FRAMING AND M/E/P ROUGH -IN. 4J 2. MAINTAIN SAME PERIMETER ELEVATION ON ALL SHOWER PANS FOR TILE PATTERN AND ALIGNMENT SHOWN IN THE I.D. DRAWINGS. 3. PROVIDE SILICONE JOINT SEALANT AT ALL PENETRATIONS. PROVIDE CONT. BREAK IN GROUT, PROVIDE JOINT SEALANT AT ADA COMPLIANT SHOWERS, DO NOT PROVIDE CURB. PROVIDE FLUSH FLOOR SURFACE FOR WHEELCHAIR ACCESS. PROVIDE A MINIMUM 6" WIDE NOMINALLY LEVEL TILE AREA AT ENTRANCE TO SHOWER. SLOPE OTHER FLOOR SURFACES 1/4" PER FOOT MAX. WATERPROOFING AND ISOLATION MEMBRANE ADA SHOWER THRESHOLD Z co W O Z N m 4.jW U U L 0 cy 0 L w v z U W t - U U Q \o CN Ln `,O Lu z O M or- " M M,0 d- �o 0 3 U � 3= o N -0Q s V) w L M M Mrn O Lno 0 0 4 o LL J o 0 aWUwa00 � _ M P T W O Z O L/52 Z;�0 WZLU LU CN 1 aLO OCujrtc WocO CL a W H z z 0 00=WWQWI-W UU�5>im>_0 - c�0WU-M �7 DETAILS Proj #: Issue Date: 170264 °O I O G » :1 "1 Checked By: WB/KC KC I CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE 3 r , (LATICRETE HYDROBAN, OR EQUAL) OVER THINSET MORTAR BED o 0 OVER 5/8" METAL LATHE AND PORTLAND CEMENT PLASTER O S 0 0 U CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE o (LATICRETE HYDROBAN, OR EQUAL) OVER THICKSET MORTAR BED. cn N N SLOPE MORTAR BED 1/4" PER FOOT MAX. PROVIDE THICKSET o MORTAR WITH 3x3 13/13 W.W.F. REINFORCING. TIE MEMBRANE INTO DRAIN ASSEMBLY, 0 ENSURE POSITIVE DRAINAGE IS MAINTAINED. 6" S DIM. PROVIDE CONT. BREAK IN GROUT. PROVIDE CONT. o + + m 0 JOINT SEALANT AT BREAK. �F co = ce - N VU=3t-�o 0 0 0 COORD. CURB WIDTH WITH TILE FINISH DIMENSIONS, N SEE I.D. DRAWINGS NuiLld s W "KV CONCRETE CURB, REINFORCE AND DOWEL PER STRUCTURAL DRAWINGS. PROVIDE 1/2- CHAMFER AT OUTSIDE CORNERS. RECESSED STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS SHOWER DRAIN, CENTER ON TILE GROUT JOINTS. COORDINATE WITH I.D. DRAWINGS. PROVIDE CONT. BREAK IN GROUT, PROVIDE JOINT SEALANT AT ADA COMPLIANT SHOWERS, DO NOT PROVIDE CURB. PROVIDE FLUSH FLOOR SURFACE FOR WHEELCHAIR ACCESS. PROVIDE A MINIMUM 6" WIDE NOMINALLY LEVEL TILE AREA AT ENTRANCE TO SHOWER. SLOPE OTHER FLOOR SURFACES 1/4" PER FOOT MAX. WATERPROOFING AND ISOLATION MEMBRANE ADA SHOWER THRESHOLD Z co W O Z N m 4.jW U U L 0 cy 0 L w v z U W t - U U Q \o CN Ln `,O Lu z O M or- " M M,0 d- �o 0 3 U � 3= o N -0Q s V) w L M M Mrn O Lno 0 0 4 o LL J o 0 aWUwa00 � _ M P T W O Z O L/52 Z;�0 WZLU LU CN 1 aLO OCujrtc WocO CL a W H z z 0 00=WWQWI-W UU�5>im>_0 - c�0WU-M f.- �7 DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: G » :1 "1 Checked By: WB/KC KC r , 0 f.- 00 DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201301 Drawn By: Checked By: WB/KC KC 0 0 N N 0 m 0 0 0 O a U a a -$ � °o U to 0 o Z Sheet Name: ENLARGED LOCKER ROOM DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201301 Drawn By: Checked By: WB/KC KC I WALL CONSTRUCTION - SEE WALL TYPES CONCRETE CURB REINFORCE AND DOWEL CONCRETE CURB PER STRUCTURAL DRAWINGS RECESSED SLAB MAY OCCUR AT PLAYGROUND SIDE OF WALL - SEE SLAB PLAN. CONCRETE SLAB. RECESSED SLAB AREAS MAY OCCUR - SEE SLAB PLAN TYPICAL CURB DETAIL AT RESTROOMS 3"=1'-0" KIDS KLUB FLOORING TRANSITION- RESTROOMS TO PLAYGROUND AREA 3"=1'-0" CONCRETE SLAB A. 24°X36" CHANNEL -FRAMED MIRROR AT WALL -HUN LAVATORY. D. TOILET PAPER DISPENSER, BY OTHERS. CONFIRM FINAL LOCATION WITH I.D. DRAWINGS. AND ACCESSIBILITY E. TOILET SEAT COVER DISPENSER LOCATION, BY OTHERS. STANDARDS. CENTER ON LAVATORY. F. 18" LONG ACCESSIBLE VERTICAL GRAB BAR. B. WALL -MOUNTED SOAP DISPENSER AT WALL MOUNTED LAVATORY, BY G. 36" LONG ACCESSIBLE HORIZONTAL GRAB BAR. OTHERS. H. 42" LONG ACCESSIBLE HORIZONTAL GRAB BAR. C. PAPER TOWEL DISPENSER, BY OTHERS. RECESSED SLAB - SEE SLAB PLAN CARPET OVER PADDED SUBFLOOR - BY LAF VENDOR. MAINTAIN LEVEL SURFACE ADA -COMPLIANT RESILIENT TRANSITION - COORDINATE TYPE WITH FIELD CONDITION RESILIENT SHEET FLOORING - SEE I.D. DRAWINGS CONCRETE SLAB RECESSED SLAB - SEE SLAB PLAN TRANSITION AT RECESSED SLABS KIDS KLUB FLOORING TRANSITION - PLAYGROUND AREA TO TV AREA 3"=1'-0" 5/8" GYPSUM BOARD CARPET OVER PADDED SUBFLOOR - BY LAF VENDOR. RAMP UP PADDED SUBFLOOR 1:12 MAX. ADA -COMPLIANT RESILIENT TRANSITION - COORDINATE TYPE WITH FIELD CONDITION RESILIENT SHEET FLOORING - SEE I.D. DRAWINGS CONCRETE SLAB CESSED SLAB AETAL STUD FRAMING - SEE WALL TYPES "URVED OUTSIDE CORNER TRIM, FRY REGLET 5/8"R CURVED )UTSIDE CORNER TRIM DRMC-OS-625 OR EQUAL. TYPICAL AT 4LL OUTSIDE CORNERS IN THE KIDS CLUB. MITER INTERSECTIONS TOGETHER FOR CLEAN, CONSISTENT APPEARANCE. COORDINATE NTERSECTION AND CORNER CONDITIONS WITH MANUFACTURER, -ACTORY PREP THESE CONDITIONS PER THE MANUFACTURER'S RECOMMENDATIONS. KIDS KLUB TYPICAL RADIUS CORNER TRIM 6"=1'-0" CASEWORK TV- SURROUND, BY LAf VENDOR RECESS IN CASEWORK FOR T.V DUPLEX POWER OUTLET, SEE ELECTRICAL DUPLEX DATA OUTLET, SEE ELECTRICAL T.V. WALL MOUNTING BRACKET - BY LAF AV VENDOF T.V. - BY OWNEF q KIDS KLUB TV / WALL DETAIL 3/8"=1'-0" 1 W -R" GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN FROM FACE OF STUD OR MASONRY/CONCRETE, OR CENTERLINE OF STRUCTURE, UNLESS INDICATED OTHERWISE. 2. WHERE SHOWN IN THE I.D. DRAWINGS, MOUNT ELECTRICAL DEVICES HORIZONTALLY. 3. PROVIDE GALVANIZED METAL STRAP BLOCKING AT ALL WALL -MOUNTED OR RECESS WALL -MOUNTED ACCESSORIES, EQUIPMENT, AND OTHER ITEMS, UNLESS INDICATED OTHERWISE. COORDINATE LOCATIONS AND EXTENTS WITH PROVIDING CONTRACTOR AND/OR LAF VENDOR. AT SHOWER SEAT LOCATIONS, PROVIDE MINIMUM 16 GA. GALVANIZED METAL STRAP BLOCKING AT ENTIRE WALL AREA OF SHOWER SEAT. 4. UNLESS INDICATED OTHERWISE, ALL TOILET ACCESSORIES SHALL BE MOUNTED AT AN ACCESSIBLE HEIGHT. COORDINATE WITH LAF VENDOR, ACCESSIBILITY STANDARDS AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. 5. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR DIMENSIONAL INFORMATION PERTAINING TO LOCATIONS, MOUNTING HEIGHTS, SIZES, AND MANEUVERING AREAS. IN THE KIDS RESTROOM, THE PLUMBING FIXTURES ARE ADA COMPLIANT CHILD SIZE FIXTURES. MOUNT ALL FIXTURES AND ACCESSORIES PER THE CHILDREN'S NOTES IN THE ADA STANDARDS. 6. SEE 7/A-2.14 FOR TYPICAL CURB DETAIL AT TOILET ROOM. 7. PLAYGROUND EQUIPMENT SHOWN IS BY LAF VENDOR. 8. PROVIDE CURVED OUTSIDE CORNER TRIM AT ALL OUTSIDE GYPSUM BOARD WALL CORNERS IN THE KIDS KLUB. MITER HORIZONTAL AND VERTICAL INTERSECTIONS TOGETHER FOR CLEAN, CONSISTENT APPEARANCE. COORDINATE INTERSECTION AND CORNER CONDITIONS WITH MANUFACTURER, FACTORY PREP THESE CONDITIONS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE 3/A-2.14. in, -911 ENLARGED KIDS KLUB PLAN 1/4"=11-011 Z 0 Z N m U :E » U L cr 0 L w N Z OL » s `U^ W L / 0 U LUU '0 :3 Z O M or N M 6:0C) 0 3 U H rRro 3c o toQ s V) LU 00 M M M 0 O O O O 110O LL LL -10�00 wz ¢w�w0- 0 cn-d M = w w z 0 DO z N =H D W Z W W o wcn=¢xa= F-�w-z ZUxZU W Q ~ 0 A XwXU)wUW 00=ww<ww UUo?�=m0H N0WoF- r - E3 CN kAQ 0F F' e s vz rn 0 Com o 0 KEYNOTES Proj #: Issue Date: 170264 1. COUNTERTOP/CASEWORK, SEE I.D. DRAWINGS AND ACCESSIBILITY 12. WALL GRAPHIC LOCATION. SEE I.D. DRAWINGS. Checked By: WB/KC STANDARDS. 13. ACCESSIBLE FLOOR THRESHOLD. 2. ACCESSIBLE, CHILD HEIGHT SINK. 14. KID KLUB PLAY EQUIPMENT, BY LAF VENDOR. 3. ACCESSIBLE, CHILD HEIGHT TOILET. 15, KID KLUB PADDED FLOOR, BY LAF VENDOR. 4. FLOOR DRAIN. 16. . (NOT USED) 5. T.V. WALL LOCATION, SEE 2/A-2.14. 17. . 6. FLOORING TRANSITION AT RECESSED, PADDED CARPET AND ADJACENT 'C 0 SCHEDULED DOOR AND FRAME FLOORING, SEE 4/A-2.14. VENDOR. (NOT USED) 7. FLOORING TRANSITION AT RECESSED, PADDED CARPET AND TOILET 18. INTERIOR SIGNAGE TYPE 1 (ABOVE) AT KID KLUB ENTRANCE. SEE ROOM DOOR, SEE 5/A-2.14. a 4&5/A-7.4 AND I.D. DRAWINGS. CARPET OVER PADDED SUBFLOOR - BY LAF 8. . (NOT USED) 19. INfERIOR SIGNAGE PfflE 2 (ABOVE) AT VENBING. SEE 6&7/A 7.4 AND VENDOR. MAINTAIN LEVEL SURFACE 9. WALL MOUNTED GAME PANELS AND GYPSUM BOARD REVEALS AT THIS I.B. DRAWINGS. NOT USED. Li LOCATION, SEE I.D. DRAWINGS. COORDINATE REVEAL TERMINATION AT 20. . (NOT USED) BOTTOM OF WALL. REVEALS SHALL TERMINATE AT THE TOP OF THE 21. SEE A-2.13 FOR TOILET AND BATHROOM ACCESSORIES, THIS ROOM. ADA -COMPLIANT RESILIENT TRANSITION - WALL BASE. 2 . FULL HEIGHT PILASTER, "D. SEE I.D. DRAW NGS FOR COMPLETE COORDINATE TYPE WITH FIELD CONDITION 10. COAT HOOK LOCATION, SEE I.D. DRAWINGS. UT, 11. PROVIDE RADIUSED CORNER TRIM AT OUTSIDE WALL CORNER. SEE 23. PARTIAL HEIGHT SURROUND, SEE ID DRAWINGS. 3/A-2.14. N RESILIENT SHEET FLOORING - SEE I.D. DRAWINGS 2 TOILET AND BATHROOM ACCESSORIES CONCRETE SLAB A. 24°X36" CHANNEL -FRAMED MIRROR AT WALL -HUN LAVATORY. D. TOILET PAPER DISPENSER, BY OTHERS. CONFIRM FINAL LOCATION WITH I.D. DRAWINGS. AND ACCESSIBILITY E. TOILET SEAT COVER DISPENSER LOCATION, BY OTHERS. STANDARDS. CENTER ON LAVATORY. F. 18" LONG ACCESSIBLE VERTICAL GRAB BAR. B. WALL -MOUNTED SOAP DISPENSER AT WALL MOUNTED LAVATORY, BY G. 36" LONG ACCESSIBLE HORIZONTAL GRAB BAR. OTHERS. H. 42" LONG ACCESSIBLE HORIZONTAL GRAB BAR. C. PAPER TOWEL DISPENSER, BY OTHERS. RECESSED SLAB - SEE SLAB PLAN CARPET OVER PADDED SUBFLOOR - BY LAF VENDOR. MAINTAIN LEVEL SURFACE ADA -COMPLIANT RESILIENT TRANSITION - COORDINATE TYPE WITH FIELD CONDITION RESILIENT SHEET FLOORING - SEE I.D. DRAWINGS CONCRETE SLAB RECESSED SLAB - SEE SLAB PLAN TRANSITION AT RECESSED SLABS KIDS KLUB FLOORING TRANSITION - PLAYGROUND AREA TO TV AREA 3"=1'-0" 5/8" GYPSUM BOARD CARPET OVER PADDED SUBFLOOR - BY LAF VENDOR. RAMP UP PADDED SUBFLOOR 1:12 MAX. ADA -COMPLIANT RESILIENT TRANSITION - COORDINATE TYPE WITH FIELD CONDITION RESILIENT SHEET FLOORING - SEE I.D. DRAWINGS CONCRETE SLAB CESSED SLAB AETAL STUD FRAMING - SEE WALL TYPES "URVED OUTSIDE CORNER TRIM, FRY REGLET 5/8"R CURVED )UTSIDE CORNER TRIM DRMC-OS-625 OR EQUAL. TYPICAL AT 4LL OUTSIDE CORNERS IN THE KIDS CLUB. MITER INTERSECTIONS TOGETHER FOR CLEAN, CONSISTENT APPEARANCE. COORDINATE NTERSECTION AND CORNER CONDITIONS WITH MANUFACTURER, -ACTORY PREP THESE CONDITIONS PER THE MANUFACTURER'S RECOMMENDATIONS. KIDS KLUB TYPICAL RADIUS CORNER TRIM 6"=1'-0" CASEWORK TV- SURROUND, BY LAf VENDOR RECESS IN CASEWORK FOR T.V DUPLEX POWER OUTLET, SEE ELECTRICAL DUPLEX DATA OUTLET, SEE ELECTRICAL T.V. WALL MOUNTING BRACKET - BY LAF AV VENDOF T.V. - BY OWNEF q KIDS KLUB TV / WALL DETAIL 3/8"=1'-0" 1 W -R" GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN FROM FACE OF STUD OR MASONRY/CONCRETE, OR CENTERLINE OF STRUCTURE, UNLESS INDICATED OTHERWISE. 2. WHERE SHOWN IN THE I.D. DRAWINGS, MOUNT ELECTRICAL DEVICES HORIZONTALLY. 3. PROVIDE GALVANIZED METAL STRAP BLOCKING AT ALL WALL -MOUNTED OR RECESS WALL -MOUNTED ACCESSORIES, EQUIPMENT, AND OTHER ITEMS, UNLESS INDICATED OTHERWISE. COORDINATE LOCATIONS AND EXTENTS WITH PROVIDING CONTRACTOR AND/OR LAF VENDOR. AT SHOWER SEAT LOCATIONS, PROVIDE MINIMUM 16 GA. GALVANIZED METAL STRAP BLOCKING AT ENTIRE WALL AREA OF SHOWER SEAT. 4. UNLESS INDICATED OTHERWISE, ALL TOILET ACCESSORIES SHALL BE MOUNTED AT AN ACCESSIBLE HEIGHT. COORDINATE WITH LAF VENDOR, ACCESSIBILITY STANDARDS AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. 5. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR DIMENSIONAL INFORMATION PERTAINING TO LOCATIONS, MOUNTING HEIGHTS, SIZES, AND MANEUVERING AREAS. IN THE KIDS RESTROOM, THE PLUMBING FIXTURES ARE ADA COMPLIANT CHILD SIZE FIXTURES. MOUNT ALL FIXTURES AND ACCESSORIES PER THE CHILDREN'S NOTES IN THE ADA STANDARDS. 6. SEE 7/A-2.14 FOR TYPICAL CURB DETAIL AT TOILET ROOM. 7. PLAYGROUND EQUIPMENT SHOWN IS BY LAF VENDOR. 8. PROVIDE CURVED OUTSIDE CORNER TRIM AT ALL OUTSIDE GYPSUM BOARD WALL CORNERS IN THE KIDS KLUB. MITER HORIZONTAL AND VERTICAL INTERSECTIONS TOGETHER FOR CLEAN, CONSISTENT APPEARANCE. COORDINATE INTERSECTION AND CORNER CONDITIONS WITH MANUFACTURER, FACTORY PREP THESE CONDITIONS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE 3/A-2.14. in, -911 ENLARGED KIDS KLUB PLAN 1/4"=11-011 Z 0 Z N m U :E » U L cr 0 L w N Z OL » s `U^ W L / 0 U LUU '0 :3 Z O M or N M 6:0C) 0 3 U H rRro 3c o toQ s V) LU 00 M M M 0 O O O O 110O LL LL -10�00 wz ¢w�w0- 0 cn-d M = w w z 0 DO z N =H D W Z W W o wcn=¢xa= F-�w-z ZUxZU W Q ~ 0 A XwXU)wUW 00=ww<ww UUo?�=m0H N0WoF- r - E3 CN kAQ 0F F' e s vz rn 0 Com o 0 PLAN AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=20 14 Drawn By: Checked By: WB/KC 0 0 n 'C 0 0 a v Li o U 7 i2 N o � 0 Z Sheet Name: ENLARGED KIDS KLUB PLAN AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=20 14 Drawn By: Checked By: WB/KC KC WINDOW SILL BELOW CONT. JOINT SEALANT ,8. A-2.15 GLASS BLOCK WINDOW - SEE WINDOW SCHEDULE. CONT. JOINT SEALANT AND BACKER ROD RETURN SHEATHING AT WINDOW JAMB. 0 EXTERIOR WALL CONSTRUCTION - SEE WALL SECTIONS. CONT. 1X4 FIRE -TREATED FURRING STRIPS. 3/4" FIRE -RETARDANT TREATED, PAINT GRADE PLYWOOD WITH COUNTER SUNK WOOD SCREW AT 24" O.C. SAND ENTIRE SURFACE SMOOTH, PROVIDE WOOD FILLER AS REQUIRED. PROVIDE BULLNOSE RADIUS ON ALL CORNER. ALIGN EDGE OF PANEL WITH FINISH FACE OF SHEATHING, TYP. AT TOP AND BOTTOM OF PANEL, PROVIDE CONT. HORIZONTAL FURRING STRIPS TO PROVIDE COMPLETE CLOSURE BEHIND PANEL. MAINTAIN SAME 3" CLEAR FROM EDGE OF PANEL. NOTE: PANEL HEIGHT AND WIDTH ARE PER I.D. DWGS. TYPICAL BASKETBALL ART GRAPHIC FRAMING PLANT DETAIL: 1 1/2"=1'-0" R 0 I 00 co I is WALL PADS AT ENDS OF BASKETBALL COURT. SECURE TO WALL WITH MANUFACTURER'S STANDARD DETAIL. PROVIDE FIRE TREATED WOOD BLOCKING AT ALL ANCHOR LOCATIONS, AS REQUIRED. NOTES: 1. INSTALL ALL OUTLETS HORIZONTALLY BELOW THE BOTTOM OF THE PADS AND ABOVE THE WALL BASE. 2. DO NOT INSTALL SWITCHES OR OCCUPANCY SENSORS IN THE WALL PADS. 3. COORDINATE PAD FABRICATION WITH ANY CODE REQUIRED DEVICES THAT CANNOT BE LOCATED OUTSIDE OF THE PADS. 4. COORDINATE INSTALLATION WITH I.D. DRAWINGS. WALL PAD DETAIL 3/8" (2) DIAGONAL CABLE STAYS 5'-3", CONFIRM WITH MANUF. WHERE STEEL COLUMNS ARE PROVIDED, COORDINATE FINAL LOCATIONS WITH ANCHOR REQUIREMENTS FOR BACKSTOF ELEVATION `6' A-2.15 WALL CONSTRUCTION - SEE PLANS FOR TYPES STEEL COLUMN TO SUPPORT BACKSTOP FRAMING - SEE STRUCTURAL PROVIDE SOLID FIRE -TREATED WOOD BLOCKING AT ALL GAPS BETWEEN STEEL COLUMN AND WOOD PADS. SIZE BLOCKING 1/4" SMALLER THAN PAD, EXTEND WALL FINISH MATERIAL BEHIND i BEHIND. - WOOD PADS - SIZE AS RECOMMENDED BY MANUFACTURER. USE FINISH GRADE WOODS, FINISH ALL EDGES. - BASKETBALL BACKBOARD (TEMPERED GLASS WITH CUSHION) AND RIM jA T.O. RIM 10'-0' A.F.F. PADS - SIZE AS MMENDED BY IFACTURER. USE FINISH E WOODS, FINISH ALL S. DIAGONAL CABLE STAYS STEEL BASKETBALL ,STOP ;ETBALL BACKBOARD PERED GLASS WITH iION) AND GOAL lo' -O' A.F.F. NOTES: 1. STEEL FRAMING ONLY OCCURS AT METAL STUD WALLS. AT MASONRY AND CONCRETE WALLS, BACKSTOP ATTACHES DIRECTLY TO MASONRY/CONCRETE WALL CONSTRUCTION. COORDINATE WALL FURRING TO CONCEAL ALL STRUCTURAL CONNECTIONS. 2. NO VISIBLE OR PROTRUDING BOLTS, ANCHORS, FASTENERS, OR OTHER EXPOSED ITEMS SHALL BE ACCEPTED AT THE NON -BASKETBALL SIDE OF THE WALL. 3. CONTRACTOR SHALL COORDINATE BASKETBALL EQUIPMENT WITH BASKETBALL EQUIPMENT PROVIDER AND STEEL FABRICATOR/CONTRACTOR. BASKETBALL BACKSTOP DETAIL 3/8"=1'-0" COMPOSITE, FLOATING WOOD ATHLETIC FLOORING. POLYURETHANE SEALED MAPLE OVER PLYWOOD SUBSTRATE OVER RUBBER CUSHION PADS VAPOR BARRIER CONCRETE SLAB - SEE STRUCTURAL SOLID BLOCKING AT PERIMETER OF POST SUPPORT. ANCHOR BLOCKING TO SLAB, DO NOT ANCHOR FLOORING TO BLOCKING. SLEEVE COVER PLATE, PROVIDE WITH NO PROTRUDING ELEMENTS. SET FLUSH WITH TOP OF WOOD FLOORING. GALV. STEEL SLEEVE POST - COORDINATE SIZE, LENGTH, AND INSTALL ANGLE WITH MANUFACTURER'S REQUIREMENTS CONCRETE FOUNDATION FOR POST SUPPORT. MINIMUM SIZE AS SHOWN, COORDINATE WITH MANUFACTURER'S REQUIREMENTS VOLLEYBALL MANUF. MAY REQUIRE SLEEVE TO BE ANGLED, PARALLEL WITH LINE OF NET, FOR TENSIONING PURPOSES. COORDINATE. WITH MANUF. VOLLEY BALL POST SLEEVE DETAIL 3"=1'-0" SCHEDULED DOOR AND FRAME FURRED INTERIOR FACE OF WALL - SEE WALL - TYPES FOR CONSTRUCTION EXTERIOR STRUCTURAL WALL BEYOND - SEE WALL SECTIONS ADA -COMPLIANT ALUMINUM THRESHOLD - SIZE AS REQUIRED TO COVER CONSTRUCTION AS SHOWN. ANCHOR INTO MAIN CONCRETE FLOOR, FLOAT OVER WOOD FLOOR COMPOSITE, FLOATING WOOD ATHLETIC FLOORING. POLYURETHANE SEALED MAPLE OVER PLYWOOD SUBSTRATE OVER RUBBER CUSHION PADS EXTEND RECESSED SLAB AREA INTO DOOR OPENING AND ALIGN WITH BACK EDGE OF FRAME. COORDINATE WITH EXTERIOR WALL CONSTRUCTION. VAPOR BARRIER OVER CONCRETE FLOOR SLAB RETURN UP WALL AND SEAL TO WALL WOOD ATHLETIC FLOORING AT EXTERIOR DOOR THRESHOLD 3"=1'-0" SCHEDULED DOOR AND FRAME WALL CONSTRUCTION BEYOND - SEE WALL TYPES FOR CONSTRUCTION ADA -COMPLIANT ALUMINUM THRESHOLD WITH FLUSH TOP - SIZE AS REQUIRED TO COVER CONSTRUCTION AS SHOWN. ANCHOR INTO MAIN CONCRETE FLOOR, FLOAT OVER WOOD FLOOR COMPOSITE, FLOATING WOOD ATHLETIC FLOORING. POLYURETHANE SEALED MAPLE OVER PLYWOOD SUBSTRATE OVER RUBBER CUSHION PADS VAPOR BARRIER OVER CONCRETE FLOOR SLAB RETURN UP WALL AND SEAL TO WALL WOOD ATHLETIC FLOORING AT INTERIOR DOOR THRESHOLD 3"=1'-0" MIRROR MAY OCCUR, SEE I.D. DRAWINGS. 1/4" MIRROR WITH POLISHED EDGES AND SEAMED BUTT JOINTS. ALUMINUM TRACK, TOP AND BOTTOM OF MIRROR - TYP. WALL CONSTRUCTION - SEE WALL TYPES FOR CONSTRUCTION 30 VENTILATED COVE BASE COMPOSITE, FLOATING WOOD ATHLETIC FLOORING. POLYURETHANE SEALED MAPLE OVER PLYWOOD SUBSTRATE OVER RUBBER CUSHION PADS VAPOR BARRIER OVER CONCRETE FLOOR SLAB RETURN UP WALL AND SEAL TO WALL TYPICAL WOOD ATHLETIC FLOORING VENTED BASE DETAIL GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN FROM FACE OF STUD OR MASONRY/CONCRETE, UNLESS INDICATED OTHERWISE. 2. G.C. TO COORDINATE OCCUPANCY SENSOR IN THE ROOM, COORDINATE INSTALLATION WITH I.D. DRAWINGS. 3. WHERE OUTLETS ARE TO BE INSTALLED BELOW WALL PADS WITH LOW BOTTOM ELEVATIONS, TURN OUTLET HORIZONTALLY AND MOUNT IN SPACE BETWEEN MIRROR AND WALL BASE. COORDINATE WITH I.D. DRAWINGS. Issue Date: 4. PROVIDE VENTILATED COVE BASE AT PERIMETER OF ROOM, EXCEPT AT DOOR THRESHOLD LOCATION. SEE DETAILS THIS SHEET FOR TRANSITIONS AT DOOR THRESHOLDS. q • t t� Fi, 5. PROVIDE PROTECT COVERS ON ALL WALL AND CEILING MOUNTED FIRE ALARM DEVICES, EXIT SIGNS, AND FIRE SUPPRESSION HEADS. PROVIDE WIRE FABRIC GUARDS AT ALL SKYLIGHTS. LIGHT FIXTURES SHALL HAVE SHATTER -RESISTANT LENSES. 6. SEE 9/A-7.5 FOR INSTALLATION REQUIREMENTS FOR CEILING MOUNTED UTILITIES AND LIGHT FIXTURES IN THIS ROOM. KEYNOTES m 1. WOOD ATHLETIC FLOOR OVER VAPOR BARRIER AND RECESSED VENDOR. SEE 6/A-2.15. NO VISIBLE OR PROTRUDING BOLTS, CONCRETE SLAB. SEE 2,3,4/A-2.15 FOR INTERFACE WITH ADJACENT ANCHORS, FASTENERS, OR OTHER EXPOSED ITEMS SHALL BE CONSTRUCTION. ACCEPTED AT THE NON -BASKETBALL SIDE OF THE WALL. 2. ACCESSIBLE DOOR THRESHOLD, SEE 3&4/A-2.15 FOR FLOORING 10. VOLLEYBALL RECEIVER SLEEVE, POSTS, AND NET. THIS ITEM SHALL INSTALLATION REQUIREMENTS AT DOOR. BE PURCHASED AS A COMPLETE SYSTEM AND COORDINATED WITH THE 3. STEEL COLUMN LOCATION FOR BASKETBALL BACKSTOP SUPPORT - VENDOR. SEE 5/A-2.15. SEE STRUCTURAL DRAWINGS. COORDINATE FINAL DIMENSIONS WITH 11. NOT USED. BACKSTOP MANUFACTURER ANCHORING AND SPACING REQUIREMENTS. 12. NOT USED. 4. 2" COURT LINE, PAINTED. SEE I.D. DRAWINGS FOR PAINT COLOR. 13. PROVIDE VENTILATED WALL BASE AT PERIMETER OF ROOM. SEE 5. PROVIDE 1" CLEAR BREAK BETWEEN INTERSECTING COURT LINES, AS 2/A-2.15 AND I.D. DRAWINGS. SHOWN. 14. GRAPHIC PANEL LOCATION, SEE 8/A-2.15 AND I.D. DRAWINGS. 6. L.A. FITNESS LOGO, PAINTED. MATCH L.A. FITNESS LOGO COLORS. 15. INTERIOR SIGNAGE TYPE 1 AT BASKETBALL ENTRANCE (ABOVE). SEE SEE I.D. DRAWINGS FOR COLORS AND LAYOUT. 4&5/A-7.4 AND I.D. DRAWINGS. 7. PROVIDE CORED HOLES THROUGH ATHLETIC FLOORING AND CONCRETE 16. BUILDING STEEL COLUMN LOCATION - SEE STRUCTURAL DRAWINGS. SLAB FOR FOR VOLLEYBALL POSTS AND SLEEVES. INSTALL TOP OF 17. BENGII LOW01., SEE I.B.DRAWING NOT USED. SLEEVE FLUSH WITH TOP OF WOOD FLOOR. SEE 5/A-2.15. 18 . NOT USED. 8. WALL PADDING AT ENDS OF BASKETBALL COURT. SEE 7/A-2.15. 19. AT THIS LOCATION MOUNT THE WALL PADS TO THE DOOR. COORDINATE 9. BASKETBALL BACKSTOP, BACKBOARD, AND GOAL. THIS ITEM SHALL BE OPERATING CLEARANCES FOR THE DOOR AND DOOR HARDWARE WITH PURCHASED AS A COMPLETE SYSTEM AND COORDINATED WITH THE DOOR INSTALLER. SUBMIT COORDINATION DRAWING. SHOW ELEVATION U WITH ALL INSTALLATION CLEARANCES AND ALL HARDWARE SHOWN. o J 0 < w z Q��wda--v0� zn �UH2LU 0 WZ0 �Z - UJ =awZzwOwof �ww¢M Ofwit(0wUwXO a.wZ��v 00=wwaww 0 Of0 � LU w�Uwu_aF- z PLAN AND DETAILS Proi #: Issue Date: 170264 f ap q • t t� Fi, A=2015 0 z Z OMM WB/KC N m "M , U N 0 av 0 4-1 s " °1 3 c U o p a cp< Q <_c `^ i o W w U z M o" a 0 a� o L s U LU � a (./) M W Ln o0 o0 `o a o 0 C) Q U_ o J 0 < w z Q��wda--v0� zn �UH2LU 0 WZ0 �Z - UJ =awZzwOwof �ww¢M Ofwit(0wUwXO a.wZ��v 00=wwaww 0 Of0 � LU w�Uwu_aF- o N 0 � Cl PLAN AND DETAILS Proi #: Issue Date: 170264 f ap q • t t� Fi, A=2015 Dn3wn 8y: Checked By: WB/KC m '. 1,016 , o N 0 � Cl PLAN AND DETAILS Proi #: Issue Date: 170264 09-01-2017 Sheet No.: A=2015 Dn3wn 8y: Checked By: WB/KC m 0 a U 'F N a 0 a� o a Z `o E U_ � a �Q z o o Sheet Name: ENLARGED BASKETBALL PLAN AND DETAILS Proi #: Issue Date: 170264 09-01-2017 Sheet No.: A=2015 Dn3wn 8y: Checked By: WB/KC KC 0 WALL CONSTRUCTION – SEE WALL TYPES PROVIDE FIRE–RETARDANT–TREATED WOOD BLOCKING AT AED CABINET LOCATION. COORDINATE FINAL LOCATION AND EXTENT WITH LA FITNESS. W Z Z U O w w O z? LAJo z wo U _ U_ _ O 0 3 " Z 0 0 I I�LJILIII•t ..nu_ fxwt_, SEE I.D. DRAWINGS. NOTE: ALL WIRING FOR SOUND SYSTEM SHALL BE CONCEALED IN ADJACENT WALL CONSTRUCTION AND HORIZONTAL WOOD SLAT PANELING. EXPOSED WIRES WILL NOT BE ACCEPTED. AEROBICS ROOM AV DETAIL ELEVATION 1/2"=1'-0" BRING IN CONTROL WIRE BRING SPEAKER WIRES FROM FIRE ALARM PANEL TO CD PLAYER/AMP WOOD PANEL BAND – SEE TYPICAL DETAILS 1&2/A-7.4 B.O. WOOD PANELING VARIES AT LOCATIONS INDICATED, PROVIDE 5/8" GYP. BD. OVER 1 1/2" METAL STUDS AT 16" O.C. FUR STUDS OUT AT REQUIRED TO ALIGN WITH FACE OF WOOD PANEL WALL CONSTRUCTION– SEE WALL TYPES. FINISH FACE OF FULL HEIGHT WALL CONSTRUCTION, ABOVS AT LOCATIONS INDICATED, PROVIDE 5/8" GYP. BD. OVER 1 1/2" METAL STUDS AT 16" O.C. FUR STUDS OUT AT REQUIRED TO ALIGN WITH FACE OF WOOD PANEL WALL CONSTRUCTION– SEE WALL TYPES. RETURN GYPSUM BOARD AT TOP OF PILASTER. AED CABINET – SUPPLIED BY OWNER r N W Z � �D Q � U� O N w U' z? C r-� w o Ly W U _ U_ _ O CL 3 o ui NOTES: . - 1. CONFIRM FINAL CABINET DIMENSIONS WITH LAF VENDOR. �i 2. COORDINATE INSTALLATION WITH I.D. DRAWINGS AND L.A. FITNESS. .y- O O ELEVATION AFn r:ARINFT (PnPTARI F nr=FIRRII I ATnRl nl=TAII 3/4"=1'-0" WALL CONSTRUCTION – SEE WALL TYPES PROVIDE -IRE–RETARDANT–TREATED WOOD BLOCKING AT PERIMETER OF FIRE TINGUISHER CABINET. AT WET LOCATIONS, PROVIDE METAL STRAP BLOCKING. != fN NOTES: SIGNAGE REQUIRED CCN _ _ BY THE LOCAL SHOWN ON THE PLANS ARE BASED UPON A 75FT TRAVEL AUTHORITY HAVING RADIUS AND 3,000 S.F. AREA. SHOULD THE AUTHORITY W HAVING JURISDICTION REQUIRE ADDITIONAL LOCATIONS, OR BE BY SIGNAGE VERIFY 3 DOCUMENTS, REVIEW THE REVISIONS WITH THE ARCHITECT ui cm 3 0 0 0 0 w — Co STANDARD VERTICAL PROCEEDING. SEE 2/A-7.1. w — 0 3 illi Ml 0 3 E M M C> WALL MOUNTED FIRE EXTINGUISHERS AN BRACKETS o X FACTORY APPLIED 3. ALL FIRE EXTINGUISHER CABINETS THROUGHOUT THE P\r/%Tl e%L 1 ELEVATION WALLET LOCKER DETAIL 3/4"=1'-0" WALL CONSTRUCTION – SEE WALL TYPES PROVIDE FIRE–RETARDANT–TREATED WOOD BLOCKING AT PERIMETER OF FIRE EXTINGUISHER CABINET. AT WET LOCATIONS, PROVIDE METAL STRAP BLOCKING. ADA COMPLIANT RECESSED DOOR PULL FIRE EXTINGUISHER AND CABINET VERIFY e% r e% -v- 1 /1 \ 1 SEE PLANS FOR ALL WIDTHS. PLAN AT OUTSIDE CORNER LOCATIONS, ALIGN FINISH FACE OF PARTIAL HEIGHT PILASTER WITH OUTSIDE FACE OF FULL HEIGHT WALL FINISH FACE OF HORIZONTAL WOOD BAND PANELING, ABOVE TYPICAL PARTIAL HEIGHT PILASTER DETAIL 1 1/2"=1'-0" NOTES: 1. DO NOT INSTALL WALLET LOCKERS IN RATED WALLS. 2. COORDINATE INSTALLATION WITH I.D. DRAWINGS AND LA FITNESS. 3. CONFIRM FINAL WALLET LOCKER SIZES WITH THE MANUFACTURER. 4. AT INTERIOR WALL LOCATIONS, RECESS MOUNT WALLET LOCKERS. 5. AT THE INTERIOR, FURRED FACE OF EXTERIOR WALLS, SURFACE MOUNT WALLET LOCKERS. ANY ADDITIONAL NOTES: SIGNAGE REQUIRED 1. LOCATIONS AND QUANTITIES OF ARE EXTINGUISHERS _ _ BY THE LOCAL SHOWN ON THE PLANS ARE BASED UPON A 75FT TRAVEL AUTHORITY HAVING RADIUS AND 3,000 S.F. AREA. SHOULD THE AUTHORITY JURISDICTION SHALL HAVING JURISDICTION REQUIRE ADDITIONAL LOCATIONS, OR BE BY SIGNAGE DIFFERING LOCATIONS FROM THOSE SHOWN IN THESE — — J VENDOR DOCUMENTS, REVIEW THE REVISIONS WITH THE ARCHITECT MANUFACTURER'S AND THE LA FITNESS REPRESENTATIVE PRIOR TO F STANDARD VERTICAL PROCEEDING. SEE 2/A-7.1. Ml illi Ml 2. PROVIDE ALL CABINETS WITH A MINIMUM SIZE 2A:10B:10C ELEVATION WALLET LOCKER DETAIL 3/4"=1'-0" WALL CONSTRUCTION – SEE WALL TYPES PROVIDE FIRE–RETARDANT–TREATED WOOD BLOCKING AT PERIMETER OF FIRE EXTINGUISHER CABINET. AT WET LOCATIONS, PROVIDE METAL STRAP BLOCKING. ADA COMPLIANT RECESSED DOOR PULL FIRE EXTINGUISHER AND CABINET VERIFY e% r e% -v- 1 /1 \ 1 SEE PLANS FOR ALL WIDTHS. PLAN AT OUTSIDE CORNER LOCATIONS, ALIGN FINISH FACE OF PARTIAL HEIGHT PILASTER WITH OUTSIDE FACE OF FULL HEIGHT WALL FINISH FACE OF HORIZONTAL WOOD BAND PANELING, ABOVE TYPICAL PARTIAL HEIGHT PILASTER DETAIL 1 1/2"=1'-0" NOTES: 1. DO NOT INSTALL WALLET LOCKERS IN RATED WALLS. 2. COORDINATE INSTALLATION WITH I.D. DRAWINGS AND LA FITNESS. 3. CONFIRM FINAL WALLET LOCKER SIZES WITH THE MANUFACTURER. 4. AT INTERIOR WALL LOCATIONS, RECESS MOUNT WALLET LOCKERS. 5. AT THE INTERIOR, FURRED FACE OF EXTERIOR WALLS, SURFACE MOUNT WALLET LOCKERS. ANY ADDITIONAL NOTES: SIGNAGE REQUIRED 1. LOCATIONS AND QUANTITIES OF ARE EXTINGUISHERS _ _ BY THE LOCAL SHOWN ON THE PLANS ARE BASED UPON A 75FT TRAVEL AUTHORITY HAVING RADIUS AND 3,000 S.F. AREA. SHOULD THE AUTHORITY JURISDICTION SHALL HAVING JURISDICTION REQUIRE ADDITIONAL LOCATIONS, OR BE BY SIGNAGE DIFFERING LOCATIONS FROM THOSE SHOWN IN THESE — — J VENDOR DOCUMENTS, REVIEW THE REVISIONS WITH THE ARCHITECT MANUFACTURER'S AND THE LA FITNESS REPRESENTATIVE PRIOR TO F STANDARD VERTICAL PROCEEDING. SEE 2/A-7.1. 1R LITE 2. PROVIDE ALL CABINETS WITH A MINIMUM SIZE 2A:10B:10C E FIRE EXTINGUISHER. PROVIDE SAME SIZE/TYPE FOR ALL E CODE COMPLIANT, WALL MOUNTED FIRE EXTINGUISHERS AN BRACKETS X FACTORY APPLIED 3. ALL FIRE EXTINGUISHER CABINETS THROUGHOUT THE LETTERING. PROVIDE BUILDING SHALL BE THE SAME TYPE/STYLE. COORDINATE N n BLACK, ARIAL FONT CABINET TYPES ANY FIRE EXTINGUISHER FRAME G QRS PROTRUSIONS REQUIRED PRIOR TO SUBMITTING SHOP DRAWINGS AND ORDERING. H RECESSED, ADA 3.1. PROVIDE TRIMLESS, FLUSH CABINETS WHERE WALL E R COMPLIANT PULL CONSTRUCTION PERMITS. FIRE EXTINGUISHER 3.2. PROVIDE SEMI–RECESSED CABINETS WHERE DEPTH CABINET OF WALL CONSTRUCTION PROHIBITS TRIMLESS, FLUSH CABINETS. 3.3. PROVIDE SURFACE MOUNTED CABINETS AT ALL EXTERIOR WALLS. 4. AT ALL WET LOCATIONS, PROVIDE CLEAR ANODIZED ALUMINUM FIRE EXTINGUISHER CABINETS. AT ALL OTHER LOCATIONS, PROVIDE BAKED ENAMEL ON MANUFACTURER'S m STANDARD STEEL BODY. 5. AT ALL WET LOCATIONS, PROVIDE STAINLESS STEEL BODY FIRE EXTINGUISHERS. AT ALL OTHER LOCATIONS, PROVIDE MANUFACTURER'S STANDARD STEEL BODY IN RED ENAMEL.. 6. WHERE FIRE EXTINGUISHERS ARE INDICATED TO BE DOOR ELEVATION INSTALLED IN A RATED WALL, PROVIDE FIRE RATE FIRE EXTINGUISHER CABINETS. 7. CONFIRM FINAL QUANTITIES AND LOCATIONS WITH THE AUTHORITY HAVING JURISDICTION. NOTIFY ARCHITECT OF ANY CHANGES PRIOR TO PROCEEDING WITH THE WORK. TYPICAL FIRE EXTINGUISHER CABINET DETAIL 3/4"=1'-0" WOOD PANEL BAND – SEE 1&2/A-7.4. PANEL BAND CONTINUES BEHIND TV AND BRACKET. DUPLEX RECEPTACLE AND DUPLEX DATA TERMINAL MOUNTED ON WALL, CENTERED BEHIND TV. INSTALL BOXES HORIZONTALLY, PROVIDE 6' BETWEEN CENTERLINE OF BOXES. T.V. BY OWNER. MOUNT TO WALL BRACKET AND ANGLE DOWNWARD WALL BRACKET BY LAF VENDOR. SEE DETAILS AND WALL CONSTRUCTION– SEE WALL TYPES. G.C. TO PROVIDE ARE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FOR WALL BRACKET SUPPORT AND ANCHORAGE COORDINATE FINAL LOCATION OF T.V.s IN FIELD. TYPICAL ZOOM T.V. INSTALLATION DETAIL Z W O Z {n m U 4-1 s « U Q '000 L_ w W ~ Z O « L rU^ W V / of Z) H W W U Ir Q Cv U-) �0 z O M rn r- &00 o CU -'t 0 v 3 0 H 3 c o T m s V) LU M LL oo 0 QCOI—Wa�Ill Oof Uj zaCn r� 0 P M W Z � cn Z oII--OtYWZaLO h - Q = LU LU > in n = _< W Z Z co < W O W O IX W Q M~ 0 H ofwWCnwUW— aw�Z��v 0 0= W W Q W W U U?>= m >_0 H 0 W LLO 2 H 0 CV CQ N 0 rn 0 N G 0 C 0 Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: Am7el Drawn By: Checked By: WB/KC KC m � p 0 n U m a g U U L Sheet Name: INTERIOR DETAILS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: Am7el Drawn By: Checked By: WB/KC KC DOOR SCHEDULE NOTES ALUMINUM STOREFRONT FRAME. COORDINATE FRAME DIMENSIONS, ABBREVIATIONS DOOR ALUM ALUMINUM THRESHOLD S.C. WOOD SOLID CORE FLUSH WOOD DOOR ALUM. ENTRANCE ALUMINUM ENTRANCE DOOR S.W.B. - F.S. SELECT WHITE BIRCH VENEER, FACTORY STAINED AND FINISHED ALUM. S.F. ALUMINUM STOREFRONT T.I. ALUM THERMALLY IMPROVED ALUMINUM THRESHOLD CLR. ANODIZED CLEAR ANODIZED ALUMINUM FINISH T.I. ALUM. C.W. THERMALLY IMPROVED ALUMINUM CURTAINWALL F.T. IGU FULLY TEMPERED (SAFETY GLASS) INSULATED GLASS UNITS. T.I. ALUM. ENTRANCE THERMALLY IMPROVED ALUMINUM ENTRANCE. MATCH ADJACENT INSULATED GLASS UNITS IN WINDOW FRAMING HT. [THK. T.I. ALUM. S.F. THERMALLY IMPROVED ALUMINUM STOREFRONT. F.T. SG FULLY TEMPERED SINGLE PANE SAFETY GLASS. FINISH MATCH ADJACENT GLAZING IN WINDOW FRAMING. TILE TILE THRESHOLD, COORDINATE WITH I.D. DRAWINGS .GHM GALVANIZED HOLLOW METAL MANUF DOOR DETAIL IS PART OF MANUFACTURER'S STANDARD DETAILS, I FINISH SEE MANUFACTURER'S LITERATURE P.L. - BY OTHERS PLASTIC LAMINATE. BY CASEWORK FABRICATOR SILL FIRST FLOOR FIRST FLOOR WOOD WOOD FRAMING, BY CASEWORK CONTRACTOR PAINT FIELD PAINT, SEE I.D. DRAWINGS FOR FINISH(ES). 3'-0" RESILIENT RESILIENT THRESHOLD, COORDINATE WITH I.D. DRAWINGS 7'-0" NOTES B 1. DOOR NUMBERS ARE DIRECTLY ASSOCIATED WITH THE ROOM NUMBERS. THERE ARE JUMPS IN THE DOOR 16. CONTRACTOR SHALL PREPARE A HARDWARE SCHEDULE, AND HARDWARE PRODUCT DATA, FOR REVIEW BY NUMBERING DUE TO ROOMS WITH NO DOORS IN THEM OR UNUSED ROOM NUMBERS. THE ARCHITECT PRIOR TO ORDERING DOORS, FRAMES, AND HARDWARE. 2. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE HOT DIPPED GALVANIZED AND SHOP PRIMED. 17. COORDINATE THRESHOLD TYPES AND LENGTHS WITH FIELD CONDITIONS. PAY CLOSE ATTENTION TO INSULATE ALL EXTERIOR HOLLOW METAL DOORS. GROUT EXTERIOR HOLLOW METAL FRAMES SOLID. CONDITIONS RECESSED SLABS FOR WOOD ATHLETIC FLOORS AND THICKSET TILE FLOORS. 3. WOOD DOOR STAIN SHALL MATCH TYPICAL WOOD VENEER/LAMINATE THRU THROUGH THE BUILDING. 18. TYPICAL MINIMUM ALUMINUM WINDOW AND DOOR FRAME SIZES (UNLESS NOTED OTHERWISE). 4. AT KIDS, KLUB, EGRESS GATE SHALL BE READILY OPERABLE FROM THE EGRESS SIDE OF THE GATE 18.1. EXTERIOR LOCATIONS: 2 1/4"X6", THERMALLY IMPROVED, CURTAIN WALL. WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. IN THE EVENT OF A LOSS OF POWER, 18.2. EXTERIOR LOCATIONS (HURRICANE AND IMPACT ZONES): 2 1/2"X5", THERMALLY IMPROVED, CURTAIN FIRE ALARM ACTIVATION, OR FIRE SUPPRESSION ACTIVATION, THE MAGNETIC LOCK SHALL FAIL SAFE WALL. MANUFACTURER'S STANDARD HURRICANE AND IMPACT RESISTANT WINDOW SYSTEM. (DISABLED). 5. ALARM LOCKS, DELAYED EGRESS LOCKS, AND PANIC HARDWARE LOCATIONS SHALL BE APPROVED BY THE 18.3. INTERIOR LOCATIONS (TYP.): 2"X4 1/2", NON -THERMAL, ALUMINUM STOREFRONT. LOCAL AUTHORITY HAVING JURISDICTION. 18.4. INTERIOR LOCATIONS (POOL, SPA, SAUNA, VESTIBULE AND OTHER LOCATIONS INDICATED): 2"X4 1/2", 6. DOORS THAT DO NOT HAVE A FRAME TYPE INDICATED ARE LOCATED IN WINDOW ASSEMBLIES. SEE THERMALLY IMPROVED, ALUMINUM STOREFRONT. WINDOW TYPES FOR INFORMATION ON THESE FRAMES. 18.5. EXTERIOR DOORS: 2 1/4- THICK, 3 1/2' TOP AND SIDE RAILS, 10" BOTTOM RAIL, 7. ALL DOORS, DOOR FRAMES, AND DOOR HARDWARE SHALL BE ADA COMPLIANT, ALL LOCKSET DOOR THERMALLY -IMPROVED, ALUMINUM ENTRANCE. HANDLES SHALL BE LEVER TYPE. 18.6. INTERIOR DOORS: 1 3/4" THICK, 3 1/2" TOP AND SIDE RAILS, 10" BOTTOM RAIL, NON -THERMAL, 8. PROVIDE SILENCERS AT AT HOLLOW METAL DOOR FRAMES. ALUMINUM ENTRANCE. 9. PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR DOORS AND AT ALL INTERIOR DOORS AT WET LOCATIONS. 18.7. AT INTERIOR LOCATIONS, EXCEPT AT POOL WINDOWS, PROVIDE 6"H ALUMINUM BASE AT ALUMINUM 10. PROVIDE DOOR SWEEPS OR AUTOMATIC BOTTOMS AT ALL EXTERIOR DOORS. STOREFRONT AND CURTAINWALL. 11. PROVIDE ASTRAGALS AT ALL PAIRS OF DOORS. ASTRAGALS SHALL BE OF THE KIND THAT DO NOT 18.8. COORDINATE FINAL FRAMING SIZES WITH WINDOW LOAD REQUIREMENTS FOR THE PROJECT AND FOR REQUIRE A DOOR COORDINATOR FOR DOOR OPERATION. THE SPAN AND SPACING INDICATED IN THE WINDOW TYPES. 12. ALL PIN TYPE HINGES, WHICH ARE ACCESSIBLE FROM THE EXTERIOR, SHALL HAVE HAVE NON -REMOVABLE 105 PINS. 19. DOOR HARDWARE SIZES/LENGTHS LISTED IN THE SPECIFICATIONS ARE BASED UPON LAF TYPICAL 13. ALL DOORS SHALL BE OPENABLE FROM THE INTERIOR OF A ROOM OR SPACE WITHOUT THE USE OF A STANDARDS. CONTRACTOR SHALL COORDINATE ALL HARDWARE WITH DOOR SIZES LISTED IN THE DOOR KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT. SCHEDULE. 14. EGRESS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING ANY HAZARDOUS -- AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR GREATER. -- 15. ALL EGRESS DOORS SHALL HAVE EXIT DEVICES (PANIC HARDWARE) AS NOTED IN THE HARDWARE P.L. - BY OTHERS SCHEDULE. -- PER PER SCHEDULE � LU Uj al I I � o II II al DOOR TYPE 'A' DOOR TYPE 'B' PER PER SCHEDULE SCHEDULE STOREFRONT MANUF. 2" 2" 2" 2" STANDARD DOOR TYPE 'C' FRAME TYPE 'A' FRAME TYPE 'B' DOOR AND FRAME TYPES 1/4"=1'-0" HARDWARE SET #51.10.010 Doors: INTERIOR PAIR - OUTSWINGING, STOREROOM, OVERHEAD STOP *POOL STORAGE, STORAGE ROOM 0 WET AREA 6 Hinge TA2314 4 1/2 X 4 1/2 32D MC 2 Flush Bolt FB01 M or 02WJS26D MC 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP YMS 626 YA 1 Cylinder Core 1210 626 YA 2 Overhead Stop 10436 630 RX 1 Dustproof Strike DPI US26D MC 2 Door Silencers S1 M -OR- S2W MC q A CNOT:USED FRAME TYPE 'C' SAUNA WOOD PLANK FINISH, E SAUNA MANUFACTURE FIRE -TREATED WOOD BLOCKING, E CONTRACTOR. COORDINATE BL000 REQUIREMENTS WITH SAI MANUFACTURE SAUNA WOOD TRIM, BY SAUh MANUFACTURE CAULK JOINT SAUNA VARIES, SEE WAII TYPES DOOR SCHEDULE ALUMINUM STOREFRONT FRAME. COORDINATE FRAME DIMENSIONS, SIZE DOOR AND ROUGH OPENING SIZE, THRSH. WITH STOREFRONT ~z o 0 U MANUFACTURER. STOREFRONT MANUF. FRAME TYPE 'C' SAUNA WOOD PLANK FINISH, E SAUNA MANUFACTURE FIRE -TREATED WOOD BLOCKING, E CONTRACTOR. COORDINATE BL000 REQUIREMENTS WITH SAI MANUFACTURE SAUNA WOOD TRIM, BY SAUh MANUFACTURE CAULK JOINT SAUNA VARIES, SEE WAII TYPES DOOR SCHEDULE MARK SIZE DOOR FRAME THRSH. LABEL DETAILS HDW REMARKS DR. NO. DR. NO. RM. NO. WD. PROVIDE DOUBLE STUDS AT EACH JAMB. AT SAUNA, HT. [THK. TYPE MATERIALT FINISH GLAZING ]LITE SIZE TYPEJ MATERIAL I FINISH HEAD TJAMB SILL FIRST FLOOR FIRST FLOOR 105A 105 3'-0" X 7'-0" 1 3/4" B ALUM. ENTRANCE CLR. ANODIZED F.T. SG FULL -- ALUM. S.F. CLR. ANODIZED RESILIENT -- MANUF. MANUF. S4 31.97.630 PUSH/PULL SET 105A 105B 105 3'-0" X 3'-6" 1 3/4" -- WOOD P.L. - BY OTHERS -- -- -- WOOD P.L. - BY OTHERS RESILIENT -- -- -- -- 52.70.500 BY MILLWORK SUPPLIER, SEE NOTE 4 SLAB RECESS SHALL BE CENTERED UNDER DOOR IN THE CLOSED POSITION. 1058 1050 105 3'-0" X 3'-6" 1 3/4" -- WOOD P.L. - BY OTHERS -- -- -- WOOD P.L. - BY OTHERS RESILIENT -- -- -- -- 52.01.500 BY MILLWORK SUPPLIER, SEE NOTE 4 1050 106A 106 3'-0" X 7'-0" 1 3/4" A S.C. WOOD S.W.B. - F.S. -- -- A GHM PAINT RESILIENT -- H3 J3 S3 50.03.610 106A 109A 109 3'-0" X 7'-0" 1 3/4" A S.C. WOOD S.W.B. - F.S. -- -- A GHM PAINT RESILIENT -- H3 J3 S3 50.10.610 109A 113A 113 3'-0" X 7'-0" 2 1/4" B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL -- T.I. ALUM. S.F. CLR. ANODIZED TILE -- MANUF. MANUF. S4 SIM. 31.15.631 PROVIDE DEAD LATCH WITH PADDLE OPERATORS TO COMPLY WITH POOL REQS. 113A 113B 113 3'-0" X 7'-O" 2 1/4" B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL C T.I. ALUM. S.F. CLR. ANODIZED TILE -- H4 J4 S4 31.95.631 PUSH/PULL SET 113B 113A -A 113A 3'-0" X 7'-0" 2 1/4" B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL C T.I. ALUM. S.F. CLR. ANODIZED TILE -- H5 J5 S5 31.99.601 PUSH/PULL SET 113A -A 115A -A 115A 3'-0" X 7'-0" 1 3/4" A GHM PAINT -- -- A GHM PAINT TILE -- H3 J3 S3 61.10.620 115A -A 118A 118 3'-0" X 7'-0" 2 1/4" B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL -- T.I. ALUM. S.F. CLR. ANODIZED T.I. ALUM -- MANUF. MANUF. S4 SIM. 31.11.630 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE 118A 119A 119 3'-6" X 7'-0" 1 3/4" A GHM PAINT -- -- A GHM PAINT -- 45 MIN. H3 J3 S3 61.10.710 119A 120A -A 120A PR. 3'-0" X 7'-0" 1 3/4" A SIM. GHM PAINT -- -- A GHM PAINT -- -- H3 J3 S3 51.10.010 120A -A 123A 123 3'-0" X 7'-0" 1 3/4" A GHM PAINT -- -- A GHM PAINT TILE -- H3 J3 S3 61.10.620 123p 127A 127 3'-0" X 7'-0" 2 1/4" B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL -- T.I. ALUM. S.F. CLR. ANODIZED TILE -- MANUF. MANUF. S4 SIM. 31.15.631 PROVIDE DEAD LATCH WITH PADDLE OPERATORS TO COMPLY WITH POOL REQS. 127A 127B 127 3'-0" X 7'-0" 2 1/4" B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL C T.I. ALUM. S.F. CLR. ANODIZED TILE -- H4 J4 S4 31.95.631 PUSH/PULL SET 1278 127A -A 127A 3'-0" X 7'-0" 2 1/4" B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL C T.I. ALUM. S.F. CLR. ANODIZED TILE -- H5 J5 S5 31.99.601 PUSH/PDLL SET 127A -A 127B -A 1278 3'-0" X 7'-0" 1 3/4" A GHM PAINT -- -- A GHM PAINT TILE -- H3 J3 S3 61.10.620 1278-A 131A 131 3'-0" X 7'-0" 1 3/4" A S.C. WOOD S.W.B. - F.S. -- -- A GHM PAINT -- -- H3 J3 S3 50.06.610 131A 132A 132 3'-0" X 7'-0" 1 3/4" A S.C. WOOD S.W.B. - F.S. -- -- A GHM PAINT RESILIENT -- H3 J3 S3 50.10.620 132A 133A 133 3'-0" X 7'-0" 1 3/4" A S.C. WOOD S.W.B. - F.S. -- -- A GHM PAINT -- 45 MIN. H3 J3 S3 40.01.712 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE 133A 134A 134 3'-0" X 7'-0" 1 3/4" A S.C. WOOD S.W.B. - F.S. -- -- A GHM PAINT -- -- H3 J3 S3 50.10.501 134A 137A 137 PR. 3'-0" X 6'10" 1 3/4" C ALUM. ENTRANCE CLR. ANODIZED F.T. SG FULL -- ALUM. S.F. CLR. ANODIZED ALUM -- MANUF. MANUF. S4A 31.95.130 PUSH/PULL SET 137A 142A 142 PR. 3'-0" X 7'-0" 1 3/4" C ALUM. ENTRANCE CLR. ANODIZED F.T. SG FULL -- ALUM. S.F. CLR. ANODIZED RESILIENT -- MANUF. MANUF. S4 31.95.130 PUSH/PULL SET 142A - " - -- 143BV1 " 1 " n H5 - TYPICAL LOCATIONS MOISTURE RESISTANT GYPSUM BOARD AND METAL STUD WALL - SEE WALL TYPES FOR CONSTRUCTION. VAPOR BARRIER OCCURS AT SAUNA SIDE OF WALL. PROVIDE METAL STUD HEADER AT HEAD OF WALL OPENING. MIN. (2) 6"D AT OPENINGS 4'-0" OR LESS. MIN. (2) 10"D AT DOOR OPENINGS 4'-0" OR GREATER. FILL HEADER AT SAUNA WITH BATT INSULATION. PROVIDE 'J' MOULD TRIM AT END OF GYPSUM BOARD, TYPICAL BOTH SIDES CAULK BOTH SIDES OF FRAME THERMALLY IMPROVED ALUMINUM STOREFRONT THERMALLY IMPROVED ALUMINUM ENTRANCE, PROVIDE DOORS AT SAUNAS WITH WOOD HANDLES SCHEDULED GLAZING CORRIDOR SAUNA WOOD PLANK FINISH, BY VARIES, SEE WALL TYPES MOISTURE RESISTANT GYPSUM BOARD AND METAL SAUNA MANUFACTURER WITH WALL THICKNESS STUD WALL - SEE WALL TYPES FOR CONSTRUCTION. VARIES, SEE WALL TYPES WALL CONSTRUCTION BEYOND. VAPOR BARRIER OCCURS AT SAUNA SIDE OF WALL. FIRE -TREATED WOOD BLOCKING, BY rr THE MANUF ,BUT NOT LESS CONTRACTOR. COORDINATE BLOCKING r r ri PROVIDE DOUBLE STUDS AT EACH JAMB. AT SAUNA, REQUIREMENTS WITH SAUNA ri FILL STUDS WITH BATT INSULATION. MANUFACTURER. r DOOR r THRESHOLD IN WOOD ATHLETIC EQ. r PROVIDEULD TRIM AT END OF GYPSUM BOARD, WOOD TRIM, BY SAUNA r TYPSAUNA CAL BOTH MANUFACTURER ° A CAULK BOTH SIDES OF FRAME CAULK JOINT 2" CLR. EXPANSION SPACE, TYP. �— THERMALLY IMPROVED ALUMINUM STOREFRONT FRAME J5 - TYPICAL LOCATIONS �Q A 0 ALUMINUM ENTRANCE DOOR SCHEDULED GLAZING SCHEDULED GLAZING FINISH FACE OF WOOD TRIM AT SAUNA - BY SAUNA MANUFACTURER THERMALLY IMPROVED ALUMINUM STOREFRONT FRAME BEYOND ALUMINUM ENTRANCE DOOR COORDINATE TRANSITIONS IN FLOORING MATERIAL, AND RELATED THRESHOLDS WITH I.D. DRAWINGS. TYPICALLY, TRANSITIONS IN FLOORING MATERIALS SHOULD BE CENTERED UNDER THE DOOR IN THE a I CLOSED POSITION. INTERIOR CONCRETE SLAB a RECESSED SLAB MAY OCCUR, SEE SLAB PLAN. AT n WALL OPENINGS, SLAB RECESS SHALL BE CENTERED UNDER DOOR IN THE CLOSED POSITION.S5 -TYPICAL LOCATIONS DOOR DETAILS - INTERIOR ALUMINUM DOOR AND FRAME AT SAUNA C, VARIES, SEE WALL TYPES PROVIDE METAL STUD BOX BEAM HEADER AT HEAD OF WALL OPENING. MIN (2) 6"D METAL STUDS AT OPENINGS 4'-0" OR LESS. MIN. (2) 10"D AT OPENINGS GREATER THAN 4'-0 METAL STUD AND GYPSUM BOARD WALL, SEE WALL TYPES FULL HEIGHT METAL STUD JOINT SEALANT AND BACKER C, ROD, TYP. BOTH SIDES. MATCH WINDOW FRAMING COLOR. SCHEDULED DOOR AND FRAME, SHIM AS REQUIRED, PROVIDE FRAME ANCHORS IN TYPE AND QUANTITY AS RECOMMENDED BY THE MANUFACTURER, BUT NOT H4 - TYP. CONDITION LESS THAN REQUIRED BY SPECIFICATIONS. WALL CONSTRUCTION BEYOND. VARIES, SEE WALL TYPES VARIES, SEE WALL TYPES METAL STUD AND GYPSUM BOARD WALL, SEE WALL TYPES FULL HEIGHT METAL STUD (2) PARTIAL HEIGHT METAL STUDS AT HEADER SUPPORT JOINT SEALANT AND BACKER ROD, TYP. BOTH SIDES. MATCH WINDOW FRAMING COLOR. SCHEDULED DOOR AND FRAME, SHIM AS REQUIRED, PROVIDE FRAME ANCHORS IN TYPE AND QUANTITY AS RECOMMENDED BY THE MANUFACTURER, BUT NOT LESS THAN REQUIRED BY SPECIFICATIONS. WALL CONSTRUCTION BEYOND 1" DOOR SCHEDULED DOOR AND FRAME, SHIM 1" MIN., COORD. WITH EQ. FRAME EQ. AS REQUIRED, PROVIDE FRAME ATHLETIC FLOORING MANUF. ANCHORS IN TYPE AND QUANTITY AS RECOMMENDED BY THE WOOD ATHLETIC FLOORING, SEE MANUFACTURER, BUT NOT LESS THAN I.D. DRAWINGS REQUIRED BY SPECIFICATIONS. VAPOR BARRIER, RETURN UNDER o o SCHEDULED THRESHOLD, SET IN JOINT THRESHOLD SEALANT BED. DO NOT ANCHOR THRESHOLD IN WOOD ATHLETIC 1 ° ° FLOORING. CEMENTIOUS UNDERLAYMENT LANDING e AND RAMP, RAMP THICKNESS VARIES 2" CLR. EXPANSION SPACE, TYP. � - COORD. MIN. CLEAR WIDTH CAST -IN-PLACE CONCRETE SLAB WITH MANUFACTURER S4A - TYP. AT WOOD ATHLETIC FLOORING UNLESS INDICATED 0 FLOORING MATERIAL DOOR IN THE WALL CONSTRUCTION BEYOND. THERWISE, TRANSITIONS CONFIRM FRAME DEPTH SCHEDULED DOOR AND FRAME. ATHLETIC FLOORING MANUF. WITH WALL THICKNESS ORS IN AND VARIES, SEE WALL TYPES WALL CONSTRUCTION BEYOND. QUANTRAM ITY AS RE DED BY WOOD ATHLETIC FLOORING, SEE VARIES, SEE WALL TYPES THE MANUF ,BUT NOT LESS I.D. DRAWINGS 9 THAN ED BY SPECIFICATIONS. VAPOR BARRIER, RETURN UNDER41 SCHEDULED THRESHOLD, SET IN JOINT THRESHOLD DOOR - 'I ¢�v THRESHOLD IN WOOD ATHLETIC EQ. FRAME EQ. -) - CEMENTIOUS UNDERLAYMENT LANDING 3 V t - ° A AND RAMP, RAMP THICKNESS VARIES CENTER 2" CLR. EXPANSION SPACE, TYP. U COORD. MIN. CLEAR WIDTH o UNDER WITH MANUFACTURER CAST -IN-PLACE CONCRETE SLAB S3A - TYP. AT WOOD ATHLETIC FLOORING CONTRACTOR SHALL CLOSED POSITION. o 0 SCHEDULED DOOR AND FRAME. w WITH WALL THICKNESS WALL CONSTRUCTION BEYOND SCHEDULED DOOR AND FRAME, SHIM AS REQUIRED, PROVIDE FRAME ANCHORS IN TYPE AND QUANTITY AS RECOMMENDED BY THE MANUFACTURER, BUT NOT LESS THAN REQUIRED BY SPECIFICATIONS. FLOORING MATERIAL, SEE I.D. DRAWINGS RECESSED SLAB FOR THICKEST TILE MORTAR 4 7 BED MAY OCCUR. AT WALL OPENINGS, n SLAB RECESS SHALL BE CENTERED UNDER CAST -IN-PLACE CONCRETE SLAB n s DOOR IN THE CLOSED POSITION. L S4 - TYP. CONDITION DOOR DETAILS - TYP. INTERIOR ALUM. ENTRANCE DOOR DETAILS 3"=1'-0" CONTRACTOR SHALL CONFIRM FRAME DEPTH H3 - TYP. CONDITION CONTRACTOR SHALL CONFIRM FRAME DEPTH WITH WALL THICKNESS VARIES, SEE WALL TYPES N F177= J3 - TYP. CONDITION CONTRACTOR SHALL NOTE: EXTERIOR DOORS AND FRAMES ARE BY THE SHELL CONTRACTOR PROVIDE METAL STUD BOX BEAM HEADER AT HEAD OF WALL OPENING. MIN (2) 6"D METAL STUDS AT OPENINGS 4'-0" OR LESS. MIN. (2) 10"D AT OPENINGS GREATER THAN 4'-0". METAL STUD AND GYPSUM BOARD WALL, SEE WALL TYPES FULL HEIGHT METAL STUD �1:n11 SCHEDULED DOOR AND FRAME. PROVIDE FRAME ANCHORS IN TYPE AND QUANTITY AS RECOMMENDED BY THE MANUFACTURER, BUT NOT LESS THAN REQUIRED BY SPECIFICATIONS. METAL STUD AND GYPSUM BOARD WALL, SEE WALL TYPES FULL HEIGHT METAL STUD (2) PARTIAL HEIGHT METAL STUDS AT HEADER SUPPORT JOINT SEALANT SCHEDULED DOOR AND FRAME. PROVIDE FRAME ANCHORS IN TYPE AND QUANTITY AS RECOMMENDED BY THE MANUFACTURER, BUT NOT LESS THAN REQUIRED BY SPECIFICATIONS. 1" MIN., COORD. WITH CONFIRM FRAME DEPTH SCHEDULED DOOR AND FRAME. ATHLETIC FLOORING MANUF. WITH WALL THICKNESS ORS IN AND OM WALL CONSTRUCTION BEYOND. QUANTRAM ITY AS RE DED BY WOOD ATHLETIC FLOORING, SEE VARIES, SEE WALL TYPES THE MANUF ,BUT NOT LESS I.D. DRAWINGS 9 THAN ED BY SPECIFICATIONS. VAPOR BARRIER, RETURN UNDER41 SCHEDULED THRESHOLD, SET IN JOINT THRESHOLD SEALANT BED. DO NOT ANCHOR - 'I ¢�v THRESHOLD IN WOOD ATHLETIC FLOORING. N -) - CEMENTIOUS UNDERLAYMENT LANDING 3 V t - ° A AND RAMP, RAMP THICKNESS VARIES 2" CLR. EXPANSION SPACE, TYP. U COORD. MIN. CLEAR WIDTH o WITH MANUFACTURER CAST -IN-PLACE CONCRETE SLAB S3A - TYP. AT WOOD ATHLETIC FLOORING CONTRACTOR SHALL 0 CONFIRM FRAME DEPTH SCHEDULED DOOR AND FRAME. w WITH WALL THICKNESS PROVIDE FRAME ANCHORS IN TYPE ^L' W WALL CONSTRUCTION BEYOND. AND QUANTITY AS RECOMMENDED BY VARIES, SEE WALL TYPES THE MANUFACTURER, BUT NOT LESS UNLESS INDICATED OTHERWISE, CENTER THAN REQUIRED BY SPECIFICATIONS. FLOORING MATERIAL TRANSITIONS UNDER DOOR IN THE CLOSED POSITION. I FLOORING MATERIAL, SEE I.D. --- -- ----- ------ -�- -- DRAWINGS RECESSED SLAB FOR THICKEST TILE MORTAR BED MAY OCCUR. AT WALL OPENINGS, SLAB RECESS SHALL BE CENTERED UNDER DOOR IN THE CLOSED POSITION. -' a o c o s CAST -IN-PLACE CONCRETE SLAB S3 - TYP. CONDITION W DOOR DETAILS - LnZ) �1� TYP. INTERIOR H.M. DOOR DETAILS A-8.1 / 3"=1'-0" o��oo aII-WaVO } wZa00CDW >-PUTL oZC)DZ rW~?CL �_o�wzaoc0 0 =wcn=aWa= oQWZZwOwS2 0 0: W EE Wx UWWO 00=wWQWI-W VU1- CIO 0(no�� f- z CN Proj #: Issue Date: 170264 OM Sheet No.: A=801 zZ rMn WB/KC (n 9 ai rn r` V > - 'I ¢�v N -) 3 V t - s °ro 1 3c U o i '00s raQ Q 0 w LU ap ^L' W ~ z M N O » » 0 0 L_ C_ U W � LnZ) M F F ul U o o Q 0 0 U o o��oo aII-WaVO } wZa00CDW >-PUTL oZC)DZ rW~?CL �_o�wzaoc0 0 =wcn=aWa= oQWZZwOwS2 0 0: W EE Wx UWWO 00=wWQWI-W VU1- CIO 0(no�� f- CID TYPES, AND DETAILS Proj #: Issue Date: 170264 0901-2017 Sheet No.: A=801 Drawn By: Ched�ed By: WB/KC KC N 0 0 0 0 0 H a E CD Z Sheet Name: DOOR SCHEDULE, TYPES, AND DETAILS Proj #: Issue Date: 170264 0901-2017 Sheet No.: A=801 Drawn By: Ched�ed By: WB/KC KC i 0 N 12'-0", 2 EQ. 6'-0' CLR. AT DOOR 4T NOTE: AT BASKETBALL ENTRANCE, ALL GLAZING SHALL BE FRONT SET TO 4T 4T BASKETBALL SIDE OF FRAME HEDULED o DOOR I I I \ I I/ < I I \ \I � 4T I 14T L fa �J Lr _ J FRAME TYPE 11-41 PREFINISHED ALUMINUM BRAKE METAL OVER FIRE RETARDANT TREATED WOOD BASKETBALL ENTRANCE BLOCK. MATCH WOOD ATHLETIC FLOORING HEIGHT. 9'-2". 2EQ. 9'-2". 2EQ. FRAME TYPE 'I-1' POOL WINDOW r nu 1111,11 iw nwmmvm BRAKE METAL OVER FIRE RETARDANT TREATED WOOD BLOCK. MATCH INTERIOR WINDOW FRAME TYPES H IGHTATHLEIIc FLOORING. FRAME TYPE '1-5' KIDS KLUB ENTRANCE FRAME TYPE 'I -1A' POOL WINDOW WITH DOOR 3'-0" CLR. AT DOOR DUIED NOTE: OPEN TRANSOM ABOVE DOOR FRAME FOR TRANSFER AIR r — BETWEEN SHOWERS I o I AND POOL N 2T I o \ \INI 104I ¢ \I SCHEDULED DOOR IN 2T 2T J FRAME TYPE '1-6' POOL VESTIBULE ENTRANCE 11'-4". 2 EQ. o � 0 0 LOYMII Lei Z0LeiLhIVh101�I�]���1 12'-0" EQ. 6'-0" CLR. AT DOOR EQ. 0 3T 3T WIN. NO. 3T TYPE 3T I FINISH 3T TEMPERED HEAD F SILL t o/ - I F\ I\ I I -1A T.I. ALUM. S.F. I � Iti OI I lO I I /I H2 J2 S2 106 118 I-1 T.I. ALUM. S.F. CLR. ANODIZED 1" IGU PARTIAL 0 00 6'-0' FRAME TYPE 'E-6' BASKETBALL WINDOWS 9'-9 ', 2EQ. 13'-5', 2EQ. M O z ih O J J 0 0 FRAME TYPE 'E-7' CLERESTORY END WINDOWS FULL HEIGHT COLUMNS WITH PREFlNISHED ALUMINUM COLUMN COVERS BEYOND. COLUMN COVERS BY WINDOW MANUFACTURER. CENTER VERTICAL MULLIONS FRAME TYPE 'E -7A' CLERESTORY SIDE WINDOWS 16'-0", 4 EQ. NOTE: THIS IS TYPICAL IN THE AEROBICS. SEE PLANS AND ELEVATIONS FOR ALL LOCATIONS. HIGH RIBBON WINDOW TYPE 1 11'-4". 2 EQ. 0 0 3T 3T FRAME TYPE '1-3' CYCLING ROOM WINDOW PREFINISHED ALUMINUM BRAKE METAL OVER FIRE RETARDANT TREATED WOOD BLOCK. MATCH WOOD ATHLETIC FLOORING HEIGHT. 16'-0', 4 EQ. 4 `O NOTE: THIS IS TYPICAL IN THE AEROBICS. SEE PLANS AND ELEVATIONS FOR ALL LOCATIONS. r r�nlvl I I I- C C -+n HIGH RIBBON WINDOW TYPE 1 v 19'-0R_ 2F0_ NOTE: EXTERIOR WINDOWS AND FRAMES 11 ARE BY THE SHELL CONTRACTOR FRAME TYPE'1-3A' CYCLING ROOM ENTRANCE Oji� MARK O DETAILS MAIN ENTRANCE VESTIBULE REAR WINDOW VESTIBULE SIDE WINDOW TYP. FRONT WINDOWS EXTERIOR AND ENTRANCE VESTIBULE WINDOW FRAME TYPES 15'-0', 3 EQ. NOTE: THIS IS TYPICAL IN THE FREE WEIGHTS AREA. SEE PLANS AND ELEVATIONS FOR ALL LOCATIONS. L_ i i r L_ L_ -.j HIGH RIBBON WINDOW TYPE 2 19'—n"_ 9F0 FRAME TYPE 'E -3A' TYP. FRONT WINDOWS WITH DOOR WINDOW SCHEDULE MARK FRAME DETAILS WIN. NO. RM. NO. TYPE MATERIAL I FINISH I GLAZING TEMPERED HEAD JAMB F SILL FIRST FLOOR 105 118 I -1A T.I. ALUM. S.F. CLR. ANODIZED 1" IGU PARTIAL H2 J2 S2 106 118 I-1 T.I. ALUM. S.F. CLR. ANODIZED 1" IGU PARTIAL H2 J2 S2 107 118 1-1 T.I. ALUM. S.F. CLR. ANODIZED 1" IGU PARTIAL H2 J2 S2 108 113 1-6 T.I. ALUM. CLR. ANODIZED 1" IGU FULL H4 J4 S4 109 127 1-6 T.I. ALUM. CLR. ANODIZED 1" IGU FULL H4 J4 S4 110 105 1-5 ALUM. S.F. CLR. ANODIZED 1/4' S.P. GLASS FULL H1 J1 S1 111 142 1-3 ALUM. S.F. CLR. ANODIZED 1/4" S.P. GLASS PARTIAL H1 J1 Si 112 142 I -3A ALUM. S.F. CLR. ANODIZED 1/4' S.P. GLASS PARTIAL H1 J1 Si 113 137 I -2A ALUM. S.F. CLR. ANODIZED 1/4' S.P. GLASS FULL H1 J1 S1A 114 137 1-2 ALUM. S.F. CLR. ANODIZED 1/4' S.P. GLASS PARTIAL H1 J1 SIA SIM. 115 137 1-2 ALUM. S.F. CLR. ANODIZED 1/4" S.P. GLASS PARTIAL H1 J1 S1A SIM. 116 137 1-2 ALUM. S.F. CLR. ANODIZED 1/4" S.P. GLASS PARTIAL H1 J1 S1A SIM. 118 144 I -3A ALUM. S.F. CLR. ANODIZED 1/4" S.P. GLASS FULL H1 J1 S1 CLERESTORY CL1-CL10 -- E-7 T.I. ALUM.,C ANODIZED 1' IGU -- 1&2/A-2.10.1 2&3/A-2.10 1&2/A-2.10.1 CLt 1, CL12-- . AL 1" IGU -- 1&2/A-2.10.1 2&3/A-2.10 1&2/A-2.10.1 SKYLIGHT SCHEDULE MARK SIZE USED SKYLIGHT REMARKS NO. WIDTH LENGTH MA FINISH GLAZING 4TH FACE, SEE GLAZING NOTES FOR SPECIFIC INFORMATION. SK1-12 4'-0" - T.I. ALUM. CLR. ANODIZED D.W. POLY SPECIFIC INFORMATION D.W. POLY DOUBLE WALL 'BUBBLE' POLYCARBONATE X 5'-0' T.I. ALUM. CLR. ANODIZED D.W. POLY SPECIFIC INFORMATION WINDOW AND SKYLIGHT SCHEDULE NOTES ABBREVIATIONS N l' THICK INSULATED GLASS UNM SEE GLAZING NOTES FOR SPECIFIC INFORMATION. ALUM. S.F. ALUMINUM STOREFRONT 1' SPANDREL IGU 1' THICK INSULATED GLASS UNIT WITH SPANDREL COATING ONUAL M. CA ALUMINUM CURTAINWALL 4TH FACE, SEE GLAZING NOTES FOR SPECIFIC INFORMATION. A=802 O 2 CLR. ANODIZED CLEAR ANODIZED ALUMINUM FINISH. 114' S.P. GLASS 1/4" THICK SINGLE PANE GLASS, SEE GLAZING SCHEDULE FOR (� SPECIFIC INFORMATION D.W. POLY DOUBLE WALL 'BUBBLE' POLYCARBONATE 112' LAM. GLASS 1/2' LAMINATED GLASS- (2) LAYER 1/4" THICK SINGLE PANE GLASS BLOCK 8x8x4' UNIT GLASS BLOCK UNITS GLASS WITH CLEAR INTERLAYER, SEE GLAZING SCHEDULE FOR W �� ; �0 SPECIFIC INFORMATION T.I. ALUM. C.W. THERMALLY IMPROVED ALUMINUM CURTAINWALL ALUM,. ALUMINUM T.I. ALUM. S.F. THERMALLY IMPROVED ALUMINUM STOREFRONT. NOTES -4-JN 1. FIELD VERIFY ALL DIMENSIONS, COMPLY WITH DESIGN INTENT SHOWN IN THE 6. TYPICAL ALUMINUM FRAMED WINDOW MINIMUM FRAME SIZES AND TYPES (UNLESS DRAWINGS. NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR NOTED OTHERWISE). TO PROCEEDING WITH THE WORK. COORDINATE ALL WORK WITH RELATED (SUB)CONTRACTORS. 6.1. EXTERIOR LOCATIONS: 2 1/4"X6", THERMALLY IMPROVED, CURTAIN WALL. 2. ALL ALUMINUM STOREFRONT AND CURTAINWALL FRAMES SHALL BE DESIGNED FOR 6.2. EXTERIOR LOCATIONS (HURRICANE AND IMPACT ZONES): 2 1/2"X5", STRUCTURAL ADEQUACY WITH WIND LOADS AS REQUIRED BY LOCAL APPLICABLE THERMALLY IMPROVED, CURTAIN WALL MANUFACTURER'S STANDARD CODE AND PER THE LOAD INFORMATION PROVIDED IN THE STRUCTURAL HURRICANE AND IMPACT RESISTANT WINDOW SYSTEM. DRAWINGS. GLAZING SUBCONTRACTOR IS RESPONSIBLE FOR PROVIDING SHOP DRAWINGS AND NECESSARY CALCULATIONS TO CONFIRM DESIGN ADEQUACY. 6.3. INTERIOR LOCATIONS 2"X4 1/2', NON -THERMAL, ALUMINUM )' WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION, CONTRACTOR STOREFRONT. SHALL SUBMIT SHOP DRAWINGS SEALED BY A LOCALLY LICENSED STRUCTURAL 6.4. INTERIOR LOCATIONS (POOL, SPA, SAUNA, VESTIBULE AND OTHER LOCATIONS ENGINEER TO THE LOCAL AUTHORITY FOR APPROVAL INDICATED): 2'X4 1/2', THERMALLY IMPROVED, ALUMINUM STOREFRONT. 3. ALL GLAZING WITHIN 18' OF FLOOR LEVEL SHALL BE FULLY TEMPERED GLASS 6.5. EXTERIOR DOORS: 2 1/4" THICK, 3 1/2" TOP AND SIDE RAILS, 10' (SAFETY GLASS). BOTTOM RAIL, THERMALLY -IMPROVED, ALUMINUM ENTRANCE. 4. ALL GLAZING WITHIN 18' OF FLOOR LEVEL AND ADJACENT TO DOOR SHALL BE 6.6. INTERIOR DOORS: 1 3/4" THICK, 3 1/2' TOP AND SIDE RAILS, 10" FULLY TEMPERED GLASS (SAFETY GLASS). BOTTOM RAIL, NON -THERMAL, ALUMINUM ENTRANCE. 5. COORDINATE ALL CONCRETE AND MASONRY CURB DIMENSIONS WITH WINDOW 6.7. AT INTERIOR LOCATIONS, EXCEPT AT POOL WINDOWS, PROVIDE 6"H FRAMING SIZES. ALUMINUM BASE AT ALUMINUM STOREFRONT AND CURTAINWALL 6. COORDINATE ALL WINDOW SILL CONDITIONS, AND FLOOR FINISH TRANSITIONS WITH 6.8. COORDINATE FINAL FRAMING SIZES WITH WINDOW LOAD REQUIREMENTS FOR THE I.D. DRAWINGS. THE PROJECT AND FOR THE SPAN AND SPACING INDICATED IN THE WINDOW 7. SKYLIGHTS INDICATED IN THE SCHEDULE ARE BASED UPON BRYSTOLITE ALUMIL.ITE TYPES. ALIT -SF THERMALLY BROKEN, ALUMINUM FRAMED, DOMED SKYLIGHT WITH 0 INSULATED ALUMINUM CURB, SIZE AS INDICATED IN THE SCHEDULE. PROVIDE L WITH MANUFACTURER'S STANDARD INSULATED CURB, MINIMUM 12' HIGH. GLAZING SCHEDULE 0 • GLAZING TYPE 1: 1" LOW -E, GREEN TINT INSULATED GLASS UNIT.WITH INTEGRAL GLASS). PROVIDE (2) CLEAR GLASS LAYERS+CLEAR INTERLAYER. GLASS THERMAL BREAK. SEE GL -1C IN GLAZING SPECIFICATION. THICKNESS AS REQUIRED TO ACHIEVE PERFORMANCE REQUIREMENT. SEE GL -6 • GLAZING TYPE 1T: 1' LOW -E, GREEN TINT INSULATED GLASS UNIT WITH IN THE GLAZING SPECIFICATION. INTEGRAL THERMAL BREAK, FULLY TEMPERED (SAFETY GLASS). SEE GL -1C IN 0 GLAZING TYPE 5: 1' LOW -E INSULATED GLASS UNIT. THERMAL U VALUE SHALL GLAZING SPECIFICATION. BE 1.09 MINIMUM WITH INTEGRAL THERMAL BREAK. OUTER LIGHT: CLEAR. INNER • GLAZING TYPE 1S: 1' LOW -E, GREEN TINT INSULATED GLASS UNIT WITH LIGHT' CLEAR GLASS ACID ETCHED ON THIRD FACE. GUARDIAN SATIN DECO. INTEGRAL THERMAL BREAK. PROVIDE SPANDREL COATING ON 4TH FACE, MATCH SEE GL -7 IN GLAZING SPECIFICATION. ARCHITECT'S COLOR SAMPLE. SEE GL -1C (SIM.) IN GLAZING SPECIFICATION. • GLAZING TYPE 6: 8"X8"X4' GLASS BLOCK, STYLE "ESSEX AA'. INSTALL GLASS • GLAZING TYPE 2: 1" CLEAR INSULATED GLASS UNIT WITH INTEGRAL THERMAL BLOCK IN BASKET WEAVE PATTERN. BREAK. SEE GL -3 IN GLAZING SPECIFICATION. • GLAZING TYPE 2T: 1" CLEAR INSULATED GLASS UNIT WITH INTEGRAL THERMAL 0o o BREAK, FULLY TEMPERED (SAFETY GLASS). SEE GL -3 IN GLAZING SPECIFICATION. • GLAZING TYPE 3: 1/4' CLEAR GLASS. SEE GL -4 IN GLAZING SPECIFICATION. • GLAZING TYPE 3T: 1/4' CLEAR GLASS, FULLY TEMPERED (SAFETY GLASS). SEE o GL -4 IN GLAZING SPECIFICATION. • GLAZING TYPE 4T: 1/2LAMINATED CLEAR GLASS, FULLY TEMPERED (SAFETY y7 N 1 U_ J 0 ' w Z awHwa0O� za �— m H= w O z z �wo�wzaa0 F- EQ�ZZV �z0 =acwncn¢v0wR HwWQW WI=>- U R O a8�5 W �v 0=w`tw►-w U Ix Lu = > > = m O H 0 W w0 H 1- Z � N Proj #: Issue Date: 170264 �o Sheet No.: A=802 O 2 Z M WB/KC (� 9N M r` N � U cr W �� ; �0 -4-JN 3 u �_ C 0 s3: 3 c U o rq o i '0 tQ of L � ° w W � M O " 0 •€ L a o `U L^ . M / r w Ln O r a 0o o 0 N o y7 N V) U_ J 0 ' w Z awHwa0O� za �— m H= w O z z �wo�wzaa0 F- EQ�ZZV �z0 =acwncn¢v0wR HwWQW WI=>- U R O a8�5 W �v 0=w`tw►-w U Ix Lu = > > = m O H 0 W w0 H 1- m AND WINDOW TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=802 Drawn By: Checked By: WB/KC KC 00 N � N � w C 0 o 0 CL 0 •€ a o a u_ g y7 N y o � z Sheet Name: WINDOW SCHEDULE, AND WINDOW TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=802 Drawn By: Checked By: WB/KC KC DECK DRAIN NOTES: 1. DECK DRAINS TO BE STEGMEIER — FRONTIER DECK DRAINS WITH SLOTTED PVC COVER. 2. DECK DRAINS ARE EXTRUDED PVC WITH CONNECTING COUPLING, END, AND INTERSECTION FITTINGS. 3. COLOR TO BE SELECTED BY ARCHITECT. 4. AT BENDS, "Ts', AND CROSSES IN THE PVC DRAIN COVERS, MANUFACTURED DRAIN COVERS SHALL BE PROVIDED THAT MATCH THE BENDS, "T's", AND CROSSES. FIELD CUT SECTIONS OF DRAIN COVERS ARE NOT PERMITTED IN THESE LOCATIONS. PROVIDE RECESSED WALL HYDRANT WITH VACUUM BREAKER SLIP RESISTANT TILE DEPTH — MARKER AND NO DIVING SYMBOL (TYP) WITHIN 2 FEET OF WATERS EDGE. SEE DETAIL. MAXIMUM SPACING 25' (TYPICAL OF 11) '-7- P REFER TO SPA DRAWINGS FOR SPA DETAILS SPECTRUM PRODUCTS FREEDOM BP -350 ADA UFT AND SLEEVE 18" FROM WATER'S EDGE, MINIMUM V OF DECK BEHIND MOUNT, SLEEVE TO BE BONDED MSN.I, PROVIDE HOSE BIBB WITH VACUUM BREAKER UNDER SINK IN MEN'S RESTROOM SLOPE EQUIPMENT ROOM PROVIDE HOSE BIBB WITH FLOOR TO FLOOR DRAINS VACUUM BREAKER IN EQUIPMENT ROOM r 1210 1 SAFETY EQUIPMENT 'co 10 NI �I 0 ----- -----------------------------T=-------------------------------------------------------------------------- -- N - N LL � DECK DRAIN SAFETY EQUIPMENT PROVIDE RECESSED WALL EXISTING BUILDING FOUNDATION TO WI HYDRANT TH VACUUM REMAIN. SEE DETAIL, PAGE 3. BREAKER AT END OF EACH LAP LANE, INSTALLED TARGET IN POOL WALL AS SHOWN BELOW. "T" BAR AT END OF EACH LAP LANE TO BE 18" LONG, LAP LANE MARKINGS ARE 6" WIDE BAND OF 1" X 1" SLIP RESISTANT TILE POOL PLAN 5'-8 SLOPE FIRST 4 FEET OF POOL DECK 2% AWAY FROM POOL OR TOWARD DECK DRAINS AS PER HEALTH DEPARTMENT CODE 12-74 8,712 REAR SCALE: 1/8" = 1'-0,,LEFT RIGHT FRONT J —V POOL LIFT NOTE: PROVIDE HANDICAPPED ACCESS VIA STAINLESS STEEL SPECTRUM AQUATICS MODEL 26010 ASPEN WITH ANCHOR (BATTERY POWERED LIFT) MAINTAIN 4' CLEARANCE BETWEEN BOTTOM STEP AND LAP LANE MARKINGS C� MINIMUM 4'-0" BEHIND HANDRAILS L2El 6" WIDE BAND OF 1" X 1" SLIP RESISTANT LAP LANE TILE PROTRUDING CORNER W/ MINIMUM 2" RADIUS (TYP) 51-011 -------- GRAB ------ GRAB RAILS (TYPICAL OF 5 SETS) MINIMUM 4' BEHIND GRAB RAILS PROVIDE HOSE BIBB WITH VACUUM BREAKER! UNDER SINK IN WOMEN'S RESTROOM FLOATING ROPE LINES ASSOCIATED WITH LAP LANES MUST NOT OBSTRUCT THE ENTRANCE OR EXIT FROM THE POOL AND ARE PROHIBITED WHEN THE POOL IS OPEN FOR GENERAL USE. LAP LANE DETAIL ' 2' 401 8'712 POOL DATA a I I CAM I I 0 0 0 SIZE 22' X 75' 12 VOLT 300 WATT EQUIV. POOL LIGHT (TYPICAL OF 6) 1,683 S.F. DEPTH 3'-6" TO 4'-6" TO S-6" VOLUME 50,355 GALLONS PERIMETER 0 N N 4.20 HOURS FLOW RATE 3'-6" DEEP V-6" DEEP 3'-6" DEEP Fl E 40 mC vn ____d of > �� 75'-0" 9 C 0 <3. v 0 3� F- O c � v v 2 _c< N Q ir W z ----- -----------------------------T=-------------------------------------------------------------------------- -- N - N LL � DECK DRAIN SAFETY EQUIPMENT PROVIDE RECESSED WALL EXISTING BUILDING FOUNDATION TO WI HYDRANT TH VACUUM REMAIN. SEE DETAIL, PAGE 3. BREAKER AT END OF EACH LAP LANE, INSTALLED TARGET IN POOL WALL AS SHOWN BELOW. "T" BAR AT END OF EACH LAP LANE TO BE 18" LONG, LAP LANE MARKINGS ARE 6" WIDE BAND OF 1" X 1" SLIP RESISTANT TILE POOL PLAN 5'-8 SLOPE FIRST 4 FEET OF POOL DECK 2% AWAY FROM POOL OR TOWARD DECK DRAINS AS PER HEALTH DEPARTMENT CODE 12-74 8,712 REAR SCALE: 1/8" = 1'-0,,LEFT RIGHT FRONT J —V POOL LIFT NOTE: PROVIDE HANDICAPPED ACCESS VIA STAINLESS STEEL SPECTRUM AQUATICS MODEL 26010 ASPEN WITH ANCHOR (BATTERY POWERED LIFT) MAINTAIN 4' CLEARANCE BETWEEN BOTTOM STEP AND LAP LANE MARKINGS C� MINIMUM 4'-0" BEHIND HANDRAILS L2El 6" WIDE BAND OF 1" X 1" SLIP RESISTANT LAP LANE TILE PROTRUDING CORNER W/ MINIMUM 2" RADIUS (TYP) 51-011 -------- GRAB ------ GRAB RAILS (TYPICAL OF 5 SETS) MINIMUM 4' BEHIND GRAB RAILS PROVIDE HOSE BIBB WITH VACUUM BREAKER! UNDER SINK IN WOMEN'S RESTROOM FLOATING ROPE LINES ASSOCIATED WITH LAP LANES MUST NOT OBSTRUCT THE ENTRANCE OR EXIT FROM THE POOL AND ARE PROHIBITED WHEN THE POOL IS OPEN FOR GENERAL USE. LAP LANE DETAIL ' 2' 401 8'712 POOL DATA UNITS SERVED N/A SIZE 22' X 75' AREA 1,683 S.F. DEPTH 3'-6" TO 4'-6" TO S-6" VOLUME 50,355 GALLONS PERIMETER 202 LF TURNOVER 4.20 HOURS FLOW RATE 200 GPM BATHING LOAD 40 FACILITIES WOMENS RESTROOM MENS RESTROOM 4 SINKS 4 SINKS 5 TOILETS 3 TOILETS 3 URINALS POOL HYDRAULIC DATA PIPE FLOW RATE VELOCITY 4" RETURNS 200 G.P.M. 5.04 F.P.S. 6" MAIN DRAIN 200 G.P.M. 2.22 F.P.S. 6" GUTTER UNE 200 G.P.M. 2.22 F.P.S. 200 G.P.M. / 14 RETURNS = 14.3 GALLONS EACH RETURN SCALE: 1/8" = 1'-0" NOTE: ALL DEPTH MARKERS AND "NO DIVING" SIGNS SHALL BE SLIP RESISTANT TILE ON HORIZONTAL SURFACES AND GLAZED TILE ON VERTICAL SURFACES. DEPTH MARKER NOTE: PERMANENT TILE DEPTH MARKERS FOLLOWED BY THE APPROPRIATE ABBREVIATED WORDS "FT" OR "IN" SHALL BE INSTALLED IN MINIMUM 4" INCH HIGH NUMBERS AND LETTERS ON A 4-1/4" x 4-1/4" TILE WITH CONTRASTING BACKGROUND (4" HIGH NUMBERS ON A 4-1/4" TILE BACKGROUND TO ALSO BE USED IN GUTTER). DEPTH MARKERS SHALL INDICATE THE ACTUAL POOL DEPTH WITHIN 1/2 INCH AT NORMAL OPERATING WATER LEVEL WHEN MEASURED THREE FEET FROM POOL WALL. LOCATE MARKERS ON THE POOL INSIDE VERTICAL WALL AT THE WATER LEVEL AND ON TOP OF THE POOL DECK AT LOCATIONS SHOWN ON PLAN. ALSO MARKED ON POOL DECK SHALL BE "NO DIVING" IN 4 INCH LETTERS MARKERS NOT TO EXCEED 25'-0" SPACING. INTERNATIONAL RED NO DIVING SYMBOL MAY BE USED IN PLACE OF WORDS "NO DIVING" NO DIVING SYMBOL SHALL BE MINIMUM 4" ON A 4-1/4" SLIP RESISTANT TILE. POOL HEATERS POOL BACKWASH ACID AND EQUIPMENT LAYOUT MUST PROVIDE HOSE BIBS WITH STACKED PER SPA HEATER CHLORINE FOLLOW NEC 110-26 ACCESS VACUUM BREAKER IN 24" MIN. DISCHARGE VIA STORAGE MANUFACTURER'S CLEARANCE 2 AIR GAP REFER CONTAINERS AND WORKING SPACE IN EQUIPMENT ROOM 6" RECOMMENDATIONS TO PLUMBING AND FEEDERS EQUIPMENT AREAS MIN. 6" MIN. 3" MIN. DWG'S 6 MIN. ELEC. FLOOR E.M.S. wn DRAINe e 3' X SPA POOL DOOR LEAVE 3'-0" COLLECTOR COLLECTOR 000 CLEAR SPACE TANK TANK SEE MEP IN FRONT OF DRAWINGS FOR SUMP, REFER ELECTRICAL I I I ITl 6" EQUIPMENT TO PLUMBING PANELS ROOM VENTING DWG'S 6.0' X 7' 6"\i\2 DOOR 2„ I—FL O FLOOR DRAIII DRAIN ' 18" MIN. \\\_CLEARANCE 3.5' X 7' I I I I POOL EQUIPMENTT�i 3.5' X 7' DOOR i t l i i i POOL ROOM DOOR NOTE: PUMP PROVIDE CLEARANCE I , DOMESTIC HOT AROUND HEATERS AS 2 3„ SHOWN WATER HEATERS, 3" 6„ 2" REFER TO 2.5" PLUMBING DWG'S. 311 SPA FILTERS 0 0 RECIRC. SPA � PUMP RECIRC. SPA JET' i PUMP PUMP II I ROOM LAYOUT EQUIPMENT 2 3 REAR SCALE: 1/2" = 1'-0" LEFT RIGHT NOTES: 1. FLOOR SHALL BE NON—ABSORBENT, SLIP RESISTANT AND SLOPED TOWARD DRAIN. FRONT 2. COLLECTOR TANK TO BE LOCATED INSIDE EQUIPMENT ROOM. 3. ALL PIPING EXPOSED TO SUN SHALL BE PAINTED TO PROTECT IT FROM U.V. RAYS. 4. EQUIPMENT TO BE INSTALLED IN NEW EQUIPMENT ROOM WITH LOCKABLE DOOR MINIMUM 3' WIDE X 6' TALL WITH MINIMUM 7' HIGH CEILING 6. 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED AT EQUIPMENT LOCATION. 7. CHEMICALS SHALL BE STORED IN A COOL DRY AND WELL VENTILATED AREA UNDER A ROOF AND THE AREA SHALL BE INACCESSIBLE TO THE PUBLIC. CHEMICALS WHICH EMIT CORROSIVE FUMES SHALL NOT BE STORED IN THE EQUIPMENT ROOM. POST BY SPECTRUM PRODUCTS #4 X 2'-0" LONG \YX #4 AT 12" O.C. EACH WAY TOP AND BOTTOM 3" CLEARANCE SECTION I� 4'_0" - I io I CV SEE SECTION REQUIRED REINFOR( NOTE: TILE INSIDE THE POOL TO BE 1" X 1" DALTILE KEYSTONES, UNGLAZED AND SLIP RESISTANT. COLOR TO BE GALAZY D023 •I a -•• • i■■G.i■i■■■■i■i■i■i■.■■i■►�■i■■i■G■i■i■ ....................................... ...........■.................■........ ■■■■■■■■■■■■■■■■■0 ■■■■■■■0 0 00000 ■■■■■■ EDGE OF POOL COPING POOL WATER SURFACE BELOW IT T.O. TIL FLOOR BEYOND) V.I.F. FINISH FLOOR 0'-0" T.O. GUTTER INLET 0'-9" B.F.F. i� POOL DEPTH MARKERS, LOCATE AT SAME POSITION AS A I IMARKERS ON POOL DECK IN INTERIOR OF GUTTER 1111 11111 io -IDI AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. 101 -IDI i0 6" 1"X1" UNGLAZED, SLIP RESISTANT WALL TILE AT GUTTER/POOL 2 6' COPING. SEE I.D. DRAWINGS. 6„ CONCRETE POOL WALL 1"X1" UNGLAZED, SLIP RESISTANT WALL TILE TARGET, CENTER ON SEE ARCHITECTURAL AND I.D. DRAWINGS FOR POOL RACING LANE MARKERS AT BOTTOM OF POOL. GUTTER, WALL TARGET, LAP LANE MARKER, STEP EDGE, AND SPA BENCH EDGE TILE COLORS AND SIZES ELEVATION IN POOL CONTINUOUS 360' ROTATION 41 6' I 9/16' --111 3/8' SWIM LIFT MODEL - 26010 ASPEN F19 3/4' SETBACK I ...,. I NOTE FOOTREST DIMENSIONS VARY WITH SPECIFIC APPLICATIONS. CIFICATIONS ARE NOMINAL AND ARE SUBJECT TO CHANGE, PLEASE CONTACT SPECTUM PRODUCTS FOR CUSTOM APPLICATIONS, FREEDOM LIFT DETAIL NOT M SCALE 2 /THIS PROJECT • I ' \ ri ri I I NOTE: POOL IS TO BE CONSTRUCTED IN A NEW LA FITNESS SPORTS CLUB BUILDING 41011 00,, •O 9 X R O. R •O tl O CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMAN@BELLSOUTH.NET ACE PROJECT# 17CO59 �J\�• i tJ��R�,9 ' GENS ' N 0 .' SO • .4 S10 14 $ •�. �. • �� (n POOL LAYOUT AND DETAILS 4--' Issue Date: LO to U z W ON Drawn By: Checked By: Z Q� O N 0 o M •— mC vn of > �� 00 L_ C 0 <3. v 3� F- O c � v v 2 _c< N Q ir W z W N 00 O O O U LO LO 0 w O O r - (6 U < O O 0 oU) UL o}moo Q"'�wdUO rcnwz000=Fnw wp 0 mUzpDz w0 d 0 [ � O ��oafWz 0=WI< P��_ z Of Z LD af EE W 0 w U WW 0 awe~���3:0 M:)=OafOo=wWQW,-W o�o�� Sheet Name: POOL LAYOUT AND DETAILS Proj #: Issue Date: 170264 01-08-2018 Sheet No.: spi no Drawn By: Checked By: RJS DIF 0 0 N N O O O (6 0 0 O .Q E p o U -, 0 N cn cnN U � N z o tr Sheet Name: POOL LAYOUT AND DETAILS Proj #: Issue Date: 170264 01-08-2018 Sheet No.: spi no Drawn By: Checked By: RJS DIF . 8 2" VACUUM LINE Oil -- I— — /T\ /T""4v 4" RETURN IIII LINE SPLITS TO 3" AROUND 2" EQUALIZER 6" GUTTER LINE III 6" MAIN I POOL LINE SPLITS TO 4" . DRAIN LINE — 71 AROUND POOL 14 DIRECTIONALLY ADJUSTABLE RETURN INLETS (20' MAXIMUM SPACING) (14.3 GPM EACH) VGBA APPROVED 12" X 12" MAIN DRAIN WITH VACUUM FITTING WITH SPRINGTAMPER PROOF SCREW FASTENED FRAME AND GRATE. VELOCITY THROUGH GRATE = 0.39 FPS 1i LOADED SAFETY COVER (TYP OF 2) (TYPICAL OF 2) — — — _- — -- -----—�. - — — — — — — — — — — — — — — — — — — — GUTTER DRAIN MAXIMUM 10'2" VACUUM LINE SPACING (TYPICAL OF 25) PIPING PLAN NOTE: EACH MAIN DRAIN COVER IS DESIGNED TO CARRY 100% OF THE RECIRCULATION FLOW. SCALE: 1/8" = 1'-0" POOL EQUIPMENT SCHEDULE DATA QTY ITEM MANUFACTURER MODEL NO: DESCRIPTION 1 RECIRCULATION PUMP - SELF PRIMING - 5HP PENTAIR 022019 200 GPM AT 67' TDH; W/HAIR AND LINT STRAINER 1 COLLECTOR TANK VAK PAK CT 200 MINIMUM 200 GALLONS SEE DETAILS 2 FILTER PENTAIR TR -140C HIGH RATE SAND, 7.06 SQUARE FEET EACH 2 STRAINER 6" DIAMETER INTEGRAL WITH PUMPS 3 PRESSURE GAUGES WEKSLER AA442PE4LW 4.5" DIAMETER FACE (0-60 PSI) 1 VACUUM GAUGE WEKSLER AA442CB4LW 4.5" DIAMETER FACE (30" HG 0-30 PSI) DUAL RANGE 1 FLOWMETER BLUEWHITE CF30250P 60-240 GPM 2 FLOWMETER BLUEWHITE CF30200P 40-150 GPM 1 FLOWMETER - PADDLEWHEEL MODEL GF+SIGNET 5090/515 0-1000 GPM; WITH PV8TO40 SCH 80 TEE 2 VACUUM FITTING WITH SPRING LOADED SAFETY COVER HAYWARD SP -1022 1 TEST KIT TAYLOR 2005 14 1-1/2" INLET FITTING (DIRECT. ADJUSTABLE) HAYWARD SP -1419D opm� 25 GUTTER DRAINS PENTAIR 54-2039 o 1 STATIC FITTING HAYWARD SP -1026 2 12" X 12" MAIN DRAIN, FRAME, SUMP, AND GRATE LAWSON MLD -SG -1212 VGBA APPROVED COVER (81.3 SQ. IN. OPEN AREA) 6 LIGHT NICHE PENTAIR 78210500 STAINLESS STEEL 6 UNDERWATER LIGHTS PENTAIR 5G/601105* 12V, 30OW EQUIV., *ADJUST FOR REQ'D CORD LENGTH 5 PR GRAB RAILS SPECTRUM 35117 CISCO 17"; MINIMUM 28" IN HEIGHT 15 RECESSED STEPS SPECTRUM 23450 SLIP RESISTANT, 5"X15" OPENING, ABS BODY, FLUSH 2 STAINLESS STEEL HANDRAIL SPECTRUM MIN. #2 (NON RIDGED) CORROSION 1.9 OD X 0.063 WALL T304 SS FLAT TOP (SEE PLAN) 2 POOL HEATERS SUBSTITUTIONS NOT PERMITTED LOCHINVAR ERN 202 199,999 BTU - DO NOT SUBSTITUTE 1 FEEDER - CHLORINE STENNER 85M3 0 TO 40 GPD - DO NOT SUBSTITUTE 1 FEEDER - ACID STENNER 45MHP10 0 TO 10 GPD - DO NOT SUBSTITUTE 1 ORP/pH CONTROLLER CAT 4000 LED ORP/pH DISPLAY - DO NOT SUBSTITUTE 2 CHEMICAL STORAGE CONTAINER STENNER STS 30N-02 30 GALLON CONTAINER - DO NOT SUBSTITUTE 6 TRANSFORMERS - 12 VOLT AMERICAN P. 100 WATT 1 VACUUM PUMP - SELF PRIMING PENTAIR WFK-4 1 HP; WITH HAIR AND LINT STRAINER 1 THERMOWELL - STAINLESS STEEL PRECON KL -S COMPATIBLE WITH ST -W SERIES THERMISTOR 2 9" THERMOMETER WITH TEST WELL TRERICE BX9240306 30 TO 130 DEG. F; READABLE IN 1 DEG. INTERVALS 1 ADA LIFT SPECTRUM ASPEN 26010 ADA 2010 COMPLIANT W/CHARGER & SPARE BATTERY 2 LANE DIVIDERS REC. SUPPLY MM -371-56 GOLD MEDAL WAVE QUEL. TYPE, 15' BLUE ENDS, ALT B/W 4 CUP ANCHORS HAYWARD SP1040 N 2 SAFETY HOOK RECR. SUPPLY DD -15304 2 24" LIFE RING WITH HEAVING ROPE RECR. SUPPLY DD-GX2408 1 HEAVING LINE RECR. SUPPLY DD -8006008 1 FIRST AID KIT RECR. SUPPLY DD -1970950 1 SPINE BOARD LINCOLN EQUIP. 47-015 WITH STRAPS AND HEAD IMMOBILIZER 1 FIRST AID BLANKET RECR. SUPPLY DD -B004650 2 SAFETY APRON LINCOLN EQUIP. 49-065 RESISTANT TO CHLORINE AND ACID 2 SAFETY GOGGLES LINCOLN EQUIP. 49-050 2 SAFETY GLOVES LINCOLN EQUIP. 49-061 2 16' ONE PIECE POL116' ONE PIECE POLE RECR. SUPPLY CC11650 1 VACUUM HEAD RECR. SUPPLY CC -25004 0 U- 1 VACUUM HOSE RECR. SUPPLY CC -1171515 1 WALL BRUSH RECR. SUPPLY CC -302450 1 SKIMMER NET RECR. SUPPLY CC -801F50 2 NOTE: GUTTER IS NOT PRESENT BEHIND TOP STEP TILE SPECIALTIES, INC. NON-FROSTPROOF COBAL 2x6 BULLNOSE TILE A4200. PROVIDE WITH MANUFACTURER'S STANDARD SLIP RESISTANT COATING. SET TOP OF TILE FLUSH WITH PLASTER FINISH. PROVIDE RECESS AT FRONT OF STEP AS REQUIRED. POOL/SPA PLASTER FINISH DALTILE KEYSTONES 2x2 BULLNOSE TILE S-886. PROVIDE WITH MANUFACTURER'S SLIP RESISTANT, ABRASIVE COATING. SET TOP OF TILE FLUSH WITH PLASTER FINISH. PROVIDE RECESS AT FRONT OF STEP AS REQUIRED. DALTILE KEYSTONES 2x2 STANDARD SQUARE TILE. PROVIDE WITH MANUFACTURER'S SLIP RESISTANT, ABRASIVE COATING. SET TOP OF TILE FLUSH WITH PLASTER FINISH. PROVIDE RECESS AT FRONT OF STEP AS REQUIRED. POOL/SPA PLASTER FINISH BLUE WHITE FLOWMETER CF30200 2.5" TO WASTE 60-240 GPM 25" UPSTREAM AND THROUGH 6" AIR GAP 13"DOWNSTREAM CLEARANCES DISCHARGE TO MIN. 6" SANITARY SEWER LINE SITE GLASS AIR RELIEF VALVE 1" FILTER TANK DRAIN LINE AIR RELIEF VALVE SITE GLASS ULTI-PORT ALVE 2.5" (2) PENTAIR TR -140C HIGH RATE SAND FILTERS, 7.06 SF, 105.9 GPM MAX. FLOW EACH PRESSURE GAUGE 4"/ 2" TO WASTE LINE --A THROUGH 3" AIR GAP PENTAIR WHISPERFLO WFK-4 --N VACUUM PUMP WITH HAIR AND LINT STRAINER, 1HP THERMOMETER 4" 2.5" MULTI -PORT VALVE 7 4". 2 6" SUCTION FROM " VACUUM LINE COLLECTOR TANK DECK BONDING GRID MUST COMPLY WITH N.E.C. CODE (ARTICLE 680.26 (C)) TILE SPECIALTIES, INC. DETAIL (ALTERNATE DETAIL) ,d FM PLM 4 d d 4 d �d DALTILE DETAIL (PREFERRED DETAIL) TYPICAL STEP EDG E DETAIL 'UNNITE CONCRETE )R SPA BENCH d SHOTCRETE/GUNNITE CONCRETE STEPS AND/OR SPA BENCH N.T.S. NOTES: 1. OBTAIN APPROVAL OF TILE USED FOR NOSING FROM AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH THE WORK. 2. 2x2 DALTILE IS THE PREFERRED DETAIL, AS ALL OTHER TILE USED IN THE PROJECT IS FROM DALTILE. DO NOT USE ALTERNATE OPTION UNLESS AUTHORITY HAVING JURISDICTION WILL NOT ACCEPT THE PREFERRED DETAIL. 2.5" \1,XX POO OO L- TEri.1P TOO : E 1(�� ©EG. BLUE WHITE FLOWMETER CF30200 40-150 GPM 20" UPSTREAM AND 10"DOWNSTREAM CLEARANCES LOCATE IMMERSION THERMISTER HOUSING AFTER FILTERS AND BEFORE HEATER BY-PASS PRESSURE (VOTE: MATERIALS USED IN HEATERS ARE NON-TOXIC AND ARE ACCEPTABLE FOR POTABLE WATER USE 4" GAUGE BLUE WHITE FLOWMETER CF30200 40-150 GPM 20" 3" UPSTREAM AND10" DOWNSTREAM 2.5" 3" CLEARANCES " CHECK 4" 3 VALVE 3" HECK 3 -VE GF+SIGNET 50090/515 FLOWMETER 0-1,000 GPM 40" UPSTREAM AND 24" DOWNSTREAM CLEARANCES 4" THERMOMETER LABEL - "ACID" 4" RETURN TO POOL PENTAIR XFK-20 RECIRCULATION PUMP WITH HAIR AND LINT STRAINER, 5 HP, 200 GPM ® 67' TDH POOL EQUIPMENT ISOMETRIC N.T.S. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE SIUMMER SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW. -LOCHINVAR ERN 202 NATURAL HEATER PIPING AND FITTINGS GAS POWERED POOL HEATERS, TO BE SCHEDULE 80 CPVC 199,000 BTU EACH (FLUE BY OTHERS) STENNER 45MPH10 CHEMICAL FEED PUMP. 10 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP -CAT 4000 ORP CONTROLLER STENNER 85M3 CHEMICAL FEED —PUMP. 40 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP �— LABEL CHLORINE' PROVIDE 30 GALLON ACID AND CHLORINE CONTAINERS ALL 3" OR SMALLER VALVES TO BE PVC FULL BORE, 1/4 TURN VALVES WITH SOCKET. INCLUDE INTEGRAL UNIT NUTS ON VALVE BODY TO ALLOW REMOVAL WITHOUT CUTTING OR SPREADING PIPE SYSTEM. ALL 4" OR LARGER VALVES TO BE WAFER TYPE BUTTERFLY. RUBBER LINED CAST IRON, HAND OPERATED WITH LOCKING HANDLE. NOTE: ALL METAL LOCATED WITHIN 5 FEET OF POOL WATER SHALL BE BONDED. NOTE: JUNCTION BOXES TO BE LOCATED A MINIMUM OF 5 FEET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK WEDGE HANDICAPPED LIFT ANCHOR ANCHOR W/ GROUNDING SLAB WIRE SCREW MESH S/S LADDER AND/OR HANDRAIL PUMPRECIR. JUNCTIONOX r� PUMP #8 SOLID COPPER WIRE APPROVED CONNECTOR POOL STEEL MAT MIN. 2" X 2" SLIP RESISTANT TILE LIGHT NICHE BONDING DETAIL 1 NO SCALE MOUNTING INSTALL WELL INTO- " FNPT SADDLE (OR THREDOLET) PER MANUFACTURER'S RECOMMENDATIONS / 1!2" NPT 5.13" INSTALL THE WELLS AS SHOWN TO OBTAIN OPTIMUM WELL STRENGTH. 3.25" II FLOW` / FLOW L4::: \--OPTION 3 OPTION 1 ` L ANGLE MUST NOT ALLOW END OF WELL OPTION 2 WELL DETAILS TO CONTACT THE OTHER SIDE OF PIPE. SENSOR INSTALLED BY OTHERS THERMOWELL FOR IMMERSION THERMISTOR RECESSED TREADS ARE MIN. 5" WIDE AND MIN. 10" LONG, 2411 18" MAX. GUTTER MODIFIED STAINLESS STEEL TO BE TOP GRAB RAIL RECESSED STEP DECK GRAB RAIL DOES NOT EXTEND OVER POOL WATER—_� DECK MAX. N Q Ln g WATER LEVEL �y1 I -O MAX.1011 �L MIN. N 5" MIN. 1-O" MAX. r i MIN. N. – I '-O" MAX. �I MIN. POOL WALL FRONT VIEW 51DE VIEW RECESSED TREADS TO BE SLIP RESISTANT RECE55ED TREAD AND GRAD RAIL DETAIL N.T.S. 2 \J\g4 J �� \.\. AWN SY un- .., nr a s o e a x CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMANa BELLSOUTH.NET ACE PROJECT# 17CO59 g Qy ' •�t; E N10 eS ' •,'92 ;p • \ F , No.47646 • •4/ . , Q David'I Ffde M,. PE -47646 CONC. DECK W/SLIP AND DETAILS RESISTANT TOPPING ON APPROVED CONNECTORS, CLAMPS COMPACTED FILL WITH OR WELDING AT ALL JOINTS ALL ORGANIC MATERIALS w0� REMOVED (BY OTHERS) INSIDE POOL WALL SLOB ZON DIF f W 0 —X—X—X—X— •— m c yr > a c0 Q N N v O 3 1- 0 c U) v v v {, U A - to < Q Z z w 00 O O 0 0 (l I Z)rO opm� w O 16 Uj o Q o O o 3 o to 0 0 Z w a MIN. 3' �a 0 U MIN. 3' MIN. #2 (NON RIDGED) CORROSION RESISTANT ® 12" O.C. EACH WAY (MAX. 16" O.C. EACH WAY) SIDE TOP BONDING DETAIL DECK BONDING GRID MUST COMPLY WITH N.E.C. CODE (ARTICLE 680.26 (C)) TILE SPECIALTIES, INC. DETAIL (ALTERNATE DETAIL) ,d FM PLM 4 d d 4 d �d DALTILE DETAIL (PREFERRED DETAIL) TYPICAL STEP EDG E DETAIL 'UNNITE CONCRETE )R SPA BENCH d SHOTCRETE/GUNNITE CONCRETE STEPS AND/OR SPA BENCH N.T.S. NOTES: 1. OBTAIN APPROVAL OF TILE USED FOR NOSING FROM AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH THE WORK. 2. 2x2 DALTILE IS THE PREFERRED DETAIL, AS ALL OTHER TILE USED IN THE PROJECT IS FROM DALTILE. DO NOT USE ALTERNATE OPTION UNLESS AUTHORITY HAVING JURISDICTION WILL NOT ACCEPT THE PREFERRED DETAIL. 2.5" \1,XX POO OO L- TEri.1P TOO : E 1(�� ©EG. BLUE WHITE FLOWMETER CF30200 40-150 GPM 20" UPSTREAM AND 10"DOWNSTREAM CLEARANCES LOCATE IMMERSION THERMISTER HOUSING AFTER FILTERS AND BEFORE HEATER BY-PASS PRESSURE (VOTE: MATERIALS USED IN HEATERS ARE NON-TOXIC AND ARE ACCEPTABLE FOR POTABLE WATER USE 4" GAUGE BLUE WHITE FLOWMETER CF30200 40-150 GPM 20" 3" UPSTREAM AND10" DOWNSTREAM 2.5" 3" CLEARANCES " CHECK 4" 3 VALVE 3" HECK 3 -VE GF+SIGNET 50090/515 FLOWMETER 0-1,000 GPM 40" UPSTREAM AND 24" DOWNSTREAM CLEARANCES 4" THERMOMETER LABEL - "ACID" 4" RETURN TO POOL PENTAIR XFK-20 RECIRCULATION PUMP WITH HAIR AND LINT STRAINER, 5 HP, 200 GPM ® 67' TDH POOL EQUIPMENT ISOMETRIC N.T.S. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE SIUMMER SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW. -LOCHINVAR ERN 202 NATURAL HEATER PIPING AND FITTINGS GAS POWERED POOL HEATERS, TO BE SCHEDULE 80 CPVC 199,000 BTU EACH (FLUE BY OTHERS) STENNER 45MPH10 CHEMICAL FEED PUMP. 10 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP -CAT 4000 ORP CONTROLLER STENNER 85M3 CHEMICAL FEED —PUMP. 40 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP �— LABEL CHLORINE' PROVIDE 30 GALLON ACID AND CHLORINE CONTAINERS ALL 3" OR SMALLER VALVES TO BE PVC FULL BORE, 1/4 TURN VALVES WITH SOCKET. INCLUDE INTEGRAL UNIT NUTS ON VALVE BODY TO ALLOW REMOVAL WITHOUT CUTTING OR SPREADING PIPE SYSTEM. ALL 4" OR LARGER VALVES TO BE WAFER TYPE BUTTERFLY. RUBBER LINED CAST IRON, HAND OPERATED WITH LOCKING HANDLE. NOTE: ALL METAL LOCATED WITHIN 5 FEET OF POOL WATER SHALL BE BONDED. NOTE: JUNCTION BOXES TO BE LOCATED A MINIMUM OF 5 FEET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK WEDGE HANDICAPPED LIFT ANCHOR ANCHOR W/ GROUNDING SLAB WIRE SCREW MESH S/S LADDER AND/OR HANDRAIL PUMPRECIR. JUNCTIONOX r� PUMP #8 SOLID COPPER WIRE APPROVED CONNECTOR POOL STEEL MAT MIN. 2" X 2" SLIP RESISTANT TILE LIGHT NICHE BONDING DETAIL 1 NO SCALE MOUNTING INSTALL WELL INTO- " FNPT SADDLE (OR THREDOLET) PER MANUFACTURER'S RECOMMENDATIONS / 1!2" NPT 5.13" INSTALL THE WELLS AS SHOWN TO OBTAIN OPTIMUM WELL STRENGTH. 3.25" II FLOW` / FLOW L4::: \--OPTION 3 OPTION 1 ` L ANGLE MUST NOT ALLOW END OF WELL OPTION 2 WELL DETAILS TO CONTACT THE OTHER SIDE OF PIPE. SENSOR INSTALLED BY OTHERS THERMOWELL FOR IMMERSION THERMISTOR RECESSED TREADS ARE MIN. 5" WIDE AND MIN. 10" LONG, 2411 18" MAX. GUTTER MODIFIED STAINLESS STEEL TO BE TOP GRAB RAIL RECESSED STEP DECK GRAB RAIL DOES NOT EXTEND OVER POOL WATER—_� DECK MAX. N Q Ln g WATER LEVEL �y1 I -O MAX.1011 �L MIN. N 5" MIN. 1-O" MAX. r i MIN. N. – I '-O" MAX. �I MIN. POOL WALL FRONT VIEW 51DE VIEW RECESSED TREADS TO BE SLIP RESISTANT RECE55ED TREAD AND GRAD RAIL DETAIL N.T.S. 2 \J\g4 J �� \.\. AWN SY un- .., nr a s o e a x CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMANa BELLSOUTH.NET ACE PROJECT# 17CO59 g Qy ' •�t; E N10 eS ' •,'92 ;p • \ F , No.47646 • •4/ . , Q David'I Ffde M,. PE -47646 V_ O Q w O W 0- U 0 �cnwzapDcnW w p M U LU W Elf D_ = of Z Z U Z D (Qcwncn<I— F afWafU)W wHa U EO OO=Wwaw�--w U6of 0ofD OH pQcw0�t: r_ � AND DETAILS 4_' Issue Date: Ln W U z w0� Drawn By: Checked By: ZON DIF f W 0 0 •— m c yr > a c0 Q N N v O 3 1- 0 c U) v v v {, U A - to < � z w 00 O 0 0 (l I Z)rO w O 16 Uj o Q o O o o to V_ O Q w O W 0- U 0 �cnwzapDcnW w p M U LU W Elf D_ = of Z Z U Z D (Qcwncn<I— F afWafU)W wHa U EO OO=Wwaw�--w U6of 0ofD OH pQcw0�t: r_ � AND DETAILS Proj #: Issue Date: 170264 01-08-2018 Sheet No.: SP2,0 Drawn By: Checked By: RJS DIF 0 0 N N co 0 0 16 0.) 0 0 0 0 .2- 0 U N a- 0 U- o v U 6 o a Sheet Name: POOL EQUIPMENT AND DETAILS Proj #: Issue Date: 170264 01-08-2018 Sheet No.: SP2,0 Drawn By: Checked By: RJS DIF EDGE TILE PIECE ISA 1"X2" UNGLAZED, MAX. 2' DECK, NON -SLIP, IMPERVIOUS FROM BUILDING POWER SLIP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. I SLOPE 2 PERCENT AWAY LIGHT & W.P.G. F.I. 6"X6" POOL DEPTH FROM POOL. RECEPT. DEPTH MARKER TILE BUTT DIRECTLY AGAINST IT. SEE 2" MARKER TILE FINISH FLOOR I.D. DRAWINGS. RELAY 0'-0' i I I I W POOL RECIRC. PUMP 120V ORP CONTROLLER AND CHEMICAL FEED PUMPS (20A CKT DED) SEE ELECTRICAL INTERLOCK DETAIL THIS SHEET 4 IQ d NOTE: . D 4 STARTER (sHP> W 4 a a 1"X1" UNGLAZED, SLIP -RESISTANT CERAMIC TILE TILES CUT TO EQUAL SIZE OVER THICKSET MORTAR BED OVER RECESSED V) a CONCRETE SLAB, SE I.D. DRAWINGS. SLOPE TO 3 #8'S 1"C POOL RECIRCULATION PUMP d a d 4 d Q DRAIN 1"X1" UNGLAZED, SLIP -RESISTANT TILE. SEE I.D. DRAWINGS. CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL DRAWINGS POOL HEATER PROVIDE 1"X1" BULLNOSE TRIM AT ALL 90 DEG. ""7" 3 #12'S in 1/2" C IGNITION SWITCH OUTSIDE CORNERS, TYP. SEE I.D. DRAWINGS. CONTINUOUS KEYWAY, SEE STRUCTURAL " DRAWINGS POOL HEATER Z : ! a v w { 3 #12'S in 1/2" C IGNITION SWITCH �4 "•< d STAINLESS STEEL RECESSED WALL ANCHOR FOR SEE NOTE 2 VACUUM PUMP #� a •� I LANE MARKER LINES. EXTEND MORTAR BED DISCONNECT T.O. r - AROUND INSETS. 2 VACUUM PUMP GUTTER INLET xa-' 00 3 12'S 1/2-C 0'-9' B.F.F.` .� js. I a 2 #4 CONTINUOUS POOL LIGHT SWITCH CONTINUOUS POOL GUTTER. FINISH ALL INSIDE; SURFACES OF GUTTER WITH 1X1 GLAZED TILE, SEE 4 a z 3 #12'S 1/2"C (6 POOL LIGHT JUNCTION BOXES I.D. DRAWINGS. COORDINATE INSTALLATION IN FIELDiA TO USE WHOLE TILES.- 12 MINIMUM ABOVE COPING :i`- - ul TO SERVICE CONT. #3 BAR "';;� -, -,z y: PROVIDE 1"X1" COVE TRIM AT ALL 90 DEG. INSIDE CORNERS, TYP. PANEL (6) 12 VOLT 1•..:: :.; :.r;..... :..• VV p / (6) 40 WATT POOL LIGHTS #7 REBAR 3 #12'S 1/2"C THICKSET, NON -SHRINK GROUT TRANSFORMER ! W LOW WATER CUT-OFF I d MORTAR BED. MIN. 1 1/2" THICK. PANEL EL ( 100 WATT) DEVICE MIN. 18" BELOW POOL WATER LINE. GUTTER DRAIN AND , AUX. CONTACTS FEED SPA CHEMICAL PUMPS LINE TO TANK � 1 '- - - - - #4 CONTINUOUS NOTE: GUTTER DRAINS AND GUTTER SHALL �� a ADJUST MOTAR JOINT WIDTH SLIGHTLY AT THIS SPA RECIRC. PUMP 120V ORP CONTROLLER AND CHEMICAL FEED PUMPS (20A CKT DED) BE LEVEL AROUND POOL. GUTTER PIPING BENT 16"L #4 BAR �� I �� LOCATION TO USE FULL TILES. DISCONNECT NOTE: SEE ELECTRICAL INTERLOCK DETAIL THIS SHEET FROM POOL TO COLLECTOR TANK OR FILTER �� a TANK SHALL HAVE CONTINUOUS SLOPE. ®10 O.C. . a 2 GUTTER LIP SHALL HAVE A + OR - J8" Q #4 CONTINUOUS 1 SPA RECIRCULATION PUMP 0 TOLERANCE FROM LEVEL. as ` ` SEE NOTE 1 P. 15 MINUTE TIMER SNATCH SEE ARCHITECTURAL AND I.D. DRAWINGS FOR POOL GUTTER, WALL TARGET, LAP LANE MARKER, STEP EDGE, ` AND SPA BENCH EDGE TILE COLORS AND SIZES POOL FINISH (LIGHT IN COLOR) Q / \�`� \ ` ��_CLEVIS HANGERS THERAPY PUMP ♦ • 3 #12'S 1/2"C NOTES: as Q SPA THERAPY PUMP 1. DIMENSIONS SHOWN ARE TO FINISH FACE OF DISCONNECT CENTERLINE OF TILE AND EQUIPMENT UNLESS I I Q v 2" GUTTER NOTED OTHERWISE. 2. DIMENSIONS AT POOL GUTTER ARE BASED UPON EMERGENCY SPA SHUT-OFF SWITCH ACTUAL TILE SIZE INFORMATION PROVIDED BY I I a 1-1 /2" I.P.S. -� SPA LIGHT JUNCTION BOX MANUFACTURER. COORDINATE ALL FINAL #4 BENT AT 12" O.C. I ESCUTCHEON SPA LIGHT SWITCH 12" MINIMUM ABOVE COPING DIMENSIONS IN FIELD TO USE COMPLETE TILES. a WEDGE ANCHOR 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, AND ACCESSORIES REQUIRED FOR TILE LAYOUT 1 RECIRCULATION LINE AS SHOWN. I 1'n . :a 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, RETURN INLET 46 AND POOL SUBCONTRACTOR SHALL COORDINATE a #4 CONTINUOUS o 12 VOLT TRANSFORMER 3 #12'S 1/2"C / 1-18 WATT LED SPA LIGHT INSTALLATION OF ALL TILE PRODUCTS. ALL I I a GROUND A ( 100 WATT) ! W/ LOW WATER CUT-OFF �. TILE SHALL HAVE A CONSISTENT INSTALLATION f� DEVICE MIN. 18" BELOW APPEARANCE REGARDLESS OF WHO PERFORMS SPA HEATER WATER LINE 3 #12'S in 1/2" C IGNITION SWITCH ALL, OR A PORTION OF, THE WORK. POOL WALL CHEMICAL FEEDER INTERLOCK DETAIL (NOT PART OF EMS SYSTEM) POOL BEAM SECTION i<mU NOTES: NOT TO SCALE 1. SPA STARTER AND THERAPY STARTER MOUNTED IN 4X OR PVC ENCLOSURE. SPA RECIRCULATION ESL SQUARE o MODEL PRAY THIS METHOD RETIES CH STARTER AS PUMP SWITCH AM WEDGE PUMP INTERLOCKED WITH SPA CHEMICAL FEED PUMPS MOO 991 -- IN NEMA 'Uv 1. CONTROL 2. VACUUM PUMP STARTER LOCATION IF NEEDED TO TURN ON/OFF PUMP OR EQUAL COMMON I THIS ALLOWS CONTROLLER TO REMAIN ON BUT ENSURES FEEDER WILL NOT PUMP WHEN PUMP IS OFF. MZ ANCHOR DETAIL 3. IN POOL AND SPA AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ETC. W/ #8 WIRE MECH FLOW SWITCH FREQUENTLY FAILS 'OW. •O. 3 PHASE 4. POOL AND SPA PUMPS TO BE FED THROUGH GFCI CIRCUIT BREAKERS. BREAIGER PHASE ELECTRICAL DIAGRAM 3 -. D PHASE OOMIALON NOTE: ALL ELECTRICAL SHALL CONFORM WITH NEC ART. 680 POOLISPA PANEL LOCATION SHOWN ON LA FITNESS BUILDING PLANS 37'-6" (SEE GENERAL NOTES) PROVIDE DEPTH MARKERS SEE POOL BEAM DETAIL FOR STRUCTURAL DETAILS (THIS SHEET) 12" X 12" X 12" MAIN DRAIN WITH VGBA APPROVED GRATE SECURED WITH TAMPER PROOF SCREWS (LAWSON MLD -SG -1212 OR EQUAL SAFETY LOCKING FRAME AND GRATE OPEN AREA 81.3 SQUARE INCHES) (MAXIMUM VELOCITY NOT TO EXCEED 1.5 FT PER ,SECOND) BREAKER CONTROL CHEMICAL N . T. S. CONTROLMECHAFICAL FEmER a POOL WALL STEEL _ O POWER M07OR SSL 3 3/4" NON-METALIC C( PANEL OR WD _ M O w TO JUNCTION BOX WATER FLOW FLOW RECIRC PUMP POOL CHEMICAL FEEDER INTERLOCK DETAIL 75'-0" WATER LINE 37'-6" #4 @ 12" O.C.E.W. CENTERED IN fO 1 8" THICK FLOOR SLAB NOTE: EACH MAIN DRAIN COVER IS DESIGNED TO CARRY 100% OF THE RECIRCULATION FLOW. 1.5" RETURN PIPE FILTER RETURN LINE RETURN DETAIL n a L' Q H 3:: O N J _Q �U) 0� Q N EC11ONALLY ADJUSTABLE FER RETURN JET „_P TER NOT TO SCALE V.I.F. II• `•' i i 1' :10' MAX. SLOPE TOWARDS MAIN DRAIN ACTUAL SLOPE IS 1': 37'-6" 6'-2" MAIN DRAIN EXIST 8" CMU TO REMAIN - 5 -0" FOOTING TO REMAIN - WATER LINE LONGITUDINAL POOL SECTION #4 DOWELS AT 16" O.C. EACH SIDE 127 16 EXCAVATE EXIST SOIL & VIBRO ROCK COLUMNS •ce AS REQUIRED IN 10'-0" SECTIONS (3) #5 CONT L 2'-0" 3'-0" EXISTING FDN. DETAIL cn z a J � a W W J W CO o (nJ Q W U_ x W a > LL: 0 I CV O I c� z z O 0 oW I N W z 37'-6" DIAMOND BRITE FINISH NO SCALE N.T.S. (SEE GENERAL NOTES) PROVIDE DEPTH MARKERS (01 po :2M e d LIGHT BODY A. BOND WIRE TO POOL STEEL A .w ' s•LIGHT NICHE DETAIL #4 @ 12" O.C.E.W. CENTERED IN 8" THICK WALL NOT TO SCALE RESTROOM NOTES: 1. TOILETS AND SHOWER FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH. 2. FLOOR SHALL SLOPE TO FLOOR DRAINS WITH WALL -FLOOR INTERSECTIONS COVE FOR CLEANING. 3. CARPET, DUCKBOARDS, OR OTHER SIMILAR FLOOR COVERINGS ARE PROHIBITED. 4. INTERIOR PARTITIONS SHALL BE PLACED ON A CONTINUOUS 6" HIGH CONCRETE E 5. ENTRANCE DOORS SHALL BE LABELED TO DEPICT EACH SEX. 6. SANITARY FACILITIES ARE TO BE MAINTAINED IN A CLEAN SANITARY MANNER ANI SUPPLIED WITH SOAP, PAPER TOWELS, TOILET PAPER, AND OTHER ITEMS ASSOCII WITH SANITARY FACILITIES. 7. EACH RESTROOM SHALL HAVE A HOSE BIBB, WITH VACUUM BREAKER. 8. SIGNS SHALL BE POSTED IN MINIMUM 1" HIGH LETTERS LEGIBLE FROM ALL PORTA OF THE POOL DECK SHOWING DIRECTION TO SANITARY FACILITIES. 9. ALL FENCING AROUND POOL FACILITY SHALL MEET LOCAL CODE REQUIREMENTS. 10. WALKWAYS BETWEEN THE POOL AND SANITARY FACILITIES SHALL BE CONCRETE V A NON -SLIP FINISH FOR THE FIRST 15' FROM WATERS EDGE. 11. THERE SHALL BE NO FOOD OR DRINK SERVING FACILITIES WITHIN 12 FEET OF TNI POOL WATERS EDGE. ;UUM PIPE WITH SPRING ►DED SAFETY COVER __APTER VACUUM LINE DETAIL DISTANCE FROM POOL FLOOR TO EDGE OF GUTTER IS 3'-9" AT DEEPEST POINT OF STEPS DISTANCE FROM EDGE OF GUTTER TO TOP OF DECK IS 8". TOTAL RISER HEIGHT = 53" USE FIVE 9" RISERS PLUS BOTTOM STEP RISER BOTTOM STEP RISER HEIGHT VARIES FROM 5" TO 8" 10" 10" 10" 10" 10" NOTE: SLOPE ALL TREADS 1/4" FOUNDATION WORK OUTSIDE OF POOL SHOWN FOR NOT TO SCALE REFERENCE AND IS NOT PART OF THESE POOL PLANS W _ L X �Q Q� 2 INTERMEDIATE STEP TREADS AND RISERS ARE = UNIFORM TO WITHIN 1/2" IN WIDTH AND HEIGHT W 0' U �O SEE ARCHITECTURAL AND I.D. DRAWINGS FOR POOL LO (3) GUTTER, WALL TARGET, LAP LANE MARKER, STEP EDGE, AND SPA BENCH EDGE TILE COLORS AND SIZES Gi CONC. NOT TO SCALE STAINLESS STEEL HANDRAIL TOP STEP MIN. 2' LONG X 10" WIDE METHOD OF WASTE DISPOSAL: SANITARY SEWER GENERAL NOTES 1. D a 2. FUTURE SI 3. ALL POOL AND DECK CONSTRUCTION SHALL COMPLY WITH THE 2014 FLORIDA BUILDING 01-08-2018 CODE, FIFTH EDITION 4. REINFORCING STEEL SHALL COMPLY WITH ASTM 615 GRADE 60. 5. ° \PVC MAIN DRAIN PIPING TO DIF SOILS OR MARLS ENCOUNTERED ON EXCAVATION, SHALL BE REMOVED IN THEIR WZON COLLECTOR TANK 6. ' ' '" NOTIFY ENGINEER OF ANY CHANGES AND OBTAIN REVISED PLANS FOR CHANGES. 7. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. 8. PERFORATED WELL POINT IN 6 =1" 9. CUBIC YARDS 3/4" CRUSHED N EDITION OF THE NATIONAL ELECTRIC CODE, THE NATIONAL FIRE PROTECTION ROCK (MINIMUM) AND 10. THE HEIGHT OF RAILING ON THE LADDER ABOVE DECK SHALL BE PER 00 HYDROSTATIC VALVE 2"`�; 11. ALL P.V.C. PIPE AND FITTINGS SHALL BE SCHEDULE 80 AND BE IMPRINTED WITH �0't THE MANUFACTURER'S NAME AND THE NSF -PW LOGO.(COLLAPSE RATINGS SHALL BE IN Q9•' EXCESS OF THE EXTERNAL PRESSURES ON THE iNSTALLED PIPE) 90 DEGREE FITTINGS Q ARE NOT PERMITTED ON SUCTION PIPING MORE THAN 2.0' BELOW GRADE. PVC PIPE . 1£7 MAIN DRAIN DETAIL ' o C SURFACE OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR APPROXIMATE (V.LF.' 13. NOT TO SCALE OUTLINE OF MANUFACTURER. 14. FLOORS OF SANITARY FACILITIES ARE TO BE CONSTRUCTED OF CONCRETE OR OTHER POOL IMPERVIOUS MATERIAL AND HAVE A SMOOTH SLIP RESISTANT SURFACE. A HOSE BIBB WITH A VACUUM BREAKER MUST BE PROVIDED WITHIN EACH FACILITY. (SLOPE STRUCTURE ;.1? NOTE: EACH MAIN DRAIN COVER IS DESIGNED TO CARRY 100% OF THE RECIRCULATION FLOW. 1.5" RETURN PIPE FILTER RETURN LINE RETURN DETAIL n a L' Q H 3:: O N J _Q �U) 0� Q N EC11ONALLY ADJUSTABLE FER RETURN JET „_P TER NOT TO SCALE V.I.F. II• `•' i i 1' :10' MAX. SLOPE TOWARDS MAIN DRAIN ACTUAL SLOPE IS 1': 37'-6" 6'-2" MAIN DRAIN EXIST 8" CMU TO REMAIN - 5 -0" FOOTING TO REMAIN - WATER LINE LONGITUDINAL POOL SECTION #4 DOWELS AT 16" O.C. EACH SIDE 127 16 EXCAVATE EXIST SOIL & VIBRO ROCK COLUMNS •ce AS REQUIRED IN 10'-0" SECTIONS (3) #5 CONT L 2'-0" 3'-0" EXISTING FDN. DETAIL cn z a J � a W W J W CO o (nJ Q W U_ x W a > LL: 0 I CV O I c� z z O 0 oW I N W z 37'-6" DIAMOND BRITE FINISH NO SCALE N.T.S. (SEE GENERAL NOTES) PROVIDE DEPTH MARKERS (01 po :2M e d LIGHT BODY A. BOND WIRE TO POOL STEEL A .w ' s•LIGHT NICHE DETAIL #4 @ 12" O.C.E.W. CENTERED IN 8" THICK WALL NOT TO SCALE RESTROOM NOTES: 1. TOILETS AND SHOWER FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH. 2. FLOOR SHALL SLOPE TO FLOOR DRAINS WITH WALL -FLOOR INTERSECTIONS COVE FOR CLEANING. 3. CARPET, DUCKBOARDS, OR OTHER SIMILAR FLOOR COVERINGS ARE PROHIBITED. 4. INTERIOR PARTITIONS SHALL BE PLACED ON A CONTINUOUS 6" HIGH CONCRETE E 5. ENTRANCE DOORS SHALL BE LABELED TO DEPICT EACH SEX. 6. SANITARY FACILITIES ARE TO BE MAINTAINED IN A CLEAN SANITARY MANNER ANI SUPPLIED WITH SOAP, PAPER TOWELS, TOILET PAPER, AND OTHER ITEMS ASSOCII WITH SANITARY FACILITIES. 7. EACH RESTROOM SHALL HAVE A HOSE BIBB, WITH VACUUM BREAKER. 8. SIGNS SHALL BE POSTED IN MINIMUM 1" HIGH LETTERS LEGIBLE FROM ALL PORTA OF THE POOL DECK SHOWING DIRECTION TO SANITARY FACILITIES. 9. ALL FENCING AROUND POOL FACILITY SHALL MEET LOCAL CODE REQUIREMENTS. 10. WALKWAYS BETWEEN THE POOL AND SANITARY FACILITIES SHALL BE CONCRETE V A NON -SLIP FINISH FOR THE FIRST 15' FROM WATERS EDGE. 11. THERE SHALL BE NO FOOD OR DRINK SERVING FACILITIES WITHIN 12 FEET OF TNI POOL WATERS EDGE. ;UUM PIPE WITH SPRING ►DED SAFETY COVER __APTER VACUUM LINE DETAIL DISTANCE FROM POOL FLOOR TO EDGE OF GUTTER IS 3'-9" AT DEEPEST POINT OF STEPS DISTANCE FROM EDGE OF GUTTER TO TOP OF DECK IS 8". TOTAL RISER HEIGHT = 53" USE FIVE 9" RISERS PLUS BOTTOM STEP RISER BOTTOM STEP RISER HEIGHT VARIES FROM 5" TO 8" 10" 10" 10" 10" 10" NOTE: SLOPE ALL TREADS 1/4" FOUNDATION WORK OUTSIDE OF POOL SHOWN FOR NOT TO SCALE REFERENCE AND IS NOT PART OF THESE POOL PLANS W _ L X �Q Q� 2 INTERMEDIATE STEP TREADS AND RISERS ARE = UNIFORM TO WITHIN 1/2" IN WIDTH AND HEIGHT W 0' U �O SEE ARCHITECTURAL AND I.D. DRAWINGS FOR POOL LO (3) GUTTER, WALL TARGET, LAP LANE MARKER, STEP EDGE, AND SPA BENCH EDGE TILE COLORS AND SIZES Gi CONC. NOT TO SCALE STAINLESS STEEL HANDRAIL TOP STEP MIN. 2' LONG X 10" WIDE METHOD OF WASTE DISPOSAL: SANITARY SEWER GENERAL NOTES 1. D CONCRETE FOR POOL SHALL BE 4000 PSI. 28 DAY COMPRESSIVE STRENGTH. 2. CONCRETE FOR POOL DECK SHALL BE MINIMUM 3000 PSI. 3. ALL POOL AND DECK CONSTRUCTION SHALL COMPLY WITH THE 2014 FLORIDA BUILDING 01-08-2018 CODE, FIFTH EDITION 4. REINFORCING STEEL SHALL COMPLY WITH ASTM 615 GRADE 60. 5. THE POOL AND DECK SHALL BEAR ONLY ON CLEAN SANDS OR ROCK. ALL ORGANIC DIF SOILS OR MARLS ENCOUNTERED ON EXCAVATION, SHALL BE REMOVED IN THEIR WZON ENTIRETY AND BACK FILLED WITH ROCK 1500 PSF BEARING CAPACITY IS REQUIRED. 6. OWNER AND CONTRACTOR SHALL VERIFY POOL LAYOUT AND ALL DIMENSIONS. NOTIFY ENGINEER OF ANY CHANGES AND OBTAIN REVISED PLANS FOR CHANGES. 7. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. 8. NO OVERHEAD WIRING WITHIN 10 FEET HORIZONTAL OF POOL WALL OR DECK APPURTENANCES. 9. ELECTRICAL EQUIPMENT, WIRING, AND INSTALLATION SHALL CONFORM WITH THE 2011 N EDITION OF THE NATIONAL ELECTRIC CODE, THE NATIONAL FIRE PROTECTION ASSOCIATION AND SHALL COMPLY WITH APPLICABLE LOCAL CODES. 10. THE HEIGHT OF RAILING ON THE LADDER ABOVE DECK SHALL BE PER 00 MANUFACTURERS SPECIFICATIONS, (3 RUNG TYPE) 11. ALL P.V.C. PIPE AND FITTINGS SHALL BE SCHEDULE 80 AND BE IMPRINTED WITH �0't THE MANUFACTURER'S NAME AND THE NSF -PW LOGO.(COLLAPSE RATINGS SHALL BE IN Q9•' EXCESS OF THE EXTERNAL PRESSURES ON THE iNSTALLED PIPE) 90 DEGREE FITTINGS Q ARE NOT PERMITTED ON SUCTION PIPING MORE THAN 2.0' BELOW GRADE. PVC PIPE EXPOSED TO SUN LIGHT SHALL BE COATED FOR U.V. PROTECTION. 12. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND o C SURFACE OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR Q) PROPORTIONAL FLOW. 13. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. 14. FLOORS OF SANITARY FACILITIES ARE TO BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL AND HAVE A SMOOTH SLIP RESISTANT SURFACE. A HOSE BIBB WITH A VACUUM BREAKER MUST BE PROVIDED WITHIN EACH FACILITY. (SLOPE O FLOOR FOR POSITIVE DRAINAGE TO DRAIN) (TILE MUST BE PRE -APPROVED PRIOR TO INSTALLATION) 15. WALKWAYS BETWEEN THE POOL AND THE SANITARY FACILITIES ARE TO BE J CONSTRUCTED OF A NONABSORBENT MATERIAL FOR THE FIRST 15 FEET OF THE WALKWAY AND SHALL HAVE A SLIP RESISTANT FINISH. 16. THE DEPTH AT THE DEEPEST POINT / MAIN DRAIN GRATE SHALL NOT DEVIATE MORE Upo THAN 3" FROM THE SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT THAT p LOCATION. 17. THE POOL SHALL BE LIGHT IN COLOR WITH A SMOOTH, NON TOXIC SLIP RESISTANT FINISH. 18. THE UPPER PART OF THE POOL WALLS (FIRST 5 FEET) SHALL BE WITHIN O 5 DEGREES OF VERTICAL FOR AT LEAST 2'-6". OVER 5 FEET OF DEPTH WITHIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL DEPTH MINUS O 2'-6" AND THE RADIUS JOINING THESE UPPER SECTIONS TO THE FLOOR SHALL NOT EXCEED 2'-6". 19. PROVISIONS SHALL BE MADE FOR THE STORAGE OF CHEMICALS UNDER ROOF AND PROTECT FROM ACCESS BY UNAUTHORIZED PERSONS. 20. MINIMUM 4" HIGH PERMANENT TILE DEPTH MARKING WITH COLOR CONTRASTING TO THE BACKGROUND SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT THE SHALLOW END, SLOPE BREAK, DEEP END WALL AND DEEP POINT WITH A MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKINGS OF 25 FEET. LOCATE AT OR ABOVE THE WATER LEVEL ON THE INSIDE WALL OF THE POOL AND AT THE EDGE OF THE DECK WITHIN 2 FEET OF THE POOL WATER (OR ON BACK OF CURB) FT. AND IN. MARKINGS SHALL BE PROVIDED FOR DEPTH MARKINGS AND SHALL BE A MINIMUM OF 4" HIGH. NOT TO SCALE 21. THE FILTER ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS OR FOR THE STORAGE OF OTHER ITEMS TO THE EXTENT THAT THE FILTER ROOM IS IMPAIRED FOR 0 .2- INSPECTION OR OPERATION OF THE FILTER SYSTEM AND SHALL BE LIGHTED TO PROVIDE A MINIMUM OF 30 FOOT CANDLES OF ILLUMINATION AT THE FLOOR LEVEL AND SHALL BE PROTECTED FROM ACCESS BY UNAUTHORIZED PERSONS. 22. GROUND ALL ELECTRICAL BOXES, LADDERS, HANDRAILS, LIGHTS, MOTORS, ETC. IDUIT ASSOCIATED WITH POOL W/ #8 WIRE CONFORMING TO THE NATIONAL ELECTRIC CODE. 23. LIFE SAVING EQUIPMENT SHALL CONSIST OF MINIMUM TWO (2) SHEPHERDS HOOKS, TWO (2) ONE PIECE POLES MINIMUM 16' IN LENGTH, TWO (2) 18" LIFE RINGS EACH WITH A 50' ROPE. 24. FIRST AID EQUIPMENT SHALL BE AVAILABLE FOR USE IN CONNECTION WITH INJURIES WHICH MAY OCCUR IN THE POOL OR ON THE DECK. 25. POOL RULES AND REGULATIONS FOR BATHERS SHALL BE POSTED NEAR POOL SIDE AND LEGIBLE FROM THE POOL DECK. LETTERING SHALL BE A MINIMUM 1" IN HEIGHT, EXCEPT NO DIVING LETTERS SHALL BE A MINIMUM OF 4" IN HEIGHT AND SHALL CONTAIN THE FOLLOWING: 1. NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK. 2. NO GLASS OR ANIMALS IN THE FENCED POOL AREA (OR 50 FEET FROM UNFENCED POOL). 3. SHOWER BEFORE ENTERING POOL. 4. BATHING LOAD 40 PERSONS. 5. POOL HOURS: OPEN TO CLOSE. E 6. NO DIVING ALLOWED. 7. POOLS WITH HEATERS SHALL HAVE A MAXIMUM TEMPERATURE OF 104 DEGREES FAHRENHEIT. 9. DO NOT SWALLOW POOL WATER. 10. CHILDREN ARE NOT ALLOWED IN POOL OR POOL RESTROOM AREA 26. CHILDREN ARE NOT ALLOWED IN POOL OR POOL RESTROOM AREA. THUS, DIAPER CHANGING FACILITIES ARE NOT REQUIRED. 27. FOOT BATHS ARE NOT ALLOWED IN SWIMMING POOL AREA. 6" TANK r•A 1i rlr kl A Mir - 6" MAIN DRAIN HYDRAULIC SOLENOID » A» VALVE W/MANUAL FILL PLAN STATIC WATER MIN. 3" AIR GAP LEVEL C SHUT-OFF VALVE 2 (0y� . LL o r r ° r r r I I 2 0 2 W 6 6 MAIN N W6 M °° WATER LEVEL a W "' � DRAIN CONTROL „ 6" PERIMETER -L4 2 EQUALIZER OVERFLOW LINE " WEDGE ANCHOR SLIP RESISTANT FINISH ON TREADS BOTTOM STEP RISER HIEGHT VARIES FROM 5.5" TO 8.5" STEP DETAIL DARK COLORED TILE CONTRASTING WITH INTERIOR COLOR OF THE POOL. MIN. 2" IN WIDTH ON THE TREAD & RISER FOR FULL LENGTH OF STEPS. TILE SHALL BE SLIP RESISTANT IF USED ON TREAD. ( WHEN USING BULLNOSE TILE INSTALL 3/4" TILE ON TREAD AND 2" ON RISER). BULLNOSE TILE TO BE SLIP RESISTANT. O 6" TANK 9" sucrloN LINE -/ELEVATION "B" ELEVATION "A" 200 GALLON 6" PERIMETER OVERFLOW l 1" TYPE L COPPER POTABLE WATER SUPPLY CAPACITY 2" TANK OVERFLOW W/ 1 CHECK VALVE J 6" TANK SUCTION LINE COLLECTOR TANK DETAILS NOT TO SCALE A aY f a Y `F tl _ x EEW CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMAN@BELLSOUTH.NET ACE PROJECT# 17CO59 1. Fqi� o, Q�: '•EN.1 1- Q .• S� •?/ • 'O • STATE •� 0%.01 P . Davf���e�a;����� ,PE 46Ni 4, Q� H w U 0 zo �-LU m H= W 0 0z p z r� U F- tY 0 - W =>�Of �QLuao = Q w Z z w O w Fr C�� W Q 2~ p WWD'OW11:W af = W U W m j= Cr V�:��>_OF- Cn pcn0�~ POOL DETAILS AND NOTES Proj #: Issue Date: 170264 01-08-2018 Sheet No.: U z WOO RJS DIF WZON 0 o 'g V) m N N Of0 00 �0't Q9•' 0 Q I- 3 �m o C Q) 2 t Q En ir W z W O N N J Upo p 0 o afc W O I\ 0 < O O O N Q� H w U 0 zo �-LU m H= W 0 0z p z r� U F- tY 0 - W =>�Of �QLuao = Q w Z z w O w Fr C�� W Q 2~ p WWD'OW11:W af = W U W m j= Cr V�:��>_OF- Cn pcn0�~ Sheet Name: POOL DETAILS AND NOTES Proj #: Issue Date: 170264 01-08-2018 Sheet No.: SP3,0 Drawn By: Checked By: RJS DIF 0 0 N N 0 0016 p 0 o 0 .2- E p a) a � LLD -0 U N =3N En U z oa Sheet Name: POOL DETAILS AND NOTES Proj #: Issue Date: 170264 01-08-2018 Sheet No.: SP3,0 Drawn By: Checked By: RJS DIF ❑ 2 ELEC. E.M.S. 2 PROVIDE RECESSED WALL SPA NOW HYDRANT WITH VACUUM COLLECTOR PROVIDE S.S. BARRIER HANDRAIL TO BLOCK BREAKER 0 TANK PATRON ACCESS, SEE DETAIL THIS PAGE rf� L II II I I I DECK DRAIN NOTES: 1. DECK DRAINS TO BE STEGMEIER - FRONTIER DECK DRAINS WITH SLOTTED PVC COVER. 2. DECK DRAINS ARE EXTRUDED PVC WITH CONNECTING COUPLING, END, AND INTERSECTION FITTINGS. 3. COLOR TO BE SELECTED BY ARCHITECT. 4. AT BENDS, "T•s", AND CROSSES IN THE PVC DRAIN COVERS, MANUFACTURED DRAIN COVERS SHALL BE PROVIDED THAT MATCH THE BENDS, "T's", AND CROSSES. FIELD CUT SECTIONS OF DRAIN COVERS ARE NOT PERMITTED IN THESE LOCATIONS. I I I I I i I I I 1 I I I I I I I I I I I I I I I I I I I SPECTRUM PRODUCTS FREEDOM BP -350 ADA LIFT AND SLEEVE MINIMUM 18" FROM WATER'S EDGE, MINIMUM 4' OF DECK BEHIND MOUNT, SLEEVE TO BE BONDED I I I I SEE POOL PLAN FOR ADA LIFT FOUNDATION DETAILS I I I I V-6" PROVIDE S.S. BARRIER HANDRAIL TO BLOCK I PATRON ACCESS, SEE DETAIL THIS PAGE I I I 2 l I I AN 80 DECIBEL AUDIBLE ALARM NEAR THE SPA MUST I I SOUND CONTINUOUSLY UNTIL DEACTIVATED WHEN THE I I SPA CUTOFF SWITCH IS ACTIVATED A SIGN MUST �I�v '' nll. ■iti■ , ' II I DRAIN71 SPA DECK AROUND BE POSTED VISIBLE BY THE SPA WHICH READS I L7� ) I 12 VOLT LED SPA LIGHT FEET OF SPA SIZE I "ALARM INDICATES SPA PUMPS OFF. DO NOT USE 2 FLOW RATE DECK 2% 2" SPA WHEN ALARM SOUNDS UNTIL ADVISED OTHERWISE" I ,� �� S.S. HANDRAIL TO AWAY FROM F.P.S. --------------- -------------� �� PREVENT PATRON ACCESS SPA OR 2.11 ---------------------------� --- ---- IN AREAS WHERE SPA WET �I�v '' nll. ■iti■ , ' II I DRAIN71 SPA DECK AROUND BE POSTED VISIBLE BY THE SPA WHICH READS I L7� ) I RAILING FEET OF SPA SIZE I "ALARM INDICATES SPA PUMPS OFF. DO NOT USE 2 FLOW RATE DECK 2% 2" SPA WHEN ALARM SOUNDS UNTIL ADVISED OTHERWISE" I ,� �� S.S. HANDRAIL TO AWAY FROM F.P.S. --------------- -------------� �� PREVENT PATRON ACCESS SPA OR 2.11 ---------------------------� --- ---- IN AREAS WHERE SPA WET TOWARD DECK 42 G.P.M. SPA TOP STEP MINIMUM 10" DECK IS LESS THAN 4' DRAINS AS JET LINE PROVIDE MINIMUM WIDE AND MINIMUM 12" LONG 5.21 PER HEALTH STS 3ON-02 OF 4' OF DECK 2 DEPARTMENT HAYWARD BEHIND HANDRAIL 350 SF TOTAL CODE STRAINER 15 MINUTE TIMER FOR JET PUMP, CLOCK, SEE POOL PLANS AND EMERGENCY SHUT-OFF SWITCH MOUNTED MIN. 36" AND MAX. 48" ABOVE FOR POOL DECK FLOOR AND VISIBLE FROM SPA. SPA DRAINAGE SHUT-OFF TO BE A PUSH BUTTON. SPA PLAN REAR LEFT N RIGHT FRONT SCALE: 3/8" = V-0" NOTE: RETURN IS REQUIRED DIRECTLY ACROSS FROM 0 SKIMMER AS SHOWN 2" SKIMMER LINE I I 2 I I I I I ! �� 11 I I I I I I i I 1 I I SKIMMER I � I I I 6 I I I ! I I I I SLIP RESISTANT TILE DEPTH I I MARKER AND NO DIVING I ! SYMBOL (TYP) WITHIN 2 FEET I • i� OF WATERS EDGE. SEE SPA WALL TILE DETAIL. 6" MAIN I ! DRAIN LINE I ! RETURN INLETS TOTAL OF 4 I I ! (20' MAXIMUM SPACING) I VGBA APPROVED 12" X 12" j l MAIN DRAIN WITH TAMPER PROOF SCREW FASTENED I I FRAME AND GRATE. VELOCITY I THROUGH GRATE = 0.75 FPS I I ► ! I I I I l 2 i i PIPING PLAN POOL LIFT NOTE: PROVIDE HANDICAPPED ACCESS VIA STAINLESS STEEL SPECTRUM AQUATICS MODEL 26010 ASPEN WITH ANCHOR (BATTERY POWERED LIFT) METHOD OF WASTE DISPOSAL: SANITARY SEWER SCALE: 3/8" = 1'-0" 7 EQUIPMENT ROOM LAYOUT PROVIDE GALVANIZED STEEL SHEET BLOCKING IN WALL AT NOT TO SCALE ELEC. E.M.S. 2" EQUALIZER SPA LINE COLLECT, TANK NOTE: ALL METAL LOCATED WITHIN 5 FEET OF POOL WATER SHALL BE BONDED. NOTE: JUNCTION BOXES TO BE LOCATED A MINIMUM OF 5 FEET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK14 WEDGE I HANDICAPPED LIFT ANCHOR I 2" RETURN II ANCHOR W/ GROUNDING SLAB WIRE SCREW S S LADDER MESH AND/OR HANDRAIL RECIRC. JUNCTION PUMP 1 BOX 8 THERAPY JETS #8 SOLID COPPER - WIRE APPROVED CONNECTOR POOL STEEL 5' OF SPA MAT METAL "STOREFRONT" WITHIN NOTE: MEN'S AND WOMEN'S RESTROOM'S ARE SEPARATE AND LABELED "MEN" AND "WOMEN". NOTE: OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 10 FOOT CANDLES OF ILLUMINATION AT THE SPA WATER SURFACE AND THE POOL DECK SURFACE. PROVIDE MINIMUM 7' VERTICAL CLEARANCE ABOVE SPA DECK. LIGHT NICHE r BONDING DETAIL 1 NO SCALE THIS PROJECT 2 1 1 I 1 - 1 FLN 2 24" MIN. CLEARANCE POOL BACKWASH SPA HEATER DISCHARGE VIA 3" MIN. AIR GAP, REFER I TO PLUMBING .. a -I- REAR LEFT � RIGHT SCALE: 3/8" - 1,- 0 FRONT APPROVED CONNECTORS, CLAMPS OR WELDING AT ALL JOINTS. TOP CONC DECK W/ SLIP RESISTANT TOPPING ON COMPACTED FILL WITH ALL ORGANIC MATERIALS RFMOVFD ( RY OTHFRS) 0 am MIN. 3' MIN. # 2 (NON RIDGED) CORROSION RESISTANT 12 0. C. EACH WAY (MAX. 16" O.C. EACH WAY) SIDE BONDING DETAIL DOMESTIC HOT WATER HEATERS, Mr m -- N.T.S. DECK BONDING GRID MUST COMPLY WITH N.E.C. CODE (ARTICLE 680.26 (C)) RAILING CONNECTION SIZE CONCEALED WALL ANCHORS FLOW RATE WITH ESCUTCHEON PLATE 2" RETURNS S.S. HANDRAIL TO 6.69 F.P.S. 6" PREVENT PATRON ACCESS 190 G.P.M. 2.11 F.P.S. IN AREAS WHERE SPA WET a 42 G.P.M. 4.02 DECK IS LESS THAN 4' 3" JET LINE 120 G.P.M. 5.21 00 STS 3ON-02 30 GALLON CONTAINER - DO NOT SUBSTITUTE 2 FILTER HAYWARD C-1750 350 SF TOTAL 2 STRAINER 3" CLEAR 6" DIAMETER INTEGRAL WITH PUMP 2 FIELD ASTRAL Z MIN. 2" DIAMETER FACE (0-60 PSI) VERIFY FLOW METER BLUEWHITE CF30200P LENGTH 1 STATIC FITTING HAYWARD SP -1026 O 1 TEST KIT TAYLOR WEDGE ANCHOR WITH L V) Q 4 1-1/2" INLET FITTING (DIRECT. ADJUSTABLE) ESCUTCHEON PLATE, SP -1419D 1 CONNECT TO COMMON HAYWARD SP-10712FVE BONDING GRID PER NEC 2011, 8 THERAPY JETS GUNITE MICRO'SSAGE ARTICLE 680 16-5275 SPA WALL BARRIER HANDRAIL NOT TO SCALE ELEC. E.M.S. 2" EQUALIZER SPA LINE COLLECT, TANK NOTE: ALL METAL LOCATED WITHIN 5 FEET OF POOL WATER SHALL BE BONDED. NOTE: JUNCTION BOXES TO BE LOCATED A MINIMUM OF 5 FEET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK14 WEDGE I HANDICAPPED LIFT ANCHOR I 2" RETURN II ANCHOR W/ GROUNDING SLAB WIRE SCREW S S LADDER MESH AND/OR HANDRAIL RECIRC. JUNCTION PUMP 1 BOX 8 THERAPY JETS #8 SOLID COPPER - WIRE APPROVED CONNECTOR POOL STEEL 5' OF SPA MAT METAL "STOREFRONT" WITHIN NOTE: MEN'S AND WOMEN'S RESTROOM'S ARE SEPARATE AND LABELED "MEN" AND "WOMEN". NOTE: OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 10 FOOT CANDLES OF ILLUMINATION AT THE SPA WATER SURFACE AND THE POOL DECK SURFACE. PROVIDE MINIMUM 7' VERTICAL CLEARANCE ABOVE SPA DECK. LIGHT NICHE r BONDING DETAIL 1 NO SCALE THIS PROJECT 2 1 1 I 1 - 1 FLN 2 24" MIN. CLEARANCE POOL BACKWASH SPA HEATER DISCHARGE VIA 3" MIN. AIR GAP, REFER I TO PLUMBING .. a -I- REAR LEFT � RIGHT SCALE: 3/8" - 1,- 0 FRONT APPROVED CONNECTORS, CLAMPS OR WELDING AT ALL JOINTS. TOP CONC DECK W/ SLIP RESISTANT TOPPING ON COMPACTED FILL WITH ALL ORGANIC MATERIALS RFMOVFD ( RY OTHFRS) 0 am MIN. 3' MIN. # 2 (NON RIDGED) CORROSION RESISTANT 12 0. C. EACH WAY (MAX. 16" O.C. EACH WAY) SIDE BONDING DETAIL DOMESTIC HOT WATER HEATERS, Mr m -- N.T.S. DECK BONDING GRID MUST COMPLY WITH N.E.C. CODE (ARTICLE 680.26 (C)) 70 G.P.M. / 4 RETURNS = 17.5 GALLONS EACH RETURN SPA DATA SPA HYDRAULIC DATA SIZE PIPE FLOW RATE VELOCITY 2" RETURNS 70 G.P.M. 6.69 F.P.S. 6" MAIN DRAIN 190 G.P.M. 2.11 F.P.S. 2" SKIMMER 42 G.P.M. 4.02 F.P.S. 3" JET LINE 120 G.P.M. 5.21 F.P.S. 70 G.P.M. / 4 RETURNS = 17.5 GALLONS EACH RETURN SPA DATA UNITS SERVED N/A SIZE 12' X 8' AREA 96 SF DEPTH 3' VOLUME 1,481 GALLONS PERIMETER 40 LF TURNOVER 21.2 MINUTES FLOW RATE 70 G.P.M. BATHING LOAD 9 FACILITIES WOMENS RESTROOM MENS RESTROOM 4 SINKS 4 SINKS 5 TOILETS 3 TOILETS MANUFACTURER 3 URINALS REFER TO POOL PLANS FOR RESTROOM LOCATIONS RESTROOM NOTES: 1. TOILETS AND SHOWER FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH. 2. FLOOR SHALL SLOPE TO FLOOR DRAINS WITH WALL -FLOOR INTERSECTIONS COVED FOR CLEANING. 3. CARPET, DUCKBOARDS, OR OTHER SIMILAR FLOOR COVERINGS ARE PROHIBITED. 4. INTERIOR PARTITIONS SHALL BE PLACED ON A CONTINUOUS 6" HIGH CONCRETE BASE. 5. ENTRANCE DOORS SHALL BE LABELED TO DEPICT EACH SEX. 6. SANITARY FACILITIES ARE TO BE MAINTAINED IN A CLEAN SANITARY MANNER AND BE SUPPLIED WITH SOAP, PAPER TOWELS, TOILET PAPER, AND OTHER ITEMS ASSOCIATED WITH SANITAIllf FACILITIES. 7. EACH RESTROOM SHALL HAVE A HOSE BIBB, WITH VACUUM BREAKER. 8. SIGNS SHALL BE POSTED IN MINIMUM 1" HIGH LETTERS LEGIBLE FROM ALL PORTIONS OF THE POOL DECK SHOWING DIRECTION TO SANITARY FACILITIES. 9. ALL FENCING AROUND POOL FACILITY SHALL MEET LOCAL CODE REQUIREMENTS. 10. WALKWAYS BETWEEN THE POOL AND SANITARY FACILITIES SHALL BE CONCRETE WITH A NON -SLIP FINISH FOR THE FIRST 15' FROM WATERS EDGE. 11. THERE SHALL BE NO FOOD OR DRINK SERVING FACILITIES WITHIN 12 FEET OF THE POOL WATERS EDGE. GENERAL NOTES: THE SPA AND DECK SHALL BEAR ONLY ON CLEAN SANDS OR ROCK. ALL ORGANIC SOILS OR MARLS ENCOUNTERED ON EXCAVATION, SHALL BE REMOVED IN THEIR ENTIRETY AND BACK FILLED WITH ROCK 1500 PSF BEARING CAPACITY IS REQUIRED. * OWNER AND CONTRACTOR SHALL VERIFY SPA LAYOUT AND ALL DIMENSIONS, NOTIFY ENGINEER OF ANY CHANGES AND OBTAIN REVISED PLANS FOR CHANGES. * ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. * NO OVERHEAD WIRING WITHIN 10' HORIZONTAL OF SPA WALL OR DECK APPURTENANCES * ELECTRICAL EQUIPMENT WIRING AND INSULATION SHALL CONFORM WITH 2008 EDITION OF THE NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND SHALL COMPLY WITH APPLICABLE LOCAL CODES. * ALL PIPING AND FITTINGS TO BE P.V.C. SCHEDULE 80 NON -THREADED NSF -PW APPROVED. PVC PIPE EXPOSED TO SUNLIGHT SHALL BE COATED FOR U.V. PROTECTION * ALL VALVES SHALL BE TAGGED AND WATERPROOF OPERATING INSTRUCTIONS POSTED IN FILTER ROOM. * DECK AREA OF SPA AS REQUIRED TO BE SLIP RESISTANT AND NON PERVIOUS * SPA SHELL SHALL BE LIGHT (PASTEL) IN COLOR SO AS TO REFLECT RATHER THAN ABSORB LIGHT. * STEP TREADS SHALL HAVE SLIP RESISTANT FINISH, MINIMUM WIDTH 10". EDGES SHALL HAVE CONTRASTING COLORED STRIPS 2" IN WIDTH. * STEP RISERS EDGES SHALL HAVE CONTRASTING COLORED STRIPS 2" IN WIDTH, HEIGHT SHALL NOT EXCEED 12". * ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE STATE OF FLORIDA DEPARTMENT OF HEALTH, FLORIDA ADMINISTRATIVE CODE, AND LOCAL BUILDING CODES. * MINIMUM 10 FOOT CANDLES OF OVERHEAD LIGHT WILL BE PROVIDED AT SPA AND DECK LEVEL (SEE LA FITNESS BUILDING LIGHTING PLANS) * CHILDREN ARE NOT ALLOWED IN SPA OR SPA RESTROOM AREA. THUS, DIAPER CHANGING FACILITIES ARE NOT REQUIRED. * FOOT BATHS ARE NOT ALLOWED IN SPA POOL AREA. SPA RULES AND REGULATIONS: RULES AND REGULATIONS FOR BATHERS SHALL BE POSTED NEAR SPA SIDE, BE LEGIBLE FROM SPA DECK, LETTERING SHALL BE A MINIMUM ONE (1) INCH IN HEIGHT, EXCEPT "NO DIVING ALLOWED" TO BE A MINIMUM FOUR (4) INCH IN HEIGHT AND SHALL CONTAIN THE FOLLOWING: 1. NO GLASS OR ANIMALS IN THE FENCED SPA AREA (OR 50 FEET FROM UNFENCED SPA). 2. NO FOOD OR BEVERAGES IN SPA OR ON SPA WET DECK. 3. SHOWER BEFORE ENTERING SPA. 4. BATHING LOAD 9 PERSONS. 5. SPA HOURS: OPEN TO CLOSE OF CLUB. 6. MAXIMUM TEMPERATURE 104 DEGREES F. 7. NO DIVING ALLOWED. 8. CHILDREN UNDER 12 MUST HAVE ADULT SUPERVISION. 9. PREGNANT WOMEN, SMALL CHILDREN, PEOPLE WITH HEALTH PROBLEMS AND PEOPLE USING ALCOHOL, NARCOTICS OR OTHER DRUGS THAT CAUSE DROWSINESS SHOULD NOT USE SPA POOLS WITHOUT FIRST CONSULTING A DOCTOR. 10. MAXIMUM USE 15 MINUTES. 11. DO NOT SWALLOW SPA WATER. NOTES: 1. FLOOR SHALL BE NON ABSORBENT, SLIP RESISTANT AND SLOPED TOWARD DRAIN. 2. COLLECTOR TANK TO BE LOCATED INSIDE EQUIPMENT ROOM. 3. ALL PIPING EXPOSED TO SUN SHALL BE PAINTED TO PROTECT IT FROM U.V. RAYS. 4. EQUIPMENT TO BE INSTALLED IN NEW EQUIPMENT ROOM WITH LOCKABLE DOOR MINIMUM 3' WIDE X 6' TALL WITH MINIMUM 7' HIGH CEILING 5. 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED AT EQUIPMENT LOCATION. 6. CHEMICALS SHALL BE STORED IN A COOL DRY AND WELL VENTILATED AREA UNDER A ROOF AND THE AREA SHALL BE INACCESSIBLE TO THE PUBLIC. CHEMICALS WHICH EMIT CORROSIVE FUMES SHALL NOT BE STORED IN THE EQUIPMENT ROOM. MINNIE SPA EQUIPMENT SCHEDULE DATA -4--' QTY ITEM MANUFACTURER MODEL NO: DESCRIPTION 1 RE -CIRCULATION PUMP - SELF PRIMING - 1.5 HP PENTAIR WFK-6 70 G.P.M. AT 60' TDH; W/HAIR AND LINT STRAINER 1 JET PUMP WITH HAIR AND LINT STRAINER PENTAIR WFK-12 3 HP, 120 G.P.M. AT 60' TDH 2 FEEDER STENNER 45M5 50 GPD 2 CHEMICAL STORAGE CONTAINER STENNER STS 3ON-02 30 GALLON CONTAINER - DO NOT SUBSTITUTE 2 FILTER HAYWARD C-1750 350 SF TOTAL 2 STRAINER 6" DIAMETER INTEGRAL WITH PUMP 2 GAUGES ASTRAL v � MIN. 2" DIAMETER FACE (0-60 PSI) 1 FLOW METER BLUEWHITE CF30200P 40-150 G.P.M. 1 STATIC FITTING HAYWARD SP -1026 O 1 TEST KIT TAYLOR 2005 L V) Q 4 1-1/2" INLET FITTING (DIRECT. ADJUSTABLE) HAYWARD SP -1419D 1 SKIMMER HAYWARD SP-10712FVE Q) 8 THERAPY JETS GUNITE MICRO'SSAGE HYDRO AIR 16-5275 1 12" X 12" MAIN DRAIN, FRAME AND GRATE LAWSON MLD -SG -1212 VGBA APPROVED COVER (81.3 SQ. IN. OPEN AREA 1 LIGHT NICHE PENTAIR 78243300 1 LIGHT 12V LED WITH LOW WATER CUT OFF PENTAIR 5G/640150* *ADJUST FOR REQUIRED CORD LENGTH. 10OW EQUIV. 1 STAINLESS STEEL HANDRAIL w F 2 STAINLESS STEEL BARRIER HANDRAIL 0 a (SEE DETAIL, THIS PAGE) O SPA HEATER (DO NOT SUBSTITUTE) LOCHINVAR ERN202 199,999 BTU 1 ORP CONTROLLER (DO NOT SUBSTITUTE) CAT 4000 W/ pH AND ORP SENSING PROBES AND MIWVOLT SCALES 1 WALL MOUNTED CLOCK 1 COLLECTOR TANK VAK PAK CT 200 MINIMUM 200 GALLONS SEE DETAILS 1 15 MINUTE TIMER FOR SPA JETS 1 80 DECIBEL ALARM TO BE ACTIVATED WHEN SPA KILL SWITCH IS USED 1 SPA NON-USE SIGNAGE SEE NOTE ON SPA PLAN 1 TEMPERATURE GAUGE 30 TO 130 DEG. F; READABLE IN 1 DEG. INTERVALS .00 ta r• Y % F • % `p Jp O CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMAN@BELLSOUTH.NET ACE PROJE�T'-#`I'AC(F5,9F ¢� P,•' GENS •.-9''. - • ii= • r David I. Faerman, P.E. PE -47646 U7 R Proj #: Issue Date: -4--' 01-08-2018 u7 CD SP4,0 U z W ON DIF Z O cD O N ON o n M m yr 7 N N Er C0� Q N » v � 3.1° � o C N O < Vl Q) L V) Q z LLIW M Q) 00 0 �- N N Cl O O L0 Z, w F O O 0 a O O o < LL o��oo QwWwCj SWIM LIFT MODEL - 26010 ASPEN 6' I NOTE: OL 1 DMUR 01 DIMENSIONS VARY WITH SPECIFIC APPLICATIONS. SPECIFICATIONS ARE NOMINAL AND ARE SUBJECT TO CHANGE, PLEASE CONTACT SPECTUM PRODUCTS FOR CUSTOM APPLICATIONS, 2 3/4" X 2" BULLNOSE TILE OF DARK, CONTRASTING COLOR AT INTERSECTION OF STEPS RISER AND TREAD AND BENCH NOSING. INSTALL BULLNOSE TILE SUCH THAT 3/4" SECTION OF TILE IS ON TREAD AND 2" SEC11ON OF TILE IS ON THE RISER. BULLNOSE TILE TO BE SLIP RESISTANT TILE SPECIALTIES, INC. NON-FROSTPROOF COBAL 2x6 BULLNOSE TILE A4200. PROVIDE WITH MANUFACTURER'S STANDARD SUP RESISTANT COATING. SET TOP OF TILE FLUSH WITH PLASTER FINISH. PROVIDE RECESS AT FRONT OF STEP AS REQUIRED. POOL/SPA PLASTER FINISH DALTILE KEYSTONES 2x2 BULLNOSE TILE S-886. PROVIDE WITH MANUFACTURER'S SLIP RESISTANT, ABRASIVE COATING. SET TOP OF TILE FLUSH WITH PLASTER FINISH. PROVIDE RECESS AT FRONT OF STEP AS REQUIRED. DALTILE KEYSTONES 2x2 STANDARD SQUARE TILE. PROVIDE WITH MANUFACTURER'S SLIP RESISTANT, ABRASIVE COATING. SET TOP OF TILE FLUSH WITH PLASTER FINISH. PROVIDE RECESS AT FRONT OF STEP AS REQUIRED. POOL/SPA PLASTER FINISH I UU I I\LJ I FROM BUILDING POWER LIGHT & W.P.G.F.I. RECEPT. \11UA,CONTACTS FEED POOL CHEMICAL PUMPS POOL RECIRC. PUMP + 120V CHEMICAL FEED PUMPS (20A CKT DED) STARTER DISCONNECT NOTE: POOL CHEMICAL FEED PUMPS MUST LOSE POWER (5 HP) WHEN POOL RECIRCULATION PUMP LOSES POWER. 3 #8'S 1 "C POOL RECIRCULATION PUMP POOL HEATER SEE NOTE 2 VACUUM PUMP 3 #12 S in 1/2 C IGNITION SWITCHES DISCONNECT 2 VACUUM PUMP EXACT LAYOUT OF POOL EQUIPMENT TO BE DETERMINED IN FIELD AND COORDINATED WITH PLUMBING EQUIPMENT IN SPA EQUIPMENT ROOM NOTE: MATERIALS USED IN SPA HEATER ARE NON TOXIC AND ACCEPTABLE FOR POTABLE WATER USE. MAXIMUM POOL WATER TEMPERATURE 104 DEGREES 3 #12'S 1/2-C POOL LIGHT SWITCH (6) POOL LIGHT JUNCTION BOXES TO SERVICE 12" MINIMUM ABOVE COPING EXTEND SPOUT M PANEL(6) 12 VOLT CONCRETE ABO W P. / (6) 40 WATT POOL LIGHTS PANEL TRANSFORMER ! W/ LOW WATER CUT-OFF 4X (300 WATT) DEVICE MIN. 18" BELOW POOL WATER LINE. AUX. CONTACTS FEED SPA CHEMICAL PUMPS SN WASTE I BUILDING SANITAF SEWER PIPING THF 3" AIR GA SPA RECIRC. PUMP + 120V CHEMICAL FEED PUMPS (20A CKT DED) DISCONNECT NOTE: SPA CHEMICAL FEED PUMPS MUST LOSE POWER WHEN SPA RECIRCULATION PUMP LOSES POWER. 1 3 #12,5 1/2"C SPA RECIRCULATION PUMP SEE NOTE 1 lf.P. 15 MINUTE TIMER SWITCH THERAPY PUMP 3 #12'S 1/2"C PA THERAPY PUMP DISCONNECT EMERGENCY SPA SHUT-OFF SWITCH SPA LIGHT JUNCTION BOX SPA LIGHT SWITCH 12" MINIMUM ABOVE COPING O 12 VOLT TRANSFORMER / 1-18 WATT LED SPA LIGHT ( 100 WATT) -:L-W/ LOW WATER CUT-OFF � DEVICE MIN. 18" BELOW SPA HEATER IGNITION SWITCH WATER LINE. 3 #12'S in 1/2 . C NOTES: 1. SPA STARTER AND THERAPY STARTER MOUNTED IN 4X OR PVC ENCLOSURE. SPA RECIRCULATION PUMP INTERLOCKED WITH SPA CHEMICAL FEED PUMPS 2. VACUUM PUMP STARTER LOCATION IF NEEDED TO TURN ON/OFF PUMP 3. IN POOL AND SPA AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ETC. W/ #8 WIRE 4. POOL AND SPA PUMPS TO BE FED THROUGH GFCI CIRCUIT BREAKERS. ELECTRICAL DIAGRAM NOTE: ALL ELECTRICAL SHALL CONFORM WITH NEC ART. 680 N. T. S. / POOL/SPA PANEL LOCATION SHOWN ON LA FITNESS BUILDING PLANS TOP STEP IS MINIMUM 10" WIDE AND 12" LONG FIELD VERIFY 35" 12'-0" WATERPROOF DIAMOND- JET BRITE FINISH 7 6" GLAZED TILE Q O V-6„ a-U)Uj0 U3 Dw =_oo 1 0W_ � I W z 3 3Q I I SPA SECTION HYDROSTATIC RELIEF VALVE NOT REQUIRED NOT TO SCALE TILE SPECIALTIES, INC. DETAIL (ALTERNATE DETAIL) Id PR Im 4 4 � r d '< Q d . a DALTILE DETAIL (PREFERRED DETAIL) 3UNNITE CONCRETE DR SPA BENCH SHOTCRETE/GUNNITE CONCRETE STEPS AND/OR SPA BENCH NOTES: 1. OBTAIN APPROVAL OF TILE USED FOR NOSING FROM AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH THE WORK. 2. 2x2 DALTILE IS THE PREFERRED DETAIL, AS ALL OTHER TILE USED IN THE PROJECT IS FROM DALTILE. DO NOT USE ALTERNATE OPTION UNLESS AUTHORITY HAVING JURISDICTION WILL NOT ACCEPT THE PREFERRED DETAIL TYPICAL STEP/BENCH EDGE DETAIL N.T.S. 6" THICK CONCRETE WALL REINFORCED WITH #4 BARS AT 12" O.C. EACH WAY INLET SLOPE FLOOR 1" FROM WALL TO MAIN DRAIN (MINIMUM 1:40, MAXIMUM 1:10 SLOPE) 6" THICK CONCRETE FLOOR SLAB REINFORCED WITH #4 BARS AT 12" O.C. EACH WAY. HYDRAULIC SOLENOID VALVE W/MANUAL FILL 40" STATIC WATER MIN. 3" AIR GAP LEVEL SHUT-OFF VALVE 2" TO ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE SKIMMER SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW. 1" FILTER TANK DRAIN LINE TO FLOOR DRAIN FROM COLLECTOR TANK //// 2" SKIMMER - 2 -1 /2" SUCTION FROM COLLECTOR TANK ALL VALVES TO BE PVC FULL BORE, 1/4 TURN VALVES WITH SOCKET. INCLUDE INTEGRAL UNIT NUTS ON VALVE BODY TO ALLOW REMOVAL WITHOUT CUTTING OR SPREADING PIPING SYSTEM. TWO HAYWARD C-1750 CARTRIDGE FILTERS AIR RELIEF VALVE PRESSURE GAUGE THERAPY PUMP PENTAIR WHISPERFLO, WFK-6. 3 HP. 120 GPM ® 60' TDH. WITH HAIR AND LINT STRAINER PRESSURE GAUGE SPA PUMP PENTAIR 1.5 HPWHISPERFLO WFK-6. 70 GPM 0 60' TDH. WITH HAIR AND LINT STRAINER SPA EQUIPMENT ISOMETRIC 3 DIMENSIONAL NO SCALE 12" X 12" X 18" MAIN DRAIN WITH VGBA APPROVED GRATE SECURED WITH TAMPER PROOF SCREWS (LAWSON MLD -SG -1212 OR EQUAL SAFETY LOCKING FRAME AND GRATE OPEN AREA 81.3 SQUARE INCHES) (MAXIMUM VELOCITY NOT TO EXCEED 1.5 FT PER SECOND) A — A p• 4- A -° p ° PVC MAIN DRAIN PIPING TO d COLLECTOR TANK d d (HYDROSTATIC RELIEF VALVE NOT REQUIRED) MAIN DRAIN DETAIL NOT TO SCALE ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1'x2' UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT EQ. EQ. DIRECTLY AGAINST R. EDGE 2" RETURN) SKIMMER DETAIL NOT TO SCALE CHECK VALVE 1 BLUE WHITE FLOWMETER CF30200P 40-150 GPM 20" UPSTREAM AND 10" DOWNSTREAM CLEARANCES CAT 4000 ORP CONTROLLER 2 STENNER 45M5 FEEDERS 50 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP PROVIDE 30 GALLON ACID AND CHLORINE CONTAINERS LABEL "ACID" LABEL "CHLORINE" w SPA WALL STEEL ao 1- e 3 3/4" NON-METALIC CONDUIT 30 �. a. TO JUNCTION BOX Li Ill _j ° a• (�\ LIGHT BODY \ BOND WIRE TO POOL STEEL 2 #3 BARS ACROSS NICHE a .v LIGHT NICHE DETAIL NOT TO SCALE DETAILS AND LOCHINVAR 199.000 POOL COPING 4 1/4'x4 1/4' POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. TILE AT THIS AREA IS INSTALLED OVER THIK-SET MORTAR BED. BTU GAS HEATER In c0 Sheet No.: / SHOWN FOR INSTALUTKNN REFERENCE SLOPE TO DRAIN 1/4' PER FOOT. 4 1/4'x4 1/4' POOL DEPTH MARKERS. TEXT i DIF Ti HEATER PIPING RLE PIECE IS A 1'x2' UNGIAZEDD, SUP-RESISDINT, RADAISED AND FITTINGS TO ALWAYS FACES TOWARDS THE WATER AS SHOWN. • — BE SCHEDULE 80 `IEDGE CPVC TWO HAYWARD C-1750 CARTRIDGE FILTERS AIR RELIEF VALVE PRESSURE GAUGE THERAPY PUMP PENTAIR WHISPERFLO, WFK-6. 3 HP. 120 GPM ® 60' TDH. WITH HAIR AND LINT STRAINER PRESSURE GAUGE SPA PUMP PENTAIR 1.5 HPWHISPERFLO WFK-6. 70 GPM 0 60' TDH. WITH HAIR AND LINT STRAINER SPA EQUIPMENT ISOMETRIC 3 DIMENSIONAL NO SCALE 12" X 12" X 18" MAIN DRAIN WITH VGBA APPROVED GRATE SECURED WITH TAMPER PROOF SCREWS (LAWSON MLD -SG -1212 OR EQUAL SAFETY LOCKING FRAME AND GRATE OPEN AREA 81.3 SQUARE INCHES) (MAXIMUM VELOCITY NOT TO EXCEED 1.5 FT PER SECOND) A — A p• 4- A -° p ° PVC MAIN DRAIN PIPING TO d COLLECTOR TANK d d (HYDROSTATIC RELIEF VALVE NOT REQUIRED) MAIN DRAIN DETAIL NOT TO SCALE ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1'x2' UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT EQ. EQ. DIRECTLY AGAINST R. EDGE 2" RETURN) SKIMMER DETAIL NOT TO SCALE CHECK VALVE 1 BLUE WHITE FLOWMETER CF30200P 40-150 GPM 20" UPSTREAM AND 10" DOWNSTREAM CLEARANCES CAT 4000 ORP CONTROLLER 2 STENNER 45M5 FEEDERS 50 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP PROVIDE 30 GALLON ACID AND CHLORINE CONTAINERS LABEL "ACID" LABEL "CHLORINE" w SPA WALL STEEL ao 1- e 3 3/4" NON-METALIC CONDUIT 30 �. a. TO JUNCTION BOX Li Ill _j ° a• (�\ LIGHT BODY \ BOND WIRE TO POOL STEEL 2 #3 BARS ACROSS NICHE a .v LIGHT NICHE DETAIL NOT TO SCALE N.T.S. r r r r r 1 TYPE L COPPtm 2.5" RECIRC. POTABLE WATER SUPPLY SUCTION WATER LEVEL 2" EQUALIZER a CONTROL LINECID I E �6" MAIN 2" TANK DRAIN OVERFLOW W/ CHECK VALVE U 6" MAIN if DRAIN 0 0 3" JET SUCTION JET SUCTION 3" JET SUCTION2�_.3" 5" RECIRC. SUCTION 2.5" RECIRC. ELEVATION "A" (HIDDEN BEHIND)CTION ELEVATION "B" "A" 6" MAIN DRAIN PLAN COLLECTOR TANK DETAILS NOT TO SCALE 1. DIMENSIONS SHOWN ARE TO FINISH FACE OR CENTERLINE OF TILE AND EQUIPMENT UNLESS NOTED OTHERWISE 2. DIMENSIONS AT SPA COPING ARE BASED UPON ACTUAL TILES SIZE INFORMATION PROVIDED BY MANUFAmRER. COORDINATE ALL FINAL DIMENSIONS IN FIELD TO USE COMPLETE TILES. 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, AND ACCESSORIES REQUIRED FOR TILE LAYOUT AS SHOWN. 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, AND POOL SUBCONTRACTOR SHALL COORDINATE INSTAL1A110N OF ALL TILE PRODUCTS ALL TILE SWILL HAVE A CONSISTENT INSTALLATION APPEARANCE REGARDLESS OF WHO PERFORMS ALL, OR A PORTION, OF THE WORT(. TYPICAL COPING AT SPA ESCUTCHEON 1-1/2" I.P.S. WEDGE ANCHOR GROUND WEDGE ANCHOR DETAIL NOT TO SCALE N.T.S. ° UjI- . p. 0 3 = w� cD 1.5" RETURN PIPEFROM I o0 FILTER RETURN LINE - SEE ° c'j Q PLAN d v O F - Q -- ------ — - cj 'p DIRECTIONALLY ADJUSTABLE d FILTER RETURN INLET AL ADAPTER 2" RETURN DETAIL NOT TO SCALE �'',y \•9 .`��..��•\off. � .: ,. w. x Y F B•9 X 9 p f6 d Y CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMAN@BELLSOUTH.NET ACE PROJECT# 170059 1` 9 Q- •' • G EN •'9102 No.47646 '0 • STA a 10 T i �' • ar I '� vnasi' P.E. PE -47646 U7 DETAILS AND EQUIPMENT POOL COPING 4 1/4'x4 1/4' POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. TILE AT THIS AREA IS INSTALLED OVER THIK-SET MORTAR BED. 170264 In c0 Sheet No.: U SHOWN FOR INSTALUTKNN REFERENCE SLOPE TO DRAIN 1/4' PER FOOT. 4 1/4'x4 1/4' POOL DEPTH MARKERS. TEXT RJS DIF Ti Z O N RLE PIECE IS A 1'x2' UNGIAZEDD, SUP-RESISDINT, RADAISED a3 1`0 ALWAYS FACES TOWARDS THE WATER AS SHOWN. • — m `IEDGE j.IN POOL WATER POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUR DIRECTLY2 1'x1' UNGLAZED, SUP -RESISTANT CERAMK; TILE OVER THICKSETSEE POOL DRAWINGS.MORTAR SURFACE AGAINST R. SEE I.D. DRAWINGS. 2' BED OVER RECESSED CONCRETE SLAB, SEE I.D. Q BELOW C, a� DRAWINGS. SLOPE TO DRAIN. SEE ARCHITECTURAL AND I.D. DRAWINGS FOR SPA 3:v� 1EXT-L-UPPER TETTT-L-LOWER M 0 c -v v v +, GUTTER, WALL TARGET, LAP LANE MARKER, STEP EDGE, 1'x1' UNGLAZED, SUP -RESISTANT ELEVATION—V AND SPA BENCH EDGE TILE COLORS AND SIZES WALL WALL TILE AT POOL DECK. SEE o Q) O I.D. DRAWINGS. N '',?bi f v>.. •L` `^j'','{ i7.. *.. •",:'(`�">�+� L'••3 c♦. 171:'•: .4d...��; •; y,. � •.. .'r'L`�:.• l° . �. '�f"'s�.:'►" .. _.I�c�... ,..p.. .P.+. rtr! •.A �!,.c Y+l-•R' tx. PLAN AT DECKQ � d d •d o 0 o r_ U 1'x1' UNGLAZED, SUP -RESISTANT TILE, SEE POOL AND I.D. DRAWINGS. O EDGE TILE PIECE IS A 1'x2" UNGLAZED, T.O. TILE N •d p p a v SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. d p ° DEPTH MARKER TILES BUTT DIRECTLY AGAINST R. FLOOR BEYOND d UNE OF SPA BENCH V.I.F. FINISH FLOOR 'i PROVIDE 1'x1' BULLNOSE TRIM AT BOTTOM OF TILE INSTALLATION •d p ° : d G C-0" d p d p d d SPA PLASTER FINISH d M 2 SPA BENCH, SEE SECTION d ,11 PROVIDE 1"0" BULLNOSE TRIM AT BOTTOM OF TILE INSTALLATION d F 1'x1' UNGLAZED, SUP -RESISTANT WALL TILE AT GUTTER/POOL COPING. SEE I.D. d r= DRAWINGS. p CAST -IN-PLACE CONCRETE SLAB, SEE SCTURAL DRAWINGS TRl1 in -ELEVATION IN SPA SEE ARCHITECTURAL AND I.D. DRAWINGS FOR SPA a 4 SPA WALL GUTTER, WALL TARGET, LAP LANE MARKER, STEP EDGE, dp d AND SPA BENCH EDGE TILE COLORS AND SIZES dp .d d ' F-) A W A A I I T I I F— n r— T A I I p NOTES: N.T.S. r r r r r 1 TYPE L COPPtm 2.5" RECIRC. POTABLE WATER SUPPLY SUCTION WATER LEVEL 2" EQUALIZER a CONTROL LINECID I E �6" MAIN 2" TANK DRAIN OVERFLOW W/ CHECK VALVE U 6" MAIN if DRAIN 0 0 3" JET SUCTION JET SUCTION 3" JET SUCTION2�_.3" 5" RECIRC. SUCTION 2.5" RECIRC. ELEVATION "A" (HIDDEN BEHIND)CTION ELEVATION "B" "A" 6" MAIN DRAIN PLAN COLLECTOR TANK DETAILS NOT TO SCALE 1. DIMENSIONS SHOWN ARE TO FINISH FACE OR CENTERLINE OF TILE AND EQUIPMENT UNLESS NOTED OTHERWISE 2. DIMENSIONS AT SPA COPING ARE BASED UPON ACTUAL TILES SIZE INFORMATION PROVIDED BY MANUFAmRER. COORDINATE ALL FINAL DIMENSIONS IN FIELD TO USE COMPLETE TILES. 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, AND ACCESSORIES REQUIRED FOR TILE LAYOUT AS SHOWN. 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, AND POOL SUBCONTRACTOR SHALL COORDINATE INSTAL1A110N OF ALL TILE PRODUCTS ALL TILE SWILL HAVE A CONSISTENT INSTALLATION APPEARANCE REGARDLESS OF WHO PERFORMS ALL, OR A PORTION, OF THE WORT(. TYPICAL COPING AT SPA ESCUTCHEON 1-1/2" I.P.S. WEDGE ANCHOR GROUND WEDGE ANCHOR DETAIL NOT TO SCALE N.T.S. ° UjI- . p. 0 3 = w� cD 1.5" RETURN PIPEFROM I o0 FILTER RETURN LINE - SEE ° c'j Q PLAN d v O F - Q -- ------ — - cj 'p DIRECTIONALLY ADJUSTABLE d FILTER RETURN INLET AL ADAPTER 2" RETURN DETAIL NOT TO SCALE �'',y \•9 .`��..��•\off. � .: ,. w. x Y F B•9 X 9 p f6 d Y CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMAN@BELLSOUTH.NET ACE PROJECT# 170059 1` 9 Q- •' • G EN •'9102 No.47646 '0 • STA a 10 T i �' • ar I '� vnasi' P.E. PE -47646 U7 DETAILS AND EQUIPMENT Proj #: �) T 170264 In c0 Sheet No.: U z WON RJS DIF U Z O N o a3 1`0 • — m v r� 0 .0 r, 00 3 Q C, a� 3:v� M 0 c -v v v +, 2 o U V Q W I__ W Q) O 00 N 0 Uj o 0 o r_ U OOf O CID O N LL O Qwl�-wCL 0a U) W w 0 0 p U) W mC)jH2IYZO�Z owo�WZ0-Ofo I-ofT— ZzbwZC7 U�wQ<I=OI->_ T-Wwu)wVw a w it z � U 0 Of W co _ Cn�Qof U)0<� IoW � Z6 Sheet Name: DETAILS AND EQUIPMENT Proj #: Issue Date: 170264 01-08-2018 Sheet No.: SP5,0 Drawn By: Checked By: RJS DIF s A B C O D O E F 0 1 2 ° 3 Iu ° 1-I ° 1L FURNITURE PLAN NOTES: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY SHEET, OR ON EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. B F1 BENCH - HOLLMAN BY G.C. A F2 FURNITURE 1 EQUIPMENT BY LA FITNESS A F3 KIDS KLUB PLAY EQUIPMENT BY VENDOR. A F4 FITNESS EQUIPMENT BY VENDOR. A F5 WALL MOUNTED AED BY LAF. PROVIDE BLOCKING PER ARCH. DWGS. SUGGESTED LOCATION, FINAL LOCATION SHALL BE DETERMINED BY LAF OPERATIONS MANAGER IN CONJUNCTION WITH LAF DM APPROVAL. B F6 RECESSED WALLET LOCKERS BY GC. SUGGESTED LOCATION, FINAL LOCATION SHALL BE DETERMINED BY LAF OPERATIONS MANAGER IN CONJUNCTION WITH LAF DM APPROVAL. - -MIRROR FURNITURE LEGEND: FURNITURE BY LA FITNESS UNLESS OTHERWISE NOTED NOTE: THESE ARE ESTIMATED FURNITURE REQUIREMENTS. LAF TO DETERMINE SPECIFIC FURNITURE REQUIREMENTS BASED ON MARKET AREA NEEDS AND ORDER ACCORDINGLY. C1 SALES - EMPLOYEE DESK CHAIR RECEPTION - OM DESK CHAIR C2 SALES - GUEST CHAIR C3 RECEPTION - FRONT DESK BARSTOOL C4 RECEPTION - LOUNGE CHAIR C5 NOT USED C6 POOL - LOUNGE CHAIR C7 SOCIAL - BAR STOOLS C8 SOCIAL - BENCH SEAT BY MILLWORKER T1 RECEPTION - SIDE TABLE T2 NOT USED T3 POOL - SIDE TABLE T4 SOCIAL - BAR TABLE BY MILLWORKER T5 SOCIAL - OCCASIONAL TABLE BY MILLWORKER S1 AEROBICS - STORAGE BINS Ono -M arl'o s R CEP. E ID SHEET INDEX C1 I 01 l i oID-1.0. FURNITURE KEY PLAN SALES --}- I E i m V°"fic''Decline Press ' ID -1.2 PAINT BREAK I ART GRAPHICS PLAN ID -3.0 i c3 c3 ' ! '- ID -1.3. REFLECTED CEILING FINISH PLAN C4 T1 C4 ; I : ; I w�+e Iw "rn ; . --.--------- 2 (N) TYP. AT B. 1 F2SEATING I B.1 (N) ID -2.0 ENLARGED FLOOR FINISH PLANS jd :.: ----- -----------........_ ...-- ------ ------------------------------------ g ID- ENLARGED SH PLANS I � 1 � ID -2.2 ENLARGED POOL FINISH PLAN I I �- 1�77 -- - -I ID -3.0 1/8SCALE INTERIOR ELEVATIONS A4(N� ID -3.1 1/8; SCALE INTERIOR ELEVATIONS - -- - - - --------------------------------- - _ _ _ .- ---- -- - - --- -�A ID -3.2 1/8" SCALE INTERIOR ELEVATIONS 1 I I I F1 rF1ID-3.3 1/4" SCALE INTERIOR ELEVATIONS ID -2.0I ID -2.2 ID -3.4 1/4" SCALE INTERIOR ELEVATIONS ; I I I , I ID4.0.1 RECEPTION MILLWORK DETAILS ID4.0.2 RECEPTION MILLWORK DETAILS i ID4.1.1 SALES / SOCIAL MILLWORK DETAILS 1 2.4 2.1 2.8 2.9 (N) 4. (N) 4. N) 3.8 (N) 4.8 (N) (N)4.9 5.4 (N) (N) 5.6 6.2 (N) 6.7 (N) ID -4.1.2 SALES / SOCIAL MILLWORK DETAILS ID4.2 KIDS KLUB MILLWORK DETAILS ID4.3 SIGNAGE MILLWORK DETAILS ID4.4 TRAINER'S KIOSK MILLWORK ID -5.0 DETAILS N ID -5.1 DETAILS ID -5.2 DETAILS ID -5.3 DETAILS ID -6.0 FINISH SCHEDULE ID -6.1 TILE SPECIFICATIONS AND DETAILS FURNITURE / KEY PLAN PLAN NORTH ID -6.2 TILE PATTERN DETAILS SCALE: 3132" = 1'-0" 0 4' B' 16' w 0 0 0 0 0 1 0 S 0 9 0 10 0 11 0 12 I BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSH I PUSA. COM PROJECT NAME: JIrH[E �N) Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is notto be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Donot scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information end generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary formatfor discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 2 01-08-18 MISC COORD. Schroeder Architects ARCHITECTURE _= INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA© 2017 Irk !F c' L ' L Y �, An 46{ s .y _ 2 DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FURNITURE / KEY PLAN SHEET NUMBER: 0 A B C 0 ts] E F 1 0 2 0 3 4 5 0 6 7 8 9 0 10 11 12 r+t. FLOOR FINISH PLAN SCALE: 3/32"= V-0" 1 0 4' 8' 16' CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS 0 PLAN SHEET NUMBER: ID�l 2 0 3 I 0 4 6 0 7 _I 8 FIRE RISER GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS, 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES AREKEY NOTES. NERAL OR ON EVERY PROJECT. MAY PLAN DFOR APPLICABLE NOTED AREASHEET, B O GLUE DOWN CARPET (G.C. INSTALLED) A O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B O WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A O4 RUBBER GYM FLOORING, BY LAF. B O5 EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. B O6 RESILIENT FLOORING AS SCHEDULED. B O7 TILE FLOORING AS SCHEDULED. B O8 ENTRANCE MAT B O RUBBER MAT OVER CONCRETE, CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W/ ARCH. DWGS. B 12 ALUMINUM STOREFRONT THRESHOLD, VERIFY W/ ARCH. DWGS. 13 NOT USED 14 NOT USED STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB-FLOOR45 B 15 DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK / EQUIPMENT. 18 NOT USED PROVIDE 2" CONTRASTING NOSING STRIPE AT TOP AND BOTTOM STEP AND AT B 19 ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. B 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B O DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. B 41 WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP AND BOTTOM PLANK. B 42 BASKETBALL BACKBOARD, BRACKET, BRACING. PAINT BRACKETS TO MATCH ADJ. WALL COLOR. B 43 BASKETBALL WALL PADS, COLOR: W06 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. B O PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. 45 MIRROR DIMENSIONS SHOWN ARE LAF PREFERENCE. VERIFY WITH LOCAL MANUFACTURING STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING. B 46 RACQUETBALL WALL PANEL BY VENDOR B 47 RACQUETBALL GLASS PANEL BY VENDOR 48 - 79 NOT USED FLOOR FINISH LEGEND: TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. I I I 1 I I RUBBER FLOORING I;?--- ENTRY MAT I I I '• I l i -'II 11illlil111'I'il (BY OWNER) l' I: 1:1 I I GLUE DOWN CARPET TILE r EXPOSED CONCRETES SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. WOOD FLOORING. SEE FLOOR CUSTOM PADDED PLAY FINISH PLAN FOR PATTERN DIRECTION. y EQUIP. FLOORING SINGLE COLOR(1X1) MOSAIC '+ +++ `+++" + RESILIENT SHEET ++++*+++' +++. FLOORING PER FINISH 1--- l SCHEDULE L CUSTOM MOSAIC PORCELAIN +' ++. `+++ "+ TILE FLOORING. SEE ID -5.2, ; VINYL TILE:'LIGHT' COLOR. ID -6.1 & ID -6.2 FOR PATTERN -' t l DETAILS AND PANEL LAYOUT. I I SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. 12" X 24" PORCELAIN TILE VINYL TILE:'DARK' COLOR. - — - ... - STACK BOND PATTERN. i SEE FLOOR FINISH PLAN _-------- --I.: I ': FOR PATTERN DIRECTION. 12"X24" TILE BORDER 9 0 10 0 11 �o BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do notscale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. B. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 2 01-08-18 MISC COORD. Schroeder Architects ARCHITECTURE ZZ INTERIORS tt URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SAO 2017 Y'c r" ,k <) "Y , i r a � f � 3 J DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FLOOR FINISH PLAN SHEET NUMBER: ID�l ■ ° 1 ° 2 ° 3 ° 4 ° 5 ° A B C D E ° F I`J 6 ° 7 ° 8 TYP. AT UPPER WALL TYP. AT I CORR. 108 STO. ° 9 ° 10 ° 11 ° 12 a GENE RAL NOTES:NOTE: SEE ID -6.0 AND MATERIAL SPECIFICATIONS 1 FOR FINISH AND 1 MlE TYPICAL AT ALL WALLS, LOW SOFFITS AND COLUMNS, UNLESS NOTED OTHERWISE (U.N.O.) 2 B 47 USE AT ALL WALLS TO RECEIVE ART GRAPHICS, SEE: ID -6.0 FOR P-47 SPECIFICATION. 3. ART GRAPHICS SUPPLIED BY LAF. GC TO PREPARE WALL TO RECEIVE ART GRAPHICS PER PROJECT SPECIFICATIONS. REFER TO THIS SHEET FOR LOCATIONS. 4. SEE INTERIOR ELEVATIONS SHEET ID -3.0 TO ID -3.2 FOR ADDITIONAL INFORMATION. MIRROR 1 — — — — — — — G# ART GRAPHIC WB WOOD BAND BY MILLWORKER. SEE ARCH. DWGS FOR 1 DETAILS P NOTE: WALL BEHIND WOOD BAND TO BE PAINTED BLACK 19A 2" FROM EDGE OF TOP AND BOTTOM PLANK. KEYNOTES: CG - PROVIDE CLEAR CORNER GUARDS AT ALL OUTSIDE CORNERS OCCURRING AT WRAPPED GRAPHICS AS INDICATED BELOW. G1 RECEPTION: FULL WALL GRAPHIC AT MILLWORK INSET G2 CIRCUIT: FULL WALL GRAPHIC AT MILLWORK INSET G3 SALES: FULL WALL GRAPHIC ABOVE COUNTER G4 SALES: FULL WALL GRAPHIC G5 CIRCUIT: FULL WALL GRAPHIC G6 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE MIRROR G7 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE MIRROR G7B FREE WEIGHTS: FULL WALL GRAPHIC ABOVE WOOD BAND G8 BASKETBALL: FULL WALL GRAPHIC AT INSET G9 BASKETBALL: FULL WALL GRAPHIC AT INSET G10 CARDIO: FULL WALL GRAPHIC G11 AEROBICS: FULL WALL GRAPHIC G12 CYCLING: FULL WALL GRAPHIC G13 KIDS KLUB: FULL WALL GRAPHIC G14 KIDS KLUB: FULL WALL GRAPHIC G15 LOCKER CORRIDOR: FULL WALL GRAPHIC AT INSET CG G16 LOCKER CORRIDOR: FULL WALL WRAP-AROUND GRAPHIC G17 CIRCULATION: FRAMED GRAPHIC G18 CIRCULATION: FRAMED GRAPHIC CIS G19 POOL VESTIBULE: FULL WALL WRAP-AROUND GRAPHIC G20 POOL: FULL WALL GRAPHIC AT INSET G21 POOL: FULL WALL GRAPHIC AT INSET G22 SPA: FULL WALL WRAP—AROUND GRAPHIC PAINT BREAK / ART GRAPHIC PLAN SCALE: 3132" =1'-0" 0 4' 8' 16' 1 2 0 3 4 5 0 6 7 8 0 9 ° 10 0 11 0 1 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 W W W. SDAPARTNERSHI PUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is notto be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, It is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 2 01-08-18 MISC COORD. Schroeder Architects ARCHITECTURE is INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SAO 2017 y x • � o � 9 z.f ��F0 -1 r } `+�.. ty i� 3�;K E" DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: PAINT BREAK / ART GRAPHIC PLAN SHEET NUMBER: A B 0 C 0 D 0 E 0 F 0 1 0 2 0 3 4 5 6 0 7 0 8 9 10 11 12 SOFFIT WHERE MOUNTED SOFFIT WHERE MOUNTED REFLECTED CEILING FINISH PLAN SCALE: 3/32" =1'-0" 0 4' 8' 16' 1 0 2 0 3 4 5 0 6 0 7 0 8 0 9 0 1 GENERAL NOTES AND SYMBOLS: 1. PAINT COLOR TO WRAP AROUND ALL SIDES OF SOFFIT TYP, 2. ALL SOFFITS TO BE PAINTED A MINIMUM OF 6" ABOVE LEVEL OF A.C.T., TYP. 3. SEE ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS. 4. SEE PROJECT SPECIFICATIONS FOR SCHEDULED LIGHT FIXTURES. 5. ALL LAY -IN CEILINGS TO BE ACT -1 U.N.O., SEE ARCHITECTURAL SPECIFICATIONS. 6. THIS PLAN INDICATES PAINT COLOR AND PLACEMENT AT SOFFITS ONLY. THIS PLAN DOES NOT INDICATE ASSEMBLIES OR PROFILES. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. IF SOFFIT HEIGHT INDICATED IS IN CONFLICT WITH ARCH. DWGS., CONTACT SDA FOR CLARIFICATION. 7. SEE SHEET ID -6.0 FOR FINISH SPECIFICATIONS AND COLOR. R MATERIAL COLOR FOR FINISH REFERENCE ONLY KEY NOTES :NOTE: KEYNOTES ARE NE OR ON EVERY PROJECT. ESE PA LAN MAYDFOR APPLICABLE NOTED ARE SHEET, [1A] ALL SOFFITS AND CEILINGS EXCEPT A.C.T. TO BE PAINTED P -1A U.N.O. C1 CEDAR WOOD CEILING PANELS PER SAUNA VENDOR. C2 NOT USED C3 41/4" X 4 1/4" CEILING TILE @ 45 DEGREES. CL1 ARMSTRONG'WOODWORKS LINEARCEILING PANELS CL2 STONEWOOD CEILING PANELS CL3 SUSPENDED CEILING PLANK SYSTEM BY MILLWORK VENDOR, REFER TO ARCH DWGS FOR UNISTRUT AND THREADED ROD PROVIDED BY G.C. BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW. SDAPARTNERSHIPUSA. COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do notscale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 2 01-08-18 MISC COORD. Schroeder Architects ARCHITECTURE ZZ INTERIORS II= URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA® 2017 SCHR a �j Q pp`a F'r ® r � • V.9 163 a ^_� 6 DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: REFLECTED CEILING FINISH PLAN SHEET NUMBER: A4 1 ID�l ■ 1 2 3 4 5 I R. 4n 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSHIPUSA.COM PROJECT NAME: €z,.'.1 S•y� d� Sanford, FL E C 0 IR E 0 F 0 PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is notto be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do notscale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. I This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 2 01-08-18 MISC COORD. Schroeder Architects ARCHITECTURE _= INTERIORS ZZ URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA© 2017 =s�_ AR D; s DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED POOL FINISH PLAN SHEET NUMBER: ID�202 A B C D E F _ja ~ UJ J UJ LL CO W Z = = � In 0 co CONNECTOR @ F-0" SEGMENTS TP -5 1 0 2 0 3 4 5 BULLNOSE CONNECTOR @ 8'-0" SEGMENTS COVE PROFILE CT -4A SEE ELEVS. SHT ID -3.3 AND ID -3.4 AND DETAIL F1 CT -4B I ID -5.2 FOR LOCATIONS TP-1 EDGE PROTECTION TRIM PROFILE CT -4B TP -2 COVE PROFILE PER ARCH. PLANS A - WALL FRAMING AND SUBSTRATE PER ARCH. DWGS. - WALL TILE AS SCHEDULED G-2 TP 2 COVE PROFILE —PROVIDE SEALANT JOINT @ CHANGE IN PLANE — FLOOR TILE AS SCHEDULED G-1 SLOPE PER ARCH DWGS. I ELEV 'A'OUTSIDE 64 FULL HEIGHT WALL TILEID-5.2 COVE PROFILE TP -2 CONNECTOR TP 4 CORNER TPS INSIDE CORNER TP -2 COVE PROFILE, SEE ARCH. DWGS. FOR SUBSTRATE AND FLOOR DETAILING NOTE: CT -2 @ 8'-0" TP -5 TYP. SEE SHEET ID -6.1 FOR SCHEDULE OF TILE, GROUT AND TRIM PROFILES FACING CORRIDOR, TYP. SEGMENTS w OPEN R01w1I v u tRSR11ua1gR ... 1. FLAN VIEW OUTSIDE THIS DETAIL IS FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL TP -1 TP4 CORNER PLANS FOR FLOOR, WALL AND SUBSTRATE REQUIREMENTS. TRIM PROFILE AT FULL HEIGHT WALL TILE VA �� CONFIRM THICKNESS CORNER II " TYPICAL WALL TILE CT 32 COVE PROFILE TRIM DETAIL @W—*4 ACE 0111011E 2A 312 SIIUCRR11111MOS B G-2 FOR WET AREA WALLS AND CEILING. 3116" AUSE B'T CT -8 SCALE: 1/2" =1'-0" 0 1' 2' 4' GROUT JOINT TYPICAL AT WALL TILES, " " " SCALE: 3 = V-0 0 2 4" 8" 1R71� GROUT LINE AT TILE TILE AT CORRIDOR OPENING L a16e1ws 6 sN 001111 W •t® M At K TM UK 11oA1M•o1 F1ot10ED 1r t11lu1tt01u•aR TRANSITION TO OCCUR ON STAINLESS STEEL RECESSED 0006111E A L "K M611011f M 161 W IRF o•11flE 1115 CT -413 TOP OF OPENING, TYP. � �, Q NU A4 REFERENCE ONLY. WALL ANCHOR FOR LANE MARKER OPENING TO OCCUR AT VERIFY WATER EDGE CT -46 TYP. ° FULL TILE, TYR PER ARCH. CT413 CT -46 E CT -4B TYP. PER ARCH. TRIM PROFILES AND PLANS VERIFY WITH POOL GROUT LINE AT TILE DETAIL E 0 2" 4" 8" TRANSITION TO OCCUR ON SCALE: 3"=1'-0" 3 X 24 W/ CONSULTANT AND TOP OF OPENING, TYP. CTB ARCH DWGS. 'A' GUTTER AND WATERLINE CT -46 TYP. TILE AT POOL WATERLINE AND STEPS B6 B8 CT -3C C~O 0 EXTEND MOSAIC TILE G-1 - - OVER TOP AXONOMETRIC A 1" BULLNOSE TOP @ N.T.S. CT -13 EDGES OF CURB Z ` 0 > PROVIDE 115 COURSE OF MOSAIC TILE CT -3C TO FILL CURB HEIGHT, TP -1 SCHLUTER TRIM ° BOTH SIDES OF CURB �— PROFILE. INSTALL W/ CT -3C / Z d THIN EDGE FACING END OF WING WALL, TYP. G-1 •° 1"11" MOSAIC TILE CURB TP -2 ' BASE CT -413 I G-2 CT -15 ' CT -13 BULLNOSE AT TOP OF CURB G-1 AT CURB CT -3C DETAIL B SCALE: 1 1/2"=1'-0" 0 4" 8" 16" FLOOR TILE AS t 6" 6 TILES SCHEDULED SEE ARCH. PLANS DETAIL IF s 14. NOTE: ALL MOSAIC AT SHOWER SCALE: 3"=1'-0" CURB, HORIZONTAL AND VERTICAL, 0 2" 4" 8" TO BE ABRASIVE r%DCAIIAIf_\ GCV(1AIn G=-nA/C=AI An I CHOWER STALLS, 3N AT FULL TILE. LS, w CO! LS, ;1 o_ SPA EDGE PLASTER SI 6 0 7 ° 8 cn LU W 0 J 0 F= w J Uj U_ ~ 2 I — - 9 0 10 ° 11 12 ELEVATION 'B' FlIfAlift'nMteRl 11Nmt m4 � POOL o•1RM a t1a A� 1i a19I roRort pa�1 is MR11WgN omm smre 10 R•w t/4.1iR W t54• IR1110 = til- WRXM a1-RFls w emm u on MW 5 M0E W 1aAw ® on •aux® 00111111E 5^ s toCT-31 a Z sm w� POOL DEPTH MARKER TILE. WHERE OCCURS. RE: POOL DRAWINGS FOR LOCATIONS 2 AF -1 B CT -2 SUBSTRATE PER ARCH. DWGS. u ar wta s voa�� CT -2 WITHIN EDGE / INSTALL W/ THIN EDGE a CT -7 FACING CORRIDOR, TYP. MW tlrt-1�IRURIM 111111 a w OPEN R01w1I v u tRSR11ua1gR ... 1. 'B' - DETAIL @ BULLNOSE , . ITER CUT TILE AND TP -1 TP -1 \ TRIM PROFILE AT - VA �� CONFIRM THICKNESS CORNER II " — — — — — — IMTH ROM COWWTOR CT 32 If @W—*4 ACE 0111011E 2A 312 SIIUCRR11111MOS TP -1 OF WING WALL, TYP. OF WING WALL, TYP. ��IIOR111MIFf oIMIRE MUM tlllt WAL W VIA CT -8 AT END WALL FACING ROOM, TYP. B I 1R71� 1. 0161.0111 tM1M AM 10 it W fla OR OMMK of 111E MIo ROII11■Ir MM 110111 o•6M TILE AT CORRIDOR OPENING L a16e1ws 6 sN 001111 W •t® M At K TM UK 11oA1M•o1 F1ot10ED 1r t11lu1tt01u•aR FOR GENERAL COLOR STAINLESS STEEL RECESSED 0006111E A L "K M611011f M 161 W IRF o•11flE 1115 / � �, Q NU A4 REFERENCE ONLY. WALL ANCHOR FOR LANE MARKER 4. o"Aam•cm >II w AL lu 11m�I1cls. Au 111: •MIL 11AF A CIllIG BI11RSIIlag1 Ai4BpIRE "m1"nex a 00 v10A11 Aft. a" VERIFY WATER EDGE LINES. RE: POOL DRAWINGS av a• tlalll PER ARCH. AND GUTTER CAP TILE PLANS TILE COLOR BREAK, TRIM PROFILES AND SECTION 'A' 2 VERIFY WITH POOL COLOR WITH POOL 0 2" 4" 8" CONSULTANT 3 X 24 W/ CONSULTANT AND CTB ARCH DWGS. 'A' GUTTER AND WATERLINE TILE AT SPA WATERLINE TILE AT POOL WATERLINE AND STEPS B6 B8 LL',. 3/4" MARINE GRADE PLYWOOD BACKER, PAINTED BLACK F -0 - EQ. EQ. EQ. EQ. EQ. M — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — g 6 BOBRICK B2116 TOWEL SS HOOKS, TYP. 5 3/4" 2" MOUNTING AND ASSEMBLY 2 HARDWARE TO BE' MARINE GRADE' PROVIDED BY AND INSTALLED BY MILLWORKER F.F. TOWEL HOOK DETAIL - BY MILLWORKER SCALE: 1-1/2" = V-0" SCALE: 1-1/2' =1'-0" 0 4" 8" 16" ��5 SCALE: 1"= V-0" ►' ��Illlllllllll��i ��II IIII II I,'.•. III'J1111111111�''4���� ►�,_ II IIII IIII I��`4�i!i!i �X.. � IIIIiII'IIIIIII�,c�4���.���4 ' �����'. �' I I I I I I I I I I I I?s��i�i�i�i�i �. •- • • - �i�i�i`. it IIII II,°��s�i�i�i�i� •���. III •�����♦ 24i�i�i�i� • • • 1 I SHOWER HEAD, SHOWER HEAD, AXONOMETRIC MIXER CENTERED MIXER CENTERED A ON GROUT LINE ON GROUT LINE I I CT -9 TRIM SCHLUTER/ PROFILE. INSTALL \ SCHLUTER TRIM PROFILE. WITHIN EDGE / INSTALL W/ THIN EDGE j FACING CORRIDOR, TYP. TP -1 � TP -1 OPEN 'B' - DETAIL @ BULLNOSE / ITER CUT TILE AND TP -1 TP -1 \ TRIM PROFILE AT SCHLUTER TRIM SCHLUTER TRIM CORNER PROFILE. INSTALL W/ PROFILE. INSTALL W/ I I THIN EDGE FACING END THIN EDGE FACING END I TP -1 OF WING WALL, TYP. OF WING WALL, TYP. / W/ THIN EDGE / AT END WALL FACING ROOM, TYP. B CT -4B 'C' - DETAIL @ MOSAIC BASE TILE AT CORRIDOR OPENING CT -46 SCALE: 3/4"= 1'-0" U.N.O. 0 / 'A' — AXON. @ HEADER PER ARCH. PLANS / -- DETAIL G J SCALE: 3"=1'-0" PER ARCH / 0 2" 4" 8" DWGS \ 3 X 24 W/ CTB BULLNOSE ►' ��Illlllllllll��i ��II IIII II I,'.•. III'J1111111111�''4���� ►�,_ II IIII IIII I��`4�i!i!i �X.. � IIIIiII'IIIIIII�,c�4���.���4 ' �����'. �' I I I I I I I I I I I I?s��i�i�i�i�i �. •- • • - �i�i�i`. it IIII II,°��s�i�i�i�i� •���. III •�����♦ 24i�i�i�i� • • • 1 I SHOWER HEAD, SHOWER HEAD, AXONOMETRIC MIXER CENTERED MIXER CENTERED A ON GROUT LINE ON GROUT LINE I I a � i B4 4. ID -5.2 DRAIN CENTERED ON AXONOMETRIC VillLIUn1, 11r SHOWER PAN SECTION / ELEVATION 'D' TYPICAL SHOWER TILE DETAILS SCALE: 1/2"= V-0" U.N.O. 0 1' 2' 4' 1 0 2 NOTE: SEE SHEET ID -6.1 FOR SCHEDULE OF TILE, SETTING MATERIAL AND TRIM PROFILES 1) USE G-2 FOR WET AREA WALLS AND CEILING. 3/16" GROUT JOINT TYPICAL AT WALL TILES. 2) THIS DETAIL IS FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHT AND CONFIGURATION OF ALL FIXTURES. 0 I 3 0 4. DRAIN CENTERED ON SHOWER PAN I CT -9 TRIM SCHLUTER/ PROFILE. INSTALL \ SCHLUTER TRIM PROFILE. WITHIN EDGE / INSTALL W/ THIN EDGE j FACING CORRIDOR, TYP. TP -1 � TP -1 OPEN 'B' - DETAIL @ BULLNOSE OPtN / PER ARCH —17" MOSAIC BASE DWGS \ / CT -4B IBULLNOSE TILE ABOVE I START FULL TILE SCHLUTER TRIM PROFILE. INSTALL \ SCHLUTER TRIM PROFILE. W/ THIN EDGE / AT END WALL FACING ROOM, TYP. FACING CORRIDOR, TYP. TP -1 'C' - DETAIL @ MOSAIC BASE TILE AT CORRIDOR OPENING D9 SCALE: 3/4"= 1'-0" U.N.O. 0 1/2' 1' 2' ; OPENLU J � CT -4B CT -413 > / \\`` LL C~O 0 0 0 Z ` 0 > w / Z d TP -2 I! / a � i B4 4. ID -5.2 DRAIN CENTERED ON AXONOMETRIC VillLIUn1, 11r SHOWER PAN SECTION / ELEVATION 'D' TYPICAL SHOWER TILE DETAILS SCALE: 1/2"= V-0" U.N.O. 0 1' 2' 4' 1 0 2 NOTE: SEE SHEET ID -6.1 FOR SCHEDULE OF TILE, SETTING MATERIAL AND TRIM PROFILES 1) USE G-2 FOR WET AREA WALLS AND CEILING. 3/16" GROUT JOINT TYPICAL AT WALL TILES. 2) THIS DETAIL IS FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHT AND CONFIGURATION OF ALL FIXTURES. 0 I 3 0 4. DRAIN CENTERED ON SHOWER PAN I CT -9 TRIM SCHLUTER/ PROFILE. INSTALL \ SCHLUTER TRIM PROFILE. WITHIN EDGE / INSTALL W/ THIN EDGE FACING ROOM, TYP. FACING CORRIDOR, TYP. TP -1 � TP -1 SHEET TITLE: DETAILS 'B' - DETAIL @ BULLNOSE / PER ARCH —17" MOSAIC BASE DWGS \ CUT TO ALIGN W/ CT -4B IBULLNOSE TILE ABOVE I CT -4B SCHLUTER TRIM PROFILE. INSTALL \ SCHLUTER TRIM PROFILE. W/ THIN EDGE / INSTALL W/ THIN EDGE FACING ROOM, TYP. FACING CORRIDOR, TYP. TP -1 'C' - DETAIL @ MOSAIC BASE TILE AT CORRIDOR OPENING D9 SCALE: 3/4"= 1'-0" U.N.O. 0 1/2' 1' 2' ROUND DRAINS, PREFERRED BY LAF B4 COVE, CENTERED ON iD-5.2 NP SHOWER PAN SEE ARCH. PLANS FOR DIM. TP -3 INSIDE CORNER, TYP. i I I COVE PROFILE, TYP. 0 ' I LAF1 D I U li i w ` I LU CT 3C I CURB TOPLj I CT -13 BULLNOSE CURB EDGE F9 FLOOR TILE PATTERN @ SHOWER STALLS SCALE: 314" =1'-0"0 112' 1 2' 5 6 7 o g o 9 0 1n 0 1/2' 1' 2' AXONOMETRIC 1D1 1 SHOWER HEAD, MIXER CENTERED ON GROUT LINE SEE ARCH. PLANS FOR DIM. NOTE: SEE ARCH. DWGS FOR LAYOUT OF ACCESSIBLE STALLS EDGE PROFILE, I TYP. N W/ TOP IC BASE 17" MOSAIC F-3 SHT. ID -6.1 4 W/ LE ABOVE ,OVE PROFILE OUTSIDE CORNER .OVE PROFILE )R FLOOR TILE YOUT TP -3 INSIDE CORNER, TYP. COVE PROFILE, TYP. TP -2 LAF1-D SEE ID -6.2 FOR FLOOR TILE PATTERN LAYOUT CT -3C OUTSIDE CORNERS U.N.O. TP -4 CT -3C @ TRANSITION SEE ID -6.2 FOR FLOOR TILE PATTERN LAYOUT NOTE: SEE SHEET ID -6.1 FOR SCHEDULE OF TILE, GROUT AND TRIM PROFILES 1) USE G-1 FOR FLOORS, U.N.O. 2) THIS DETAIL IS FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHT AND CONFIGURATION OF ALL FIXTURES. BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 2 01-08-18 MISC COORD. Schroeder Architects ARCHITECTURE Il: INTERIORS ii URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA© 2017 <Wee, - Ai ��• }k, SC" _ T 9 \ Y 1 , R 16 p . h - A N CT DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: DETAILS SHEET NUMBER: ID�5m2 0 1 0 2 0 3 0 4 0 5 0 R 0 7 n a A 8 0 C D 0 E F 0 LAF 1-C TYP. AT LOCKER BAYS LAF 1-C TYP. AT LOCKER BAYS LAF 1-A LAF 1-B ALTERNATE LAF 1-C TYP. AT TOILET AREAS LAF 1-D TYP. AT SHOWER PANS LAF 1-B TYP. AT FIELD LAF 1-D TYP. AT SHOWER PANS " N 24" 0 0 1n ., 19 14n D311 BLACK N D161 URBAN PUTTY D109 ARCH. GRAY D317 BISCUIT 24" LAF1-C D317 BISCUIT D161 URBAN PUTTY D109 ARCH. GRAY D311 BLACK TILE KEYNOTES: NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY SHEET, 24" Ilk- � Ilk24" OR ON EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. CT -3A BISCUIT T1 ADD ROWS OF MOSAIC TILE AS SPECIFIED TO CREATE A CT -3B D109 ARCH. GRAY TRANSITION TO FIT DEPTH OF OPENING CT -3D URBAN PUTTY T2 RUN 12"X24" PANELS IN 24" DIRECTION AS SHOWN. N N CT 3D D161 URBAN PUTTY CT -3B ARCH. GRAY T3 SLOPE CEMENTITIOUS MORTAR 1/4"PER FT. MAX AS REQUIRED AT TRANSITION BETWEEN TILE MATERIAL OF DIFFERENT THICKNESS. . I . . . I I . 5// +T . ' . � .1 . . . I , . ! -i i 4 �$! i . f I " 1! t , RUN (2)12"X24" ALTERNATING LAF 1-A AND LAF 1 B PANELS IN DIRECTION CT -3A I BISCUIT T4 AS SHOWN. CENTER BLACK STRIPES AS INDICATED ON PLAN. 1. � - I .1 . iifl� I. �! ''.1 ". . 95 . .A ... /' , : ,,, i � DETAIL'A' TYPICAL PATTERN LAYOUT AT LOCKER ROOMS C7 CUSTOM�������� RN PANELS SCALE:1-112" =1'- 8" 16" � ", ; .... I ............. :.�i — -------I , - ', a f�a:r 11 ;o EA Fur q„l 1 �X, SII ..--- n ..,,. , - v n_b -�, ' ... ...... ..... 7...- -. ... .- _. .. E- ... � i ,....... " .. ` ,.i 6 -. _ a LAF;' "' .:... .....E .,�++ -r: •-,�-r r+: . ;...:...:... ... ;t , . ' -. .f ^ 11 , I . I... r...S > t - T. ...I ..(... n . v41 1 4 i 1; - - h-- t r.:. i 1 }[� f i Cr, t ' ..p i r b ei �. / Ft'. y a w.. I. �• '�J ii ::l r ,. w; ... :rte v . -- .--' i :< .: ..... _ I t : •- E i i< 3: E: i : E E i! i....J....i---i.-_i-...:---.i-...I....«---f...'..-(.. !"we!:: °f: :Fct''+rr, n�ai Tn----'----"---..--1....:....l----J--..«...«-..«--. ( 3 r..-,. _. __ ,_. , :_ r r.. .,.......gra:--r::.?:. r-�::xa: u: - raraz:.:a:-u.• a,-...'.._:._(... ..... ...T... `..a.. ..{. 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(--- �.,; 2.5 .7.5 (N) 3 3.7 (N) 4 4.4 5 5.3 (N) 5.7 5.7.8(N) 5.8 6 6.3 (N) 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 1 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 G I I I I I I I I I I I I I I 1 I I I I I B I I I I I I I i E C: I I U.R.R. 7 I I f I B-CFM/FT (TYP.12) (N) i I I I t I I I I I I I I I I I i I I I 1 I I N I I I I I I I I I I I I I I I I I I I f I I I I I 61 (N) I '+, ztsxl -- - - -- II 'I'/833 L—------� I------I—� $ X10 �— —I ----- �J -- I -- -- A.6 (M -- �- I =TTT=- - --1-----� --- ---- ---- -- -- -- -- -- o A.4 (N) - - - -� - - - - - - - - -- - I - - - - - — - - - - - - - - _ _ - _ _ _I _ _ _ -� - _ "WET AREA*- - SPEC & NOTES -_FO REQUIREMEN - - - - 11 ALL DUCTWORK N THIS AREA TO BE ALUMINUM. I II I I I I I I I 1 1 I I I I I I I I II 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 2.8 2.9 (N) 3.4.1 (N) 3.4.7 (N) 3.8 (N) 4.8 (N) (N) 4 5.4 (N) (N)4 6.2 (N) 6.7 (N) MECHANICAL FLOOR PLAN 3/32"=1'-0" CoQ' CONTRACTOR SHALL COORDINATE ALL DUCTWORK SIZES AND ROUTING WITH STRUCTURE AND OTHER DISCIPLINES PRIOR TO PURCHASING, CONSTRUCTING, OR INSTALLING ANY DUCTWORK. CONTRACTOR SHALL PROVIDE DUCTWORK SHOP DRAWINGS TO ENGINEER/ ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. ANY DUCTWORK SPECIFIED AS ALUMINUM AND INSTALLED AS GALVANIZED STEEL WILL BE RIPPED OUT AND REPLACED AT CONTRACTORS EXPENSE. ANY CHANGES MADE TO DUCTWORK AFTER COORDINATION WILL BE MADE AT CONTRACTOR'S EXPENSE. UNLESS SHOP DRAWINGS ARE SUBMITTED, CONTRACTOR ASSUMES ALL RESPONSIBILITY AND COST FOR ANY NECESSARY REWORK. GENERAL MECHANICAL NOTES: 1. ALL CONSTRUCTION TO BE ON BUILDING LINES. 2. SEE EMS SHEETS FOR LOCATIONS OF CONTROL DEVICES. 3. G.C. SHALL ENSURE THAT ALL LIGHTS, SPRINKLER HEADS, DIFFUSERS AND OTHER CEILING ITEMS, ARE CENTERED. IF THIS CONFLICTS WITH THE DRAWINGS, PLEASE NOTIFY THE ARCHITECT. 4. THERE SHALL BE NO MEP DEVICES LOCATED INSIDE GRAPHICS OR MIRRORS. REFER TO ID DRAWINGS. 5. ALL SUPPLY, RETURN AND EXHAUST DUCTWORK TO BE EXTERNALLY INSULATED. CONTRACTOR TO PROVIDE FIELD FABRICATED DUCTWORK SHEET METAL SLEEVE AROUND EXTERNAL INSULATION ON ALL EXPOSED DUCTWORK. ALL EXPOSED DUCTWORK TO BE PAINTED BLACK OR OTHER OWNER SPECIFIED COLOR. 6. ALL EXHAUST DUCTWORK TO BE RIGID. NO FLEX DUCT ALLOWED. 7. ALL DUCTWORK IN WET AREA TO BE RIGID. NO FLEX DUCT ALLOWED. & INSULATE ALL DIFFUSERS TO PREVENT CONDENSATION DRIP. 9. NO DUCTWORK OR DIFFUSER IN EXPOSED AREA TO BE WIDER THAN 46" IN ANY DIRECTION AS TO NOT CONFLICT WITH THE REQUIREMENTS OF NFPA 72. FIRE WALL LEGEND .. 1 HR. FIRE RATED WALLS CONTRACTOR NOTES: 1. ALL EXISTING MECHANICAL ROOF EQUIPMENT IS INSTALLED BY LAND LORD CONTRACTOR. CONTRACTOR IS TO REFERENCE ARCHITECTURAL SHEETS/ROOF PLANS FOR EXISTING EQUIPMENT ON ROOF. MECHANICAL NOTES BY SYMBOL "O" DWATER HEATER FLUES UP THROUGH ROOF. ROUTE AND SIZE PER MANUFACTURER'S RECONNENDATIONS. PROVIDE WEATHER CAP & BUG SCREEN. ENSURE MINIMUM 10' FROM ALL INTAKES. OPOOL & SPA HEATER INTAKES & FLUES TO BE NOVAFLEX Z -VENT DOUBLE WALL STAINLESS STEEL. DOMESTIC WATER HEATER FLUES TO BE PVC. DROUTE WATER HEATER INTAKES DOWN THROUGH ROOF. ENSURE MINIMUM 10' BETWEEN ALL INTAKES & ALL EXHAUST OR FLUE OPENINGS. PROVIDE WEATHER CAP & BUG SCREEN. DUNDERCUT DOOR BY 1/2-. OCONFIRM ALL MOUNTING HEIGHTS & LOCATION WITH ARCHITECT PRIOR TO CONSTRUCTION. PAINT ALL DIFFUSERS TO MATCH ADJACENT WALL. ONEW TYPE 'B' RETURN GRILLE IS TO BE CONNECTED TO EXISTING RTU RETURN DROP UTILIZING FULL SIZED THROAT. CONTRACTOR IS TO PROVIDE TRANSITION AS REQUIRED. 7O CONTRACTOR IS TO CONNECT TO EXISTING EF OR RTU DUCT DROP. EXISTING DUCT DROPS ARE INSTALLED BY LAND LORD CONTRACTOR. TENANT CONTRACTOR IS TO LOCATE ALL FINAL DUCT DROP LOCATIONS IN FIELD. OEXHAUST GRILLES TO BE MOUNTED IN WALL AT A MAXIMUM OF 12" ABOVE FINISHED FLOOR. PAINT GRILLES TO MATCH WALL. CONFIRM LOCATION WITH ARCHITECT. OCONTRACTOR TO CONFIRM DUCT SIZE AND COORDINATE ALL SOFFIT CLEARANCES PRIOR TO CONSTRUCTION. 10 CONTRACTOR IS TO CONNECT TYPE 'B' RETURN DIFFUSER UNDERNEATH DUCT DROP FROM BRH-1. GRILLES ARE TO REMAIN HIGH AND TIGHT TO BOTTOM OF DECK. CONTRACTOR IS TO PROVIDE COUNTER BALANCING ON DAMPER IN RELIEF HOOD FOR PROPER OPERATION. PAINT ALL DUCTWORK AND GRILLES TO MATCH DECK. 11 TYPE 'H' 12X12 SUPPLY GRILLE BALANCED TO 300 CFM. GRILLE IS TO SUPPLY INTO POOL EQUIPMENT ROOM. CONTRACTOR IS TO COORDINATE DUCTWORK ROUTING PRIOR TO CONSTRUCTION. 12 ALL OPEN CEILING SUPPLY PLENUMS AND RETURNS ARE PROVIDED BY LAND LORD CONTRACTOR. TENANT CONTRACTOR IS TO PAINT ALL EXPOSED DUCTWORK AND GRILLES TO MATCH DECK OR AS SPECIFIED BY ARCHITECT. 13 EXHAUST AND RETURN ARE TO BE ROUTED STACKED INSIDE SOFFIT. NEW 26X10 EXHAUST IS TO REMAIN HIGH AND TIGHT TO BOTTOM OF RETURN DUCTWORK. CONTRACTOR IS TO CONFIRM ALL DUCT CLEARANCES & INSULATION REQUIREMENTS WITH SOFFIT CLEARANCE PRIOR TO CONSTRICTION. 12 I w LO `a Z0 C4 Issue Date: IERSONAL TRAINING 107 z O CV 1 �y arn -i WB/KC KC TU w 0 N r to 4 v c � y 3� O c I I « 12 U.R.R. 7 I I f I B-CFM/FT (TYP.12) (N) i I I I t I I I I I I I I I I I i I I I 1 I I N I I I I I I I I I I I I I I I I I I I f I I I I I 61 (N) I '+, ztsxl -- - - -- II 'I'/833 L—------� I------I—� $ X10 �— —I ----- �J -- I -- -- A.6 (M -- �- I =TTT=- - --1-----� --- ---- ---- -- -- -- -- -- o A.4 (N) - - - -� - - - - - - - - -- - I - - - - - — - - - - - - - - _ _ - _ _ _I _ _ _ -� - _ "WET AREA*- - SPEC & NOTES -_FO REQUIREMEN - - - - 11 ALL DUCTWORK N THIS AREA TO BE ALUMINUM. I II I I I I I I I 1 1 I I I I I I I I II 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 2.8 2.9 (N) 3.4.1 (N) 3.4.7 (N) 3.8 (N) 4.8 (N) (N) 4 5.4 (N) (N)4 6.2 (N) 6.7 (N) MECHANICAL FLOOR PLAN 3/32"=1'-0" CoQ' CONTRACTOR SHALL COORDINATE ALL DUCTWORK SIZES AND ROUTING WITH STRUCTURE AND OTHER DISCIPLINES PRIOR TO PURCHASING, CONSTRUCTING, OR INSTALLING ANY DUCTWORK. CONTRACTOR SHALL PROVIDE DUCTWORK SHOP DRAWINGS TO ENGINEER/ ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. ANY DUCTWORK SPECIFIED AS ALUMINUM AND INSTALLED AS GALVANIZED STEEL WILL BE RIPPED OUT AND REPLACED AT CONTRACTORS EXPENSE. ANY CHANGES MADE TO DUCTWORK AFTER COORDINATION WILL BE MADE AT CONTRACTOR'S EXPENSE. UNLESS SHOP DRAWINGS ARE SUBMITTED, CONTRACTOR ASSUMES ALL RESPONSIBILITY AND COST FOR ANY NECESSARY REWORK. GENERAL MECHANICAL NOTES: 1. ALL CONSTRUCTION TO BE ON BUILDING LINES. 2. SEE EMS SHEETS FOR LOCATIONS OF CONTROL DEVICES. 3. G.C. SHALL ENSURE THAT ALL LIGHTS, SPRINKLER HEADS, DIFFUSERS AND OTHER CEILING ITEMS, ARE CENTERED. IF THIS CONFLICTS WITH THE DRAWINGS, PLEASE NOTIFY THE ARCHITECT. 4. THERE SHALL BE NO MEP DEVICES LOCATED INSIDE GRAPHICS OR MIRRORS. REFER TO ID DRAWINGS. 5. ALL SUPPLY, RETURN AND EXHAUST DUCTWORK TO BE EXTERNALLY INSULATED. CONTRACTOR TO PROVIDE FIELD FABRICATED DUCTWORK SHEET METAL SLEEVE AROUND EXTERNAL INSULATION ON ALL EXPOSED DUCTWORK. ALL EXPOSED DUCTWORK TO BE PAINTED BLACK OR OTHER OWNER SPECIFIED COLOR. 6. ALL EXHAUST DUCTWORK TO BE RIGID. NO FLEX DUCT ALLOWED. 7. ALL DUCTWORK IN WET AREA TO BE RIGID. NO FLEX DUCT ALLOWED. & INSULATE ALL DIFFUSERS TO PREVENT CONDENSATION DRIP. 9. NO DUCTWORK OR DIFFUSER IN EXPOSED AREA TO BE WIDER THAN 46" IN ANY DIRECTION AS TO NOT CONFLICT WITH THE REQUIREMENTS OF NFPA 72. FIRE WALL LEGEND .. 1 HR. FIRE RATED WALLS CONTRACTOR NOTES: 1. ALL EXISTING MECHANICAL ROOF EQUIPMENT IS INSTALLED BY LAND LORD CONTRACTOR. CONTRACTOR IS TO REFERENCE ARCHITECTURAL SHEETS/ROOF PLANS FOR EXISTING EQUIPMENT ON ROOF. MECHANICAL NOTES BY SYMBOL "O" DWATER HEATER FLUES UP THROUGH ROOF. ROUTE AND SIZE PER MANUFACTURER'S RECONNENDATIONS. PROVIDE WEATHER CAP & BUG SCREEN. ENSURE MINIMUM 10' FROM ALL INTAKES. OPOOL & SPA HEATER INTAKES & FLUES TO BE NOVAFLEX Z -VENT DOUBLE WALL STAINLESS STEEL. DOMESTIC WATER HEATER FLUES TO BE PVC. DROUTE WATER HEATER INTAKES DOWN THROUGH ROOF. ENSURE MINIMUM 10' BETWEEN ALL INTAKES & ALL EXHAUST OR FLUE OPENINGS. PROVIDE WEATHER CAP & BUG SCREEN. DUNDERCUT DOOR BY 1/2-. OCONFIRM ALL MOUNTING HEIGHTS & LOCATION WITH ARCHITECT PRIOR TO CONSTRUCTION. PAINT ALL DIFFUSERS TO MATCH ADJACENT WALL. ONEW TYPE 'B' RETURN GRILLE IS TO BE CONNECTED TO EXISTING RTU RETURN DROP UTILIZING FULL SIZED THROAT. CONTRACTOR IS TO PROVIDE TRANSITION AS REQUIRED. 7O CONTRACTOR IS TO CONNECT TO EXISTING EF OR RTU DUCT DROP. EXISTING DUCT DROPS ARE INSTALLED BY LAND LORD CONTRACTOR. TENANT CONTRACTOR IS TO LOCATE ALL FINAL DUCT DROP LOCATIONS IN FIELD. OEXHAUST GRILLES TO BE MOUNTED IN WALL AT A MAXIMUM OF 12" ABOVE FINISHED FLOOR. PAINT GRILLES TO MATCH WALL. CONFIRM LOCATION WITH ARCHITECT. OCONTRACTOR TO CONFIRM DUCT SIZE AND COORDINATE ALL SOFFIT CLEARANCES PRIOR TO CONSTRUCTION. 10 CONTRACTOR IS TO CONNECT TYPE 'B' RETURN DIFFUSER UNDERNEATH DUCT DROP FROM BRH-1. GRILLES ARE TO REMAIN HIGH AND TIGHT TO BOTTOM OF DECK. CONTRACTOR IS TO PROVIDE COUNTER BALANCING ON DAMPER IN RELIEF HOOD FOR PROPER OPERATION. PAINT ALL DUCTWORK AND GRILLES TO MATCH DECK. 11 TYPE 'H' 12X12 SUPPLY GRILLE BALANCED TO 300 CFM. GRILLE IS TO SUPPLY INTO POOL EQUIPMENT ROOM. CONTRACTOR IS TO COORDINATE DUCTWORK ROUTING PRIOR TO CONSTRUCTION. 12 ALL OPEN CEILING SUPPLY PLENUMS AND RETURNS ARE PROVIDED BY LAND LORD CONTRACTOR. TENANT CONTRACTOR IS TO PAINT ALL EXPOSED DUCTWORK AND GRILLES TO MATCH DECK OR AS SPECIFIED BY ARCHITECT. 13 EXHAUST AND RETURN ARE TO BE ROUTED STACKED INSIDE SOFFIT. NEW 26X10 EXHAUST IS TO REMAIN HIGH AND TIGHT TO BOTTOM OF RETURN DUCTWORK. CONTRACTOR IS TO CONFIRM ALL DUCT CLEARANCES & INSULATION REQUIREMENTS WITH SOFFIT CLEARANCE PRIOR TO CONSTRICTION. I*-Ico 0 0 0 0 CD a L0 o a U 3 y US o 04 ISI c z Sheet Name: MECHANICAL FLOOR PLAN w LO `a Z0 C4 Issue Date: 170264 z O CV M�2,00 Drawn By: arn -i WB/KC KC w 0 N r to m v c 3� O c .— « s Q C- �^ u W 000 L Q ,Y, 0 L w Iz z 0 N L Ix V) M w O O U O pIx O O Q U N I*-Ico 0 0 0 0 CD a L0 o a U 3 y US o 04 ISI c z Sheet Name: MECHANICAL FLOOR PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: M�2,00 Drawn By: Checked 8y: WB/KC KC INVERTER NOTES 'EM INV#3/2' DESIGNATION NOMENCLATURE: "EM" - FIXTURE CIRCUITED TO EMERGENCY BATTERY BACKUP "INV#3" - INVERTER NUMBER CIRCUITED TO "/2" - CIRCUIT ON THE INVERTER 'k,C9)1*41MEIA':1�31 O PROVIDE OLOCAL 0-10V DIMMING SWITCH. REFER O FIXTURES TYPE 'F20' SHALL BE MOUNTED ON TOP OF 13FOR E D.PROVIDE WATERTIGHT CONNECTOR OR & FLEX OE51 FOR DIMMING LOCKERS.BACK FCONDUIT TO 1/2" LIQUID TIGHT SCREW IN CONDUIT CONNECTOR O2 RESTROOM EXHAUST FAN TO BE CONTROLLED BY g LIGHT FIXTURES TYPE 'F12'/'F12G' AT THIS LOCATION SHALL (ARLINGTON INDUSTRIES NMLT5-1 OR EQUAL) AND 1/2" WATER INDEPENDENT CEILING MOUNTED OCCUPANCY SENSOR. OCC O BE AT 120V AND CIRCUITED VIA J -BOX. TIGHT CONDUIT (AFC CABLE SYSTEM 202286744 OR EQUAL). SENSOR SHALL BE PROVIDED BY E.C. PROVIDE FLEX CONDUIT TO J -BOX IN ACCESSIBLE CEILING O UNDERWATER POOL/SPA LIGHTS TO BE PROVIDED AND SPACE IN POOL EQUIPMENT ROOM. 9 STALL ISOLITE EPC SERIES EMERGENCY LIGHTING TRANSFER FOR F10/F10D LIGHT FIXTURES ON INVERTER CONTRACTOR INSTALLED POOL CONTRACTOR. CIRCUITED ON PANEL 'LP', O INSTALL EPC-1D. REFER TO DETAIL 2/E5.1. DEVICES PROVIDED SHALL PROVIDE SEPARATE FEED. CIRCUITS 20,, 22,24,26,28. CONFIRM WITH POOL DRAWINGS. BY OWNER AS PART OF LIGHT FIXTURE PACKAGE. 14 DO NOT CIRCUIT LIGHTS IN THIS ROOM THROUGH LCP FOR PROVIDE (1) SINGLE -GANG J -BOX FOR FAN CONTROLLER. SAUNA LIGHTS SHALL BE CIRCUITED THROUGH LIGHTING 4 SAFETY REASONS. THERE IS A LADDER IN THE ROOM. 10 CIRCUIT ON LA -53. CONTROL PANEL, 'LCP' AND ONLY CONTROLLED BY LIGHTINGCONTROL PANEL, 'LCP'. O DO NOT 0.26D. CIRCUIT LIGHTS IN THIS ROOM THROUGH LCP, PER NEC 11LIGHT FIXTURES TYPE 'G.C.OTERMINATE CIRCUITAT F SHALL PURCHASED AND 15 EXISTING EXTERIOR LIGHTING 1INSTALLED BY VENDOR OOCCUPANCY SENSORS IN BASKETBALL SHALL BE PROVIDED RECEPTACLE. G.C. SHALL STORE LIGHT FIXTURES UNTIL BY OWNER AS PART OF EMS SYSTEM, INSTALLED BY THIS INSTALLATION. CONTRACTOR. OCCUPANCY SENSORS SHALL BE MOUNTED UP 12 PROVIDE J -BOX FOR (2) LOCAL 0-10V DIMMING SWITCHES. HIGH IN CORNER, ANGLED DOWNWARD. REFER TO E5.1 FOR DIMMING ZONE. 1.5 (N) 3 3.7 (N) 4 4.4 5 5.3 (N) 5.7 5.7.8(N) 5.8 6 6.3 (N) A. EXPOSED CONDUITS PROHIBITED UNLESS SPECIFICALLY APPROVED IN WRITING. B. ALL EMERGENCY BATTERIES SHALL BE CONNECTED UNSWITCHED FOR CONTINUOUS OPERATION. C. REFER TO DETAIL 2/E1.0 FOR LIGHT FIXTURE CIRCUITING DETAILS. D. EXTERIOR LIGHT LOCATIONS PER ARCHITECTURAL EXTERIOR ELEVATIONS. E. ALL RECEPTACLES, J -BOXES, ACCESS PANELS, ETC. SHALL BE LOCATED EITHER ABOVE OR BELOW THE LINE OF THE WALL BASE. ANY ITEMS LOCATED HALFWAY BETWEEN LINE WILL NOT BE ACCEPTED. F. G.C. SHALL ENSURE THAT ALL LIGHTS, SPRINKLER HEADS, DIFFUSERS AND OTHER CEILING ITEMS, ARE CENTERED. IF THIS CONFLICTS WITH THE DRAWINGS, PLEASE NOTIFY THE ARCHITECT. � it I I I I I II I I I I I I I 1 I I I I I I I I I I 2.7 2.8 2.9 FLOOR PLAN LIGHTING 3.4.1 (N) 3.4.1 (N) (N) 3.8 (N) 4.8 5.4 (N) (N> 4.9 (N) (N)4 3/32"=1'0" 6.2 (N) t (N) � f�(°J A.6 (N) A.4 (N) I II I I I I I II I I I I I I I I NORTH 6.2 (N) 6.7 (N) G. THERE SHALL BE NO MEP DEVICES LOCATED INSIDE GRAPHICSI OR MIRRORS. REFER TO ID DRAWINGS. H. SEE EMS DRAWINGS FOR LIGHTING CONTROL SCOPE. REFER TO SHEET E5.0 FOR LIGHTING CONTROL RELAY SCHEDULE. I. WATER HEATER ROOM, POOL EQUIPMENT ROOM, POOL STORAGE, FIRE RISER, & ELECTRICAL ROOM HAVE A 1 HOUR FIRE RATING. ALL PENETRATIONS SHALL MAINTAIN FIRE RATING PER SPECIFICATIONS. J. MC CABLE IS ALLOWED WITHIN 6FT OF RECEPTACLE OUTLETS AND AS 6FT LIGHTING WHIPS, EXCEPT IN WET AREAS. ALL CONDUIT SHALL BE RIGID IN WET AREAS. K. CONDUIT, J -BOXES, AND SUPPORTS IN WET AREAS (AS DEFINED BY ARCHITECTURAL) SHALL BE PVC/PLASTIC OR CORROSION RESISTANT TYPE. (GALVANIZED IS NOT ACCEPTABLE). L. ALL ELECTRICAL RUN SHALL BE IN CONDUIT, NO EXCEPTIONS. M. LOW VOLTAGE WIRING, DATA CABLE, ETC SHALL BE RUN TIGHT TO DECK IN EXPOSED AREAS. 0. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL MOUNTING DETAILS. P. ALL OCCUPANCY/VACANCY SENSORS ARE BY E.C. UNLESS NOTED OTHERWISE. Q. PROVIDE CONDUIT WITH PULL STRING ABOVE SOLID CEILING FROM REMOTE DRIVER TO LIGHT FIXTURE FOR LIGHT FIXTURE WHIPS. DRIVERS SHALL BE LOCATED IN ACCESSIBLE LOCATIONS (NOT ABOVE SOLID CEILINGS). R. 0-10V DIMMING CABLING SHALL BE PROVIDED BY THIS CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR CABLING BACK TO DIMMING CONTROL PANEL. S. BIG ASS FANS SHALL HAVE DEDICATED CONTROL WIRING TO EACH FAN. DO NOT DAISY CHAIN TOGETHER, PER MANUFACTURER. T. ALL EXPOSED DRIVERS IN THE OPEN AREAS ARE TO BE PAINTED TO MATCH STRUCTURE ABOVE. MANUFACTURER\U.L. LABELS ARE � TO BE PAINTED. U. EXIT SIGNS TYPE 'F2A' & 'F2DA' SHALL HAVE BATTERIES AND SHALL BE CONNECTED TO LOCAL CIRCUIT, UNSWITCHED, AHEAD OF ALL RELAYS. V. CONDUIT, J -BOXES, AND SUPPORTS IN WET AREAS SHALL BE PVC/PLASTIC OR CORROSION RESISTANT TYPE. (GALVANIZED IS NOT ACCEPTABLE). ALL CONDUIT IN WET AREAS SHALL BE RIGID. 3/4-C—UNDER SLAB. JYP. NORTH FURNITURE CASEWORK LIGHTING 3/32"=1'0" EXTERIOR CANOPY LIGHTING AND EXTERIOR EMERGENCY EGRESS LIGHTING IS EXISTING. CONDUIT AND FEEDERS FOR ALL EXTERIOR LIGHTING ARE EXISTING AND ARE TERMINATED AT LAF ELECTRICAL ROOM WITH 25FT FEEDER COIL. THIS CONTRACTOR SHALL EXTEND CONDUIT AND FEEDERS AS REQUIRED AND MAKE FINAL CONNECTIONS TO PANELS/INVERTERS. FEEDER COILS ARE MARKED WITH EQUIPMENT CIRCUIT, VOLTAGE, AND LOAD. -EXTERIOR EM LTG, INV#1/4, 277V,27W -EXTERIOR CANOPY LTG, HA -3, 277V,666W -EXTERIOR EM LTG, INV#1/1, 277V,59W Z W O Z N m +- U 7 N s00 U t` Q0 L w N z N O 00 s U W U U W Z�� N 0 N Z) M M c: '° h ¢' o0 3 ;° o c v� sLn Q W 00 M M 0 0 0 0 O O U_ r - E5 N F- N a 0 U_ 0 N f0 6 z Sheet Name: FLOOR PLAN LIGHTING Proj t. Issue Date: 170264 09-01-2017 Sheet No.: E�2,90 Drawn By: Checked By: WB/KC KC I I I I I I I I I FLOOR PLAN POWER 3/32"=1'-0" 1.5 T(N) 3 3.7 (N) 4 4.4 5 5.3 (N) 5.7 5.1.$(N) 5.8 6 I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I 6.3 (N) I 1 U.R.R. 106 FIRE RISER LB -18, 0-1 1 135 J J J I JTON REF ARCHFOR 7 REF ARCH FOR REF CH FOR 7 REF CH FOR ! SPE AKER LOCATION SPEAKER LOCATION SPEAKER I OCATION I SPE KER LOCATION LA -4,3 LA -43 O 19 _ < 2 N LB 54 I I I I I I I I I V I �. KIDS UB I CYCLING 10 142 V I I I I I I I I I I I I I I I I 1 1 I I B- 4 -- - -- -----�--- - �- --�-- - -- ---CjI-I- -- -- F 143 I + I AER1O3B7ICS I I FOR �DO J 15 LB-1 BASKETBALL CHIM 0�R CHIME CORR. ON LB -22 108 VEST. VEST. 110 124 LB -83 2 O 21 •4 J GFCI .6 LB -53 I 1 — I O 1 2 B 1 I J I i I I i WIFI 4 - — -- — -- — -- - -- — i I I I I ❑ + I I f 1 LB -55 I GFCI a -7n- 18 7 I HAC-38,40,42 1 30/20/3/WP 27 3#10,#10G,3/4"C 48OV,30,7.62KW 1H I -LB -38,4 30/2 :LEC. ;g 133 STO. 109 .4 M.L.R. 1o.. 1 9 tl 6 �b)F s A.V. _ _ 1 1 1 GM n 19 6 132q LB- GFCI - - - - - - - - LB�24 CARDIO J GF W.L.R. 5.0 5 I: N) (N) i 5T- 61 LB -51 SA I 1°1 A I - I ANCILLARYI 144 LA -45 I I I I I I I I I I I � I °I V o 2 0�1 LB -81 J ------ - _ W.T.R. LB -62 CIRC. 1 �� ° ° 128 L �35 M.T.R. 113 SAUNA 114 i1 127A � 1 t� LB -74 I 127 I -- - -- -- -- -- Ll I STD. LB -7 ° ---- --- --- --- ° °i W.S.R. 115AI: I GFCII I I I I I •4 I SR0O. 129 I ° I °1 278 ---- --- --- --- O1 LB -17 HOME RUN CARDI ° ° ° ° ° ° WIFl 3 I VEST. V T. STO PERSONAL EQUIPMENT CIRCUIT AS I 116° °130 123 d I + AT CARDIO CURBS: ALL INDICATED BACK 0 TRAINING ° REgEPTACLES TO BE LABELED 107 PANEL 'LA'. ROUTE TO 2 M.S.R. RINSE WITH CIRCUIT NUMBERS NEAREST FULL HEIGHT ° 115 i ° 0 LB -24 lHOWER 11 WALL, THEN OVERHEAD LP -911 13 IN TALL PER 122 y X x c2= &x TO PANEL. I I 30110/3/4X LB -16 7 16 _680.22 -- --- - LB -- ° 20 12 - - - 20 12 C RDINATE ,§, LOCATION II I 1 17 19 21 23 25 7 o a� u COO Li tOC S__am - jffI ® I 2 12 - - - - - - - - - - - POOL & I SPA 2 9 ® PUMP SFHUBT�;' CONTRACTOR TO COMPLY 00 I, I BUTTON I WITH NEC ARTICLE 680, FOR WIFl 2 7 7 1 7 7 9 9 9 9 ° ! I I! ! ALL POOL/SPA CIRCUIT 139 20 12 I INSTALLATION GROUNDING -26 ! POOL SPA NOT IN PERMIT VP(EMS4 ; / 6 'LP' I I l i I SCOPE. BY SEPARATE PERMIT, BELOW DEFERRED SUBMITTAL. FREE 4 0 B- ON L -2 1 , d WEIGHTS3 SINST LL R 1 +2,4 6,8 10,12 14,16 18,20 P) 138 5 5 5 ° OVE ----- --5 NEC 580.1., 80.4 I 26 _ 20 12 - 20 12 :AB -4 ' POOL 9 AND SPA l H 7i 22,24 26,28 a i! 118 jjj�S 1 3 3 TYP.6 ! I ! 20 1 12 - 20 12 ---- FOR EXT. SPEAKER 9 i ! VOLU E CONTRO Q -6 I! 38,4b 42,44 46,48 50,52 J -54 2 WIFI 1 SALES 5 ------------------- ---7--- 102 -191 I 20 12 ° P. ! h orp Ono OnoCrIoOnok 101 9 g 26 I . 1 1 3 3 3 LB-21 �- - -- -- -- -- -- -- - - - - -- -- -- - - -- -- -- - +I + 201 12 � LB -31 p ON LB -14 23 25 ------------ ------ --------- ------- B.2 (N) ON LI -22 A25 1 — — � — i = — _ _ — � I _ — — -- -- — — — — 1 B I Wp II1 [ / I I <24 1_B-337�t 4I -- -- -- A.6 — — — — — '11 L— �-- — — — ——' I-- — I --I I 1 11 1 1 L— � -- (N) _�t t EXISTI G J -BO AND CONDUI A.4 (M TO AC SIBLE GEICIN -SRA9. — — — — — — — — — - --- �- - --1- �---FORPYM-- -�-- i------------------ --� I -- -- -- - - -- -- �A�IOOU BDr; SPEAKER. EXTE D CONDUIT W% -- + PULL STRING AS INDICATED 1 1 II I I I I 1 11 I I 1 I I i I I i I I I I ! I I I I I 1 I I 2.8 2.9 (N) 3.4.1(N) 3.4.1(N) 3.8 (N) 4.8 (N) (N) 4 5.4 (N) (N)4 6.2 (N) 6.7 (N) NOTES THIS SHEET OCIRCUIT RECEPTACLES BEHIND DRINKING FOUNTAINS PER DETAIL 5/E5.0 SO THAT THOSE RECEPTACLES ARE GFCI PROTECTED. OPROVIDE RECEPTACLE AND J -BOX FOR TV POWER AND DATA CABLE. CONFIRM FINAL LOCATION PRIOR TO ROUGH -IN. DEVICES SHALL BE CONCEALED. OPROVIDE (1) LEVITON T5825 20A DUPLEX DECORA & (1) LEVITON 5830 20A OUTLET W/USB CHARGING DECORA. OROUTE CONDUIT UNDER SLAB TO NEAREST FULL HEIGHT WALL. 4 COORDINATE STUB UP LOCATION PRIOR TO ROUGH IN. OTOUCH SCREEN CONTROL/OVERRIDE PANEL. COORDINATE WITH EMS CONTRACTOR & ARCHITECT. OELECTRICAL CONTRACTOR SHALL PROVIDE PANEL 'LP' AND CIRCUIT BREAKERS AS INDICATED ON PLANS. POOL EQUIPMENT IS PROVIDED AND CIRCUITED BY POOL EQUIPMENT CONTRACTOR. ALL WIRING AND CONDUIT FROM PANEL LP TO POOL EQUIPMENT IS THE RESPONSIBILITY OF THE POOL SUB CONTRACTOR. ALL WIRING AND CONDUIT FROM PANEL LP TO OTHER EQUIPMENT IS BY THIS CONTRACTOR. 7 (2)1" CONDUITS TO ACCESSIBLE CEILING SPACE WITH PULL STRING FOR COMMUNICATION. Og A/V OUTLETS AND RECEPTACLES TO BE 10' TO LEFT OF CENTER (WHEN FACING EQUIPMENT) AND GROUPED TIGHTLY TOGETHER. REF ARCH DRAWINGS FOR MOUNTING HEIGHT. OCOORDINATE INSTALLATION OF STUB UP LOCATIONS, WIRING, AND COMMUNICATION DEVICES WITH MILLWORK CONTRACTOR. REFER TO ID DRAWINGS FOR POWER AND DATA LOCATIONS. 10 LOCATE WITHIN ENCLOSURE. REF I.D. DRAWINGS. 11 DUPLEX RECEPTACLE MOUNTED WITHIN CABINET FOR MAGNETIC LOCK POWER SUPPLY. J -BOX MOUNTED WITHIN CABINET FOR FIRE ALARM WIRING AT POWER SUPPLY. i2 (1)2"C FOR POWER. PROVIDE DEDICATED NEUTRAL FOR EACH CIRCUIT. (1)2"C FOR COAX. PROVIDE 2#6,#6G FOR EACH CIRCUIT. 13 J -BOX HORIZONTALLY MOUNTED, WITH FLUSH MOUNT FACE PLATE FOR EMERGENCY PHONE. REF ID DRAWINGS FOR ADDITIONAL MOUNTING LOCATION. 14 RECESSED PVC J -BOX WITH COVER, UL LISTED FOR UNDERWATER LIGHTS, BY POOL CONTRACTOR. REF POOL DRAWINGS FOR ADDITIONAL REQUIREMENTS. OPROVIDE J -BOX FOR EXIT RELEASE BUTTON. MOUNT ABOVE 15 COUNTER. 16 PROVIDE 80 DECIBEL MINIMUM AUDIBLE ALARM NEAR SPA TO SOUND CONTINUOUSLY UNTIL DEACTIVATED TO ALERT POOL PATRONS AND OPERATORS OF A POTENTIAL PUBLIC HEALTH SITUATION OR THAT FILTRATION/TREATMENT SYSTEM MAY BE OFF. PROVIDE SIGNAGE STATING "ALARM INDICATES SPA PUMPS OFF. DO NOT USE SPA WHEN ALARM SOUNDS UNTIL ADVISED OTHERWISE." 17 PROVIDE (3) DUPLEX RECEPTACLES FOR RECIRC PUMPS AS SHOWN. COORDINATE LOCATION OF RECEPTACLES WITH PLUMBING CONTRACTOR. 18 GFCI DUPLEX RECEPTACLE FOR AUTO -FAUCET TRANSFORMERS. MOUNT BELOW COUNTER. SEE ARCHITECTURAL DETAIL FOR MOUNTING HEIGHTS. TYPICAL. A/V OUTLETS AND RECEPTACLES TO BE 3'-6" TO LEFT OF 19 CENTER (WHEN FACING EQUIPMENT) AND GROUPED TIGHTLY TOGETHER. REF ARCH DRAWINGS FOR MOUNTING HEIGHT. <8> 0 CURB BODY: 6"x6"xLENGTH SHOWN, EXTRUDED ALUMINUM TUBE, ANODIZED DARK BRONZE. LID AND END CAPS SHALL BE SOLID SURFACE MANUFACTURED BY LG, MODEL #G10 "BLACK VINYL". LID HINGE SHALL BE 3/4" (1-1/2" OPEN) CONTINUOUS PIANO HINGE, MOUNTED BY LENGTH OF LID SECTION (NO LID SHALL EXCEED 6'-0"). POWER ACCESS INSIDE CURB RACEWAY SHALL BE PROVIDED USING WIREMOLD 3000 SERIES CONTINUOUS STEEL SINGLE CHANNEL RACEWAY WITH DUPLEX OUTLETS LOCATED AS NOTED ON PLAN. RACEWAY CURBS SHALL BE AS CONSTRUCTED BY RANDAL RETAIL. LAF TO PURCHASE CURBS DIRECT FROM VENDOR, GC IS RESPONSIBLE TO RECEIVE, STORE, AND INSTALL CURBS. ALL ELECTRICAL CIRCUITS WITHIN POWER CURBS SHALL BE LABELED WITHIN THE POWER CURBS. 21 PROVIDE RECEPTACLE ON TOP OF LOCKER FOR GROOMING STATION LIGHT FIXTURE, FIXTURE PROVIDED WITH LOCKERS. CONDUIT SHALL DROP DOWN IN WALL AND RUN ACROSS TOP OF LOCKERS SO AS NOT TO BE VISIBLE. 22 NOT USED 23 3/4"C FOR POWER, 2"C FOR DATA, & 1"C FOR EMS CONTROL UNDER SLAB. COORDINATE LOCATION. 24 3/4"C FOR POWER & 2"C FOR DATA UNDER SLAB. COORDINATE LOCATION. 25 1-C WITH (2) PULL STRINGS FOR EXTERIOR SPEAKER CABLING. ROUTE 1"C FROM SPEAKER TO ABOVE WALL. ROUTE 1"C DOWN WALL UNDER SLAB TO RECEPTION DESK. CABLING SHALL ROUTE FROM SPEAKER TO VOLUME CONTROL THEN BACK TO A/V ROOM. 26 3/4"C FOR POWER & 1"C FOR DATA UNDER SLAB. COORDINATE LOCATION. 27 EXISTING BOOSTER PUMP AND DISCONNECT. CONDUIT AND FEEDERS FOR BOOSTER PUMP ARE EXISTING AND ARE TERMINATED AT LAF ELECTRICAL ROOM WITH 25FT FEEDER COIL. THIS CONTRACTOR SHALL EXTEND CONDUIT AND FEEDERS AS REQUIRED AND MAKE FINAL CONNECTIONS TO PANEL. THIS PLAN INDICATES EQUIPMENT CIRCUIT, FEEDERS. VOLTAGE. AND LOAD. NORTH GENERAL NOTES, A. EXPOSED CONDUITS PROHIBITED UNLESS SPECIFICALLY APPROVED IN WRITING. B. CONDUIT, J -BOXES, AND SUPPORTS IN WET AREAS SHALL BE PVC/PLASTIC OR CORROSION RESISTANT TYPE. (GALVANIZED IS NOT ACCEPTABLE) C. ALL RECEPTACLES, J -BOXES, ACCESS PANELS, ETC. SHALL BE LOCATED EITHER ABOVE OR BELOW THE LINE OF THE WALL BASE, ANY ITEMS LOCATED HALFWAY BETWEEN LINE WILL NOT BE ACCEPTED. D. G.C. SHALL ENSURE THAT ALL LIGHTS, SPRINKLER HEADS, FIRE ALARM DEVICES, DIFFUSERS, AND OTHER CEILING ITEMS ARE CENTERED. IF THIS CONFLICTS WITH THE DRAWINGS, NOTIFY THE ARCHITECT. E. THERE SHALL BE NO MEP DEVICES LOCATED INSIDE GRAPHIC OR MIRRORS. REFER TO ID DRAWINGS. F. REFER TO ID PACKAGE FOR OUTLET LOCATIONS IN MILLWORK. G. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COORDINATION AND ALL COSTS ASSOCIATED WITH UTILITY COORDINATION AND FEEDERS/CABLING, WHETHER SHOWN ON PLANS OR NOT. H. DRINKING FOUNTAIN POWER CONNECTIONS SHALL BE CONCEALED BY UNIT. COORDINATE WITH PLUMBING. 1. ALL CONDUIT IN WET AREAS (POOL, SHOWERS, RESTROOMS, POOL EQUIPMENT, POOL STORAGE, ETC.) TO BE HARD PIPED. J. COORDINATE LOCATION OF SPEAKERS IN AEROBICS AND CYCLING WITH ARCHITECT. K. ELECTRICAL ROOM HAS A 1 HOUR FIRE RATING. ALL PENETRATIONS SHALL MAINTAIN FIRE RATING PER SPECIFICATIONS. L. MC CABLE IS ALLOWED WITHIN 6FT OF RECEPTACLE OUTLETS AND AS 6FT LIGHTING WHIPS, EXCEPT IN WET AREAS AND OPEN CEILING AREAS. ALL CONDUIT SHALL BE RIGID IN WET AREAS AND OPEN CEILING AREAS. M. ALL A/V DEVICES SHALL BE WHITE AND CEILING MOUNTED UNLESS OTHERWISE NOTED. N. ALL ELECTRICAL RUNS SHALL BE IN CONDUIT, NO EXCEPTIONS. 0. ALL 125 -VOLT, SINGLE-PHASE, 15A AND 20A RECEPTACLES INSTALLED IN BATHROOMS, KITCHENS, ON ROOFTOPS, OUTDOORS, IN LOCKER ROOMS, AND WITHIN 6' OF SINKS, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION, PER NEC 210.8(8). P. FIRE ALARM SYSTEM SHALL BE FIRELITE OR SILENT KNIGHT TYPE ONLY. OCCUPANT NOTIFICATION SHALL BE PROVIDED IN ACCORDANCE WITH IFC SECTION 907.5.2.3 & 907.5.2.1.1. Q. CONDUIT, J -BOXES, AND SUPPORTS IN WET AREAS SHALL BE PVC/PLASTIC OR CORROSION RESISTANT TYPE. (GALVANIZED IS NOT ACCEPTABLE). ALL CONDUIT IN WET AREAS SHALL BE RIGID. R. ELECTRICAL NONMETALLIC TUBING IS NOT ALLOWED. S. WATER HEATER ROOM, POOL EQUIPMENT ROOM, POOL STORAGE, FIRE RISER ROOM, & ELECTRICAL ROOM HAVE A 1 HOUR FIRE RATING. ALL PENETRATIONS SHALL MAINTAIN FIRE RATING PER SPECIFICATIONS J � ��aWz QN�waVO� za�- m�=w0Z0D)z �W pap��� `�SWz�z¢aaLLI LU o= �Wwa2F=0W� x W W 0 W U W� O L w p Z W S =jE>>=�o0 0 W ILL co0 n ao w `o z Issue Date: 170264 z O N E�3*0 Drawn By: Checked By: WB/KC KC WW o N V , Q L O m j k_ U 3�� r o rO¢ s U N w 00 I M 0 W m (U z N~ O~ p L s LU V M o r U a O 0 0 o 0 C) Li N J � ��aWz QN�waVO� za�- m�=w0Z0D)z �W pap��� `�SWz�z¢aaLLI LU o= �Wwa2F=0W� x W W 0 W U W� O L w p Z W S =jE>>=�o0 0 W ILL co0 n ao Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�3*0 Drawn By: Checked By: WB/KC KC N N r dp N m 0 p o 0 -n U � o 0 o I� N Ilio � Z Sheet Name: FLOOR PLAN POWER Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�3*0 Drawn By: Checked By: WB/KC KC LCP1 Load Inverter 1 HA -41 ISOLITE E3MAC-2800-1P-1B-OB-C 5 -0(1) Area Served Inverter Circuit Area Served CKT# Area Served AER1 AER2 CYCLE1 CYCLE2 KIDS SIGN HA -19 Cycle Perimeter LTG 4 Exterior Ltg Main Entry 34 x HA -21 Cycle LTG 121 Total Load x HA -41 Inverter #1 Circuit 6 Cycle EM LTG Inverter 2 HA -42 ISOUTE E3MAC-2800-1P-16-013-C 4 Cycle x HA -11 Aerobics Perimeter LTG x 2 Individual Automatic Sensor Rooms 244 HA -13 Aerobics LTG 4 Aerobics x Total Load HA -42 Inverter #2 Circuit 4 Aerobics EM LTG x Kid's Klub Restroom Kid's Klub Restroom LA -47 Cycle Fans x Kid's Klub LA -49 Aerobics Fans x Electrical Room LB -42 Building Sign Pool Equipment Room x LB -44 Loo Sign w Ancillary Room 1 x HA -39 Kid's Klub LTG Aerobics x DCP Dimming Control Panel Electrical Room LCP2 O~ CKT# Area Served EMP MEM1 MEM2 EXT ANC HA -8 Pool LTG x U HA -10 Pool Down LTG x HA -6 Corridor LTG x W HA -18 Men's Locker/Shower LTG x O k) r HA -20 Women's Locker Shower LTG x N LB -23 Sauna LTG x HA -42 Inverter #2 Circuit 1 Locker/Corridors/Pool EM LTG x HA -41 Inverter #1 Circuit 2 Weigh tsCardio Circuit Reception EM LTG x U_ HA -41 Inverter #1 Circuit 3 Basketball EM LTG x HA -41 Inverter #1 Circuit 4 Exterior Main Entry EM LTG x LB -78 Furniture LTG V I x HA -17 Basketball LTG x HA -35 Exterior LTG x HA -1 Free Weights/Cardio/Circuit LTG x HA -3 Free Weigh tsCardio Circuit LTG x HA -28 Entry LTG x y HA -5 Free Weigh ts/CardioCircuit LTG x HA -7 Free Weights Cardio Circuit LTG x LB -47 Grooming Station LTG x HA -31 Perimeter Accent LTG x HA -42 jInverter #2 Circuit 3 Ancillary EM LTG x HA -23 Ancillary Room 1 x LB -54 TV's x LB -16 Recirc Pumps x LB -83 Locker Rm TV's x LB -81 Zoom TVs x o LCP3 CKT# Area Served EMP LP -20 Pool Underwater LTG x LP -22 Spa Underwater LTG x LIGHTING CONTROL PANELS NO SCALE FCP Relay Description Fan Count 1 Cardio 3 FAN CONTROL PANEL NO SCALE Label each tt�c-iu aevlce for wnicn area/room it serves. K_3� INVERTER SCHEDULE NO SCALE F 1/0 CU JUMPER PER NEC 810.15 5.7 ; 5,7,8' (N) r� THE LIGHTING CONTROL FEATURES OF THE SITE CONTROLS EMS ARE PRIMARILY DESIGNED TO SAVE ENERGY. ALTHOUGH NOT SPECIFICALLY DESIGNED TO MEET STATE OR MUNICIPAL LIGHTING CODES, SOME EMS FEATURES MAY BE REFERENCED TO SHOW COMPLIANCE FOR A GIVEN CODE REQUIREMENT. THE EMS IS DESIGNED AS A MASTER CONTROL FOR SPECIFIC LIGHTING ZONES. THE NUMBER OF LIGHTING CIRCUITS SHALL BE MINIMIZED TO REDUCE TOTAL COST TO LA FITNESS WHILE MEETING ALL APPLICABLE CODES AND LA FITNESS LIGHTING SPECIFICATIONS. TO MINIMIZE THE NUMBER OF CIRCUITS FOR EXAMPLE, MULTIPLE SWITCH LEGS ON THE SAME BRANCH CIRCUIT MAY BE REQUIRED BY LOCAL CODES BUT DO NOT NEED TO BE PULLED BACK TO THE LIGHTING CONTROL PANEL IF ALL SWITCH LEGS FOR THAT CIRCUIT ARE IN THE SAME LIGHTING ZONE AND LOCAL CODES REQUIRE A TRADITIONAL WALL SWITCH IN THE ROOM. EMS REQUIREMENTS TO MINIMIZE ENERGY USAGE ARE BASED ON THE FOLLOWING ZONE DESCRIPTIONS. IF ADDITIONAL CONTROLS ARE BEING CONSIDERED, THEY MUST E MUTUALLY COORDINATED WITH SITE CONTROLS PRIOR TO DRAWING RELEASE. LIGHTING ZONES: THE STANDARD LA FITNESS LIGHTING SYSTEM IS DIVIDED INTO 14 LIGHTING ZONES IF THESE EXIST. THE INTERIOR ZONES ARE CONTROLLED BY INDEPENDENT LIGHTING SCHEDULES. THE EXTERIOR ZONES ARE CONTROLLED BY SCHEDULES AND THE EXTERIOR LIGHT LEVEL. DAYLIGHT HARVEST ZONES ARE CONTROLLED BY SCHEDULES AND EITHER INTERIOR OR EXTERIOR LIGHT LEVEL. THE LIGHTING ZONES ARE AS FOLLOWS: 1. AEROBICS 1 2. AEROBICS 2 3. EMPLOYEES 4. EXTERIOR 5. KIDS CLUB 6. MEMBERS 1 7. MEMBERS 2 8. SPIN ROOM 1 9. SPIN ROOM 2 10. DAYLIGHT HARVEST 1 11. DAYLIGHT HARVEST 2 12. DAYLIGHT HARVEST 3 13. STUDIO 1 (PILATES) 14. STUDIO 2 (PILATES) MASTER OVERRIDES: A MASTER OVERRIDE PANEL LOCATED AT THE RECEPTION CONSOLE PERMITS THE OPERATOR LIMITED OVERRIDES ON SOME LIGHTING ZONES. ON/OFF CAPABILITY AND ASSIGNED ZONES ARE DESCRIBED BELOW. SOME OVERRIDES ALSO AFFECT THE ASSOCIATED HVACS NOT DESCRIBED HEREIN. THESE ZONES ARE: 1. AEROBICS (ON AND OFF FOR AEROBICS 1) 2. EMPLOYEES (ON) 3. EXTERIOR (ON FOR BOTH EXTERIOR LIGHTS, BUT ONLY WHEN EXTERIOR LIGHT LEVELS ARE BELOW 75 FOOT CANDLES) 4. KIDS CLUB (ON) 5. MEMBERS ON FOR MEMBERS 1) 6. SPIN ROOM (ON AND OFF FOR SPIN 1) 7. STUDIO (ON AND OFF FOR STUDIO 1) (PILATES) 8. FANS (ON AND OFF FOR ALL CEILING FANS) III. LOCAL OVERRIDES: AEROBICS, SPIN, AND STUDIO ROOMS (PILATES) HAVE 2 LOCAL OVERRIDE BUTTONS. THESE BUTTONS CONTROL ZONES 1 (DUPLICATED ON MASTER OVERRIDE FOR ON & OFF), AND 2 (ON & OFF). THESE LOCAL BUTTONS WILL IMMEDIATELY TURN LIGHTS ON/OFF WITH NO BUILT-IN DELAYS. DS IV. LIGHTING ZONE DESCRIPTION: 50C ) - 4 THE FOLLOWING DESCRIBES THE ZONING AND ASSOCIATED LIGHTING CIRCUITS: 1. EMPLOYEE: GROUND LCP HOT LOAD SIDE NEUTRAL u W LOAD u " 0 SIDE Q GFCI HOT � Q LINE SIDE 0 GENERAL RECEPT RECEPT BEHIND AICIITOAI DRINKING FOUNTAIN LINE SIDE FEED-THRU GFCI RECEPTACLE DETAIL NO SCALE i---WEATHERHEAD J TO DISH -CABLE BY OWNER 1Y2" GRC CONDUIT ARCHITECT APPROVED ROOF FLASHING ROOF MEMBRANE WELD CONDUIT TO ROOF STRUCTURAL STEEL 1-1/2" CONDUIT TO ELECTRICAL ROOM CATTVV CONTROL RACKS JUNCTION BOX BELOW ROOF NOTES THIS DETAIL ONOT USED OPROVIDE EPC -1D AT DIMMING PANEL. REFER TO D/1 ON EMS -5.1. ELECTRICAL & AN ROOM 3/8"=1'-0" PIPE PENETRATION FOR EXPOSED CHROME PIPE PIPE PENETRATION XPOSED AREA PACK TIGHT W/FIRE SAFING SCHEDULE 40 PIPE SLEEVE PROVIDE 1" MINIMUM CLEARANCE CK 3M -FIRE STOP OR EQUAL L US GYPSUM THERMA-FIBER AROUND ALL PIPES (TYPICAL) Iw FIRE RATED PENETRATION DETAIL NO SCALE Circuit Load Inverter 1 HA -41 ISOLITE E3MAC-2800-1P-1B-OB-C 5 -0(1) Area Served Inverter Circuit Area Served Inv 1 Exterior Ltg EM doors (normal) off) 114 2 Weights/Cardio/Circuit/Reception 1984 3 Basketball 295 4 Exterior Ltg Main Entry 34 5 Spare 0 6 Cycle 121 Total Load 2548 Note: Install EPC -1D device for each inverter circuit #2 - #4. Note: Install EPC -1D device at room for inverter circuit #6 & #7 as shown on plans. #1/6 Inverter 2 HA -42 ISOUTE E3MAC-2800-1P-16-013-C 4 Cycle Inverter Circuit Area Served Inv 1 Lockers/Corridors/Pool 1779 2 Individual Automatic Sensor Rooms 244 3 Ancillary Room 1 121 4 Aerobics 243 Total Load 2386 Note: Install EPC -11) device for inverter circuit #1. Note: Install EPC -1D device at each room for inverter circuit 2, 13, & #4 as shown on plans. « « Label each tt�c-iu aevlce for wnicn area/room it serves. K_3� INVERTER SCHEDULE NO SCALE F 1/0 CU JUMPER PER NEC 810.15 5.7 ; 5,7,8' (N) r� THE LIGHTING CONTROL FEATURES OF THE SITE CONTROLS EMS ARE PRIMARILY DESIGNED TO SAVE ENERGY. ALTHOUGH NOT SPECIFICALLY DESIGNED TO MEET STATE OR MUNICIPAL LIGHTING CODES, SOME EMS FEATURES MAY BE REFERENCED TO SHOW COMPLIANCE FOR A GIVEN CODE REQUIREMENT. THE EMS IS DESIGNED AS A MASTER CONTROL FOR SPECIFIC LIGHTING ZONES. THE NUMBER OF LIGHTING CIRCUITS SHALL BE MINIMIZED TO REDUCE TOTAL COST TO LA FITNESS WHILE MEETING ALL APPLICABLE CODES AND LA FITNESS LIGHTING SPECIFICATIONS. TO MINIMIZE THE NUMBER OF CIRCUITS FOR EXAMPLE, MULTIPLE SWITCH LEGS ON THE SAME BRANCH CIRCUIT MAY BE REQUIRED BY LOCAL CODES BUT DO NOT NEED TO BE PULLED BACK TO THE LIGHTING CONTROL PANEL IF ALL SWITCH LEGS FOR THAT CIRCUIT ARE IN THE SAME LIGHTING ZONE AND LOCAL CODES REQUIRE A TRADITIONAL WALL SWITCH IN THE ROOM. EMS REQUIREMENTS TO MINIMIZE ENERGY USAGE ARE BASED ON THE FOLLOWING ZONE DESCRIPTIONS. IF ADDITIONAL CONTROLS ARE BEING CONSIDERED, THEY MUST E MUTUALLY COORDINATED WITH SITE CONTROLS PRIOR TO DRAWING RELEASE. LIGHTING ZONES: THE STANDARD LA FITNESS LIGHTING SYSTEM IS DIVIDED INTO 14 LIGHTING ZONES IF THESE EXIST. THE INTERIOR ZONES ARE CONTROLLED BY INDEPENDENT LIGHTING SCHEDULES. THE EXTERIOR ZONES ARE CONTROLLED BY SCHEDULES AND THE EXTERIOR LIGHT LEVEL. DAYLIGHT HARVEST ZONES ARE CONTROLLED BY SCHEDULES AND EITHER INTERIOR OR EXTERIOR LIGHT LEVEL. THE LIGHTING ZONES ARE AS FOLLOWS: 1. AEROBICS 1 2. AEROBICS 2 3. EMPLOYEES 4. EXTERIOR 5. KIDS CLUB 6. MEMBERS 1 7. MEMBERS 2 8. SPIN ROOM 1 9. SPIN ROOM 2 10. DAYLIGHT HARVEST 1 11. DAYLIGHT HARVEST 2 12. DAYLIGHT HARVEST 3 13. STUDIO 1 (PILATES) 14. STUDIO 2 (PILATES) MASTER OVERRIDES: A MASTER OVERRIDE PANEL LOCATED AT THE RECEPTION CONSOLE PERMITS THE OPERATOR LIMITED OVERRIDES ON SOME LIGHTING ZONES. ON/OFF CAPABILITY AND ASSIGNED ZONES ARE DESCRIBED BELOW. SOME OVERRIDES ALSO AFFECT THE ASSOCIATED HVACS NOT DESCRIBED HEREIN. THESE ZONES ARE: 1. AEROBICS (ON AND OFF FOR AEROBICS 1) 2. EMPLOYEES (ON) 3. EXTERIOR (ON FOR BOTH EXTERIOR LIGHTS, BUT ONLY WHEN EXTERIOR LIGHT LEVELS ARE BELOW 75 FOOT CANDLES) 4. KIDS CLUB (ON) 5. MEMBERS ON FOR MEMBERS 1) 6. SPIN ROOM (ON AND OFF FOR SPIN 1) 7. STUDIO (ON AND OFF FOR STUDIO 1) (PILATES) 8. FANS (ON AND OFF FOR ALL CEILING FANS) III. LOCAL OVERRIDES: AEROBICS, SPIN, AND STUDIO ROOMS (PILATES) HAVE 2 LOCAL OVERRIDE BUTTONS. THESE BUTTONS CONTROL ZONES 1 (DUPLICATED ON MASTER OVERRIDE FOR ON & OFF), AND 2 (ON & OFF). THESE LOCAL BUTTONS WILL IMMEDIATELY TURN LIGHTS ON/OFF WITH NO BUILT-IN DELAYS. DS IV. LIGHTING ZONE DESCRIPTION: 50C ) - 4 THE FOLLOWING DESCRIBES THE ZONING AND ASSOCIATED LIGHTING CIRCUITS: 1. EMPLOYEE: GROUND LCP HOT LOAD SIDE NEUTRAL u W LOAD u " 0 SIDE Q GFCI HOT � Q LINE SIDE 0 GENERAL RECEPT RECEPT BEHIND AICIITOAI DRINKING FOUNTAIN LINE SIDE FEED-THRU GFCI RECEPTACLE DETAIL NO SCALE i---WEATHERHEAD J TO DISH -CABLE BY OWNER 1Y2" GRC CONDUIT ARCHITECT APPROVED ROOF FLASHING ROOF MEMBRANE WELD CONDUIT TO ROOF STRUCTURAL STEEL 1-1/2" CONDUIT TO ELECTRICAL ROOM CATTVV CONTROL RACKS JUNCTION BOX BELOW ROOF NOTES THIS DETAIL ONOT USED OPROVIDE EPC -1D AT DIMMING PANEL. REFER TO D/1 ON EMS -5.1. ELECTRICAL & AN ROOM 3/8"=1'-0" PIPE PENETRATION FOR EXPOSED CHROME PIPE PIPE PENETRATION XPOSED AREA PACK TIGHT W/FIRE SAFING SCHEDULE 40 PIPE SLEEVE PROVIDE 1" MINIMUM CLEARANCE CK 3M -FIRE STOP OR EQUAL L US GYPSUM THERMA-FIBER AROUND ALL PIPES (TYPICAL) Iw FIRE RATED PENETRATION DETAIL NO SCALE Circuit ao 0 Q Co o 0 LLJ LQ %0 Z OM� Area Served EPC -1D Device Location Inv #1/2 Sheet No.: Wei hts/Cardio Circuit/Reception Electrical Room Inv #1 3 Basketball Electrical Room Inv #1/4 Exterior Ltg Main Entry Electrical Room Inv #1/6 3 V ? Cycle Cycle Room Inv #2/1 Lockers Corridors Pool Electrical Room Inv #2/2 Unisex Restroom Unisex Restroom Inv #2/2 « « Kid's Klub Restroom Kid's Klub Restroom Inv #2/2 Kid's Klub Kid's Klub Inv #2/2 Electrical Room Electrical Room Inv #2/2 Pool Equipment Room Pool Equipment Room Inv #2/3 w Ancillary Room 1 Ancillary Room 1 Inv #2/4 Aerobics Aerobics DCP Dimming Control Panel Electrical Room trc;-ll) uevtces snap be mountea in an accessible location. Label each EPC -1D Device for which area/room it serves. -6 SATELLITE TV ROOF PENETRATION 8� E-5.0 NO SCALE E-5.0 EPC -1D SCHEDULE NO SCALE THIS ZONE IS SCHEDULED TO ENERGIZE WHEN EMPLOYEES ARRIVE FOR WORK. THE PURPOSE OF THIS ZONE IS TO PROVIDE JUST ENOUGH LIGHTING FOR EMPLOYEES TO PREPARE FOR CLUB OPENING AND ALLOW CLEANING CREWS TO PERFORM MOST OF THEIR TASKS. MINIMUM CIRCUITING FOR THIS ZONE: a. 50% OF LOCKER ROOM'S DRESSING AREAS AND 100% OF WET AREAS. b. POOL WALL MOUNTED UPLIGHTS. c. APPROXIMATELY 30% MAIN SPACE (INCLUDES MEZZANINE AND FREE WEIGHTS) LIGHTING, EVENLY DISTRIBUTED. ANY REQUIRED 24X7 "NIGHT LIGHTING FIXTURES" SHALL BE INCLUDED IN THE 30% CALCULATION; HOWEVER, THESE NIGHT LIGHT FIXTURES SHALL NOT BE CONTROLLED BY THE EMS SYSTEM. DO NOT INCLUDE ACCENT OR TRACK LIGHTING IN THE 30% CALCULATION. d. CAN LIGHTS IN AEROBICS, SPIN, OR STUDIO ROOMS (PILATES). e. 30% RACQUETBALL COURTS (THE FRONT ROW NEAR COURT ENTRANCE). f. 50% OF SALES g. 100% OF CORRIDOR, HALLWAY, STORAGE, CLOSET LIGHTING, PUBLIC AND KIDS CLUB RESTROOMS. h. BASKETBALL GYM CIRCUITS ARE ENERGIZED TO ALLOW DUAL LEVEL LIGHTING CONTROLLER TO BRING ON LIGHTS AT LOW LEVEL. AN OCCUPANCY SENSOR SHALL CAUSE THE LIGHTS TO GO TO FULL OUTPUT. THE DUAL LEVEL LIGHTING CONTROLLER AND OCCUPANCY SENSOR(S) FOR THIS ZONE ARE PROVIDED BY OTHERS. 2. MEMBERS 1: THIS ZONE IS SCHEDULED TO ENERGIZE WHEN THE CLUB OPENS. THIS ZONE BRINGS ON THE REMAINING MAIN AREA LIGHTING NOT UNDER LOCAL CONTROL. CIRCUITING FOR THIS ZONE: a. JUICE BAR, IF PRESENT b. REMAINING RACQUETBALL COURTS LIGHTING NOTE: OCCUPANCY SENSORS (AND ASSOCIATED POWER PACKS) ARE ALSO INSTALLED FOR THESE LIGHTS AND WILL OPERATE PER THE MEMBERS 1 SCHEDULE. c. REMAINING MAIN SPACE LIGHTING (INCLUDES MEZZANINE AND FREE WEIGHTS), EXCLUDING ACCENT LIGHTING. d. REMAINING LOCKER ROOM LIGHTING. e. REMAINING SALES LIGHTING. 3. MEMBERS 2: THIS ZONE IS SCHEDULED TO ENERGIZE WHEN THE CLUB OPENS. LIGHTING IN THIS CATEGORY IS NON-ESSENTIAL FOR CLUB OPERATION ANYTIME DURING OCCUPIED HOURS AND INCLUDES: a. ALL TRACK LIGHTS, ACCENT LIGHTS, WALL WASH LIGHTS 4. AEROBICS 1 & 2, SPIN 1 & 2, STUDIO (PILATES) 1 & 2: THESE ZONE ARE SCHEDULED TO ENERGIZE ON A PER EVENT BASIS. 2 LOCAL OVERRIDE BUTTONS IN EACH ZONE ALLOW THE OCCUPANT TO TURN ON 507. (EACH) OF THE OVERHEAD LIGHTING. CIRCUITING FOR THIS ZONE: a. CIRCUIT -1: 50% OF THE OVERHEAD LIGHTING, EVENLY DISTRIBUTED, EXCLUDES THE CAN LIGHTS IN THE EMPLOYEE GROUP. b. CIRCUIT -2: 50% OF THE OVERHEAD LIGHTING, EVENLY DISTRIBUTED, EXCLUDES THE CAN LIGHTS IN THE EMPLOYEE GROUP. 5. KID'S CLUB: THIS ZONE IS SCHEDULED TO ENERGIZE ON A PER EVENT BASIS. CIRCUITING FOR THIS ZONE: a. 100% OF KIDS CLUB LIGHTS. 6. EXTERIOR: THIS ZONE NOW INCLUDES BOTH SIGN AND SITE LIGHTING AND ENERGIZES/DE-ENERGIZES BASED ON TIME OF DAY SCHEDULES AND OUTSIDE LIGHT LEVELS. ALTHOUGH SWITCHED ON THE SAME EVENT, SITE AND SIGN LIGHTS ARE GROUPED ON SEPARATE CONTACTORS. CIRCUITING FOR THIS ZONE: a. ALL OUTSIDE SIGNS (SIGNS, OUTDOOR GRAPHICS BOXES). b. EXTERIOR SITE LIGHTING (WALL PACKS, PARKING LOT) LIGHTING. 7. DH1: a. RECEPTION DOWN LIGHTS (CONTROLLED USUALLY USING INDOOR LIGHT SENSOR (I1_1)). 8. DH2: a. DOWN LIGHTS IN POOL & SPA AREA (CONTROLLED USUALLY USING INDOOR LIGHT SENSOR (IL2)). 9. DH3: a. LIGHTS IN SKYLIGHTS (AS THEY OCCUR IN CLUBS) ARE CONTROLLED USUALLY USING THE OUTSIDE LIGHT SENSOR. V. SPECIAL CONSIDERATIONS: CONTACT SITE CONTROLS FOR OTHER LIGHTING CONTROLS THAT MAY BE NECESSARY TO SATISFY STATE OR LOCAL ENERGY CODES SUCH AS CALIFORNIA'S TITLE 24. OTHER CODE AND SPECIFICATIONS DICTATE EXIT AND SECURITY LIGHTING AND ARE NOT TO BE CONTROLLED BY THE EMS SYSTEM. SITE CONTROLS, LLC James F. Turner Engineers, 7004 BEE CAVE RD, BLDG 2, SUITE 200Consulting Engineers AUSTIN, TX 78746 /0,09. TE 512.306.9400 G 8340 Meadow Road ENGINEERING DEPARTMENT Dallas,60X 75231 CONTACT PERSON: tel. 214.750.2900 FL CoA # 31721 Job # RHAMILTON®SITECONTROLS.COM _ ... I _ ... I .. _ . _ I r` 0 Q 0 0 ao 0 Q Co o 0 LLJ LQ %0 Z OM� Proj #: Issue Date: z O N Sheet No.: E,,,,I,iii 5,8 0 0 M M WB/KC N m W 'ppr 4_j 3 V ? U 3 4 ~ ry, WQ r- -0 « « s Q N S U w ao L - M 0 L w N z N« O~ 0 s U U M a W U O k) r O N 0 %0 o r` 0 Q 0 0 ao 0 Q Co o 0 SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E,,,,I,iii 5,8 0 Drawn By: Checked By: WB/KC N m 0 .Q 0 a 0 8 U_ V y y rya z o Sheet Name: ELECTRICAL DETAILS & SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E,,,,I,iii 5,8 0 Drawn By: Checked By: WB/KC KC 1 E r-- ---- .GENERAL NOTES 1 • CONTRACTOR PROVIDE ALL CABLING, EQUIPMENT MOUNTING (PER DETAILS), RACEWAYS. CONTRACTOR PROVIDE ALL TERMINATIONS - BOTH FINAL AND TEMPORARY. 2. EMS MANUFACTURER TO PROVIDE SYSTEM PROGRAMMING ONLY. ALL OTHER WORK BY CONTRACTOR. 3. EMS CONTROLS SHALL BE GANGED TOGETHER IN ONE LOCATION, STRAIGHT, AND CENTERED IN AN ORDERLY FASHION. 7 (N) 3 3.7 (N) 4 4.4 15 5.3 (N) 5.7 51.8 N) 5.8 6 6.3 (�,) 7 4. MOUNT ® IN DUCTWORK OF POOL EXHAUST FAN AND LOCKER/WET AREA EXHAUST FAN. 5. MOUNT CT IN ALL EXHAUST FAN POWER SUPPLIES (EXCEPT AS NOTED ON EMS 5.0) AND LIGHTING CIRCUITS AS OUTLINED IN EMS 5.0. I I I I I I I I I I I I I U.R.R. 6. ALL LOW VOLTAGE WIRING IN OPEN CEILING AREAS TO BE IN CONDUIT TIGHT O TO DECK - INCLUDING LOW VOLTAGE DIMMING CONTROL TO LIGHTING, I I I i I I I I I I I I I I I Co) Cg, to Co) I I I I I I I I FIRE R135 ISER I- _ a y d q q p q r I I I MIRRORS MIRRORS j I GRAPHIC - 2 I i I I I jIj I I I j I I CYCLING I I142 I C O I I i I III I I I � I I j I I KIDS U i r-1 i I IIjo I i 10 i P l i g I I I 5. 1 Ig O I I j I I Co "jIj I 1 I 5 ®9 I i @ ,g; JAN. I I I I III 8 I I I I I - 1 (N) --�-- -- 1- -- -- i- I I(N)�---� --If��-L I L -- - - U.R. 4 AEROBICS i �/ ( I I 5 __ I I 131 I I I I 137 I I I® I I I I I 0 I I I I © l O I I -GRAPHIC- - I ( 5 ® I OP I L-- --J I I �--------� I CORK. I 1 j I 1 ®8 I O I I I I I 108 Cg) GRAPHICEc - © I II GRAPHIC GRAPHIC STO VEST. VEST. 110 I 124 109 I I I l i I I I U j I I I I - T n li Ij I I I I I I I I I I I T I I❑ I I I I I -------- 1 S I I 4 1 M.L.R. W.L.R. i I g iI 111 I 125 ❑ 1 I I I I I I I I A.V. I I I -- -- -- - -- -- - I I CARGO I I 132--�---� f• I N I I I I I I I I -------i ' ANCILLARY1 i I I 1 I I i l 144 I I SAU 4Ai $ r r A i I I1 i - A W.T.R. I I I CIRC. I �� 113 1 1 AlSAUNA M.T.R. I ' 127A ' 6- I 114I I LEI1 i RC. I 27 I I I I i I II I j ST0 MIRRORS/GRAPHIC ABOVE 4 T =i 129 II SITO. Y I I I I I E I ! I I I 127B ---- -- - - i ! ! ! I VEST. V T. STO. Gj I I 1 PERSONAL I 1 116 1 1S0 123 j I I I TRAINING I ; l i I OPAPHIC_j GRAPHIC 107 I i i I I_ . -GRAPHIC - _$HRINSE OWER I M.S.R. ----- I I I I I 115 I I I I I 122 1 I I I I I I I I I I I II I I I I I I j W.H. I I I I I I II j -� -- -- -- -----F---�--- -- 7- -- -- --�-- T- -- -- (N -r I ---T--- -- - I I �3 $ I 9 I I g$ z 11 II UI dj I I I I I I I C I I Z I w I I I I 119 � ! 4 ! I /� ; CI ¢ I I I I I I 2 �I ® MOVE I i 2 i. 31 CIRCUIT I j ® B OW ' ' ! 5 " 139 I I FREE I I STO. & WEIGHTS 121 i� I 138 I I I I I I I I I I I I ;i hl I I GRIkPHICAND SPA POOL 0 gg I I 118 - G I HIC- j SO IA 13 !I I II I CD cl CD cl rl ii r l I I I I ! SP ES R CEP. I Iddyy 101 I I I 01 i-- -- -- -----�-- -- �- -- -- -- -- -- -- 9 II ,I 8 , i -------------------- B.2 MIRRORS) I - - - - - -MIf 20RS- - 1 - - - - - - GRAPHICI O.U. - - - - - -(N)I I(N) - - O - - GRA9HIC - - I I -. - -. _ I (N) 1 (N ' (N)I (N - - - - - - - - - - N 1(N) I NII j B I -- -�-- A -- ---- --I-I--- --�-- �- -- --�-�- -- --1 -----,--- -r� --a r--- -'- ---� --I----� --�-�- -- �- --�- -- -- --CA I I 1 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 C27(2).8 2.9 (N) 3.4.1(N) 3.41(N) 3.8 (N) 4.8 (N) (N) 4.9 5.4 (N) (N)4 6.2 (N) 6.7 (N) FLOOR PLAN - EMS SYSTEM 3/37=1'-0'I NOTES THIS SHEET O COORDINATE LOCATION WITH CABINETWORK. O2 COORDINATE FINAL LOCATION WITH EQUIPMENT IN ROOM. O3 COORDINATE FINAL LOCATION WITH OWNER. O4 MOUNT AT 72" AFF. O5 COORDINATE FINAL LOCATION TO NOT INTERFERE WITH WALL GRAPHICS, ARTWORK, MIRRORS OR OTHER SPECIAL WALL COVERINGS. SEE 'ID" SERIES DRAWINGS FOR DETAILS. NEVER MOUNT DEVICES IN MIRRORS. O MOUNT ENERGY METER AT "MS' O7 COORDINATE FINAL LOCATION WITH EMS SUPPLIER FOR OPTIMUM FUNCTION. O8 MOUNT AT 10' AFF. O ROUTE CABLE IN STEEL COLUMN. SURFACE MOUNTED CONDUIT WILL NOT BE ACCEPTED. DRILL 1/2- MAX HOLE IN COLUMN. 10 PROVIDE IMPACT RESISTANT STEEL "CAGE TYPE" PROTECTORS FOR ALL DEVICES THIS AREA. 11 " GONBUIT FOR GAB TIGHT TO DECK. ALL LOW VOLTAGE CABLE TO BE ROUTED IN CONDUIT IN OPEN CEILING AREAS. 12 . 13MOUNT AT SK4HGHT-. 14 MOUNT HIGH TO STRUCTURE. REFER TO MEP1.1 & MEP1.2 FOR UL LISTED FIRESTOPPING DETAILS AT PENETRATIONS OF ALL FIRE RATED ASSEMBLIES. LEGEND (� ZONE TEMPERATURE SENSOR I I AIR FLOW SENSOR Qx ZONE (RTU X) MIDISTAT I i I� I� I I ' I I ® N)-- I J CURRENT TRANSDUCER 0 BASKETBALL I 143 ® I I I I I ' I DONOR LIGHT SENSOR I j 5 w 10 (� 1= I� II I SCREAM LOGIC PANEL I I I ® RETURN WATER TEMPERATURE SENSOR 14 OVERRIDE PANEL ® POOL VENTILATION MONITORING PANEL :~ I I I MIRRORS MIRRORS j I GRAPHIC - 2 I i I I I jIj I I I j I I CYCLING I I142 I C O I I i I III I I I � I I j I I KIDS U i r-1 i I IIjo I i 10 i P l i g I I I 5. 1 Ig O I I j I I Co "jIj I 1 I 5 ®9 I i @ ,g; JAN. I I I I III 8 I I I I I - 1 (N) --�-- -- 1- -- -- i- I I(N)�---� --If��-L I L -- - - U.R. 4 AEROBICS i �/ ( I I 5 __ I I 131 I I I I 137 I I I® I I I I I 0 I I I I © l O I I -GRAPHIC- - I ( 5 ® I OP I L-- --J I I �--------� I CORK. I 1 j I 1 ®8 I O I I I I I 108 Cg) GRAPHICEc - © I II GRAPHIC GRAPHIC STO VEST. VEST. 110 I 124 109 I I I l i I I I U j I I I I - T n li Ij I I I I I I I I I I I T I I❑ I I I I I -------- 1 S I I 4 1 M.L.R. W.L.R. i I g iI 111 I 125 ❑ 1 I I I I I I I I A.V. I I I -- -- -- - -- -- - I I CARGO I I 132--�---� f• I N I I I I I I I I -------i ' ANCILLARY1 i I I 1 I I i l 144 I I SAU 4Ai $ r r A i I I1 i - A W.T.R. I I I CIRC. I �� 113 1 1 AlSAUNA M.T.R. I ' 127A ' 6- I 114I I LEI1 i RC. I 27 I I I I i I II I j ST0 MIRRORS/GRAPHIC ABOVE 4 T =i 129 II SITO. Y I I I I I E I ! I I I 127B ---- -- - - i ! ! ! I VEST. V T. STO. Gj I I 1 PERSONAL I 1 116 1 1S0 123 j I I I TRAINING I ; l i I OPAPHIC_j GRAPHIC 107 I i i I I_ . -GRAPHIC - _$HRINSE OWER I M.S.R. ----- I I I I I 115 I I I I I 122 1 I I I I I I I I I I I II I I I I I I j W.H. I I I I I I II j -� -- -- -- -----F---�--- -- 7- -- -- --�-- T- -- -- (N -r I ---T--- -- - I I �3 $ I 9 I I g$ z 11 II UI dj I I I I I I I C I I Z I w I I I I 119 � ! 4 ! I /� ; CI ¢ I I I I I I 2 �I ® MOVE I i 2 i. 31 CIRCUIT I j ® B OW ' ' ! 5 " 139 I I FREE I I STO. & WEIGHTS 121 i� I 138 I I I I I I I I I I I I ;i hl I I GRIkPHICAND SPA POOL 0 gg I I 118 - G I HIC- j SO IA 13 !I I II I CD cl CD cl rl ii r l I I I I ! SP ES R CEP. I Iddyy 101 I I I 01 i-- -- -- -----�-- -- �- -- -- -- -- -- -- 9 II ,I 8 , i -------------------- B.2 MIRRORS) I - - - - - -MIf 20RS- - 1 - - - - - - GRAPHICI O.U. - - - - - -(N)I I(N) - - O - - GRA9HIC - - I I -. - -. _ I (N) 1 (N ' (N)I (N - - - - - - - - - - N 1(N) I NII j B I -- -�-- A -- ---- --I-I--- --�-- �- -- --�-�- -- --1 -----,--- -r� --a r--- -'- ---� --I----� --�-�- -- �- --�- -- -- --CA I I 1 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 C27(2).8 2.9 (N) 3.4.1(N) 3.41(N) 3.8 (N) 4.8 (N) (N) 4.9 5.4 (N) (N)4 6.2 (N) 6.7 (N) FLOOR PLAN - EMS SYSTEM 3/37=1'-0'I NOTES THIS SHEET O COORDINATE LOCATION WITH CABINETWORK. O2 COORDINATE FINAL LOCATION WITH EQUIPMENT IN ROOM. O3 COORDINATE FINAL LOCATION WITH OWNER. O4 MOUNT AT 72" AFF. O5 COORDINATE FINAL LOCATION TO NOT INTERFERE WITH WALL GRAPHICS, ARTWORK, MIRRORS OR OTHER SPECIAL WALL COVERINGS. SEE 'ID" SERIES DRAWINGS FOR DETAILS. NEVER MOUNT DEVICES IN MIRRORS. O MOUNT ENERGY METER AT "MS' O7 COORDINATE FINAL LOCATION WITH EMS SUPPLIER FOR OPTIMUM FUNCTION. O8 MOUNT AT 10' AFF. O ROUTE CABLE IN STEEL COLUMN. SURFACE MOUNTED CONDUIT WILL NOT BE ACCEPTED. DRILL 1/2- MAX HOLE IN COLUMN. 10 PROVIDE IMPACT RESISTANT STEEL "CAGE TYPE" PROTECTORS FOR ALL DEVICES THIS AREA. 11 " GONBUIT FOR GAB TIGHT TO DECK. ALL LOW VOLTAGE CABLE TO BE ROUTED IN CONDUIT IN OPEN CEILING AREAS. 12 . 13MOUNT AT SK4HGHT-. 14 MOUNT HIGH TO STRUCTURE. REFER TO MEP1.1 & MEP1.2 FOR UL LISTED FIRESTOPPING DETAILS AT PENETRATIONS OF ALL FIRE RATED ASSEMBLIES. LEGEND (� ZONE TEMPERATURE SENSOR ® AIR FLOW SENSOR Qx ZONE (RTU X) MIDISTAT O <v BUILDING PRESSURE SENSOR ® CARBON DIOXIDE SENSOR © CURRENT TRANSDUCER O RELATIVE HUMIDITY SENSOR ® BASKETBALL OCCUPANCY SENSOR - EMS V! I DONOR LIGHT SENSOR > bq POWER INTERFACE PANEL ENERGY METER ® SCREAM LOGIC PANEL TOUCH SCREEN CONTROL/OVERRIDE PANEL ® RETURN WATER TEMPERATURE SENSOR ® OVERRIDE PANEL ® POOL VENTILATION MONITORING PANEL :~ DOOR SWITCH SENSOR ® LIGHTING CONTROL PANEL (E INDOOR ENTHALPY SENSOR ® DIMMING CONTROL PANEL DUCT MOUNTED ZONE SENSOR M SKYLIGHT LIGHT SENSOR (SENSOR NUMBER) ® FAN CONTROL PANEL SUPPLEMENTAL GENERAL NOTES: 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE INSTALLATION LABOR AND MATERIALS TO INSTALL THE LOW VOLTAGE PORTION OF THE CUSTOMER SUPPLIED EMS SYSTEM ACCORDING TO THE FOLLOWING: A. INSTALL LOW VOLTAGE DEVICES AT LOCATIONS AND PER DETAILS SHOWN ON THE EMS PLANS. B. PROVIDE AND INSTALL THE LOW VOLTAGE CABLING FROM THE EMS DEVICES TO THE SLP AND DCZ-RP PANELS LOCATED IN THE ELECTRICAL ROOM. C. TERMINATE THE LOW VOLTAGE CABLING AT BOTH ENDS ACCORDING TO THE EMS DRAWINGS. D. ALL CABLES SHALL BE CLEARLY LABELED AT BOTH ENDS FOR IDENTIFICATION. E. ALL CABLING IN OPEN CEILING AREAS SHALL BE IN CONDUIT. 2. THE ELECTRICAL CONTRACTOR RESPONSIBILITIES FOR THE EMS INSTALLA11ON SHALL BE AS FOLLOWS: A. PROVIDE AND INSTALL ELECTRICAL BOXES AND 3/4- EMT STUB -UPS TO ABOVE CEILING GRID FOR WALL MOUNTED THERMOSTATS AND SENSORS. PROVIDE CONDUIT FOR CONTROL WIRING - TIGHT TO DECK - FOR ALL CONTROL WIRING IN OPEN CEILING AREAS. B. MOUNT 4 EMS PANELS: SLP, DCS -RP, PIP, LCP (SOME LOCATIONS REQUIRE 3 LCP PANELS), DCP, FCP, AND FCP. C. CONNECT EMS PANELS WITH CONDUIT ACCORDING TO THE EMS DRAWINGS. D. MOUNT THE ENERGY METER AT THE MDP AND PROVIDE AND INSTALL A 3/4- EMT FROM MDP TO SLP FOR LOW VOLTAGE COMMUNICATIONS CABLE. E. PROVIDE AND INSTALL 8' SECTION OF 1/2- RIGID CONDUIT FOR ROOF MOUNTED OSD. F. PROVIDE AND INSTALL CONDUIT FOR ALL LOW VOLTAGE CABLING IN ELECTRICAL ROOM. G. INSTALL ONE EACH CT ON EXHAUST FAN AND SIGN CIRCUITS AT THEIR RESPECTIVE BREAKERS LOCATED IN THE ELECTRICAL CLOSET. H. WIRE LIGHTING CIRCUIT TO LCP PANEL(S). PROVIDE LOW VOLTAGE DIMMING WIRING TO ALL DIMMABLE FIXTURES. I. PROVIDE AND INSTALL 120V DEDICATED CIRCUITS AS SHOWN ON ELECTRICAL PLANS AND EMS DETAILS LABELED EMS -1 AND EMS -2, ETC.. J. MAKE ALL TERMINA11ONS AND FINAL CONNECTIONS AS SHOWN IN THE DETAIL DRAWINGS. K. PROVIDE LOW VOLTAGE WIRING AS SHOWN IN THESE DRAWINGS AND ELECTRICAL DRAWINGS - INCLUDING CONTROL WIRING TO LIGHT FIXTURES. 3. NOTES ABOVE DO NOT ALLEVIATE CONTRACTOR OF OVERALL RESPONSIBILITY OF PROVIDING A COMPLETE, OPERATING SYSTEM. SEE ALSO EMS5.0 FOR FURTHER CLARIFICATIONS. CONTRACTOR SHALL MEET ALL OF THE REQUIREMENTS OF ALL SHEETS. WHICHEVER CRITERIA IS MORE STRINGENT. NORTH LL o LL oWZ ti U W OZ Ln LU Z r -W jao�23;: ot- aXWzaWO Om > CO t= -ata= = a W Z Z W O W 9 WwctU)LL1 aW�ZWX��° r oN0�� 001 0 N OO 0 E a LL N 0 c 0 Q N N 0 16 z Sheet Name: FLOOR PLAN - w V) \o Z OM Proj #: Issue Date: zv O <v Sheet No.: EMS -2,00. Drawn By:Checked = M M.. WB/KC KC to W o 10 V! m > bq C V � 3 ^U^,, WO :~ » .. s to U 2-0W to M O N L z O» s Lf) M 0 0 0 0 (V O LL (¢ LL o LL oWZ ti U W OZ Ln LU Z r -W jao�23;: ot- aXWzaWO Om > CO t= -ata= = a W Z Z W O W 9 WwctU)LL1 aW�ZWX��° r oN0�� 001 0 N OO 0 E a LL N 0 c 0 Q N N 0 16 z Sheet Name: FLOOR PLAN - EM SYSTEM Proj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS -2,00. Drawn By:Checked By: WB/KC KC REF SHELL DRAWINGS FOR EXTERIOR' GAS PIPING, THIS CONTRACT SCOPE IS FINAL CONNECTION TO WATER/POOL/SPA HEATERS PLUMBING LEGEND DRAINAGE CALCULA11ONS WATER SERVICE CALCULATIONS • • • HWR HOT WATER RECIRC FD( mm cxxw FD(TUFE FWTURE LINTS FIXTUM FIXTUM COLD HOT COUNT 42 FLOOR DRAIN LINTS TOTAL TOTAL 0 2.00 KITCHEN SINK 3.00 0.00 0.00 0 1 ICE MACHINE 1.00 0.00 0.00 0 3.00 PRE -RINSE 4.00 0.00 0.00 0 0 HAND SINK 1.00 0.00 0.00 3 2.00 DRINKING FOUNTAIN OR WATER COOLER 0.25 0.75 0.00 1 8 HOSE BIBB 2.50 2.50 0.00 6 ROOFTOP AC UNIT HOSE BIBB, EACH ADDITIONAL 1.00 6.00 0.00 0 1 -1/4 - JUICE 1.00 0.00 0.00 0 SPA HEATER COFFEE MAKER 1.00 0.00 0.00 20 CHILD WATER CLOSET LAVATORY 1.50 30.00 30.00 1 SERVICE SINK OR MOP BASIN 2.25 2.25 2.25 19 CHECK HINGES WITH STAINLESS STEEL POSTS. OLSONITE 126CC OR SIMILAR BY BENEKE OR CHURCH. MANUAL FLUSH VALVE: EXPOSED, CHROME SHOWER, EACH HEAD 3.00 57.00 57.00 3 URINAL, 1.0 GPF 5.00 15.00 0.00 8 WATER CLOSET, 1.6 GPF, FLUSHOMETER VALVE 6.00 48.00 0.00 1 ESTIMATED POOL EQUIPMENT 33.00 33.00 0.00 WATER CLOSET ADA 4 TOTAL FIXTURE UNITS 1 219.25 84.75 FLOW IN GPM 96 82 INCH BOWL HEIGHT, ADA ACCESSIBLE. SLOAN ST -2029. SEAT: WHITE, HEAVY DUTY COMMERCIAL GRADE, OPEN FRONT, SELF-SUSTAINING CHECK IRRIGATION FLOW IN GPM 0 HINGES WITH STAINLESS STEEL POSTS. OLSONITE 95CC OR SIMILAR BY BENEKE OR CHURCH. MANUAL FLUSH VALVE ACTUATOR: SLOAN, MODEL TOTAL GPM REQUIRED 100 a. STATIC PRESSURE AFTER PRV-1 UR -1 80 psi 2 1-1/2 b. STATIC HEAD LOSS .434 /FT X 20 FT HGT. 8.68 psi C. WATER METER PRESSURE DROP 2" METER SIZE 7.8 psi d. BACKFLOW PREVENTER 3" WATTS 4.5 psi INDICATED ON DRAWINGS. WADE W-400 OR SIMILAR BY SMITH OR ZURN. AUTO FLUSH VALVE: SLOAN, MODEL 8186-G2-0.5 GPF, EXPOSED, e. PRESSURE REQUIRED AT FIXTURE U 30 psi CHROME PLATED VALVE AND ESCUTCHEON, INTEGRAL SCREW DRIVER STOP AND VACUUM BREAKER, 1.0 GALLON PER FLUSH. UR -2 PRESSURE AVAILABLE FOR 2 1-1/2 3/4 FRICTION LOSS, a - b - c - d - e LAVATORY 29.02 psi 1-1/2 360 FT 1/2 TOTAL EQUIVALENT PIPE LENGTH LENGTH X 1.25 450 ft MAXIMUM FRICTION LOSS CENTER -SET TRIM (DO NOT INSTALL TRIM PLATE), PLUG-IN TRANSFORMER, BELOW DECK THERMOSTATIC MIXING VALVE, NO SUBSTITUTIONS. 6.45 psi PRESS. AVAIL. X 100'/EQUIV. LENGTH SUPPLIES: PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPLIES WITH LOOSE KEY STOPS, REDUCERS AND ESCUTCHEONS. DRAIN: STAINLESS SERVICE SIZE FROM METER TO BUILDING 3" STEEL NON -REMOVABLE STRAINER WITH 1-1/4 INCH TAILPIECE. TRAP: PROVIDE CHROME PLATED CAST BRASS ADJUSTABLE "P" TRAP WITH CLEAN REF SHELL DRAWINGS FOR EXTERIOR' GAS PIPING, THIS CONTRACT SCOPE IS FINAL CONNECTION TO WATER/POOL/SPA HEATERS PLUMBING LEGEND DRAINAGE CALCULA11ONS • • HW HOT WATER • • • HWR HOT WATER RECIRC FD( mm cxxw F nM D_Bcmnm FWTURE LINTS TOTAL UMTS 3 DRINKING FOUNTAIN OR WATER COOLER 0.50 1.50 42 FLOOR DRAIN 1.00 42.00 0 KITCHEN SINK 2.00 0.00 17 LAVATORY, SINGLE 2.00 34.00 1 MOP BASIN 3.00 3.00 0 RECEPTOR, INC. WASTE, 3" TRAP 3.00 0.00 16 SHOWER STALL, 2" TRAP 2.00 32.00 0 SINK, GENERAL 2.00 0.00 1 FLOOR SINK 2.00 0.00 3 URINAL, 1.0 GPF 4.00 12.00 8 WATER CLOSET, 1.6 GPF, FLUSHOMETER VALVE 6.00 48.00 3/4" TOTAL FIXTURE UNITS ROOFTOP AC UNIT 174.50 REF SHELL DRAWINGS FOR EXTERIOR' GAS PIPING, THIS CONTRACT SCOPE IS FINAL CONNECTION TO WATER/POOL/SPA HEATERS PLUMBING LEGEND • CW COLD WATER • • HW HOT WATER • • • HWR HOT WATER RECIRC ------------------- V VENT SS SANITARY SEWER GW - GW GREASY WASTE CD CD CONDENSATE DRAIN - TD - TD TRENCH DRAIN G G NATURAL GAS MPG MPG MEDIUM PRESSURE NATURAL GAS AFF ABOVE FINISHED FLOOR VTR VENT THRU ROOF O CO FLOOR CLEANOUT CO DCO DOUBLE (GRADE) CLEANOUT = WCO WALL CLEANOUT BALL VALVE N CHECK VALVE HOSE BIBB O SHEET NOTE CONNECT TO EXISTING AT THIS POINT. VERIFY EXACT LOCATION, SIZE AND CONDITION. PLUMBING GENERAL NOTES 01. COORDINATION NOTE: CEILING HEIGHTS AND AVAILABLE SPACE ABOVE CEILING IS LIMITED. CONTRACTOR SHALL PROVIDE COORDINATED SHOP DRAWINGS. CONTRACTORS SHALL COORDINATE ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND PLUMBING LAYOUTS PRIOR TO BEGINNING OF CONSTRUCTION. ALL INDICATED CEILING HEIGHTS TO BE MAINTAINED. 3/4" 02. SPRINKLER PIPING TO YIELD TO DUCTWORK IN RESTRICTIVE AREAS. SPRINKLER PIPING ROOFTOP AC UNIT SHALL BE ROUTED THROUGH JOISTS. 3/4" RTU -8 03. PROVIDE ANTI -SIPHON AT ALL HOSE BIBS AND MOP SINK HOSE CONNECTIONS. 360 MBH 3/4" 04. ABS OR PVC PIPE ALLOWED TO REPLACE CAST OR DUCTILE IRON AT CONTRACTOR'S ROOFTOP AC UNIT DISCRETION IF INSTALLED PER LOCAL CODE. 3/4" RTU -10 ROOFTOP AC UNIT 05. FLOOR DRAIN COVERS ARE TO CHANGE TO PVC DURING CONSTRUCTION AND BACK TO 3/4" BRASS AFTER FINAL CLEANING. 06. ALL FIXTURE TO BE PROVIDED AS LEAD-FREE/LOW-LEAD OPTION AS APPLICABLE. GAS LOAD CHART ITEM DESCRIPTION LOAD INPUT EQUIPMENT CONNECTION SIZE RTU -1 ROOFTOP AC UNIT 108 MBH 3/4" RTU -2 ROOFTOP AC UNIT 360 MBH 3/4" RTU -3 ROOFTOP AC UNIT 360 MBH 3/4" RTU -4 ROOFTOP AC UNIT 360 MBH 3/4" RTU -5 ROOFTOP AC UNIT 360 MBH 3/4" RTU -6 ROOFTOP AC UNIT 108 MBH 3/4" RTU -7 ROOFTOP AC UNIT 180 MBH 3/4" RTU -8 ROOFTOP AC UNIT 360 MBH 3/4" RTU -9 ROOFTOP AC UNIT 180 MBH 3/4" RTU -10 ROOFTOP AC UNIT 108 MBH 3/4" RTU -11 ROOFTOP AC UNIT 180 MBH 3/4" RTU -12 ROOFTOP AC UNIT 180 MBH 3/4" RTU -13 ROOFTOP AC UNIT 300 MBH 3/4" WH -1 WATER HEATER (2) 199 MBH (EACH) 1 -1/4 - POOL HEATER (2) 199 MBH (EACH) 1-1/4" y SPA HEATER 199 MBH 1 -1/4 - TOTAL CONNECTED LOAD = 4139 MBH PROVIDE NEW MEDIUM PRESSURE GAS SERVICE, TOTAL DEVELOPED LENGTH = 320 FT INCLUDING NEW SERVICE LINE. COORDINATE NEW AT 5 PSI DELIVERY PRESSURE. MEDIUM PRESSURE GAS SERVICE WITH FLORIDA PUBLIC UTILITIES. 120' HOT WATER -- 2" BY-PASS VALVE MX -2 (CLOSED) BY-PASS L0� I.O 2 1_40' HOT WATER ' [2!ASTATS 2" BALANACE VALVE #1 -� (OPEN) REF NOTE 1 BELOW BALANCE VALVE #2 2" 2" PG 1\ �_ CP-l" P-1 PG PRESSURE GAUGES, TYPICAL. (CLOSED) -I-'-F _ - 120' HOT WATER 3/4" 3" INLET OUTLET HEADER CHECK VA_ RETURNS REF 3 P2.2 2" 1-1/2" (TYP.) SEE NOTE HEADER 1-1/2" I- - COLD WATER I j 2" •�� " VACUUM RELIEF VALVE 1 _ " REUEFCVOA VALVE, PE TEMPERATURE OVER FLOOR LOOP 6" ABOVE TOP OF TANK LO 1 1/2 LO DRAIN. LO �O SEE N (TYP.) SEE NOTE G GAS nn n n 1-1/4" 4" OUTSIDE AIR INTAKE PER GAS WATER HEATER WH -1 SET ® 140T 11 NOTE: ALL 1-1/2" CONNECTIONS TO 3" INLET AND OUTLET HEADERS SHALL BE THE SAME LENGTH u GAS WATER HEATER WH -1 SET ® 1407 NOTE: INSULATE FIRST 8' OF BOTH WATER LINES PER SPECIFICATIONS. GAS -FIRE WATER HEATER - 1400 SYSTEM SCALE: NONE CD 1" -GAS COCK FINISHED FLOOR DIRT LEG, MIN. 6" TEST PLUG HOSE BIBB DRAIN ET -1 MANUFACTURER S RECOMMENDATION. EXTEND THRU ROOF TO INTAKE PER MANUFACTURER'S REQUIREMENTS. TERMINATE WITH GOOSENECK. 4" EXHAUST ROUTED THRU ROOF PER MANUFACTURER'S RECOMMENDATIONS. EXTEND AND DISCHARGE PER MANUFACTURER'S REQUIREMENTS. TERMINATE WITH GOOSENECK. LOCKOUT VALVE LOCKED INTO OPEN POSITION EXPANSION TANK NOTE 1: IN THIS AREA THERE ARE MULTIPLE RECIRCULATION PUMPS TERMINATING INTO THE COLD WATER INTAKE TO THE WATER HEATERS, REF 3/P2.2. PROVIDE AQUASTAT AND CHECK VALVE DOWNSTREAM OF EACH RECIRC PUMP TO CONTROL EACH RECIRC PUMP AS SHOWN. PROVIDE PRESSURE GAUGE AHEAD OF EACH RECIRC PUMP AS SHOWN. PLUMBING FIXTURE CONNECTION SCHEDULE MARK FIXTURE W V CW HW U RE CI ON MA WC -1 WATER CLOSET 4 2 1 M FIXTURE: FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, ELONGATED BOWL, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, 1.6 GALLONS t U o PER FLUSH, 14 INCH BOWL HEIGHT. SLOAN ST -2009-A. SEAT: WHITE, HEAVY DUTY COMMERCIAL GRADE, OPEN FRONT, SELF-SUSTAINING CHECK U 0 � HINGES WITH STAINLESS STEEL POSTS. OLSONITE 95CC OR SIMILAR BY BENEKE OR CHURCH. AUTO FLUSH VALVE ACTUATOR: SLOAN, MODEL 04 a � 8111-G2 1.6 GPF EXPOSED WITH CHROME PLATED VALVE AND ESCUTCHEON INTEGRAL SCREW DRIVER STOP & VACUUM BREAKER. WC -2 WATER CLOSET 4 2 1 FIXTURE: FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, 1.6 GALLONS PER FLUSH, 17 ADA INCH BOWL HEIGHT, ADA ACCESSIBLE. SLOAN ST -2029. SEAT. WHITE, HEAVY DUTY COMMERCIAL GRADE, OPEN FRONT, SELF-SUSTAINING CHECK .B HINGES WITH STAINLESS STEEL POSTS. OLSONITE 95CC OR SIMILAR BY BENEKE OR CHURCH. AUTO FLUSH VALVE ACTUATOR: SLOAN, MODEL 8111-G2 1.6 GPF, EXPOSED WITH CHROME PLATED VALVE AND ESCUTCHEON, INTEGRAL SCREW DRIVER STOP, & VACUUM BREAKER. y FIXTURE: FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, ROUND FRONT BOWL, 1.6 WC -3 CHILD WATER CLOSET 4 2 1 GALLONS PER FLUSH, 11 -INCH SEAT HEIGHT. SLOAN ST -2309-A. SEAT: WHITE, HEAVY DUTY COMMERCIAL GRADE, OPEN FRONT, SELF-SUSTAINING ADA CHECK HINGES WITH STAINLESS STEEL POSTS. OLSONITE 126CC OR SIMILAR BY BENEKE OR CHURCH. MANUAL FLUSH VALVE: EXPOSED, CHROME PLATED VALVE AND ESCUTCHEON, INTEGRAL SCREW DRIVER STOP AND VACUUM BREAKER, 1.6 GALLON PER FLUSH. MANUAL FLUSH VALVE a -a ACTUATOR: SLOAN, MODEL 111-YB, EXPOSED WITH CHROME PLATED VALVE AND ESCUTCHEON, INTEGRAL SCREW DRIVER STOP, & VACUUM BREAKER. WC -4 WATER CLOSET ADA 4 2 1 FIXTURE: FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, 1.6 GALLONS PER FLUSH, 17 �LL. INCH BOWL HEIGHT, ADA ACCESSIBLE. SLOAN ST -2029. SEAT: WHITE, HEAVY DUTY COMMERCIAL GRADE, OPEN FRONT, SELF-SUSTAINING CHECK HINGES WITH STAINLESS STEEL POSTS. OLSONITE 95CC OR SIMILAR BY BENEKE OR CHURCH. MANUAL FLUSH VALVE ACTUATOR: SLOAN, MODEL 111-YB, EXPOSED WITH CHROME PLATED VALVE AND ESCUTCHEON, INTEGRAL SCREW DRIVER STOP, & VACUUM BREAKER. UR -1 URINAL 2 1-1/2 3/4 FIXTURE: WALL HUNG, SIPHON JET, WHITE VITREOUS CHINA, 3/4 INCH TOP SPUD AND WALL HANGER. 1.0 GALLON PER FLUSH. SLOAN SU -1009-A. -o U CARRIER: STEEL UPRIGHTS WITH SUPPORT PLATES, BEARING STUDS AND BLOCK FEET FOR ANCHORING TO FLOOR CONSTRUCTION AT HEIGHT INDICATED ON DRAWINGS. WADE W-400 OR SIMILAR BY SMITH OR ZURN. AUTO FLUSH VALVE: SLOAN, MODEL 8186-G2-0.5 GPF, EXPOSED, N U CHROME PLATED VALVE AND ESCUTCHEON, INTEGRAL SCREW DRIVER STOP AND VACUUM BREAKER, 1.0 GALLON PER FLUSH. UR -2 URINAL ADA 2 1-1/2 3/4 LV -1 LAVATORY 2 1-1/2 1/2 1/2 LAVATORY. INTEGRAL WITH COUNTER TOP; SUBMIT SHOP DRAWINGS OF LAVATORY. FAUCET: SLOAN ETF-610-4-P-BDT (LOW LEAD), 4" ADA CENTER -SET TRIM (DO NOT INSTALL TRIM PLATE), PLUG-IN TRANSFORMER, BELOW DECK THERMOSTATIC MIXING VALVE, NO SUBSTITUTIONS. y7 N SUPPLIES: PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPLIES WITH LOOSE KEY STOPS, REDUCERS AND ESCUTCHEONS. DRAIN: STAINLESS STEEL NON -REMOVABLE STRAINER WITH 1-1/4 INCH TAILPIECE. TRAP: PROVIDE CHROME PLATED CAST BRASS ADJUSTABLE "P" TRAP WITH CLEAN OUT AND 17 GAUGE WASTE TO WALL WITH ESCUTCHEON. INSULATED AND OFFSET TO MEET ADA COMPLIANCE. PROVIDE OFFSET P -TRAP, REFER TO ARCHITECTURAL MILLWORK DETAILS FOR INSTALLATION & CLEARANES. LAVATORY, WALL HUNG. FIXTURE: WALL HUNG, 20 X 18 INCHES, WHITE VITREOUS CHINA LAVATORY, FLAT SLAB, INTEGRAL BACK, BACK AND SIDE LV -2 LAVATORY 2 1-1/2 1/2 1/2 SPLASH SHIELDS, FRONT OVERFLOW, DRILLED TO ACCOMMODATE 4 INCH FAUCET CENTERS. AMERICAN STANDARD "LUCERNE" 0355.012 OR SIMILAR ADA BY KOHLER OR ELJER. FAUCET: SINGLE LEVER HANDLE, CHROME PLATED BRASS FAUCET, 4 INCH CENTER, 3-5/8 INCH SPOUT, AERATOR, 0.5 GPM FLOW RESTRICTOR. MOEN MODEL 8430 (LOW LEAD). NO SUBSTITUTIONS. DRAIN: STAINLESS STEEL NON -REMOVABLE STRAINER WITH 1-1/4 INCH TAILPIECE. CARRIER: ADJUSTABLE CARRIER WITH STEEL UPRIGHTS, ARMS FOR CONCEALED MOUNTING, BLOCK FEET FOR SECURING TO FLOOR AND FRAMING. WADE W-520 OR SIMILAR BY SMITH OR ZURN. SUPPLIES: PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPLIES WITH LOOSE KEY STOPS, REDUCERS AND ESCUTCHEONS. TRAP: PROVIDE CHROME PLATED CAST BRASS ADJUSTABLE "P" TRAP WITH CLEAN OUT AND 17 GAUGE WASTE TO WALL NTH ESCUTCHEON. INSULATED AND OFFSET TO MEET ADA COMPLIANCE. PROVIDE WITH THERMOSTATIC MIXING VALVE MX -1. LV -3 LAVATORY CHILD 2 1_1/2 1/2 1/2 SAME AS LV -2 EXCEPT MOUNTED AT CHILD HEIGHT. DF -1 DRINKING FOUNTAIN (ADA) 2 1-1/2 1/2 MINIMUM CAPACITY OF 8 GPH OF 50 DEGREE F WATER AT 80 DEGREE F INLET WATER AND 90 DEGREE F ROOM TEMPERATURE. CONSTRUCTION: STEEL CABINET WITH LOUVERED SIDE PANELS, FOUNTAIN TOP AND BACKSPLASH: STAINLESS STEEL, CHILLER SECTION MOUNTED OVER UNIT WITH WITH BOTTLE FILLER HORIZONTAL FRONT PUSH BAR, SHIELDED ONE-PIECE CHROME PLATED BUBBLER, FLEXIBLE POWER CABLE WITH THREE PRONGED GROUNDED PLUG. HI -LOW MODEL REFRIGERANT: HFC -134A. FINISH: STAINLESS STEEL TOP: SATIN; CABINET FINISH: STAINLESS STEEL. MANUFACTURER: ELKAY LZSTL8WSSP. ROUGH -IN: PROVIDE STOP VALVE, CAST BRASS "P" TRAP, AND 17 GAGE TAILPIECE, COORDINATE WITH DIVISION 16 TO LOCATE ELECTRICAL RECEPTACLE IN CONCEALED LOCATION, EXPOSED ELECTRICAL CORDS ARE NOT ACCEPTABLE. SH -1 SHOWER 3 1-1/2 3/4 3/4 FLOOR DRAIN: PROVIDE 3 INCH FLOOR DRAIN. REFER TO SECTION 15430. FITTING: PRESSURE BALANCING VALVE. CAST BRASS BODY WITH INTEGRAL CHECK VALVES. ADA COMPLIANT HANDLE. MOEN MODEL 8370, NO EXCEPTIONS. SHOWER HEAD: BALL JOINT, VANDAL RESISTANT, WITH SHOWER ARM AND FLANGE. CHROME FINISH; 2.5 GPM FLOW RESTRICTOR. SYMMONS, MODEL 4-295-A. WHERE REQUIRED FOR MOUNTING IN HANDICAPPED SHOWER STALL, PROVIDE MOEN MODEL 8360 TRANSFER VALVE. SH -2 SHOWER 3 1-1/2 3/4 3/4 FLOOR DRAIN: PROVIDE 3 INCH FLOOR DRAIN. REFER TO SECTION 15430. FITTING: COMBINATION THERMOSTATIC AND PRESSURE BALANCING VALVE ADA WITH MAXIMUM TEMPERATURE LIMIT (ADJUSTABLE). CAST BRASS BODY WITH INTEGRAL CHECK VALVES. CHROME FINISH. SUPPLEMENTAL FITTING: HAND HELD SHOWER FITTING WITH 69 INCH METAL CLAD HOSE, 51 INCH SLIDE BAR, 1/2 INCH FEMALE COUPLING INLET. MOEN MODEL 8346, NO EXCEPTIONS. WHERE REQUIRED FOR HANDICAPPED SHOWERS, PROVIDE MOEN MODEL 8360 TRANSFER VALVE. MX -1 MIXING VALVE 1/2 1/2 WATTS REGULATOR, MODEL LFMMV. PROVIDE LINE SIZE CHECK VALVES AT HOT AND COLD WATER INLETS. SET AT 110F. (THERMOSTATIC) PROVIDE AT V--2 & LV -3. MX -2 MIXING VALVE 2 2 LEONARD TM -1520A -LF -DT HIGH/LOW MIXING VALVE SET TO 1107. CONNECT/UNION 2" PIPES TO INLETS & OUTLETS. FD -1 FLOOR DRAIN 3 1-1/2 CAST IRON BODY WITH NICKEL BRASS TOP, INSIDE CAULK OR NO -HUB BOTTOM OUTLET AND FLASHING RING PROVIDED WITH WEEPHOLES. ADJUSTABLE ROUND STRAINER WITH VANDALPROOF SCREWS. FURNISH 1/2 INCH TRAP PRIMER CONNECTION. SMITH 2O05Y-A OR SIMILAR BY JOSAM, ZURN OR WADE. FD -2 FLOOR DRAIN 3 1-1/2 SAME AS FD -1 EXCEPT WITH TRAP GUARD. SAME AS FD -1 WITHOUT P -TRAP, CONNECTED TO DECK DRAIN SUMP. FS -1 FtOOR SINK WITH 3 2 CAST IRON BODY WITH INSIDE CAULK OR NO -HUB BOTTOM OUTLET, ACID RESISTING ENAMEL INTERIOR, ALUMINUM DOME STRAINER, MINIMUM 8-1/2 TRAP PRIMER INCH X 8-1/2 INCH SATIN NICKEL BRONZE HALF GRATE, TRAP PRIMER, AND SEEPAGE FLANGE. SMITH 3100 OR SIMILAR BY JOSAM, ZURN OR WADE. RD 1 -ROOF BRAIN CAST IRON BODY WITH FLANGE, EXTENSION, FLASHING RING WITH GRAVEL STOP, MUSHROOM DOME, UNDERDECK CLAMP, AND ADJUSTABLE EXTENSION. OUTLET. NO -HUB OR THREADED. FURNISH EXTENSION FLANGES COMPATIBLE WITH ROOF INSULATION THICKNESS. REFER TO DRAWINGS. FURNISH LOW SILHOUETTE ALUMINUM VANDALPROOF DOME WITH VANDALPROOF SCREWS. SMITH 1010 OR SIMILAR BY JOSAM, WADE, OR ZURN. BRAIN CAST IRON BODY WITH MEMBRANE FLANGE, CLAMPING COLLAR, GRAVEL GUARD, UNDERDECK CLAMP, NON-ADJUSTABLE 3 INCH HIGH WATER LEVEL OBI E)YERFLOW REGULATOR OR DAM, THREADED, CAULKED OR NO -HUB OUTLET AS REQUIRED. FURNISH EXTENSION FLANGES COMPATIBLE WITH ROOF INSULATION THICKNESS. FURNISH LOW SILHOUETTE ALUMINUM, VANDALPROOF DOME WITH VANDALPROOF SCREWS. SMITH 1070 OR SIMILAR BY JOSAM, WADE, OR ZURN. LAMB'S TONGUE STYLE DOWNSPOUT NOZZLE. BRASS WITH STAINLESS STEEL MESH LINER, VANDAL PROOF LOCK NUT, AND PIPE CLAMP. 9N 1 _900SPOUT NOZZLE MANUFACTURER: SMITH MODEL 1770 OR SIMILAR BY ZURN OR WADE. NOZZLE SHALL BE OF THE SAME SIZE AS THE DRAIN SERVED. MOP SINK 2 2 3/4 3/4 ADVANCE TABCO STAINLESS STEEL MOP SINK MODEL 9 -OP -40 (16"x20"x12"HIGH); WITH SPECIAL ORDER STAINLESS STEEL 36"HIGH BACKSPLASH MS -1 (EXTENDING FROM MOP SINK TO 48 -AFF) ON BACK AND RIGHT SIDES OF SINK. FLOOR MOUNTED, CORNER SINK. PROVIDE COMBINATION TYPE FAUCET CONFORMING TO FS WW -P-541, WITH PAIL HOOK, 3/4 INCH HOSE COUPLING THREADS, VACUUM BREAKER AND MINIMUM 5 FEET OF HOSE. INCLUDE FAUCET BRACE. FAUCET: AMERICAN STANDARD MODEL 8344.111. PROVIDE ANTI -SIPHON AT HOSE CONNECTION. SINGLE TEMPERATURE, FREEZE PROOF, REMOVABLE TEE HANDLE, 1/2 OR 3/4 INCH MALE THREADED OR SOLDERED INLET AND 3/4 INCH HOSE HB -1 HOSE BIBB 3/4 THREAD OUTLET. ASSE 1019. WOODFORD MODEL B65. 3/4 ACORN ENGINEERING, 8151 SERIES OR EQUIVALENT BY WOODFORD, SMITH, CHICAGO FAUCET, OR T & S BRASS. TYPE: RECESSED. FINISH: HB -3 HOSE BIBB STAINLESS STEEL. HB -4 HOSE BIBB 3/4 MAPA PRODUCTS MPH-24FP. FREEZE PROOF. PROVIDE ANTI -SIPHON. BP -1 BACKFLOW PREVENTER 3" EXISTING BP -2 BACKFLOW PREVENTER 1-1/2 REDUCED PRESSURE PRINCIPLE TYPE. BRONZE BODY CONSTRUCTION WITH STAINLESS STEEL INTERNAL PARTS. SUPPLIED WITH MANUFACTURER'S STANDARD STRAINER. FURNISH WITH MANUFACTURER'S STANDARD BALL VALVES WITH RESILIENT SEATS ON INLET AND OUTLET. FURNISH WITH BALL TYPE TEST COCKS. MAXIMUM WORKING PRESSURE: 175 PSI. MAXIMUM WATER TEMPERATURE: 140 DEGREES F. WATTS REGULATOR CO. LF909-QT-1-1/2" WITH QUARTER TURN VALVES & STRAINERM WITH 909 -AG AIRGAP FITTING. BP 3 BAeKFEE)W PREVENTER 1/2 WATTS 009 -M2 -QT. AIR GAP FITTING. STAINLESS STEEL. CP -1 CIRCULATION PUMP 1 INLINE TYPE, BRONZE BODY, BRONZE IMPELLER, CARBON STEEL SHAFT, BRONZE SLEEVE PUMP BEARING, BRONZE MOTOR BEARING, 125 PSI MAXIMUM WORKING PRESSURE. FURNISH OPEN, DRIP -PROOF TYPE MOTOR WITH BUILT-IN THERMAL OVERLOAD PROTECTORS. BELL AND GOSSETT NBF-22 (120V, 92W) OR SIMILAR BY ARMSTRONG. SP -1 SUMP PUMP 3 HYDROMATIC S3SD 2HP 5.69"DIA IMPELLER. 106GPM, 20 FT., 208 VOLT 30. COORDINATE WITH DIV. 16. PROVIDE CHECK VALVE AT PUMP DISCHARGE. 3/4 AMTROL ST -30V -C OR SIMILAR BY BELL & GOSSETT. DIAPHRAGM TYPE, WELDED STEEL SHELL CONSTRUCTION WITH HEAVY DUTY BUM ET -1 EXPANSION TANK DIAPHRAGM AND RIGID POLYPROPYLENE LINER. 100 PSIG WORKING PRESSURE. 40 DEGREES F TO 240 DEGREES F. OPERATING TEMPERATURE. COMPLETE WITH CHARGING VALVE AND TANK FITTINGS TO MAKE ALL GAUGE, FILL, DRAIN AND SYSTEM CONNECTIONS. GUARANTEED LEAKPROOF WH -1 WATER HEATER NATURAL GAS 2 2.10 A.O. SMITH BTH-199. GAS FIRED, 100 GALLON STORAGE, 199,000 BTU., 227 GALLON 0 100T RISE, T&P VALVE. NO EXCEPTIONS. WH -2 WATER HEATER ELECTRIC 1/2 1/2 A 2 TP -1 TRAP PRIMER 1/2 TRAP PRIMER: SINGLE OUTLET BRASS CONSTRUCTION WITH "0" RING SEALS. MAXIMUM WORKING PRESSURE: 75 PSI. TEMPERATURE RANGE OF MINUS 40 DEGREES F TO 450 DEGREES F. MALE THREADED INLET, FEMALE THREADED OUTLET. FURNISH WITH RESERVOIR. PRECISION PLUMBING PRODUCTS, INC. "PRIME RITE" OR APPROVED EQUAL. PROVIDE ACCESS DOOR. INSTALL WITH DEBRIS LOOP AND PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MULTIPLE DRAIN DU -U UNIT WHERE MULTIPLE DRAINS ARE SHOWN CONNECTED TO TRAP PRIMER. SFI-1 SIGHT FLOW INDICATOR 1/2 MIDWEST SFI-100-1/2 3/4 MIDWEST SFI-100-3/4 110 GPM MAX FLOW WITH BYPASS / PILOT FOR LOW FLOW, SET TO 80 PSI. ARMSTRONG 6525 DUPLEX VFD BOOSTER PUMP. (2) 3HP MOTORS, 48OV, 30. SET OUTPUT TO 80 PSI FOR 110GPM. Ln 4-J U CU s U L L N N 0 L U () z c9 W Q m 0 0 x W z z Z�\0 N O N 7 M M C ,o M Q C 0 to V¢ w 00 M U. 0��00 WZ Q W w go 0 >-�wW00p65w C13 U W 0 Z Z �5aorr�� oWbW WZ°-Q�0 =QwamZZW0W 2wW~or>- o w a m 2 W m m= =->>_� 01- N�oLUo � r N 0 0 00 0 0 Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�100 Drawn By: D � KC N � M t U o U 0 � O 04 a � O O N U. 0��00 WZ Q W w go 0 >-�wW00p65w C13 U W 0 Z Z �5aorr�� oWbW WZ°-Q�0 =QwamZZW0W 2wW~or>- o w a m 2 W m m= =->>_� 01- N�oLUo � r N 0 0 00 0 0 Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�100 Drawn By: Checked By: WB/KC KC N � 0 .Q .B y a -a �LL. o -o U N U Co y7 N z o � Sheet Name: PLUMBING SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�100 Drawn By: Checked By: WB/KC KC T rIEXIST 6"SS I.E.=6'-0" BFF 5l i 5; 5, 5` 5` 16 .O �O l� ;o �O �o ENLARGED LOCKER AREA FLOOR PLAN - WASTE & VENT 3/16" = 1'-0" NOTES THIS SHEET 01 REFER TO 1/P2.0 FOR CONTINUATION. U2 TRENCH DRAIN. REF 14/P1.1. PRECAST/PREFORMED SUMP PIT 2'-0" DIAMETER AND 4'-0" DEEP. O PROVIDE FIBERGLASS BAR GRATING COVER OVER SUMP. LOCATE SP -1 AT BOTTOM OF SUMP. SLOPE 4" TRENCH DRAIN DISCHARGE PIPING AT 1/$" PER FOOT LEAVING 12" AT BOTTOM OF SUMP FOR PUMP. PROVIDE 1-1/2" OUTLET OR SIZE OF PUMP DISCHARGE, WHICH EVER IS LARGER, INTO BACKWASH PIPE. ROUTE ABOVE CEILING / ACROSS POOL EQUIPMENT ROOM MINIMUM 12'-0" ABOVE FINISHED FLOOR. COORDINATE ROUTING ACROSS POOL EQUIPMENT ROOM WITH ALL OTHER DIVISIONS AND YIELD TO ALL OTHER EQUIPMENT. TERMINATE OVER BACKWASH SUMP LEAVING 4" AIR GAP BETWEEN TERMINATION AND FLOOD RIM OF BACKWASH SUMP CURB. O BACKWASH PIPE PER 11 /P1.1. (5 FLOOR DRAIN ADJACENT TO WATER HEATERS FOR T&P. I) U Q) s U Q Q) Q) 0 s (/) z (D U) W O z m w .0 U) ir 0 M W r z LU L0 `O O CN Z M \.O ai O kV 3 M M N 1°Nl 1� > Op 3V� 1° a, 3 1 ~ O C -0 —. ro Q t Ul LU 00 i, N 00 N 00 o O - WASTE & VENT Proj #: E 170264 D M F V) Checked By: WB/KC N R p O U O r` 00 O �0 Q O Q Ll- (A LL o�o ¢0F�—Wa0Od >-U)wZ0-O=�w ml-_wo 2ccZOS W ~ 56.p' p F- Q W W Z M W 0 WW- =¢ W Z Z w O w ER x 0 a- wH Z cs U 0 W�'= W U W M?= _�oma Cl) �0Wo F- r` C)o N r rn Co 00 N 00 o O - WASTE & VENT Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�2,0 I Drawn By: Checked By: WB/KC N R p C O .a w N p a U- .o U m 9 9 y y .- O 04 Z F3 Sheet Name: ENLARGED FLOOR PLAN - WASTE & VENT Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�2,0 I Drawn By: Checked By: WB/KC KC )j O ]IFF VALVE FOR DRINKING FOUNTAIN ABEL AS SUCH AND MOUNT 72"AFF /2 REFER TO 3/P2.2 FOR ENLARGED SHUTOFF VALVE BANK PLAN DETAIL / 3 EI LV -1 F- 00000 00000 I LY_2. I ED -1 I I � I � I WC -2 \ -1/ \ ❑ .SIB=1 — — F \/ — — — I UR -1 WC -1 /\ UR -2 FD -1 C" I I L�.L-t LY -1 Ly -1 HB -3 I \ I 1 1 n FD -1 U = 7 ® FD -1 SH -1 SH_2 lb I I SH -1 SH -1 1 PIMP= I.l, ASIS -1-1 S– I IJ1 S U 1 x U 1 ' —1 ED -1 Li - ENLARGED LOCKER AREA FLOOR PLAN - HOT & COLD WATER 3/16" = V-0" 2 U 05 5---1- HB -3 H5 Y WC -1 IP WC -1 PWC -1 IP WC -1 IV WC -2 C7 SH -1 5Ii-1 SH- SH -1 H- SH 1 IL-1 1 -_1 1 O HB -3 o HB -1 NOTES THIS SHEET 0 1-1/2" GAS LINE DOWN FROM ROOF, PROVIDED BY SHELL CONTRACTOR. ROUTE ABOVE CEILING TO WATER HEATERS. PAINT SAFETY YELLOW. OVALVE AND CAP 1-1/2" COLD WATER FOR FUTURE EXTENSION TO POOL EQUIPMENT. PROVIDE BP -2 (ASSE 1013 RPZ) UPSTREAM OF CAP, INSTALLED IN THE HORIZONTAL POSITION AT 18--48-AFF TO CENTERLINE. 1-1/2" GAS LINE DOWN FROM ROOF, PROVIDED BY SHELL CONTRACTOR. ROUTE ABOVE CEILING TO POOL/SPA HEATERS. PAINT SAFETY YELLOW. O COLD AND/OR HOT WATER BRANCH VALVE. CONTRACTOR TO CONFIRM SERVICING OF VALVES PRIOR TO ACCEPTANCE. VALVES SHALL BE NO MORE THAN 5' TO 6' ABOVE FINISHED FLOOR & LABELED WITH DESCRIPTION OF AREA/FIXTURES SERVED FOR EASE OF MAINTENANCE. OPROVIDE RECESSED STAINLESS STEEL CABINET FOR HOSE BIBS IN WET AREAS. LOCATE CENTER OF CABINET 9"AFF TO BE BENEATH GRAPHICS. O6 REF P2.0 FOR CONTINUATION. �7INSTALL ACCESS PANEL FOR TRAP PRIMER. O 3/4" CW UP TO ROOF FOR HOSE BIB HB -4. HOSE BIB PROVIDED IN SHELL SCOPE ALONG WITH WATER PIPE STUBBED 5' BELOW ROOF DECK. LABEL SHUTOFF VALVES AS FOLLOWS: Cl: COLD MEN'S SHOWERS POOL SIDE C2: COLD MEN'S SHOWERS LOCKER SIDE Cl COLD MEN'S LAVATORIES C4: COLD LOCKER ROOM LAVATORIES C5: COLD WOMEN'S LAVATORIES C6: COLD WOMEN'S SHOWERS CLUB SIDE C7: COLD WOMEN'S SHOWERS POOL SIDE C8: COLD UNISEX/JANITOR C9: COLD MEN'S WATER CLOSETS C10: COLD MEN'S URINALS C11: COLD WOMEN'S WATER CLOSETS H1: HOT MEN'S SHOWERS POOL SIDE H2: HOT MEN'S SHOWERS CLUB SIDE H3: HOT MEN'S LAVATORIES H4: HOT LOCKER ROOM LAVATORIES H5: HOT WOMEN'S LAVATORIES H6: HOT WOMEN'S SHOWERS LOCKER SIDE H7: HOT WOMEN'S SHOWERS POOL SIDE H8: HOT UNISEX/JANITOR R1: RETURN MEN'S SHOWERS POOL SIDE R2: RETURN MEN'S SHOWERS CLUB SIDE R3: RETURN MEN'S LAVATORIES R4: RETURN LOCKER ROOM LAVATORIES R5: RETURN WOMEN'S LAVATORIES R6: RETURN WOMEN'S SHOWERS LOCKER SIDE R7: RETURN WOMEN'S SHOWERS POOL SIDE R8: RETURN UNISEX/JANITOR 2-1/2" 2" 2" [1-1/2", �2" ( 2" ENLARGED SHUTOFF VALVE BANK SCALE: NONE ��ir = m cr w x ,.--FOR CONTINUATION Ir r r r r r r r REFER TO 1/P2.2 (TYPICAL) 1/2" ' 3/4" SFI-1 (TYP. 8)--,,� F F F F F F F F 4 (TYPICAL) BALANCING VALVE-- 3/4" (TYPICAL) 3/4" (5)CP 1 ' 3/4" ALL BALANCING VALVES TO BE INSTALLED 1009 OPEN. THIS SCHEMATIC IS DIAGRAMMATIC ONLY SHOWING INTENDED CONNECTIONS. ACTUAL LAYOUT AND ROUTING TO BE COORDINATED IN FIELD. INSTALL ALL SHUTOFF VALVES, BALANCING VALVES, RECIRC PUMPS, AND CHECK VALVES ON WATER HEATER ROOM WALL IN CONVENIENT LOCATION FOR SERVICING AND MAINTENANCE. COORDINATE INSTALLATION OF RECIRC PUMPS WITH ELECTRICIAN. HOT WATER RETURN SCHEMATIC SCALE: NONE ENLARGED FLOOR PLAN - W Lf) �0 Z O 04 Proj * Issue Date: z M \0 O N Sheet No.: P�2,02 Drawn By: D M M WB/KC KC fn LU N '� � (TYPICAL) U U U U V to V co Q) V U U -J U x s 2 x x x x x x M 0 >` W N 1 I I I I 1 I i N I I a I c L a '— S I N II N I I N ENLARGED SHUTOFF VALVE BANK SCALE: NONE ��ir = m cr w x ,.--FOR CONTINUATION Ir r r r r r r r REFER TO 1/P2.2 (TYPICAL) 1/2" ' 3/4" SFI-1 (TYP. 8)--,,� F F F F F F F F 4 (TYPICAL) BALANCING VALVE-- 3/4" (TYPICAL) 3/4" (5)CP 1 ' 3/4" ALL BALANCING VALVES TO BE INSTALLED 1009 OPEN. THIS SCHEMATIC IS DIAGRAMMATIC ONLY SHOWING INTENDED CONNECTIONS. ACTUAL LAYOUT AND ROUTING TO BE COORDINATED IN FIELD. INSTALL ALL SHUTOFF VALVES, BALANCING VALVES, RECIRC PUMPS, AND CHECK VALVES ON WATER HEATER ROOM WALL IN CONVENIENT LOCATION FOR SERVICING AND MAINTENANCE. COORDINATE INSTALLATION OF RECIRC PUMPS WITH ELECTRICIAN. HOT WATER RETURN SCHEMATIC SCALE: NONE G 0 0 0 0 a► a U 0 y� U N to o cq �6 z Sheet Name: ENLARGED FLOOR PLAN - W Lf) �0 Z O 04 Proj * Issue Date: z M \0 O N Sheet No.: P�2,02 Drawn By: D M M WB/KC KC fn LU N '� � Q 00 U c� Q) 03 -J » 0 s s » U W 00 K M 0 >` W N » O L S V / M o U a O O N oLi- OLn G 0 0 0 0 a► a U 0 y� U N to o cq �6 z Sheet Name: ENLARGED FLOOR PLAN - HOT & COLD WATER Proj * Issue Date: 170264 09-01-2017 Sheet No.: P�2,02 Drawn By: Checked By: WB/KC KC r, A RISER NOTES 1. ALL WATER CLOSETS SHALL HAVE 4" SANITARY AND 2" VENTS. 2. TRUNK LINES SHALL BE AT MINIMUM THE SAME SIZE AS THE LARGEST BRANCH SERVED BY TRUNK. WCO�� PIPE UP TO CLEANOUT SHALL BE SAME---- SIZE AME----SIZE AS TRUNK IT SERVES (ONLY 4" IS REQUIRED FOR 6" TRUNK) WC -1 li: REF. PLUMBING FIXTURE CONNECTION SCHEDULE ON P1.0 FOR FIXTURE LINE SIZES UNLESS SHOWN LARGER ON RISER wom z CD m W 0 z m m 7 fn m O it W r z w LI) `O Z OM 04 O N M M yrn Q 0 V Op m u 4� o c vro t¢ w 00 M N co P O N O O O w Proj #. Issue Date: 170264 it v � M F N W O O o p O N ¢ \o Cul O Q O .Q U- N LL }} o J (nw<WZ <Wl�'—wavo MF -X W OZ❑D W �W —W =) CL C3 C' F- �y — W W W W CL =:<w Z W O W ER < ¢¢ F i wwwww=wa Lowsow 0 (=j—=1--� _~ 0�Q�wO2F- P Co N �� O co P O N O O O RISER DIAGRAM Proj #. Issue Date: 170264 09-01-2017 Sheet No.: P�5 • 1 Drawn By: Checked By: WB/KC aO C O .Q N •� d (L a O LOL a o O U N p7p to z C> W Sheet Name: SANITARY & VENT RISER DIAGRAM Proj #. Issue Date: 170264 09-01-2017 Sheet No.: P�5 • 1 Drawn By: Checked By: WB/KC KC �t *t $ RISER NOTES REF. PLUMBING FIXTURE CONNECTION SCHEDULE ON P1.0 FOR FIXTURE UNE SIZES UNLESS SHOWN LARGER ON RISER PROVIDE AIR CHAMBER AT TOP OF WATER CONNECTIONS FOR WATER HAMMER ARRESTMENT Ll O 00 0 N ON O HOT & COLD WATER w LQ "o Z O CN Proj # Issue Date: Z O N Sheet No.: P�5*2 (7 M M WB/KC KC W FU z > b°d 4-J m 3 u O 3 +1 F- 0 � -) s « s Q N V w k" L 0 M O L w Q� ? N O « « L U it rn N M Lf) W O r v O O O O N O © I O 0 N Ll O 00 0 N ON O HOT & COLD WATER RISER DIAGRAM Proj # Issue Date: 170264 09-01-2017 Sheet No.: P�5*2 Drawn By: Checked By: WB/KC KC O fl. N v `o 0 U U to O N Z wi Sheet Name: HOT & COLD WATER RISER DIAGRAM Proj # Issue Date: 170264 09-01-2017 Sheet No.: P�5*2 Drawn By: Checked By: WB/KC KC 0 I 00 I Co I N 00 0 rn O 0 DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL ASPECTS OF BUILDING IN DEMOLITION AREAS AND DETERMINE EXTENTS OF SHORING AND BRACING REQUIRED SUCH THAT EXISTING BUILDING ELEMENTS TO REMAIN ARE NOT DAMAGED DURING DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH ARCHITECTURAL PLANS AND NOTIFY ENGINEER OF RECORD IF THERE ARE ANY DISCREPANCIES. 3. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FROM LIMITED FIELD OBSERVATIONS, INCLUDING DIMENSIONS, AND NOTED ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND SIZES PRIOR TO ORDERING OF MATERIALS ORDERING OF CMU, STEEEL, WOOD, OR CONCRETE BY CONTRACTOR IMPLIES ACCEPTANCE OF DIMENSIONS. 4. SLOPE SLAB (WHILE MAINTAINING UNIFORM THICKNESS) TO FLOOR DRAINS. COORDINATE WITH PLUMBING DRAWINGS. REF 5/S2.0. 5. "CJ" INDICATES SAW CUT CONTRACTION JOINT IN SLAB -ON -GRADE. CONSTRUCTION JOINT IN SLAB -ON -GRADE AS REQUIRED BY CONTRACTOR. CONTRACTOR TO LOCATE CONTROL JOINTS AT GRID AND AT 15'-0" OC MAXIMUM SPACING UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. REF 10/S2.0 OF SHELL DRAWINGS. 6. REFERENCE ARCHITECTURAL DRAWINGS FOR DOOR OPENING DIMENSIONS 7. COORDINATE POOL AND SPA FOUNDATION AND SLAB DESIGN WITH ENGINEER PRIOR TO CONSTRUCTION. 8. REFERENCE ARCH FOR CURB LOCATIONS AT INTERIOR WALLS, REF 2/S2.0, AND 3/S2.0 FOR CURB. 9. SLAB PENETRATION FOR BACKWASH PIPE, REFER TO PLUMBING. 10. 24" ROUND LEAVEOUT FOR PREFABRICATED SUMP. REFER PLUMBING. PLAN NOTES 1. A. CIVIL DATUM ELEVATION 100'-0" = 1ST FLOOR FINISHED FLOOR ELEVATION. B. ELEVATIONS SHOWN ARE RELATIVE TO DATUM ELEVATION 100'-0". 2. NEW SLABS SHALL BE 5" THICK WITH #4 AT 16" O.C. EACH WAY OVER 15 MIL VAPOR BARRIER OVER PROPERLY COMPACTED SUBGRADE. 3. FLOOR SLAB IS NOT DESIGNED TO SUPPORT HEAVY CONSTRUCTION EQUIPMENT EXCEEDING GROSS WEIGHT OF 4 TONS. LEGEND -Adbkb► XX SXX DETAIL �— SHEET NUMBER NUMBER a a CONCRETE CURB SLAB DEPRESSION rr%LrMPIL wovRrw�;GL rr TRENCH DRAIN I 100'-0" POOL AN SPA REF 5/S2.0 FOR DETAIL, Ia PER ^CEO , CHNICALINEER ,,,� REF ARCH FOR LOCATION I I I I I I I I I I I = i I - - - ( - - - - - - - - - �T� - I— - - - - - I -- - + --I -�--}- 1 -� - - �- + --{-- - - - - - - - - -- -1 -1 L J I I I B.2 B.1 — — — — — — — — — — — — — — + -------- JI– – -----–––––––––––––––––--–––– –------� �--------------------- ---- _ I I i 1 I I ice- 00 --- ------------------------------------------- — — — -� — — — L - - - -1- - - - - - ---------- -------------------------------- - - - - - - - - > i I I � � I � � I I I � I � I �' � "M n v Y1 ------------------------------------------ ----- ------------------------------------------------ -- REF 2.0 ------------------------------------------------------------------------------------------ - - I I I I I I I I I i I I I I I I I I i I I I I 1 3'-8" (F.V.) ( - 2'-0" (F V.) I 28'-8" F.V.) 15-10" (F.V.) 0" 16'-0" (F.V.) 8'-8" 12'-8" 35'-0" (F.V.) 10'-12" (F.V.) 9'-5" (F.V.) 10'-1(F.V.) 14'-4" (F.V.) '-" '3' 12'-9" (F.V.) -0" (F.V.)30'-O" (F.V.) 26'-4" (F.V.) ' " '" 2" 11 (F.V.) (F. V.) I (F.V.) IF.V.1 I I I I I (F.V.) I (F. V.) IF.V.1 FOUNDATION PLAN 3/32"=1'-0" LL LL. J O J O < W Z ¢WPwaV0 Wza - W mFF---=W0Za�z �0E-It O— `- W � a_ C) -F_oWWza1xo N U W = Q WW a= ©�Wzz0Wz �w=co aw~wr� v �o 00=W WQWF-W OF pCOO�~ r- w zL'C"3 Issue Date: 170264 z 'C'00-4 W a 04 sloo Drawn By: Checked By: WB/KC KC 0 v �� C) z ' ons -N °° 3 V V J 3 + °' N 0 �~ �QN N s N V W L K — M O 0 L w � Z Y 0 o O N N L m 0 D rn M 0 U O v a O o C14O O LL.L11 LL LL. J O J O < W Z ¢WPwaV0 Wza - W mFF---=W0Za�z �0E-It O— `- W � a_ C) -F_oWWza1xo N U W = Q WW a= ©�Wzz0Wz �w=co aw~wr� v �o 00=W WQWF-W OF pCOO�~ r- w Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: sloo Drawn By: Checked By: WB/KC KC CD C) 0 Y 0 o m 0 0 0 0 .Q U t/1 a °o Li V m � 7 N N !/1 O Z C Sheet Name: FOUNDATION PLAN Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: sloo Drawn By: Checked By: WB/KC KC �1J N FIRE ALARM PLAN 0 8' 16' 32' SCALE: 3/32" = 1'-0" FLOW AND TAMPER ON FIRE SPRINKLER ED I _ I V CONTROL MODULE RELAY FOR NATURAL GAS SHUT-QFF In(�� S SERVCE-VETER (6-, RRIGATION WATER SERV'CE GS JOB #:4901.17.00 OBAL N C H E Z, INC. BUILDING SYSTEMS ENGINEERING info@global-sanchez.com CA#:6237 Bradenton: 816 Manatee Ave. E, Suite 18 Bradenton, FL 34208 Phone: 941-758-2551 Tampa: 3825 Henderson Blvd., Suite 103 Tampa, FL 33629 Phone: 813-281-0001 LL U- 0 0 J � a 0 QwPWQaVO >-Wwzap=)—W wp o mVF- Of nZ w a p ©_ � Q W a O = Q w Z Z W O W O a w Q H0 r} www�wUw O d w cn~ W Z 0 00=: W w<w�w X:WD H}OH 0 W LL F- ccn0 �Q J FE, Ar ,rte • • �,\ C E IVS� ., �'4`� Q • 65083':'v k ' /26/2018 :W O STATE OF •� F �''••::�C OR 1 � P•' v� SS/ONA1.•�a r- 0 N O 0) O 0 ago O O N a Uo a 0 W c5 O N N O O 0 Z Sheet Name: FIRE ALARM PLAN In to Issue Date: z S2 Z M CO O N }� W 0 M M U m o n nW og � U « o . o c~ vo ^� z W WW aD W r M « O W inO UUj g s V) 8 LL U- 0 0 J � a 0 QwPWQaVO >-Wwzap=)—W wp o mVF- Of nZ w a p ©_ � Q W a O = Q w Z Z W O W O a w Q H0 r} www�wUw O d w cn~ W Z 0 00=: W w<w�w X:WD H}OH 0 W LL F- ccn0 �Q J FE, Ar ,rte • • �,\ C E IVS� ., �'4`� Q • 65083':'v k ' /26/2018 :W O STATE OF •� F �''••::�C OR 1 � P•' v� SS/ONA1.•�a r- 0 N O 0) O 0 ago O O N a Uo a 0 W c5 O N N O O 0 Z Sheet Name: FIRE ALARM PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FA4,01 Drawn By: Checked By: R.REYNOSO P.FEIKEMA 1 FLOW AND ON FIRE SF Q P F_ I I I I 7 2 D I 2D T 5 I I r 6 4 2 2 D D I I I I 12 I 2 3 D D i �Iit,36 7 , 2 JS+; N IP N IP IN IP SLC SLC In TO To phone fines 1 000000000000 32 31 30 29 28 27 28 25 24 123 22 21 20 N.O. C N.C. N.O. C N.C. N.O. C N.C. - + A B TROUBLE RELAY 1 RELAY 2 SBUS IN I CIRCUIT BOARD 1 1 0 7 6 5 4 0 X O X l 12 JI 3 04 1/05 I/OB TO DEDICATED PHONE LINE # 1 TO DEDICATED PHONE LINE # 2 w � u71 DITEK SURGEo o DITEK SURGE SUPPRESSORS) SUPPRESSOR(S) DTK-MRJ31XSCPWP DTK-MRJ31 SCPWP (OR (OR EQUAL) EQUAL) 3/4" CONDUIT IDENTIFIED AS "FIRE ALARM CIRCUIT" I FACP-N1-01 FACP-N1-02 15cd 30cd I 1/2W P CM R FACP-N2-01 FACP-N2-02 FAC 15cd 15cd CONTROL MODULE 1/4W 1/4W RELAY FOR NATURAL GAS SHUT-OFF I METAL ELECTRICAL BOX TO AC METAL HOUSING DEDICATED e N� 1 - ` `-"3 (� - ON-BOARDANNUNIATOR 31 GENERAL ALARM SYSTEM SENSOR RED WITH LOCKED — ON PROVISION. SUPERVISORY SPEAKER/STROBE - CEILING MOUNT OUTDOOR RATED DITEK DTK-120HW SURGE SUPPRESSOR, SYSTEM TROUBLE 1/2W #12 THHN TO DUCT SMOKE DETECTOR SYSTEM SILENCE SD505-DUCTR SHOWER ROOMS AND POOL AREA. INSTALLGROUND TJ SYSTEM POWER COMMON GROUND '.,44LOO- CIRCUIT LOOP FOR 5 RESET — D O Ir UI ENTERSI 2 MONITOR MODULE SILENT KNIGHT/HOCHIKI SD500-AIM 46, CNLE E O C V/1 9 STROBE - CEILING MOUNT SYSTEM SENSOR SCR DEVICE TO BE "RED *WP 1 Key �Iit,36 7 , 2 JS+; N IP N IP IN IP SLC SLC In TO To phone fines 1 000000000000 32 31 30 29 28 27 28 25 24 123 22 21 20 N.O. C N.C. N.O. C N.C. N.O. C N.C. - + A B TROUBLE RELAY 1 RELAY 2 SBUS IN I CIRCUIT BOARD 1 1 0 7 6 5 4 0 X O X l 12 JI 3 04 1/05 I/OB TO DEDICATED PHONE LINE # 1 TO DEDICATED PHONE LINE # 2 w � u71 DITEK SURGEo o DITEK SURGE SUPPRESSORS) SUPPRESSOR(S) DTK-MRJ31XSCPWP DTK-MRJ31 SCPWP (OR (OR EQUAL) EQUAL) 3/4" CONDUIT IDENTIFIED AS "FIRE ALARM CIRCUIT" I FACP-N1-01 FACP-N1-02 15cd 30cd I 1/2W P CM R FACP-N2-01 FACP-N2-02 FAC 15cd 15cd CONTROL MODULE 1/4W 1/4W RELAY FOR NATURAL GAS SHUT-OFF I METAL ELECTRICAL BOX (3) #12 WIRE FROM QTY DEDICATED e 120 VAC POWER NOTES SUPPLY. CIRCUIT 31 BREAKER SHALL BE SYSTEM SENSOR RED WITH LOCKED — ON PROVISION. 1 9 SPEAKER/STROBE - CEILING MOUNT OUTDOOR RATED DITEK DTK-120HW SURGE SUPPRESSOR, OR EQUIVALENT 1/2W #12 THHN TO DUCT SMOKE DETECTOR GROUND SD505-DUCTR SHOWER ROOMS AND POOL AREA. INSTALLGROUND TJ 3 COMMON GROUND SYSTEM SENSOR CIRCUIT LOOP FOR DEVICE TO BE 'RED". WITH WIRE GUARD ALL BUILDINGS 2 'ACP -N1-03 FACP-N1-04 FACP-N1-05 15cd 15cd 75cd 4W N2-03 FACP-N2-04 FACP-N2-05 icd 15cd 15cd FIRE ALARM DEVICES SYMBOL LEGEND SYMBOL QTY DEVICE TYPE MANUFACTURER MODEL NUMBER NOTES 4 31 SPEAKER / STROBE (CEILING MOUNTED) SYSTEM SENSOR SPSCR DEVICE TO BE "RED" *WP 6 SPEAKER/STROBE - CEILING MOUNT OUTDOOR RATED SYSTEM SENSOR SPSCRK MOUNT TO OUTDOOR RATED BACKBOX. 1/2W 10 DUCT SMOKE DETECTOR SILENT KNIGHT/HOCHIKI SD505-DUCTR SHOWER ROOMS AND POOL AREA. D 3 SPEAKER / STROBE (WALL MOUNTED) OUTDOOR RATED SYSTEM SENSOR SPSRK DEVICE TO BE 'RED". WITH WIRE GUARD Sm 2 MONITOR MODULE SILENT KNIGHT/HOCHIKI SD500-AIM IN BASKETBALL COURT. EgC 9 STROBE - CEILING MOUNT SYSTEM SENSOR SCR DEVICE TO BE "RED *WP 1 STROBE - CEILING MOUNT SYSTEM SENSOR SCRK DEVICE TO BE 'RED O 1 OUTDOOR RATED BY OTHERS _ INSTALLED BY FIRE SPRINKLER CONTRACTOR EIF 2 SURGE SUPPRESSOR (LOW VOLTAGE) DITEK DTK-2MHLP24FWB FOR EXTERIOR SLC, PIV, FLOW, AND :4CONTRACTOR 1 TAMPER SWITCH BY OTHERS _ TAMPER CIRCUITS. 2 -PAIR EIB 1 SURGE SUPPRESSOR (LOW VOLTAGE) DITEK DTK-2MHLP24BWB FOR EXTERIOR NAC CIRCUITS. 2 -PAIR _VVV_ SEE END -OF -LINE RESISTOR (EOL) _ _ SUPPLIED BY PRODUCT VENDOR. INSTALL PLANS AT END OF CIRCUIT FACP 1 FIRE ALARM CONTROL PANEL ADDRESSABLE FIRE ALARM CONTROL SILENT KNIGHT / FARENHYT IFP-1000ECS WITH ECS-INT50W PANEL WITH VOICE EVACUATION AMPLIFIER O 0 FINETI 1 REMOTE ANNUNCIATOR PANEL SILENT KNIGHT 5860 COORDINATE FINAL LOCATION WITH AHJ FP_S_E_j 1 POWER SUPPLY EXPANDER SILENT KNIGHT - X 4 RECHARGEABLE BATTERIES POWER SONIC 12VDC SERIES CONNECTION. SEE BATTERY CALCULATIONS FOR SIZING. FIRE ALARM INITIATION DEVICES SYMBOL LEGEND SYMBOL QTY DEVICE TYPE MANUFACTURER MODEL NUMBER NOTES 0 5 ADDRESSABLE PULL STATION SILENT KNIGHT/HOCHIKI SD500-PS DUAL -ACTION MECHANISM OP 1 SMOKE DETECTOR - PHOTOELECTRIC SILENT KNIGHT/HOCHIKI SD505-APS + SD505-6AB X 1/2W 10 DUCT SMOKE DETECTOR SILENT KNIGHT/HOCHIKI SD505-DUCTR SMOKE DUCT DETECTOR WITH FAN D FACP-N4-03 FACP-N4-04 FACP-N4-05 FACP-N4-06 SHUTDOWN RELAY. Sm 2 MONITOR MODULE SILENT KNIGHT/HOCHIKI SD500-AIM ADDRESSABLE INPUT MODULE EgC 1 NOTIFICATION MODULE SILENT KNIGHT/HOCHIKI SD500-ANM ADDRESSABLE NOTIFICATION MODULE cM R 1 RELAY MODULE SILENT KNIGHT SK -RELAY X O 1 FLOW SWITCH BY OTHERS _ INSTALLED BY FIRE SPRINKLER CONTRACTOR N - ALARM PANEL WITH VOICE 120 VAC POWER SUPPLY. CIRCUIT BREAKER SHALL BE RED WITH LOCKED ON :4CONTRACTOR 1 TAMPER SWITCH BY OTHERS _ INSTALLED BY FIRE SPRINKLER 1 LINETYPE LEGEND SLC CIRCUIT (1-A) NAC CIRCUIT (1-N) S -BUS CIRCUIT (1-S) INITIATION CIRCUIT (1-1) SPEAKER CIRCUIT �0� (0 FACP-N1-07 110cd 0/ m REMOTE ANNUNCIATOR y (BACK VIEW) FACP-N2-06 t� ,PRR IDIPSWITCHES FACP-N1-06 FACP-N1-07 110cd 110cd 2W 2W FACP-N2-06 FACP-N2-07 30cd 110cd 1/2W 1W E.O.L. -08 FACA09 75cd 75cd 2W 2W FACP-N2-08 110cd 1W E.O.L. AT;il EVACUATION NTO EXISTING PLAZA FIRE kRM SYSTEM AS NEEDED. I I 0 e x'3/4" CONDUIT I DENTIFIED AS "FIRE ALARM CIRCUIT" T 2 D UPPRESSOR O URGE EDCO S 1 SUBSTITUTIONS L1 O OUT OUT OUT OUT OUT #12 TI TO L2 O BUILDING GROUND 1 FIRE ALARM RISER DIAGRAM SCALE: NOT TO SCALE FACP-N3-01 FACP-N3-02 FACP-N3- 3 FACP-N3-04 FACP-N3-05 FACP-N3-06 FACP-N3-07 FACP-N3-08 11 11 o • 30cd 30cd 30cd 15cd 110cd 110cd 110cd 110cd 1/2W 1/2W 1/2W 1/2W 1W 1W 1W 1W I FACP-N4-01 FACP-N4-02 FACP-N4-03 FACP-N4-04 FACP-N4-05 FACP-N4-06 FACP-N4-07 CO>— FACP-N4-08 W aq 30cd 30cd 15cd 15cd 15cd 15cd 15cd 15cd O 1/2W 1/2W 1/2W 1/4W WP WP 1/4W O U IFP-1000ECS ADRESSABLE FIRE U) NFPA 72 COMPLIANT POWER CONNECTION (3)#12 WIRE FROM DEDICATED 0 g N - ALARM PANEL WITH VOICE 120 VAC POWER SUPPLY. CIRCUIT BREAKER SHALL BE RED WITH LOCKED ON SILENT KNIGHT 5495 POWER SUPPLY AT;il EVACUATION NTO EXISTING PLAZA FIRE kRM SYSTEM AS NEEDED. I I 0 e x'3/4" CONDUIT I DENTIFIED AS "FIRE ALARM CIRCUIT" T 2 D UPPRESSOR O URGE EDCO S 1 SUBSTITUTIONS L1 O OUT OUT OUT OUT OUT #12 TI TO L2 O BUILDING GROUND 1 FIRE ALARM RISER DIAGRAM SCALE: NOT TO SCALE E.O.L. FACP-N2-09 110cd 1W O.L. FACP-N4-09 FACP-N4-10 FACP-N4-11 15cd 15cd 15cd 1W 1W WP WP iE-N1-01 110cd PSE -N1-02 PSE -N1-03 PSE -N1-04 110cd PSE -N1-05 PSE -N1-06 PSE -N1-07 .�.;.. 2W 110cd 110cd 110cd 110cd 75cd ii::1 1 EE 1 JUMPER • - • . . ■ ��' `'.,- 2W WP 11 11 o • U ¢ 1M vn • li�ii ag O ■ E.O.L. FACP-N2-09 110cd 1W O.L. FACP-N4-09 FACP-N4-10 FACP-N4-11 15cd 15cd 15cd 1W 1W WP WP iE-N1-01 110cd PSE -N1-02 PSE -N1-03 PSE -N1-04 110cd PSE -N1-05 PSE -N1-06 PSE -N1-07 2W 2W 110cd 110cd 110cd 110cd 75cd WP WP 1W 1W 1W 1W .J PSE -N2-01 PSE -N2-02 110cd PSE -N2-03 110cd 2W 110cd 2W WP 2W WP PSE -N2-04 110cd 1W PSE -N2-05 110cd 1W O.L. E.O.L. PSE -N2-06 PSE -N2-07 PSE -N2-08 75cd 30cd 75cd 1/2W WP GS JOB #:4901.17.00 ff� OBAL CHE Z, INC. BUILDING SYSTEMS ENGINEERING info@global-sanchez.com CA#:6237 Bradenton: 816 Manatee Ave. E, Suite 18 Bradenton, FL 34208 Phone: 941-758-2551 Tampa: 3825 Henderson Blvd., Suite 103 Tampa, FL 33629 Phone: 813-281-0001 0 00 Q WFF-wdVLLI O >_ wZaODV5w mCn W 0 p (~jM W ZoLnZ �Lu paowM3: =��MI.- M =WW?ZWowc7 awof w =�a00 0 o=iR>>=mom U�U�t—}2 rn W0cnO f— ZR /VSF •. F� Q O 0 o•; 6/2018FL,(,j 0 STATE OF <v FS;S:�C OR1�PaG�? /0MAL•E r- 00 110 CD (n z 2 ZM04 w O N 4_j W M U ¢ 1M vn P.FEIKEMA m ag O � U « v 0 o c~ Vo Q 0 ^� W z W aq W r « O O _o W 0 O U W U) 0 g N 0 00 Q WFF-wdVLLI O >_ wZaODV5w mCn W 0 p (~jM W ZoLnZ �Lu paowM3: =��MI.- M =WW?ZWowc7 awof w =�a00 0 o=iR>>=mom U�U�t—}2 rn W0cnO f— ZR /VSF •. F� Q O 0 o•; 6/2018FL,(,j 0 STATE OF <v FS;S:�C OR1�PaG�? /0MAL•E r- 00 DEVICE LEGEND Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FA801 Drawn By: Checked By: R.REYNOSO P.FEIKEMA c:) O O _o 0 0 O 0 W 0 d IL 0 0 L_ U N d o �- 04Z 0 0 Sheet Name: IRE ALARM RISER DIAGRAMS DEVICE LEGEND Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FA801 Drawn By: Checked By: R.REYNOSO P.FEIKEMA I � H X1 1 �11r$/ !r2�1 2 5; ��1,`� ;N) �� 3.6 7 ;N), 4� 5� ti) i5,7 �5 ,'5�$ 6 } 4vt L I f w ! tcc U.R.R. F5 - i N 0 8' 16' 32' SCALE: 3/32" = 1'-0" SP INKLER H DS - BASIS OF DESIGN MANUF. MODEL TYPE RESPONSE "K" ORIFICE NPT MANUFACTURER SPRK ID # TEMP. FINI SYMBOL COMMENTS TYCO RF -II CONCEALED PENDENT QUICK 5.6 TY3531 155°F WHI +� TYCO TY -FRB UPRIGHT QUICK 5.6 S TY313 155°F BRAS ® STAND D SPACING -POSITION DEFLECTOR 1" MIN. TO 12" MAX BELOW TOP OF STEEL WITH HEAD GUARD. TYCO EC -11 UPRIGHT QUICK 11.2 TY5137 200°F BRAS Q MAX S CING FOR EC UPRIGHT HEADS NOT TO EXCEED 18'-0" x 18'-0" - POSITION DEFLECTOR 9" BELOW TOP OF STEEL. AT OPEN CEILING AREAS, MAINTAIN CONSISTENT INSTALLATION - OFFSET FROM THE JOIST AND MOUNTING HEIGHT FROM THE ROOF DECK. TYCO TY -FRB UPRIGHT QUICK 5.6 o_ w W TY313 155°F BRAS Q 00 TYCO TY -FRB RECESSED PENDENT QUICK 5.6 TY323 200°F POLY ITE INSTAL IN "WET' AREAS TYCO TY -FRB UPRIGHT QUICK 5.6 M TY313 200'F NICKEL T FLON ® POOL UIPTMENT & STORAGE TYCO RF -II CONCEALED PENDENT QUICK 5.6 U TY3531 155°F PAINT?D ® AT WO CEILINGS. FACTORY FINISH HEADS TO MATCH PPG 1076-5 "LOCOMOTION". COORDINATE FINAL LOCATION OF HEADS IN FIELD TO INSTALL CENTERED ON AN INDIVIDUAL BOARD. LAYOUT IN SYMMETRICAL LAYOUT. o 0 a TOT 260+/ - PROVIDE CABINETS, SPARE HEADS & HEAD WRENCHES FOR EACH HEAD TYPE PER NFPA 13 - EXCLUDING DRY PENDENTS AND DRY SIDEWALLS NOTE: L FIRE SUPPRESSION HEADS MOUNTED IN LAY -IN CEILING TILES SHALL BE MOUNTED IN THE 2'x2' PORTION OF THE "SECOND LOOK" CEILING TILE. THE SPRINKLER HEAD COUNT SHOWN ON THIS PLAN SHALL BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY THE CONTRACTOR. ANY DISCREPANCY SHALL IMMEDIATELY BROUGHTIO THE ENGINEER'S ATTENTION ) KEY NOTE DENOTED BY THIS SYMBOL. SEE PLAN. KEYED (VOTE LEGEIVD� NEW 6" FIRE SPRINKLER SYSTEM RISER LOCATION FED BY AN EXISTING PIPE EXTENSION FROM AN EXISTING FIRE RISER. REFER TO SHEET FS4.1. UPRIGHT FIRE SPRINKLER HEADS TO BE INSTALLED IN BASKETBALL COURT W/ HEAD GUARDS. LINES TO BE INSTALLED ALONG JOISTS AS SHOWN. COPPER PIPING SHALL BE INSTALLED ABOVE POOL AREA. INDICATED AS DASHED LINES INSTALL EXPOSED FIRE SPRINKLER LINES TIGHT TO JOIST IN OPEN GYM AREA. NON-COMBUSTIBLE EXTERIOR CANOPY NOT USED FOR STORAGE. SPRINKLERS MAY BE OMITTED FROM THIS AREA IN ACCORDANCE WITH NFPA-13, SECTION 8. 15.7 (2010 EDITION). CEILING FAN NOT AN OBSTRUCTION TO FIRE SPRINKLER DISCHARGE PER NFPA-13, SECTION 8.6.5 (2010 EDITION). INSTALL DIELECTRIC COUPLING. EXISTING PIPE EXTENSION INSTALLED TIGHT TO UNDERSIDE OF BAR JOIST AS PER ARCHITECTURAL (FIRST FLOOR PLAN - SHEET A-2.1). NEW FIRE SPRINKLER MAIN. EXISTING FIRE RISER LOCATION. CONTRACTOR TO VERIFY EXISTING HEAD SPACING AT DEMISING WALL. ADD HEADS ACCORDINGLY NEEDED FOR ADEQUATE PROTECTION. MODIFY EXISTING PIPE LAYOUT IF NEEDED FOR CODE COMPLIANCE. CONTRACTOR TO RELOCATE MAIN OUT OF ELECTRICAL ROOM IF WITHIN PANEL CLEARANCE'S NOTE: THE PIPE ROUTING SHOWN ON PLAN SHALL BE ILLOWED BY THE FIRE SPRINKLER CONTRACTOR FOR THE SHOP DRAWINGS. PIPING LEGENDI SOLID LINE REPRESENTS NEW PIPING TO BE ADDED. SEE PLAN FOR SIZES. — — — _ — — DASHED LINE REPRESENTS EXISTING PIPING TO REMAIN. SEE PLAN FOR SIZES. — — ♦ — — — EXISTING OUTLET LOCATION — — — — — PLUGGED HEAD OUTLET LOCATION. THICKER DASHED LINE REPRESENTS COPPER PIPING -{B.2 X8.1 AA.6 r- �A.4 GS JOB #:4901.17.00 OBAL NCHEZ, INC. BUILDING SYSTEMS ENGINEERING info@global-sanchez.com CA#:6237 Bradenton: 816 Manatee Ave. E, Suite 18 Bradenton, FL 34208 Phone: 941-758-2551 Tampa: 3825 Henderson Blvd., Suite 103 Tampa, FL 33629 Phone: 813-281-0001 w w J O 0 O �wZ Q w W a U 0 >_ w w W a0O =p U W m01 --MW U) N= W P S Q WW a= Of L9 = Q W Z Z W O W W It W a C w= W a- 0 p WuU) a�Z W��U 00w=wWQWW UDM =->>=mOH ��aUO�� M A. SF Q \CE SF . 9l 14 2 018 s OR �.�ONAL•E 0 N OO 0 00 C3f N 0 0 am w 0 0 .Q U CA 0 Pi Sheet Name: FIRE SPRINKLER FLOOR PLAN to W N Issue Date: 170264 S Z N FSm4el Drawn By: Checked By: r0 M.SEGAL +� C g � S OO U « 0c � N � o_ w W 00 n� W r M « O M LLI M U L0 U w 8 o 0 a w w J O 0 O �wZ Q w W a U 0 >_ w w W a0O =p U W m01 --MW U) N= W P S Q WW a= Of L9 = Q W Z Z W O W W It W a C w= W a- 0 p WuU) a�Z W��U 00w=wWQWW UDM =->>=mOH ��aUO�� M A. SF Q \CE SF . 9l 14 2 018 s OR �.�ONAL•E 0 N OO 0 00 C3f N 0 0 am w 0 0 .Q U CA 0 Pi Sheet Name: FIRE SPRINKLER FLOOR PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FSm4el Drawn By: Checked By: A.CASTRO M.SEGAL HT A NOSE& SOLID BLOCKING IV2" X 20GAA 0 81-011 O.C., TYP. STRAP BRACING * EA. LINE OF: STRAPPING USE SAME cn SIZE 4 C%4UGE TRACK STEEL STUD THE STEEL NETWORK AS SCHEDULED 120 GENERAL LT. GA METAL STUD "55150" BRIDGE BAR VERTICAL STUDS MTL. STUD STEEL STUD PER SECTION, TYP. (OR APPROVED EQUAL)I& CONTENTS OF THIS SUBMITTAL SHOW THE INTENDED APPLICATION OF COLD-FORMED FRAMING TS. FRAMINGSTUD TO 15E FULLY ERECTOR 16 TO REFER TO THE PROJECT CONTRACT DOCUMENTS FOR ADDITIONAL CONSTRUCTION ASSEMBLY REQUIREMENTS. SEATED TIGHT TO TRACK WED, TYP. 1011 or DIMENSIONS SHOWN HEREIN HAVE BEEN DETERMINED PER THE CONTRACT DOCUMENTS AND ARE FOR DESIGN FRO REFERENCE SCHEDULED FASTENER ONLY. ALL CONDITIONS SMALL BE FIELD VERIFIED PRIOR TO ERECTION. * TRACK TERMINATION. x PROVIDE I" MIN. EDGE 001, DISTANCE, TYP. L= THIS SUBMITTAL 16 ALSO SUBJECT TO THE REVIEW AND CONCEPTUAL APPROVAL OF THE PROJECT ENGINEER AND/OR 0-4 CONT. ONT. ARCHITECT PRIOR TO ERECTION. TRACK TRACK : LOA ADEQUACY OF: THE PRIMARY STRUCTURE FOR LOADS IMPOSED BY THE COLD-FORMED FRAMINGSYSTEM 18 THE RESPONSIBILITY OF THE ENGINEER OF RECORD. NOTESCHEDULED LATERAL BRACING To BE VERTICAL STUDS LQk THE CONNECTIONS AND LIGHT GAUGE STEEL C421PONENTS DEPICTED HAVE BEEN SIZED AND DETAILED TO SUPPORT THE p p U PROVIDED * 51-0" O.C. IF CONT. SHEATHING 16 NOT 0000� x CLADDING AND TRANSMIT GRAVITY AND WIND LOADS INTO THE MAIN BUILDING STRUCTURE. THE STRUCTURAL ADEQUACY 00.00 AND APPROPRIATENESS OF: THE CLADDING AND THE CONNECTION OF: THE CLADDING t0 THE LIGHT GAUGE STRUCTURE HAVE wit l _j APPLIED TO BOTH STRAPPING SCFMUJEI:> TO BLOCKING 2 NOT BEEN CONSIDERED AND ARE TO BE INSTALLED PER MANUFACTURER. 2§FLANGES OF A STUD, W/ (3) MO SCREWS EA SIDE. FASTEN TYPICALLY (UNLESS NOTED EA INTERSECTION W/ (1) 010 SCREW I&k THE STRUCTURAL SYSTEM SHOUN AND DETAILED WAS BEEN DESIGNED IN ACCORDANCE WITH THE AISI COLD-FORMED OR DETAILED OTHERWISE) 0000 4 STEEL DESIGN MANUAL. THE DESIGN WIND PRESSURES ARE BASED ON ASCE 1-10 AS REFERENCED BY THE FLORDIA x CONT. TRACK 010 TEK SCREW AT — 010 TEK SCREW AT BUILDING CODE - 2010 EDITION WITH ULTIMATE WIND VELOCITY = 140 M.P.N. l3-SEC. GUST), EXPOSURE CATEGORY "C". RISK PER SECTION, BOTH SIDES. PROVIDE BOTH SIDES. PROVIDE CATEGORY 11 ryr. (2) 010 TEKS WHERE (2)'10 TEK8 WHERE 5RIDGE 5AR 5RACING 5TRAF 5RAGINGz OPTION NOTED ON DRAWING. NOTED ON DRAU11W.S. 2AW INSTALLATION 2& ALL FRAMING COMPONENTS SMALL BE CUT SQUARELY FOR ATTACHMENTS TO PERPENDICULAR MEMBERS OR AS TYPICAL FASTENER PER REQUIRED FOR AN ANGULAR PIT AGAINST ABUTTING MEMBERS. MEMBERS SMALL BE WELD POSITIVELY IN PLACE UNTIL SECTION. FASTEN WITHIN 2" PROPERLY FASTENED. OF: STUD, TYP. (U.N.O-) TYPICAL 5TUD T ,91 2 COMPLETELY STABILIZED.1 11111'N�T-T-PICAL S TUID LATERAL 51RACING DETAIL TEMPORARY BRACING SMALL BE PROVIDED BY THE FRAMING CONTRACTOR AND REMAIN IN PLACE UNTIL WOW 16 TRAC< 5PL I CE DETAIL� K2NTRACK CONNECTION5. /111011111111111111 3 291 ALL FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING. TORCH CUTTING OF: COLD-FORMED MEMBERS 16 SCALE- N.T.S. SCALE: N.T.S. SCALE: N.T.S. UNACCEPTABLE. 1�1 110 1.0 2AA NO SPLICING IN STUDS, JOISTS, OR OTHER LOAD CARRYING MEMBERS MAY BE MADE WITHOUT PRIOR ENGINEERING REVIEW AND SPECIFIC DETAILS FOR ANY SUCH SPLICE(b) 300 CONNECTIONS 90 TEK - INDICATES BUILDER 010-16, 012 TEK - INDICATES BUILDEX •012-24 wl SWEET METAL SCREWS OF LENGTH ADEQUATE 4 3626162-54 MIL MTL. BRACE TO FULLY ENGAGE ALL MEMBERS BEING FASTENED. MINIMUM SCREW SPACING AND EDGE DISTANCE SMALL NOT BE LESS STUD wl 4-010 TEK SCREWS THAN 3 x DIAMETER OF SCREW. (GRABBER HEX. HEADED DRIVALL SELF DRILLING SCREW 15 ACCEPTABLE ALTERNATE.) INTO STUD WEB V A 6" MAX. all SCREW DRILL POINT RECIUIREMENTS- 10 01 MATERIAL CAPACITY 0018" TO 00W" &WT125-54 MIL CONT. OWT125-43 MIL CONT. 02 MATERIAL CAPACITY 0.0361, TO 0.100" TRACK w/ 4-90 TEK TRACK w/ 4-010 TEK STL. COLUMN BY OTHERS SCREWS INTO STUDS AS SCREWS INTO STUDS AS 03 MATERIAL CAPACITY 0.036" TO 0.115" ED 2 9 RS 04 MATERIAL CAPACITY 0.125" TO 025" SHOWN 0 60 SHOWN * 6" SPACING OZ. MAX. SPACING 4A 45 MATERIAL CAPACITY 0.12511 TO 0-1100" O.C. MAX. 3" J= PA.F. - INDICATES SPECIFIED + POWDER ACTUATED FASTENER USE MINIMUM SPACING OF 3" AND EDGE DISTANCE Or 4-W TEK SCREWS .) USE MINIMUM SPACING OF IV2" WHEN FASTENING TO CONCRETE OR MASONRY (UXO.) AND A 11/4" MIN. EMBEDMENT DEPTH (UND U BACK-TO-BACK CONNECTION AND EDGE DISTANCE OF: V20 WHEN FASTENING TO STEEL (UND-) POINT OF: FASTENER TO BE DRIVEN COMPLETELY THROUGH ED STEEL OR HAVE MINIMUM t12" PENETRATION. OWS162 -54 MIL 8008162-43 MIL PROVIDE 2-010 TEK SCREWS 6006162-54 MIL MTL. STUD — ............................ Ua TAPCON - INDICATES SPECIFIED # IBUILDEX TAPCON MASONRY SCREWS INSTALLED PER MANUFACTURERS CONT. MTL. STUD C0NT. MTL. STUD INTO EACH STUD FLANGE lu RECOMMENDATIONS w/ 11/4 " MINIMUM PENETRATION INTO CONCRETE BLOCK OR I" MINIMUM EMBEDMENT INTO 30M PSI OF LT. GA BOX BEAM In STUDS ED CONCRETE. USE MINIMUM SCREW SPACING OF 3" AND MINIMUM EDGE DISTANCE OF: 2" (UNTO.). (HILTI "KWIK-CON" 19 12" LONG 6006162-54 MIL ACCEPTABLE ALTERNATE.) MTL. STUD w/ 8-010 TEK 4DO MATERIALS SCREWS INTO STUDWES I I O 6001125-54 MIL CONT. TRACK OWT125-54 MIL CONT. 8007125-43 MIL CONT. w ED TRACK w/ 4-010 TEK w/ 2-010 TEK SCREWS INTO Lit TRACK w/ 4-010 TEK 4AJ ALL LIGHT GAUGE STEEL MEMBERS 54 MIL (16 GAUGE) AND HEAVIER SMALL BE FORMED FROM STEEL CORRESPONDING EACH STUD FLANGE AND SCREWS INTO STUDS SCREWS INTO STUDS MEMBERS, WITH A TO A TYPE LISTED IN THE A.I.S.I. SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL 6-WILTI "08" PAF-s INTO STL. AS SMOUN * 6" AS SHOWN * 611 MINIMUM YIELD STRENGTH OF 50 KSI- O.C. MAX SPACING CHANNEL AS SHOWN O.C. MAX. SPACING U) THE Uj 4&Z ALL LIGHT GAUGE STEEL MEMBERS 43 MIL (Is GAUGE) AND LIGHTER SMALL BE FORMED FROM STEEL MEETINGBOX IXAM 115-101 BMT125-54 MIL MTL. TRACK BOX BEAM ORB-211 PROVIDE 6-HILTI "DS CRITERIA AS LISTED ABOVE, WITH A MINIMUM YIELD STRENGTH OF 33 KSI UNLESS NOTED OTHERWISE. PAFs THROUGH LT. GA w 4A3 ALL FRAMING PRODUCTS SMALL BE FORMED FROM STEEL POSSESSING A G-60 ZINC COATING CORRESPONDING TO THE TRACK INTO STL. COLUMN AS SHOWN < w MINIMUM REQUIREMENTS OF ASTM A653. 00 z It 4j2A ALL STEEL FRAMING MEMBERS SMALL BE OF THE TYPE, SIZE AND GAUGE AS SHOWN ON THE PLANS AND SHALL BE 4— 0 00 ENGINEERS WRITTEN A 2" 210 MANUFACTURED BY A SOMA APPROVED MANUFACTURER. NO SUBSTITUTIONS ALLOWED WITHOUT 0 L STL. CHANNEL BY OTHERS LT, GA. 5OX 5EAM5 APPROVAL. 0 z z 0 00 SCALE: 3" V-0" U) Uj C', SECTION A-A M 1.�(./ 00 r4 CONNECTION DETAIL (o LT. GA. HEADSR CONNECTION. < < U U 111 SCALE: 3" V-0" SCALE: 3" V-0" M 51./r ; H ;f 6.* 1�1 51.0 _j LU L� Ln U Digitally signed by Robert L Plowfield EL (0 ;1 U Z DN: cn=Robert L Plowfield, c=US, 0 t' L'�, .,.-I r- z tn 0 o=ldenTrust ACES Unaffiliated Individual, emai1=bob@plowfieldandassociates.com 0 Reason: This item has been electronically _j _j signed and sealed by Robert L. Plowfield, Jr., P.E. using a digital signature. Printed MTL. DECK 15Y OTHERS DOCT125-33 MIL CONT. TRACK w/ 1-190 copies of this document are not considered _j TEK samw INTO EAI,-w STUD r-LAw_iE signed and sealed and the signature must be verified on any electronic copies. ........... -05'00' Date: 2018.02.13 13:07:04 P1 0 BAR JOIST -ERS BY OTHERS V iv �-Ir, -394759 43x3xI(b GA x3" LOWS LT. NOTE `0`�15AR JOIST GA CLIP ANGLE w/ PROVIDE LT. GA, JAMB STUD PER BY OTHERS T1415 DETAIL •0 EACH END 01-- wi- STAT E 0 F V 4-010 TEK SCWWS INTO STUD WE EACH LT. GA BOX BEAM 15-2" A' =5 AND 2-1010 . . . ......... . .... TEK SCREWS INTO BAR JOIST BOTTOM CHORD /C) 43x3x6 GA x311 LONG 1,111fil ttt*% LT. GA CLIP ANGLE wl [_j Robert L. Phnwfieldjr., P.E. ni :M FLA�g . ...... 4-010 TEK SCREWS INTO STL. BEAM BY OTHERS No. 39759 .. ......... ............. ............ .................. ............ ............ . _j ... ....... ..... STUD WEB AND 2-W .. . ....... A .... ....... ....... W_4 M. i "M TEK SCREWS INTO BAR ............ 1.k fl; 1.*, � i V ..... .... . kp: I JOIST BOTTOM CHORD ....... ....... 4-010 TEK SCREWS • 6006162-43 MIL MTL STUD 0 EACH JAMB STUD ... . . .......... . .. ............. .... .. .................. .................. . ............. . . ...................... . ... IBACK-TO-BACK .......... ...... . ........ - ............................ n ..................... .................... ............ .......... . . . ........... ........................... .... ............. .................. . . ............. .......... P"t 800T125-54 MIL CONT. TRACK LT. GA TRACK— CONNECTION -010 TEK SCREW INTO EACH w/ I �—STIFFCLIP AL600 wl PER DETAIL BMT125-54 MIL CONT. 4 STUD FLANGGE AND I-HILTI "DO" 4-010 TEK wwwo INTO TRACK w/ I-010 TEK SCREW -2 -010 M LT. • GA BOX BEAM "5 LT. GA STUD AND 4 •••INTO EACH STUD FLANGE • EACH VERT STUD TEK SCREWS INTO LT. PER DETAIL "54161.0" 6" OZ. MAX SPACING STIFFCLIP ALWO w/ rp-012 TEK SCREWS ..................... •GA. HEADER EACH INTO STUD WEB AND 6-012 TEK SCREWS ............. ...... ....... ........................ ...... .......................... ....... ND OF SIDE OF EACH E N. 6005162 S4'MIL**" INTO LT. GA BOX BEAM MTL. STUD EACH LT. GA HEADER 2'-0" MAX BOM300-54 MIL 161, O.C. CONT. STUD BMT125-54 MIL CONT. LT. GA TRACK HATCH OPEIN INC TRACK w/ I-010 TEK SCREW PER DETAIL SECTION A-A INTO EACH STUD FLANGE AND 2-010 TEK SCREWS .4 LT. GA JAMB STUD PER SECTION A-A 310M INTO LT. GA BOX BEAM • 006162-54 MIL A EACH VERT. STUD CONT. MTL. STUD 5. toted 'a1111'iKe W. ...... ....... ........... ................................. ....... .......... . . . ........................ ...... ...... Al A (01nt*tMfiW6 i�.' 6 600T125-54 MIL wi LT. GA BOX GONG. SLAB BMT125-54 MIL CONT. TRACK w/ 2-010 TEK 1%'* f& lot BEAM "54' PER CONT. TRACK w/ I LT. GA TRACK BY OTHERS DETAIL "SAIS1.0" SCREWS IWO EAC$4 STUD FLANGE AND TEK SCRIEW INTO NOTE I 2-WILTI KWIK-CON 11+ 1/411# CONC. SCREWS JOB NO. PER DETAIL 11128 EACH STUD FLANGE •* SEE DETAIL %ftlOI-0" FOR r INTO CONC. w/ ft" MIN. EMBED. DEPTH 6" O.C. MAX SPACING bli LT. GA. BOX BEAMyy� —LT. GA STUDS, near, owe. ft comadw ow av ~0 CONNECTION DETAIL 0* DRAWN BY: MWW SECTION A-A PER DETAIL 'w aw appmw 00 V0,ftw 40* ffeft, Mft Tft ftftys ftm MOO CHEMED BY. NLG S a cwvowt w APPROYEL; JW RLP 2 L T. K'9 GA. JAM5 STUID DETAIL SCALE: 3/4" V-0" DATE: 21SAD S HATCH OFENINr..3 FRAMING 51-0 I L T. GA. HEADER DETAIL w__ I SHEEP r SCALE: I" - V-0" INM I.0 SCALE: 3/4" - 11-0u 1-0 REFERENCE ARCH. DETAIL "4/A-5Jw PERMIT #_E? loom" 1000� 10e, �,.� 00 I 3 , tA. PARAPET EL: 35'-5" AFF. -{ y A 600TI25-43 MIL I CONT. TRACK w/ 1-010 IN TEK SCREW INTO s, 5i EACH STUD FLANGE `' s, x t: \ WORKING POINT ''`' • \ EL: 33'-0" AFF. »»»» » !`.»,...._.......... », 1r1�� \ • V : «., 4-010 TEK SCREWS W \ �'<3., 6+m08162-54 MIL MtL. w BACK-TO-BACK \ \`45... STUD • EACH PAIR 1� CONNECTION, TYP. y \ \ >::. OF 1/ERt. STUDS \ \', \ \6/, \ �"':,.I 6005162-54 MIL \ \t`'"` MTL. STUD • I6" O:C. s \;;., \ • \ \' ;. \ \.5;, :• :' .._. :' ' s' ' \\ \�`2x2x1 \ x, 8 GA. CONT. LT. E 3 \ GA. ANGLE w/ I-010 i krr syr i \ ,.. .-.. ..... ry 1111.. _1111.,..... 1111 ....... ...................._.,,.. .11.11 » , ,. ,. »._................................................_...................._... ,.,,,,........,... K fir: " ., ' E' •.3/ .. 1111.. 1111 ,,,__................... ,,,..,.............,.,,,,,, ._„ '' 1111, / 1111... ,._,_.,,__................ ,,. ,,,,,..,,,.,,,.,.....,,...... _1111 9 \ 1=ACN STUD FLANGE 1 � `r 2. 2 1111 1111 1111 1111 1111, _f 1111 1111. 1111 , 1111». ,. „ „ 111:1 ,::, °y".... \ \ 600T125-43 MIL CONT, IJk.�F�GING POINT \ • b 1 TRACK w/ I-010 TEK _......... 81_2u M SCREW INTO EACH - EL 2 AFF. % .. ... STUD FLANGE £ f 60MI62-54 MIL MTL. \ N SCUD EACH l 1111. .,...... 1111.:. .. ........... .. ........... .. ........... 1111 .. .. 1111 .. ... ............. ................ .............. ........... .. ....>...... .. ........... .. S , 1111.. »1111 .. _1111 VERT 8TU0 „ 1111,, , .. .. IL l 1111 _1;111, � — — — — — •—• _ ,; .» u 1 ; �, f ., ,. ... 1111 £• 4-01® TEK SCREWS ` * BACK-TO-BACK 1' \ A€ �'`+ i ; CONNECTIONS i» ; f 6-010 \ 1 €1: S TEK SCREWS O I •BACK-TO-BACK 6 -01® TEK SCREWS s ' ' • £ : CONNECTION 600T125-54 MIL CONT. .11 ° I : 1 1 * BACK-TO-BACK TRACK w/ i-010 TEK BTIFFCLIP AL600 w/ 4-012 TEK # I \ \ ,, CONNECTION ` SCREWS INTO STUD WEB ...,.,....___._.,,..._,.,._..,._....................._,,,,,,,,_,_,........__.._...._,,,..,.............................,,,,..,,,_,,,,,,,,,,,._, 3626162-54 MIL MTL. SG W INT , iQE O EACH s � `� i x€ AND 3-HILTI KWIK-CON II+ : STUD • EACH PAIR I x gF _........-.------..-. _.......................... tUD LANCE %, ,. 1�4„� CONC _ • E 1 f N O OF S S _ 1 £ *. i I ALL ; _ VERT. tUD I 6008162 54 MI Mt -<..-. ... L L 8 AGH S . � TUO i I NOTE: : SCREWS t 1 : �, 5 I MAX I :1 a R3., s ................_,,....................._,,,_.,_,........... 1111..._ .... ..............._._. f ;, s . , : y:. CsROUtED CMU w/ 4 _1111. _,,...,,,,... ' - _. ;1 5 • ,,,,1111..._,.,»._.....,..., ' ” M # - CMU WALL 01 11 f hi4 N. EMBED. DEPTH 1 i — •'. PAIR OF VERT STUDS. 8 i 1111 BPAC NG W tH N BE FULL LENGTH t0 : f OUTSIDE OF HATCH OPENING _1111._.. _ _......................_......._...__.................................. i I I 1 9b O f J r ,a. s^ o-:.�s :', : , ; ; " fs; s..............._........_.,,......,.....,..,.,....,...............................................................................,,,,,,,,,•_......,,,,_... is .. _._......................_.. .......,.,, 1111,,»,,......._,,,,, ,,,,,,,,,,, ,, ,,;f ,,, -:, „ ,, 1111, - . ,,,,,,,..., 1111,, • • • • 11.........1...._..1 1''. ................. 1111 ,....„,}, 1111.. 1111_.. .. ,, _. ............ . .......... .. ....,...... .. .........., .. ... .,...,..... .._ 1111.. . ........... .. ........... .. ......_... ........ r 5 ........... 1111. 1111. F5 ......... .......................... 1111 1111. ".1 1111' ,.. �r/_l 1111.. .. y y.. , ,: _ ......................__...... ,.,.._.......................,_,.....,..............................._._...••,,,_,,,.......,...... • ♦ • • ,,. ,. , $. , S. , S i ; , f s S ... ... 1111.. 1111.. 1111.. _% 1111 1111.. 1111.. 1111.. 1111.. 1111.. ... 1111... 1111., 1111... 1111.. 1111.. 1111... 1111.. 1111.,. 1111.. 1111.. 1111... 1111.. 1111... 1111.. ............. .. 1111 ._......,, ,.,,....... _. 1111. _ 1111.. S I......,,» s s. ... ' .. 1111 t 1111 , I ., :.: ' //:, 1 : .3.._.. 1 ......11. ...,._........................ „ .,,.,,,,................................,,..,.....,......................._.,, + / ., 1,. _ _ 600 125 5 IL GONt. TRAGC _ y W 5 S AM Y t , : ;. :; s r • I '„.. I a : f , ; ,.: ; ' W/ 1010 TEK SG W INTO ACH , t HERS `__.............._.............__.... , ......... f ,. 11__11... _ . _...._......._.._........._............._........_ _ _.._._........_._ STIFFC I - »1111 .»..». 1111.» ,rc .rc, .:,. , rc,»„ y %, L P AL600 w/ 4 0� F... I : ; u / ;s ;: LANCE AND L » .., : : ,.. ; ' STUD F 1 HI TI f ; y Y Y •r ,. , y j>::- . , /. , ; : , zk5x , r s .,/ .,1 . , ..i ,, . /,/ iN s / / N / -- :S, :f %. , . '. f, s%:r"1: Fi. %,n}/r. ,.ei/'w 1 .G,,, r .. ,:..Grb:»..aR .,if` ... r' 4d; i /: r s : s TE WS NTO 8 1111 ..: r r ., . ,: :, ./., TUD a s . .................. _. .................,15f, / r ,», : 1111 » 1l „ ,,» / , _ , .,, s »,,, ..»»1111 a 1 KWIK CON II+ y4 o GONG. SCREW fr a.... ,;», .»..,,,,, 1111 » »..»„`,,,,,»::::..-„»,,,,,.............,,, » ».,,..,., »%;,;, »„», WEB AND 3-HILTI S' .,,»,»_..,,.,,,..,.,», D % ...............I.-...................... ............ :; s ` � :. INTO CMU WALL w/ f3 ” MIN. O ”' a,: AFa INT T <, 4 _............... ................... . i —" P O S L. BEAM ,Y DEPTH • EACH HORIZ. STUD _ `r % ; 1111 _. f 600TI25 43 MI CONT. L i i t I ..z... s,i,..v I �;, ......_......................_...._...................._...... >'; £ ,.. �.: 1111, 1111. E•. . , TRACK w/ 1 MO TEK _ ., ... , . /. . . ,, .., ... /rr , s ............... .3,`ol..x...,. .,. fir, r,l. i<"'�s. rr,:.,. ,y5:- r. .. t.. r ww O . . .. .. ... : .. . ,....,_..............................z..,,,,,,r,..................,................ s ;'1 s .y ., ;:/,%1111... r .. ..r, / „ 1i "r' .: s ........................................ „ ,,,,,,....,,, , ,iii, :1111 ,. di ,R,..,.. , ,, 1 ..:, ..S , e .,, i' S..f :,. : Z ,:'O% / /uj 1111,,»»1111. ,:..».., ..1»111. 3 1111. _,,,,,,,,,,,,,,,,_......... .., .............11_11 i rl ;1 I r i SCREW INTO EACH S�� cJ' ��i ........._...............<..•,.,.,,.,..,., ,1111. .. DPP. , 11.11, / / STUD FL ,,,t :.,... ,. �, /; , ; .., . . . . ANGE f 1 , �. li ..'. ..�,...i..lf. , / w.. 1111. ... 1111.. .» / x. »......_................._,......................... // Y r ,,.,,»/i i„ / r.;y y,., AND .. .. ..............................._... .:. ;:...., .,.,,.............., ,,................................ „ s / 1511,,»:,i, ...,.:,,..,. - r. ,zr,„ ”' /t % 1 111., ,.,.:tf _,JL5 h ,S S :,�,,;r ,,.,,..,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,. : 5 , , 1111 . :, »1111.» r�3 ... »c u,r ,.:1.,:,..J / /” ,1 ,!5 nHY: ,. 1111. r,., , ,.. .:. »„ / .. 1, ?/,Si 1111. „ ,.,., ..............,.w, » „ ,S 1,1....,hC...,o,._z�.h,:,, .r . ::. ,.. ... ,. .:. 1111 : .. ,._,,........».<., 1111.. ,,,�,:,...:»„ , 1111.: '.: ,. r,: ,E'.:, ::». 1111.. ... 1111., ... ... :. , : it ' ✓::: :... ... ., l/ / '.fH,//',/ '/•' /1%.: ..,,...,.»......,,,<..., 1 .. /// // 1111 .......... ........ . :'l'. 1111. . : ......... . .;:.�: / 11 111/1' , 1111. y3r....5...... ,J , _1111.. % / / »o ,. , :, 1111. 1111. f .. ".. r wo . •w.a,., yw .., . u ,. - rc u. l l „ 1, . 1 /..: 11_11... / l :"'i:. / , : , ......... 1111..._ : .,,.,,,,.... ..................... f .Y . , . , . . : , 1111 ... ...................... ... /, . ,•if. , /. , x /1. /x x1.1.. /.. /.. Y. , < ... ..."--'-.._....... ........... i' ,:/1?,Xifssrxi,f,,ss ,.;{s„a,,:ar.., .r .r s :,s - 1 N' » ......... 1111 .............._............. ... 1111 _,............. .: s :';i.5'r / ,�, „i 1,»,,,1,»1111 , /.. „ „ I I ”" / ,,. ,, j :>.......... ... 1111 .1 ,„ 1!!,r/LU,n,,.»,,,c„»»,»,,,,v»r,,,,r»„c»»r»n..,,,,,», i,. .., 1 1` I 1 / '/ / 6008162 54 MIL MTL. y f tt. STU • AGH STU ' ..... ,1111... f D E VERT. D /. f „ :;: I . ,, : t: (� ,<; 1 ; y 6008162-54 MI MT , L L. STUD I / y /../........._.................................._...................I...I......................................................,._........................................................ IKI %:' / //:' Yii �,;, 1. ,»...,.,...,,.», »»,»,» 1111 .. li :/y '`' :: 1 / . ,/,r. : :: :'•l.? 1111,».», ,�.. ,,, ,li,:i.,I, ,,. !1111 ,, f d. 1111»»,»1111 »»,.»»,,,»».»1111,,, ,», .. . _. 1, , i , /. I ,.. x , x� , , „ 1111,» ................»»1111, .» »»..»„»»»»...,,....»...,..,,,», • ..ry ,,,1„un1 1„cs.. <. ,,, , / 1/ /5',<' y/dry 1/9' / yv /ri r rr 1�'trr,. ,J ,1s' rr. / / cs”, r la/ �, ,%:. Ib O.C. : f / �: - 4 M t _ ,< ' 1;1:11 J ✓ / ti x /"/ x 1, Jb , x r.;..,,ys.J //;.,, , x a�,.,.., 1 '; : s ;! ,/'/' f M�,.,,,,,...,. ... ,.» v . „ 1 —11- »,»..,»,,,,...,,,,,,.,,....r »,< y.,»»,.,,,...,,':,,.,,.,.w,,:y»»..»,,,.«..,.u,,,.:..,.,.,..,„,.r,,,F..,»»F.,,,,,,,,,_»�y.5 q, j-. 600TI25 5 IL CON . tR,4CK 6008162 54 / , w/ 1-010 TEK SCREW INTO EACH MTL. STUD - 1 s / W O STUD FLANGE ANO I-HILTI • 12” O:C. Y1 s y 1 Q W s 1J1 r 3 MAIN ENS A1C TOW IIIIII j� — z KWIK-CON Il+ Y4" o CONC. SCREW ' ' ' ` ''3 (� W i , ' ,' I "`" „ » y F•1„ i 600T125-54 MIL CONI. w/ 2-010 STL. BEAM BY OTHERS I ' �y, INTO CMU WALL w/ 10/4" MIN. EMBED. ' » 8 , m 'i — ( , /' Y TEK SCREW6 INTO EACH STUD v i ,h DEPTH •EACH HORIZ SCUD i 5 ✓ (^ SCALE 3/ a = 11 011 -- -- ♦' / / FLANGE AND a-HILTI KWIK-CON `/ / / 4 --------- — . . I ----------- — — —/� 1 / i N > %a 1 `S)'�' 11+ 1/ "o GONG. SC WB INT �'� O U :,,�;'y. "� :<, u ,», Y.N{f'/.N f: �..,. STIFI�CLIP AL600 w/ 4-012e'`� a - • • I ,/ , s '� ' O REFERENCE ARCH DETAIL "3/A 53" n �5 4 /: r O ....... 'J.,.,..,,,1, ,_.................._,,,.,._.,, .,:..:»1111,»»,5:r< :;,.. >.,_..,,. ,,,...:.. .,,.,.;1111,.,; ,;, .. ;1, ;. CMU WALL w/ 134 MIN. EMBED. `� G� » ' ,, ; v J W »» 6 - STUD D I 1• i 1 y, 008162 54 MIL MTL. tEK SCREWS INTO STU „ DEPTH •EACH HORIZ STUD N O '� N i ; ; * EACH VERT. STUD WEB AND 3-HILTI "DS" ' t ,hI - ,/ , / �h It I� Vr � i' s'. % / , .. 1111 ......... ! ' q1/'ii 1 1"i/Yss/ r',¢i�, : ,�%,:d✓.. ,/./. /,1r,/.,G " {/.. ,%{' .ri,,. r s ' j • .I r � PAFs INTO STL BEAM. f s I I y v - , l V O �` �"� 2x2x18 GA. CONT. i 1 I 1 ` __....__,,..,,,.. __.._. . ��1 W �� ET 's £ !,;." ' I I I y ...5 / l u1 �,; a/ y .. 1111. 1111. 1111.. .. ,..ry ,........ , , 1111 . /, I rn. , , z .. 1111,,, 1/ Lt. GA. ANGLE w/ ,? 1 I 1 ,• , _ is I 1 3 h % `5,. r d 1 rMO TEK SCREW - j/' 1 i, -. y ° � �` MT ITU05. 6�LO:C. �cd !b ,r,,, ( 1 . .. rli/i ............ ............. .. ........... ........ 111 1 1111. .. . ......_.._ ..._......_... ... 1111,.. ,...._..,... .. ........... .. 3 ".. :f i 1 ''':i /' /y • r) NTO EACH SCUD "' ' _. , , f♦ /' W � ,,: >. _ 1111._ ... ... _............. _......_._.... ;1111,, � � 1111. .. FLANtsE - %` t 1 i d 5'i i'/"; A;1Q� U ro j zj2x2x18 GA. conk. Lt. j �2 .1 8 .�. ' , a:'1111.. W 1, , y.; y . _ ...� r 1 GA. ANGLE W/ 1010 1 1., _ 1111 ........ ..................................................................... M 6008162 MI % y 1: : ; 54 LMT ,., ` ' / � i � �-+a:+��€` .,.:�`°' � I STUD• L• % >: TEK SCREW INTO 1 1 ', '"' =" -- , ,_ '� W EACH PAIR ✓/ :: ........--'---- 1111 ......................... _ 11.11 ,, < i s ....,........ ,,,,,,,, � � I!$E �i _1 "� y ACH STU F OF VERT. STUDS <k ,:, ; s f3ly./ 1.1 . : 1 1 y ;. I fr: r.. ; S _. _ .., S 1111,., 1111. 4-010 TEK SCREWS $�1� "` b�A _1111... / 9 _........._-.,,_ ................._111_1 _-.._ ,;, r (� * BAVI\-tV—BA�/1\ s Yc I 1 �g ' 1 - ,..� l % :l I I I /' s y, 4 �.�....•,...... w,�.�•.-1111.. I I % / rl % CONNECTIONS I - - 1 _,..,.,,,, _,..I........I-..... � k /, y;, � :� �+hlN�� are k •, t�[1fEHtitatlCt H �, t�f; I r, � � % .. r� n (� �q x a.+t S^1 ,, l 3; • I 1 - ss " , ; ": % �t►tt! pari of hubm __ , ,; k f /; Ittals are dot ;�rxluded I i% .;1. . AetaiiS, such as , rr�� .-+ % x f: 4-010 TEK SCREWS - ,i g _....„,,._ ..............__.._...... / , ' ,, ' ' ee+ lid[ t@IietiMb!} of the other V [� f, >.. *BACK-TO-BACK $ I _ . , , y Y i ��ttfltt�til�q IfllhuCilons for the irlstallatiotl of r.. :: Sk' O ,. bA »»y 8. ! I $ I z %> / o _ ;';;..._:7:a::f::::., �ij {lrii f �` 1 ��i•I z iM . i{ ' 4� Z f CONNECTIONS , , „---,._.._................. the rsp�naibifty of he Cor>tractor as ' ,,,4 ci ' [� ,, , I 1 / TEK tSCREW INTO EACH S G L ... , � L z Afct►l�ert's Levier► aLld approval of the C ,: �;i :. i x 1 1 , i v: / a .l� tE4 O I: J /j„5!•: % x I I /ilk s 1i ,ei.” 1q ltF�';e NK3 ItQL tLan Illed i�t „r, _1111 ___.__._ ......................._._ _ s`,., 2— lif/ �/ r lbrlhd t1eC61(gjftTFI r �. ,f AND w TEK SCREWS INTO Lt. CsA. r,4rrrih vtlnetrovalslltno+.ca�ti4rre ow�ot J G� F iy ,I I I� ♦ ,s i' i. I I /' d Ms BEAM EACH HORIZ STUD #f►y �irnnirl. . 3628162-54 MIL MTL. STUD _ _11111........_......._........_...... ,: % ,, I Ixaly ,. '/ 1 1 1 k w y, ,. hlxapra�ufr 3628162-43 MIL CONT.: �'r ”", iAe ] 0 d / ' *EACH PAIR OF VERT. 1 I 1 1 , .f v«�1 531 nlnt" y 6001125-54 MIL GONt. 1 1. %� /r I ; / aDOre�afldl� t MTL. STUD W/ 2-90 % _..........._._,_............. ./� ”' STUDS / e TEKS t0 EACH .r_' TRACK w/ 1010 TEK 1 /� /� � ' 0 '� I SCREW INTO EACH 1 .............___...........,,._ _ /;,': `' Z CROSS MEMBER, TYP. % „ £; i 1 1 ti ,3 I STUD FLANGE AND J i,/ � ,, f i 1 1 ' • ...................... ....._....... < rr / f` .... ,, 5 _'s em S, f ' y, I-HILTI KWIK-CON II+ ;•,; r;,.; _ Jar s: f % s s r 2 -010 TEK SCREWS 4 - ' o CONC. SCREW 1 _11.1...._._........__ ................ �> 5<: BACK-TO-BACK ' INTO CMU WALL w/ P411 I f :i U ` COI�IECTI I 1 /, i ,y MIN. EI"�ED. DEPTH'' ' 1 y,,; -- ' I s y. IE Jry :: ._._,,._,._,._...................-.........,,._,,...._..............................,.,_, s � ' _ a ,;,. *EACH HORIZ STUD I i I 1 f / %I:: s ; </ /, i x , 5 t�,trr jjj t : 5 rt € ,g ., /< r r jar , w * 'Lq tA. A P RA t ti. PE 1 f 1: :,......................__,_...........»,,.....,.....,..�........_.».............,....................,,.....,....,.,._,.....,..........................,..»,.,..........,.........................._...._,..,.............,...............................,.».._......,....,........»,.,,....,,.,...1...__...»............»_.»..,,,.......»,................_.....,...._µ_t�», 1»111 :..(»,,, :1,1,1,1,, : f I ,, .,.,F_.»»................».......,........,»,......,.............,..._,....,.,,...,,,.,,,.,,,,,,.....,...,.......:...........»..,..._......,....,,_....,.....,.»1111. I /.,z,: ti .Gnl.�ru/,,i,v'., ::::::::::•_., •,,,»:- - f.....w,,,,,...,,_,,,,,,,,,,,,,,,_.._,_...»,»,»,,,..,,......,,.,,,..,,,,,,,,,,...,,.... •t::: s 3 �« •.«: > _....,,....y .............._..__._......,.._, ._......._f .; -: _ :;.. -. ., �i ^^a!t . h �.; - s, ' ". j► ...:• 1111+� /`' f1' _._. STIFFCLIP AL600 w/ 4 012 TEK 6005162-54 MIL MTL. 7 'y 3 %i ',;, : . x EL: 25 -I AFF. ,*� C •, '+ �„ * 11 r CMU WALL BY OTHERS 1 dr/ /i SCREWS INTO Lt. GA. BEAM ANO / ::$, O� ', ., .,, STUD Ib O:C. <...;. ;.j; f _ 1 _ ..................................... -�; ;1' y 6005250 54 MIL .. __ . .. 1111 »„»» 1111,, ::.:' 1111/ , 'r - W t ; ; 1/ 1 , ,i'. '»;H»,»»,;;;: 5 ... �.( .y, ,. ,. , „ »,_..m,»,,,......._.........,__.,.,,.,.»,»,.,,»»,,,»,.,,,.....,1111..»....................................»,,..,.,....,,.._.._ 1 t~# 9 7 S9 r x 5, I ,, : 3-010 TEK SCREWS INTO LT. GA. <. ,,,,,,,.,.,__,,....,_,,,,,,,,,,,»................................................................»»,,.__...»»„5,.,,........» ,. _,,,»»...,...,.:.....,.,,..; , .. .• s 1 s 'v/ s it ,f,5<. z .. .,....,. 1-1,»,,,,,,,,,,,,, _,,,__,,,,,.....,.,....,,,,,,,,,,,,,.,,,,,,....,.„,,,...,,,,.,,.,,,,,»..,,.,,,, ' /� ' r s v, ••: MTL. STUD * 12 O:C. :, �:f: / _............................ __1111»,.,.,.,..,.._..,._...., :,, STUD _ ,f I /J/ l I x <. , ,Ilk r '' CC .. :; 162-54 MI MT S 111 _ ,. 1.< 6008 L L. TUO 1 1 w i . ,. r I y . STd�TE' flt= .' •• ::.1 , I 600T12 5 43 MI L CONT w;, _ O W / • _1111 _. _ __ _...._................._,.. _..._............... y . `'' W/ 1 r tCi *. �” EACH VERT. STUD ., n 5 ,t SCREW «« t��.< I: .... 1% s r s :, :. f ''., 't/X , I«►�',>�y +«S V yt `�y,�•;i►. : s i.% ty , s,: v.. 1 � 1111 .::: t } �” ♦.« '4• i ....1... : ::G .Y :: D FLANGE 0. .. . I u ,- _1111---------------.-- i, INTO EACH 6TU, r f 5`„10', ''i' 3,a:. y r / ? / t +1y'4 '. ;' :. I : : s i s x /� , ., : ,:. .:.. :,. b 1111 ,.. , ': ....;y........ ... y:y.... : E. ,. .. Y , � t .. 1111 W^,r. 'x" yX L , / y 5• h v r , ,.. .......;y... 1111, �. 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J,,, ,J / 3 „ f I v?/. ;; ;. f ,F /�,.,/: y,;,N„ yy' /. 1,;,,,a.0»sf.,»r»,'7,/,,,,,,.,».:,.6,,,1 ,,,:, ».:.. ,5,.,/,'?'wsdaa,,,,,:r.Z,,,n,-,f,,,.,,.,>wdn,N,»n�,>/,»»sn.nd,,,<,,,,,,,� ..,j,»;»;.ar,�;,,.1,,,», ,»1111, »r,,;;,'J. r<.' 5 ,. ,. r ry TI2 4 MI CONT. 600 5 5 Robert L. l L ».»......................... Pow eld r. P E. „_............................. I .I v ,., ,»»,,,,,,,,,,,,,..,,» 8 CK , z c ;,- t=msµ Cr :r / £. r s. ,. / 4 ..z.....v..v 2- K CMU Y 'h0 SG WS TE RE WALL B � ” t5 s /,, ., ie "g, % f % TRACK W/ I-el0 tEK _............. /r; » FL Re tration No. 39759 * BACK-TO-BACK ;' s% OTHERS ' '. sh ,» tx><- I ?- y EL: VARIES s •::<, 5 SCREW INTO EACH _ _.._......................................_.....' // : s i • • CONNECTION, TYP _ 3628162 54 MIL ,,�% J AI OF , MTL j . y: STUD FLANGE AND ' / z 3 I 1 is Y f' STUD • EACH P R I :. , :: • f lnk I-HILTI KWIK-CON 11+ `; d ....... ........................__.... I ', ".. , -- VERT. 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Y .,,,....., 1111... 1111 1111. ................. ... 1111.. ! »„ S i i i. , - . , „ 1111, S 1 I : H ; E _111£1.,. I NG WITHIN 9b0' DRAWNBY MWI-I STUDS * 1 OAC M ` CHECKED BY C s....................s........................: 1 s s I INC NL fs I ................ ......... ..........._...., i ; i I ; S 1 : S I f,--,,,„.,..,,,»,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,„„.,,,»,,,,,,,.,,.. € € € i PR D BY. AP ovE RLP s DATE: 2/9/18 1 LT. C�,1-�. FRAt- C I1�iC- 2 LT. GA. FRAMING � LT. GA. FRAMING Q MAIN NT AN SHEET: MS 1.1 SCALE: V2” • 1'-0” M5 I •I SCALE: 112” ■ I'-0” I I C� .� SCALE: I" • 1'-0" REFERENCE ARGI-I. pETAIL "1/A-53" REFERENCE ARCH. pETAIL "2/A-5.2" �,J REFERENCE ARCH. DETAIL "I/A-5.2" • 600T125-33 MIL CONT. i5;_:'' 362TI25-33 MIL CONT. TRACK w/ I-010 TEK SCREW SCREW INTO EACH STUD 362TI25-33 MIL CONT.— FLANGE AND 2-010 TEK CONC. TRACK w/ 1-010 TEK "r • STUD D F LANCE • TRACK w/ I -h0 TEK --M rr ' SCREW INTO EACH STUD 6008162-33 MIL MTL. SCREW INTO EACH STUD II I W I• I s I' y- FLANGE AND 2-SAMMY STUD • 16" O.C. FLANGE AND 2-SAMMIY I MTL. STUD • FLANGE X -PRESS "XP200" MTL. DECK ABOVE • I i HOSTUDS IQ Z TUD X -PRESS "XP200" 462TI25-33 MIL. CONT. TRACK w/ 1-410 TEK ANCHORS INTO LOWER STUD FLANGE ANCHORS INTO LOWER ff FLUTE OF METAL DECK • FLUTE OF METAL DECK • f k S 5 EACH VERT. STUD f EACH VERt. STUD f .. . rrY`%. 3628162-33 MIL rr 1^' • / Y Yrrx i,"•'.r:f r /t i. ;r<r, f t", .rj• :5w..ar ::r: Z+�r/�,.:(.:2 �., Y'%r/:/-�•! '•zg., ra3r 4 s•i/t.i.. ir,. r.r1s.. .Y 5!. :• Cr. / { Yr . r ) rCr> ') r.J. 1., /�.!!:`�%r ' r...f /., . ,.i .,f { � { rr<rrr•! r r:`7ks.4i:sr..:,.:G.:s.;,�.,»„i,,,.>i.,:..,u,::>i,:..>,t� `7..>::�S.:;Xr.,:. , :-: :rr::.r:.f .,yr.:< r <'z i� {./.. ,.< { ) tr. ..� .,,e::..:f..,..,!.;S.e::.3�.�,,.>�:,..r.,,:xri::.::,e o. r ,:..:s:2.:,: >s::..�.::. ./ }/ �r : 1 r '/ rfy y r •j{.. .�r/ !%:)! .,..o,...S.e:.. s..✓.»,.u,,, .s,r..:,.>Y..::.e:✓,,.,:>: ;�:iVr..::� ....,u:,.:usL:,,,,.r.,..>,c. . Z SCREWS • • O BACK-TO-BACK U I mm' CONNECTION, P�'�� irk I 1 1 I I I -I No 39759 • _ • • M y � t. ri rhe �•d("{ �: esu s u 5 iY . " 10 Q g"."" `..1 r r^, f�,�� Ay � iti•" Robert L. Plowfield, Jr., P.E. FL Registration No. 39759 "A I I CMU WALL f .. B HERS f- , ,> s _. I i 1 I I ;...SH . I .,..,, �..;. , . �., ., �,. -.., Y. I 1 r I li _ X.f ,,. ..,.5, I lai 6007125-33 MIL DONT. 3 Y I I 1; 1'RAGC w/ I-90 TEK __.:.: „.............._. I I € SCREW INTO EACH STUD 42X2X20 GA. f f I I > FLANGE AND 2-«10 TEK CONT. LT. GA. SCREWS INTO EACH ANGLE w/I-*10 I 1 VERT. STUD FLANGE • TEK SCREW ' EACH VERT. STUD INTO EACH f I I STUD FLANGE 3626162-33 ' r ' ' = MIL MTL. STUD • EACH PAIR :. • or -VERT. STUDS 5 4-010 TEK SCREWS • BACK-TO-BACK 362T125-33 MIL CONT. TRACK w/ CONNECTION, TYP. 1-0I0 TEK SCREW INTO EACH STUD 4-010 TEK SCREWS • 42X2X20 GA. CONT. LT. GA. FLANGE AND 1-HILTI KWIK-CON 11+ BACK-TO-BACK ANGLE wA-q0 TEK SCREW t/4” CONNECTION, TYP. INTO EACH STUD FLANGE 3628162-33 MIL MTL. —J 0 CONC. SCREW INTO CMU WALL w/ P/4" MIN. EMBED. DEPTH STUD • EACH PAIR OF • EACH HORIZ STUD VERT. STUDS 600T125-33 MIL CONT. i5;_:'' TTRACK w/ 1-%V TEK TRACK w/ I-010 TEK SCREW SCREW INTO EACH STUD WALL t - FLANGE AND 2-010 TEK CONC. SCREWS INTO EACH "r • STUD D F LANCE • d I I I I s I I rr ' 6006162-334%"MFTL:. _ ........ STUD • 16" O.C. -------------------- L ------------------- )LT. GA. CEILING FRAMING g POOL. SCALE: 3/4" " I'-0" REFERENCE ARCH. DETAIL "2/A-13" VTI AC/.V 7i .ITV1t ft7 Ir111 /'•rl►It 3 C )LT. GA. CEILING FRAMING ML+ 1.2 SCALES I" . I'-0" �J REFERENCE ARCH. DETAIL "I/A-15" MTL. DECK BY OTHERS 5 ti F �- --------- STIFFGLIP AL362 w/ 4-012 TEK SCREWS INTO STUD WEB AND 3-HILTI KWIK-CON II+ '/4"0 CONC. SCREWS INTO CMU WALL w/ P/4" MIN. EMBED DEPTH 3625162-33 MIL MTL. STUD • 16" O.C. 4.i CMU WALL BY OTHERS 362TI25-33 MIL CONT. TRACK w/ I -MV TEK SCREW INTO EACH STUD FLANGE AND 2-HILTI KWIK-CON Il+ 1/4" 0 CONC. SCREWS INTO CMU WALL w/ P/4" MIN. EMBED. DEPTH • EACH HORIZ STUD £ _.................... CMU WALL - BY OTHERS 362TI25-33 MIL CONT. TRACK w/ 1-010 TEK SCREW INTO EACH STUD FLANGE AND 2-14ILTI KWIK-CON Ii+ 1/4" 0 CONC. SCREWS INTO CMU WALL w/ 14/4" MIN. EMBED. DEPTH • EACH HORIZ STUD 3626162-33 MIL MTL. STUD • 16" O.G. 362T125-33 MIL GOVT. TRACK w/ 1-90 TEK SCREW INTO EACH STUD FLANGE AND 2-SAMMY X -PRESS "XP200" ANCHORS INTO LOWER FLUTE OF METAL DECK • EACH VERT. STUD 3626162-33 MIL MTL. ' STUD • 16" O.C. 3628162-33 .... . ........ ... .. ......... .......... .. .......... .. .......... .. .......... .. . ........ .. .......... .. z62TI25-33 MIL CONT. MIL MTL. TRACK w/ I-010 TEK SCREW STUD • WALL t - =' CONC. I I I I } I I I I I I I I �K Ir, SLA5 £ I 1 s 5Y I I I I s I I OTHERS )LT. GA. CEILING FRAMING g POOL. SCALE: 3/4" " I'-0" REFERENCE ARCH. DETAIL "2/A-13" VTI AC/.V 7i .ITV1t ft7 Ir111 /'•rl►It 3 C )LT. GA. CEILING FRAMING ML+ 1.2 SCALES I" . I'-0" �J REFERENCE ARCH. DETAIL "I/A-15" MTL. DECK BY OTHERS 5 ti F �- --------- STIFFGLIP AL362 w/ 4-012 TEK SCREWS INTO STUD WEB AND 3-HILTI KWIK-CON II+ '/4"0 CONC. SCREWS INTO CMU WALL w/ P/4" MIN. EMBED DEPTH 3625162-33 MIL MTL. STUD • 16" O.C. 4.i CMU WALL BY OTHERS 362TI25-33 MIL CONT. TRACK w/ I -MV TEK SCREW INTO EACH STUD FLANGE AND 2-HILTI KWIK-CON Il+ 1/4" 0 CONC. SCREWS INTO CMU WALL w/ P/4" MIN. EMBED. DEPTH • EACH HORIZ STUD £ _.................... CMU WALL - BY OTHERS 362TI25-33 MIL CONT. TRACK w/ 1-010 TEK SCREW INTO EACH STUD FLANGE AND 2-14ILTI KWIK-CON Ii+ 1/4" 0 CONC. SCREWS INTO CMU WALL w/ 14/4" MIN. EMBED. DEPTH • EACH HORIZ STUD 3626162-33 MIL MTL. STUD • 16" O.G. 362T125-33 MIL GOVT. TRACK w/ 1-90 TEK SCREW INTO EACH STUD FLANGE AND 2-SAMMY X -PRESS "XP200" ANCHORS INTO LOWER FLUTE OF METAL DECK • EACH VERT. STUD 3626162-33 MIL MTL. ' STUD • 16" O.C. 3628162-33 .... . ........ ... .. ......... .......... .. .......... .. .......... .. .......... .. . ........ .. .......... .. z62TI25-33 MIL CONT. MIL MTL. TRACK w/ I-010 TEK SCREW STUD • INTO AGH STUD FLANGE 16" O.C. I I I I I I I I ................................................. I I I I } I I I I I I I I �K Ir, 4 2x2x20 GA. CONT. Lt. GA. £ I 1 s ANGLE w/ I -MV TEK SCREW I I I I s I I INTO EACH STUD FLANGE I 1 i I 1 s STUD FLANGE AND I Is f I I; I Is I I; � ` U " 1 o II I W I• I s I' 362T125-33 MIL CONT. -- TRACK w/ I -MO TEK 3626162-33 MIL SCREW INTO EACH STUD I MTL. STUD • FLANGE ' EACH PAIR OF MTL. DECK ABOVE • I i HOSTUDS IQ Z TUD �4 W 0 462TI25-33 MIL. CONT. TRACK w/ 1-410 TEK SCREW INTO EACH STUD FLANGE -- 3626162-33 MIL MTL. STUD • EACH PAIR OF VERT. Moe SEE DETAIL "1/MSI.2" FOR CEILING ----------------------------- FRAMING .... . ........ ... .. ......... .......... .. .......... .. .......... .. .......... .. . ........ .. .......... .. z62TI25-33 MIL CONT. TRACK w/ I-010 TEK SCREW . INTO AGH STUD FLANGE 42x2x20 GA. ................................................. CONT. Lt. GA. 4 2x2x20 GA. CONT. Lt. GA. ANGLE w/1-010 ANGLE w/ I -MV TEK SCREW TEK SCREW INTO EACH STUD FLANGE INTO EACH STUD FLANGE AND STUD FLANGE � ` U " 1 o U) U) 362T125-33 MIL CONT. -- TRACK w/ I -MO TEK SCREW INTO EACH STUD ' FLANGE 3626162-33 MIL MTL. STUD • EACH VERT. STUD GONG. SLAB BY OTHERS `LT_ GA. CEILING FRAMING a POOL. I 11.2 SCALE: 3/4" " I'-0" REFERENCE ARCH. DETAIL "IIA -13" 600T125-33 MIL CONT. TRACK w/ 2-W TEK SCREWS INTO MTL. DECK A5OVE • EACH VERT. STUD 43x3xl6 GA. x3" LONG LT. GA. CLIP ANGLE w/ 2-410 TEK SCREWS INTO STUD WE5 AND 2-00 TEK SCREWS INTO BAR JOIST BOTTOM CHORD 4-«10 TEK SCREWS • BACK-TO-BACK CONNECTION 6WSI62-43 MIL MTL. STUD • 48" O.C. DO NOT FASTEN STUD OR SHEATHING TO LT. GA. TRACK `Yr ryri /� u�fli7FS`%iriS%S>f< Y rsrr r'<,.-,''iYsryv5''j'n r yyY✓ i�:1 r�-S„�<.r"% yr: _ r�ry 'r�iS�'rr i ,xr/r> fj3r. zxo r r� is r..,"' % rs's�i..f, sr.'> W'�;•S•• r rffr,3r. rrr:,. �:> "•ii��Xi'' w r rf;5 >t,�.. rri : rrr. rr,, i3`k;'��r3"�rrS ,5 i r rir..5�ii:,,yfis.�S,f',� :/r . sx.�ha:rS 6008162-43 MIL MTL. COPE BOTTOM. STUD ; 1, STUD • I6" O.C. FLANGE HERE, TYP. ' ? g t• -:..,..,:.,r1/:....:,^x�.^':!4:?Y;..,.......,.,,.:,.'.S., :dS^Y. CX.. :r3.:,.aw;G ...d, �-r!;'Y�.,_./•qs,u�;.,rr.�..-.;;,z•;r.:.rnaaa!a:r9zc�arat.Hicacu,:rrvnzaz„ir:••:zsysrr,:•�i%ar. ra 011 6007125-33 MIL CONT. TRACK w/ 1-«I0 TEK SCREW INTO EACH STUD ` FLANGE, TYP. AT EACH VERT. STUD rri. t r ................. 3 NOT f SEE DETAIL "9/M81.0” FOR LT. GA. BOX BEAM CONNECTION AND JAMB STUD INFORMATION NOTE M LT. GA. BOX BEAM SHOWN HEREON SHALL NOT EXCEED 10'-6" IN LENGTH V FAUX TRUSS BY OTHERS.; FAUX TRUSS ASSOCIATED GRAVITY LOADS TO BE TRANSFERRED TO STRUCTURE SOLELY THROUGH HANGING RODS SHOWN ON "1/A-2.10" 4 \ LT. GA. FRAMING MS 1.2 SCALE: Vz" " 1'-0" I I IIEFIERMICE ARCH. DETAIL "I/A-2.10" - MTL. ROOF DECK 5Y OTHERS 6008162-33 MIL MTL. STUD • 16" oz. 600T125-33 MIL CONT. TRACK w/ I-010 TEK SCREW INTO EACH STUD FLANGE AND 1-HILTI KWIK-CON 11+ 1/4" 0 GONG. SCREW INTO CONC. w/ P/4" MIN. EMBED. DEPTH U) 600T125-33 MIL CONT. TRACK w/ 1-010 TEK Q ifli i SCREW INTO EACH - Z �U � STUD FLANGE AND U � ` U " 1 o U) U) I-SAMMY X -PRESS -- U) "XP200" ANCHOR INTO ' _J Q f MTL. DECK ABOVE • �4 W 0 EACH VERT. STUD U U ff s's i f k S 5 f i`rJf. 5 , b.r � o 3628162-33 MIL Z MTL. STUD • EACH J PAIR OF VERT. STUDS ] " £ 4-010 TEK . Z SCREWS • • O BACK-TO-BACK U ' mm' CONNECTION, P�'�� irk TYP. -I No 39759 • _ • • M y � t. ri rhe �•d("{ �: esu s u 5 iY . " 10 Q g"."" `..1 rjr f�,�� 6008162-33 MIL MTL. STUD • 16" oz. 600T125-33 MIL CONT. TRACK w/ I-010 TEK SCREW INTO EACH STUD FLANGE AND 1-HILTI KWIK-CON 11+ 1/4" 0 GONG. SCREW INTO CONC. w/ P/4" MIN. EMBED. DEPTH U) W Q W W o - Z �U � 0 U � ` U " 1 o U) U) Z W \C Y, U) N D N Q _J Q ��� U It U �4 W 0 U U •;4 W � ;U ULL � o Z J nJ ] o . Z J O U mm' P�'�� irk w = No 39759 • M y STATE OF • 44 -40 . " 10 Q g"."" `..1 rjr f�,�� Ay � iti•" Robert L. Plowfield, Jr., P.E. FL Registration No. 39759 APPROVED p APPROVED AS A CORRECTED [� REVISE AND [] REJECTED o RESUBMIT z Review and approval are only ti., conformance with the information given and the design concept of the Project as expressed in the Contract Documents. Review ar, approval of sutmiLtats are not „ onducted for the purpuse of determing the acCvf"e and conpleteness of the other details, such as dimensions and quantities or for rmance of equipment o JOB NO. substantiating instructions for the installation or perfoSvs`t - all of which remain the rspysibility of the Contractor as required by'h4: r Jntr?.Ci Documents. T: a AmMect's review and approval of the Contractor's , "I'.t F= not retie,- the ContracW from any obligation contained in the Co DRAWNBY The Archin %' 'e"'°w Wd approval shall no' constitute appro+ri means. meths ,ds, teIniques• sequences• or any safety premutr t TfreArchit 's. improv ',f a spe^ific item shalt not indicate am a CHECKED BY of which tb,: Hem -s c mponent 'Davi Oder Assad** -S-, APPROVED BY: riv— --1 14 "�•.. DATE: SHEET: 11128 MWH NLG RLP MSl.2 ice* FEB q A 200 CODE INFORMATION APPLICABLE CODES 2014 FLORIDA BUILDING CODE (FBC): BUILDING HB 535, 2016 SUPPLEMENT 2014 FLORIDA BUILDING CODE: ENERGY CONSERVATION CODE FLORIDA BUILDING COMMISSION -. DECLARATORY STATEMENT DS 2016 -033 2014 FLORIDA BUILDING CODE: MECHANICAL 2014 FLORIDA BUILDING CODE: PLUMBING 2.014 FLORIDA BUILDING CODE: GAS 2014 FLORIDA FIRE PREVENTION CODE, vTu ' d N 2012 NATIONAL FIRE PROTECTION ASSOCIATIC'' FPA 101 LIFE SAf EI_ OE 2011 NAi TONAL ELECTRICAL CODE 2010 FLORIDA WIND MAP WIND LOAD DATA PER FBC CHAPTER 16 WIND LOAD 3 -SECOND GUST = 144 MF h ULTIMATE WIND SPEED. 112 MPH SERVICE WIND' SPEED. WIND RISK CATEGORY = III WIND EXPOSURE CATEEGORY -. B LIFE SAFETY INFORMATION F30IJLEVAR� �H�PPING CENTER SUITE - 3001,AND"LORD IMPROVEMEN"i�S SANFORD, FLORIDA PLUMBING FIXTURE CALC PER FBC PLUMBING TO BE ADDRESSED BY TENANT INTERIOR BUILD OUT SET UNDER SEPARATE PERMIT. OCCUPANCY: FBC: 50 29 STRUCTURAL • EXISTING: MERCANTILE (M) 7 O env 9 ELECTRICAL • NEW:. MERCANTILE, ASSEMBLY (A-3), ASSEMBLY (A-4) L M \0 NFPA 101: 0 N N r:e • EXISTING: EXISTING MERCANTILE M ,•e', • NEW: EXISTING MERCANTILE, NEW ASSEMBLY SHT # DRAWING NAME CONSTRUCTION TYPE: FBC: TYPE II -B UNPROTECTED (FULL FIRE SUPPRESSION) � c SHT # DRAWING NAME NFPA 101: TfPE II -000 - G 0.1 COVER SHEET BUILDING HEIGHT: ALLOWABLE: i 3 CJ E-0.1 ELECTRICAL FLOOR PLAN ......................................................................................-.-........................................_................................................... • ASSEMBLY: 2 STORIES, 75FT (TABLE 503 & SECT. 504.2) G-0.2 ACCESSIBILITY STANDARDS SD -1.0 1 • MECANTILE: 2 STORES, 75FT " E-0.2 ELECTRICAL SITE PLAN AND DETAILS .............._................................................................................ ..................................................................................-..........-----------------------------------•--•---•---......................................... G-0.3 ACTUAL: 1 STORY, 35'-5", MAX. FLORIDA BUILDING P RO D U CTS APPROVALS BUILDING AREA: ALLOWABLE: ... .. ..................... s .............--------............_.................................--------------------------�--..................................---------.....----.......__...-....._.....................................................................------......................._....---........---...............................................-................................................ G-0.4 • MERCANTILE: UNLIMITED (507.3) . ROOFING - EXISTING: FIRESTONE, SBS ASPHALT ROOFING. • ASSEMBLY: 38,000 S.F. (SEE AREA MODIFICATION) --......................---...............-------.....------........................._..............-......._...............................................................-.................................................................................. FL984OR12M SYSTEM NO. S-142 G-0.5 GENERAL PROJECT NOTES S-2.0 PATCH/REPAIR ONLY AT DEMOLITION AND NEW WORK ONLY, REMAINDER s ;� ACTUAL: OF ROOF IS EXISTING UNLESS INDICATED OTHERWISE. G-0.6 • MERCANTILE: 26,262 S.F. S-2.1 FOUNDATION DETAILS i • ASSEMBLY: 33,630 S.F. (SEE AREA MODIFICATION) NOTE: NOTIFY ARCHITECT IF EXISTING ROOFING IS A DIFFERENT TYPE A-0.2 ARCHITECTURAL SITE PLAN S-3.0 THAN INDICATED HERE. SYSTEM WILL NEED TO BE RESUBMITTED IF AREA MODIFICATION: AREA a + AREA a x l f + AREA a xis = AREA all DIFFERENT THAN INDICATED. A-0.2.1 9,500 S.F. + [0] + [9,500 S.F.x(300/100)] S-4.0 ROOF FRAMING PLAN DETAILS �: 9,500 S.F. + [0] + [9,500 x 3] • ROOFING - NEW: FIRESTONE, ULTRAPLY TPO A-0.2.2 9 500 S.F. + 0 S.F. + 28 500 S.F. = 38 000 S.F. ALLOWABLE S-4.1 - - POVAL NUMBER FL10264 R12 SYSTEM SG 92 FLORIDA AP R i -I(f): (F/P - 0.25) x (W/30). F=782', P=338.33',W=24 4 ............._.....................................................................--...........4...............------........---......--........................................................................................................................---..._...................................................................................................................................................................................--•---.........-..............-•-•-----..........--................._.........---.......--•- A-1. 1 -I(f): (338.33/782 - 0.25 x (24/30) = .144 • ALUM. WINDOWS: KAWNEER 2250 IG NON -IMPACT CURTAINWALL M FLORIDA APPROVAL NUMBER 9924.1 AREA CHECK: MERCANTILE(act)/MERCANTILE(all) + ASSEMBLY(act)/ASSEMBLY(all) <=1.0 � 26,262 S.F. UNLIMITED + 33,630 S.F./38,000 S.F. <=1.0 ALUM DOOR S: KAWNEER 350 - 0 + 0.885 <=1.0 FLORIDA APPROVAL NUMBER 10388.1 � AREA COMPLIES WITH SECTION 580.4.2. H.M. DOORS: 0 DOOR PRODUCTS SEVER E WINDSTORM RESISTANT DOOR AND FRAM E CEC , FIE ESIST TING R R ANCE RA i STRUCTURAL FRAME: 0 HRS FLORIDA APP ROVAL NUMBER 4553-R10 I BUILD NG ELEMENTS I BEARING WALLS INTERIOR AND EXTERIOR : 0 HRS ( ) GLASS BLOCK: (FBC TABLE 601 & 602) 1 NON-BEARING EXTERIOR WALLS: n I�J•'Trncr�SLT9v"-ALT err nt ,,ter �I J.�I�-1N4i�C'��''r�r ciL�T3fC1�' (NFPA 220 TABLE 4. �i .'i) I X < 5 1 HRS A-3.2 5 </= X < 10 1 HRS NOT USED - NO GLASS BLOCK WINDOWS IN THIS PROJECT. 10<=X<30 0HRS / .................................._i............................-....•-•---•---...---........t..........................---....----.......-...--.......................................................................-..........................._...............................................................................................--.................................................................................._. A-4.1 30 </= X 0 HRS • E.I.F.S.: STOTHERM CI SYSTEM 9 NON-BEARING INTERIOR WALLS: 0 HRS 2. NUMBE 0110.1 FLORIDA APPROVAL R 2 A-4.2 FLOOR CONSTRUCTION: 0 HRS ROOF CONSTRUCTION: 0 HRS • SIDING: MAYNE COATINGS, LONGBOARD 6" 'V' GROOVE ALUMINUM SIDING. A-4.3 EXTERIOR ELEVATIONS M-1.1 , NO FLORIDA APPRO VAL NUMBER. SEE ATTACHED ENGINEERS LETTER. ACTUAL: NO SHAFTS IN THIS PROJECT. PLUMBING FLOOR PLAN ............_.._......_..........t...........................................................:_....----...........-----------.............-----...---•-----...........--••-----.....------....................................................................-----..................---.......................................................................... .......................................................................................................-..............--...................-----........-----..........----------•----...------------.........................................................................-- A-5.1 WALL SECTIONS _..._........................................................ NOTE: IF CONTRACTOR SUBSTITUTES ALTERNATE PRODUCTS DURING BIDDING OR CONSTRUCTION, SAID INTERIOR WALL AND EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS B SUBSITUTI TION MUST INCLUDE A FLORIDA APPROVAL NUMBER AND S HALL BE SUBMITTED TO THE AUTHORITY CEILING FINISHES: CORRIDORS: CLASS B HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. ASTM E 84 FBC ,ABLE 803.9 ROOMS AND ENCLOSED SPACES: CLASS C INTERIOR FLOOR FINISHES: MINIMUM CRITICAL RADIANT FLUX: CLASS II WALL SECTIONS M-4.1 DOC FF -1, FBC SECTION 804 ( ) .. CORRIDOR RATING: 0 HR (FBC TABLE 1018.1) (NFPA 101 12.3.6) SECTION DETAILS M-4.2 VERTICAL EXIT ENCLOSURES: NO VERTICAL EXIT ENCLOSURES IN THIS PROJECT. .. .................................._........................- --•----.........................................-----........ EXIT ACCESS TRAVEL DISTANCE: 250 FT. FBC TABLE 1016.2 NFPA 101 12.2.6 ( )( ) SECTION DETAILS ..................................................................._.._...--._-•--••---................--•-_..._.-......................._........................................__..........---............---_._..---..--............-_......-----...... M-4.3 ................................................ NUMBER OF EXITS: 1-500 OCCUPANTS: 2 EXITS RE UIRED Q ..............................--................ _ .. ... .......... .. .............................................................................................................-.__.....................................................................-- .................................._..---..............................._.......................t...................................................................................................................................._.............--••--..................----•---..._..........................................................................................................................................................__-.................................................-_.._....----......................-----..............................................................................-.................................................................................................................................._......................,........-_....,.............._....................... 501-1,000 OCCUPANTS: 3 EXITS REQUIRED EXTERIOR DETAILS M-4.4 POOL PAK DETAILS MORE THAN 1 000 OCCUPANTS: 4 EXITS RE UIRED , Q ------•---.............-.......................................---.................................................-...................._.................................................................................................--......--------........................................... -......-................_............................. .- ...... TOTAL OCCUPANT LOAD: SEE LIFE SAFETY PLAN EXTERIOR DETAILS - M 4.5 .......................................... EGRESS WIDTH: SEE LIFE SAFETY PLAN ...................-................... ... --............._.........__.......-....................................------........_......-_..............--..................................-•-----...-----.................................................-...................... DRAWING TITLES: ROOM TAG: 1 TITLE ROOM 101 1 WIND^i"d_ TAG_ IDET=AIL MARK ,_ 1 AA l b I ., J / A-0.1 ,'„LL TAG: SE_G i i :N MARKS: i FINISH TAG. A 1 __� 1 \�1 �i.II i f DATUM POINT: I EILEVATION MARKS: I 1 � 1 4 A-0.1 2 1 /A-0. i A-0.1 NORTH ARROW: NORTH DOOR TAG: 101 COLUMN LINE TAGS: 1� CEILING TAG: ACTt REVISIONS: �I { ...�.: _. 1... f' ELEVATION MARKER: T.O. WALL _ 14'-0" A.F.F. CONTROL POINT BREAK LINE 3 -�- SLAB ELEVATION MARKER TSE 00'-0" -2 1 2 MASTER REVISION LIST LOCATION MAP DRAWING INDEX TEAM DIRECTORY LANDLORD: WOOLBRIGHT DEVELOPMENT, INC. JIM HANSON 2121 E SEMORAN BLVD APOPKA, FL 32703 PHONE: 407.595.9989 jhanson®wooibright.net ARCHITECT: SCHROEDER ARCHITECTS DAVID SCHR0 DER 3118 E. SHADOWLAWN AVE, NE ATLANTA, GA 30305 PHONE' 404.733.2626 David@schroeder-orchitects.corm PROJECT DESCRIPTION NOTE: F RE A AR,:I A*iD ClRC �iUDPRECCivA� !) A1A!IAI/ r Vin` J�( CQvr l C t' seA' r A_, DOCUMENTS PERTAINING TO THESE SYSTEMS WILL BE SUBMITTED SEPARATELY AS A REVISION. -_--� -__- �._ 1 NOTE: �" PRIOR TO STARTING STRUCTURAL DEMOLITION OR NEW WORK, CONTFtACTOY SHALL , VERIFY EXISTING BUILDING SHELL AND COLUMN GRID DIMENSIONS. PPU--J`IDE NI RKFD 1i UP PDF INDICATING THE ACTUAL DIMENSIONS. REPORT ALL DISCO2EPANCIP 6�0 THE Ii ARCHITECT FOR RESOLUTION PRIOR TO aROCEEDING V�?TII HE WORK. iI City of Sanford '� 1� Oil and Grease Program Initials & Date STRUCTURAL: JAMES F. TURNER, PE JAMES TURNER 3400 BEVERLY DRIVE DALLAS, TX 75205 PHONE: 469.261.4563 jturner@jfte,com MECHANICAL, ELECTRICAL, PL:JMBING: JAMES F. TURNER, Psi NAMES TURNER ::400 BEVERLY DRIVE DALLAS, TX 75205 PHONE: 469.261.4563 jturner@jfte.com RE -DEMISE OF EXISTING EMPTY GROCERY STORE SPACE FOR NEW LA FITNESS TENANT. TENANT IS TAKING ONLY A PORTION OF THE BUILDING. THIS WORK INCLUDES: • COMPLETE INTERIOR DEMOLITION iN THE AREA OF WORK. • STRUCTURAL AND EXTERIOR MODIFICATIONS TO PREPARE SHELL BUILDING FOR FUTURE LA FITNESS HEALTH CLUB. • UTILITY MODIFICATIONS FOR FUTURE LA FITNESS HEALTH CLUB. • EXISTING MECHANICAL SYSTEMS REMOVAL AND NEW MECHANICAL SYSTEMS FOR FUTURE LA FITNESS HEALTH CLUB. • ROOF PLUMBING VENT PENETRATIONS. LA FITNESS TENANT WILL COMPLETE ALL INTERIOR PLUMBING AND CONNECTIONS TO THE VENTS. INTERIOR RENOVATIONS TO BE SUBMITTED FOR SEPARATE PERMIT BY TENANT. TENANT CONSTRUCTION WILL IMMEDIATELY FOLLOW LANDLORD WORK. REV. DATE DESCRIPTION ARCHITECTURE 50 29 STRUCTURAL [r) l ' 7 O env 9 ELECTRICAL 2 L M \0 0 N N r:e G M ,•e', R1 09/13/2017 SHELL COORD. 1 ....... _,......_................................................. r...........................................................-...... SHT # DRAWING NAME HT # DRAWING NAME � c SHT # DRAWING NAME C - G 0.1 COVER SHEET - S 0.0 N TES STRUCTURAL GENERAL 0 - ..-....-........-.........................._.............-..............,.............................................-........................................................................................................................... i 3 CJ E-0.1 ELECTRICAL FLOOR PLAN ......................................................................................-.-........................................_................................................... ................................................................................-............._.:................_..................................................---._......--.........................................................................-----....-----....----•-.....------.....--..............................................................................................................................................-....--........._-.....................-.........-............................................._.......................................................................................................................................................................................................................-..... I G-0.2 ACCESSIBILITY STANDARDS SD -1.0 1 DEMOLITION FOUNDATION PLAN " E-0.2 ELECTRICAL SITE PLAN AND DETAILS .............._................................................................................ ..................................................................................-..........-----------------------------------•--•---•---......................................... G-0.3 ACCESSIBILITY STANDARDS SD -3.0 ROOF FRAMING DEMOU11ON PLAN ......... .......... ............. . ... .......................................................................................................................... exr ... .. ..................... s .............--------............_.................................--------------------------�--..................................---------.....----.......__...-....._.....................................................................------......................._....---........---...............................................-................................................ G-0.4 FIRST FLOOR LIFE SAFETY PLAN .......................................................--------........-----....-..._...------.......---------...........---...------.........----....--------•-•---------------•------------...._...............................------..................---...................-.................__........................................---••---........................-........................._...._.-............................................................................._--..........--..........---.-..........................--........--....................... S-1.0 FOUNDATION PLAN N i " I --......................---...............-------.....------........................._..............-......._...............................................................-.................................................................................. G-0.5 GENERAL PROJECT NOTES S-2.0 FOUNDATION DETAILS s ;� "I z Cc7 G-0.6 GENERAL PROJECT NOTES S-2.1 FOUNDATION DETAILS i ��'' �.' A-0.2 ARCHITECTURAL SITE PLAN S-3.0 ROOF FRAMING PLAN ............................. .................................... ...................................................:..........................-............................................................... �.'_ --•--.........- .........---- -- . --• -_ A-0.2.1 ARCHITECTURAL SITE DETAILS S-4.0 ROOF FRAMING PLAN DETAILS �: i.-.. A-0.2.2 LANDSCAPING PLAN S-4.1 ROOF FRAMING DETAILS i 4 ............._.....................................................................--...........4...............------........---......--........................................................................................................................---..._...................................................................................................................................................................................--•---.........-..............-•-•-----..........--................._.........---.......--•- A-1. 1 FIRST FLOOR DEMOLITION PLAN -1 Lice% M i A-1.2 ROOF DEMOLITION PLAN - T PLAN L= � C_j ..__.._.............................................................................................................................._......................-----...........----..........-----------•--------................................................................-..................._.... . A-2.2 ............................................................1...........................................--...........---..............._..............................-•---....------...---•----•---------------.......--.-.................................................................-.............................................-. ROOF PLAN - --....-... - - --......-.....-.................................._.........-........_........................................-...-... ...------......---------......_... ..._........................._........ ............---..._.........._........................------....-_....................................... __.-.........-__..--.....-......_._.........---.........................................-......--_......................... A-3.1 WALL CONSTRUCTION DETAILS A-3.2 WALL TYPES AND U.L. DETAILS .................................._i............................-....•-•---•---...---........t..........................---....----.......-...--.......................................................................-..........................._...............................................................................................--.................................................................................._. A-4.1 EXTERIOR ELEVATIONS _...................................................................................... M E C HAN I CAL 9 PLUMBING 2. ..................................._...................................-._.....................................---•--------------........-....-----.................-....................-........................................................._........................................................................................................... A-4.2 . EXTERIOR ELEVATIONS ............................_._1..--........._.......-----..................................t..................................................................................................................................--.................................................................................................. A-4.3 EXTERIOR ELEVATIONS M-1.1 I MECHANICAL SCHEDULES P-0.1 PLUMBING FLOOR PLAN ............_.._......_..........t...........................................................:_....----...........-----------.............-----...---•-----...........--••-----.....------....................................................................-----..................---.......................................................................... .......................................................................................................-..............--...................-----........-----..........----------•----...------------.........................................................................-- A-5.1 WALL SECTIONS _..._........................................................ .................I....................... M-2.1 ..........I............. ... _..........-..............._....-.--...-.....-.....-...._.... MECHANICAL ROOF PLAN HAA --.... ...... -----.......---.....-----....--.................................................... ....... P-0.2 .................................--.... ........ _............-.................................-............. PLUMBING ROOF PLAN .............................................................................. ..._....... . _................................................................................... ........._......................._I...............--------•--------.....-.......-----..............--------..............----------..............-----------..............--..........----............................................................................--..................................................................................................................................................................................---...................................._...........................................................................................................-......._......----.......................................................................__..................................................................................................-.......--..--....._.....---.-.............. A-5. 2 WA L SECTIONS L - M 3.1 1 MECHANICAL DETAILS ------.........................-...................................-----.....................................................................................---•-----....................................._...........-.----..............................................................................................._....--....................--.................................... A-5.3 WALL SECTIONS M-4.1 AK POOL P DETAILS .. A-5.10 SECTION DETAILS M-4.2 POOL PAK DETAILS .. .................................._........................- --•----.........................................-----........ ...................................4........--........----••---•----------••----.........._:....---------.._-.........--..............----------................................--..................................................._........................................................................ A-5.11 ..---........................................... SECTION DETAILS ..................................................................._.._...--._-•--••---................--•-_..._.-......................._........................................__..........---............---_._..---..--............-_......-----...... M-4.3 ................................................ POOL PAK DETAILS ......................................................................................---...................................................................------............................--..--..............---............................................... ..............................--................ _ .. ... .......... .. .............................................................................................................-.__.....................................................................-- .................................._..---..............................._.......................t...................................................................................................................................._.............--••--..................----•---..._..........................................................................................................................................................__-.................................................-_.._....----......................-----..............................................................................-.................................................................................................................................._......................,........-_....,.............._....................... A-6.1 EXTERIOR DETAILS M-4.4 POOL PAK DETAILS _...................................................................................------ ------•---.............-.......................................---.................................................-...................._.................................................................................................--......--------........................................... -......-................_............................. .- ...... ....................................................................-......................_`........................----•-..-_..--__._._.................................................................................----.....--...........................................................................................................................................................................................................------.............----------......--....................--..............................................-.----..........-----.........-....................._.._.... A-6.2 EXTERIOR DETAILS - M 4.5 .......................................... POOL PAK DETAILS ............................................................_.....................-.....................-_..._............._._...-...........-..................................................-.--•--............................-......... ...................-................... ... --............._.........__.......-....................................------........_......-_..............--..................................-•-----...-----.................................................-...................... A-6.3 EXTERIOR DETAILS M-4.6 POOL PAK DETAILS ....................................:..........._....-.._._.....-----....._--.........--...-:-------..........................................................-_.--......._.............------.........------......--.........................................................--...._..---....--...................................................................................................................................................................................-----........--............_._................-.-..._---......--......_..--------------•-...........---........---.................---....--....---...--...-----------..-.................-------.........-....--......------..........................-----....---............-----.........................----......................--......_................-------•---.-.....------.._.................._..........................................................---•----------- A-8.1 DOOR SCHEDULES, TYPES AND DETAILS .. -..... _ .. -. . .......... I ........................... . .__................_........_..._..........._...........................-...........--.................................................-------.............................................---.._........:-.....-........I......I........_I...... ....................................:........................................................_......................._..........--....--.........-.............--•----------•---------•--------.......-•----.....................................------..............................................-............. ....................._................................................-.....-..-.....--------------................................................--.....................................---..........-_. ..................................-.....------.............................-...........---........_........-.-..-...--.-..............................._-------....-...............................................................-.........-_.......--.-......---.--...-.............-----.....111111-11-----.1111----------""" A-8.2 .................- . WINDOW SCHEDULES AND TYPES ................. --- - - - ................... _1111. 1111-1111.-............-- ... - ......... ug �__ _j v i_ L- c7 U?cr<LU7 <Wr-utn-Y2c� CDHI W C �'0LOz n LU S CC W_ � T r' H G �- u ! .s .. 0 ct 4'3 (`v _ . _ Lt! LJ i._ TQ�� W `R G: >-0���o- 31c�6 OO L+:" i �� tya !•' Lia �)a'LiL L-_jT-. :r : ei U �' c„7 u- F- a- en Gw,_._seL_ 0 M 0 I [r) l ' 7 O env z L M \0 0 N N r:e G M ,•e', `� w 0 C h7 i 'pa Ir- 4 W �- � c (J� C 4 ri -¢-� i 3 CJ i U - r i ; " r `t I '� ' r L�ti ".j I - _ exr " I ' (-- �r .= ,'� N i " I l_ I 00 �z s ;� "I z Cc7 I oC-�..�87i !�. c w i ��'' �.' s 0 ■ C �.'_ --- Y 4 -_ t � I a �: i.-.. I (_ i 4 � ;c -1 Lice% M w 7 ii C� 6 L= � C_j Vi `J`. tiL7 ug �__ _j v i_ L- c7 U?cr<LU7 <Wr-utn-Y2c� CDHI W C �'0LOz n LU S CC W_ � T r' H G �- u ! .s .. 0 ct 4'3 (`v _ . _ Lt! LJ i._ TQ�� W `R G: >-0���o- 31c�6 OO L+:" i �� tya !•' Lia �)a'LiL L-_jT-. :r : ei U �' c„7 u- F- a- en Gw,_._seL_ 0 M 0 -. - _,. " € - :- ,- `s �v:'' r , s..7 S n. 14. 'r E• o, �r J L. 3 \ e °'J_ \. e e e • r- e e j,�. r '. A R 0 ibJ�� � .� JeF. s J^' �. . t a :-. ••,1 •, ¢• _ ��� �` 1 l , 5 � r- 0 0 N N fz M 1 N O r t0 c 0) 0 O O II I .g 1 '5 a i a) o a) a I ii o I i ami � f z I �U) r 0 i I I , o rY I r� Sheat Na^�s: W�� c01vEi � iii"I -1 I Proi r: - T� Issue Date: --` 170204 I 08-07 t►17 -_ _1_ _ _ Sheet No.: Drawn By: Checked By: AF/KC I v KC I I [r) l ' z r:e � � Ir- 4 W C rr "'' ^^ � r `t I ' L�ti ".j I exr S p i f (-- �r ,'� N i " I .-i "I Il oC-�..�87i i ��'' �.' ■ C �.'_ --- Y 4 " .1 � I �: I *� 1 _- -. - _,. " € - :- ,- `s �v:'' r , s..7 S n. 14. 'r E• o, �r J L. 3 \ e °'J_ \. e e e • r- e e j,�. r '. A R 0 ibJ�� � .� JeF. s J^' �. . t a :-. ••,1 •, ¢• _ ��� �` 1 l , 5 � r- 0 0 N N fz M 1 N O r t0 c 0) 0 O O II I .g 1 '5 a i a) o a) a I ii o I i ami � f z I �U) r 0 i I I , o rY I r� Sheat Na^�s: W�� c01vEi � iii"I -1 I Proi r: - T� Issue Date: --` 170204 I 08-07 t►17 -_ _1_ _ _ Sheet No.: Drawn By: Checked By: AF/KC I v KC I KEYNOTES A. PRIMARY EXIT (LA FITNESS TENANT SPACE) : 84"/0.2 420 OCCUPANTS B. PRIMARY EXIT (LA FITNESS TENANT SPACE) : 42"/0.2"= 210 OCCUPANTS C. PRIMARY EXIT (LA FITNESS TENANT SPACE) : 72"/0.2"= 360 OCCUPANTS D. SECONDARY EXIT, SERVES FUTURE ROOM ONLY (LA FITNESS TENANT SPACE) : 36'/0.2"-- 180 OCCUPANTS E. SECONDARY EXIT, SERVES FUTURE ROOM ONLY (LA FITNESS TENANT SPACE) : 42"/0.2'= 210 OCCUPANTS F. FUTURE FIRE RISER ROOM ACCESS FOR LA FITNESS TENANT SPACE. NOT A BUILDING EXIT. G. PRIMARY EXIT : 84'/0.2 420 OCCUPANTS. H. PRIMARY EXIT : 72"/0.2"= 360 OCCUPANTS. I. NOT USED. J. PRIMARY EXIT: 42"/0.2'= 210 OCCUPANTS. K. PRIMARY EXIT: 36'/0.2'= 180 OCCUPANTS. L. ELECTRIC ROOM DOORS, NOT A BUILDING EXIT. M. ENTRANCE DOOR ONLY, NOT A BUILDING EXIT. N. 2—HR TENANT DEMISING WALL. 0. NOT USED. P. EXIST 2—HR C.M.U. FBC TABLE 721.1(2) RATED FIRE RESISTANCE PERIOD FOR VARIOUS WALLS AND PARTITIONS, ITEM 3-1.4. REQUIRED MINIMUM FACE TO FACE THICKNESS: 4.2. ACTUAL THICKNESS 7.625". LIFE SAFETY OCCUPANCY CALCULATIONS —TOTAL BUILDING AREA: 61,196 S.F. 1. LA FITNESS: 33,630 S.F. FBC: 30 S.F/OCC.: 1.1. FBC: 50 S.F/OCC.: 673 OCCUPANTS 1.2. NEPA: 50 S.F./OCC.: 673 OCCUPANTS 1.3. REQUIRED EGRESS, FBC: 673x0.2": 134.6' 1.4. REQUIRED EGRESS, NEPA 673x0.2': 134.6' 1.5. ACTUAL EGRESS (PRIMARY EXITS): 198' 1.6. ACTUAL EGRESS (SECONDARY): 114' 1.7. REQUIRED EXITS: 3 1.8. ACTUAL EXITS: 3 PRIMARY, 3 SECONDARY 2. UNOCCUPIED TENANT AREA 1: 2.1. FBC: 30 S.F/OCC.: 2.2. NEPA: 30 S.F./OCC.: 2.3. REQUIRED EGRESS, FBC: 2.4. REQUIRED EGRESS, NFPA: 2.5. ACTUAL EGRESS: 2.6. REQUIRED EXITS: 2.7. PROVIDED EXITS: 22,861 S.F. 762 OCCUPANTS 762 OCCUPANTS 762x0.2": 152.4' 112x0.2": 22.4' 180" 3 3 3. UNOCCUPIED TENANT AREA 2: 3.1. FBC: 30 S.F./OCC.: 3.2. NEPA: 30 S.F./OCC.: 3.3. REQUIRED EGRESS: 3.4. ACTUAL EGRESS: 3.5. REQUIRED EXITS: 3.6. ACTUAL EXITS: 3,401 S.F. 113 OCCUPANTS 113 OCCUPANTS 113x0.2": 22.6' 126" 2 i - •:' ---------------- II II FIRST FLOOR LIFE SAFETY PLAN 3/32"=1'-0" LIFE SAFETY LEGEND EXIT ACCESS TRAVEL 138 FT DISTANCE ' — 1 H RATED WALL/SHAFT CONSTRUCTION 2HR RATED WALL/SHAFT CONSTRUCTION N R a a U) of 0 a z z W U-) \O ai O kV 7 M M C Lip M O rz o f s¢ W 00 M LL J 0 O��o a W Fes- W [¢L V O wz UjZa �—LU m P= W Q Z 0 T z � UJ 3 MW 0 LU LU z W I'- W a = �-Wa?ztowz0 awrj)F- V 002WWQW1-'W UC='0j>=pp=F=- U x Q W OWLLOm~ C3 C0 n 7 r` O o Co 0 r` o c2 rn 0 W Proj #: Issue Date: � � M Gm004 LO W 00 N 0 r` U O o a � O C) V) LL J 0 O��o a W Fes- W [¢L V O wz UjZa �—LU m P= W Q Z 0 T z � UJ 3 MW 0 LU LU z W I'- W a = �-Wa?ztowz0 awrj)F- V 002WWQW1-'W UC='0j>=pp=F=- U x Q W OWLLOm~ C3 C0 n 7 r` O o Co 0 r` o c2 rn 0 LIFE SAFETY PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Gm004 1 Checked By: AF/KC N 0 0 .Q U N a o 0 0` LL 0 � -- t kn z o � I Sheet Name: FIRST FLOOR LIFE SAFETY PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Gm004 Drawn By: Checked By: AF/KC KC TAPROJ 17\170264 LAF Sanford\CAD\Sheets\SH\170264 SH G-0.4 First floor life safetv Nan,dwa. 09/13/17 18:16:22. DWG To PDF.Dc3 KEYNOTES 1. EXISTING CONCRETE SIDEWALK TO REMAIN. Proj #: STORM SEWER. VERIFY FINAL DISCHARGE LOCATION IN FIELD. 2. REMOVE AND DISPOSE EXISTING SIDEWALK THROUGH THIS AREA, 18. 3" STORM LINE DISCHARGE, RUN OUT IN SIDEWALK. DAYLIGHT AT FACE 3. EXISTING POSTAL MAIL DELIVERY BOX. REMOVE AND STORE. REINSTALL H OF CURB. 4. AT LOCATION SHOWN. CONCRETE PAD AT NEW EXIT DOOR LOCATION. SEE 4/A-0.2.1. 19. 3" OVERFLOW STORM LINE DISCHARGE. DAYLIGHT AT FACE OF PIER. 5. RAMP DOWN AS REQUIRED TO GRADE, 1:12 MAX. VERIFY LENGTH IN 20. 21. GALVANIZED STEEL BOLLARD LOCATION. SEE 5/A-0.2.1 RAISED EQUIPMENT PAD DETAIL_ SEE 6/A-0.2.1. 6. FIELD. SEE 4/A-0.2.1. NEW CONCRETE SIDEWALK AND CURB THROUGH THIS AREA. MATCH 22. EXISTING RAMPED AREA AT THIS DOOR. PROTECT EXISTING RAMPED EXISTING CONSTRUCTION, COLOR, AND FINISH/TEXTURE. MATCH EXISTING 23. AREA. CUT, PATCH, AND REPAIR AS REQUIRED FOR NEW WORK. ALIGN END OF NEW WORK WITH EXISTING CONCRETE BASE AT EXISTING JOINT CONSTRUCTION. PIERS. 7. NEW CONCRETE SIDEWALK THROUGH THIS AREA, MATCH EXISTING COLOR. 24. CONFIRM TOP OF SLAB ELEVATION WITH TENANT IMPROVEMENT, WOOD PROVIDE LIGHT BROOM DIRECTIONAL FINISH. PROVIDE HAND TOOLED C R 8. JOINTS AT THIS AREA CURB RAMP, SEE 1/A-0.2.1. PROVIDE WITH ADA COMPLIANT TACTILE 25. AT POOL DOOR LOCATIONS, THE TOP OF SITE CONCRETE WILL BE 1 1 2 HIGHER THAN THE RECESSED CONCRETE SLAB SHOWN AT THE DOORS. WARNING STRIPS. TENANT IMPROVEMENT CONTRACTOR WILL PROVIDE THICKSET MORTAR BED 9. NEW LANDSCAPING BED. SEE 3/A-0.2.1, LANDSCAPING PLAN, AND � FOR POOL TILE WORK. DETAILS ON A-0.2.2. 26. PROVIDE (2) 4" SCHEDULE 30 PVC SLEEVES BETWEEN LANDSCAPING 10. EXPANSION JOINT LOCATION. BEDS. (1) SLEEVE FOR ACTIVE IRRIGATION LINE AND (1) FOR SPARE. 11. NEW CURB LINE, MATCH EXISTING. DOCUMENT EXISTING CONDITION PRIOR LOCATE DEEP ENOUGH TO CLEAR NEW UTILITIES AND CURB RAMP. TO DEMOLITION. SEE 2/A-0.2.1. 27. FLUSH SET, POLYMER/FIBERGLASS, TRAFFIC BEARING WATER VAULT. 12. AT NEW WORK, MATCH EXISTING GRADES. DOCUMENT EXISTING PRIOR TO PROVIDE SHUT OFF VALVE AT THIS LOCATION. PROCEEDING WITH THE WORK. 28. WATER LINE FROM BUILDING. 13. FINISH GRADE OF NEW CONCRETE WORK SHALL MATCH FINISH FLOOR 29. LOCATION OF IRRIGATION BACKFLOW AND METER. PROVIDE SHUT OFF ELEVATION INSIDE THE BUILDING. PROVIDE 1:50 SLOPED LANDING PAD VALVE AT THIS LOCATION AS WELL. OUTSIDE OF_DOOR. PAD SHALL BE 5'-0"D MEASURE PERPENDICULAR T u_ THE FACE FACE OF THE BUILDING AND SHALL BE THE FULL WIDTH OF THE DOOR AND FRAME OPENING. SLOPE UP TO DOOR PAD AT 1:20 SLOPE MAX LEGEND EXPANSION JOINT LOCATION. PROVIDE 1/2" CLEAR JOINT WITH JOINT SEALANT AND BACKER ROD. PROVIDE AT EJ LOCATIONS INDICATED AND AT ALL LOCATIONS WHERE NEW WORK IS ADJACENT TO BUILDING WALL CONSTRUCTION. I CONCRETE CONTROL JOINT LOCATION. MATCH EXISTING AT KEYNOTE 5 LOCATIONS. PROVIDE HANDTOOLED JOINTS AT LA FITNESS PLAZA LOCATIONS (KEYNOTE 6). AREA OF DIRECTIONAL LIGHT BROOM FINISH AT LA j EXISTING PAVEMENT TO REMAIN FITNESS PLAZA. ARROW INDICATES DIRECTION. LANDSCAPE BED AREA. ! EXISTING LANDSCAPE BED TO REMAIN W W 14. ALIGN CONCRETE CONTROL JOINT WITH EDGE OF E.I.F.S. WINDOW RECESS 4167-0*- - V.I.F. 5 1'-8° 1'-8" 15. ALIGN JOINT WITH OUTSIDE FACE OF CONCREFE CURB AT BASE OF WALL, /�' NST THF Ur7rAI QlnlNr Wel I PM14Z J " GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, OR COLUMN CENTERLINE, UNLESS INDICATED OTHERWISE. 2. PLAZA DIMENSIONS SHOWN ARE BASED ON THE LIMITED INFORMATION AVAILABLE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 3. WHERE NEW WORK MEETS EXISTING WORK, MATCH EXISTING GRADES. AT NEW DOORS, MATCH PLAZA ELEVATION TO FINISH ELEVATION OF INTERIOR CONCRETE SLAB. 4. UNLESS INDICATED OTHERWISE, NEW CONCRETE FINISH SHALL MATCH EXISTING. II NOTE: ALL IDEWALK WOK OF WORK. ON THIS SHEET; INCLUDING THE BIKE RACK, THE CURBS, AND THE CURB RAMPS; IS PART OF THE LA FITNESS II NOTE: UNLESS NOTED OTHERWISE, ALL CONCRETE IS FC=3,000 PSI. ALL EXTERIOR CONCRETE SLABS SHALL BE 4" THICK WITH 6x6-W1.4xW1.4 W.W.F. AT MID -SLAB. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR FULL CONCRETE REQUIREMENTS. 7'-rw a Z 0 w 0 Q m Ir 0 ir w F_ z Z ai O CN ¢' 00 �U� 0 s Q w 00 M J 0 w < w z �w►--waVO >_wwzM00ww mW~2ao�23 ol-owwza�0 ©2 j c a w a= QwzzW0W = M wwMoCL 7w w� �WQwOmH n pe S t- � N N � O M O Proj #: Issue Date: 170264 08-07-2017 ir � Drawn By: M H KC w O C> p O �0 o n J 0 w < w z �w►--waVO >_wwzM00ww mW~2ao�23 ol-owwza�0 ©2 j c a w a= QwzzW0W = M wwMoCL 7w w� �WQwOmH n pe S t- � N N � O M O Proj #: Issue Date: 170264 08-07-2017 Sheet No.: AmO42 Drawn By: Checked By: AF/KC KC � M � C O n •c E N 0 m � g u_ v r _ m d z o � Sheet Name: ARCHITECTURAL SITE PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: AmO42 Drawn By: Checked By: AF/KC KC PLANTING MATERIAL LIST QTY BOTANICAL NAME 13 LIGUSTRUM RECURVIFOLIUM 90 TRACHELOSPERMUM ASIATICUM N COMMON NAME LIGUSTRUM ASIATIC JASMINE CAL HGT SPD ROOT CHARACTER 24 - 30" 15 - 18" CONT FULL, DENSE 18- 24" GALLON FULL, WELL ROOTED a DESIGN -BUILD IRRIGATION NOTES 1. CONTRACTOR SHALL PROVIDE A DESIGN / BUILD, AUTOMATIC IRRIGATION SYSTEM TO COVER ALL PLANTING AREAS ON SITE AS DEFINED BY LANDSCAPE DRAWINGS. CONTRACTOR SHALL PREPARE LAYOUT PLAN ALONG WITH MATERIALS, AND SUBMIT PLAN AND PRODUCT DATA TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. PLANS SHALL NOTE ALL PRODUCT MATERIALS, TAP LOCATIONS, BACKFLOW PREVENTION, AUTOMATIC CONTROLLER, IRRIGATION ONES, ETC. PRODUCT DATA SHALL INCLUDE MANUFACTURER'S PRODUCT DATA, CUT SHEETS, AND APPUCATIONS. 2. CONTRACTOR SHALL BE COMPLIANT WITH ALL LOCAL, STATE OR FEDERAL CODES GOVERNING WATER USEAGE, WATER UNE CONNECTIONS, BACKFLOW PREVENTION, ELECTRICAL CODES FOR AUTOMATIC CONTROLLERS AND LOW VOLTAGE WIRING. 3. CONTRACTOR SHALL PROVIDE QUICK COUPLING VALVES WITHIN 12" ROUND VALVE BOXES, AT INTERVALS NOT TO EXCEED DISTANCES OF 100 LF HORIZONTAL DISTANCES. QUICK COUPLERS SHAD_ NOT BE LOCATED IN TREE CUT-OUTS, BUT SHALL BE LOCATED IN LARGE PLANTING BEDS. CONTRACTOR SHALL AVOID, WHERE POSSIBLE, LOCATING QUICK COUPLING VALVES IN TURF AREAS. CONTRACTOR SHALL MATCH PRODUCT TYPE USED ON ORIGINAL PHASE OF WORK FOR RENAISSANCE. 4. ALL VALVES SHALL BE COMMERCIAL PVC VALVES, AND SHALL HAVE PRESSURE REDUCING CAPABILITIES. VALVES SHALL BE LOCATED IN 10" ROUND VALVE BOXES W/ GREEN UDS. LOCATE VALVE BOXES IN PLANTING BEDS WHERE POSSIBLE. DO NOT LOCATE VALVE BOXES AT BUILDING ENTRY WAYS, FIRE EXITS, OR NEAR SEATING AREAS. 5. MAINLINE FOR IRRIGATION SHALL BE MIN. 2', CLASS 200, PVC PIPE. 6. AUTOMATIC CONTROLLER SHALL BE COMMERCIAL, STAINLESS STEEL CASING, W/ LOCKING BOX, AND SHALL BE SIZED TO MEET REQUIRED ZONES, ALONG WITH A MINIMUM OF TWO ADDITIONAL ZONES FOR FUTURE USE. CONTROLLER SHALL BE LOCATED IN PLANTING AREA LOCATED TO NORTH OF GRAND STAIRCASE. CONTRACTOR SHALL VERIFY 110 ELECTRICAL HAS BEEN PROVIDED FOR THE IRRIGATION SYSTEM. 7. IRRIGATION HEADS SHALL BE AS FOLLOWS: 18" HIGH -POP FOR SHRUB BEDS. RECOMMENDED MANUFACTURER: RAINBIRD OR TORO. IRREDELCO TUBING IS SUGGESTED FOR PLANTER AREAS IN UEU OF SPRAY HEADS, BUT IS DEPENDENT UPON FINAL PLAN APPROVAL TUBING SHALL BE SPACED AS PER PLANT SPACING. 8. ALL IRRIGATION HEADS SHALL BE ON SWING JOINTS. 9. ALL IRRIGATION PIPING, BACKFLOW PREVENTION, ETC. SHALL MEET ALL MUNICIPAL, COUNTY, STATE AND FEDEERAL PLUMBING CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND REQUIRED INSPECTIONS BY LOCAL BUILDING INSPECTIONS. IT IS RECOMMENDED THAT IF ABOVE GROUND BACKFLOW IS REQUIRED, THAT CONTRACTOR LOCATE THIS TAP OFF OF THE STORAGE FACILITY LOCATED WITHIN THE BUILDING. 10. CONTRACTOR TO PROVIDE IRRIGATION METER, TAP, ETC FOR IRRIGATION SYSTEM. COORDINATE TAP LOCATION WITH CML (REFER TO #10; ABOVE REGARDING TAP.) 11. THE IRRIGATION CONTRACTOR SHALL PROVIDE A ONE YEAR MAINTENANCE FOR THE IRRIGATION SYSTEM WHICH SHALL INCLUDE A WINTERIZATION IN THE LATE FALL, AND A SPRING STt?y'. -UP FOR IRRIGATION SYSTEM. 12. CONTRACTOR SHALL PROVIDE OWNER WITH "AS -BUILT" PLANS OF IRRIGATION SYSTEM, NOTING ALL MAIN ONES, SLEEVES UNDER PAVEMENT, HEAD LOCATIONS, WIRING, ELECTRICAL CONNECTIONS, QUICK COUPLING VALVES, VALVES, AND LATERAL PIPING. CONTRACTOR SHALL PROVIDE (3) PRINTS, AND (1) REPRODUCIBLE PLAN TO DEVELOPER / OWNER FOR THEIR LSE, AS PART OF FINAL ACCEPTANCE OF THE PROPOSED WORK. 13. CONTRACTOR SHALL GUARANTEE THE IRRIGATION SYSTEM UNCONDITIONALLY FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. ARCHITECT AND OWNER'S REPRESENTATIVE SHALL PERFORM A FINAL INSPECTION OF THE IRRIGATION SYSTEM TO REVIEW COMPLETENESS AND COVERAGE. THE IRRIGATION CONTRACTOR SHALL BE PRESENT, AND SHALL HAVE A MINIMUM OF TWO PERSONNEL PRESENT TO AID WITH THE SITE INSPECTION (ONE SHALL BE PRESENT WITH LANDSCAPE ARCHITECT, AND ONE SHALL OPERATE CLOCK). ANY CHANGES REQUIRED IN THE SYSTEM SHALL BE NOTED BY IRRIGATION CONTRACTOR, AND ANY "PUNCH UST" ITEMS SHALL BE CORRECTED BY THE IRRIGATION CONTRACTOR PRIOR TO A FINAL ACCEPTANCE BEING GIVEN. 14. CONTRACTOR SHALL PROVIDE DRIP TUBING FOR ALL TREE GRATE AREAS. TURF AND SHRUB ZONES ARE TO BE SEPARATED. CONTRACTOR MAY SELECT TO SEPARATE SEASONAL COLOR IRRIGATION ZONES. SHRUB (AS SPECIFIED ON DRAWING) 24" SLOPE MULCH LAYER UNLESS OTHE(AS SPECIFIED) TRENCH WISE NOTED)- EDGE PLANTING SOIL MIX (NP) (AS SPECIFIED) FINISHED GRADE MIN. '11=1111=1111=1 \ / \ 2## CULTIVATED SOIL ' =1111=1111=1111-1111=1111=1111=1111=� ' -1111=1111=1111=1111-1111-1111-1111=1111= '=IIII=IIII=IIII=IIII=IIII=IIII=1111= '=IIII=IIII=IIII=IIII=IIII=IIII=IIII=1 '1-IIII-IIII_=IIII-IIII-IIII=1J11=IIII= I=IIII- IIII-IIII-IIII-IIII-IIII-IIII: UNDISTURBED SUBGRADE JJ BREAK THROUGH ANY EXISTING "HARD -PAN" & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. PLANTING PROCE^URE 1. LAY OUf RED AND OUTLINE WITH TRF -!.CH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BEO TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS , MULCH, & WATER THOROUGHLY. SHRUB PLANTING N.T.S. 18" (UNLESS OTHER- WISE NOTED) 18" ROOTBALL O.C. SPACING F '-'=^I PLAN a p BED WIDTH CROWN BED 2-3". - a MULCH (AS SPECIFIED) TOP OF ROOTBALL PLANTING SOIL MIX (AS SPECIFIED) TO BE A MIN. OF TRENCH EDGE (TYP.) 2" ABOVE FINISHED GRADE. FINISHED GRADE IIII- IIII- IIII -IIII IIII-1111-IIII-III 11=IIII=IIII=1111= '=IIII=IIII=1111 �� �� �� � �� IIII=IIII=tlll-l' '' -11111=IIII=1 I =1 I =III =1 I I I I =1 I =1 I I I =1 =111=1111 1111='' SECTION 11111= II==IIII 'IlEflIII,-_III UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTOTILLER CULTIVATE A 4" MINIMUM LAYER TO A MINIMUM DEPTH OF 12" OF PLANTING SOIL MIX INTO BED. BREAK THROUGH ANY EXISTING "HARD -PAN" AND REMOVE TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. HEDGE PLANTING - SINGLE ROW N.T.S. GENERAL PLANTING NOTES 1. ALL PLANTS MUST BE FLORIDA FANCY, NUMBER 1 PLANT STOCK, AND SHALL BE HEALTHY, VIGOROUS MATERIAL; FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL -HEADED, AND MEET ALL REQUIREMENTS SPECIFIED, UNLESS NOTED OTHERWISE IN THE PLANT LISTS 'PLANT CHARACTERISTICS'. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND THE DEVELOPER BEFORE, DURING AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED WITH T LAYER OF PINE STRAW. 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWLEDGE OF ALL EXISTING UNDERGROUND UTILITIES ON THE SITE PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO HAVE ALL UTILITIES LOCATED BY PROPER AUTHORITIES, AND TO AVOID DAMAGE TO ALL SITE UTILITIES DURING CONSTRUCTION. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES TO UTILITIES, STRUCTURES, OTHER CONTRACTOR'S WORK, ETC., WHICH OCCUR AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON THE PLANS PRIOR TO SUBMITTAL OF THE LANDSCAPE BID. 9. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL PLANT MATERIAL AND LAWNS (INCLUDING, BUT NOT LIMITED TO, WATERING, SPRAYING, FERTIUZING, PEST CONTROL, ETC.) UNTIL THE WORK HAS BEEN ACCEPTED BY THE LANDSCAPE ARCHITECT AND THE DEVELOPER. 10. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 11. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FULL LANDSCAPE MAINTENANCE FOR ONE (1) YEAR AFTER ACCEPTANCE OF THE WORK, UNLESS NOTED OTHERWISE IN THE BID SPECIFICATIONS. 12. ANY PLANT MATERIAL WHICH DIES OR TURNS BROWN, OR ANY EVERGREEN WHICH DEFOLIATES PRIOR TO TOTAL ACCEPTANCE OF THE WORK, SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE, AND MEETING ALL SPECIFICATIONS OF THE PLANT LIST. 13. STANDARDS SET FORTH IN AMERICAN STANDARDS FOR NURSERY STOCK REPRESENT GUIDELINES SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. CONTRACTOR SHALL PROVIDE 24" DEPTH OF TOPSOIL FOR THE PLANTERS; PLANTERS SHALL BE CROWNED TO A HEIGHT OF 9". 15. CONTRACTOR SHALL PROVIDE AUTOMATIC IRRIGATION SYSTEM FOR THE PLANTERS. SYSTEM SHALL BE DRIP IRRIGATION, AND COORDINATED WITH SITE CONDITIONS. NOTE VKIUK IU J 1 AKINU. RUBBER HOSE (AS SPECIFIED) GUY WIRE TOP OF ROOTBALL PIT TRUNK MULCH RIN TREE BOTTOM OF ROOTBALL PIT) ROOTBALL o 0 STAKE 1200TYP. e RUBBER HO GUY WIRE MULCH RIN (AS SPECIFIED) _ I I STAKE _ =1111-1111-11 (AS SPECIFIED) IIII IIII II IIII- DRIVE BELOW GRADE. =III II ROOTBALL = II IIII-II' 'I=III - =IIII 'III-IIII-Iiil�lll `IIII=IIII-IIII= REFER TO ROOTBALL PIT' DETAIL SECTION DETAIL AT MULTI -TRUNK TREE ri PLAN NOTES: 1. USE THIS DETAIL FOR MULT-TRUNK TREES. 2. ATTACH GUYES TO THE CENTRAL LARGEST 3. zi�A E STARES EVENLY AROUND, AND OUTSIDE, ROUII3ALL PIT SUCH THAT THE WsF'7 DO NOT COME IN CONTACT WITH ANY TRUNa ' OR 3RANCH. NOTE: FOR MEDJOOL DATE PALMS, COMPLY WITH NURSERIES PLANITTNG AND STAKING RECOMMENDATIONS. GUY WIRE NOTE SET TREE PLUMB TOP OF o PRIOR TO STAKING. ROOTBALL PIT 120 QYP. MULCH RING BOTTOM OF ROOTBALL PIT) o O 0 0 STAKE O o� RUBBER HOSE b/ - (AS SPECIFIED) � I RUBBER HOSE PLAN GUY WIRE (AS SPECIFIED) ULCH LAYER rAS SPECIFIED) STAKE \\ I It (AS SPECIFIED) ROOTBALL - - - - DRIVE BELOW GRADE =IIII=III -IIII=IIII=IIII= ROOTBALL LIMITS OF =IIII-III' PWVTING SOIL III-111111�11111����1111��1111 SECTION REFER TO 'ROOTBALL NOTES: PIT' DETAIL 1. USE THIS DETAIL FOR SINGLE TRUNK TREES. 2. ATTACH GUYES TO THE CENTRAL LARGEST TRUNK. 3. SPACE STAKES EVENLY AROUND, AND OUTSIDE, ROOTBALL PIT SUCH THAT THE WIRES DO NOT COME IN CONTACT WITH ANY TRUNK OR BRANCH. DETAIL AT SINGLE -TRUNK TREE TREE STAKING AND GUYING 2 IN CULTIVATED AND MULCHED PLANTING AREA A-02.2 N.T.S. 30 - ASIATIC JASMINE 30 - ASIATIC JASMINE ` 10 - LIGUSTRUM 3 - LIGUSTRUM `- IRRIGATION SYSTEM, SEE A-0.2 30 - ASIATIC JASMINE RECURVIFODUM RECURVIFOLIUM LANDSCAPING PLAN 3/16"=1'-0" � LL J O LU Z :�wwpwaVOn� r` U P 2 W z Z _�0Wwzaw0 =QwZZw0ED �WuiLy of 0 �} LijIS = oC 0 a..W�Z�W'S3:U 0IX(9X:U20LUM U- .=H co 0 LU LL H w'Q�O Z�� Issue Date: 170264 z O A=00202 Drawn By: Checked By: 7 M M KC o > .fir 0 to m v U o1 �Q :E W u M EOL Q y M 0 L w N z t0 C) C O " i 0 O U w pe) L M W o o r` o0 0 0 C14 a Q o LL v) � LL J O LU Z :�wwpwaVOn� r` U P 2 W z Z _�0Wwzaw0 =QwZZw0ED �WuiLy of 0 �} LijIS = oC 0 a..W�Z�W'S3:U 0IX(9X:U20LUM U- .=H co 0 LU LL H Sheet Name: LANDSCAPING PLANA Proj #: Issue Date: 170264 08-07-2017 Sheet No.: A=00202 Drawn By: Checked By: AF/KC KC 0 0 O M m t0 C) C 0 O O O :.a d 'C to m � g U_ U L _ rn O Sheet Name: LANDSCAPING PLANA Proj #: Issue Date: 170264 08-07-2017 Sheet No.: A=00202 Drawn By: Checked By: AF/KC KC 32'-0" 32'-0" 64'-0" LEGEND C.M.U. WALLS TO BE DEMOLISHED - w::k: EXISTING C.M.U. WALLS TO REMAIN - - - - ITEMS TO BE DEMOLISHED EXISTING ITEMS TO REMAIN � EXISTING SOFFITS/CONSTRUCTION ABOVE TO REMAIN L AREA OF FLOOR TO BE DEMOLISHED EXISTING EDGE OF MEZZANINE SLAB ABOVE TO REMAIN X COLUMNS TO BE DEMOLISHED EXISTING COLUMNS TO REMAIN AREA OF POOL EXCAVATION, SPA EXCAVATION, ' AND KIDS KLUB RECESSED SLAB ELEVATION. 18'-14" 13'-1W 15' 23'-0" 51' 2.3'-5" 3 KEYNOTES 1. AREA OF CONCRETE SLAB TO BE REMOVED AND DISPOSED. PROVIDE NEW SLAB EXTENTS OF POOL SLAB TO BE LEFT OUT WITH FINAL TENANT CD SET. Proj #: LOCATION WITH NEW WORK. vo04 AT THESE LOCATIONS. COORDINATE FINAL DEMOLITION AND SLAB REPLACEMENT WITH T.I. PACKAGE DRAWINGS. NOTE: SLAB AT DEPRESSED AREAS MAY NEED TO 8. REMOVE AND DISPOSE ALL EXISTING CONSTRUCTION INSIDE LA FITNESS TENANT SPACE, BACK TO EXISTING STRUCTURAL WALLS AND ROOF. THIS SHALL INCLUDE, 17. REMOVE AND DISPOSE ALL RECESSED AND/OR RAISED SLABS. VERIFY EXTENT IN N BE OVERCUT TO TIE NEW INTO EXISTING. BUT NOT BE LIMITED TO: Z M FIELD. PROVIDE NEW SLAB INFILL TO MATCH ADJACENT CONSTRUCTION, SET TO TYPICAL FINISH FLOOR ELEVATION. 2. REMOVE AND DISPOSE EXISTING COLUMN AND FOOTING. NEW COLUMN AND FOOTING TO BE PROVIDED AT RELOCATED POSITION. NEW FOOTING TO BE 8.1. WALLS AND WALL FURRING. 8.2. CEILINGS. 18. EXCEPT FOR AREAS INDICATED BY KEYNOTE 1, CONTRACTOR SHALL PATCH AND c~ PROVIDED TO ACCOMMODATE RECESSED FLOOR WHERE APPLICABLE. ROOF 8.3. FINISHES. o REPAIR ALL SLAB DEMOLITION, UTILITY REMOVALS, UTILITY TRENCH REMOVALS, FRAMING SHALL BE MODIFIED TO ACCOMMODATE NEW COLUMN LOCATION. REFER 8.4. LIGHT FIXTURES. « « ETC. TO MATCH EXISTING MAIN SLAB ELEVATION. SURFACES SHALL ALIGN FLUSH 3. TO STRUCTURAL DRAWINGS. EXISTING CMU WALL TO BE SELECTIVELY REMOVED AND DISPOSED FOR NEW 8.5. MECHANICAL/ ELECTRICAL/ PLUMBING UTILITIES, DEVICES, EQUIPMENT, ETC. 19. AND SMOOTH. REMOVE AND DISPOSE EXISTING DOOR. LU 00 DOOR OR WINDOW OPENING LOCATION, SEE STRUCTURAL. NOTE: COORDINATE 8.6. UNDERSLAB UTILITIES/ UTILITY TRENCHES. 20. REMOVE AND DISPOSE EXISTING DOOR AND WINDOW. INFILL OPENING WITH C.M.U. 0 EXTENT OF C.M.U. WALL DEMOLITION ABOVE EXISTING WINDOWS AND DOORS WITH 9. INTERIOR WALLS, CEILING, FLOORING TO REMAIN IN THIS TENANT SPACE. w TO MATCH EXISTING. N THE EXTERIOR ELEVATIONS. 10. LINE OF CANOPY TO REMAIN OVER HEAD. 21. COORDINATE LIMIT OF WINDOW DEMOLITION WITH THE ARCHITECT IN THE FIELD. 4. EXISTING COLONNADE, CURB AROUND COLUMNS, BRICK, FRAMING, ROOF FRAMING, 11. EXISTING CURB AND RAISED SLAB TO BE REMOVED 12. EXISTING MEZZANINE TO BE REMOVED ORIGINAL DRAWINGS ARE UNCLEAR ON BUILDING LAYOUT IN THIS AREA, WINDOW DEMOLITION SHOULD TERMINATE AT NEAREST VERTICAL FRAMING MEMBER 5. ETC. OF EXISTING CANOPY TO BE SELECTIVELY REMOVED AND DISPOSED. COORDINATE SELECTIVE DEMO OF CANOPY AGAINST EXISTING FACADE. ENTRY 13. EXISTING ROOF DRAIN PIPING TO BE RE -LOCATED. COORDINATE WITH PLUMBING NEAREST TO THE INSIDE OF COLONNADE PIER. FEATURE TO REMAIN. DRAWINGS. 22. SEE EXTERIOR ELEVATIONS FOR LIMITS OF FINISH DEMOLITION AT FRONT WALL 6. INSIDE PERIMETER OF KIDS KLUB, ROOMS WITH FLOORS SLOPED TO DRAIN, OR 14. EXISTING ECCENTRIC FOOTING TO BE MODIFIED FOR NEW WORK. COORDINATE 23. REMOVE AND DISPOSE EXISTING BOLLARDS. WET AREAS. PROVIDE EXCAVATION AS REQUIRED TO INSTALL RECESSED SLAB. AT THESE LOCATIONS, THE TOP OF FINISH CONCRETE SLAB IS 1 1/2" BELOW WITH STRUCTURAL_ 15. EXISTING ROOF DRAINS OVERHEAD, TO REMAIN. 25. AT THIS LOCATION, REMOVE FLOOR TILE, THICKSET, MORTAR BED, CONCRETE FINISH FLOOR. 16. LINE INDICATES LOCATION OF NEW TENANT DEMISING WALL COORDINATE N CURBS, AND RECESSED SLAB. PROVIDE NEW CONCRETE SLAB INFILL AT 7. AREA OF POOL 4' DEEP ^ SPA POOL EXCAV/ !:T . G.C. TO CONFIRM FI ^ jMOLTION AREA. MATCH FINISH FLOOR ELEVATION. 26.MOVE AND -DISPOSE DOOR AND FRAME. 29'-8" 274'-8" 43'-0" 40'-10" 13'-4" 15'-4° 12'-4- 13'_l" 28'-11.1," 42'-M" 6'-5" €_ 6'-11" 32'-9" GENERAL SHEET NOTES 1. SEE GENERAL SHEET NOTES FOR GENERAL PROJECT DEMOLITION NOTES. 2. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, OR COLUMN CENTERLINE, UNLESS INDICATED OTHERWISE. 3. COORDINATE ALL LIMITS OF DEMOLITION WITH THE NEW PLAN. 4. REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 4.1. CONFIRM ITEMS SUPPORTING EXISTING STRUCTURE IN AREAS INDICATED FOR DEMOLITION. DO NOT DEMOLISH ITEMS THAT ARE SUPPORTING EXISTING STRUCTURE. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER FOR RESOLUTION. 4.2. CONFIRM EXISTING M/E/P ITEMS IN AREAS INDICATED FOR DEMOLITION. ONLY DEMOLISH M/E/P ITEMS INDICATED. NOTIFY ARCHITECT AND M/E/P ENGINEERS OF ALL CRITICAL ITEMS THAT NEED TO REMAIN/BE RELOCATED TO MAINTAIN BUILDING SERVICES. 5. REMOVE AND DISPOSE EXISTING CONSTRUCTION AS INDICATED IN THE DEMOLITION DRAWINGS AND AS REQUIRED FOR THE NEW WORK. 5.1. PREPARE SURFACES TO REMAIN TO RECEIVE NEW FINISHES/WORK. PATCH AND REPAIR AS REQUIRED. 5.2. PREPARE EXISTING WALLS TO REMAIN TO RECEIVE NEW FINISHES/WORK. PATCH AND REPAIR AS REQUIRED. INFILL WALL CONSTRUCTION AS REQUIRED AT DEMOLITION WORK AS REQUIRED FOR NEW WORK. ENSURE ALL SURFACES ARE FLUSH, ALIGNED, TRUE, AND PLUMB. FURR/SHIM AS REQUIRED. 5.3. REMOVE ALL EXISTING WALL GRAPHICS AND SIGNAGE. 5.4. REMOVE AND DISPOSE ALL EXISTING FIRE EXTINGUISHER CABINETS. ARE EXTINGUISHERS MAY BE REUSED IF THEY ARE IN GOOD CONDITION AND HAVE CURRENT INSPECTIONS. I LL J 0 a��waVO Lu CL C3 of-a�WzaIrO =wwzzuwzo �IxWa�'=or� o!WircoWUW-O aw�Z�Of 0 00=WWawF-W CO) C3 cl) 0 M N M ^_ O N ,Z_ O ti O N M O WLQ�O Proj #: Z vo04 08-07-2017 Sheet No.: 7 M M Drawn By: N AF/KC �m Z M 3V� U ' c~ o +, O « « s Q Ln s U LU 00 '00M d 0 L w N z N O « « U W rn Ln� L M S o 0 Er Er O O C) N C E O V) LL J 0 a��waVO Lu CL C3 of-a�WzaIrO =wwzzuwzo �IxWa�'=or� o!WircoWUW-O aw�Z�Of 0 00=WWawF-W CO) C3 cl) 0 M N M ^_ O N ,Z_ O ti O N M O DEMOLITION PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am • 1 Drawn By: Checked By: AF/KC �m C O d to N C E o m u°. g U L co O Z O Of Sheet Name: FIRST FLOOR DEMOLITION PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am • 1 Drawn By: Checked By: AF/KC KC 0 LEGEND NON -RATED STUD WALL, INSULATE AS INDICATED ■ = STEEL COLUMN, SEE STRUCTURAL. 1 HR RATED WALL, INSULATE AS INDICATED ' RBEM EXTERIOR DOOR EMERGENCY LIGHT - 2HR RATED WALL, INSULATE AS INDICATEDF9EXT EXTERIOR CANOPY MOUNTED LED STRIP DOWNLIGHT C==== CONSTRUCTION ABOVE Ft5(E) EXTERIOR CANOPY MOUNTED UPLIGHT Rua = ROOF DRAIN LINE LOCATION, SEE PLUMBING. Wt= _ = OVERFLOW ROOF DRAIN LINE LOCATION, SEE PLUMBING. EXISTING CMU WALL EXISTING CONSTRUCTION LEM AREA OF SLAB- LEAVE OUT AREA OF SLAB INFILL Q 32'-0" 3/32"=1'-0" 32'-0" KEYNOTES GENERAL SHEET NOTES 1. NO WORK THIS AREA, UNLESS INDICATED OTHERWISE. 15. ROOF DRAIN RISERS TO UNDERGROUND STORM DRAINS. THIS SHOULD NOT BE AN ISSUE. CONTRACTOR SHALL VERIFY CLEAR MINIMUM HEIGHT CRITERIA SHALL 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, OR COLUMN CENTERLINE, UNLESS INDICATED OTHERWISE. 2. NEW 2 -HR TENANT DEMISING WALL. 16. EXISTING ARCADE AND ENTRANCE TO REMAIN. BE MET PRIOR TO PROCEEDING WITH THE NEW WORK. NOTIFY ARCHITECT OF ALL DISCREPANCIES FOR 3. FUTURE TENANT IMPROVEMENT WALLS- N.I.C. SHOWN FOR REFERENCE ON ROOF DRAIN LINE 17. DROP DOWN FIRE LINE AS REQUIRED TO CROSS TEL/ DATA LINES. STEP BACK UP AFTER CROSSING. RESOLUTION. ADDITIONAL WORK WILL BE REQUIRED IF THE CLEAR HEIGHT IS NOT MET. 0 f) M RELOCATION AND NEW ROOF HATCH. CONFIRM FINAL DIMENSIONS. 18. EXTEND EXISTING FIRE RISER OVERHEAD TO NEW LOCATION SHOWN. HOLD TIGHT TO UNDERSIDE OF N� 4. RELOCATE ROOF DRAIN LINES TO POSITION SHOWN. CONNECT TO EXISTING STORM SEWER. CONFIRM ROOF DECK OVERHEAD. CONFIRM FINAL LOCATION WIDTH TENANT IMPROVEMENT WORK. PUMP. � m FINAL LOCATIONS WITH TENANT IMPROVEMENT WORK. 19. CLEARANCE AT AREA IS CRITICAL„ LINE(S) WILL CROSS T.I. CEILING FANS. WATER LINE, BACKFLOW, AND METER. COORDINATE FINAL LOCATION AND REQUIREMENTS rl�RRIGAT610N 3 cCA� 5. FUTURE TENANT IMPROVEMENT WALLS AND EQUIPMENT. SHOWN FOR COMMUNICATION LINE ROUTING. 20. TERMINATE CONDUITS AT CEILINGS AT THE LOCATION SHOWN. T.I. CONTRACTOR WILL COMPLETE THE ORITY HAVING JURISDICTION. COORDINATE BOLLARD LAYOUT AS REQUIRED WITH ANY 6. EXISTING TELEPHONE/ DATA DEMARK IN THIS ROOM. CONFIRM ACTUAL LOCATION IN ROOM, IN THE CONNECTIONS TO THE ROOM. CHANGES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. PROVIDE WITH SHUT-OFF VALVE w 'C FIELD. 21. 30 LF. SOFFIT VENT ABOVE, CENTERED ON ENTRANCE PIER. SEE 13/A-6.3. OUTSIDE THE BUILDING. CONTRACTOR SHALL PROVIDE CONNECTION TO EXISTING WATER MAIN. L 7. PROVIDE (5) 4" METALLIC CONDUITS OVERHEAD TO LOCATION SHOWN IN PIAN. HOLD TIGHT TO 22. SOFFIT ACCESS PANEL ABOVE. SEE 12/A-6.3. 5. ROUTE WATER LINE UP OUTSIDE FACE OF BUILDING AND INTO CEILING AREA OF ADJACENT ROOM. PRIOR TO WALL ENCLOSURE, CONTRACTOR SHALL PROVIDE BLOCKING BEHIND ALL WALL MOUNTED ITEMS. THIS SHALL INCLUDE ALL CONTRACTOR AND OWNER FURNISHED ITEMS. 1. WALL MOUNTED ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, TOILET AND BATHROOM ACCESSORIES, KEYED STORAGE UNITES, FITNESS EQUIPMENT CLEANING ACCESSORIES (PAPER TOWEL DISPENSERS, CLEANING FLUID, AND HAND SANmZERS), TELEVISIONS, GAME PANELS, AED DEVICE CABINETS, FIRE EXTINGUISHER BRACKETS AND CABINETS, AND ALL OTHER ITEMS MOUNTED TO THE WALLS. 2. COORDINATE FINAL LOCATIONS OF OWNER AND THIRD PARTY VENDOR FURNISHED ITEMS IN THE FIELD WITH LAF AND THE VENDOR. 3. AT WET AREAS, PROVIDE GALVANIZED METAL STRAP BLOCKING IN LIEU OF FIRE -RETARDANT -TREATED WOOD BLOCKING. 4. AT ALL OTHER AREAS, PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING. UNDERSIDE OF ROOF DECK OVERHEAD. CONFIRM FINAL LOCATION WITH TENANT IMPROVEMENT WORK. 23. DOMESTIC WATER RISER. COORDINATE INSTALLATION HEIGHT On TENANT CONTRACTOR. jlWORK. 24. EXISTING ROOF DRAIN LINES OVERHEAD. 6. ONCE INSIDE THE BUILDING, RUN THE IRRIGATION LINE TIGHT TO ROOF DECK ABOVE. HOLD AS HIGH �1� =OPERATIONS OF POOL AND SPA. CONTRACTOR SHALL PERFORM MASS EXCAVATION AND DEWATERING 25. FIRE RISER LOCATION. AS POSSIBLE TO PREVENT CONFLICTS WffH POOL DUCTWORK AND OTHER UTIIlf1ES BEING INSTALLED BY FOR TENANT CONTRACTOR. COORDINATE EXTENT WITH TENANT CONTRACTOR. 26. STEEL PIPE BOLLARD. SEE 5/A-0.2.1. TENANT CONTRACTOR. COORDINATE FINAL ROUTING WITH THE TENANT CONTRACTOR. 27. CONCRETE EQUIPMENT PAD. SEE 6/A-0.2.1. 7. FUTURE TENANT WALLS AND DUCTWORK AT PERIMETER OF POOL AREA. 11. EXISTING BUILDING ELECTRIC SERVICE IS IN THIS ROOM. 8. DROP IRRIGATION LINE DOWN INSIDE FUTURE TENANT WALLS AS SHOWN. RUN OUT UNDERGROUND TO 12. NEW ROOF HATCH LOCATION. COORDINATE FINAL LOCATION WITH EXISTING ROOF FRAMING AND TENANT 28. 3" OVERFLOW STORM DRAIN LINE. INSTALL 1'-0' ABOVE FINISH GRADE. IRRIGATION SYSTEM. SEE A-0.2 AND A-0.2.2 FOR IRRIGATION SYSTEM INFORMATION. IMPROVEMENT WORK. SEE 11/A-6.3. 29. 3" STORM DRAIN LINE. RUN OUT IN NEW SIDEWALK AND DAYLIGHT AT THE CURB. SEE ARCHITECTURAL Q SITE PLAN FOR LOCATION. 14. EXISTING ZERO LOT LINE FOUNDATION. SEE STRUCTURAL DRAWINGS FOR MODIFICATION. CONTRACTOR 30. ENSURE PIPE ROUTING DOES NOT IMPACT ACCESS PANEL CLEAR SPACE OR ACCESS TO LIGHTING. 1 Q 31. DASHED LINE INDICATES LIMIT OF BASKETBALL COURT IN TENANT IMPROVEMENTS. MINIMUM CLEAR SHALL NEATLY SAWCUT AND REMOVE ANY EXISTING EXCESS FOUNDATION POUR BEYOND THE 5 -0 HEIGHT FROM FINISH FLOOR TO B.O. OF JOIST/JOIST GIRDERS (NEW AND EXISTING) IS 20'-3". 1 DIMENSION INDICATED. NEW CONCRETE POUR SHALL NOT EXTEND BEYOND THE 5'-0" DIMENSION ANALYSIS OF THE B.O. OF DECK ELEVATIONS INCLUDED IN THE ORIGINAL CONSTRUCTION SET INDICATE 1.3 ° 2, 1.5 3.3.1 3.4.2 3.7 4 5.3 5,7 5.1.8 5.8'� 6 ° 6.3 W (N) (N) (N) (N) (N) 274'-8" �a'-n" 51 2"[ 43'-0" 40'-10" 32'-9" ENLARGED FIRST FLOOR PLAN 3/16"=1'-0" LL J } O J wZ QW�WaV0 cn �d U P LLj2 W z p z p=a. oo > CO Imax F -CCW 9Z_0'Wz0 2a.�u�QWOw� W W of of LU �� O U C-) Q 2 p�p2F- i bid :its N'>","�;% t AR001 3 5 P.- � N N Cp �O Q O w U-) �O Issue Date: 170264 08-07-2017 vo04Z A=201 Drawn By: Checked By: 0 f) M KC m 0 N W o N� , � m 3U� 3 cCA� �Q s w 'C U 00 L N M 0 L w � N z u_ S O L -$ UW M V) L0 fA L o � a p o O CV LL_ LnO LL J } O J wZ QW�WaV0 cn �d U P LLj2 W z p z p=a. oo > CO Imax F -CCW 9Z_0'Wz0 2a.�u�QWOw� W W of of LU �� O U C-) Q 2 p�p2F- i bid :its N'>","�;% t AR001 3 5 P.- � N N Cp �O Q O Proj #: Issue Date: 170264 08-07-2017 Sheet No.: A=201 Drawn By: Checked By: AF/KC KC m 0 C O C CL 'C to 0 m � u_ S -$ U fA L 0 Z o Sheet Name: FIRST FLOOR PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: A=201 Drawn By: Checked By: AF/KC KC LEGEND .................................... EXISTING ITEMS TO REMAIN .................................... EXISTING MECHANICAL - TO REMAIN .EA::::LR, v E.P.-T.R. EXISTING EQUIPMENT RAIL - TO REMAIN 0 0 EXISTING ROOF DRAINS - TO REMAIN Ir,l L - AREA OF ROOF PATCH/REPAIR T.O. IXST. PARAPET 27'-4p A.F.F. - V.I.F. T.O. IXST. C.M.U. 28'-0' A.F.F. - V.I.F. T.O. EXST. C.M.U. 28'-0' A.F.F. ::-V.I.F. T.O. PARAPET 28'-0" A.F.F. - V.I.F. ALIGN WITH EXIST. ROOF PLAN w LQ�O KEYNOTES 170264 z O N Am202 Drawn By: Checked By: M KC GENERAL SHEET NOTES coM W ROOF DRAIN AND OVERFLOW ROOF DRAIN 1. EXISTING ROOF DRAIN LOCATION. 16. TPO ROOFING SYSTEM OVER R19 RIGID FOAM INSUALTION OVER METAL DECKING, THIS AREA. RD ORD LOCATION - SEE PLUMBING 2. 30"X36" STEEL ROOF HATCH. BILCO S-20 WITH INTEGRAL, INSULATED CURB AND AND FULL GASKETING, OR EQUAL. PROVIDE WITH BILCO LADDER UP SAFETY 17. ROOF DRAIN. 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR INSTALLATION AND ACCEPTANCE OF PREFABRICATED w V)wS POST LU -1, OR EQUAL FIELD PAINT HATCH. SEE 11/A-6.3. 18. OVERFLOW ROOF DRAIN. MASONRY/CONCRETE, CENTERLINE OF STRUCTURE, OR CURBS AND PENETRATIONS WITH THE ROOFING ROOF MOUNTED HVAC EQUIPMENT 3. AREA OF TAPERED INSULATION/CRICKET TO BE INSTALLED OVER BASE ROOFING INSULATION. SLOPE 1/4' PER FOOT MINIMUM. 19. THIS AREA, MODIFY EXISTING ROOIFING EXPANSION JOINT/DIVIDER. SEE 10/A-6.1. CENTERLINE OF EQUIPMENT, UNLESS INDICATED OTHERWISE. CONTRACTOR AND THE G.C. IN ORDER TO PROVIDE ALL M e 0 TAPERED INSULATION CRICKET 4. DASHED LINE INDICATES FACE OF WALL BELOW. 20. WINDOW CANOPY, BELOW. 2. ALL HEIGHTS SHOWN ARE FROM FIRST FLOOR FINISH SLAB NECESSARY BLOCKING, NAILING, FLASHING, ETC. AS 5. METAL STUD DIAGONAL BRACING OVERBUILD AT THIS LOCATION. SEE WALL SECTIONS AND SECTION DETAILS FOR CONSTRUCTION. 21. TENANT DEMISING WALL, BELOW. SHOWN FOR REFERENCE ONLY TO SHOW THE LIMIT OF THE WORK. ELEVATION. REQUIRED FOR A WATER -TIGHT INSTALLATION. ROOF MOUNTED EXHAUST FAN 6. DASHED DIAMOND INDICATES LOCATION OF CONCENTRIC DIFFUSER BELOW. AT THESE LOCATIONS, SUPPLY DUCTWORK IS TO BE CENTERED AS SHOWN IN THE 22• COPPER PIPE DROP THROUGH ROOF. DROPS OCCUR INSIDE POOL EQUIPMENT ROOM. G.C. SHALL SCHEDULE DROPS INSTALLATION TO COORDINATE WITH T.I. 3. CONTRACTOR SHALL CONFIRM ALL AREAS ARE PROVIDED WITH 4.5. ALL ROOF EQUIPMENT SHALL BE MOUNTED ON ELEVATED, R.C.P. PLANS. CONTRACTOR SHALL COORDINATE ALL LOCATIONS IN SHOP DRAWINGS. METAL STUD WALL FRAMING INSTALLATION. COORDINATE WITH T.I. POOL CONTRACTOR AND PLUMBING CONTRACTOR REQUIREMENTS. POSITIVE DRAINAGE PRIOR TO FRAMING AND SHEATHING THE INSULATED PREFABRICATED CURBS. WHERE EQUIPMENT PLUMBING VENT PLUMBING PENETRATION 7. AREA OF ROOF PATCH/REPAIR - COORDINATE EXTENT WITH DEMOLITION WORK. MATCH EXISTING CONSTRUCTION. 23 ROOF. SITS ON A SLOPED SURFACE, PROVIDE A CURB MATCHED LOCATION 8. EXISTING JOIST LOCATION, CONFIRM ALL LOCATIONS AND DIMENSIONS IN THE FIELD. REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR NOE: SGREENS ARE AN ABB ALTERNATE. ONLY PR(MBE IF REQUIREB BY AURIORRY 'WANG dURISDIGTION AFFER THEY !WOE REVIEWED :HIE SIGIFF LINES To 4. ALL ROOF EQUIPMENT AND PENETRATIONS SHALL BE PROVIDED WITH STRUCTURAL SUPPORT, SEE TO THE SLOPED SURFACE. ALL EQUIPMENT SHALL SIT " OF TO PROCEEDING WITH THE WORK. (NOT USED) STRUCTURAL DRAWINGS FOR LEVEL. MAINTAIN 8 MIN. FROM TOP FINISH ROOF TO O FLUE LOCATION 9. MECHANICAL EQUIPMENT LOCATION. FRAMING INFORMATION AND LOCATIONS. TOP OF CURB. TAPERED INSULATION 10. PLUMBING VENT LOCATION. VENT PIPE IS CONCEALED IN T.I. METAL STUD WALL FRAMING. G.C. SHALL SCHEDULE VENT INSTALLATION TO COORDINATE WITH T.I. 4.6. ALL CURBS SHALL BE INSTALLED AND FLASHED PER THE4.1. E� METAL STUD WALL FRAMING INSTALLATION. VERIFY LOCATIONS OF ALL VENTS AND ROOF PENETRATIONS MANUFACTURER'S RECOMMENDATIONS. 11. GAS LINE DROPS LOCATION. DROPS OCCUR INSIDE POOL HEATER ROOM. G.C. SHALL SCHEDULE DROPS INSTALLATION TO COORDINATE WITH T.I. METAL STUD WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, ACCESS HATCH AND SAFETY CAGE -SEE WALL FRAMING INSTALLATION. COORDINATE WITH T.I. POOL CONTRACTOR REQUIREMENTS. ELECTRICAL, AND PLUMBING DRAWINGS. 5. THE GENERAL CONTRACTOR, AND ANY ROOFING SUBCONTRACTOR El�ROOF NOTES FOR SIZE(S) 12. EXHAUST AND INTAKE FLUE LOCATIONS FOR TENANT POOL EQUIPMENT/WATER HEATERS. DROPS OCCUR INSIDE POOL HEATER ROOM. G.C. SHALL SCHEDULE 4.2. VERIFY LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH WORKING UNDER THE GENERAL CONTRACTOR, SHALL BE DROPS INSTALLATION TO COORDINATE WITH T.I. METAL STUD WAIL FRAMING INSTALLATION. COORDINATE WITH T.I. POOL CONTRACTOR AND PLUMBING STRUCTURAL DRAWINGS. THE INTENT IS FOR THE EQUIPMENT TO ALIGN WITH STRUCTURAL JOIST/PURLIN. RESPONSIBLE FOR PROVIDING A COMPLETE WARRANTED, WATER -TIGHT ROOFING SYSTEM. THIS SHALL INCLUDE, BUT 13. CONTRACTOR REQUIREMENTS. EXISTING METAL COPING. 4.3. NO EQUIPMENT SHALL BE LOCATED WITHIN 10'-0' OF THE NOT BE LIMITED TO, SEPARATION BOARDS, VAPOR BARRIERS, 14. PRE -FINISHED ALUMINUM COPING. EDGE OF THE ROOF. THIS INCLUDES, BUT IS NOT LIMITED NAILERS AND BLOCKING, ROOF INSULATION, TAPERED OVERBUILD 15. TPO ROOFING SYSTEM OVER FIRE -RETARDANT TREATED PLYWOOD DECKING, THIS AREA. TO, RTUs, EXHAUST FANS, CONDENSING UNITS, AND VENTS. INSULATION, TAPERED OVERBUILD CRICKETS, ROOF MEMBRANE, 4.4. THE MECHANICAL CONTRACTOR SHALL COORDINATE WALL FLASHING, TERMINATIONS AND FLASHING, ETC. AS � 1.5 (N) 3.3.1 TNI 3.4. (N) �� 3.7 (N) 4 .4 5.3 (N) .7� 5.7.8 .3 6 6.3 (N) REQUIRED FOR PROVIDING A COMPLETE WARRANTED, WATER -TIGHT ROOFING SYSTEM. TYPICAL DETAILS ARE SHOWN NI - 274'-8" ON1-13/A-6.3; DETAILS ARE PROVIDED TO SHOW MINIMUM 64'-0' ' 51 - 43'-0' 40'-10" 42 - 32'-9' REQUIREMENTS. COMPLY WITH MANUFACTURER'S AND NRCA'S 18'-1" 13'-10' 5'-4' 15'-4 ' 25'-* 28'-11 j' REQUIREMENTS. COORDINATE THESE DETAILS WITH THE ROOFING SYSTEM PROVIDED AND FIELD CONDITIONS. 32'-0' 23'-0" 23'-5" 6'-5 6'-11' 6. ALL TAPERED OVERBUILD INSULATION AND TAPERED OVERBUILD B.O. IXST. DECK E ! • i T.O. IXST. d.M.U. ' , 10 -11 ► • ! • t • 7 -8 , I 34 -7 , ( I I B.O. EXST. DECKB.O. i 10'-0.' ( 1 I IXST. DECK A CRICKETS SHALL HAVE 1/4 PER FOOT MINIMUM SLOPE. WHERE VALLEYS OCCUR IN CRICKETS AND TAPERED INSULATION, THE .F. ii 20'-9" A.F.F. - V.I.F. I I 28 -0 A.F.F - V.LF I V I.F 18 _g V.I.F.ZV.I.F. V.I.F. 25 -0 A.F.F. i- V.I.F. f ,� V.I.F. i 20 -9 A.F.F - V.I.F. 42'-8' �� 56'-8' 25'-8' 18 -11' 22'-g" TAPERED INSULATION SHALL BE PROVIDED IN SUFFICIENT DEPTH (! �� _ - AND SLOPE TO ENSURE A MINIMUM 1/4/r PER FOOT SLOPE IN 1 -I" 18'-9' 13 Q THE VALLEY TO THE ROOF DRAIN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BID. - - - - _ _ _ _ _ _ _ - NO CHANGE ORDERS SHALL BE ACCEPTED FOR ADDITIONAL ROOFING MATERIAL REQUIRED TO CREATE THE SLOPES. I I I I € II I I ! I ( I ! I 10 vo T.O. IXST. PARAPET 7. PROVIDE CRICKETS AT THE UPSLOPE SIDE OF ALL ROOFTOP II I I I € I; I I I •� 18'-1" - 25 EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, E.R.D....T.R. _ I N ALIGN SKYLIGHTS, ROOF HATCHES, RTUs, EXHAUST FANS, AND OTHER i € 7t AIIGN ALIGN I f I I f'� RTU10 LARGE ITEMS. CRICKETS ARE NOT REQUIRED AT PLUMBING PENETRATIONS. T.O. IXST. PARAPET 27'-4p A.F.F. - V.I.F. T.O. IXST. C.M.U. 28'-0' A.F.F. - V.I.F. T.O. EXST. C.M.U. 28'-0' A.F.F. ::-V.I.F. T.O. PARAPET 28'-0" A.F.F. - V.I.F. ALIGN WITH EXIST. O OW<wz aWHWdVO >-WWZ0-00WW 0lF-x WOz0Tz F..- b - M W N= WLu Z F- 2 Q W M O 00> GO 1' F -W W ZZ0WZ0 2QW wOw� WWWyWUW-O aw�Z�Z) W3v 00=WWaWF-W UU�=m0 U ~Q cn a cl) 0 M N M "T m w 0 C O C O 'C 0 N 0 O z Sheet Name: ROOF PLAN w LQ�O Issue Date: 170264 z O N Am202 Drawn By: Checked By: M KC coM W z ED Q eon 3 V d V o �~ 4-)° 10Q w V)wS s V L Q M 0 L N w z O N " L U^ L / ? M U 0 O �0 O L¢ O OW<wz aWHWdVO >-WWZ0-00WW 0lF-x WOz0Tz F..- b - M W N= WLu Z F- 2 Q W M O 00> GO 1' F -W W ZZ0WZ0 2QW wOw� WWWyWUW-O aw�Z�Z) W3v 00=WWaWF-W UU�=m0 U ~Q cn a cl) 0 M N M "T m w 0 C O C O 'C 0 N 0 O z Sheet Name: ROOF PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am202 Drawn By: Checked By: AF/KC KC GENERAL SHEET NOTES DEMOLITION f EXISTING: A. ELEVATIONS AND DIMENSIONS SHOWN ARE BASED ON THE ORIGINAL DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. B. COORDINATE ALL LIMITS OF DEMOLITION WITH THE NEW PLAN. C. REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. C.1. CONFIRM ITEMS SUPPORTING EXISTING STRUCTURE IN AREAS INDICATED FOR DEMOLITION. DO NOT DEMOLISH ITEMS THAT ARE SUPPORTING EXISTING STRUCTURE. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER FOR RESOLUTION. C.2. CONFIRM EXISTING M/E/P ITEMS IN AREAS INDICATED FOR DEMOLITION. ONLY DEMOLISH M/E/P ITEMS INDICATED. NOTIFY ARCHITECT AND M/E/P ENGINEERS OF ALL CRITICAL ITEMS THAT NEED TO REMAIN/BE RELOCATED TO MAINTAIN BUILDING SERVICES. NEW WORK 1. NOT ALL MATERIALS MAY BE USED. 2. NOT ALL KEYNOTES MAY BE USED. 3. LIGHT FIXTURE DIMENSIONS ARE TAKEN TO CENTERLINE OF THE FIXTURE, UNLESS NOTED OTHERWISE. 4. MASONRY/CONCRETE DIMENSIONS ARE TAKEN TO FINISH FACE OF MATERIAL(S). ALL HEIGHTS SHOWN ARE FROM FIRST FLOOR FINISH SLAB ELEVATION. 5. GENERAL CONTRACTOR TO VERIFY MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION OF ALL PERIMETER LIGHTING. 6. C.J. = CONTROL JOINT. 6.1. AT E.I.F.S. INSTALL CONTROL JOINT PER MANUFACTURER'S RECOMMENDATION, JOINT SHALL BE 1/2" WIDE WITH JOINT SEALANT AND BACKER ROD. JOINT SEALANT COLOR SHALL MATCH E.I.F.S. COLOR. 6.2. AT BRICK VENEER CONTROL JOINTS, PROVIDE 1/2' CLEAR JOINT WITH JOINT SEALANT AND BACKER ROD. JOINT SEALANT COLOR SHALL MATCH GROUT COLOR. 6.3. AT THIRU-WALL C.M.U. CONTROL JOINTS, PROVIDE 1/2' CLEAR JOINT WITH CONT. INORGANIC CONTROL JOINT GASKET, JOINT SEALANT, AND BACKER ROD. 6.4. AT TILT -UP CONCRETE CONTROL JOINTS, PROVIDE 1/2' CLEAR JO,AT WITH CONT. INORGANIC CONTROL JOINT GASKET, JOINT SEALANT, AND BACKER ROD. 7. AT ALL BUILDING SIGNAGE AND GRAPHIC PANELS OCCURRING AT STUD WALL FRAMING, PROVIDE 5/8" FIRE -TREATED PLYWOOD SHEATHING AS REQUIRED FOR PROPER SIGNAGE AND GRAPHIC PANEL SUPPORT. COORCiNATE WITH LA.F. SIGNAGE VENDOR. 8. COORDINATE ALL ELECTRICAL REQUIREMENTS AND LOCATIONS WITH LAF SIGNAGE VENDOR PRIOR TO PROCEEDING WITH THE WORK. ALL ELECTRICAL SERVICE POINTS SHALL BE LOCATED IN AN ACCESSIBLE AREA AND CONCEALED FROM PUBLIC VIEW. 9. COPINGS/ROOF EDGE TERMINATIONS: 9.1. COPINGS/ROOF EDGE TERMINATIONS AT E.I.F.S. SHALL MATCH ADJACENT E.I.F.S. COLOR(S). 9.2. COPINGS/ROOF EDGE TERMINATIONS AT METAL PANELS SHALL MATCH ADJACENT METAL PANEL COLOR. 10. GUTTERS AND DOWNSPOUTS: COLOR SHALL MATCH ADJACENT ROOF EDGE TERMINATION COLOR. 11. HOLLOW METAL DOORS AND FRAMES: SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR. REMOVE EXISTING DUST, DEBRIS, AND ALL OTHER DETRIMENTAL MATERIALS AND ITEMS FROM EXISTING SURFACES TO BE PAINTED. POWERWASH SURFACES PRIOR TO PAINTING. NOTE: THE EXISTING COPINGS AND EXISTING SCUPPERS, CONDUCTOR HEADS, AND CONDUCTORS ARE ESPECIALLY DIRTY. CUT THROUGH AREA OF ENTRANCE ELEMENT KEYNOTES DEMOLITION/EXISTING NEW WORK A. REMOVE AND DISPOSE ALL E.I.F.S. FINISH CONSTRUCTION BACK TO ORIGINAL STRUCTURAL C.M.U. 1. SIGN/WALL GRAPHIC BY OTHERS, COORDINATE WITH SIGN COMPANY. FINAL SIZE AND FORMAT TO DESCRIPTION WALL. EXISTING CMU BE DETERMINED. WHERE SIGNAGE IS MOUNTED TO METAL STUD FRAMED WALLS, PROVIDE 5/8" B. REMOVE AND DISPOSE ARCADE PIERS, SOFFIT, ROOF AND STRUCTURE EXISTING FACE BRICK, TO REMAIN FIRE -RETARDANT TREATED WOOD BEHIND THE SIGNAGE IN LIEU OF THE GYPSUM SHEATHING BOARD. C. REMOVE AND STORE FACE BRICK TO TOP OF EXISTING WATER TABLE IN THIS AREA. FACE BRICK 2. OUTLINE OF MECHANICAL EQUIPMENT BEYOND. CONCRETE CURB. BASE AND WATER TABLE TO REMAIN. REMOVE MORTAR FROM TOP OF WATER TABLE IN PREPARATION 3. 12'H CAST ALUMINUM DIMENSIONAL METAL LETTERS. FIELD VERIFY FINAL ADDRESS WITH AUTHORITY EXISTING SOLDIER COURSE, TO REMAIN. FOR NEW WALL EXISTING E.I.F.S. CORNICE, TO REMAIN. HAVING JURISDICTION. COLOR SHALL MATCH THE 'YELLOW COLOR OF THE LA FITNESS 'SWOOP". D. FACE BRICK BASE AND WATER TABLE TO REMAIN. 4. ROOF MEMBRANE. E. REMOVE AND DISPOSE E.I.F.S. PIER AND SUPPORTING CONSTRUCTION BACK TO ORIGINAL 5. OUTLINE OF ARCADE IN FRONT OF EXISTING SHOPS TO REMAIN. SHOWN HIDDEN TO SHOW NEW STRUCTURAL C.M.U. WALL. EXISTING ALUMINUM FRAMED WINDOW AND DOOR, TO REMAIN. CONSTRUCTION BEYOND. F. REMOVE AND STORE FACE BRICK BASE AT PILASTER BACK TO ORIGINAL STRUCTURAL C.M.U. WALL. 6. HATCHED AREA INDICATES OUTLINE OF EXISTING CANOPY TO BE REMOVED. CONTRACTOR SHALL - _ T.O. PARAPET 35 -5 A.F.F. NEATLY STORE BRICK ON PALETTES IN ADJACENT, UNLEASED TENANT SPACES. USE STORED BRICK EXISTING HOLLOW METAL DOOR AND FRAME, TO REMAIN COMPLETELY REMOVE ALL FLASHING, SEALANTS, AND OTHER CLOSURE AT THE FACE OF WALL TO TO PATCH BASE OF WALL AT LA FITNESS AREA OF WORK, REMOVE MORTAR AND CLEAN PRIOR TO EXISTING OVERHEAD DOOR AND FRAME, TO REMAIN. FINISH TO REMAIN AS -IS. REMAIN. PATCH AND REPAIR ADJACENT WALL BEYOND TO MATCH ADJACENT EXISTING TO REMAIN. REINSTALLING. RETURN REMAINDER OF BRICK TO LANDLORD FOR LANDLORD FOR FUTURE USE AT 34'-9 MATCH CONSTRUCTION, PROFILES, MATERIALS, AND FINISH. EXISTING DOCK PADS AND BUMPERS, TO REMAIN. PAINT FRAME ONLY, NOT PADS. COMPLETION OF PROJECT. 7. FLASHING AND COUNTER FLASHING, MATCH ROOF MEMBRANE COLOR. G. REMOVE AND DISPOSE PORTION OF WALL AS REQUIRED FOR NEW WINDOW/DOOR OPENING. REMOVE 8, 3/4"x3/4' VERTICAL 'V' REVEAL. ALIGN WITH CENTERLINE OF WINDOW FRAMING AND END OF EXISTING LIGHT FIXTURE, TO REMAIN. AND STORE FACE BRICK AND WATER TABLE. NEATLY STORE BRICK ON PALETTES IN ADJACENT, NOT USED ENTRANCE PIER. - MATCH EXISTING UNLEASED TENANT SPACES. USE STORED BRICK TO PATCH BASE OF WALL AT LA FITNESS AREA OF 9, 3/4' X 3/4' HORIZONTAL V REVEAL. ALIGN CENTERLINE WITH DIMENSIONS SHOWN. V.I.F. - MATCH EXISTING WORK, REMOVE MORTAR AND CLEAN PRIOR TO REINSTALLING. RETURN REMAINDER OF BRICK TO 10. E.I.F.S. CONTROL JOINT, ALIGN WITH C.M.U. JOINTS BEYOND. SEE PLANS FOR LOCATIONS. E.I.F.S. WALL LANDLORD FOR LANDLORD FOR FUTURE USE AT COMPLETION OF PROJECT. 11. EXISTING COMPACTOR. H. REMOVE AND DISPOSE EXISTING HOLLOW METAL DOOR AND FRAME INFILL OPENING WITH 12, REFINISH ALL EXISTING E.I.F.S. AT THIS WALL. MATCH EXISTING COLORS. E.I.F.. BAND WITH 3/4"X3/4' 'V' REVEALS CONSTRUCTION TO MATCH THE EXISTING. CO ORDINATE WITH NEW WORK. 13. EXISTING OVERFLOW SCUPPERS TO REMAIN. I. NOT USED. 14. OUTSIDE FACE OF L.A. FITNESS FRONT WALL. J. REMOVE AND DISPOSE EXISTING ALUMINUM STOREFRONT WINDOW AND DOOR. INFILL OPENING WITH 15. SPACE THIS JOINT TO BE SAME DISTANCE AS JOINT AT AT EXISTING C.M.U. WALL JOINT. VERIFY PREFINISHED ALUMINUM COPING. CONSTRUCTION TO MATCH EXISTING. COORDINATE WITH NEW WORK. GLAZING: LOW -E, GREEN TINT. SEE SPECS. DISTANCE IN FIELD. K. AT THIS LOCATION REMOVE AND STORE FACE BRICK BASE AND WATER TABLE. REMOVE BRICK IN 16. MAINTAIN EXISTING BRICK BASE BEHIND ENTRANCE TOWER. DO NOT REPLACE BRICK AT END. PREFINISHED ALUMINUM PANELS AT RECESSED WINDOW SURROUND. COMPLETE UNITS TO NEAREST MORTAR JOINT, DO NOT CUT BRICKS IN A STRAIGHT LINE. BASE OF GALVANIZED STEEL CANOPY AND TIE RODS. HOLD CLEAR OF NEW ENTRANCE TOWER CONSTRUCTION. MATCH EXISTING LIGHT FIXTURE COLOR FOR NEW WORK, UNLESS NOTED OTHERWISE. WALL SHALL BE REBUILT THROUGH THIS AREA. NEATLY STORE BRICK ON PALETTES IN ADJACENT, 17. MAINTAIN EXISTING BRICK BASE BEHIND ENTRANCE ^;ER. DO REPLACE BRICK AT END, ADJACENT ACCENT TRIM BANDS: PREFINISHED ALUMINUM, MATCH PMS#129U 'YELLOW' UNLEASED TENANT SPACES. USE STORE" BRICK TO PATCH BASE OF WALL AT LA FITNESS AREA OF AlOR GALVANIZED HOLLOW METAL DOOR AND FRAME. TO THE WINDOW JAMB. SEE 5/A-6.2 SIM. METAL PANELS AT WINDOW SURROUNDS: FIRESTONE UNACLAD, MEDIUM BRONZE. WORK, REMOVE MORTAR AND CLEAN TO REINSTALLING. RETURN REMAINDER OF BRICK TO LIGHT FIXTURE. 11 WINDOW CANOPIES: PITTSBURGH PAINTS, PPG 1080-6 'CINNAMON CRUNCH' LANDLORD FOR LANDLORD FOR FUTURE USE AT COMPLETION OF PROJECT. 18. CONTINUE E.I.F.S. BAS BEHND ENTRANCE PIER. EXTEND TO WINDOW JAMB. SEE 5/4-6.2 A-6.2 SIM. L. REMOVE AND DISPOSE THIS PORTION OF STUD FRAMING IN FRONT OF CA.U. WALL AT THIS 19. AREA OF NEW BRICK BASE/BRICK BASE PATCH AND REPAIR. USE STORED BRICKS i ?OM BOLLARDS: SAFETY YELLOW, SEE BOLLARD DETAIL. LOCATION. GALAVANIZED STEEL BOLLARD WITH COVER. DEMOLITION FOR THE NEW WORK. PRIOR TO INSTALLATION, REMOVE ALL MORTAR FROM THE M. REMOVE AND DISPOSE COPING, CORNICE, AND STUD FRAMING OVERBUILD. DEMOLISH DOWN TO CONCRETE EQUIPMENT PAD. NO FINISH. BRICKS AND CLEAN THE BRICKS. USE ONLY WHOLE, UNDAMAGED UNITS. MATCH EXISTING EXISTING CHAINLINK GUARD RAIL. FINISH TO REMAIN AS -IS. TYPICAL T.O. EXISTING C.M.U. FRONT LIGHT FIXTURES: DARK BRONZE. MORTAR COLOR. SEE 5/A-6.2 FOR DETAIL ELEVATION AND LAYOUT. N. REMOVE AND DISPOSE PORTION OF WALL AS REQUIRED FOR NEW DOOR OPENING. 20. NEW ELECTRIC GEAR AND METER. 0. NOT USED. 21. NEW GAS METER. P. REMOVE AND DISPOSE EXISTING E.I.F.S. RETURN AT THIS CORNER OF THE BUILDING. 22. HATCHED AREA INDICATES OUTLINE OF EXISTING PILASTER TO BE REMOVED. CONTRACTOR SHALL Q. EXISTING B.O. DECK. ... COMPLETELY REMOVE ALL FLASHING, SEALANTS, AND OTHER CLOSURE AT THE FACE OF WALL TO R. REMOVE AND DISPOSE EXISTING CONCRETE CURB AT PIERS TO BE DEMOLISH AND BASE OF WALL REMAIN. PATCH AND REPAIR ADJACENT WALL BEYOND TO MATCH ADJACENT EXISTING TO REMAIN. s .. ..... .... •ir. AT LA FITNESS AREA. TERMINATE CURB REMOVAL AT LIMIT OF LA FITNESS AREA. AT EXISTING 't;;.Ji .. _ , MATCH CONSTRUCTION, PROFILES, MATERIALS, AND FINISH. ..5.........3.......t... s....3...,...5::::i::::l;:::i::::i::::l:::::::t:::::1::::.:::i::::i::::3:::: WALL CURB TO REMAIN, NEATLY SAWCUT END OF CURB AT LIMIT OF LA FITNESS AREA. CLEAN 23. DASHED LINES INDICATE BRICK PIER, BEYOND. B.O.SOFFIT BRICK TO REMAIN BEHIND CURB DEMOLITION. 24. ALIGN THIS EDGE OF E.I.F.S. PILASTER WIT THE EXISTING UPPER SECTION OF THE BRICK PIER, 1Q:..:::..: ...:. BEYOND. 1 25. ALIGN THIS EDGE OF TH BRICK PILASTE THE EXISTING WINDOW FRAMING. VERIFY LOCATION ----------- .-� - ... , {. IN FIELD; REVIEW WITH ARC 0 PROCEEDING WITH THE WORK. ORIGINAL DRAWINGS :....3.......f....:....3..... 1 .. 5..............5.........1.......t....:....3...,...I........1......i.........1...:...i....:....3...;....i....:....1...:....t....:....3........t....:....1...x...t.........1.......i....:....1...:...5........3...:....i....:....3...;....t....:....1...:...i....:....1...,...5.........1...:. ....:.......:..... _°...... ..t.........3......5.........3......5.........1.......t.........3.. -= -L --- -- - = ;_ . ARE UNCLEAR ON THE WINDOW LAYOUT IN THIS AREA. - - 25 4 A F.F. V.LF. 26. MODIFY EXISTING WINDOW SYSTEM WITH NEW JAMB FRAMING. UTILIZE PARTS SAVED FROM DEMOLITION, IF POSSIBLE. 27. NEATLY SAWCUT END OF EXISTING CURB TO REMAIN. COORDINATE TERMINATION LOCATION WITH NEW WORK, INCLUDING THE SITE WORK, AND THE EXISTING CURBS AT THE EXISTING PIERS. 28. DOORS ARE ELEVATED AT THIS LOCATION TO ACCOMMODATE LA FITNESS TENANT RAISED WOOD ATHLETIC FLOOR. COORDINATE FINAL HEIGHT WITH PRODUCT BEING SUPPLIED BY TENANT CONTRACTOR. 29. PROVIDE E.I.F.S. MANUFACTURER'S STANDARD IMPACT -RESISTANT REINFORCING MESH FOR THE HEIGHT INDICATED. TYPICAL AT ALL E.I.F.S. (N) L�23) 5 PARTIAL LEFT A-4.3 3/16"=1'-0" 27 C N( P ZAP 7 � 23 91 (WEST) ELEVATION - NEW T.O. EXIST. PARAPET V.I.F. T.O. EXST. FRAMING 34'-9 172"r-A.F.F. - V.I.F. T.O. EXIST. BRICK BASE '4-0 A.F.F.V ---------------- FINISH FLOOR 19 W I KTPARTIAL LEFT (WEST) ELEVATION - NEW 3/16"=1'-0" LEGEND DEMOLITIONAXISTING - - - DEMOLITION ITEMS EXISTING SOLDIER COURSE, TO BE REMOVED AND STORED EXISTING FACE BRICK, TO BE REMOVED AND STORED EXISTING WATER TABLE COURSE, TO BE REMOVED AND STORED EXISTING ROWLOCK COURSE, TO BE REMOVED AND STORED EXISTING BRICK BASE, TO BE REMOVED AND STORED EXISTING CONCRETE CURB, TO BE REMOVED AND DISPOSED EXISTING SOLDIER COURSE, TO REMAIN EXISTING FACE BRICK, TO REMAIN EXISTING WATER TABLE COURSE, TO REMAIN EXISTING ROWLOCK COURSE, TO REMAIN EXISTING BRICK BASE, TO REMAIN EXISTING CONCRETE CURB, TO REMAIN EXISTING C.M.U. TO REMAIN. PROVIDE SELECTIVE :........:.........:.... DEMOLITION AS REQUIRED AT NEW DOOR OPENINGS. TOOTH NEW WORK INTO EXISTING. E.C.J. EXISTING C.M.U. WALL CONTROL JOINT. VERIFY EXISTING LOCATIONS IN FIELD. NEW NEW EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.) E.I.F.S. ACCENT COLOR / METAL PANEL ACCENT COLOR. NOTE: E.I.F.S AND METAL PANELS ARE DIFFERENT COLORS. SAME PATTERN USED TO DELINEATE EXTENT OF MATERIAL. E.I.F.S. ACCENT COLOR. METAL WALL PANEL SYSTEM, INSTALLED HORIZONTALLY ® DOOR EMERGENCY EXIT LIGHT. AT EXISTING DOOR LOCATIONS, INSTALL AT EXISTING JUNCTION BOX WATER TABLE COURSE, USE STORED BRICK ROWLOCK COURSE, USE STORED BRICK BRICK BASE, USE STORED BRICK E.I.F.S. PILASTER AT JUNCTURE BETWEEN EXISTING SPACE TO REMAIN AND LA FITNESS TENANT AREA. C.J. C.M.U. WALL/E.I.F.S. CONTROL JOINT. PROVIDE CONTROL IN E.I.F.S. AT ALL NEW AND EXISTING C.M.U. WALL CONTROL JOINTS. B I B.O. EXIST. DECK - VARIES - V.I.F. 0 EXTERIOR FINISH SCHEDULE j MAFINSH MATERIAL SCHEDULE A A.4 A.6 B B.1 B 2 f AK EXISTING CONCRETE BASE, TO REMAIN. FINISH TO REMAIN. WHERE CUT, PAINT TO MATCH EXISTING. SYMBOL DESCRIPTION A EXISTING CMU AL EXISTING CAST STONE COLUMNS, TO REMAIN. B EXISTING FACE BRICK, TO REMAIN AM EXISTING CAST STONE TRIM, TO REMAIN. C EXISTING FACE BRICK BASE, ROWLOCK, AND WATER TABLE, TO REMAIN. AN CONCRETE CURB. D EXISTING E.I.F.S. TO REMAIN. AO EXISTING SOLDIER COURSE, TO REMAIN. E EXISTING E.I.F.S. CORNICE, TO REMAIN. AP E.I.F.S PILASTER F EXISTING E.I.F.S. BAND, TO REMAIN. o c s 41 G EXISTING METAL COPING. LEAVE FINISH AS -IS, UNLESS INDICATED OTHERWISE. H EXISTING ALUMINUM FRAMED WINDOW AND DOOR, TO REMAIN. W¢ T.O. EXST. FRAMING - I NOT USED _ - _ - _ T.O. PARAPET 35 -5 A.F.F. J EXISTING HOLLOW METAL DOOR AND FRAME, TO REMAIN PARAPET K EXISTING OVERHEAD DOOR AND FRAME, TO REMAIN. FINISH TO REMAIN AS -IS. M T.O. PARAPET 34'-9 L EXISTING DOCK PADS AND BUMPERS, TO REMAIN. PAINT FRAME ONLY, NOT PADS. N z M EXISTING METAL ROOF PANELS, TO REMAIN. N EXISTING LIGHT FIXTURE, TO REMAIN. 0 NOT USED V.I.F - MATCH EXISTING P FACE BRICK BASE, ROWLOCK, AND WATER TABLE, PATCH AND REPAIR. REUSE BRICKS STORED FROM DEMOLITION. MATCH EXISTING MORTAR. WHERE ADJOINING EXISTING BRICK BASE TOOTH NEW WORK INTO THE EXISTING. V.I.F. - MATCH EXISTING FINISH SCHEDULE SYMgOL.. DESCRIP?lON Q E.I.F.S. WALL 1 E.I.F.S. WALLS: MATCH PITTSBURGH PAINTS, PPG1008-1 'FOCUS' R E.I.F ;. CORNICE. 2 E.I.F.S-CORNICE COLOR 1: MA"H PITTSBURGH PAINTS PPG1008-4, 'GRAY BY ME' S E.I.F.. BAND WITH 3/4"X3/4' 'V' REVEALS 3 E.I.F.S-CORNICE COLOR 2: MATCH PITTSBURGH PAINTS PPG1006-7, 'METROPOLIS' T E.I.F.S. CANOPY. 4 F.I.F.S - ENTRANCE CANOPY: MATCH PITTSBURGH PAINTS, PPG1008-1 'FOCUS' U E.I.F.S. RECESS SURROUND AT WINDOW. 5 ALUMINUM WINDOW FRAMING+TRIM: CLEAR ANODIZED, SEE SPECS V PREFINISHED ALUMINUM COPING. 6 GLAZING: LOW -E, GREEN TINT. SEE SPECS. W THERMALLY IMPROVED, PREFINISHED ALUMINUM CURTAIN WALL AND GLAZING. 7 HORIZONTAL METAL PANELS: MAYNE COATING CORP. LONGBOARD - 1/' GROOVE, 6"H, LONGBOARD. COLOR: LIGHT NATIONAL WALNUT 1806/02-716. X PREFINISHED ALUMINUM PANELS AT RECESSED WINDOW SURROUND. Y GALVANIZED STEEL CANOPY AND TIE RODS. 8 MATCH EXISTING LIGHT FIXTURE COLOR FOR NEW WORK, UNLESS NOTED OTHERWISE. Z PREFINISHED ALUMINUM PANEL SYSTEM, INSTALLED HORIZONTALLY. 9 ACCENT TRIM BANDS: PREFINISHED ALUMINUM, MATCH PMS#129U 'YELLOW' AA GALVANIZED HOLLOW METAL DOOR AND FRAME. 10 METAL PANELS AT WINDOW SURROUNDS: FIRESTONE UNACLAD, MEDIUM BRONZE. AB LIGHT FIXTURE. 11 WINDOW CANOPIES: PITTSBURGH PAINTS, PPG 1080-6 'CINNAMON CRUNCH' AC ACCENT TRIM BANDS AT ENTRANCE TOWER. 12 EXISTING C.M.U. WALLS: MATCH PITTSBURGH PAINTS PPG1008-1 'FOCUS' AD E.I.F.S. BASE BAND. 13 BOLLARDS: SAFETY YELLOW, SEE BOLLARD DETAIL. AE GALAVANIZED STEEL BOLLARD WITH COVER. 14 E.I.F.S PILASTER: MATCH EXISTING ADJACENT E.I.F.S. WALL COVER OVER EXIST. DOORS. AF CONCRETE EQUIPMENT PAD. NO FINISH. AG EXISTING CHAINLINK GUARD RAIL. FINISH TO REMAIN AS -IS. 15 FRONT LIGHT FIXTURES: DARK BRONZE. AH METAL TRASH DUMPSTER CHUTE. _............. .;...............:.......................:.......;.......:......;.......- .... _ 25 1 A.F.F. AI NOT USED. :.... ..:.... AJ IC.MU. WITH CONCRETE PARGE LOADING DOCK PIT WALL. PAINT ALL SURFACES, INCLUDING BOLLARD AT END.. .. ... ................ ' V.I.F. - MATCH EXISTING T.O. EXIST. C.M.U. WALL 28'-0' A.F.F. - V.I.F. T.O. EXIST. PARAPET UNKNOWN - V.I.F. MTA 10, 10'-0' A.F.F. - V.I.F. B.O. EXISTING SOFFIT UNKNOWN - V.I.F. B.O. EXIST. BRICK BASE d -n evv - v I v FINISH FLOOR 0"-0' PARTIAL RIGHT (EAST) ELEVATION - NEW 3/16"=1'-0" 27' (N) (N) (N) PARTIAL LEFT (WEST) ELEVATION - NEW 3/16"=1'-0" B.O. EXIST. SOFFIT 10'--0' A.F.F. - V.I.F. -------- T.O. EXIST. BRICK BASE 4'-0 A.F.F. - V.I.F. V-4', MAINTAIN 8' MIN. FROM EXST. CONTROL JOINT. V.I.F. REPORT DISCREPANCIES TO RIGHT (EAST) ELEVATION - NEW 3/32"=1'-0" FINISH FLOOR 01-0. �I 0 N 0 0 r - CD N M C7 0 r E 8 L co EXTERIOR ELEVATIONS w u0 `O ZoeZ A A.4 A.6 B B.1 B 2 f 170264 08-07-2017 E F G H Drawn By: 0 M M KC w Lo rn Z m bDt � � T.O. EXIST. PARAPET G E V +' o c s 41 « s W¢ T.O. EXST. FRAMING - -_- Fr= _ - _ - _ T.O. PARAPET 35 -5 A.F.F. L T.O. PARAPET T.O. PARAPET M T.O. PARAPET 34'-9 1 2 A.F.F. - V.I.F. N z V.I.F. - MATCH EXISTING N V.I.F - MATCH EXISTING O « « V.I.F. - MATCH EXISTING Z V R R V w G A v) M 1 I I I Z 1 3 3 2 0 T.. EXIST. C.M.U. - - -- 12 I T. EXIST. C.M.U. I T.O. EXIST. C.M.U. 28-0 A.F.F. - 2 -4 A.F.F. - V.I.F. --------- - V.I.F. - - - -_ _ T 0. PARAPET �. ..,.. ,•. .. .... ....... :• ...... -. .. .. :.... ,; ..:....3.....5....:....3.. .....5.........1......5.........1.......5.........3......5.........3.....5.........1...,....i.........3........t.........1...,....(.........3......t.........1...:....t....:....1.......i....:....1........t........3...,....t....:....1.......t...:....1...,...I....:. .` T.O. PARAPET _............. .;...............:.......................:.......;.......:......;.......- .... _ 25 1 A.F.F. Y :.... ..:.... .. ... ................ V.I.F. -MATCH EXISTING NG ... s .. ..... .... •ir. ..... ...... .�. ...>. _ 't;;.Ji .. _ , :...t::::::::1::.::t::::i::::3:::::t::::i::::1:: .:5::::1::::1::::::....:...:3:: � ..5.........3.......t... s....3...,...5::::i::::l;:::i::::i::::l:::::::t:::::1::::.:::i::::i::::3:::: B.O.SOFFIT 4 .. > ..: :;,-- .,; :..:;-,,... :.1: = 1Q:..:::..: ...:. ........:...............:.......;...... _'......... .` T.O. EXIST. C.M.U. 20 -1 A.F.F. ----------- .-� - ... , {. :....3.......f....:....3..... 1 .. 5..............5.........1.......t....:....3...,...I........1......i.........1...:...i....:....3...;....i....:....1...:....t....:....3........t....:....1...x...t.........1.......i....:....1...:...5........3...:....i....:....3...;....t....:....1...:...i....:....1...,...5.........1...:. ....:.......:..... _°...... ..t.........3......5.........3......5.........1.......t.........3.. -= -L --- -- - = ;_ . ,...5.........1...............1......5.........1...,...5.........3........t.........1......5.........3.......5..............5 - - 25 4 A F.F. V.LF. B.O. EXIST. SOFFIT 10'--0' A.F.F. - V.I.F. -------- T.O. EXIST. BRICK BASE 4'-0 A.F.F. - V.I.F. V-4', MAINTAIN 8' MIN. FROM EXST. CONTROL JOINT. V.I.F. REPORT DISCREPANCIES TO RIGHT (EAST) ELEVATION - NEW 3/32"=1'-0" FINISH FLOOR 01-0. �I 0 N 0 0 r - CD N M C7 0 r E 8 L co w J O Wz ¢wg-)wa�U� �HW2�Wzn w zm2c W 2� N F- ci W W LUON O0= W 2 Q"I d= WwZz1UuxWo 2Ww¢M~of a W W W W W U W �_ 00=ww<wE-w tv OWLLMt ov'o� EXTERIOR ELEVATIONS w u0 `O ZoeZ Issue Date: 170264 08-07-2017 Am403 Drawn By: 0 M M KC w Lo rn Z m bDt � � 3 1 +' o c s 41 « s W¢ V 00 L M 0 L w N z N O « « V w ly) v) M o r 0 p O O o i¢ w J O Wz ¢wg-)wa�U� �HW2�Wzn w zm2c W 2� N F- ci W W LUON O0= W 2 Q"I d= WwZz1UuxWo 2Ww¢M~of a W W W W W U W �_ 00=ww<wE-w tv OWLLMt ov'o� I6 z Sheet Name: EXTERIOR ELEVATIONS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am403 Drawn By: 0 � KC t I6 z Sheet Name: EXTERIOR ELEVATIONS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am403 Drawn By: Checked By: AF/KC KC B 3 -5.11 T.O. COPING V.I.F. - ALIGN NEW WITH EXST. T.O. EXST. C.M.U. 28'-0 A.F.F. - V.I.F.-------- E.I.F.S. CORNICE 4 B.O. EXST. DECK — _______ VARIES - V.I.F. r E.I.F.S. OVER 2" RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER OVER EXST. 8" C.M.U. WALL C.L. REVEAL If -19'-5 A.F.F. C.L OF PLATE -------------- 19 -0 A.F.F. C.L. REVEAL _ — 18-7 A.F.F.---------- — B.O. EXST. DIAGONAL BRACE ti _ _ _ _ _ _ _ _ _ _ _ _ _ 18'-0 A.F.F. - V.I.F. GALVANIZED STEEL CANOPY, FIELD PAINTED O B.O. CAN T.O. E.I.F.S. R ,h ILJ 6 A.F.F. B.O. E.I.F.S. REVEAL T.O. METAL PANEL13'- 6 A.F.F. E.I.F.S. REVEAL SURROUND MAIN E.I.F.S. WALL, B.O. METAL PANEL/ BEYOND T.O. WINDOW 12'-0' A.F.F. - - - - ';: I I PREFlNISHED ALUMINUM BRAKEfff METAL PANEL OVER FIRE -RETARDANT TREATED WOOD BLOCKING E.I.F.S. REVEAL SURROUND, BEYOND PREFlNISHED ALUMINUM BRAKE METAL REVEAL SURROUND, BEYOND E.I.F.S. BASE BAND, BEYOND. TERMINATE TO ALIGN WITH MITER IN WATER TABLE AND ROWLOCK BRICK COURSE. EXISTING WATER TABLE BRICK COURSE. MODIFY BRICKS FOR NEW WINDOW OPENINGS. MITER ROWLOCK COURSE AND RETURN BACK TO C.M.U. WALL EXISTING ROWLOCK BRICK COURSE. MODIFY BRICKS FOR NEW WINDOW OPENINGS. MITER ROWLOCK COURSE AND RETURN BACK TO C.M.U. WALL I I T.O. BRICK BAND 4'-0 A.F.F. - V.I.F. EXISTING BRICK BASE. MODIFY BRICKS FOR NEW WINDOW OPENINGS. RETURN BACK TO C.M.U. WALL PREFINISHED ALUMINUM COPING OVER FIRE -RETARDANT TREATED WOOD BLOCKING PROVIDE NEW FLASHING AT TOP OF WALL CONSTRUCTION, CONTINUE OVER THE TOP OF THE PARAPET. MATCH EXISTING ROOFING SYSTEM. EXISTING ROOFING MEMBRANE/FLASHING, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. EXISTING ROOFING SYSTEM OVER ' EXISTING RIGID FOAM INSULATION OVER EXISTING METAL DECK, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR J THE NEW WORK. .D 1 • EXISTING STEEL JOIST, TO REMAIN A-6.2 8" METAL STUD FRAMING AND BOX BEAM HEADER, FILL WITH THERMAL BATT INSULATION. BY SHELL CONTRACTOR. SCHEDULED WINDOW AND GLAZING GALVANIZED STEEL COLUMN, BEYOND 04 WALL FURRING: SCHEDULED SHEATHING Q BOARD OVER 2"METAL FURRING ,O, I " CHANNELS AT 24" O.C. WITH R10 RIGID .:..:. I FOAM INSULATION.. FRAMING AND INSULATION BY SHELL CONTRACTOR. SHEATHING BOARD BY T.I. CONTRACTOR. FINISH FLOOR 0-D - _------ ":, EXTERIOR HARDSCAPE/LANDSCAPE. SEE k A ARCHITECTURAL SITE PLAN 1/2" BOND BREAK WITH JOINT SEALANTy EXISTING CAST -IN-PLACE CONCRETE SLAB. TO REMAIN, UNLESS INDICATED OTHERWISE T.O. FOUNDATION ------ VERIFY IN FIELD -------- . d tt w NEW, TURNED DOWN, CAST -IN-PLACE ' CONCRETE SLAB. TIE INTO EXISTING, SEE d STRUCTURAL 2'-6 MIN. EXISTING CAST -IN-PLACE CONCRETE FOUNDATION. TO REMAIN, UNLESS INDICATED WALL SECTION - OTHERWISE 4 TYP. FRONT EXTERIOR WALL AND WINDOW NEW WORK B EXISTING STEEL BRACE, TO REMAIN. I NOTE: AT NEW LA FITNESS ENTRANCE, Z BRACE WILL BE REMOVED. T.U. FYST. C.M.U.------------ —----- NOTE: REMOVE BRACE AND REPLACE 4 WITH (2) NEW BRACES WHERE EXISTING O CONDITION CONFLICTS WITH NEW CANOPY. WORK. SPACE (2) NEW BRACES EQUALLY O.04 BETWEEN THE REMAINING EXISTING BRACES. INDICATED, CLEAN AND REINSTALL STORED EXISTING 8" C.M.U. I STRUCTURAL WALL. TO REMAIN UNLESS INDICATED OTHERWISE. +-i EXISTING STEEL ANGLE, TO REMAIN. I NOTE: AT NEW LA FITNESS ENTRANCE, « « ANGLE WILL BE REMOVED. 4" WALL FURRING: SCHEDULED SHEATHING W 00 BOARD OVER 3 5/8" METAL STUDS AT w 16" O.C. WITH THERMAL BATT ______________ VARIES - V.I.F. INSULATION. N.I.C., BY T.I. CONTRACTOR. SHOWN FOR REFERENCE ONLY. w B.O. STEEL BEAM/ _ - - _ - B.O. MASONRY STRUCTURAL WALL TO REMAIN 14'-0' A.F.F. A-6.2 8" METAL STUD FRAMING AND BOX BEAM HEADER, FILL WITH THERMAL BATT INSULATION. BY SHELL CONTRACTOR. SCHEDULED WINDOW AND GLAZING GALVANIZED STEEL COLUMN, BEYOND 04 WALL FURRING: SCHEDULED SHEATHING Q BOARD OVER 2"METAL FURRING ,O, I " CHANNELS AT 24" O.C. WITH R10 RIGID .:..:. I FOAM INSULATION.. FRAMING AND INSULATION BY SHELL CONTRACTOR. SHEATHING BOARD BY T.I. CONTRACTOR. FINISH FLOOR 0-D - _------ ":, EXTERIOR HARDSCAPE/LANDSCAPE. SEE k A ARCHITECTURAL SITE PLAN 1/2" BOND BREAK WITH JOINT SEALANTy EXISTING CAST -IN-PLACE CONCRETE SLAB. TO REMAIN, UNLESS INDICATED OTHERWISE T.O. FOUNDATION ------ VERIFY IN FIELD -------- . d tt w NEW, TURNED DOWN, CAST -IN-PLACE ' CONCRETE SLAB. TIE INTO EXISTING, SEE d STRUCTURAL 2'-6 MIN. EXISTING CAST -IN-PLACE CONCRETE FOUNDATION. TO REMAIN, UNLESS INDICATED WALL SECTION - OTHERWISE 4 TYP. FRONT EXTERIOR WALL AND WINDOW NEW WORK B C.L. REVEAL 195 A.F�-------------- C.L. REVEAL ------ 18'-7" A.F.F.V-------- B.O. EXST. DIAGONAL BRACE ,` ------ 18'-0 A.F.F. -V.I.F.-------- E.I.F.S. OVER 2" RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER PREFlNISHED ALUMINUM COPING OVER FIRE -RETARDANT TREATED WOOD BLOCKING PROVIDE NEW FLASHING AT TOP OF WALL CONSTRUCTION, CONTINUE OVER THE TOP OF THE PARAPET. MATCH EXISTING ROOFING SYSTEM. EXISTING ROOFING MEMP��PNE/FLASHING, TO REMAIN. PATCH AND RFPAIR AS REQUIRED FOR THE NEW WORK, EXISTING ROOFING Sl- r7M OVER EXISTING RIGID FOAM INS:' ATION OVER EXISTING METAL DECK, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. EXISTING STEEL JOIST, TO REMAIN EXISTING STEEL BRACE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, BRACE WILL BE REMOVED. EXISTING STEEL ANGLE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, ANGLE WILL BE REMOVED. T.O. BRICK BANDgk E.I.F.S. BASE BAND 3 A-5.11 I T.^ COPING V.I.F. - ALIGN NES► ;,,TH IXST. Z Qom T.U. FYST. C.M.U.------------ —----- -- ------�-- 4 28'-0 a .F. -V.I.F. O A-5.11 WORK. flo O.04 EXISTING ROWLOCK BRICK COURSE. WHERE I INDICATED, CLEAN AND REINSTALL STORED E.I.F.S. CORNICE I BRICK AT AREAS OF NEW BRICK WORK. p c +-i I •— s « « -c Q Ln U W 00 B.O. EXST. DECK w - ______________ VARIES - V.I.F. 0 C.L. REVEAL 195 A.F�-------------- C.L. REVEAL ------ 18'-7" A.F.F.V-------- B.O. EXST. DIAGONAL BRACE ,` ------ 18'-0 A.F.F. -V.I.F.-------- E.I.F.S. OVER 2" RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER PREFlNISHED ALUMINUM COPING OVER FIRE -RETARDANT TREATED WOOD BLOCKING PROVIDE NEW FLASHING AT TOP OF WALL CONSTRUCTION, CONTINUE OVER THE TOP OF THE PARAPET. MATCH EXISTING ROOFING SYSTEM. EXISTING ROOFING MEMP��PNE/FLASHING, TO REMAIN. PATCH AND RFPAIR AS REQUIRED FOR THE NEW WORK, EXISTING ROOFING Sl- r7M OVER EXISTING RIGID FOAM INS:' ATION OVER EXISTING METAL DECK, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. EXISTING STEEL JOIST, TO REMAIN EXISTING STEEL BRACE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, BRACE WILL BE REMOVED. EXISTING STEEL ANGLE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, ANGLE WILL BE REMOVED. T.O. BRICK BANDgk E.I.F.S. BASE BAND WALL SECTIONS WLn �O 4'-0 A.F.F. EXISGWATER TABLE BRICK COURSE. Z Qom WHERE INDICATED, CLEAN AND REINSTALL V' 4 STORED BRICK AT AREAS OF NEW BRICK O A-5.11 WORK. flo O.04 EXISTING ROWLOCK BRICK COURSE. WHERE 3: 0 INDICATED, CLEAN AND REINSTALL STORED 34 BRICK AT AREAS OF NEW BRICK WORK. p c +-i M •— s « « -c Q Ln U W 00 EXISTING BRICK BASE. WHERE INDICATED, w — M CLEAN AND REINSTALL STORED BRICK AT 0 AREAS OF NEW BRICK WORK. w EXISTING 8" C.M.U. EXISTING SOLID GROUT. WHERE NEW BRICK z STRUCTURAL WALL TO REMAIN WORK IS INDICATED, PROVIDE NEW SOLID GROUT UNLESS INDICATED OTHERWISE. OVER DAMPPROOFING AT NEW BRICK LOCATIONS, PROVIDE WALL EXISTING CAST -IN-PLACE FLASHING. MATCH EXISTING TYPE AND CONCRETE SLAB. TO REMAIN, LOCATION. PROVIDE WEEPS AT 24" O.C. UNLESS INDICATED OTHERWISE FINISH FLOOR xw rn rU^ V / Z) M Ln EXTERIOR HARDSCAPE/LANDSCAPE. SEE W EXISTING CAST -IN-PLACE ARCHITECTURAL SITE PLAN CONCRETE FOUNDATION. TO � Q REMAIN, UNLESS INDICATED T.O. FOUNDATION OTHERWISE VERIFY IN FIELD ---------- --- o Ln 1 /2" BOND BREAK WITH JOINT SEALANT WALL SECTION - TYP. FRONT EXTERIOR WALL NEW WORK REMOVE AND DISPOSE EXISTING COPING, PLWYOOD SUBSTRATE, AND WOOD BLOCKING. IF POSSIBLE, REUSE EXISTING ANCHOR BOLTS AT C.M.U. WALL PROVIDE NEW ANCHOR BOLTS AS REQUIRED FOR THE NEW WORK. T.O. EXST. (FRAMING A 31'-5 1/2- A.F.F. - V.I.F.----------------� ---�-� =1__ I I REMOVE AND DISPOSE ENTIRE CORNICE, I INCLUDING, BUT NOT LIMITED TOO E.I.F.S., t SHEATHING BOARD, AND METAL STUD FRAMING, IN THE AREA OF WORK. l 1 I I T.O. EXS . C.M.U. 28' 1 A.F.F. - V.I.F. --------------------- B.O. EXST. DECK VARLET- V.I�---------------------- REMOVE AND DISPOSE ALL E.I.F.S., SHEATHING BOARD, AND METAL STUD FRAMING, IN THE AREA OF WORK. REMOVE AND DISPOSE EXISTING STANDING SEAM METAL ROOFING, METAL DECK, AND METAL STUD FRAMING, IN B.O. EXST. DIAGONAL BRACE THE AREA OF WORK 18'-0 A.F.F. - V.I.F.V ----------- ---------- REMOVE AND DISPOSE EXISTING COPING, PLWYOOD SUBSTRATE, AND WOOD BLOCKING. IF POSSIBLE, REUSE EXISTING ANCHOR BOLTS AT C.M.U. WALL. ' PROVIDE NEW ANCHOR BOLTS AS REQUIRED FOR THE NEW WORK. i _--�r------------------------------------- L- -- ' —L — -------------------------------------------- - ------------------------------------------ I I REMOVE AND DISPOSE E.I.F.S, SHEATHING BOARD, AND METAL STUD FRAMING, IN THE AREA OF WORK REMOVE AND DISPOSE FLASHING AND COUNTER FLASHING, IN THE AREA OF WORK EXISTING ROOFING MEMBRANE/FLASHING, TO REMAIN. MrnIFY, PATCH, AND REPAIR AS REQ.- RED FOR THE NEW WORK. EXIT` i4G ROOFING SYSTEM OVER EXISTING RIGID FOAM INSULATION OVER EXISTING METAL DECK, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. EXISTING STEEL JOIST, TO REMAIN EXISTING STEEL BRACE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, BRACE WILL BE REMOVED. EXISTING STEEL ANGLE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, ANGLE WILL BE REMOVED. r i REMOVE AND DISPOSE STEEL BEAMS, IN THE AREA OF WORK REMOVE AND DISPOSE ALL E.I.F.S., SHEATHING BOARD, AND METAL STUD FRAMING, IN THE AREA OF WORK. I REMOVE AND STORE ALL FACE BRICK ABOVE THE WATER TABLE, IN THE AREA OF WORK. EXISTING WATER TABLE BRICK COURSE. REMOVE AND DISPOSE TO REMAIN, UNLESS INDICATED STEEL COLUMN (BEYOND), OTHERWISE. NOTE: WHERE IN THE AREA OF WORK DEMOLITION IS INDICATED, REMOVE AND STORE BRICK FOR REUSE. REMOVE AND STORE EXISTING ROWLOCK BRICK COURSE. BRICK PIERS (BEYOND), TO REMAIN, UNLESS INDICATED IN THE AREA OF WORK OTHERWISE. NOTE: WHERE DEMOLITION IS INDICATED, REMOVE AND _ T.O. BRICK BAND %STORE BRICK FOR REUSE. _ - 4'-0 A.F.F. - V.I.F. V --------------- EXISTING BRICK BASE. TO REMAIN, UNLESS INDICATED OTHERWISE. NOTE: WHERE DEMOLITION IS INDICATED, REMOVE AND EXISTING 8" C.M.U. ' STORE BRICK FOR REUSE. STRUCTURAL WALL. TO REMAIN REMOVE AND EXISTING SOLID GROUT. TO REMAIN, UNLESS INDICATED OTHERWISE. DISPOSE CONCRETE UNLESS INDICATED OTHERWISE. CURBS (BEYOND), IN WHERE BRICK BASE IS INDICATED TO THE AREA OF WORK BE REMOVED, REMOVE THE GROUT. EXISTING CAST -IN-PLACE CONCRETE SLAB. TO REMAIN, �'1--- - --�� FINISH FLOOR NOTE: WHERE DEMOLITION IS r__ F ------- 0 -0 INDICATED, REMOVE AND STORE I UNLESS INDICATED OTHERWISE -4L_ tel- • ' - _ d- --- t__ --------��----- - 4 REMOVE AND DISPOSE EXISTING CONCRETE EXISTING CAST -IN-PLACE SIDEWALK AND CURB IN THE AREA OF WORK. CONCRETE FOUNDATION. TO CLEAN BRICK BEHIND CURB. REMAIN, UNLESS INDICATED ri------ 1 -t -L ------ ice T.O. FOUNDATION _ — _ — - — - — - — - — - _ OTHERWISE VERIFY IN FIELD ;a REMOVE AND DISPOSE CONCRETE FOUNDATIONS (BEYOND), IN THE AREA OF WORK WALL SECTION - rf� FRONT EXTERIOR WALL DEMOLITION AT EXISTING COLLONADE GENERAL SHEET NOTES 1. THESE NOTES APPLY TO ALL THE WALL SECTIONS SECTION DETAIL SHEETS, AND EXTERIOR DETAILS SHEETS. 2. EXISTING INFORMATION SHOWN IS BASED UPON THE ORIGINAL AMC8 DRAWINGS. CONTRACTOR SHALL REVIEW ENTIRE ORIGINAL DRAWING SET. 3. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS. REPORT ALL DISCREPANCIES AND CONFLICTS TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION AS REQUIRED FOR THE NEW WORK. ENSURE EXTERIOR WALL IS FULLY INSULATED. 5. FULLY REMOVE THE EXISTING ENTRANCE CANOPY AND EXTERIOR WALL FINISHES BACK TO COLUMN LINE B, AND AS SHOWN IN THE DRAWINGS. 6. FULLY REMOVE THE EXISTING BRIDGE AS SHOWN IN THE DRAWINGS. 7. CONTRACTOR SHALL VERIFY THE EXISTING METAL STUD FRAMING ABOVE THE STEEL BEAM ON COLUMN LINE B, AT THE 14'-8 1/2" ELEVATION, ALIGN. IF THE FRAMING DOES NOT ALIGN, CONTRACTOR SHALL REPLACE/ADJUST THE FRAMING SO IT DOES ALIGN. 8. METAL STUD LAYOUT SHOWN IS DIAGRAMMATIC AND SHOWS MINIMUM REQUIREMENTS ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDED COMPLETE DETAILED AND SEALED SHOP DRAWINGS FOR ALL METAL STUD FRAMING. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBER SIZES, GAUGE, CONNECTIONS, AND DETAILS. MAINTAIN FINAL LAYOUT DIMENSIONS SHOWN. 9. POOL INFORMATION SHOWN IS DIAGRAMMATIC ONLY. SEE POOL DRAWINGS FOR ALL POOL INFORMATION. 10. INTERIOR DESIGN INFORMATION SHOWN IS DIAGRAMMATIC ONLY. SEE I.D. DRAWINGS FOR ALL INTERIOR DESIGN INFORMATION. 11. STRUCTURAL INFORMATION SHOWN IS DIAGRAMMATIC ONLY. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL INFORMATION. 5. M/E/P INFORMATION SHOWN IS DIAGRAMMATIC ONLY. SEE M/E/P DRAWINGS FOR ALL M/E/P INFORMATION. 6. ALL TILT -UP CONCRETE WALL PANELS SHALL BE FREE OF BUG -HOLES, CRACKS, ROUGHLY FINISHED AND/OR UNEVEN CHAMFERS, ROUGHLY FINISHED AND/OR UNEVEN SURFACES, AND OTHER STRUCTURAL OR FINISH DEFECTS. 7. SEE ROOF PLAN FOR ROOFING SYSTEM DESCRIP11ON AND ROOF INSULATION R VALUES. 8. AT SIM. CONDITIONS, WALL FURRING, CEILINGS, FLOOR/SLAB CONSTRUCTION, AND OTHER COMPONENTS VARY. SEE REMAINDER OF DRAWING SET FOR INFORMATION ON THESE ITEMS. REMOVE AND DISPOSE EXISTING COPING, PLWYOOD SUBSTRATE, AND WOOD BLOCKING. IF POSSIBLE, REUSE EXISTING ANCHOR BOLTS AT C.M.U. WALL PROVIDE NEW ANCHOR BOLTS AS REQUIRED FOR THE NEW WORK. T.O. EXST. COPING V.I.F. - ALIGN NEW WITH EXST. T.O. EXST. C.M.U..- 28'-0 A.F.F. - V.I.F. - — - — - - - REMOVE AND DISPOSE ENTinL CORNICE, INCLUDING, BUT NOT LIMITED TOO E.I.F.S., SHEATHING BOARD, AND METAL STUD FRAMING, IN THE AREA OF WORK. B.O. EXST. DECK _ _ _ _ VARIES -V.I.F. a B.O. EXST. DIAGONAL BRACE _ _ _ _ _ 18'- 0 A.F.F. - V.I.F. REMOVE AND DISPOSE ALL E.I.F.S., IN THE AREA OF WORK. REMOVE AND STORE ALL FACE BRICK ABOVE THE WATER TABLE, IN THE AREA OF WORK. EXISTING WATER TABLE BRICK COURSE. TO REMAIN, UNLESS INDICATED OTHERWISE. NOTE: WHERE DEMOLITION IS INDICATED, REMOVE AND STORE BRICK FOR REUSE. EXISTING ROWLOCK BRICK COURSE. TO REMAIN, UNLESS INDICATED OTHERWISE. NOTE: WHERE DEMOLITION IS INDICATED, REMOVE AND STORE BRICK FOR REUSE. T.O. BRICK BAND 4'-0 A.F.F. - V.I.F. EXISTING BRICK BASE. TO REMAIN, UNLESS INDICATED OTHERWISE. NOTE: WHERE DEMOLITION IS INDICATED, REMOVE AND STORE BRICK FOR REUSE. EXISTING SOLID GROUT. TO REMAIN, UNLESS INDICATED OTHERWISE. WHERE BRICK BASE IS INDICATED TO BE REMOVED, REMOVE THE GROUT. NOTE: WHERE DEMOLITION IS INDICATED, REMOVE AND STORE BRICK FOR REUSE. FINISH FLOOR _ 0 -0 --- _-°--_- A REMOVE AND DISPOSE EXISTING CONCRETE SIDEWALK AND CURB IN THE AREA OF WORK. CLEAN BRICK BEHIND CURB. T.O. FOUNDATION ______ _ VERIFY IN FIELD WALL SECTION - TYP. FRONT EXTERIOR WALL DEMOLITION OOFING MEMBRANE/FLASHING, PATCH AND REPAIR AS FOR THE NEW WORK. OORNG SYSTEM OVER IGID FOAM INSULATION OVER ETAL DECK, TO REMAIN. REPAIR AS REQUIRED FOR YORK. TEEL JOIST, TO REMAIN TEEL BRACE, TO REMAIN. NEW LA FITNESS ENTRANCE, _ BE REMOVED. TEEL ANGLE, TO REMAIN. NEW LA FITNESS ENTRANCE, L BE REMOVED. I.U. LL TO REMAIN =D OTHERWISE. N -PLACE TO REMAIN, =D OTHERWISE N -PLACE DATION. TO INDICATED LL u_ o��oo < LCL( = O me�iWOz0 z _< LU Z w O w tYLLuWcow=W-a U WO G} -W NF-�O'j�U cn pU)0�_ WALL SECTIONS WLn �O Issue Date: Z Qom Sheet No.: V' 7 M M Checked By: O Irn, flo O.04 3: 0 U 34 p c +-i M •— s « « -c Q Ln U W 00 L w — M 0 L w M N z N O L s xw rn rU^ V / Z) M Ln 0 W o o � � Q p O � O o Ln LL u_ o��oo < LCL( = O me�iWOz0 z _< LU Z w O w tYLLuWcow=W-a U WO G} -W NF-�O'j�U cn pU)0�_ Sheet Name: WALL SECTIONS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am5 1 Drawn By: Checked By: AF/KC KC O.04 Fmm, M 0 0 0 CL U € o � a � °8 L _ cn o Z o � Sheet Name: WALL SECTIONS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am5 1 Drawn By: Checked By: AF/KC KC .'. T.O. PARAPET 35r-5" A.F.F. INTERNALLY ILLUMINATED, PREFlNISHED LA FITNESS SIGNAGE, BEYOND. BY LAF VENDOR. PREFlNISHED ALUMINUM COPING OVER ROOF MEMBRANE/FLASHING OVER FIRE -RETARDANT TREATED WOOD BLOCKING E.I.F.S. CORNICE E.I.F.S OVER 12" RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER OVER IXST. 8' C.M.U. WALL. v 2'-7' 3'-9' T.O. COPING V.I.F. - ALIGN NEW WITH EXST. T.O. EXST. C.M.U. - — - — - — - — - — - T-------- - -- — — 28'-0 AF.F. - V.I.F.----------- ----- - -- --- COPING, BEYOND ROOFING SYSTEM OVER OVER RIGID FOAM INSULATION OVER y METAL ROOF DECK. PROVIDE TAPERED INSULATION WHERE j INDICATED ON THE ROOF PLAN. PREFlNISHED ALUMINUM COPING OVER ROOF I -5.11 MEMBRANE/FLASHING OVER FIRE -RETARDANT TREATED WOOD BLOCKING....., T.O. PARAPET —25 -1A.F.F. FLASH NG AND COUNTERFLASHING I I I RFURNOOF MEMBRANE UP — ALL A D BEHIND FLASHING I B.O. DECK VARIES - SEE ROOF PLAN I I STEEL BEAMS J OFFIT ACCESS I PANEL I I ' B.O. SOFFIT - 20 -1 A.F.F. C.L. REVEAL------- - -- -+� - I ------------ " 19750 A.F.F. — O rl/.H. !!!!! . 1 'lhfiif!/. h.� /HO/%H . •h'bi'N/�. ti%N1: /.Crh. ' Thr %HIHHHb C.L. REVEAL _ — _ 18 77 AF.F----- ----- - , E.I.F.S. OVER 2' RIGID FOAM INSULATION OVER 1 i I 3/ 4D'x3 4H' REVEAL E.I.F.S. AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM 1 I I I SHEATHING BOARD OVER 6' METAL STUDS AT 16" O.C. 1 ; I E.I.F.S. OVER 2' RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER OVER EXST. 8" C.M.U. WAIL r1i I ' I INTERNALLY ILLUMINATED, PREFlNISHED LA FITNESS LOGO SIGNAGE, BY LAF VENDOR. AT SIGNAGE, PROVIDE 5/8" FIRE -RETARDANT TREATED PLYWOOD. COORDINATE FINAL EXTENT AND LOCATION WITH LAF SIGNAGE VENDOR. ELECTRICAL SERVICE TO SIGN AND WEATHERPROOF ELECTRICAL BOX, BY CONTRACTOR. COORDINATE FINAL LOCATION IN FIELD WITH LAF VENDOR. SEAL PENETRATION THROUGH WALL WITH JOINT SEALANT. INSTALL BOX, WHIP, FLEXIBLE CONDUIT, AND ALL OTHER REQUIRED ELECTRIC PRIOR TO SHEATHING AND PANEL SYSTEM INSTALLATION. LAF SIGNAGE VENDOR SHALL PROVIDE SUFFICIENT WHIP LENGTH SO THAT ELECTRICAL BOX IS LOCATED WITHIN REACH OF THE SOFFIT ACCESS PANEL. ACCESS PANELS IN PIER SHALL NOT BE PERMITTED. PREFlNISHED DIMENSIONAL CUT LETTERS 4'1.6' COPING, BEYOND E.I.F.S. BASE BAND EXISTING WATER TABLE BRICK COURSE. 0 IARST STORED WHERE BRICK AT AREAS OF NEW�o.- IF F 4" EXISTING STEEL JOIST, TO REMAIN B.O. EXST. DIAGONAL BRACE v 18'-0" A.F.F. - V.I.F. EXISTING STEEL ANGLE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, ANGLE WILL BE REMOVED. — INTERIOR WALL FURRING, BY TENANT CONTRACTOR. N.I.C. - SHOWN FOR REFERENCE ONLY. EXISTING 8' C.M.U. STRUCTURAL WALL. TO REMAIN UNLESS INDICATED OTHERWISE. INDICATED, CLEAN AND REINSTALL STORED I I I 4 BRICK AT AREAS OF NEW BRICK WORK. I I A-5.11 PREFlNISHED ALUMINUM PANEL SYSTEM OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6' METAL STUDS AT 16" O.C. I I I TYP. ALL SIDES OF ENTRANCE PIER. I I EXISTING BRICK BASE. WHERE INDICATED, CLEAN AND REINSTALL STORED BRICK AT AREAS I I I OF NEW BRICK WORK. I I I EXISTING SOLID GROUT. WHERE NEW BRICK WORK IS INDICATED, PROVIDE NEW SOLID GROUT OVER DAMPPROOFING I I AT NEW BRICK LOCATIONS, PROVIDE WALL FLASHING. MATCH EXISTING TYPE AND I I I LOCATION. PROVIDE WEEPS AT 24" O.C. 1 I CONCRETE CURB, TYPICAL ALL SIDES OF TOWER BASE 1 I I I I IEXISTING CAST -IN-PLACE CONCRETE SLAB. TO •-�! hr„ REMAIN, UNLESS INDICATED OTHERWISE T.O. CURB 0'-6- - - - — — T.O. EXST- SLAB T.O. FOUNDATION VARIES, SEE STRUCT. EXISTING CAST -IN-PLACE r,3 CONCRETE FOUNDATION. TO REMAIN, UNLESS INDICATED A -5.10d f OTHERWISE CAST -IN-PLACE CONCRETE SLAB CAST -IN-PLACE CONCRETE FOUNDATION EXTER OR HARDSCAPE/LANDS E. SEE ARCHITECTURAL SITE PLAN WALL SECTION - EXP SION JOINT WITH JOIff SEALANT /"_2� NEW WORK AT MAIN ENTRANCE CANOPY AND PIER 1/2"=V-0" a 6" 14 3 A-5.11 SIM. OPP.I I I HAND ,! . . EXISTING ROOFING MEMBRANE/FLASHING, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. � I B.O. EXST. DECK EXISTING ROOFING SYSTEM OVER EXISTING RIGID VARIES, TYP. FOAM INSULATION OVER EXISTING METAL DECK, TO , ,I REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. , - «• <. EXST. STEEL JOISTS, TO REMAIN NOTE: EXISTING C.M.U. IS TO REMAIN ABOVE NEW BEAM. CONTRACTOR SHALL SUBMIT DOCUMENTATION AND DETAILS SHOWING TEMPORARY SUPPORT/SHORING OF EXISTING WALL WHILE NEW BEAM IS BEING INSTALLED. 4"H C.M.U. INFILL AT TOP OF BEAM TENANT CONTRACTOR SHALL CONTINUE INTERIOR WALL FURRING THROUGH THIS AREA. N.I.C. - SHOWN FOR REFERENCE ONLY. GYPSUM BOARD CEILING, BY TENANT CONTRACTOR. N.I.C. - SHOWN FOR REFERENCE ONLY. STEEL BEAM WITH HEADED STUDS. ALIGN OUTSIDE FACE OF BEAM WITH OUTSIDE FACE OF C.M.U. AT THIS WINDOW LOCATION, REMOVE AND DISPOSE DIAGONAL BRACING AND WALL ANGLES. BRACE REMOVAL SHALL EXTEND 1'-0' BEYOND THE WINDOW JAMBS (MIN.) INTERIOR WALL FURRING, BEYOND. BY TENANT CONTRACTOR. N.I.C. - SHOWN FOR REFERENCE ONLY. C.M.U. WALL, BEYOND 3'-9" I. 2'-7' PREFlNISHED ALUMINUM COPING OVER ROOF MEMBRANE/FLASHING OVER I I FIRE -RETARDANT TREATED WOOD BLOCKING E.I.F.S. CORNICE E.I.F.S OVER 2" RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER OVER EXST. 8" C.M.U. WALL. T.O. EXST. C.M.U. 28 -0 A.F.F. -� - --------- ---- ------ ___ T.O. EXST. 28' -Ow A.F.F. 1 A I I RETURN ROOF MEMBRANE UP PARAPET _ VARIES - SEE ROOF PLAN PREFlNISHED ALUMINUM PANEL SYSTEM, BEYOND I I I II I EXISTING ROOFING MEMBRANE/FLASHING, TO REMAIN. PATCH AND ...........WOOD C9 I II REPAIR AS REQUIRED FOR THE NEW WORK. ,R0OF1NG MM OVER RIGID FOAM hh.. ",,,,»,. -- FLASHING AND COUNTERFLASHING, BEYOND INSULATION R METAL ROOF DECK 20'-l' A.F.F. - EX.!STING ROOFING SYSTEM OVER EXISTING RIGID FOAM INSULATION r NTE FLASHING AND COUR HING OVER EXISTING METAL DECK, TO REMAIN. PATCH AND REPAIR AS 25 -1 A.F.F. OVER 6" METAL STUDS AT 16" O.C. COPING, BEYOND I y REDUIRED FOR THE 0i WORK. RETURN ROOF MEMBRANE UP WALL AND I w Z B.O. SIDING i l EXTERIOR o 03 3 -----------�27-7 A.F.F.- V.I.F. 22 L B.O. EXST. DECK M ----- - z ----- ------------- VARIES - V.I.F. I I Q EXISTING ROOFING SYSTEM OVER O « CLCD rn L EXISTING RIGID FOAM INSULA11ON OVER s EXISTING METAL DECK, TO REMAIN. Ir 0 PATCH AND REPAIR AS REQUIRED FOR ? M LO THE NEW WORK. E.I.F.S. BASE BAND EXISTING WATER TABLE BRICK COURSE. 0 IARST STORED WHERE BRICK AT AREAS OF NEW�o.- IF F 4" EXISTING STEEL JOIST, TO REMAIN B.O. EXST. DIAGONAL BRACE v 18'-0" A.F.F. - V.I.F. EXISTING STEEL ANGLE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, ANGLE WILL BE REMOVED. — INTERIOR WALL FURRING, BY TENANT CONTRACTOR. N.I.C. - SHOWN FOR REFERENCE ONLY. EXISTING 8' C.M.U. STRUCTURAL WALL. TO REMAIN UNLESS INDICATED OTHERWISE. INDICATED, CLEAN AND REINSTALL STORED I I I 4 BRICK AT AREAS OF NEW BRICK WORK. I I A-5.11 PREFlNISHED ALUMINUM PANEL SYSTEM OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6' METAL STUDS AT 16" O.C. I I I TYP. ALL SIDES OF ENTRANCE PIER. I I EXISTING BRICK BASE. WHERE INDICATED, CLEAN AND REINSTALL STORED BRICK AT AREAS I I I OF NEW BRICK WORK. I I I EXISTING SOLID GROUT. WHERE NEW BRICK WORK IS INDICATED, PROVIDE NEW SOLID GROUT OVER DAMPPROOFING I I AT NEW BRICK LOCATIONS, PROVIDE WALL FLASHING. MATCH EXISTING TYPE AND I I I LOCATION. PROVIDE WEEPS AT 24" O.C. 1 I CONCRETE CURB, TYPICAL ALL SIDES OF TOWER BASE 1 I I I I IEXISTING CAST -IN-PLACE CONCRETE SLAB. TO •-�! hr„ REMAIN, UNLESS INDICATED OTHERWISE T.O. CURB 0'-6- - - - — — T.O. EXST- SLAB T.O. FOUNDATION VARIES, SEE STRUCT. EXISTING CAST -IN-PLACE r,3 CONCRETE FOUNDATION. TO REMAIN, UNLESS INDICATED A -5.10d f OTHERWISE CAST -IN-PLACE CONCRETE SLAB CAST -IN-PLACE CONCRETE FOUNDATION EXTER OR HARDSCAPE/LANDS E. SEE ARCHITECTURAL SITE PLAN WALL SECTION - EXP SION JOINT WITH JOIff SEALANT /"_2� NEW WORK AT MAIN ENTRANCE CANOPY AND PIER 1/2"=V-0" a 6" 14 3 A-5.11 SIM. OPP.I I I HAND ,! . . EXISTING ROOFING MEMBRANE/FLASHING, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. � I B.O. EXST. DECK EXISTING ROOFING SYSTEM OVER EXISTING RIGID VARIES, TYP. FOAM INSULATION OVER EXISTING METAL DECK, TO , ,I REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. , - «• <. EXST. STEEL JOISTS, TO REMAIN NOTE: EXISTING C.M.U. IS TO REMAIN ABOVE NEW BEAM. CONTRACTOR SHALL SUBMIT DOCUMENTATION AND DETAILS SHOWING TEMPORARY SUPPORT/SHORING OF EXISTING WALL WHILE NEW BEAM IS BEING INSTALLED. 4"H C.M.U. INFILL AT TOP OF BEAM TENANT CONTRACTOR SHALL CONTINUE INTERIOR WALL FURRING THROUGH THIS AREA. N.I.C. - SHOWN FOR REFERENCE ONLY. GYPSUM BOARD CEILING, BY TENANT CONTRACTOR. N.I.C. - SHOWN FOR REFERENCE ONLY. STEEL BEAM WITH HEADED STUDS. ALIGN OUTSIDE FACE OF BEAM WITH OUTSIDE FACE OF C.M.U. AT THIS WINDOW LOCATION, REMOVE AND DISPOSE DIAGONAL BRACING AND WALL ANGLES. BRACE REMOVAL SHALL EXTEND 1'-0' BEYOND THE WINDOW JAMBS (MIN.) INTERIOR WALL FURRING, BEYOND. BY TENANT CONTRACTOR. N.I.C. - SHOWN FOR REFERENCE ONLY. C.M.U. WALL, BEYOND 3'-9" I. 2'-7' PREFlNISHED ALUMINUM COPING OVER ROOF MEMBRANE/FLASHING OVER I I FIRE -RETARDANT TREATED WOOD BLOCKING E.I.F.S. CORNICE E.I.F.S OVER 2" RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER OVER EXST. 8" C.M.U. WALL. T.O. EXST. C.M.U. 28 -0 A.F.F. -� - --------- ---- ------ ___ T.O. EXST. 28' -Ow A.F.F. 1 A I I RETURN ROOF MEMBRANE UP PARAPET _ VARIES - SEE ROOF PLAN PREFlNISHED ALUMINUM COPING OVER ROOF WALL AND OVER TOP OF WOOD BLOCKING I II I MEMBRANE/FLASHING OVER FIRE -RETARDANT TREATED ...........WOOD C9 I II BLOCKING ,R0OF1NG MM OVER RIGID FOAM hh.. ",,,,»,. -- z INSULATION R METAL ROOF DECK 20'-l' A.F.F. -— _ T.O. PARAPET NTE FLASHING AND COUR HING EXTERIOR GYPSUM SHEATHING BOARD 25 -1 A.F.F. OVER 6" METAL STUDS AT 16" O.C. COPING, BEYOND I y BRICK BASE, BEYOND 30 RETURN ROOF MEMBRANE UP WALL AND I w Z BEHIND FLASHING i l EXTERIOR o 03 3 STEEL BEAMS iiiiiihhh. >lvuenrm: ririrhhru wirrinh� liiilh. airrhrrhr, II I II I I I I I 2" FROM II I C.L. 'B' I 0 II I 1 II I II I II I II I II II I I SCHEDULED WINDOW D GLAZING AT THIS LOCATION, REMOVE EXISTING FOUNDATION TO 8" I I HARDSCAPE/LANDS E. N BELOW FINISH FLOOR (MIN.). AT C.M.U. 1I SEE ARCHITECTURALO = EXT FOUNDATION/WALL LOCATIONS, END TO NEAREST I I PLAN a C.M.U. COURSE. II w Cn II T.O. EXST. SLAB O----- a a 00 EXIST. CONCRETE SLAB NEW CONCRETE SLAB, DOWEL INTO EXISTING WALL SECTION - NEW WORK AT MAIN ENTRANCE 1/2"=1'-0" EXPANSION JOINT WITH JOINT SEALANT ° EXISTING FOUNDATION ALL, I u I K VERIFY CONSTRUCTION IN FIELD EXISTING CONCRETE FOUNDATION B.O. DECK I i _ VARIES - SEE ROOF PLAN STEEL COLUMN, BEYO D I II I I SCHEDULED DOOR C9 ] M M I II I E.I.F.S. BASE BAND 20 -4 A.F.F. it z WATERTABLE AND RO LOCK hn. irialuh, imrrur�' 20'-l' A.F.F. I COURSE, BEYOND OVER AIR+WEATHER BARRIER OVER 5/8" V EXTERIOR GYPSUM SHEATHING BOARD o M OVER 6" METAL STUDS AT 16" O.C. N I BRICK BASE, BEYOND 30 VENT, CENTER OF COLUMN LINE :~ I w Z i l EXTERIOR o 03 3 AT THIS LOCATION, REMOVE EXISTING FOUNDATION TO 8" I I HARDSCAPE/LANDS E. N BELOW FINISH FLOOR (MIN.). AT C.M.U. 1I SEE ARCHITECTURALO = EXT FOUNDATION/WALL LOCATIONS, END TO NEAREST I I PLAN a C.M.U. COURSE. II w Cn II T.O. EXST. SLAB O----- a a 00 EXIST. CONCRETE SLAB NEW CONCRETE SLAB, DOWEL INTO EXISTING WALL SECTION - NEW WORK AT MAIN ENTRANCE 1/2"=1'-0" EXPANSION JOINT WITH JOINT SEALANT ° EXISTING FOUNDATION ALL, I u I K VERIFY CONSTRUCTION IN FIELD EXISTING CONCRETE FOUNDATION B.O. DECK � _ VARIES - SEE ROOF PLAN I 170264 I �0 O N I I Drawn By: C9 ] M M 1'-9" 1 1 B.O. STEEL BEAM 3 10 20 -4 A.F.F. B.O. 0 .NWIDOW z hn. irialuh, imrrur�' 20'-l' A.F.F. E.I.F.S. OVER 2' RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER OVER 5/8" V EXTERIOR GYPSUM SHEATHING BOARD o �~ OVER 6" METAL STUDS AT 16" O.C. N CONT., FLUSH SET, LINEAR SOFFIT s VENT, CENTER OF COLUMN LINE :~ PREFlNISHED ALUMINUM PANEL SYSTEM, BEYOND I- LL 0 0 WZ JQw�wEL za 05 w CC) F- O W Z a W 0 14 Fc Lu cn = =QwZzwOw0 IXwfr01)W W N U wO awWZwwZ)3v 00=wwaw1—w �U ~Q U pvWi0 ``IO ' s AR00116 45 ' a ti � W LQ �O z OM Issue Date: 170264 z �0 O N A=502 Drawn By: C9 ] M M KC z > �d 4-J V o �~ N N s :~ Q w V 22 L 1 M 0 ^L, W w z z O « CLCD rn L s Ir 0 L ? M LO W O O r` Ix p O N � 0 O Q LL. Ln I- LL 0 0 WZ JQw�wEL za 05 w CC) F- O W Z a W 0 14 Fc Lu cn = =QwZzwOw0 IXwfr01)W W N U wO awWZwwZ)3v 00=wwaw1—w �U ~Q U pvWi0 ``IO ' s AR00116 45 ' a ti � Proj #: Issue Date: 170264 08-07-2017 Sheet No.: A=502 Drawn By: Checked By: AF/KC KC N N M M CLCD rn 0 0 0 a U N d L 8 0 Z o � Sheet Name: WALL SECTIONS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: A=502 Drawn By: Checked By: AF/KC KC PREFlNISHED ALUMINUM COPING OVER ROOF MEMBRANE/FLASHING OVER FIRE -RETARDANT TREATED WOOD BLOCKING T.O. PARAPET -----------_ ,� 35T--5' A.F.F. �,�— I f y I y I I I I I 1 I I I I � I I ffij�GSbb%/d/H1. ,. '%1bi1%111, lY1/ METAL STUD FRAMING INFLECTION POINT 33--0' A.F.F.---------------- PREFlNISHED ALUMINUM PANEL SYSTEM OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6" METAL STUDS AT 16" O.C. TYP. ALL SIDES OF ENTRANCE TOWER. PROVIDE 5/8" FIRE -RETARDANT TREATED PLYWOOD SHEATHING BEHIND FLASHING AND BASE OF METAL WALL PANELS METAL STUD FRAMING INFLECTION POINT 28'-2 A.F.F. ---------------- 2 A-5.11 B.O. SIDING 27'-7* A.F.F.--------------��--- PREFlNISHED ALUMINUM FLASHING AND COUNTERFLASHING I Hyl/% //11//G6 NY/ll B.O. IXST. DECK VARIES - SEE ROOF PLAN PREFlNISHED ALUMINUM COPING WITH ANCHOR AND CUP SYSTEM. INSTALL OVER FIRE -RETARDANT -TREATED WOOD BLOCKING, SIZE AS REQUIRED. CUT TO FIT. RETURN MEMBRANE UP PARAPET. INSTALL OVER 3/4" FIRE -RETARDANT TREATED PLYWOOD SHEATHING ROOF SYSTEM OVER RIGID FOAM INSULATION OVER METAL ROOF DECK. SEE ROOF PLAN FOR R VALUE. ,OPING I- A.F.F. 371.11) A.F.F. FY — FY WITH COPING MANUF. E.I.F.S. OVER 2" RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6" METAL STUDS AT 16" O.C. STEEL BEAM, SEE STRUCTURAL STEEL BEAM BEYOND, SEE STRUCTURAL DECK ,�— PROVIDE CONT. LITE GAUGE ANGLE AT BOTTOM OF BEAM/FACE OF STUD 3OFFIT A' XF F \ \ PARTIAL SECTION - \\\\ 4 TYPICAL ENTRANCE CANOPY SIDE RETURN \ \ \ A-5.3 11/2"=1'-0" WALL SECTION - NEW WORK AT MAIN ENTRANCE TOWER SIDE WALL 1 1/2"=1'-0" ROOFING SYSTEM OVER 3/4" FIRE -RETARDANT TREATED PLYWOOD SHEATHING OVER 6" METAL STUDS AT 16" O.C. ROOFING SYSTEM FLASHING, INSTALL OVER ROOF EDGE TERMINATION. PREFlNISHED ALUMINUM ROOF EDGE TERMINATION MATCH EXISTING ROOFING MEMBRANE/FLASHING, RETURN UP WALL AS SHOWN. INSTALL OVER 3/4" FIRE -RETARDANT TREATED PLYWOOD SHEATHING AND 6" METAL STUDS AT 16" O.C. IXST. ROOFING SYSTEM OVER IXST. RIGID FOAM INSULATION OVER IXST. METAL ROOF DECK OVER IXST. ROOF JOIST. TYP. BOTH SIDES. STEEL CHANNEL DECK SUPPORT FILL CLEAR SPACE INSIDE FRAMING WITH UNFACED BATT INSULATION, MIN. R21. FIT INSULATION TIGHT, FILL ALL VOIDS. Y '4 6 A-5.11 B B . B. 2'-7" 3'-9 4" T.O. PARAPET 35-5 ' A.FF.---------------- I T I I PREFlNISHED ALUMINUM COPING OVER ROOF MEMBRANE/FLASHING OVER FIRE -RETARDANT TREATED WOOD BLOCKING PREFlNISHED ALUMINUM PANEL SYSTEM OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6" METAL STUDS AT 16" O.C. TYP. ALL SIDES OF ENTRANCE TOWER. i I METAL STUD FRAMING INFLECTION POINT i \ ' AF.F.---------------- 33 INTERNALLY ILLUMINATED, PREFlNISHED LA FITNESS SIGNAGE, BY LAF VENDOR. AT' \ \\ SIGNAGE, PROVIDE 5/8" FIRE -RETARDANT TREATED PLYWOOD. COORDINATE FINAL --I EXTENT AND LOCATION WITH LAF SIGNAGE VENDOR. ELECTRICAL SERVICE TO SIGN AND WEATHERPROOF ELECTRICAL BOX, BY CONTRACTOR. COORDINATE FINAL LOCATION IN FIELD WITH LAF VENDOR. SEAL PENETRATION I \ \ THROUGH WALL WITH JOINT SEALANT. INSTALL BOX, WHIP, FLEXIBLE CONDUIT, AND ALL OTHER REQUIRED ELECTRIC PRIOR TO SHEATHING AND PANEL SYSTEM I \ \ \\ ( INSTALLATION: ACCESS PANELS SHALL NOT BE PERMITTED. \ \ •„>>.:_::_:« : • ..._- METAL STUD FRAM_ INS INFLECTION POINT I ' \le ” � �' T .0. EXISTING C.M.U. - ------ - I-� --- -- ;\I �'--- - A 28-0 A.F.F. - V.I.F. �_ .__---------- ----- - ------ - COPING. 'BEYOND -i — — — — — — -" `= ROOFING SYSTEM OVER TAP FRED RIGID FOAM INSULATION OVER RIGID FOAM INSULATION OVER METAL ROOF DECK PREFlNISHED ALUMINUM COPING OVER ROOF MEMBRANE/FLASHING OVER FIRE -RETARDANT TREATED WOOD BLOCKING » 1,,, ,/, /�,., w1. ,.,.mow. ///.,/ /1//// ...... T.O. PARAPET ' -1 A.F.F. 25 B.O. DECK VARIES - SEE ROOF PLAN k B.O. SOFFIT 20'-l" A.F.F. E.I.F.S. OVER 2" RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6" METAL STUDS AT 16" O.C. PREFlNISHED ALUMINUM ACCENT TOWER TRIM BANDS, BY CONTRACTOR. AT TRIM BANDS, PROVIDE 5/8 - FIRE -RETARDANT TREATED PLYWOOD. COORDINATE FINAL EXTENT AND LOCATION WITH FABRICATOR. EXISTING WATER TABLE BRICK COURSE. WHERE INDICATED, CLEAN AND REINSTALL STORED BRICK AT AREAS OF NEW BRICK WORK. EXISTING ROWLOCK BRICK COURSE. WHERE INDICATED, CLEAN AND REINSTALL STORED BRICK AT AREAS OF NEW BRICK WORK. HORIZONTAL METAL STUD BRACES, SIZE AND SPACING AS REQUIRED. TIE INTO METAL STUD WALL FRAMING BEYOND. PREFlNISHED ALUMINUM PANEL SYSTEM OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6" METAL STUDS AT 16" O.C. TYP. ALL SIDES OF ENTRANCE PIER. EXISTING BRICK BASE. WHERE INDICATED, CLEAN AND REINSTALL STORED BRICK AT AREAS OF NEW BRICK WORK. EXISTING SOLID GROUT. WHERE NEW BRICK WORK IS INDICATED, PROVIDE NEW SOLID GROUT OVER DAMPPROOFING 1`1— STEEL BEAMS EXISTING ROOFING MEMBRANE/FLASHING, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. EXISTING ROOFING SYSTEM OVER EXISTING RIGID FOAM INSULATION OVER EXISTING METAL DECK, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. B.O. IXST. DECK VARIES, TYP. PREFlNISHED ALUMINUM COPING OVER ROOF MEMBRANE/FLASHING OVER FIRE -RETARDANT TREATED WOOD BLOCKING T.O. IXST. C.M.U. x 28'-0' A.F.F. ------------ XEXST. C.M.U. - -----------X28-0' A.F.F. i — E.I.F.S. CORNICE E.I.F.S OVER 2" RIGID FOAM INSULATION OVER I AIR+WEATHER BARRIER OVER IXST. 8" C.M.U. WALL. EXISTING STEEL JOIST, TO Z z REMAIN a o W EXISTING DIAGONAL STEEL BRACE, TO REMAIN 01 Cn EXISTING STEEL ANGLE, TO REMAIN. FLASHING AND COUNIERFLASHING NOTE: AT NEW LA FITNESS ENTRANCE, ANGLE FLASH UP FACE OF WALL, MATCH EXISTING ROOFING WILL BE REMOVED. SYSTEM EXISTING STEEL ANGLE, TO REMAIN. EXISTING ROOFING SYSTEM OVER EXISTING RIGID FOAM "I'SULATION OVER EXISTING METAL DECK, TO REMAIN. NOTE: AT NEW L" FITNESS ENTRANCE, ANGLE PATCH AND REPAIR AS REQUIRED FOR THE NEW WILL BE REMOVED. I WORK. _ T.O. IXST. ADJACENT TENANT ROOF B.O. IXST. DIAGONAL BRACE VARIES - V.I.F. 18'-0 A.F.F. -V.I.F.------------ Q 1 PARTkL WALL SECTION - 2 NEW WORK AT E.I.F.S. SIDE WALL RETURN 1/2"=11-011 UGHT GAUGE CUP ANGLES SECURED TO STUD FRAMING AND TILT -UP CONCRETE WALL. GROUT EXISTING TOP COURSE OF C.M.U. SOLID AT CUP ANGLES. PREFlNISHED ALUMINUM ROOF EDGE TERMINATION COPING, BEYOND ROOFING SYSTEM OVER 3/4" FIRE -RETARDANT TREATED PLYWOOD SHEATHING OVER 6" METAL STUDS AT 16" O.C. DIAGONAL WALL BRACING, BEYOND _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B.O. SIDING AT SIDEWALL, BEYOND 3 SIM. A ROOF EDGE 27'-7' A.F.. A-5.11 TERMINATION EXISTING ROOFING MEMBRANE/FLASHING, TO REMAIN. PATG,' AND REPAIR AS REQUIRED FOR THE NEW WORK. EXISTING ROOFING SYSTEM OVER EXISTING RIGID FOAM INSULATION OVER EXISTING METAL DECK, TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR THE NEW WORK. i g g EXISTING STEEL BRACE, TO REMAIN. NOTE: AT NEW LA FITNESS ENTRANCE, BRACE WILL BE REMOVED. I I II I111//J WNlll/�.G Sfl'9:6'.�Yh. NH/H//1/h %/11rtb1SPbS %H/H/1111.4 I IB.O. IXST. DIAGONAL BRACE 4 n _—_—_---_---_ 18-0 A.F.F. -V.I.F. I I INTERIOR WALL FURRING, BY TENANT CONTRACTOR. N.I.C. - SHOWN FOR REFERENCE ONLY. 4" I EXISTING 8" C.M.U. CAST -IN-PLACE CONCRETE SLAB OVER VAPOR BARRIER I I 5 STRUCTURAL WALL. TO REMAIN OVER 4" COMPACTED GRANULAR BASE I UNLESS INDICATED OTHERWISE. A-5 CONCRETE CURB, TYPICAL ALL SIDES OF TOWER BASE .10 T.O. CURB SITE HARDSCAPE/LANDSCAPE, BY I I EXISTING CAST -IN-PLACE 0 -6 '' ""' " OTHERS. ELEVATION VARIES. CONCRETE SLAB. TO REMAIN,UNLESS INDICATED OTHERWISE — - — _ T.O. EXST. SLAB A 0.-0. T.O. FOUNDATION VARIES, SEE STRUCT. I a I; A I I EXISTING CAST -IN-PLACE R CONCRETE FOUNDATION. TO L7' CAST -IN-PLACE CONCRETE FOUNDATION ,;J.f A/J.JJ;, REMAIN, UNLESS INDICATED --------------- ----- -=1- --- OTHERWISE a EXPANSION JOINT I WITH JOINT SEALANT WALL SECTION - EXISTING CgNCRETE FOUNDATION TI C NEW WORK AT MAIN ENTRANCE CANOPY AND TOWER 1/2"=1'-0" LL J w Q' W Z m H= W O z o z �U�2W 0— = Q W 9Z WOW of W W W(DWUw— d W H Z Z)R: U 00xWWawW CO) 0 W LL WALL SECTIONS Uj =n �o Zo Issue Date: 170264 z N 0 cN Am503 Drawn By: (7 > M M KC 0 0 z < 0 � +� U =~ N N o lq M ~ « '1 W U 00 M 0 w 0 nL` W z z O « « L s F_ M 0 o 0 � U Ir 0 %O OQ n LL V) LL J w Q' W Z m H= W O z o z �U�2W 0— = Q W 9Z WOW of W W W(DWUw— d W H Z Z)R: U 00xWWawW CO) 0 W LL Sheet Name: WALL SECTIONS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am503 Drawn By: Checked By: AF/KC KC 0 0 N N 0 0 0 n U -€ d o a0 °8 L _ cn Z o � Sheet Name: WALL SECTIONS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: Am503 Drawn By: Checked By: AF/KC KC LU LO \o Z0� S2 7 ROOFING MEMBRANE AT ENTRANCE ENTRANCE TOWER WALL FRAMING: O M TOWER, RETURN ONTO BASE FLASHING 5/8" FIRE -RETARDANT TREATED PLWYOOD SHEATHING OVER 6" I Z METAL STUDS AT 16' O.C. N m r- v o MILL FINISH ALUMINUM BASE FLASHING I I STEEL TUBE BEAM, SEE STRUCTURAL a--� v I I FIRE -RETARDANT -TREATED WOOD BLOCKING, CUT TO FIT0 r- 4-1 ~ ROOFING EXPANSION JOINT. TYPE AS Ln -< RECOMMENDED BY THE ROOFING I I U 00 MANUFACTURER FOR THE APPLICATION. M CONFIRM COMPATIBILITY WITH EXISTING ROOING EXPANSION JOINT, BEYOND. I I '- w 2x10 FIRE -RETARDANT TREATED WOOD N z EXISTING ROOFING EXPANSION JOINT I BLOCKING, SHIM AS REQUIRED. — - - - - - - FRAMING. MODIFY AS REQUIRED FOR v NEW WORK. REPLACE DAMAGED I I SECTIONS WITH NEW FIRE -RETARDANT I FILL VOID INSIDE ENTRANCE TOWER O s I I FRAMING WITH BATT INSULATION. SEE U TREATED WOOD BLOCKING. M "`�� TYPICAL ENTRANCE TOWER FRAMING - - - - - - — LOC) EXISTING BASE FLASHING, MODIFY AS SECTIONS FOR FURTHER INFORMATION. o REQUIRED FOR NEW WORK. I _ I ,-..-\ ;,- ....y } > ;'}_{ 0 o 0 EXISTING ROOFING SYSTEM AND `4 -; a o N INSULATION 7 4.8 O Q 1'—a" ti ' f ' ( 1 INTERIOR SOFFIT FRAMING. N.I.C., BY T.I. E.I.F.S. OVER 2 RIGID FOAM INSULATION OVER E OF D 8, o - - - - - - - - CONTRACTOR. AIR+WEATHER BARRIER OVER 5/8' EXTERIOR GYPSUM. 1 t-0", - J o o - - - - - - - SHEATHING BOARD OVER METAL STUD FRAMING AT 16 O.C.. FACE OF STUD FACE OF STUD w z METAL CHANNEL SUPPORT T 6, �• m� z w O z O z JOINT SEALANT AND BACKER ROD, MATCH >- CD w o o � w EXISTING METAL DECK METAL STUD SIZE AS REQUIRED. `" z a� w�waVO ti b M, =w�=¢ujuj Wo ENTRANCE TOWER FRAM114G N.I.C., BY T.I. ljCHEDULED WINDOW AND GLAZING, SHIM AS REQUIRED -- -- EXPANSION JOOINT BAFFLE WITH CONTRACTOR. COMPRESSIBLE INSULATION AND VERIFY DISTANCE o v > INSULATION RETAINER CUPS IN FIELD FILL VOID WITH LOOSE BATT CONTINUE WALL FURRING AND SHEATHING THROUGH = ¢ z z 0 z INSULATION PIER AS SHOWN. ALL RIGID FOAM INSULATION MUST c� W w a o BE COMPLETELY SEPARATED FROM THE INTERIOR OF w (2 co w v w - o THE BUILDING WITH A RADIANT BARRIER. N.I.C, BY °}- w t- z SECTION — ROOFING EXPANSION T.I. CONTRACTOR i g?> w m o x ��0WLL 10 JOINT DETAIL AT ENTRANCE TOWER SIDE WALL 6 ALUM. CURTAINWALL CONCRETE HEAD AT MAIN ENTRANCEco 0 C.L N I 10" 5' 5' a FASTENERS - SHIM AS REQUIRED EXISTING C.M.U. WALL. MODIFY AS REQUIRED 5/8' GYPSUM BOARD OVER 3 5/8' METAL STUDS Z FOR NEW DOOR OPENING. TOOTH NEW WORK o „ nQ INTO EXISTING. z n W WALL FURRING. N.I.C., BY T.I. CONTRACTOR. AT 16 O.C. N.I.C., BY T.I. CONTRACTOR. a STEEL COLUMN, SEE STRUCTURAL W FIRE -RETARDANT TREATED WOOD SHIMS. N.I.C., T J PREFlNISHED ALUMINUM COLUMN COVER, Y BY T.I. CONTRACTOR. W � MATCH WINDOW FRAME FINISH AND GAUGE FIRE -RETARDANT TREATED WOOD BLOCKING. SIZE (Y'� ' s ¢ ? (MIN.). AT TOP OF COLUMN COVER, a ~ AS REQUIRED, CUT TO FIT. WALL FURRING. N.I.C, AE \ WALL FURRING AT BASE BELOW. Q " f r r 1 r PROVIDE 'J' TRIM AT END OF GYPSUM BOARD. BY TENANT v EXTEND 8 ABOVE FINISH CEILING, { t{ :t {t h +t c t .t l { ;{ t{ ;t 7t t t { J{ Jl ft „ ;; ?t ? t ,r r ,E ,; 7t ,, t i Ii ;; l t ti tt Jl Jt tl E Ej .f . f{ E{ STOP AT EACH SIDE OF COLUMN f t f{ f t; t J t. l. .{ f{ f{ f f i f i j t f t f J{ J{ J l , i r l f{ r a f {, t.{ f. f{ J f l i', i t r l r! f{ J f l� t f i r{ r; , l it f f l f N.I.C., BY T.I- CONTRACTOR. C-) COORDINATE WITH T.I. WORK. PROVIDE B.2 - - - ; ; f l f , f { r` f { - f { r { ,'T�f' W CONTRACTOR. _ {f {e f if if if Yf tf tf if tf {f {f f {f if if ifr tff tff if l f { lJ lff it lrJ {r l,f 4f if }f {f {f t f {. { l f i f f t f { r 1 t f ENCLOSURE o t .j;_.':_. ` _. << :t " `" . `:_ ...,3 ...' .._, .._, _.,t... t., k�., { {f !! ( !!( t{ 1}� {{ ,; , f tJ f ;f l f t f JOINT SEALANT BETWEEN FINISH CEILING .- k x ) )�.)E.. �...l`..J\./\./\. %ti.: n, }.. ;: ;; ,�1,; %l __ .%,.l .%\%\. \.i\ /`./l.-�l. B.2 -a - - - BACKER ROD TYP. BOTH JOINT SEALANT AND N ' G R v-, AND COLUMN COVER, MATCH CEILING. %`.: SIDES. M aLLj a FINISH. AT BOTTOM OF COLUMN COVER, v CONTRACTOR. WALL COLOR. N.I.C., BY T.I. PROVIDE NEW BOND BEAM LINTEL AT HEAD OF " - , PROVIDE AN INTEGRAL RECEIVER AND VT NEW DOOR OPENINGS, SEE STRUCTURAL. MATCH ¢ FLANGE TO RECEIVE JOINT SEALANT. B.1 - - - - - - - - - " EXISTING C.M.U. MAINTAIN EXISTING MASONRY MATCH COLUMN COVER FINISH. R`oo c FlRE-RETARDANT TREATED WOOD F --I COURSING. B ``' - - BLOC S. SIZE AS REQUIRED. �. RETURN SHEATHING e N >.<.,>.<:? j::>.� ,.- Q n/ 8 C.M.U. WALL„ TOOTH IN `" AT JAMBS. N.I.C., BY N SMOOTH FACE JAMB E.I.F.S OVER RIGID FOAM INSULATION OVER SCHEDULED GLAZING TENANT CONTRACTOR. B,1 - — AIR+WEATHER BARRIER BLOCK AT COLUMN. COORDI TE INSTALLATION WITH JOINT SEALANT AND BACKER ROD, TYP. CONT. JOINT SEALANT, 3/8' WIDE. MATCH EXTRUDED ALUMINUM FINISHING BASF AN') O BOTH SIDES. MATCH WINDOW FRAMING ALUMINUM PANEL FINISH. ANCHORS. FINISHING CAP BY PANEL MANUFACTIk�_tt. �T . ER ROD. MATH DOOR w U )ED ALUMINUM h-�-1 JOINT SEALANT AND BACI!� F�TR WUM FINISHING BASE AND PREFlNISH TO MATCH PANELS. COLOK. FRAME COLOR AT EACH SIDE OF DOOR, COLOR FACE OF Cf` !MN ENCLOSURE WHERE FINISHING CAP, BY PANEL MANUFACTURcf' o VAIRES. HURRICANE r.0 IMPACT RESISTANT PREFlNISH TO MATCH PANEL=, PROVIDE ADJUST:'LE, " CLR• , , o Uj SCHEDULED HOLLOW METAL DOOR AND FRAME, G " CURTAINWAII IS INSTALLED WELD -ON ANCHOR RODS AND PROVIL� J TRIM AT END OF W M SHIM AS REQUIRED. FIELD VERIFY FIN& EXISTING BRICK BASE, BELOW FIRE -RETARDANT WOOD BLOCKING. SIZE AS GYPSUM BOARD. N.I.C., BY T.I. N OPENING SIZE WITH EXISTING MASONRY TRIANGLE TIES AT 24 O.C. CONT. PJJCHOR BRACKET. DESIGNED AND REQUIRED, CUT TO FIT. CONTRACTOR. COURSING. ADJUST DOOR/FRAME AS REQUIRED. COUNTERSUNK, FLUSH SET FASTENERS - PROVIDED BY WINDOW MANUFACTURER. MAINTAIN EXISTING BRICK BASE THROUGH THE REMOVE BRICK BASE AS REQUIRED TO (VERT) FACE OF COLUMN. GALVANIZED STEEL COLUMN O SHIM AS REQUIRED. MATCH COLUMN COVER MATCH WINDOW FRAMING COLOR. TOWER AREA INSTALL NEW CONSTRUCTION. LEAVE INSIDE OUTSIDE FINISH. SCHEDULED WINDOW AND GLAZING, SHIM E END OF DEMOLITION AS -IS, OAT EXISTING RTAR JOINT. 1 " AS REQUIRED � Z 1 ALUM. CURTAINWALL N 9 TYPICAL EXTERIOR H.M. DOOR HEAD DETAIL AT C.M.U. r5_'� STEEL COLUMN JAMB AT MAIN ENTRANCE PREFlNISHED ALUMINUM PANEL SYSTEM OVER O O SEENc 0 AIR+WEATHER BARRIER OVER 5/8 EXTERIOR M O + GYPSUM SHEATHING BOARD OVER 6' METAL STUD O M En N FRAMING AT 16" O.C. SECURE PANELS TO METAL r T 1 U_ STUD FRAMING AT 32' O.C. WITH MANUFACTURER'S WIDTH AS " REQUIRED 6', �• �, � STANDARD CONCEALED CLIP AND SCREW SYSTEM. E--� JOINT SEALANT. N.I.C., BY T.I. DO NOT FASTEN TO GYPSUM SHEATHING BOARD. M� CONTRACTOR. EXPOSED FASTENERS ARE NOT PERMITTED. AV a WOOD SILL CAP. N.I.C., BY T.I. G EXISTING C.M.U. WALL MODIFY AS REQUIRED CONTRACTOR. REQUIRED SCHEDULED WINDOW AND GLAZING, SHIM AS J A e d^ FOR NEW DOOR OPENING. TOOTH NEW WORK a a INTO EXISTING. JOINT SEALANT AND BACKER ROD, MATCH a - T.O. CONCRETE CURB WINDOW FRAMING COLOR 0'-6' A.F.F." unv- GALVANIZED STEEL COLUMN a " " v V 73y/44'x3/4" CHAMFER AT OUTSIDE CORNERS, P. WALL FURRING. N.I.C., WALL FURRING. N.I.C., BY T.I. %\ MATCH WINDOW �J FIRE -RETARDANT TREATED WOOD BLOCKING. SIZE BY T.I. CONTRACTOR TOOTH IN NEW C.M.U. JAMB BLOCKS AT THE CONTRACTOR. FRAME WIDTH AS REQUIRED, CUT TO FIT. EDGES OF THE NEW DOOR OPENING, SEE - -411 STRUCTURAL DRAWINGS. PROVIDE JAMB BLOCKS 4 WITH SMOOTH, FLUSH FACE. MATCH EXISTING f " BLOCK. : ' �, CAST -IN-PLACE CONCRETE CURB, SEE SLAB EXTRUDED ALUMINUM OUTSIDE CORNER TRIM, BY FINISH FLOOR r "- a a PIAN AND STRUCTURAL. ALIGN FACE OF PANEL MANUFACTURER. PREFlNISH TO MATCH a a 01-0. WINDOW CURB WITH OUTSIDE FACE OF PANELS. TYP. ALL OUTSIDE CORNERS. a - - 4- - a - �'�1 ,3 TILT -UP CONCRETE WALL. 30'-2", FACE OF STUD 4 tea. RETURN SHEATHING { SITE CONCRETE, SLOPED TO DRAIN. AT JAMBS. N.I.C., BY 4 e �..t " ELEVATION VARIES. 30'-4 1/4", FINISH FACE T.I. CONTRACTOR. JOINT SEALANT AND BACKER ROD. MATCH DOOR `-� FRAME COLOR AT EACH SIDE OF DOOR, COLOR 3 ' VAIRES. 1/2" BOND BREAK WITH JOINT SEALANT SCHEDULED HOLLOW METAL DOOR AND FRAME, CAST -IN-PLACE CONCRETE SLAB, SEE SHIM AS REQUIRED. PROVIDE FRAME ANCHORS ,� STRUCTURAL N IN TYPE AND QUANTITY AS INDICATED BY THE MANUFACTURER FOR THE CONDITION. OFFSET CAST -IN-PLACE CONCRETE FOUNDATION, SEE PROVIDE 'J' TRIM AT END OF FRAME TO COVER CONSTRUCTION JOINT BETWEEN I{ GYPSUM BOARD. N.I.C., BY T.I. ti STRUCTURAL C.M.U. WALL AND EXTERIOR FINISH MATERIAL.. CONTRACTOR. VERIFY DIMENSION IN FIELD. INTERIOR EXTERIOR INSIDE" 1' OUTSIDE 8 TYPICAL EXTERIOR H.M. DOOR JAMB DETAIL AT C.M.U. 4 ALUM. CURTAINWALL CONCRETE CURB AT MAIN ENTRANCE 2 EXTERIOR PLAN DETAIL AT ENTRANCE TOWER A-6.1 1 112"=1'-0" AM! :I634� ¢y PROVIDE (3) SMOOTH, GREASED DOWELS AT EACH 5.6 C 10'-21', FINISH FACE DOOR OPENING. DOWELS SCHEDULED HOLLOW METAL DOOR SHALL BE #5, 18"L AND FRAME, SHIM AS REQUIRED SCHEDULED SHEATHING OVER 3 5/8' 5.6 PROVIDE NEW CONCRETE SLAB. METAL STUDS AT 16" O.C. N.I.C., BY T.I. 1 TURN -DOWN AT ALL NEW DOOR CONTRACTOR. 1 -0 10'-0", FACE OF STUD OPENINGS. CUT BACK EXISTING LAB AS REQUIRED, DOWEL NEW 9% 9'-3", Cl N INTO EXISTING. FACE OF STUD FACE OF STUD o SCHEDULED THRESHOLD, SET IN GALVANIZED STEEL COLUMN 0 0 FIRE -RETARDANT TREATED WOOD WALL FURRING, BEYOND. N.I.C., JOINT SEALANT BED BY T.I. CONTRACTOR. BLOCKING, SHIM AS REQUIRED. N.I.C., BY RECESSED SLAB MAY OCCUR, 1/2' BOND BREAK WITH JOINT T.I. CONTRACTOR. o SEE PLANS. ALIGN BACK OF SEALANT WALL FURRING. N.I.C., BY T.I. CONTRACTOR. RECESS WITH INSIDE FACE OF SITE CONCRETE, SLOPED TO DRAIN FILL METAL STUD CONSTRUCTION AT METAL o U DOOR FRAME STUD FRAMING WITH BATT INSULATION AS PROVIDE ADJUSTABLE, WELD -ON ANCHOR I o RODS AND TRIANGLE 11ES AT 24 O.C. w Q NISH FLOOR SHOWN �, � Q a (VERT.). PROVIDE AT EACH FACE OF ! 4- PROVIDE J TRIM AT END OF GYPSUM COLUMN. c� € BOARD. N.I.C., BY T.I. CONTRACTOR. a LU N a a A 8 C.M.U. WALL, TOOTH IN NEW - - - - - - - - - - - - - WALL FURRING AT WINDOW SILL BELOW, c n a 4 a a z �� a a SMO 0111 FACE JAMB BLOCK AT LL 8 N.I.C., BY T.I. CONTRACTOR. v tea. � � COLUMN. COORDINATE Y ' IMF 01u e ,' y JOINT SEALANT AND BACKER ROD. MATCH INSTALLATION WITH ANCHORS. 3 N _ I n WALL COLOR. N.I.C., BY T.I. CONTRACTOR. " - " " ° <, s , .i i ♦ \ \ O LL_ 00 a a n N Z n - "- a - e a. t, ' B.2 — { rtft { r{ r f Jtft f{ f l rt l ii -A tl f it {f f tr , t tr ii li li LJ O e - - - it l tt tJ {f {f r r' r' 1 a c 8',3 Mt 8', MIN. {__;...,i. ..J�.. z.. c..)�. ` b% - 1 5/8' DCTERIOR GYPSUM " s. " 1 R 1 SHEATHING BOARD OVER t r i° i i rr w ' �°O n m a 6' METAL STUDS. B.1 — +r '' ' �fVill DOWEL SLAB INTO FOUNDATION, EXISTING C.M.U.FOUNDATION RWALL PROVIDE DOUBLE STUD i f 2 , C� SEE STRUCTURAL CUT DOWN AS REQUIRED FOR NEW AT JAMB. SHIM `* ?f ?` ,J `f & "�° SHEATHING AS REQUIRED. B • - <::r<:::?�{..? ..;.=> <:> <°> <:> <::> <: }::::;: : °: <•:� 3 5/8' METAL STUDS AT END FRAMING STEEL COLUMN, SEE STRUCTURAL PREFlNISHED ALUMINUM PANEL SYSTEM OVER AIR+WEATHER EXTRUDED ALUMINUM OUTSIDE CORNER '' N ' NOTE: SEE 4/A-2.15 FOR ADDITIONAL Q ... .<::>•<;:.>•<..>•<..>.>• ..>• :�• ,,• ,• y. N INFORMATION AT BASKETBALL. EXTERIOR 1 FlRE-RETARDANT WOOD BLOCKING. SIZE AS REQUIRED, CUT TO BARRIER OVER 5/8' EXTERIOR GYPSUM SHEATHING BOARD TRIM, BY PANEL MANUFACTURER. E SCHEDULED WINDO D GLAZING � g" �" E.I.F.S OVER RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER �• OVER 6" METAI_ STUD FRAMING AT 16' O.C. SECURE PANELS PREFlNISH TO MATCH PANELS. M. TO METAL STUD FRAMING AT 32" O.C. WITH MANUFACTURER'S ALL OUTSIDE CORNERS. IXfT DOOR AND 7/A-2.14 FOR JOINT SEALANT AND BACKER ROD, TYP. BOTH JOINT SEALANT AND BACKER ROD, MATCH E.I.F.S. COLOR STANDARD CONCEALED CUP AND SCREW SYSTEM. DO NOT ADDITIONAL INFORMATION AT KIDS KLUB SIDES. MATCH WINDOW FRAMING COLOR. EXTERIOR EXIT DOOR. FASTEN TO GYPSUM SHEATHING BOARD. EXPOSED FASTENERS 7 TYPICAL EXTERIOR H.M. DOOR SILL DETAILK7T-�WINDOW JAMB/PIER DETAIL (OPPOSITE ENTRY TOWER) 1 EXTERIOR PLAN DETAIL AT ENTRANCE PIER ARE NOT PERMITTED. A-6.1 3"=1'-0" A-6.1 3"=1'-0" A-6.1 1 1/2"=1'-0" Sheet Name: EXTERIOR DETAILS Pro j #: Issue Date: 170264 08-07-2017 Sheet No.: Drawn By: Checked By: AF/KC KC E.I.F.S. CONTROL JOINT, ALJGN WITH C.M.U. WALL CONTROL JOINT. NOTE: JOINT IS TO OCCUR AT THE SAME DIMENSION AT ALL WINDOW JAMBS. MAIN E.I.F.S. WALL E.I.F.S. BASE BAND T.O. BRICK BAND � 4'-0' A.F.F. EXISTING WATER TABLE COURSE EXISTING ROWLOCK COURSE EXISTING BRICK BASE DASHED LINE IS C.M.U. CONTROL JOINT, BEYOND. SEE PLANS FOR LOCATION. NOTE: JOINT IS TO OCCUR AT THE SAME DIMENSION AT ALL WINDOW JAMBS. CONTROL JOINT IN BRICK VENEER. COORDINATE FINAL LOCATION IN THE FIELD WITH THE ARCHITECT AND EXISTING BRICK COURSING. FIELD ADJUSTMENTS MAY BE REQUIRD TO ELIMINATE BRICK SLIVERS AT CONTROL JOINrr, LOCATION. FINISH FLOOR 1. USE BRICKS STORED FROM DEMOLITION ACTIVITIES FOR ALL PATCHING AND NEW WORK. ONLY WHOLE, UNDAMAGED BRICKS SHALL BE USED. 2. REMOVE EXISTING MORTAR FROM BRICKS AND CLEAN BRICKS PRIOR TO INSTALLING IN NEW WORK. 3. MATCH EXISTING LAYOUT AND BOND PATTERNS. 4. MATCH EXISTING GROUT COLOR. 5. PRIOR TO PROCEEDING WITH THE WORK, NOTIFY ARCHITECT IF NEW MASONRY CONTROL JOINT LOCATIONS WILL CONFLICT WITH BRICK BOND PATTERN OR PRODUCE SLIVERS SMALL THAN 2". RECESSED E.I.F.S. MAIN E.I.F.S. WALL SURROUND, l' -O* 2'-0-, TYP. SEE PLANS DETAIL ELEVATION AT BRICK BASE ANI) WINDOW JAMB \.'�6.2 1 1/2"=1-1011 PREFINISHED ALUMINUM BRAKE METAL PANEL, BEYOND E.I.F.S REVEAL SURROUND, BEYOND E.I.F.S, BEYOND BRICK BASE, BEYOND 0.64MM (2: ALUMINUM BRAKE R AIR+WEATHER E LAYERS 1/2" TREATED PLYWOOD 6' METAL STUD FRA JOINT SEALANT, MAI SITE CONCRETE, -SLOPED-TO-DW 1/2' BOND BREAK WITH JOINT SEALANT OUTSIDE 3"=J.-Ol. PREFINISHED ALUMINUM SCHEDULED WINDOW WEATHERPROOF ELECTRIC BOX, MOUNTED TO PERIMETER CHANNEL FRAME WEATHERPROOF DRIVER FOR LED STRIP LIGHT, MOUNTED TO PERIMETER CHANNEL FRAME LED BUILDING UPLIGHT, MOUNTED TO PERIMETER CHANNEL FRAME GALVANIZED STEEL CLEVIS, PIN, AND ANCHOR PLATE B.O. cmppY/ T.O. E.I.F.S. REVEAL 14'-6" A.F.F. PERIMETER GALVANIZED STEEL CHANNEL FRAME WIRING FOR LIGHT FIXTURES. CONCEAL IN "I FRAMING AND HOLD TIGHT TO STEEL STRUCTURE. GALVANIZED STEEL TUBE BEAM LED STRIP DOWNLIGHT AT PERIMETER OF CANOPY GALVANIZED STEEL TUBE BEAM, BEYOND THREADED GALVANIZED STEEL TIE -ROD SUPPORT WITH STEEL TURNBUCKLES. LOCATE TURNBUCKLES AT MID -SPAN OF TIE -ROD. 3/4'0/4- E.I.F.S. REVEAL JOINT SELANT, TOP AND SIDES ONLY. DO NOT SEAL BOTTOM OF PLATE. AT ALL THROUGH BOLTS, PROVIDE 2'DIA. GALVANIZED STEEL PIPE SPACE 8*x8* STEEL PLATE WITH THROUGH BOLTS C.L. OF REVEAL 19'-5' A.F.F. C.L. OF PLATE 19'-0w A.F.F. C.L. OF REVEAL 18'-7* 3/4!x3/4- E.I.F.S. REVEAL SELF -ADHERED, FLEXIBLE SHEET TYPE MASONRY FLASHING. TURN DOWN AT FACE OF WALL INTO DRAINAGE PLANE OF E.I.F.S. EXTEND DOWN in MIN. JOINT SEALANT, TOP AND SIDES ONLY. DO NOT SEAL BOTTOM OF CHANNEL. PROVIDE JOINT SEALANT AT ALL CONDUIT AND BOLT PENETRATIONS THRU WALL, TYP. METAL DECK -------------------- - Icl -4Aq ________________________________________________t -_-_- -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I 0 -------------------------- I 0 1 / J_--L---------------------------I --------------------------- L ----------J — — — — — — — — — — — — -- — — — — — 2 — — — — — — — — 2 C> — — — — — — — — — -- — — — — — — — — — — - — — — — — — — — — 3',l -- L ------ ----------- --- ------- PRIME ALUMINUM AND CONCRETE SURFACES PROVIDE REAR AND SIDE END DAMS, WITH ASPHALT BASED PRIMER AS CONCEAL BEHIND JOINT SEALANT. DAMS if-oll it -on 11-15" 12'-0m RECOMMENDED BY ALUMINUM MANUFACTURER SHALL NOT BE VISIBLE IN FINISH WORK. TO PREVENT CORROSION. 5p-O" GALVANIZED STEEL THRIOU�h BOLTS AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANI-E-D STEEL PIPE SPACE COLOR BREAK OCCURS 1-1ERE AT STEEL BEAM, COORDINATE BOLT INSTALLATION WITH BEAM FABRICATION, PRE -DRILL BEAM FOR BOLT INSTALLATION GROUT BLOCK SOLID AT ALL ANCHOR BOLI LOCATIONS VAN[ZED STEEL HEADED STUDS. SEAL FLASHING TO HEADED STUDS WITH JOINT SEALANT. GROUT BLOCK SOLID AT ALL ANCHOR 30 LOCATIONS 6", TYP. SCHEDULED WINDOW AND GLAZING, y flfl_l�ll yy y yy y EXISTING WINDOW FRAMING VERTICAL MEMBER. rn ua- U-j E.I.F.S. OVER RIGID FOAM INSULATION R AIR+WEATHER BARRIER. INSULATION THICKNESS VARIES. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SHIM AS REQUIRED UTILIZE Ir - AS REQUIRED FOR NEW JAMB CONDITION. 6 15 0 Fx LU SALVAGED PIECES FROM WINDOW DEMOLITION. M Lai !jj FF-: EDGE OF WINDOW OPENING, BELOW AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANIZED STEEL JOINT SEALANT AND BACKER, TYP. BOTH SIDES. MATCH U_ c pm U) W JOINT SEALANT AND BACK ROD. MATCH Co PIPE SPACE z 9 E.I.F.S. BASE BAND, BELOW 4-j WINDOW FRAME COLOR. EXTERIOR SEALANT BY ■ DRAINAGE PLANE OF E.I.F.S. EXTEND DOWN` U Z) SEAL BOTTOM OF PLATE. SHELL CONTRACTOR. INTERIOR SEALANT 13Y T.I. INTERIOR WALL FURRING, SEE WALL TYPES i 3 8" MODIFIED TRUSS SCREWS AT 16' ALL MASONRY CONTROL JOINT CONTRACTOR. INTO DRAINAGE SLOT lm MIN. NJ 8x8x1/2' STEEL PLAT WITH STEEL THROUGH PROVIDE V TRIM AT END OF GYPSUM BOARD. A — \ --------------------- N.I.C.3Y T.I. CONTRACTOR. Y.O. ■ < 3/8" DRAINAGE SLOT. PROVIDE WITH JOINT STEEL CLEVIS, PIN, AND ANCHOR PLATE Ilk CONCRETE OPENING EXTERIOR WALL CONSTRUCTION SEE WALL SECTIONS AND - ----- L_of CONFIRM FINAL SPACING AS PART OF 0'-6" A.F.F. EXTERIOR DETAILS THREADED GALVANIZED STEEL TIE -ROD SUPPORT z I 111W SEE I.D. DRAWINGS FOR FINISHES ■ {+-~` OVERALL WINDOW DESIGN. PRE -DRILL all GALVANIZED STEEL CLEVIS, PIN, AND ANCHOR COLOR. INSTALL WEEP TUBES IN SEAM AT 2' METAL STUDS AT 24"O.C. WITH R10 RIGID Nil PLATE "X ---- --------- FOAM INSULATION. DO NOT INSTALL GYPSUM GALVANIZED METAL DECK — 10 16" O.C. AND (1) TUBE EACH LOCATED 3" FROM "y - - - - - - - - - - - - - - - - - - - - - - - - - - - r ------------------- -------- BOARD. GYPSUM BOARD BY T.I. CONTRACTOR. WEATHERPROOF ELECTRIC BOX, MOUNTED TO PERIMETER Ln I - I ---------------- ---------- --------------J L--------------- — --- I N ---==! — EACH END OF THE WINDOW. AND WEEP TUBES CHANNEL FRAME ELECTRIC BOX LOCATION, COORDINATE 0 Q < 0 0 0 CN ------ ---- - RECESSED SLAB MAY OCCUR, SEE �0 (9 AT MIDPOINT, EXTENT TUBE BELOW 0 0 LL < Ln ------ - ----- AT OPEN WORK-OUT FLOOR AREAS, WEATHERPROOF DRIVER FOR LED STRIP LIGHT, MOUNTED TO 31-6* 71-6* 7'-6v S-15" 21-0n 29-0* IPLANS R PERIMETER CHANNEL FRAME METAL STUD CONTRACTOR TO DESIGN BE4 fn o-o WOOD BANDS. AT POOL AREA, LOCATE z SIZE. FILL HEAD WITH BATT INSULATION BOX AND WIRING AT AN ACCESSIBLE T.I. C.D A, -------- . ....... PERIMETER GALVANIZED STEEL TUBE FRAME, BELOW Ck� : :�'� - - - _ EXPOSE BOX IN WALLS OR CEILING OF =D 00 :z C) U I ----------- NOT INSTALL GYPSUM BOARD. POOL Lij CL C> METAL PANEL OVER AIR+WEATHER BARRIER OVER (D GYPSUM BOARD BY T.I. CONTRACTOR. C) 1 811 -F---' 4 — — — — — — 1 MITER AND WELD OUTSIDE CORNERS . ..... 4A ll CAST -IN -P CE CONCRETE PERIMETER GALVANIZED STEEL CHANNEL FRAME FRAMING AT 16" O.C. SLAB AND F NDATION, SEE LED STRIP DOWNLIGHT, BELOW. CENTER ON TUBE FRAMING. - -- (\1 3/8MODIFIED TRUSS SCREWS AT 16" STRUCTURAL CASTINPLACE CONCRETE L) E.I.F.S REVEAL, BEYONDO.C. _.. - - LED BUILDING UPLIGHT, MOUNTED TO PERIMETER CHANNEL (MAX.). GLAZING CONTRACTOR S HALL INSIDE CURB DOWEL INTO SLAB FRAME 5p-O" GALVANIZED STEEL THRIOU�h BOLTS AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANI-E-D STEEL PIPE SPACE COLOR BREAK OCCURS 1-1ERE AT STEEL BEAM, COORDINATE BOLT INSTALLATION WITH BEAM FABRICATION, PRE -DRILL BEAM FOR BOLT INSTALLATION GROUT BLOCK SOLID AT ALL ANCHOR BOLI LOCATIONS VAN[ZED STEEL HEADED STUDS. SEAL FLASHING TO HEADED STUDS WITH JOINT SEALANT. GROUT BLOCK SOLID AT ALL ANCHOR 30 LOCATIONS FILL AREA WITH RIGID FOAM INSULATION. B.O. E.I.F.S. REVEAL -------- - -- T.O. M VERIFY DEPTH IN FIELD WITH WALL METAL PW -6 CONSTRUCTION. it -ow it -on 13'-6* A.F.F. V 11-6v ------ SELF ADHE ED j ti 1 4. r _j -44- y flfl_l�ll yy y yy y EXISTING WINDOW FRAMING VERTICAL MEMBER. rn ua- U-j E.I.F.S. OVER RIGID FOAM INSULATION R AIR+WEATHER BARRIER. INSULATION THICKNESS VARIES. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - T_W_ ■ UTILIZE Ir - AS REQUIRED FOR NEW JAMB CONDITION. 6 15 0 Fx LU SALVAGED PIECES FROM WINDOW DEMOLITION. M Lai !jj FF-: EDGE OF WINDOW OPENING, BELOW AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANIZED STEEL JOINT SEALANT AND BACKER, TYP. BOTH SIDES. MATCH U_ c pm U) W WINDOW FRAME COLOR. 31: Co PIPE SPACE z 9 E.I.F.S. BASE BAND, BELOW 4-j JOINT SEALANT, TOP AND SIDES ONLY. DO NOT ■ DRAINAGE PLANE OF E.I.F.S. EXTEND DOWN` U Z) SEAL BOTTOM OF PLATE. ( 3 8" MODIFIED TRUSS SCREWS AT 16' ALL MASONRY CONTROL JOINT INTO DRAINAGE SLOT lm MIN. NJ 8x8x1/2' STEEL PLAT WITH STEEL THROUGH LOCATIONS. PROVIDE JOINT SEALANT A — \ --------------------- BOLTS ■ < 3/8" DRAINAGE SLOT. PROVIDE WITH JOINT STEEL CLEVIS, PIN, AND ANCHOR PLATE - ----- L_of CONFIRM FINAL SPACING AS PART OF 0 THREADED GALVANIZED STEEL TIE -ROD SUPPORT z I 111W WITH GALVANIZED STEEL TURNBUCKLES ■ {+-~` OVERALL WINDOW DESIGN. PRE -DRILL all GALVANIZED STEEL CLEVIS, PIN, AND ANCHOR COLOR. INSTALL WEEP TUBES IN SEAM AT 0 Nil PLATE "X ---- --------- E 10 16" O.C. AND (1) TUBE EACH LOCATED 3" FROM r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ------------------- -------- 0 ---- I 10 Ln I - I ---------------- ---------- --------------J L--------------- — --- I N ---==! — EACH END OF THE WINDOW. AND WEEP TUBES ELECTRIC BOX LOCATION, COORDINATE 0 Q < 0 0 0 CN ------ ---- - FINAL LOCATION IN FIELD WITH T.I. WORK. �0 (9 AT MIDPOINT, EXTENT TUBE BELOW 0 0 LL < Ln ------ - ----- AT OPEN WORK-OUT FLOOR AREAS, 31-6* 71-6* 7'-6v S-15" 21-0n 29-0* LOCATE BOX BEHIND T.I. WORK INTERIOR METAL STUD CONTRACTOR TO DESIGN BE4 WOOD BANDS. AT POOL AREA, LOCATE z SIZE. FILL HEAD WITH BATT INSULATION BOX AND WIRING AT AN ACCESSIBLE T.I. . ....... WORK CEILING LOCATION DO NOT AS SHOWN. : :�'� - - - _ EXPOSE BOX IN WALLS OR CEILING OF II ----------- NOT INSTALL GYPSUM BOARD. POOL METAL PANEL OVER AIR+WEATHER BARRIER OVER (D GYPSUM BOARD BY T.I. CONTRACTOR. C) 1 (2) MRS 1/2" FIRE -RETARDANT TREATED -F---' _40. PLYWOOD SHEATHING OVER 8' METAL STUD . ..... ll 8 FRAMING AT 16" O.C. - -- (\1 3/8MODIFIED TRUSS SCREWS AT 16" L) E.I.F.S REVEAL, BEYONDO.C. _.. \ (MAX.). GLAZING CONTRACTOR S HALL E.I.F.S, BEYOND ------ - ------ CONFIRM FINAL SPACING AS PART OF J< ---- ------- -CUT BLOCK ALONG LONG ACCESS TO FIT f OVERALL WINDOW DESIGN. PRE -DRILL AT BEAM, GROUT SOLID -T - - ------ METAL PANEL WITH 7/32" CLEAR HOLES. STEEL COLUMN, BEYOND INTERIOR WALL FURRING. N.I.C., BY T.I. v CONTRACTOR. PROVIDE 'J' TRIM AT END OF GYPSUM BOARD. N.I.C., BY T.I. CONTRACTOR. II{------- 12'-0' A.F.F. A, - --- - -------- GALVANIZED STEEL BEAM+PLt-I I LINTEL RETURN METAL PANEL AT WINDOW JAMB. I I I MATCH WINDOW FRAME COLOR. EXTERIOR INSTAL OVER ARI+WEATEHR BARRIER AND (1) I I AT THE STEEL BEAM, PROVIDE SEALANT BY SHELL CONTRACTOR. LAYER OF 1/2' FIRE -RETARDANT TREATED T ADJUSTABLE, WELD -ON ANCHOR RODS AN INTERIOR SEALANT BY T.I. CONTRACTOR. PLYWOOD SHEATHING TRIANGLE TIES AT 8" v.. (HORIZ.), TYP. SCHEDULED WINDOW AND GLAZING BOTH SIDES OF BEAM. PRb\,IDE IN EACH 11 1 ROW OF BEAM ---------- B.O. STEEL BEAM/ / 7-74 / B.O. MASONRY 14'-0" A.F.F. FILL AREA WITH RIGID FOAM INSULATION. B.O. E.I.F.S. REVEAL -------- - -- T.O. M VERIFY DEPTH IN FIELD WITH WALL METAL PW -6 CONSTRUCTION. it -ow it -on 13'-6* A.F.F. V 11-6v ------ SELF ADHE ED j , ALIGN BACK EDGE WITH 1-011 A INSIDE FACE OF C.M.U. CANOPY PLAN: 3/4"=1 v TYPICAL FRONT WINDOW HEAD AND CANOPY DETAIL AND ENLARGED CANOPY PLAN ■ U.J ti 1 4. r _j -44- y flfl_l�ll yy y yy y EXISTING WINDOW FRAMING VERTICAL MEMBER. rn ua- U-j E.I.F.S. OVER RIGID FOAM INSULATION R AIR+WEATHER BARRIER. INSULATION THICKNESS VARIES. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - T_W_ ■ UTILIZE Ir - AS REQUIRED FOR NEW JAMB CONDITION. 6 15 0 Fx LU SALVAGED PIECES FROM WINDOW DEMOLITION. M Lai !jj FF-: EDGE OF WINDOW OPENING, BELOW AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANIZED STEEL JOINT SEALANT AND BACKER, TYP. BOTH SIDES. MATCH U_ c pm U) W WINDOW FRAME COLOR. 31: Co PIPE SPACE z 9 E.I.F.S. BASE BAND, BELOW 4-j JOINT SEALANT, TOP AND SIDES ONLY. DO NOT ■ DRAINAGE PLANE OF E.I.F.S. EXTEND DOWN` U Z) SEAL BOTTOM OF PLATE. ( 3 8" MODIFIED TRUSS SCREWS AT 16' ALL MASONRY CONTROL JOINT INTO DRAINAGE SLOT lm MIN. NJ 8x8x1/2' STEEL PLAT WITH STEEL THROUGH LOCATIONS. PROVIDE JOINT SEALANT — BOLTS ■ < 3/8" DRAINAGE SLOT. PROVIDE WITH JOINT STEEL CLEVIS, PIN, AND ANCHOR PLATE - ----- L_of CONFIRM FINAL SPACING AS PART OF 0 THREADED GALVANIZED STEEL TIE -ROD SUPPORT z I 111W WITH GALVANIZED STEEL TURNBUCKLES ■ {+-~` OVERALL WINDOW DESIGN. PRE -DRILL all GALVANIZED STEEL CLEVIS, PIN, AND ANCHOR COLOR. INSTALL WEEP TUBES IN SEAM AT 0 Nil PLATE E 10 16" O.C. AND (1) TUBE EACH LOCATED 3" FROM r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ------------------- -------- 0 ---- I 10 Ln I - I ---------------- ---------- --------------J L--------------- — --- I N ---==! — EACH END OF THE WINDOW. AND WEEP TUBES 0 Q < 0 0 0 CN 1/2' JOINT SEALANT AND BACKER ROD, MATCH �0 (9 AT MIDPOINT, EXTENT TUBE BELOW 0 0 LL < Ln OUT TO FACE OF CHANNEL FRAME 31-6* 71-6* 7'-6v S-15" 21-0n 29-0* + + , ALIGN BACK EDGE WITH 1-011 A INSIDE FACE OF C.M.U. CANOPY PLAN: 3/4"=1 v TYPICAL FRONT WINDOW HEAD AND CANOPY DETAIL AND ENLARGED CANOPY PLAN ■ U.J - ,FLEXIBLE MASONRY - U_ C.D Issue Date: EXISTING WINDOW FRAMING VERTICAL MEMBER. rn ua- U-j E.I.F.S. OVER RIGID FOAM INSULATION R AIR+WEATHER BARRIER. INSULATION THICKNESS VARIES. F 0 5 tz CONFlRM LOCATION IN FIELD. MODIFY WINDOW FRAMING lu<_ > UTILIZE Ir - AS REQUIRED FOR NEW JAMB CONDITION. 6 15 0 Fx LU SALVAGED PIECES FROM WINDOW DEMOLITION. M Lai !jj FF-: JOINT SEALANT AND BACKER, TYP. BOTH SIDES. MATCH U_ c pm U) W WINDOW FRAME COLOR. 31: Co WINDOW HEAD: 3"=1'-0" CANOPY PLAN: 3/4"=1'-0" 80 C.M.U. WALL INFILL AT TENANT DEMISING WALL SEE WINDOW OPENING. PROVIDE PLAN FOR LOCATION. WITH HORIZONTAL JOINT REINFORCING AT 16' O.C. EXISTING WINDOW FRAMING, REMOVE AND DISPOSE RETURN B CK TO C.M.UM WALL IN LL AS - - - REQUIRED. TYP. BOTH SIDES. _- - - - - - - - - — — — — — — — — — — — — — — — — - EXISTING E.I.F.S. ALIGN EDGE OF BRICK WITH END OF WINDOW FRAMING BRICK PILASTER. REUSE BRICK STORED FROM DEMOLITION NOTE: ORIGINAL DRAWINGS ARE UNCLEAR ON EXISTING ABOVE EXISTING CLEAN BRICKS BEFORE REUSE. MATCH EXISTING MORTAR WINDOW COLO CONSTRUCTION THROUGH THIS AREA. REVIEW ALL CONDITIONS IN THE FIELD WITH THE ARCHITECT PRIOR TO PROCEEDING WITH %4 E.I.F.S. DETAIL AT EXISTING WIND S/ENTRANCE DEMOLITION OR THE NEW WORK. ADJUSTMENTS MAY BE REQUIRED. A-6.2 1 3"=1'-0" PROVIDE METAL STUD 8x8 BOX POST (MIN. SIZE) AT EACH JAMB. METAL STUD CONTRACTOR SHALL DESIGN AT EXISTING COLUMNS, CUT POST BLOCK LESE TO ROUND COLUMN. PROVIDE V TRIM AT END OF GYPSUM BOARD. INSTALL A N.I.C., BY T.I. CONTRACTOR. GROUT SOLID. EXISTING STEEL COLUMN, TO REMAIN PROVIDE ADJUSTABLE, SCHEDULED WINDOW AND WELD -ON ANCHOR RODS AND GLAZING TRIANGLE TIES AT 16" O.C. (VERT.). PROVIDE AT EACH FACE OF COLUMN. x > r °T, 6 _j E.I.F.S. BASE BAND BELOW EJ2.F.S. OVER RIGID FOAM INSULATION: 0 ER JOINT 3EALANT AND BACKER ROD, AIR+WEATHER BARRIER. MATCH LAF E.I.F.S. COLORS. INSULATION T1 ICKNESS COLOR ARE&_QqTRS HERE ARn— ALIGN THIS EDGE OF THE BRICK PILASTER WITH FACE OF B Q EXISTING BRICK BASE, PIER BEYOND. ALIGN WITH BELOW MIDDLE SECTION OF BRICK PIER, EXISTING BRICK WATER NOT THE BASE. TABLE, BELOW JOINT SEALANT AND BACKER ROD, TYP. MATCH WINDOW FRAME COLOR. EXTERIOR SEALANT BY SHELL CONTRACTOR. INTERIOR SEALANT BY T.I. CONTRACTOR. VAPOR -RETARDER FACED R15 BATT INSULATION. 3/8" MODIFIED TRUSS SCREWS AT 16 O.C. (MAX.). GLAZING CONTRACTOR SHALL CONFIRM FINAL SPACING AS PART OF OVERALL WINDOW DESIGN. PRE -DRILL METAL PANEL WITH 7/32" CLEAR HOLES. WINDOW SILL BELOW JI 0.64MM (22GA) PREFINSIHED 1/2" JOINT SEALANT AND RETURN METAL PANEL AT WINDOW JAMB. ALUMINUM BRAKE METAL PANEL BACKER ROD, MATCH METAL INSTALL OVER ARI+WEATEHR BARRIER AND (1) OVER AJR+WEATHER BARRIER OVER PANEL COLOR. NOTE: THIS (2) LAYERS 1/2" FIRE -RETARDANT CONDITION OCCURS AT ALL LAYER OF 1/2' FIRE -RETARDANT TREATED TREATED PLYWOOD SHEATHING OVER LOCATIONS WHERE THE METAL PLYWOOD SHEATHING 8" METAL STUD FRAMING AT 16" PANEL MEETS THE ADJACENT O.C. FILL FRAMING WITH BATT WALL FINISH MATERIAL INSULATION AS SHOWN. -60 i1�TYPICAL FRONT WINDOW JAMB DETAIL A-6.2 1 3"=1'-0" A METAL PANEL, BEYOND 6' WINDOW HEAD AND CANOPY SECTION: 3"=11-011 PROVIDE ADJUSTABLE, WELD -ON 3 5/8" METAL STUD FRAMING AT 16' O.C., ANCHOR RODS AND TRIANGLE TIES MAX. WITH Rll BATT INSULATION. INSTALL UP AT 16" O.C. (VERT.). PROVIDE AT TO EDGE OF EXPANSION JOINT ONLY. T.I. EACH FACE OF COLUMN. CONTRACTOR TO CONTINUE FRAMING BEYOND 40 GALZVANIZED THAT POINT. DO NOT INSTALL GYPSUM BOARD. STEEL COLUMN GYPSUM BOARD BY T.I. CONTRACTOR. 4" CUT BLOCK ALONG LONG ACCESS TO PERMIT INSTALLATION AROUND STEEL COLUMN. COLOR BREAK OCCURS HERE 1'-0' - ,FLEXIBLE MASONRY - I.,D< x Issue Date: x x x X x E.I.F.S. OVER RIGID FOAM INSULATION R AIR+WEATHER BARRIER. INSULATION THICKNESS VARIES. �0 0 C-4 > -- 0 rn r") FLASHING. TURN DOWN AT FACE OF WALL INTO U) W ro M Co z 9 E.I.F.S. BASE BAND, BELOW 4-j Er 3: c 0 DRAINAGE PLANE OF E.I.F.S. EXTEND DOWN` U Z) > ( 3 8" MODIFIED TRUSS SCREWS AT 16' ALL MASONRY CONTROL JOINT INTO DRAINAGE SLOT lm MIN. LOCATIONS. PROVIDE JOINT SEALANT O.C. (MAX.). GLAZING CONTRACTOR SHALL < 3/8" DRAINAGE SLOT. PROVIDE WITH JOINT - ----- L_of CONFIRM FINAL SPACING AS PART OF SEALANT AND BACKER ROD, MATCH E.I.F.S. z I {+-~` OVERALL WINDOW DESIGN. PRE -DRILL Cl COLOR. INSTALL WEEP TUBES IN SEAM AT 0 METAL PANEL WITH 7/32 CLEAR HOLES. 16" O.C. AND (1) TUBE EACH LOCATED 3" FROM U W rn Ln LO EACH END OF THE WINDOW. AND WEEP TUBES 0 Q < 0 0 0 CN 1/2' JOINT SEALANT AND BACKER ROD, MATCH �0 (9 0 0 LL < Ln PROVIDE METAL STUD BOX BEAM HEADER. METAL PANEL COLOR. NOTE: THIS CONDITION OCCURS AT ALL LOCATIONS WHERE THE METAL METAL STUD CONTRACTOR TO DESIGN BE4 z SIZE. FILL HEAD WITH BATT INSULATION PANEL MEETS THE ADJACENT WALL FINISH I AS SHOWN. MATERIAL 0.64MM (22GA) PREFINSIHED ALUMINUM BRAKEDO II ----------- NOT INSTALL GYPSUM BOARD. METAL PANEL OVER AIR+WEATHER BARRIER OVER (D GYPSUM BOARD BY T.I. CONTRACTOR. C) 1 (2) MRS 1/2" FIRE -RETARDANT TREATED _40. PLYWOOD SHEATHING OVER 8' METAL STUD . ..... ll 8 FRAMING AT 16" O.C. 3/8MODIFIED TRUSS SCREWS AT 16" L) E.I.F.S REVEAL, BEYONDO.C. _.. (MAX.). GLAZING CONTRACTOR S HALL E.I.F.S, BEYOND ------ - ------ CONFIRM FINAL SPACING AS PART OF f OVERALL WINDOW DESIGN. PRE -DRILL - - ------ METAL PANEL WITH 7/32" CLEAR HOLES. STEEL COLUMN, BEYOND B.O. METALPAN EL� PROVIDE 'J' TRIM AT END OF GYPSUM BOARD. N.I.C., BY T.I. CONTRACTOR. T.O. WINDOW 12'-0' A.F.F. �-- JOINT SEALANT AND BACKER ROD, TYP. RETURN METAL PANEL AT WINDOW JAMB. I I I MATCH WINDOW FRAME COLOR. EXTERIOR INSTAL OVER ARI+WEATEHR BARRIER AND (1) I I SEALANT BY SHELL CONTRACTOR. LAYER OF 1/2' FIRE -RETARDANT TREATED INTERIOR SEALANT BY T.I. CONTRACTOR. PLYWOOD SHEATHING SCHEDULED WINDOW AND GLAZING A METAL PANEL, BEYOND 6' WINDOW HEAD AND CANOPY SECTION: 3"=11-011 PROVIDE ADJUSTABLE, WELD -ON 3 5/8" METAL STUD FRAMING AT 16' O.C., ANCHOR RODS AND TRIANGLE TIES MAX. WITH Rll BATT INSULATION. INSTALL UP AT 16" O.C. (VERT.). PROVIDE AT TO EDGE OF EXPANSION JOINT ONLY. T.I. EACH FACE OF COLUMN. CONTRACTOR TO CONTINUE FRAMING BEYOND 40 GALZVANIZED THAT POINT. DO NOT INSTALL GYPSUM BOARD. STEEL COLUMN GYPSUM BOARD BY T.I. CONTRACTOR. 4" CUT BLOCK ALONG LONG ACCESS TO PERMIT INSTALLATION AROUND STEEL COLUMN. COLOR BREAK OCCURS HERE 1'-0' 8" C.M.U. WALL, GROUT AND REINFORCE PER STRUCTURAL DRAWINGS JOINT SEALANT AND BACKER ROD, TYP. BOTH SIDES OF C.M.U. JOINT RUBBER MASONRY CONTROL JOINT INSERT. SEE PLAN FOR LOCATIONS. WALL FURRING. N.I.C. UNLESS INDICATED OTHERWISE. BY T.I. CONTRACTOR. x Ix x I.,D< x Issue Date: x x x X x E.I.F.S. OVER RIGID FOAM INSULATION R AIR+WEATHER BARRIER. INSULATION THICKNESS VARIES. �0 0 C-4 > > >..:" > 0 rn r") U) W ro M Co z 9 E.I.F.S. BASE BAND, BELOW 4-j Er 3: c 0 U Z) > -0 ro ALL MASONRY CONTROL JOINT LOCATIONS. PROVIDE JOINT SEALANT Ld 00 < 8" C.M.U. WALL, GROUT AND REINFORCE PER STRUCTURAL DRAWINGS JOINT SEALANT AND BACKER ROD, TYP. BOTH SIDES OF C.M.U. JOINT RUBBER MASONRY CONTROL JOINT INSERT. SEE PLAN FOR LOCATIONS. WALL FURRING. N.I.C. UNLESS INDICATED OTHERWISE. BY T.I. CONTRACTOR. x Ix x I.,D< x Issue Date: x x x X x E.I.F.S. OVER RIGID FOAM INSULATION R AIR+WEATHER BARRIER. INSULATION THICKNESS VARIES. �0 0 C-4 > > >..:" > 0 rn r") U) W ro M Co z 9 E.I.F.S. BASE BAND, BELOW 4-j Er 3: c 0 U Z) PROVIDE CONTROL JOINT IN E.IF.S. AT -0 ro ALL MASONRY CONTROL JOINT LOCATIONS. PROVIDE JOINT SEALANT MITER WATER TABLE AND ROWLOCK BRICK COURSES RETURN ALL BRICK BACK EXISTING C.M.U. WALL 5/A-6.2 2'-0' TYP. SEE PLANSTO AND BACKER ROD AT OUTSIDE FACE OF CONTROL JOINT, MATCH E.I.F.S. COLOR. EXISTING WATER TABLE AND ROWLOCK BRICK COURSES, BELOW EXISTING BRICK BASE, BELOW MITER E.I.F.S. BASE BAND TO ALIGN WITH BRICK MITERS. RETURN BACK TO MAIN WALL E.I.F.S. WALL Sheet Name: EXTERIOR DETAILS LLJ L0 � C'4 z 0ro Issue Date: 170264 z �0 0 C-4 A=602 0 rn r") U) W ro M Co z 9 >< 0 4-j Er 3: c 0 U Z) 0 -0 ro Ld 00 < L_of W IV z Cl CD 0 U W rn Ln LO W 0 Q < 0 0 0 CN �0 (9 0 0 LL < Ln Sheet Name: EXTERIOR DETAILS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: A=602 0 Co h5 Cl CD 0 (D ll 8 L) cl) Ll Sheet Name: EXTERIOR DETAILS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: A=602 DOOR SCHEDULE NOTES PER ABBREVIATIONS SCHEDULE ARUM ALUMINUM THRESHOLD S.C. WOOD SOLID CORE FLUSH WOOD DOOR ALUM. ENTRANCE ALUMINUM ENTRANCE DOOR S.W.B. - F.S. SELECT WHITE BIRCH VENEER, FACTORY STAINED AND FINISHED ALUM. S.F. ALUMINUM STOREFRONT T.I. ALUM THERMALLY IMPROVED ALUMINUM THRESHOLD CLR. ANODIZED CLEAR ANODIZED ALUMINUM FINISH T.I. ALUM. C.W. THERMALLY IMPROVED ALUMINUM CURTAINWALL F.T. IGU FULLY TEMPERED (SAFETY GLASS) INSULATED GLASS UNITS. T.I. ALUM. ENTRANCE THERMALLY IMPROVED ALUMINUM ENTRANCE. MATCH ADJACENT INSULATED GLASS UNITS IN WINDOW FRAMING HT. THK. T.I. ALUM. S.F. THERMALLY IMPROVED ALUMINUM STOREFRONT. F.T. SG FULLY TEMPERED SINGLE PANE SAFETY GLASS. FINISH MATCH ADJACENT GLAZING IN WINDOW FRAMING. TILE TILE THRESHOLD, COORDINATE WITH I.D. DRAWINGS 2M GALVANIZED HOLLOW METAL MANUF DOOR DETAIL IS PART OF MANUFACTURER'S STANDARD DETAILS, FINISH SEE MANUFACTURER'S LITERATURE P.L. - BY OTHERS PLASTIC LAMINATE. BY CASEWORK FABRICATOR SILL FIRST FLOOR FIRST FLOOR WOOD WOOD FRAMING, BY CASEWORK CONTRACTOR PAINT FIELD PAINT, SEE I.D. DRAWINGS FOR FINISH(ES). I RESILIENT RESILIENT THRESHOLD, COORDINATE WITH I.D. DRAWINGS W NOTES C 1. DOOR NUMBERS ARE DIRECTLY AS;OCIATED WITH THE ROOM NUMBERS. THERE ARE JUMPS IN THE DOOR 16. CONTRACTOR SHALL PREPARE A HARDWARE FCI•:EDULE, AND HARDWARE PRODUCT DATA, FOR REVIEW BY NUMBERING DUE TO ROOMS WITH NO DOORS IN THEM OR UNUSED ROOM NUMBERS. THE ARCHITECT PRIOR TO ORDERING DOORS, FRAMES, AND HARDWARE. 2. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE HOT DIPPED ( :LVANIZED AND SHOP PRIMED. 17. COORDINATE THRESHOLD TYPES AND LENGTHS WITH FIELD CONDITIONS. PAY CL." jSE ATTENTION TO INSULATE ALL EXTERIOR HOLLOW METAL DOORS. GROUT EXTERIOR HOLLOW METAL FRAMES SOLID. CONDITIONS RECESSED SLABS FOR WOOD ATHLETIC FLOORS AND THICKSET TILE-LOORS. 3. WOOD DOOR STAIN SHALL MATCH TYPICAL WOOD VENEER/LAMINATE THRU THROUGH THE BUILDING. 18. TYPICAL MINIMUM ALUMINUM WINDOW AND DOOR FRAME SIZES (UNLESS NOTED OTHERWISE). 4. AT KIDS, KLUB, EGRESS GATE SHALL BE READILY OPERABLE FROM THE EGRESS SIDE OF THE GATE 18.1. EXTERIOR LOCATIONS: 2 1/4'X6", THERMALLY IMPROVED, CURTAIN WALL. WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. IN THE EVENT OF A LOSS OF POWER, 18.2. EXTERIOR LOCATIONS (HURRICANE AND IMPACT ZONES): 2 1/2"X5", THERMALLY IMPROVED, CURTAIN FIRE ALARM ACTIVATION, OR FIRE SUPPRESSION ACTIVATION, THE MAGNETIC LOCK SHALL FAIL SAFE WALL. MANUFACTURER'S STANDARD HURRICANE AND IMPACT RESISTANT WINDOW SYSTEM. (DISABLED). 18.3. INTERIOR LOCATIONS (TYP.): 2'X4 1/2°, NON -THERMAL, ALUMINUM STOREFRONT. 5. ALARM LOCKS, DELAYED EGRESS LOCKS, AND PANIC HARDWARE LOCATIONS SHALL BE APPROVED BY THE 18.4. INTERIOR LOCATIONS (POOL, SPA, SAUNA, VESTIBULE AND OTHER LOCATIONS INDICATED): 2'X4 1/2', LOCAL AUTHORITY HAVING JURISDICTION. THERMALLY IMPROVED, ALUMINUM STOREFRONT. 6. DOORS THAT DO NOT HAVE A FRAME TYPE INDICATED ARE LOCATED IN WINDOW ASSEMBLIES. SEE 18.5. EXTERIOR DOORS: 2 1/4° THICK, 3 1/2" TOP AND SIDE RAILS, 10" BOTTOM RAIL, WINDOW TYPES FOR INFORMATION ON THESE FRAMES. THERMALLY -IMPROVED, ALUMINUM ENTRANCE. 7. ALL DOORS, DOOR FRAMES, AND DOOR HARDWARE SHALL BE ADA COMPLIANT, ALL LOCKSET DOOR 18.6. INTERIOR DOORS: 1 3" THICK, 3 1/2' TOP AND SIDE RAILS, 10' BOTTOM RAIL, NON -THERMAL, 4 / / HANDLES SHALL BE LEVER TYPE. T.I. ALUM 8. PROVIDE SILENCERS AT AT HOLLOW METAL DOOR FRAMES. ALUMINUM ENTRANCE. 9. PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR DOORS AND AT ALL INTERIOR DOORS AT WET LOCATIONS. 18.7. AT INTERIOR LOCATIONS, EXCEPT AT POOL WINDOWS, PROVIDE 6°H ALUMINUM BASE AT ALUMINUM 10. PROVIDE DOOR SWEEPS OR AUTOMATIC BOTTOMS AT ALL EXTERIOR DOORS. STOREFRONT AND CURTAINWALL. 11. PROVIDE ASTRAGALS AT ALL PAIRS OF DOORS. ASTRAGALS SHALL BE OF THE KIND THAT DO NOT 18.8. COORDINATE FINAL FRAMING SIZES WITH WINDOW LOAD REQUIREMENTS FOR THE PROJECT AND FOR REQUIRE A DOOR COORDINATOR FOR DOOR OPERATION. THE SPAN AND SPACING INDICATED IN THE WINDOW TYPES. 12. ALL PIN TYPE HINGES, WHICH ARE ACCESSIBLE FROM THE EXTERIOR, SHALL HAVE HAVE NON -REMOVABLE 8'-0' PINS. 19. DOOR HARDWARE SIZES/LENGTHS LISTED IN THE SPECIFICATIONS ARE BASED UPON LAF TYPICAL 13. ALL DOORS SHALL BE OPENABLE FROM THE INTERIOR OF A ROOM OR SPACE WITHOUT THE USE OF A STANDARDS. CONTRACTOR SHALL COORDINATE ALL HARDWARE WITH DOOR SIZES LISTED IN THE DOOR KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT. SCHEDULE. 14. EGRESS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING ANY HAZARDOUS T.I. ALUM. C.W. AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR GREATER. T.I. ALUM 15. ALL EGRESS DOORS SHALL HAVE EXIT DEVICES (PANIC HARDWARE) AS NOTED IN THE HARDWARE MANUF. 9/A-6.1 SIM. SCHEDULE. S2A DOOR TYPE 'A' DOOR TYPE 'B' PER PER PER SCHEDULE SCHEDULE THRSH. SCHEDULE DETAILS PER REMARKS DR. NO. 32" RM. NO. SCHEDULE �" HT. THK. � MATERIAL FINISH I GLAZING J TYPE F MATERIAL FINISH w Uj SILL FIRST FLOOR FIRST FLOOR U.1 -- I ILLI W 2 1/4" C W o` a 0 FULL Cn T.I. ALUM. C.W. CLR. ANODIZED Cn -- II Cn of a 05.61.335 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE � o i a DOOR TYPE 'A' DOOR TYPE 'B' PER PER SIZE SCHEDULE SCHEDULE THRSH. LABEL DETAILS HDW REMARKS DR. NO. DR. NO. RM. NO. WD. 17 2196 CMK - LENGTH/CAM TO SUIT 626 YA HT. THK. TYPE MATERIAL FINISH I GLAZING J TYPE F MATERIAL FINISH w [JAMB SILL FIRST FLOOR FIRST FLOOR EXT01 -- PR. 3'-6" X N 2 1/4" C T.I. ALUM. ENTRANCE o` a 0 FULL -- T.I. ALUM. C.W. DOOR TYPE 'C' 1, DOOR AND FRAME TYPES 1/4"=1'-0" PER PER SCHEDULE SCHEDULE DOOR TYPE 'D' N � STOREFF-* IT MANUt 2" 2" L° 2' STANDARD FRAME TYPE 'A' FRAME TYPE 'B' DOOR SCHEDULE MARK SIZE DOOR FRAME THRSH. LABEL DETAILS HDW REMARKS DR. NO. DR. NO. RM. NO. WD. 17 2196 CMK - LENGTH/CAM TO SUIT 626 YA HT. THK. TYPE MATERIAL FINISH I GLAZING LITE SIZE TYPE F MATERIAL FINISH HEAD [JAMB SILL FIRST FLOOR FIRST FLOOR EXT01 -- PR. 3'-6" X 8'-0' 2 1/4" C T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL -- T.I. ALUM. C.W. CLR. ANODIZED T.I. ALUM -- MANUF. MANUF. S2 05.61.335 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE EXT01 EXT02 -- 3'-0' X 8'-0' 2 1/4' B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL -- T.I. ALUM. C.W. CLR. ANODIZED T.I. ALUM -- MANUF. MANUF. S2 00.19.835 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE =2 EXT03 -- 3'-0" XV. 8'-0' 2 1 4' B T.I. ALUM. ENTRANCE CLR. ANODIZED F.T. IGU FULL -- T.I. ALUM. C.W. CLR. ANODIZED T.I. ALUM -- -- MANUF. 9/A-6.1 SIM. MANUF. 8/A-6.1 SIM. S2A 00.19.835 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE EXTO3 EXT04 -- PR. 3'-0' X 7'-0" 1 3/4" D GHM PAINT -- -- B -- -- -- 7/A-6.1 SIM. 16.61.310 EXISTING WALL OPENING, FIELD VERIFY FRAME AND DOOR SIZES. PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE. EXT04 =5 -- 3'-0' X 7'-0" 1 3/4" A GHM PAINT -- -- B GHM PAINT T.I. ALUM -- 9/A-6.1 8/A-6.1 7 A-6.1 26.40.810 =5 EXT06 -- 3'-0" X 6'-11 1/2" 1 3/4" A GHM PAINT -- -- A GHM PAINT T.I. ALUM -- 9/A-6.1 8/A-6.1 S1 B&7/A-6.1 16.19.810 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE. COORDINATE FINAL DOOR AND FRAME HEIGHT WITH RAISED ATHLETIC WOOD FLOOR BEING PROVIDED BY TENANT CONTRACTOR. =6 EXT07 -- 3'-0' X 6'-11 1/2' 1 3/4" A GHM PAINT -- -- A GHM PAINT T.I. ALUM -- 9/A-6.1 8/A-6.1 S1 B&7/A-6.1 16.19.810 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE. COORDINATE FINAL DOOR AND FRAME HEIGHT WITH RAISED ATHLETIC WOOD FLOOR BEING PROVIDED BY TENANT CONTRACTOR. D07 EXT08 -- 3'-0' X 7'-0' 1 3/4' A GHM PAINT -- -- B GHM PAINT T.I. ALUM -- 9/A-6.1 8/A-6.1 7/A-6.1 SIM. 16.19.810 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE EXT08 I_ HARDWARE SET 100.19.835 1 Threshold 171 A - OPENING WIDTH' SS/MS&ES25 PE Doors: EXTERIOR ALUM SGL - EGRESS, EXIT ONLY, ALARMED *EMERGENCY EXIT FROM PUBLIC AREAS FRAME. COORDINATE 1 Continuous Hinge MCK-12HD - DOOR HEIGHT' CLR MC 1 Exit Device 7200 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer J7500 689 NO 1 Overhead Stop 6436 630 RX 1 Raindrip - Frame MCK346 C - OPENING WIDTH+4" MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH' MC FRAME TYPE 'C' 2 Door Sweep/Drip Edge MCK3452 CNB - DOOR WIDTH' MC A 1 Threshold 171 A - OPENING WIDTH SS/MS&ES25 PE NOTES: • PROVIDE US108 FINISH WHERE STOREFRONT FINISH IS DARK BRONZE. _ COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. • PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. Doors: EXTERIOR HM PAIR - EGRESS, STOREROOM *EXIT FROM PUBLIC AREAS 0 WIND STORM REGIONS 2 Continuous Hinge MCK-25HD CLR MC 1 Exit Device 7160 EO 630 YA 1 Exit Device 7160 AU627 630 YA 1 Cylinder Core 1210 626 YA 1 Rim Cylinder 1193 6 PIN TEMP CORE 626 YA 2 Closer CLP -7500 689 NO 2 Kickplate KP50 - 10" HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 2 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH' SS/MS&ES25 PE NOTE: • COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. HARDWARE SET J16.19.810 Doors: EXTERIOR HM SGL - EGRESS, EXIT ONLY, ALARMED *EMERGENCY EXT FROM PUBLIC AREAS 0 WIND STORM REGIONS 1 Continuous Hinge MCK-25HD CLR MC 1 Exit Device 7100 WS 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer CLP -7500 689 NO 1 Kickplate KP50 - 10' HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4' MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH' MC 1 Threshold 171 A - OPENING WIDTH' SS/MS&ES25 PE NOTE: • COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. j NOTE: SEE MANUFACTURER'S STANDARD DETAILS FOR TYPICAL HEAD AND JAMB CONDmONS HARDWARE SET 126.40.810 Doors: EXTERIOR HM SGL - ALWAYS LOCKED * UTILTIY/FIRE RISER ROOM 1 Threshold 171 A - OPENING WIDTH' SS/MS&ES25 PE ALUMINUM STOREFRONT PROVIDE (3) SMO( FRAME. COORDINATE NOTES: FRAME DIMENSIONS, aPROVIDE US10B FINISH WHERE STOREFRONT FINISH IS DARK BRONZE. AND ROUGH OPENING 0 COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. SIZE, WITH STOREFRONT • PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. MANUFACTURER. 1 Kickplate KP50 - 10' HB4E US32D MC TILT -UP CONCRETE Wi HARDWARE SET 1005.61.335 MCK346 C - OPENING WIDTH +4' MC 0Mi Doors: EXTERIOR ALUM PAIR - EGRESS, KEYED ENTRY MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC ARCHITECTURAL SECTIONS *MAIN ENTRANCE W/CONTINUOUS HINGE Z p U 1 Threshold z NOTE 2 Continuous Hinge MCK- t 12F.D - DOOR HEIGHT' CLR SIG Uj • 1 Exit Device 7220 6aJ YA MANUFACTURER ABBREVIATIONS STOREFRONT 1 Exit Device 7220 x 503F 630 YA McKNNEY MANUF. 1 Rim Cylinder lib"' 6 PIN TEMP CORE 626 YA YALE STANDARD 1 Cylinder Core 1210 '16 YA NORTON 00 2 Door Pull BF159 TYPE 12 FASTENING US32D RO ROCKWOOD I �V ffl MANUFACTURE 2 Closer J7500 689 NO RIXSON 2 Overhead Stop 6436 630 RX FRAME TYPE 'C' 2 Door Sweep/Drip Edge MCK3452 CNB - DOOR WIDTH' MC A 1 Threshold 171 A - OPENING WIDTH SS/MS&ES25 PE NOTES: • PROVIDE US108 FINISH WHERE STOREFRONT FINISH IS DARK BRONZE. _ COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. • PERIMETER/MEETING STILE SEALS BY FRAME/DOOR SUPPLIER. Doors: EXTERIOR HM PAIR - EGRESS, STOREROOM *EXIT FROM PUBLIC AREAS 0 WIND STORM REGIONS 2 Continuous Hinge MCK-25HD CLR MC 1 Exit Device 7160 EO 630 YA 1 Exit Device 7160 AU627 630 YA 1 Cylinder Core 1210 626 YA 1 Rim Cylinder 1193 6 PIN TEMP CORE 626 YA 2 Closer CLP -7500 689 NO 2 Kickplate KP50 - 10" HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4" MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 2 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH" MC 1 Threshold 171 A - OPENING WIDTH' SS/MS&ES25 PE NOTE: • COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. HARDWARE SET J16.19.810 Doors: EXTERIOR HM SGL - EGRESS, EXIT ONLY, ALARMED *EMERGENCY EXT FROM PUBLIC AREAS 0 WIND STORM REGIONS 1 Continuous Hinge MCK-25HD CLR MC 1 Exit Device 7100 WS 630 YA 1 Exit Alarm EAX-500 GRY DX 1 Cylinder Core 1210 626 YA 1 Mortise Cylinder 2196 CMK - LENGTH/CAM TO SUIT 626 YA 1 Closer CLP -7500 689 NO 1 Kickplate KP50 - 10' HB4E US32D MC 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4' MC 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH' MC 1 Threshold 171 A - OPENING WIDTH' SS/MS&ES25 PE NOTE: • COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. j NOTE: SEE MANUFACTURER'S STANDARD DETAILS FOR TYPICAL HEAD AND JAMB CONDmONS HARDWARE SET 126.40.810 Doors: EXTERIOR HM SGL - ALWAYS LOCKED * UTILTIY/FIRE RISER ROOM EXISTING 8" C.M.U. WALL NOTE: SEE A-6.1 FOR TYPICAL HEAD, JAMB, AND SILL DETAILS AT EXTERIOR H.M. DOORS TYP ALL EXTERIOR HOLLOW METAL SCHEDULED HOLLOW METAL DOOR AND FRAME, SHIM AS REQUIRED E.I.F.S. BEYOND DOORS. EXISTING C.M.U. WALL METAL WALL PANEL BEYOND WALL FURRING BEYOND. WINDOW FRAME I C.M.U. WALL BEYOND o EXST. 8" SCHEDULED THRESHOLD, SET IN ALIGNS WITH FINISH FACE OF WALL 6 TYP.,I C.M.U. WALL JOINT SEALANT BED. DO NOT WINDOW SCHEDULED ALUMINUM � 3 � " ANCHOR THRESHOLD IN WOOD FURRING. BY TENANT CONTRACTOR. I I + 0 5 , DOOR FRAME ATHLETIC FLOORING. COORDINATE FRAME WINDOW, DOOR, AND -- v WIDTH WITH TENANT CONTRACTOR. GLAZING �,00 SCHEDULED THRESHOLD, SET ALIGN END OF SLAB RECESS WITH FINISH U k TILE FLOOR OVER THICKSET MORTAR I I SLOPE TOPMFINV�ERIR FACE OF DOOR FRAME 1/2" BOND BREAK WITH BED OVER RECESSED SLAB, R. SLAB, EXPOSED TO THE WALL FURRING BEYOND, BY TENANT JOINT SEALANT TENANT CONTRACTOR. I o I I EXTERIOR, TO DRAIN. CONTRACTOR I RAISED CONCRETE PAD, Q + ' I I 1/2' BOND BREAK WffH 1 ° MIN., COORD. WITH I SLOPED TO DRAIN, ALIGN 1 o W = Q1 JOINT SEALANT ATHLETIC FLOORING MANUF. I WITH T.O. WOOD ATHLETIC \v�3U FINISH FLOOR 1 Continuous Hinge MCK-25HD CLR MC PROVIDE (3) SMO( 1 Storeroom Lock AUR 8805FL 1210-6 PIN TEMP 630 YA R �' 1 Cylinder Core 1 210 626 YA SHALL BE #5, 1 1 Closer CLP -7500 689 NO DOWTO 1 Kickplate KP50 - 10' HB4E US32D MC TILT -UP CONCRETE Wi 1 Raindrip - Frame MCK346 C - OPENING WIDTH +4' MC 0Mi 1 Head/Jamb Seal MCKS88 D - 1/WIDTH' + 2/HEIGHT' MC ARCHITECTURAL SECTIONS 1 Sweep/Drip - Door MCK3452 CNB - DOOR WIDTH' MC U 1 Threshold 171 A - OPENING WIDTH' SS/MS&ES25 PE NOTE N0 I 2' CLR. EX-ANSION SPAC • COORDINATE THRESHOLD REQUIREMENTS WITH SILL DETAILS. MANUFACTURER ABBREVIATIONS 54", DOOR FRAME MCK McKNNEY THRESHOLD YA YALE - NO NORTON 00 RO ROCKWOOD I �V ffl MANUFACTURE RX RIXSON 1 PEMKO 1 OX DETD( I U° EXISTING 8" C.M.U. WALL NOTE: SEE A-6.1 FOR TYPICAL HEAD, JAMB, AND SILL DETAILS AT EXTERIOR H.M. DOORS TYP ALL EXTERIOR HOLLOW METAL SCHEDULED HOLLOW METAL DOOR AND FRAME, SHIM AS REQUIRED E.I.F.S. BEYOND DOORS. EXISTING C.M.U. WALL METAL WALL PANEL BEYOND WALL FURRING BEYOND. WINDOW FRAME I C.M.U. WALL BEYOND o EXST. 8" SCHEDULED THRESHOLD, SET IN ALIGNS WITH FINISH FACE OF WALL 6 TYP.,I C.M.U. WALL JOINT SEALANT BED. DO NOT WINDOW SCHEDULED ALUMINUM � 3 � " ANCHOR THRESHOLD IN WOOD FURRING. BY TENANT CONTRACTOR. I I + 0 5 , DOOR FRAME ATHLETIC FLOORING. COORDINATE FRAME WINDOW, DOOR, AND -- v WIDTH WITH TENANT CONTRACTOR. GLAZING �,00 SCHEDULED THRESHOLD, SET ALIGN END OF SLAB RECESS WITH FINISH U k TILE FLOOR OVER THICKSET MORTAR I I SLOPE TOPMFINV�ERIR FACE OF DOOR FRAME 1/2" BOND BREAK WITH BED OVER RECESSED SLAB, R. SLAB, EXPOSED TO THE WALL FURRING BEYOND, BY TENANT JOINT SEALANT TENANT CONTRACTOR. I o I I EXTERIOR, TO DRAIN. CONTRACTOR I RAISED CONCRETE PAD, Q + ' I I 1/2' BOND BREAK WffH 1 ° MIN., COORD. WITH I SLOPED TO DRAIN, ALIGN 1 o W = Q1 JOINT SEALANT ATHLETIC FLOORING MANUF. I WITH T.O. WOOD ATHLETIC \v�3U FINISH FLOOR SITE CONCRETE SLOPED TO FLOOR. SLOPE TO DRAIN. III I I 0'-0" wLe) �O Z�� PROVIDE (3) SMO( Z mi GREASED DOWELS AT E R �' DOOR OPENING. DOW z a SHALL BE #5, 1 SHALL8'L AF/KC DOWTO DOWEL SLAB II o TILT -UP CONCRETE Wi z SEE STRUCTU 0Mi BY TENANT CONTRACTOR U ARCHITECTURAL SECTIONS SITE CONCRETE SLOPED TO FLOOR. SLOPE TO DRAIN. III I I I wLe) �O Z�� DRAIN RAISED WOOD ATHLETIC FLOORING, zai GREASED DOWCH 4 �■■■ 4 ■■� DOOR OPENIELS METAL WALL PANEL BEYOND _4 a a a j 71' TYP., SHALL8'L AF/KC DOWTO C.M.U. WALL BEYOND TILT -UP COLL,SEE SEE STRUCTURAL AND e b r "e 4 SCHEDULED HOLLOW METAL DOOR 1\ BY TENANT CONTRACTOR ARCHITECTURAL SECTIONS 3 u" AND FRAME, SHIM AS REQUIRE U VAPOR BARRIER, RETURN UNDER O N0 I 2' CLR. EX-ANSION SPAC , N 4 c N 54", DOOR FRAME Ln b THRESHOLD I WORD. MIN. BLEAR WI FINISH FACE OF TILT -UP CONCRETE - r t7 N a 00 3 FINISH FLOOR I �V ffl MANUFACTURE 4 a <� 0 1 L Nz SCHEDULED ESHOLD, SET IN I U° 8 WALT FURRING BEYOND JOINTS T BED CAST -IN-PLACE CONCRETE SLAB, ` « « SLAB, EXPOSED TO THE SEE STRUCTURAL b 1/ " OND BREAK WITH JOINT a PER PLAN4 a EXTERIOR, TO DRAIN. SEE STRUCTURAL DOWEL SLAB INTO TILT -UP 1/2" BOND BREAK WITH JOINT SEALANT .til „^ b a a n N 3 , 8 ° « z 1 CONCRETE WALL, SEE STRUCTURAL PROVIDE (3) SMOOTH, GREASED SITE CONCRETE, SLOPED TO DRAIN o O I �GJ� O'� CLIMATES, FROST SLAB MAY OCCUR. SEE SLAB PLAN AND STRUCTURAL p x« a DOWELS AT EACH DOOR OPENING. r Na ■ LL 1 c - DOWELS SHALL BE 05. 18'L REMAINDER OF INTERIOR -' CONCRETE SLAB BY -' CONCRETE SLAB BY SHELL CONTRACTOR. TENANT CONTRACTOR INSTALL AT DOOR AND WINDOW OPENINGS ONLY. INSIDE S2A - TYP. AT THICKS NOTE: SEE MANUFACTURER'S STANDARD DETAILS FOR TYPICAL HEAD AND JAMB CONDITIONS. WALL FURRING BEYOND. WINDOW FRAME ALIGNS WITH FINISH FACE OF WALL FURRING. BY TENANT CONTRACTOR. ZL F1NIRH Fl MR i .ry EXISTING 8" C.M.U. WALL II 6" TYP. WINDOW FRAME I I I I o l o I EXISTING BUILDING WALL/FOUNDATION CONSTRUCTION, V.I.F. a a r a 4 E.I.F.S. BEYOND wLe) �O Z�� Pmj #: PROVIDE TH, 4 a N a8 4 zai GREASED DOWCH 4 �■■■ 4 ■■� DOOR OPENIELS METAL WALL PANEL BEYOND _4 a a a j 71' TYP., SHALL8'L AF/KC DOWTO C.M.U. WALL BEYOND TILT -UP COLL,SEE SEE STRUCTURAL AND e b r "e 4 SCHEDULED HOLLOW METAL DOOR 0 Ak- b ' 4 r C.M.U. WALL BEYOND EXISTING BUILDING 1< x x i�� x WALL/FOUNDATION CONSTRUCTION INSIDE S _ V.I.F. EXISTING INTERIOR SLAB J CONCTRACTOR SHALL J I DOWEL SLAB INTO TILT -UP a r 4 3/4'0/4" CHAMFER AT EDGES OF PROVIDE NEW SLAB ANDEXISTING BUILDING CONCRETE WALL, SEE STRUCTURAL b« a °« a PANEL, TYP. SEE STRUCTURAL. TURN -DOWN AS V. WALL/FOUNDATION CONSTRUCTION, REQUIRED FOR NEW V.I.F. TILT -UP PANEL BEYONDa DOOR LOCATION N 4 � TILT -UP CONCRETE WALL, SEE STRUCTURAL INSIDE - OUTSIDE INSIDE S1A - TYP. AT THICKSET TILE FLOORS OUTSIDE DOOR DETAILS - TYP. EXTERIOR ALUMINUM ENTRANCE DOOR SILL DETAILS rxf<DOOR DETAILS - TYP. EXTERIOR H.M. DOOR SILL DETAILS A-8.1 J 3"=1'-0" E.I.F.S. BEYOND wLe) �O Z�� Pmj #: Issue Date: zai O c14 METAL WALL PANEL BEYOND A=80 I 71' TYP., M M AF/KC KC C.M.U. WALL BEYOND C •�(� SEE STRUCTURAL AND SCHEDULED HOLLOW METAL DOOR Q ARCHITECTURAL SECTIONS 3 u" AND FRAME, SHIM AS REQUIRE U SCHEDULED ALUMINUM O N0 C-010� WINDOW, DOOR, AND ALIGN END OF SLAB RECESS WITH 54", DOOR FRAME Ln CONCRETE WALL BEYON s GLAZING FINISH FACE OF TILT -UP CONCRETE 1 ", HOLD U 00 SCHEDULED THRESHOLD, SET WALLI lin - M CHAMFER BEYON 0 L Nz SCHEDULED ESHOLD, SET IN I U° 8 WALT FURRING BEYOND JOINTS T BED SLOPE TOP OF INTERIOR O SLAB, EXPOSED TO THE CAST -IN-PLACE CONCRETE SLAB, 1/ " OND BREAK WITH JOINT s EXTERIOR, TO DRAIN. SEE STRUCTURAL 1/2" BOND BREAK WITH JOINT SEALANT LE FLOOR OVER THICKSET MORTAR BED OVER RECESSED SLAB F_ O SITE CONCRETE, SLOPED TO DRAIN, BY OTHERS. NOTE: IN NORTHERN SITE CONCRETE, SLOPED TO DRAIN o O I �GJ� O'� CLIMATES, FROST SLAB MAY OCCUR. SEE SLAB PLAN AND STRUCTURAL p O Z DRAWINGS. LL L4f) 8 . 1. r, 4 y a r� r PROVIDE (3) SMOOTH, GREASED r b a z e " n DOWELS AT EACH DOOR OPENING. IQ ° o DOWELS SHALL BE #5, 18'L "MEmsw. t O 8' 4 8" N a .� .. r 4 �1 s « r N r a 1 a ° 1 EXISTING INTERIOR SLAB J CONCTRACTOR SHALL J I DOWEL SLAB INTO TILT -UP a r 4 3/4'0/4" CHAMFER AT EDGES OF PROVIDE NEW SLAB ANDEXISTING BUILDING CONCRETE WALL, SEE STRUCTURAL b« a °« a PANEL, TYP. SEE STRUCTURAL. TURN -DOWN AS V. WALL/FOUNDATION CONSTRUCTION, REQUIRED FOR NEW V.I.F. TILT -UP PANEL BEYONDa DOOR LOCATION N 4 � TILT -UP CONCRETE WALL, SEE STRUCTURAL INSIDE - OUTSIDE INSIDE S1A - TYP. AT THICKSET TILE FLOORS OUTSIDE DOOR DETAILS - TYP. EXTERIOR ALUMINUM ENTRANCE DOOR SILL DETAILS rxf<DOOR DETAILS - TYP. EXTERIOR H.M. DOOR SILL DETAILS A-8.1 J 3"=1'-0" LL LL J o�LL1z ; �Wj0,w9Sg ��wzaou�w mF 2 WOzC)tnz r.- L) O - FwoRwzaW0 =Wai=ateIL OQW'zL,0Ww- LU oar d'W �yWUw0C0 ZOC�j�v 00=wWaw�w UUg?�=m0H �U ~Q 0�0�� r` Co ti N wLe) �O Z�� Pmj #: Issue Date: zai O c14 Sheet No.: A=80 I 0 M M AF/KC KC to C •�(� rn 0 Q m 3 u" U D O N0 C-010� Ln s W U 00 L lin - M 0 L Nz w I U° 8 O t=I) L s v) F_ M LO W F_ o O r U Ero p O Z LL L4f) LL LL J o�LL1z ; �Wj0,w9Sg ��wzaou�w mF 2 WOzC)tnz r.- L) O - FwoRwzaW0 =Wai=ateIL OQW'zL,0Ww- LU oar d'W �yWUw0C0 ZOC�j�v 00=wWaw�w UUg?�=m0H �U ~Q 0�0�� r` Co ti N TYPES, AND DETAILS Pmj #: Issue Date: 170264 08-07-2017 Sheet No.: A=80 I Drawn By: Checked By: AF/KC KC ao 0 rn 0 O r_ 0 n to 0 I U° 8 t=I) L O Q' Z Sheet Name: DOOR SCHEDULE, TYPES, AND DETAILS Pmj #: Issue Date: 170264 08-07-2017 Sheet No.: A=80 I Drawn By: Checked By: AF/KC KC ABBREVIATIONS AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BL BLOCK LINTEL BM BEAM BLDG BUILDING BO BOTTOM OF BN BOUNDARY NAILING BRG BEARING BOD BOTTOM OF DECK BOF BOTTOM OF FOOTING BOM BOTTOM OF MASONRY BOS BOTTOM OF STEEL BOT BOTTOM CJ CONTROL JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE COND CONDENSER UNIT CONST CONSTRUCTION CONT CONTINUOUS CEN CONTINUOUS EDGE NAILING DIA DIAMETER DEN DISCONTINUOUS EDGE NAILING DBL DOUBLE EA EACH EF EXHAUST FAN EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL ETR EXISTING TO REMAIN EW EACH WAY FDN FOUNDATION FF FINISHED FLOOR FN FIELD NAILING FOA FACE OF ANGLE FS FAR SIDE FTG FOOTING FV FIELD VERIFY GA GAGE GC GENERAL CONTRACTOR GYP GYPSUM BOARD H HEIGHT HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SHAPE INFO INFORMATION ISO ISOLATION JBE JOIST BEARING ELEVATION JST JOIST JT JOINT KSI KIPS PER SQUARE INCH L LENGTH LB POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND OPP OPPOSITE OSL OUTSTANDING LEG PAF POWER ACTUATED FASTENER PC PRECAST PCF POUNDS PER CUBIC FOOT PL PLATE PLF POUNDS PER LINEAR FOOT PLUMB PLUMBING PMEJ PREMOLDED EXPANSION JOINT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH QTY QUANTITY REF REFER TO REINF REINFORCING REQD REQUIRED REV REVERSE RO ROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SP SPACES SPECS SPECIFICATIONS SQ SQUARE STRUC STRUCTURAL T&B TOP AND BOTTOM THK THICKNESS TO TOP OF TOC TOP OF CONCRETE TOF TOP OF FOOTING TOGS TOP OF GRADE BEAM TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WIDTH WP WORK POINT DESIGN DATA 1. BUILDING CODE A. BUILDING CODE 2014 FLORIDA BUILDING CODE 2. GRAVITY LOADS BAR SIZE A. DEAD LOADS LAP 3 - ROOF INSULATION AND METAL DECK 6 PSF 3'-9" - ROOF STEEL 5 PSF 8 - ROOF MECH, ELEC, PLUMBING, SPRINKLER, & 6 PSF 2'-8" MERCHANDISE 6'-1" 6 - ROOF MISC 3 PSF TOTALS 20 PSF B. LIVE LOADS OF THE FOLLOWING ANCHORS AS PROVIDED BY HILT], INC. CONTACT HILT] AT (800) 1. ROOF 20 PSF 3. LATERAL LOADS A. WIND LOADS 1. BASIC WIND SPEED (3 -SECOND GUST) I. ANCHORAGE TO CONCRETE - ULTIMATE WIND SPEED 144 MPH - SERVICE WIND SPEED 112 MPH 2. RISK CATEGORY III 4. 3. WIND EXPOSURE CATEGORY C 1. HILT] HIT -RE 500 -SD EPDXY ADHESIVE ANCHORING SYSTEM PER ICC ESR -2322 FOR 4. VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) 0.92 5• INTERNAL PRESSURE COEFFICIENT (GCpi) (+/-)0.18 6. WIDTH OF EDGE ZONE 9.6 FT B. DESIGN WIND PRESSURES (SERVICE) TRADITIONAL HOLE CLEANING PER MANUFACTURER. (LOADS ALREADY INCLUDE 0.6 LOAD COMBINATION FACTOR IN ASCE 7-10, SECTION 2.4.1) 3. HILT] HIT-HY 200 SAFE SET SYSTEM WITH HILI] HOLLOW DRILL BIT (TE -CD OR TE -YD) 1 • EXTERIOR WALLS (BASED ON 100 SQ FT) ALL STUDS AND ACCESSORIES SHALL BE AS MANUFACTURED BY CLARKDIETRICH - INTERIOR ZONE 25.7 PSF INDUSTRIES OR EQUAL. -CORNER ZONE 28.5 PSF - PARAPETS 58.8 PSF WITH RE 500 -SD AND HY 200 MAX ONLY), HILT] HAS -E CONTINUOUSLY THREADED ROD, 2• ROOF UPLIFT (GROSS) ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH - JOIST CORNER ZONE 32.5 PSF AMERICAN IRON AND STEEL INSTITUTE (A.I.S.I.) "SPECIFICATION FOR THE DESIGN OF COLD - JOIST EDGE ZONE 32.5 PSF - JOIST INTERIOR ZONE 27.4 PSF C. SEISMIC LOADS (SERVICE) 1. MAPPED SPECTRAL RESPONSE ACCELERATION (Ss) 7.9% ALL STUDS AND RUNNERS SHALL BE FORMED FROM CORROSION- RESISTANT STEEL, 2. MAPPED SPECTRAL RESPONSE ACCELERATION (S1) 4.0% 3• 5% DAMPED SPECTRAL RESPONSE COEFF. (SDS) 0.132 HIL11 KWIK BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER ICC 4. 1 -SEC PERIOD SPECTRAL RESPONSE COEFF. (SD1) 0.093 5• IMPORTANCE FACTOR (1) 1.25 PREFABRICATED PANELS SHALL BE SQUARE WITH COMPONENTS ATTACHED IN A MANNER 6. RISK CATEGORY III 7. SITE CLASS E HILTI HDA UNDERCUT ANCHORS PER ICC ESR 1546 8. SEISMIC DESIGN CATEGORY B 9. BASIC STRUCTURAL SYSTEM AND SEISMIC RESPONSE BEARING WALL WITH ORDINARY ALL FRAMING COMPONENTS SHAH BE CUT SQUARELY FOR ATTACHMENT TO SYSTEM REINFORCED MASONRY SHEAR WALLS 10. RESPONSE MODIFICATION FACTOR (R) 2 REBAR DOWELING INTO CONCRETE 11. OVERSTRENGTH FACTOR (Do) 2 12. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 13. DESIGN BASE SHEAR, V 0.082W (SERVICE) GENERAL 1. ROOF LIVE LOADS HAVE BEEN REDUCED BASED ON TRIBUTARY AREAS IN ACCORDANCE WITH CODE PROVISIONS. 2. DEAD LOADS HAVE BEEN CALCULATED TO INCLUDE THE ACTUAL WEIGHT OF ALL WORK SHOWN ON THE STRUCTURAL, MECHANICAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS. NO OTHER EQUIPMENT SHALL BE PLACED ON OR HUNG FROM THE ROOF SYSTEM WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. ROOF -MOUNTED HVAC UNITS SHALL BE PLACED WITHIN THE DESIGNATED AREAS SHOWN ON THE FRAMING PLANS. 3. CONTRACT DOCUMENTS: THE GENERAL CONTRACTOR SHALL OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD. 4. COMPLETE SHOP DRAWINGS FOR THE STRUCTURAL WORK SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION, IN ACCORDANCE WITH THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS PRIOR TO SUBMITTING. STRUCTURAL ENGINEER SHALL HAVE TEN FULL BUSINESS WORKING DAYS FOR REVIEWS. SUCH REVIEW BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR CORRECT FABRICATION AND CONSTRUCTION OF THE WORK. 5. ELECTRONIC FILES OR REPRODUC11ONS OF THESE CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 6. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR MODIFICATION TO THE STRUCTURE OR ANY PART OF THE STRUCTURE DETAILED ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR REVIEW. SHOP DRAWINGS THAT ARE SUBMITTED FOR REVIEW DO NOT CONSTITUTE "IN -WRITING" UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING SUGGESTED. 7. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS OF ALL ARCHITECTURAL DETAILS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL SECTIONS WITH THE ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMPLETION OF THE SHOP DRAWINGS. 8. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. 9. PRINCIPAL OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SLEEVES, CURBS, INSERTS AND OTHER OPENINGS NOT SHOWN. THE CONTRACTOR SHALL PROVIDE FOR ALL OPENINGS, WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT. SIZE AND LOCATION OF ALL OPENINGS SHALL BE VERIFIED BY THE CONTRACTOR. ANY DEVIATION FROM OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR APPROVAL PRIOR TO CONSTRUCTION. 10. THE STRUCTURAL DRAWINGS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS. 11. RESPONSIBILITY OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING CONSTRUCTION: ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED BRACING AND SHORING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE STABILITY -PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. 12. CONFLICTS IN STRUCTURAL REQUIREMENTS: WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN. 13. STABILITY AND BRACING OF CONCRETE TILT OR MASONRY WALLS DURING CONSTRUCTION: THE CONTRACTOR SHALL ADEQUATELY BRACE AND SHORE ALL CONCRETE TILT OR MASONRY WALLS AT ALL STAGES OF CONSTRUCTION TO RESIST ERECTION LOADS AND LATERAL LOADS THAT COULD POSSIBLY BE APPLIED PRIOR TO COMPLETION OF CONSTRUCTION. 14. CONTRACTOR SUBSTITUTIONS: MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT DIFFER FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL CONTRACT DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED: A. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH REQUEST. B. THE MATERIAL OR PRODUCT COMPLIES WITH THE SAME ASTM SPECIFICATIONS 15. SITE OBSERVATION BY THE STRUCTURAL ENGINEER: THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES AND SEQUENCE. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF JFIE, L.P. IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR PROCEEDS IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR. 16. CONSTRUCTION MATERIALS SHALL NOT BE STORED ON FLOORS OR ROOF IN EXCESS OF THE DESIGN LIVE LOADS WHICH ARE INDICATED ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENFORCE THIS REQUIREMENT. IMPACT SHALL BE AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS. 17. MAINTENANCE STATEMENT. PERIODIC MAINTENANCE IS REQUIRED TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL INCLUDE, BUT IS NOT LIMITED TO, SUCH ITEMS AS, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATING FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE. EARTHWORK AND FOUNDATIONS 1. THE FOUNDATION DESIGN IS BASED ON A SUBSURFACE EXPLORATION AND REPORT BY UNIVERSAL ENGINEERING SERVICES DATED JUNE 2, 2017 REPORT No. 1452972. 2. THE EARTHWORK AND FOUNDATION NOTES CONTAINED HERE ARE INTENDED TO PROVIDE A SUMMARY OF THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT. CONTRACTOR SHALL READ AND BE THOROUGHLY FAMILIAR WITH ALL RECOMMENDATIONS OF THE REPORT. OMISSIONS OR RESTATEMENTS DO NOT RELIEVE THE CONTRACTOR FROM FULL COMPLIANCE WITH THE REPORT. 3. FOUNDATIONS SHALL BE HELICAL PILES FOUNDED APPROXIMATELY 30 FEET BELOW TOP OF SLAB. ALLOWABLE AXIAL CAPACITY IS 30 KIPS TOTAL LOAD FOR EACH PILE. 4. STANDARD PROCEDURES OF FROST PROTECTION FOR FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST. 5. THE PILE LENGTH NOTED ON THE DRAWINGS IS FOR ESTIMATING PURPOSES ONLY. THE FINAL BEARING ELEVATION IS TO BE DETERMINED IN THE FIELD. SOIL TESTING LABORATORY SHALL BE EMPLOYED TO VERIFY BEARING STRATA AND DEPTH. 6. THE CONTRACTOR SHALL MAKE ACCURATE MEASUREMENTS OF THE DEPTH OF THE BEARING STRATA AND THE DISTANCE OF PENETRATION INTO THE BEARING STRATA. A PILE LOG SHALL BE SUBMITTED TO THE ENGINEER OF RECORD INDICATING DEPTH OF PILES AND THE DEPTH OF PENETRATION. 7. EXCAVATION FOR THE GRADE BEAMS AT THE EXTERIOR WALLS SHALL BE BACK FILLED PER THE GEOTECH REPORT. 8. EXISTING SUBGRADE UNDER SLAB AREAS SHALL BE REMOVED AND REPLACED PER THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS GIVEN IN THE REPORT. CAST IN PLACE REINFORCED CONCRETE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF A.C.I. 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2. MIXES SHALL BE DESIGNED TO PROVIDE CONCRETE WITH A 28 DAY COMPRESSIVE STRENGTH AS NOTED BELOW (NO CALCIUM CHLORIDE SHALL BE PERMITTED). (a) UNLESS NOTED OTHERWISE, ALL CONCRETE f c = 3,000 P.S.I. (b) CONCRETE SLAB -ON -GRADE f c = 4,000 P.S.I. 3. PORTLAND CEMENT SHALL BE A SINGLE BRAND CONFORMING TO ASTM C-150, E 1/11. 4. NORMAL WEIGHT (150 P.C.F. CONCRETE) AGGREGATES SHALL CONFORM TO ASTM C-33 AND SHALL BE FROM A SINGLE SOURCE FOR EXPOSED CONCRETE. ALL CONCRETE SHALL UTILIZE NORMAL WEIGHT AGGREGATE UNLESS NOTED OTHERWISE. 5. ALL ADDITIVES FOR AIR ENTRAINMENT, WATER REDUCTION, AND SET CONTROL SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS, PROJECT SPECIFICATIONS, AND WEATHER CONDITIONS. 6. THE MAXIMUM NOMINAL SIZES OF COURSE AGGREGATE BE AS FOLLOWS: PIERS/FOOTINGS......................................1 1/2" SLABS..........................................................3 3/4" ALL OTHER CONCRETE.....................................1" 7. CONCRETE SLUMPS SHALL BE FIVE (5) INCH TO SEVEN (7) INCH MAXIMUM. 8. ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED. AIR CONTENT SHALL BE 4 1/2% -/+ 1 1/2X INTERIOR SLABS SHALL NOT HAVE AIR -ENTRAINMENT. 9. MILD STEEL REINFORCING BARS SHALL CONFORM TO ASTM A-615. No. 3 BARS SHALL BE GRADE 40. No. 4 BARS AND LARGER SHALL BE GRADE 60. 10. WELDED STEEL WIRE FABRIC SHALL CONFORM TO ASTM A-185. ALL WELDED STEEL WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS, NOT IN ROLLS. 11. MILD STEEL REINFORCEMENT AND ACCESSORIES SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH ACI SP -66. 12. MILD STEEL REINFORCEMENT SHALL BE PLACED AND SECURED IN ACCORDANCE WITH CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS". 13. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS: GRADE BEAMS/FOOTINGS .........................1 1/2" TOP 2" SIDES 3" BOTTOM SLAB............................................................3/4" TOP & BOTTOM PIERS...............................................................3" ALL SURFACES 14. THE TESTING LABORATORY SHALL BE NOTIFIED AFTER THE MILD STEEL REINFORCEMENT AND EMBEDS ARE POSITIONED PRIOR TO EACH CONCRETE PLACEMENT. NO CONCRETE SHALL BE PLACED UNTIL THESE ITEMS ARE CHECKED AND APPROVED BY THE TESTING LABORATORY. 15. EACH AREA OF CONCRETE WORK SHALL BE FINISHED AND CURED IN ACCORDANCE WITH THE SPECIFICATIONS. CHAMFERS SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. 16. CURING OF CONCRETE WORK: ALL CONCRETE WORK FORMED AND UNFORMED SHALL BE WET CURED FOR A MINIMUM PERIOD OF SEVEN DAYS. 17. WATERSTOPS SHALL BE 4" P.V.C. DUMBBELL OR CENTER -BULB E CONFORMING TO CORPS OF ENGINEERS C.R.D.-C-572. WATERSTOPS SHALL BE EMPLOYED AT ALL JOINTS BELOW FINISHED GRADE EXCEPT FOR INTERIOR JOINTS IN SLABS -ON -GRADE. WATERSTOPS SHALL BE PROPERLY INSTALLED TO PREVENT COLLAPSE DURING CONCRETE PLACEMENT. 18. REINFORCING BARS No. 11 AND SMALLER SHALL BE CONTACT LAP SPLICED AS INDICATED IN BAR LAP SCHEDULE, UNLESS SHOWN OTHERWISE. WELDED WIRE FABRIC SHALL BE SPLICED BY LAPPING ONE FULL MESH AND LACING THE SPLICES WITH WIRE. ALL SPLICES SHALL BE STAGGERED. LAP SPLICE SCHEDULE BAR SIZE LAP BAR SIZE LAP 3 1'-10" 7 3'-9" 4 2'-3" 8 4'-9" 5 2'-8" 9 6'-1" 6 1 3'-2" 19. PROVIDE 90' STANDARD HOOKS WHERE SHOWN IN DETAILS MINIMUM LENGTH SHALL BE 12db, WHERE db IS DIAMETER OF BAR. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE NEW STEEL AND SHALL CONFORM TO THE AISC SPECIFICATION FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL ON BUILDINGS. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: STRUCTURAL STEEL YIELD ASTM SPECIFICATION A. WIDE FLANGE STEEL SHAPES: 50 KSI A 992 B. HOLLOW STRUCTURAL SHAPES: 50 KSI A 1085 C. ROUND HOLLOW STRUCTURAL SHAPES: 50 KSI A 1085 D. STRUCTURAL STEEL PIPE: 35 KSI A 53, E E, GRADE B E. BARS, PLATES, CHANNELS, ANGLES: 36 KSI A 36, UNO F. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020, INCLUSIVE) 3. UNFINISHED THREADED FASTENERS (ANCHOR BOLTS) SHALL CONFORM TO ASTM F-1554, GRADE 36 BOLTS AND NUTS 1MTH HEXAGONAL HEADS. UNFINISHED THREADED FASTENERS SHALL BE USED ONLY FOR BOLTED CONNECTIONS FOR TEMPORARY BRACING TO FACILITATE ERECTION, AND FOR ANCHORAGE TO CONCRETE OR MASONRY CONSTRUCTION. 4. COLUMNS SHALL BE PLUMBED USING LEVELING NUTS OR LEVELING PLATES AT THE CONTRACTOR'S OPTION. PROVIDE 1 1/2 INCH NON -SHRINK GROUT UNDER BASE PLATE AFTER ERECTION EXCEPT USE 2 1/2 INCH NON -SHRINK GROUT WHEN COLUMN ANCHOR BOLTS ARE 1 1/4 INCH DIAMETER OR LARGER. 5. ALL STRUCTURAL STEEL CONNECTIONS AND DETAILS SHALL CONFORM TO THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 6. BOLTED CONNECTIONS: A. BOLTED CONNECTIONS OF PRIMARY MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATION FOR STRUCTURAL JOINTS. CONNECTIONS WITH HIGH STRENGTH BOLTS SHALL USE ASTM A -325-N BOLTS AND HEAVY HEX NUTS. AND SHALL BE TIGHTENED SNUG TIGHT. B. TENSION CONTROL BOLTS (WITH SPUNED END EXTENDING BEYOND THE THREADED PORTION OF THE BOLT) MAY BE USED. 7. WELDED CONNECTIONS: A. WELDED CONSTRUCTION SHALL CONFORM TO A.W.S. D-1.1, STRUCTURAL WELDING CODE." WELDING PROCESSES AND OPERATORS SHALL BE QUALIFIED IN ACCORDANCE WITH A.W.S. "STANDARD QUALIFICATIONS PROCEDURE." ELECTRODED FOR FIELD AND SHOP WELDS SHALL BE 70 KSI LOW HYDROGEN, UNLESS NOTED OTHERWISE. B. ALL BUTT WELDS SHALL HAVE 1/8" BACKUP PLATES. C. UNLESS NOTED OTHERWISE MINIMUM WELD SIZE SHALL BE 3/16" FILLET WELD D. ALL WELDS VISUALLY EXPOSED SHALL BE CONTINUOUS, UNIFORM AND GROUND SMOOTH. 8. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. 9. UNLESS NOTED OTHERWISE ALL STEEL SHAPES, PLATES, PIPE, TUBING, AND TRUSSES SHALL BE COATED IN THE SHOP 0 IN ACCORDANCE WITH THE SPECIFICATIONS AND S.S.P.C. SPECIFICATIONS. ALL BOLTED CONNECTIONS AND FIELD WELDS SHALL BE PAINTED AFTER ERECTION. ANY DAMAGE TO SHOP COATING SHALL BE TOUCHED UP AFTER ERECTION. DO NOT PAINT STEEL EMBEDDED IN CONCRETE OR TOP FLANGE OF COMPOSITE BEAMS 10. EXPANSION ANCHORS SHALL BE "KWIK BOLT 3" AS MANUFACTURED BY HILTI, OR APPROVED SUBSTITUTION. 11. STEEL DETAILER/SUPPLIER/FABRICATOR SHALL COMPARE STRUCTURAL FRAMING PLAN AND SECTIONS WITH THE ARCHITECTURAL SEC11ONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMPLETION OF THE SHOP DRAWINGS. 12. STEEL FRAMEWORK IS NOT DESIGNED TO BE LATERALLY STABLE UNTIL ROOF DECKS ARE INSTALLED. TEMPORARY BRACING MUST BE PROVIDED FOR ALL CONSTRUCTION LOADS AND MAINTAINED IN PLACE UNTIL COMPLETION OF THE STRUCTURE. 13. ALL EXTERIOR STEEL LINTELS SUPPORTING BRICK VENEER SHALL BE GALVANIZED. 14. PROVIDE 1 TON OF FABRICATED STEEL (INCLUDING ERECTION) IN FORM OF SHAPES, ANGLES, PLATES ETC. AS DIRECTED BY ARCHITECT OR STRUCTURAL ENGINEER OF RECORD. OPEN WEB STEEL JOISTS AND JOIST GIRDERS: 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. DESIGN, FABRICATION AND ERECTION OF ALL OPEN WEB STEEL JOISTS, AND BRIDGING SHALL CONFORM TO THE STANDARDS OF THE STEEL JOIST INSTITUTE, AND THE CONTRACT SHALL SO CERTIFY IN WRITING. 2. STEEL JOISTS SH CONFORM ALL C N ORM TO THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K SERIES AND LH SERIES. 3. ALL ROOF JOISTS SHALL BE PITCHED AND/OR SET ON A SLOPE TO ACHIEVE THE END AND CENTER SPAN ELEVATIONS SHOWN IN THE FRAMING PLANS. 4. ALL JOISTS SHALL BE CAMBERED IN ACCORDANCE WITH THE STANDARDS OF THE STEEL JOIST INSTITUTE. 5. ALL WELDED JOIST CONNECTIONS SHALL CONFORM TO A.W.S. A5.1 FOR SERIES E70 ELECTRODES PER STEEL JOIST INSTITUTE SPECIFICATIONS. 6. ALL JOISTS SHALL BE WELDED OR BOLTED AT THE ENDS, UNLESS SHOWN OTHERWISE. JOIST LOCATED AT COLUMN SHALL BE BOLTED AT THE ENDS. ALL BRIDGING SHALL BE WELDED OR BOLTED AT THE ENDS. RIGID X -BRIDGING (SHOWN ON PLAN AS REQUIRED) SHALL BE BOLTED AT THE INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS. DIAGONAL BRIDGING SHALL BE PROVIDED BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZONTAL BRIDGING IS DISCONTINUOUS. 7. MECHANICAL DUCTS, ELECTRICAL EQUIPMENT, CONDUIT, LIGHTING FIXTURES, AND PIPING SHALL NOT BE SUPPORTED FROM TRUSS BRIDGINGS. HANGERS SUPPORTING MECHANICAL EQUIPMENT FROM JOIST CHORDS SHALL BE LOCATED WITHIN 3 INCHES OF JOIST PANEL POINTS OR JOIST SHALL BE REINFORCED PER JOIST REINFORCING DETAIL HANGER LOADS GREATER THAN 100 POUNDS SHALL NOT BE ATTACHED TO THE EDGE OF CHORD ANGLES AND SHALL BE CENTERED ON JOIST CHORD. 8. JOISTS AND JOIST GIRDERS SHALL RESIST THE NET UPLIFT PRESSURE ON ROOF SHOWN IN THE DESIGN LOADS. 9. EXTEND THE BOTTOM CHORD OF ALL FLOOR AND ROOF JOISTS CENTERED ON THE COLUMNS. DO NOT WELD TO STABILIZER PLATES. 10. JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING REQUIREMENTS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STANDARD SPECIFICATIONS FOR OPEN WEB JOIST. USE HORIZONTAL BRIDGING ON SHORT SPAN JOISTS. 11. DEPTH OF JOIST SEATS SHALL BE 2 Xz" FOR K SERIES JOISTS UNLESS SHOWN OTHERWISE ON THE DRAWINGS. DEPTH OF LH SERIES JOIST SEATS SHALL BE 5". DEPTH OF SEATS FOR JOIST GIRDERS SHALL BE 7 1¢". 12. ALL MECHANICAL EQUIPMENT TO BE SUPPORTED BY THE JOISTS SHALL BE APPROVED BY THE ENGINEER UNLESS THE EQUIPMENT IS SHOWN ON THE STRUCTURAL DRAWINGS. 13. ALL SCARRED, MARRED, OR OTHERWISE DAMAGED PAINT SHALL BE TOUCHED UP AFTER COMPLETION OF CONSTRUCTION. 14. JOIST BRIDGING SHALL BE ERECTED PRIOR TO THE ERECTION OF THE DECKING ON THE JOIST SYSTEM. 15. ANY CONCENTRATED LOAD THAT EXCEEDS 50 LBS AND IS SUSPENDED FROM JOISTS SHALL BE SUSPENDED FROM JOIST PANEL POINTS ALONG THE TOP CHORD. PROVIDE ADDITIONAL FRAMING AS REQUIRED TO TRANSFER LOADS TO THOSE POINTS. 16. IF NOT SHOWN ON THE DRAWINGS, SUPPORT THE METAL DECK AROUND COLUMN CLOSURE. THE CONTRACTOR SHALL PROVIDE SCREED PLATES AROUND OPENINGS AND THE EDGE OF SLAB. 17. ALL BOLTS OR ALL FIELD WELDING AT COLUMN LINES MUST BE COMPLETED BEFORE RELEASING THE HOISTING CABLES. 18. LOCATE ROOF TOP MECHANICAL UNITS AS INDICATED ON PLANS. WHERE MECHANICAL ZONES ARE CALLED OUT, THE ROOF TOP UNITS SHALL NOT BE PLACED OUTSIDE THE MECHANICAL ZONES SHOWN ON THE PLANS. ALL ROOF TOP UNITS SHALL BE LOCATED TO EQUALLY DISTRIBUTE THE WEIGHT OF THE UNIT BETWEEN A MINIMUM OF TWO JOISTS AND SHALL BE LOCATED AS CLOSE TO A COLUMN AS PRACTICAL. ROOF DECK: POST -INSTALLED ANCHORS 1. ROOF DECK SHALL BE PAINTED "B" (WIDE RIB) THREE SPAN MIN (UNO ON FRAMING PLAN) 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. 08-07-2017 AS SHOWN ON ROOF FRAMING PLAN. THE STEEL ROOF DECK IS REQUIRED TO ACT AS A Soso CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING Checked By: DIAPHRAGM. REFER TO THE ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR POST -INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. ATTACHMENT PATTERN OPTIONS. A. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST -INSTALLED ANCHORS SHALL CONSIST 2. WHERE SINGLE SPAN CONDITION EXISTS, PROVIDE 18 GAGE DECK TO MATCH PROFILE OF OF THE FOLLOWING ANCHORS AS PROVIDED BY HILT], INC. CONTACT HILT] AT (800) DECK SPECIFIED. MAKE DIAPHRAGM CONNECTIONS AFTER PLACEMENT OF BOTH LAYERS OF 879-8000 FOR PRODUCT RELATED QUESTIONS. ROOF DECK. I. ANCHORAGE TO CONCRETE 3. WHEN THE ROOF DECK IS WELDED, WELDING RODS SHALL BE E 6022. A. ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: 4. ALL DECK IS TO BE FABRICATED TO RUN CONTINUOUSLY OVER ALL OPENINGS. DO NOT 1. HILT] HIT -RE 500 -SD EPDXY ADHESIVE ANCHORING SYSTEM PER ICC ESR -2322 FOR CUT OPENING IN DECK PRIOR TO PLACING OF EQUIPMENT. SLOW CURE APPLICATIONS 2. HILT] HIT-HY 200 SAFE SET SYSTEM WITH THE HILT] NIT -Z ROD PER ICC ESR -3187 OR LIGHT GAGE METAL FRAMING TRADITIONAL HOLE CLEANING PER MANUFACTURER. 3. HILT] HIT-HY 200 SAFE SET SYSTEM WITH HILI] HOLLOW DRILL BIT (TE -CD OR TE -YD) 1. ALL STUDS AND ACCESSORIES SHALL BE AS MANUFACTURED BY CLARKDIETRICH WITH HAS -E THREADED ROD PER ICC ESR -3187. INDUSTRIES OR EQUAL. 4. STEEL ANCHOR ELEMENT SHALL BE HILTI HIS -N INTERNALLY THREADED INSERTS (USED WITH RE 500 -SD AND HY 200 MAX ONLY), HILT] HAS -E CONTINUOUSLY THREADED ROD, 2. ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH OR CONTINUOUSLY DEFORMED STEEL REBAR. AMERICAN IRON AND STEEL INSTITUTE (A.I.S.I.) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. B. MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: HIL11 KWIK HUS EZ AND KWIK HUS EZ -1 SCREW ANCHORS PER ICC ESR -3027 3. ALL STUDS AND RUNNERS SHALL BE FORMED FROM CORROSION- RESISTANT STEEL, HILI] KWIK BOLT -TZ EXPANSION ANCHORS PER ICC ESR -1917 CORRESPONDING TO THE REQUIREMENTS OF ASTM A446, WITH A MINIMUM YIELD STRENGTH HIL11 KWIK BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER ICC OF 33 KSI FOR 43 MIL AND LIGHTER, 50 KSI 54 MIL OR HEAVIER. ESR -1385 4. PREFABRICATED PANELS SHALL BE SQUARE WITH COMPONENTS ATTACHED IN A MANNER C. HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: AS TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING. HILTI HDA UNDERCUT ANCHORS PER ICC ESR 1546 HILTI HSL -3 EXPANSION ANCHORS PER ICC ESR 1545 5. ALL FRAMING COMPONENTS SHAH BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR ANGULAR FIT AGAINST ABUTTING II. REBAR DOWELING INTO CONCRETE MEMBERS. A. ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: 6. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING SCREWS, POWDER ACTIVATED 1. HIL11 HIT-HY 200 SAFE SET SYSTEM WITH HILT] HOLLOW DRILL BIT (TE -CD OR TE -YD) FASTENERS, OR WELDING. CONNECTIONS SHALL BE OF SUFFICIENT SIZE TO INSURE THE WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR -3187. OR USE TRADITIONAL HOLE STRENGTH OF THE CONNECTION. WIRING OF COMPONENTS SHALL NOT BE PERMITTED. ALL CLEANING PER MANUFACTURER. WELDS SHALL BE TOUCHED WITH A ZINC -RICH PAINT. 111. ANCHORAGE TO SOLID GROUTED MASONRY 7. RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN IN THE DRAWINGS. A. ADHESIVE ANCHORS USE: 1. HILTI HIT-HY200 MAX ADHESIVE ANCHORING SYSTEM PER ICC ESR -3187 8. ABUTTING LENGTHS OF RUNNER SHALL EACH BE SECURELY ANCHORED TO A COMMON 2. HILT] HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR -2682. STRUCTURAL ELEMENT, BUTT -WELDED, OR SPLICED. 3. STEEL ANCHOR ELEMENT SHALL BE HILTI HAS -E CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR 9. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER RUNNERS. WALL STUDS SHALL BE ATTACHED TO STRUCTURAL STEEL B. MECHANICAL ANCHORS USE: PER ARCHITECTURAL/STRUCTURAL DETAILS. HILT] KWIK BOLT -3 EXPANSION ANCHORS PER ICC ESR 1385 10. JACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILLS, ABOVE WINDOW AND C. ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY DOOR HEADS, AND ELSEWHERE TO FURNISH SUPPORTS, AND SHALL BE SECURELY ATTACHED TO CONNECTING MEMBERS. D. ADHESIVE ANCHORS USE: 1. HIL11 HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR -2682 11. RESISTANCES TO MINOR AXIS BENDING AND ROTATION SHALL BE PROVIDED BY GYPSUM 2. STEEL ANCHOR ELEMENT SHALL BE HILTI HAS -E CONTINUOUSLY THREADED ROD OR BOARD AND GYPSUM SHEATHING OR BY HORIZONTAL STRAP OR COLD -ROLLED CHANNEL CONTINUOUSLY DEFORMED STEEL REBAR BRACE PROVIDED. 3. THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE MANUFACTURER'S 12. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. RECOMMENDATION 13. WHERE DETAILED CONNECTIONS OCCUR AT BRIDGING HOLES, INSTALL 16 GA X 1'-0" TRACK 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF OVER STUD WITH (4) #10 SELF DRILLING SCREWS EACH LEG. CENTER TRACK ON RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN CONNECTION. WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF 14. MINIMUM WELD BETWEEN COMPONENTS SHALL BE 1/16" FILLET WELD 3" LONG. (SEE ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE MANUFACTURER'S DATA FOR RECOMMENDED WELDING APPARATUS) WIRE TYING OF STUDS EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT SHALL NOT BE PERMITTED. BUILDING CODE FOR SEISMIC M C USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR 15. NON -LOAD BEARING EXTERIOR METAL WALL STUDS SHALL BE DESIGNED BY CONTRACTOR. EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE. 16. ANY METAL STUD COMPONENT THAT IS NOT SPECIFIED ON THE STRUCTURAL DRAWINGS WITH A STANDARD SSMA DESIGNATION SHALL BE DESIGNED BY OTHERS. 3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THE METAL STUD DESIGN AND CONSTRUCTION DOCUMENTS. 4. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILT] PROFI SYSTEM. 18. THE METAL STUD DESIGNER SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS FOR THE 5. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO ARCHITECT TO REVIEW. ALL CALCULA11ONS AND DRAWINGS SHALL BE SEALED BY A PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. LICENSED ENGINEER REGISTERED IN THE APPLICABLE STATE. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE 19. THE METAL STUD DESIGN SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING COMMENCEMENT OF INSTALLING ANCHORS. DESIGN ELEMENTS: 6. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND (a) WALL STUDS INCLUDING JAMB LOCATIONS PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. (b) HEADERS DESIGNED FOR GRAVITY AND LATERAL LOADING 7. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC (c) TOP AND BOTTOM TRACKS INCLUDING ATTACHMENTS AND SLIP TRACKS ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE (d) ALL CONNECTIONS SHALL SPECIFY SIZE OF FASTENERS AND AMOUNT REQUIRED TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS, BY HILT] FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS. (e) ANY BRACING OF METAL STUDS REQUIRED THAT IS NOT INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUPPLIED BY CONTRACTOR MASONRY 1. CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C 90. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'm) SHALL BE 1500 PSI AND SHALL MEET LATEST REQUIREMENTS OF ACI 530 AND 530.1. 2. MORTAR SHALL MEET THE PROPORTION SPECIFICATIONS OF ASTM C 270 E 'S' MORTAR. MASONRY CEMENT SHALL NOT BE USED FOR MORTAR. NO CALCIUM CHLORIDE OR FLY ASH SHALL BE PERMITTED IN MORTAR MIX. 3. GROUT SHALL MEET ASTM SPECIFICATION C 476, HAVE A 3/8" MAXIMUM AGGREGATE SIZE, AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 4. GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD. 5. HORIZONTAL JOINT REINFORCEMENT SHALL BE 9 GAGE LADDER. JOINT REINFORCEMENT SHALL BE SPACED AT 8" O.C. BELOW FINISHED FLOOR AND IN PARAPETS, AND 16" O.C. ABOVE FINISHED FLOOR. 6. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 7. CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND HAVE ALL CELLS FULLY GROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND SHALL BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO 8. INSTALL TEMPORARY BRACING AT ALL CMU WALLS. DO NOT REMOVE TEMPORARY BRACING UNTIL WALL IS PERMANENTLY BRACED BY CONNECTION TO THE ROOF STRUCTURE. 9. REFER TO CMU WALL REINFORCING DIAGRAM AND CMU WALL VERTICAL REINFORCING SCHEDULE FOR PRIMARY WALL REINFORCEMENT. 10. REFER TO CMU WALL REINFORCING DIAGRAM, TYPICAL MASONRY WALL OPENING DIAGRAM AND SCHEDULE, AND SPECIAL WALL SECTION SCHEDULE AND DETAILS FOR ADDITIONAL REINFORCING AT OPENINGS, CONTROL JOINTS, CORNERS AND ENDS OF WALL PANELS. 11. REFER TO CMU WALL DETAILS, FOUNDATION DETAILS, AND FRAMING DETAILS FOR ADDITIONAL BOND BEAM LOCATIONS AND EMBEDDED ITEMS. 12. PROVIDE HORIZONTAL REINFORCEMENT AS INDICATED IN THE CMU WALL REINFORCING DIAGRAM. USE OPEN KNOCK OUT BOND BEAM BLOCK. DO NOT USE TROUGH E BLOCKS FOR BOND BEAMS. DO NOT CONTINUE BOND BEAM REINFORCING THROUGH CONTROL JOINTS, UNO 13. MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REF. SPECIFICATIONS FOR REQUIREMENTS. 1 CONTRACTOR SUBMITTALS 1. OWNER TO EMPLOY A THIRD PARTY INSPECTION AGENCY FOR INSPECTIONS PER THE PROJECT SPECIFICATIONS AND REQUIREMENTS OF THE 2014 FBC. 2. CONTRACTOR TO SUBMIT INSPECTION AGENCY CERTIFICATIONS TO ENGINEER OF RECORD OFFICE WITHIN THREE (3) DAYS OF INSPECTIONS FOR THE FOLLOWING. A. FILL PLACEMENT B. PILE BEARING & PLACEMENT C. SLAB AND GRADE BEAM BEARING & PLACEMENT D. STEEL WELDING E. CMU WALL GROUTING (REINFORCEMENT) AND CONCRETE PLACEMENT F. STRUCTURAL STEEL ERECTION G. WOOD TRUSS CONNECTIONS 3. PRIOR TO ISSUANCE OF OCCUPANCY PERMIT, THIRD PARTY INSPECTION AGENCY SHALL SUBMIT A SUMMARY APPROVAL LETTER CERTIFYING ALL WORK DONE DURING THEIR INSPECTIONS IS IN COMPLIANCE WITH APPROVED CONTRACT DOCUMENTS AND MEETS REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. 4. PROVIDE ARCHITECT/ENGINEER REVIEWED STRUCTURAL STEEL SHOP DRAWINGS AND PRE-ENGINEERED TRUSS DRAWINGS FOR APPROVAL PRIOR TO ERECTION. DEFERRED SUBMITTALS 1. OPEN WEB STEEL JOISTS/JOIST GIRDERS 2. METAL DECKING 3. LIGHT GAGE FRAMING CONTRACTOR SHALL SUBMIT TEMPORARY SHORING AND REPLACEMENT PLANS AND DETAILS AT ALL NEW ROOF FRAMING AND WINDOW OPENINGS TO THE AUTHORITY HAVING JURISDICTION (AHJ) FOR REVIEW. PLANS MUST BE SIGNED/SEALED BY A FLORIDA LICENSED STRUCTURAL ENGINEER. DO NOT PROCEED WITH WORK UNTIL THE AHJ HAS APPROVED PLANS. s V W to D W 0 W WLn\0 Z0� Q O N 7 M M .' ao-.t 00 U `. 3:'j. W 0 I- r. = Q Ln r.,., 2-0 M LL J 0 0 LU Z a`nzaa09d mi-=w0z10U)z �w =)a-C,W ��wza�0 N = w o1� = a � a = �o>ZZV�ZC� X:<LUQ�OwFx j R (LwXW�0°�0 ��Z �R>>=20I- �U) 0�o r� O CN Q This item has been electronically signed and sealed by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. r - N `O Go Cl N 511- 8 8 O a`> o0 - 0 L LL c rn .o 3 co m0 Z3 x d (i 0 r_ 0 .Q U 4) 0 15 Sheet Name: STRUCTURAL GENERAL NOTES Pmj #: Issue Date: 170264 08-07-2017 Sheet No.: Soso Drawn By: Checked By: LL - LO U- I U- 00 0 I M x I 0 0 I DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL ASPECTS OF BUILDING IN DEMOLITION AREAS AND DETERMINE EXTENTS OF SHORING AND BRACING REQUIRED SUCH THAT EXISTING BUILDING ELEMENTS TO REMAIN ARE NOT DAMAGED DURING DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH ARCHITECTURAL PLANS AND NOTIFY ENGINEER OF RECORD IF THERE ARE ANY DISCREPANCIES. 7 3. EXISTING CONDITIONS AS SHOWN ON THESE 4" (F.V.) 31'-8" (F.V.) 18'-1�" (F.V.) 13'-10j" (F.V.) 5'-41" 23'-0" (F.V.) 23'-5" (F.V.) 29'-8" (F.V.) 13'-4" (F.V.) 15'-41" (F.V.) 12'-42" (F.V.) 13'-1" (F.V.) 28'-11" (F.V.) 6'-5" 6'-11" 32'-9" (F.V.) z PLANS ARE FROM LIMITED FIELD OBSERVATIONS, Sheet No.: SD160 _ M INCLUDING DIMENSIONS, AND NOTED ELEVATIONS. (F.V.) (F.V.) (F.V.) CONTRACTOR SHALL FIELD VERIFY ALL 3 u_ U 11 - Ch o �~ DIMENSIONS, ELEVATIONS, AND SIZES PRIOR TO a0.. CU 0 U 1 w ao L Ir M ORDERING OF MATERIALS ORDERING OF CMU, � L DEMO CMU AND SLAB N STEEEL, WOOD, OR CONCRETE BY CONTRACTOR DEMO ISLAB AS REQ'D AS REQ'D FOR NEW c O O " " L IMPLIES ACCEPTANCE OF DIMENSIONS. s FOR NEW COLUMN OPENINGS TO 8" BELOW D { F M DEMO CMU AS REQ'D o o a `o U p FF ELEV � � ' � J--- � � � FOR NEW OPENINGS TO 4. EXCEPT FOR SLAB CONTRACTOR SHALL PATVE-OUT AREA, CH AND REPAIR ALL O LL -a rn c V) 8" BELOW FF ELEV (D M 0 CO 3 0 -- - -------------- CONCRETE SLAB REMOVAL TO MATCH EXISTING --------------- ----------------- ------------------- ------ ---- --- -- ---- -- --- ----- ------ ---- - ------ - H FINISH FLOOR ELEVATION. SEE 2/S2.1 SIM. - - - O Z ----------+-------- ------ -------------+------ -- ---- --- ------------------ -------------+- - - - - - - - - - - - - - - 5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL 1 DEMO SLAB REQ'D DEM9 SLAB AS REQ'D I - RAISED AND RECESSED SLABS, FIELD VERIFY I DEMO COLUMNS AND FOOTINGS -DEMO SLAB FOR NEW C LUMN FOR NEW COLUMN I I T l ALL CONDITIONS IN FIELD. PATCH AND REPARI TO MATCH EXISTING FINISH FLOOR ELEVATIONS. I 1 ONLY AS REQUIRED. SEE 2/S2.1 SIM. 1 DEMO MEZZANINE ABOVE 1 I DEMO COLUMN AND IN ITS ENTIRETY l FOOTING - DEMO SLAB I DEMO ALL SLABS AS SHOWN - REF ARCH AND ONLY AS REQUIRED.' FIELD VERIFY EXACT SLAB I I CUT LOCATIONS I i I i i T - - - - - - - - I I I— - -- - - - - - - - - - - - - - - - - - - I I - -�- - - - -1 -- I I L DEMO MEZZANINE BEAM L/ 7 / L- I _j I CONNECTIONS FROM COLUMN TO REMAIN. ; I I DO NOT DEMO OR DEMO SLAB FOR NEW ; I' DAMAGE COLUMN COLUMN AND FOUNDATION ' MO SLAB FOR NEW DEMO SLAB FOR NEW , COLUMN AND FOUNDATION COLUMN AND FOUNDATION i II ; II — — — — — — — — — — — — — —— �I II 220 - DEMO COLUMNS AND FOOTINGS - DEMO SLAB _ _ 1 ONLY AS REQUIRED. I I Fr I i I I I I F- -1 - I I j --i - - - - - - - - - - --- - - i - - - - - - - - - - - - - - I I - -f- - - - i - I - - - - - -� - - - - -- � I L_—J , i II I I EXISTING SLAB TO REMAIN NOT IN SCOPE I II - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - t — - — - — - — - — - — - -- — - — - — - — - — - - i ! ( DEMO CMU AS REQ'D I I FOR NEW OPENINGS TO ! I I 8" BELOW FF ELEV I -------------------JI i -----------------11 II I IDEMO EXISTING COLUMN I I I AND FOOTING ENTIRELY I I I I I I I I II I L_—� I I L - - SAWCUT BEYOND 5'-0" I 1 OF OFFSET FTG. I I i l f I I I I I I I FUTURE TENANT LA FITNESS TENANT I I NO WORK THIS AREA 1 AREA OF WORK UNLESS INDICATED OTHERWISE ! I I 1 I DEMO ALL SLABS AS SHOWN - REF ARCH AND EXIST FF ELEV = 100'-0" FIELD VERIFY EXACT SLAB CUT LOCATIONS I I I 777777777// I I I I I v I 1 1 I o I l DEMO PORTION ( � I 1 OF FOOTING ,-01 I I I AS SHOWN 59 - TO -TO RI - - - - - - - - - - - - - - - I - - - -{ - - - - - ,�- —{ - - - - - + --� - ----I- - - - - - - - - - - -F - + - - - - I I I DEMO SLAB AS REQUIRED I L - - L - - L DEMO SLAB AS REQUIRED L - FOR INSTALLATION OF NEW FOR INSTALLATION OF NEW CMU OR COLUMNS DEMO COLUMNS CMU AND CURBS I I I I -------- J I------------------ -- i �-- / — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - --F - - - - - - - - --- — — — — — Le---- — ------ --- ----- ILPER ARCH DEMO CMU AS REQ'D -- -- DEMO CMU AS REQ FOR NEW OPENINGS I DEMO EIFS & BRICK - - ----------------------------------------- - ------ ------------------------- - - I L OPENINGS PILASTER PER ARCH I DEMO CMU AS REQ'D ----------------------------------------------------- � 'I FOR NEW OPENINGS I I ! �I DEMO ALL FLATWORK AS - - _ -------------------------------------------------------------------- ----_ _ -_ DIRECTED BY ARCHITECT DEMO EXISTING PILASTERS, STEEL 1 flR CMI ENGINEER DEMO FOUNDATION PLAN 3/32"=1'-0" 0 I a I� k.L: r- F A 00 I 0 M 17 O CIDI U') 1 LL J Wz au'za°'0L� m C z W O z O Lo z WF -F Z' = i<WWW -zw0ED �waw=w�°}- aw�ZWxn�0 0�0 W M n X OF- U�QWOMH This item has been electronically signed and sealed by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. r- fl- `r• LU in \o 2004 Proj #: Issue Date: z O N Sheet No.: SD160 _ M W �'t D 3 u_ U 11 - Ch o �~ a0.. CU 0 U w ao L Ir M 0 � L w N i c O O " " L s D rn F M o o a `o U p O N <Q O LL -a rn c V) LL J Wz au'za°'0L� m C z W O z O Lo z WF -F Z' = i<WWW -zw0ED �waw=w�°}- aw�ZWxn�0 0�0 W M n X OF- U�QWOMH This item has been electronically signed and sealed by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. r- fl- `r• PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: SD160 Drawn By: Checked By: 11 - Ch a0.. CU 0 0 � c O o a `o o Cn LL -a rn c (D M 0 CO 3 0 o � O Z Sheet Name: DEMOLITION FOUNDATION PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: SD160 Drawn By: Checked By: U: 0 I LZ i U- 00 I O > O to I LO 4 (F.V.)l 31'-8" (F.V.) 18'-11' (F.V.) 13'-101" (F.V.) 5'-41" 23'-0" (F.V.) 23'-5" (F.V.) 29'-8" (F.V.) 13'-4" (F.V.) 15-4j" (F.V.) 12'-4j" (F.V.) 13'-1" (F.V.) 28'-111" (F.V.) 6'-5" 6'-11" A 32'-9' (F.V.) » 11 11 X. .10 (F.V.) (F.V.) (F.V.) 1 ' DEMO CMU AS REQ'D FOR NEW OPENINGS ' ' ' I I DEMO CMU AS REQ'D I FOR NEW OPENINGS LLI DEMO WALL, ANGLE KICKERS I ; ; I DE ROOFING (DECKING AS REQUIRED D CONTItVUOUS GLE IFOR IN RTU'S� D EF'S F R 42 -0 WIDTH DEMO EX ST �OOF HATCH I DEMO��ST ROOF HATCH REF .0 FOR ��"LDCATI�NSK AREA NLY) AND EQU�PMENTAND EPMENT I t t --t 'EXIST t 26 JOISTSEXIST 20 Ot TS DEMO DEMO PORTION ()F FOR N D CR00 ETCH ED I JOIST GITER AS I DEMO J01 T GIRDE� DE JOIST GIRDER, REQUIRED, REF P IM ITS E RETY IN , ITS ENTIRDY1 (AND DETAILS T\ L I 'i-1 I I I DEMO CKII ' -EXI1 I 48- xxxx 13 J.GI .EXIST 132G J.G. EXIST 60G J.G. EXIST 124G J.G. - - - DEMO (STING OLUMN DEMO ROOFING/CKING REQUIRE IN ITS ENTIRETY FOR NEW RTU'S AND EFS REF S3�0 FOR jIT LDCATI NS ROOFIN/NG REQUIRED I FOR NEW RI'S D F'S REFI S3.0 FO) UNIT LOCATIONS _ _ _ _ _ _ _ _ _ _ - _ - - - - - - I I DEO ROOF G/DECKING AS R QUIRED FO NEW R 'S AND EF S 1 » REF S3.0 FOR UNIT LOCATIONS EXIST 2 JOISTS I I > (JOIST GDEMO IRDER ERA�F I C DE 0 JOIST GIRDER ,REQUIRED, REFELAN I I I I I I I I I I I I I I I I I I I IN ITS ENTIRETY AND DET LS i EXIST 6613 J.G. EXIST 4OG J.G. IEXIST 144G J.G. EXIST 44G J.G. fEXIST 44G J.G. EXIST 132G J.G. I I - - - - - - f _ _ _ ! ' DEMO EXISlING COLUMN D MO JOIST GIRDER' ' '�DEMO J01 T GIRDER' I DEMO EXI NG CO I�MN IN ITS RETY IN ITS ENT( ETY IN ITS IREIY IN ITS RETY ' IDEM ROOFIN�/DECKING AS REQU�RED FOR NEW RTU ANDES I I REF IS3.0 FOR' UNIT LO TIONS > II I EXIST 2�' JOISTS I I 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 I I I I I I I I I DEMO ROOFING/DECKING �SREQUIRED ' OR EF'j E� ' DI REF DEMO N TE J5 REF 3.@ FOR UNNTLOCATIONS I I I I I I I I I I I I I I t I I I I I j I I I I I EXIST 66G J.G. EXIST 5213 J.G. EXIS11 44G J.Q. EXIST 44G J.G. EXIST 44G J.G. I I EXIST 3213 J.G. ------------------ A F E II I I I I I DEMO CMU AS REQ'D FOR NEW OPENINGS I I I I I I I I I I I I I I I I I I I I I I I I I i i I I I I I I I I I I I I i I I EXIST 18" JOISTS DEM ROOFIN DECKING AS REQUI ED DEMO EXI NG CO MN IFORNEW RTU' AND EF S IN ITS ENIRETY I REF IS3.0 FOR UNIT LO TIONS I I I I I I I I I I I I 1 I I I i I I I �44G IIEXIIST66G J.G. EXIST 5213 J.G. EXIST J.G.I I EXIST 44G J.G. EXIST44G J.G.EXIST �3213 J.G.1 i I DEMO JOIST GIRDER 1 II ! 1I LA FITNESS TENANT Its ITS ENTI�ETY FOR �NEW ORT S DAND ECKIN II AS RE� UIRED DEM I (I I I I I I I Eii I I I FUTURE TENANT REF 3.0 F0 UNIT LOCATIONS NO WORK THS AREA AEA OF WORK 1 UNLES� OR OTHER ISE I I I I I I I I I I I I I I I » I EXIST 30JOIST ! N I I I I I I I I I - - - - - - - - - I DEMO R�OFING/DE KING AS REQUIRED I FOR NEW RTU'S AND EFS I II I 'REF S3.0 FOR UNIT LOCATIONS I I I I R�F DEMO MOTE #5 I DEMO ROOFING DECKINI AS REQ 1RED I I FOR NEW RTU' AND ED'S - - - - - - REF .0 FOR UNIT LO TIONS I TE �5 REF I DEMO N1 I ; EXIST 52G J.G. EXIST 20G J.G. EXIST 48G J.G. ; _ EXIST 60G J.G. _ l EXIST 60G J.G. EXIST 4OG J.G. - -- -- -- -- -- WHERE EXIST CMU TO BE DEMOLIS ED FULL EIGHT, EXIST 1 " JOIS NOT D GE EXIS JOIST S T I ' w' OR CONTINUOUS ANGLE. REMOVE DEMO CMU TO - - _ - - DEMO CMU AS REQ DEMBED PLATE FROM TOP OF PI ET JOISTS T. FOR NEW OP NINGS Ld REMOVE ANGLE KI KERS IN HIS AREA E RELY. I I I; I lI I I DEMO EIFS & BRICK EXT �OILTS, i o ��-- 3 PILASTER PER ARCH = DEMO EIFS & BRICK ta_ -- --- --- I --PILASTER PER ARCH_ L`Z 't - --- -- I- ----- --- -- DEMO CMU AS REQ'D 4----- - FOR NEW OPENINGS --- - I I I I I ff DEMO CANOPY IN ITS NTIR0 AS SHOWN I I 1 39-8" (F.V.) I 1 I I I I I (F.V.) 26'-4" (F.V.) 28'-8" (F.V.) 1 15'-8" (F.V.) 14'-6" (F.V.) 15'-10' (F.V.) 16'-0" (F.V.) 3'-6' 14'-6" '-4" 6'-�(F.V.) 63'-4" (F.V.) 1 6'-11" 32'-9" (F.V.) (F.V. (F.V.) (F.V. (F.V.) 1 /1\ 1. 4 1. 1. 2.4 2.7 2.8 3.3 3.4 1 3.49 3.61 DEMO ROOF FRAMING PLAN 3/32"=1'-0" DO NOT DAMAGE EXISTING STEEL COLUMNS DURING REMOVAL OF CANOPY BEAMS It C 0 I FRAMING DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL ASPECTS OF BUILDING IN DEMOLITION AREAS AND DETERMINE EXTENTS OF SHORING AND BRACING REQUIRED SUCH THAT EXISTING BUILDING ELEMENTS TO REMAIN ARE NOT DAMAGED DURING DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH ARCHITECTURAL PLANS AND NOTIFY ENGINEER OF RECORD IF THERE ARE ANY DISCREPANCIES. 3. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FROM LIMITED FIELD OBSERVATIONS, INCLUDING DIMENSIONS, AND NOTED ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND SIZES PRIOR TO ORDERING OF MATERIALS. ORDERING OF CMU, STEEL, WOOD, OR CONCRETE BY CONTRACTOR IMPLIES ACCEPTANCE OF DIMENSIONS. 4. AFTER DEMOLITION OF ANY ROOFING OR INSULATION, CONTRACTOR SHALL HAVE ROOF DECK INSPECTED BY THIRD PARTY TESTING LAB FOR ANY DAMAGE OR RUST. ANY DECK THAT REQUIRES REPLACEMENT SHALL BE REMOVED AND NEW DECK INSTALLED TO MATCH PROFILE AND GAGE. 5. DEMOLISH EXISTING ROOF TOP EQUIPMENT AS LL J } O J UI-�►dZ Q�HwdUO� m H S W OCL 0 z 0z cv= W i- zazpW„O w Z Z w o w �wLUawzLL a W F - Z U 0 OfF-Q= 0a)0ML This item has been etectronicalty signed and seated by Grant S. Courtney, PE, on the date shown on the time stamp using a digitat signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. a 0 U- C) r -- CD 0 N C'7 C) 0 0 U lI I c 0 a U 0 Ll Sheet Na ROOF FRAMING DEMOLITION ZM\0 Proj #: Issue Date: z O N Sheet No.: SD3,00 Drawn By: Checked By: to o 0 en00d -0 U m� o C~ N L N Vi V LU 00 L - M 0 N W O N " S D F M a 0 0 �0 O o I LL J } O J UI-�►dZ Q�HwdUO� m H S W OCL 0 z 0z cv= W i- zazpW„O w Z Z w o w �wLUawzLL a W F - Z U 0 OfF-Q= 0a)0ML This item has been etectronicalty signed and seated by Grant S. Courtney, PE, on the date shown on the time stamp using a digitat signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. a 0 U- C) r -- CD 0 N C'7 C) 0 0 U lI I c 0 a U 0 Ll Sheet Na ROOF FRAMING DEMOLITION PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: SD3,00 Drawn By: Checked By: 7/S2.0 LL: a I d- Li 0 I Lo LL - v a t-- LL- LA— — FOUNDATION PLAN 3/32"=1'-0" coQ` PLAN NOTES 1. A. CIVIL DATUM ELEVATION 100'-0" = 1ST FLOOR FINISHED FLOOR ELEVATION. B. ELEVATIONS SHOWN ARE RELATIVE TO DATUM ELEVATION 100'-0". 2. UNLESS NOTED OTHERWISE, PIERS/FOOTINGS UNDER COLUMNS SHALL BE PLACED ON COLUMN CENTERLINES. PIERS/FOOTINGS UNDER GRADE BEAMS/STEM WALLS OR CMU WALLS SHALL BE PLACED AT CENTERLINES OF GRADE BEAMS/STEM WALLS AND CMU WALLS. 3. FLOOR SLAB IS NOT DESIGNED TO SUPPORT HEAVY CONSTRUCTION EQUIPMENT EXCEEDING GROSS WEIGHT OF 4 TONS. 4. REF 1/S2.1 FOR BASE PLATE TYPES. 5. REFERENCE ARCHITECTURAL DRAWINGS FOR DOOR OPENING DIMENSIONS. 1 6. NEW SLABS SHALL BE 5" THICK WITH #4 AT 16" O.C. EACH WAY OVER 15 MIL VAPOR BARRIER OVER PROPERLY COMPACTED SUBGRADE. LEGEND XX/SXX DETAIL —J \� SHEET NUMBER NUMBER 'OR SHALL PROTECT ALL OUNDATIONS FROM f DURING EXCAVATION RADE PREPARATION. OTECT ALL FROM AVATION ZATION. (X) # OF HELICAL PILES BELOW PILECAP PILECAP MARK PER SCHEDULE P" TOP OF FOOTING ELEVATION LL } LL JO O~�wZ (0 F— WO E— W D a o ol- oWWzaWO =¢Xa= WZzwOw OQX 12 W W� a w= W a U WO d W Z x O� V =�>>=0°Otz- W�0cr) M N M This item has been electronically signed and sealed by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verged on any electronic copies. eJ l� VC -4 0 r, r— O O N N O 00 O � C o Z�\0 Issue Date: 170264 z O N S1,60 Drawn By: Checked By: N m 0 0 .Q > Z m -� o: 3 u V J oc: .. 7 f_ roQ rn H O 0 �g a 0 V LU o0 L M O CM L w N z O « « L v co y S V x l F= -- LnM y W O v 0 O N oO LL -Le) LL } LL JO O~�wZ (0 F— WO E— W D a o ol- oWWzaWO =¢Xa= WZzwOw OQX 12 W W� a w= W a U WO d W Z x O� V =�>>=0°Otz- W�0cr) M N M This item has been electronically signed and sealed by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verged on any electronic copies. eJ l� VC -4 0 r, r— O O N N O 00 O � C o Proj #: Issue Date: 170264 08-07-2017 Sheet No.: S1,60 Drawn By: Checked By: N m 0 0 .Q .. 7 f_ H O 0 �g a 0 oy LL CM v co y 3 � y � O Z o � Sheet Name: FOUNDATION PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: S1,60 Drawn By: Checked By: is 1 LO OLUMN EF PLAN (4) #6 ACROSS PILES LONGITUDINAL #5 TEMPERATURE ,RS EA WAY (6) #5 TEMPERATURE BARS 1 PILE CAP P3 DETAIL S2.0 3/4"=1'-0" �0/ #V LVIVV11VU111r%L Dr%RJ 2 PILE CAP P2 DETAIL S2.0 3/4"=1'-0" FUTURE POOL COLUMN 1 TENANTS PLANS REF PLAN N FOUNDATION SECTION 8 1 1/2" NON -SHRINK GROUT FUTURE SLAB ' ' 'A' z I I a LU EXISTING SLAB U_ > 00 EXISTING SLAB vJi % I IF I I I I I I V SOLID GROUT AT REINFORCING I � EXIST 8" CMU I I I I I LTOF o L1111, m FUTURE SLAB TO REMAIN EL U_ FUTURE SLAB TO REMAIN a Uj WELS AT 24" OC - o — W 2 _LO M W EXTERIOR SLAB OR PAVING REF CIVIL REPLA IRV = 98'-0" a L N W/ #4 a I I 04 > O ! LONGITUDINAL BARS 1 L.U r 0 i DEM TEMPERATURE BARS I rn z a 1 i EXIST 5-0" FOOTING TO REMAIN z HOOK 6" AT ENDS C,I M i "I uj SPREAD F06TING r N EXISTING SLAB CL U - SAWCUT ANY PORTION OF FOOTING I Cv U_ I 3" CLR T T�t 3" CLR PILE CAP CONNECTION BY LL -o p1 = HELICAL PILE DESIGNER o F/// 0 HELICAL PILE EXTENSION 3 Q - m `° M I z m I r SCREWED TO MATCH ADJACENT ------ I o PILE BELOW GRADE OR TO I OBTAIN RESISTANCE AS NOTED #4 DOWELS AT 16" O.C. I i #4 DOWELS AT 16" O.C. HELICAL SCREW PILE, APPROXIMATE OUTLINE OF REF PLAN FOR LOCATIONS z 1'-3" EACH SIDE J 27 1'-6" 1'-6" POOL STRUCTURE EXTERIOR 1'-3" HELICAL PILE LEAD SEC11ON 16 o POOL STRUCTURE EXTERIOR W/ BEARING PLATE(S) o (FUTURE) (1 EA. LOCATION) 0 (FUTURE) 0 HELICAL ANCHORS C=30 KIPS, EXCAVATE EXIST SOIL & 1 OR APPROVED EQUAL. ; EXCAVATE EXIST SOIL & 1 PILE CAP P3 DETAIL S2.0 3/4"=1'-0" �0/ #V LVIVV11VU111r%L Dr%RJ 2 PILE CAP P2 DETAIL S2.0 3/4"=1'-0" FUTURE POOL FUTURE 1 TENANTS PLANS FUTURE POOL FUTURE FOUNDATION SECTION 8 (NOT SHOWN) SLAB z (NOT SHOWN) SLAB z FOR INSTALLATION n a U_ > 00 o U_ (1) #6 AT 24" O.C. V SOLID GROUT AT REINFORCING � EXIST 8" CMU 00 o EXIST 8" CMU m FUTURE SLAB TO REMAIN a U_ FUTURE SLAB TO REMAIN a Uj WELS AT 24" OC - o — W 2 _LO M W EXTERIOR SLAB OR PAVING REF CIVIL REPLA E 5" CONCRETE a L N W/ #4 a I I I > O ! > L.U r 0 i DEM 3'-0" OF ! XIST 5'-0" FOOTING TO REMAIN rn z a 1 i EXIST 5-0" FOOTING TO REMAIN z 8'x8' C,I M i "I uj SPREAD F06TING r 11=111=III= EXISTING SLAB CL U - SAWCUT ANY PORTION OF FOOTING I Cv U_ I a) `o $ BEYOND THE 5'-0" LOCATION I LL -o p1 = I I o F/// 0 I I Iri 3 Q - m `° M I z m I r i—T1 ---------------� ------ I o � I #4 DOWELS AT 16" O.C. I i #4 DOWELS AT 16" O.C. APPROXIMATE OUTLINE OF EACH SIDEJ 27 z z APPROXIMATE OUTLINE OF EACH SIDE J 27 z z POOL STRUCTURE EXTERIOR 1 ' 16 o POOL STRUCTURE EXTERIOR I ! 16 o (FUTURE) 0 (FUTURE) 0 U_ EXCAVATE EXIST SOIL & 1 3 ; EXCAVATE EXIST SOIL & 1 3 VIBRO ROCK COLUMNS `" VIBRO z I ROCK COLUMNS `" z AS REQUIRED IN i AS REQUIRED IN ------------------ --� 10'-0" SECTIONS � 10'-0" SECTIONS 3" 3" (3) #5 CONT M 1 � 3" 3" (3) #5 CONT VERIFY WITH L 2'-0" S-0" VERIFY WITH L 2'-0" L 3'-0" (RINK GROUT EW TOP LONGITUDINAL BARS TEMPERATURE BARS HOOK 6" AT ENDS 2 .0 FOR HELICAL _E INFO U_ LU b EXTERIOR STUDS REF BY LT GAGE MFR ARCF #4 CONT #3 AT 12" OC %0L I I I I I I I I I I I ! I----------- --- FOOTING BEYOND REF 2/S2.0 1 REF EXTERIOR STUDS BY LT GAGE MFR #4 CONT �L#3 AT 12" OC 4 —\ 0 1 CV k -r mnv1 lvr mlvu BOTTOM W/#3 TIES AT 12"OC&(1) #5 EA FACE VERT. ! CONT 6" HIGH CURB I ! CURB AT SIM I I ! (3) #4 CONT W/ #4 AT 12" OC #5 BARS AT 6" OC (4 MIN) TOP AND BOTTOM W/#3 TIES AT 12" OC & (1) m #5 EA FACE VERT. ---------------� I ! I ! I 1 I I I I ---------------------J FOUNDATION SECTION 3/4"=1'-0" EXISTING SLAB EXISTING CMU WALL AND FOOTING 1 REF ARCH I CONT 6" HIGH CURB DRILL & EMBED #4x2'-0" LONG BAR 21-0" I 6" INTO EXIST CMU WITH HILTI HY-70 #3 DOWELS AT 18" OC TYP _ EXISTING SLAB 5" SLAB W/ #4 AT 12" O.C. E.W. ------------- - - - - - - EXISTING CMU WALL AND FOOTING BACKFILL BETWEEN GB & WALL PANEL PER GEOTECH REPORT GB BEYOND DRILL AND EPDXY BOTTOM BARS INTO EXISTING FOOTING 5" W/HILTI HY-200 MAX REF 1/S2.0 FOR HELICAL SCREW PILE INFO 5 PILE CAP/GB P1 DETAIL S2.0 3/4"=1'-0" OF CMU WALL, COL AND EMBED PL AS REQUIRED CMU WALL BEYOND I REF 6/S2.0 FOR NEW. FOR INSTALLATION OF CMU WALL STEEL POST REF PLAN EXTERIOR SLAB OR REF 6/S2.0 FOR SLAB PAVING REF CIVIL - I AND CMU DOWELS (FIELD VERIFY) EXISTING SLAB II l III I I 1111; REF 2/S2.1 FOR DOWELS i ! SECTION `— EXISTING FOOTING TOF EL PREF PLAN 1" TYP EMBED PL 3/4"x6"x1'-0" (PARALLEL TO CMU) o w/ (4) 3/4" DIA RODS - DRILL & EMBED 6" INTO EXIST FOOTING WITH HILT] HY-200 (PL 3/4"x8"x1'-2" AT SIM) NOTE: AT SIM, o NO NEW SLAB REPLACEMENT SECTION HEADER POST TO CONTINUOUS FOOTING 3/4"=1'-0" #4 CONT WITH #4 DOWELS AT 12" OC NO CURB AT DOOR, ONLY AT STOREFRONT REF PLAN TO SLAB EL R REF PLAN 7 TOGB EL #5 AT 12" OC EA FACE - (3) #5 TOP AND BOTTOM w/ #3 TIES AT 24" OC- EXISTING C-EXISTING FOOTING TO REMAIN B B.1 1'-0" 1 10" REF10 ARCH REF �RC I ! 2'-0" — #4 DOWELS AT o 24" OC TYP FUTURE SLAB, REINFORCING, AND CURB I— EXISTING SLAB -------- PROPERLY ---- PROPERLY COMPACTED SUBGRADE ! . I BEAR W8 COLUMNS _--- ON GB AT 8" BFF 7z! (WIDEN G.B. 12" & ADD #5 AT TOP & BOTT AT COL'S ON 4.9 & 5.4) -Y-J 6 DRILL & EMBED #5 24 6" INTO EXISTING FOOTING WITH 2'-0" 1'-0" HIL11 HY-200 AT 24" O.C. 4 FOUNDATION TENANT PLANS 1 TENANTS PLANS Issue Date: 7 FOUNDATION SECTION 8 FOUNDATION SECTION S2.0 3/4"=1'-0" S2.0 3/4"=1'-0" (RINK GROUT EW TOP LONGITUDINAL BARS TEMPERATURE BARS HOOK 6" AT ENDS 2 .0 FOR HELICAL _E INFO U_ LU b EXTERIOR STUDS REF BY LT GAGE MFR ARCF #4 CONT #3 AT 12" OC %0L I I I I I I I I I I I ! I----------- --- FOOTING BEYOND REF 2/S2.0 1 REF EXTERIOR STUDS BY LT GAGE MFR #4 CONT �L#3 AT 12" OC 4 —\ 0 1 CV k -r mnv1 lvr mlvu BOTTOM W/#3 TIES AT 12"OC&(1) #5 EA FACE VERT. ! CONT 6" HIGH CURB I ! CURB AT SIM I I ! (3) #4 CONT W/ #4 AT 12" OC #5 BARS AT 6" OC (4 MIN) TOP AND BOTTOM W/#3 TIES AT 12" OC & (1) m #5 EA FACE VERT. ---------------� I ! I ! I 1 I I I I ---------------------J FOUNDATION SECTION 3/4"=1'-0" EXISTING SLAB EXISTING CMU WALL AND FOOTING 1 REF ARCH I CONT 6" HIGH CURB DRILL & EMBED #4x2'-0" LONG BAR 21-0" I 6" INTO EXIST CMU WITH HILTI HY-70 #3 DOWELS AT 18" OC TYP _ EXISTING SLAB 5" SLAB W/ #4 AT 12" O.C. E.W. ------------- - - - - - - EXISTING CMU WALL AND FOOTING BACKFILL BETWEEN GB & WALL PANEL PER GEOTECH REPORT GB BEYOND DRILL AND EPDXY BOTTOM BARS INTO EXISTING FOOTING 5" W/HILTI HY-200 MAX REF 1/S2.0 FOR HELICAL SCREW PILE INFO 5 PILE CAP/GB P1 DETAIL S2.0 3/4"=1'-0" OF CMU WALL, COL AND EMBED PL AS REQUIRED CMU WALL BEYOND I REF 6/S2.0 FOR NEW. FOR INSTALLATION OF CMU WALL STEEL POST REF PLAN EXTERIOR SLAB OR REF 6/S2.0 FOR SLAB PAVING REF CIVIL - I AND CMU DOWELS (FIELD VERIFY) EXISTING SLAB II l III I I 1111; REF 2/S2.1 FOR DOWELS i ! SECTION `— EXISTING FOOTING TOF EL PREF PLAN 1" TYP EMBED PL 3/4"x6"x1'-0" (PARALLEL TO CMU) o w/ (4) 3/4" DIA RODS - DRILL & EMBED 6" INTO EXIST FOOTING WITH HILT] HY-200 (PL 3/4"x8"x1'-2" AT SIM) NOTE: AT SIM, o NO NEW SLAB REPLACEMENT SECTION HEADER POST TO CONTINUOUS FOOTING 3/4"=1'-0" #4 CONT WITH #4 DOWELS AT 12" OC NO CURB AT DOOR, ONLY AT STOREFRONT REF PLAN TO SLAB EL R REF PLAN 7 TOGB EL #5 AT 12" OC EA FACE - (3) #5 TOP AND BOTTOM w/ #3 TIES AT 24" OC- EXISTING C-EXISTING FOOTING TO REMAIN B B.1 1'-0" 1 10" REF10 ARCH REF �RC I ! 2'-0" — #4 DOWELS AT o 24" OC TYP FUTURE SLAB, REINFORCING, AND CURB I— EXISTING SLAB -------- PROPERLY ---- PROPERLY COMPACTED SUBGRADE ! . I BEAR W8 COLUMNS _--- ON GB AT 8" BFF 7z! (WIDEN G.B. 12" & ADD #5 AT TOP & BOTT AT COL'S ON 4.9 & 5.4) -Y-J 6 DRILL & EMBED #5 24 6" INTO EXISTING FOOTING WITH 2'-0" 1'-0" HIL11 HY-200 AT 24" O.C. 4 FOUNDATION SECTION Zrn Issue Date: S2.0 3/4"=1'-0" z \0 O N • Drawn By: AS REQUIRED 0. FOR INSTALLATION n OF CMU WALL > 00 (1) #6 AT 24" O.C. V SOLID GROUT AT REINFORCING � & SOLID BELOW FF. (1 1) # xCONT s "in 2'-0" V #4 D WELS AT 24" OC - o — L Q 2 _LO M iV EXTERIOR SLAB OR PAVING REF CIVIL REPLA E 5" CONCRETE SLAB L N W/ #4 AT 12" O.C. O " " L.U 0 s rn z - ---- W rn � M n. uj o O r 11=111=III= EXISTING SLAB CL U - (1) #6 DOWEL DRILL & EMBED i 11 MI II REF 2S2.1 FOR J 00 11=III_ / t 8" INTO EXIST FOOTING WITH �' �. III DOWELS -" MM HILT] HY-200 AT EACH VERTICAL U_ COMPACTED SOIL W TOF EL REF GEOTECH a EXISTING FOOTING 6 NEW CMU ON EXIST FOOTING S2.0 3/4"=1'-0" 7" A" SECTION 1 EXISTING PAVING (EXTERIOR) REF 5/S2.0 FOR DOWELS TO CMU EXISTING CMU WALL AND FOOTING TOF EL 98'-0" (FIELD VERIFY) SECTION 3/4"=1'-0" 3/4"x6"x(12" OR 14") BASE PLATE WITH (2) 3/4" DIA RODS - DRILL & EMBED 6" INTO EXIST FTG WITH HILT] HY-200. SS COLUMN NEW COLUMN REF PLAN 5" CONCRETE SLAB W/ #4 AT 12" O.C. 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Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. r` r` Proj #: Issue Date: 170264 08-07-2017 Sheet No.: • Drawn By: Checked By: N o:zis M O 0 0 0 n. E r N 0 a) `o $ LL -o p1 = d y 3 Q o � O Z Sheet Name: FOUNDATION DETAILS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: • Drawn By: Checked By: 1 BASE PLATE THICKNESS PER F 1 /4 I PLAN VIEW U � � ANCHOR BOLTS a LEVELING NUTS 0 1 1/2- GROUT CONCRETE m BEARING = V7 SURFACE ° z Q CO ° a n ° a°. _ ° ° 1/2 0%3" PL WASHER, TYP TACK a WELD TO NUT i�-DAMAGE THREADS 1/4" 1'-2" EXP JT. #4x1'-6" AT 12" OC FLUSH DRILL & EMBED 6" INTO EXIST W+6" 1 " 3 " 6" 3" EXISTING SLAB IM IN EXIST. SLAB WITH HILII HY-200 /1-OCAEW2" 3/4" THICK BASE PLATE w/ 3/4" DIA ANCHOR BOLTS 1 S2.1 CURB BELOW STOREFRONT #4 CONT EXTERIOR FLATWORK REF ARCH HSS OR WF COLUMN C, I BASE PLATE DETAIL 3/4"=1'-0" 1 /2"x1'-6" SMOOTH DOWELS (GREASE ONE END) EXISTING STEMWALL B REF ARCH i.1 i. REF U Q U— w r• • #4 AT 16" O.C. HSS AT A.6 & 4.8 3/4" THICK BASE PLATE w/ 3/4" DIA ANCHOR BOLTS REF PLAN FOR SLAB THICKNESS AND REINFORCING FF EL = 100'-0" (99'-10 1/2- AT SIM) EXISTING SLAB REF 2/S2.1 FOR DOWELS (FUTURE SLAB BY TENANTS AT SIM) #4 DOWELS AT 16" O.C. HOOK & EMBED 5" INTO EXIST STEM WALL WITH HIL11 HY-70 EXISTING FOOTING NEW CURB AT STORE FRONT 3/4"=1'-0" FF EL REF PLAN LO SECTION AT NEW TO EXIST SLAB 3/4"=1'-0" 1 #3 CONT EACH SIDE — EXTERIOR LANDING/RAMP REF ARCH 1 /2"x1'-6" SMOOTH DOWELS (GREASE ONE END) EXISTING STEMWALL WIDTH REF PLAN FOR SLAB THICKNESS AND REINFORCING FF EL = 100'-0" 00 EXISTING SLAB REF 2/S2.1 FOR DOWELS #4 DOWELS AT 16" O.C. HOOK & EMBED 5" INTO EXIST STEM WALL WITH HILT] HY-70 EXISTING FOOTING NEW OPENING AT WOOD FLOORING 3/4"=1'-0" 1 1'-0" EXTERIOR LANDING/RAMP REF PLAN FOR SLAB REF ARCH .THICKNESS AND REINFORCING FF EL -----�------�---- = 100'-0" I = 00 1• IL EXISTING SLAB 1/2"x1'-6" SMOOTH DOWELS (GREASE ONE END) REF 2/S2.1 FOR DOWELS (FUTURE SLAB BY EXISTING STEMWALL TENANTS AT SIM) #4 DOWELS AT 16" O.C. HOOK & EMBED 5" INTO EXIST STEM WALL WITH HILTI HY-70 EXISTING FOOTING 4 NEW OPENING S2.1 3/4"=1'-0" LL LL J} O ~ W z Q H w a U 0 mF-=W00'Z r�U�MW O- -W �a-owm� ci--0WWzWW =14 �(1)P X: =<W —WOw j2 WW Ix 0Cn U)�O O=0>>Wco=3X: 0 F- ��o�o�F3. - This item has been electronically signed and sealed by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. r— Co N M O O Ei ri Sheet Name: FOUNDATION DETAILS W in \o Z�\0 Issue Date: 170264 z O N S2,01 Drawn By: Checked By: M rn C0 Lu -V) Co3 C U U o �~ U i K _0 M 0 L w N« O « L LLI rn M u7 w F- -v O L) p O N Q O LL LL J} O ~ W z Q H w a U 0 mF-=W00'Z r�U�MW O- -W �a-owm� ci--0WWzWW =14 �(1)P X: =<W —WOw j2 WW Ix 0Cn U)�O O=0>>Wco=3X: 0 F- ��o�o�F3. - This item has been electronically signed and sealed by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. 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K 12 ii o I Ilq I I� I I I I I 1l0/S4.0 \ �li ii I NEW �8N`10.il< D MJ II 11 II II rl II p I II i III I,r 111 I I I , III yl I REP, JOIST NOTE 4 SIM I I I I ,1 III I 1 I I I 1 I R F J IST OTE #4 I I 11 I I � � 1 I I ,1.,,�,� rUIURE NANT 11 II 11 11 II II I I I I I III III III UI IIr III 1 11 II II II II 11 LA ESS�NANT 1 I I I I 11 I 1 I I II I III I II 1 NO WORK THS AREA 1 UNLES INDICA OTHER ISE I 1 II II 111 ['EXIST I I I 1 I 11 II 11 11 " 1 I J01 l 1 I ` II 11 II tl 1'I III 1 11 II II III EA OF WORK II o 11 I III I PLACE 1 I II III 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 1 I Iq UI ►� 1 I I I OPENING - - - N - - - - - - - 1 I ; 11 rl 11 II II I! 111 I I I I , 11 ' 11 11 REF 5 0 FOR TU I I , I r I SUPPORT FRAMES, 11�� I 1 I III r TYP AT RTU & BRH III I III LAP OVER AND WEL[ p RTU I11, II 11i I I RTU ;1I I (1i1 EF II; ;I; 1 I I 3 2 1 �iI 1 ^ > N N 1 I ! 1 il� �► i1 ii I 1 ii ii 1 1 II I I II II II I 11 1 1 o I w -- -- -- -- -- 1 j ! II 111-T lT REF JOIST NOT 4 m ul lT' III 111 11 1, UI Ill 111 111 I I III I t lVill I I 11 1I, PLACE 1 1/2 x2V2� GA I I I I r l 1 11 If i i iTYPE B DEM OSHED EQUIPMENTG 1 co I I 1 I I I I I I I I I I I I I I ; I I I III 11 1 ' 1 I 111 111 III I I I I 1 I I 111 , I III I I I I I I I ELD TO STIR CTORE PER 1/S4.0 11 11 II II II 111 111 " III III Ih UI I I II fill, 1 I I I I I I I 1 I I I I I I I t I I I I I I I 1 1 I I 1 I I I I I I I I I ! 1 ! I ! ili ii 1 1 I I I 111 III 111 I I I I III III III I I I I I I I I I I I I I I I I 111 11 I I I I I I I I III III III I I I I 1 I I I I l l I I I I I I II II II II I II II 11 II 11 I 1 11 11 11 1 R T U I I 1 11 II II II II II II II 11 _ _ _ _ _ _ _ _ _ I I I I I I I I I 1 I EXIST �2G J.G. EXIST 2DG J.G. _ _ _ t I I I I I EXIST 48G J.G. _ _ I I ! I I I Ill III III ' ' ' ' III Ih III I I I I I I I I I I I I I I I II II II I 1 I II II 11 11 n 11 I BO I 1 _ _ IXISTI i60G J.Ga I I I _ � _ I t i I IXISIi 1606 J.G. - _ _ -EXIST 40G J.G. _ _ - - - - - - - - - - REF JOISTI NO 4 j� i i i i REF JOIST NO ;�4 EXIST 1" JOTS __ __ __ I I I I 1 I I I I I I I I I f I I I I I 1 I I I I I I I I I I I ' I I 1 ; I I I I I I I I I I III I I I I fit III I I ,I, II I I I I r I III III 11 I 111 1D 4.D II 11 l HSS I I BOS-120 1 6x8x3 8 r " -4 0 4.8 TO 5.6 I I 1 I I I I , I IBEAR W BEAM " I I ON CMU 1 1 I I I > ^ v >_ p> Jill VW455 G VW4x5 1 I , 0/S4.0 11 I I ;; II 11 4 , / (2) 3/4- BED HSA L VW455 B.1 R9 EXIT �01� W12x19 I I W12x14 , I > r v - T- - - i - - ---- -4/S47. 14/S4.0 -- 4/S o SLOPE 14/S4.0 ---- - - - - - - - - - ' -- ------------------ - ---------------W12x14 (HSS12x6x3/8 -- - -- --- � >o0 --- --- ---H------ _1 - - ` M it�12x 9 I I I U) I N v jry n - - - - - - - TOS ELEV - - - - - - - - - - - - - - - --- - �_�� �--�-�-vRfil-�-�-�--�� �--- - - - - - - - - - ------ t -- -- ; ; ! ! " CANTILEVERS I - I I + I I x!1 = 124-1 W12 9 TOS ELEV = 123-2 I -------------' ---1------I---I---I---�---1 - --- --- --- ----'------- - ---' I I I I I 1 1/2"x221GAGE I N I REF 5/S4.1 FOR ' I 8/S4,O TYPE B DE K. C LEVER 1 I CANOPY PLANS TYP I REPAIR EXISTING FINISHES I 1 I I I I I 1 I AS REQ'D PER ARCHITECT' I 1 ' I I EF ARC REF ARCH REF ARCH 1 3'-8" (F.V.) I 1 1 2,-0" (F .) 1 30'-0" (F.V.) 26'-4" (F.V.) 28'-8" (F.V.) 15'-8-(F.V.) 14'-6-(F.V.) 15'-10* (F.V.) 5'_0" 16'-0" (F.V.) 8'-8" 12'-8" '-4 35'-0' (F.V.) 10 -1 (F.V.) g'-5" (F.V.) 10,-11-(F.V.) 14'-4" (F.V.) 6'-11' 6'-9" '-3 12'-9" (F.V.) 10'-0" (F.V.) x. (F.V.) (F.V.) (F.V.) (F.V. j (F.V.) I (F.V.) (F.V. A A - n - - _` - J 1 LJ LJ �'J 1 U U LJ J -4 U U U U 5U6 o5.8 U U6�3 U ROOF FRAMING PLAN 3/32"=1'-0" PLAN NOTES: 1. ROOF DECK TO BE 22 GAGE, 1.5" TYPE B DECK. 3 SPAN CONT. (UNO), REF 1/S4.0. 2. REF 5/S4.0 FOR MECHANICAL UNIT, ROOF ACCESS HATCH, AND ALL LARGE OPENING FRAMING. 3. REF 6/S4.0 FOR ALL ROOF OPENINGS SMALLER THAN 36" (FRAMING OMITTED FOR CLARITY). 4. INFILL ALL ABANDONED ROOF OPENING WITH ROOF DECK. REF 1/S4.0. COORD WITH ARCH. AND MECH. 5. ONLY NEW, LARGE EQUIPMENT IS SHOWN. SEE ARCH, MECH, AND PLUMBING FOR ALL EQUIPMENT AND PLUMBING. JOIST GIRDER NOTES: 1. ADDITIONAL DESIGN LOADS SHOWN ON ON JOIST SHALL BE ADDED BY JOIST MANUFACTURER TO JOIST GIRDER DESIGN. MANUFACTURER TO DESIGN JOIST GIRDER. 2. ALL JOIST GIRDER BEARING DEPTHS TO BE 7 1/2" UNLESS NOTED OTHERWISE. 3. NET UPLIFT ON GIRDERS, REF GENERAL NOTES. 4. JOIST/GIRDER MANUFACTURER SHALL COORDINATE BRIDGING AND DIAGONAL BRACING LOCATIONS SO AS TO NOT INTERFERE WITH GRAPHICS OR JOIST BOTTOM CHORD LIGHTNING. REF ARCH. FOR LOCATIONS. JOIST NOTES: 1. ALL "K" SERIES JOIST BEARING DEPTHS TO BE 2 1/2" UNLESS OTHERWISE NOTED. 2. REF 5/S4.0 FOR RTU CURB SUPPORT FRAMING. CONTRACTOR TO COORDINATE RTU LOCATIONS AND FRAME SIZES W/ MECH SUB AND JOIST MANUFACTURER. 3. REINFORCE JOIST WHEN LOAD IS NOT AT JOIST PANEL POINT, REF 2/S4.0. 4. MODIFY JOISTS NOTED AS ___________ FULL LENGTH UNLESS NOTED ON PLAN. REF 4/S4.1 FOR MODIFICATION DETAILS. )IST GIRDER ON EXISTING IRDER POCKET EMBED PLATE BOTH SIDES PER SJI AND )UD WITH 7,000 PSI GROUT. 1 IL7&8ONS4.1 )IST GIRDER ON EXISTING IRDER POCKET EMBED PLATE BOTH SIDES PER SJI AND )UD WITH 7,000 PSI GROUT. 1/2"x22 GA TYPE B DECK OVER kT DEMOLISHED EQUIPMENT. EXIST JOIST OR STEEL FRAME TO STRUCTURE PER 1/S4.0. LL LL0_�pO QWIPMW6 mIU-iLLl0z g� O- C, <z , 0 it CL =QwZzwOw� ocw�awxw a U Fro aw�~xxD:-3:v oM��m0 r 0 0 W LLp M H This item has been electronically signed and seated by Grant S. Courtney, PE, on the date shown on the time stamp using a digitat signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ti Ck N SR 0 Ill- C1r- M 0 wLr) `o ZC)CN Pmj #: Issue Date: z ai O N Sheet No.: S3,00 Drawn By: Checked By: o w o m 120 ¢' V ne Q) 0 al!-_ :~ « N Q U -a U w ao L (j) M d o O L w N z O U o« o LL s D � M 0 U O U p C) O (D 3 O LL U01 LL LL0_�pO QWIPMW6 mIU-iLLl0z g� O- C, <z , 0 it CL =QwZzwOw� ocw�awxw a U Fro aw�~xxD:-3:v oM��m0 r 0 0 W LLp M H This item has been electronically signed and seated by Grant S. Courtney, PE, on the date shown on the time stamp using a digitat signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ti Ck N SR 0 Ill- C1r- M 0 PLAN Pmj #: Issue Date: 170264 08-07-2017 Sheet No.: S3,00 Drawn By: Checked By: o 0 0 .Q ne U -a d o a O U o LL 0) (D 3 _ o 0 o � Sheet Name: ROOF FRAMING PLAN Pmj #: Issue Date: 170264 08-07-2017 Sheet No.: S3,00 Drawn By: Checked By: SUPPORT FASTENERS ,za" rnvroef1r 1 1/2"x22 GAGE TYPE "B" DECK REF PLAN 1. SUPPORT FASTENERS SHALL BE 3/4" INCH DIAMETER 36/7 PATTERN PUDDLE WELDS OR ELONGATED WELDS WITH EQUAL PERIMETER. ELECTRODES SHALL BE E60XX. 2. SIDE LAP FASTENERS SHALL BE WELDED PER SDI REQUIREMENTS WITH (5) WELDS AT (6) EQUAL SPACES. 3. EDGE FASTENING ALONG PERIMETER SUPPORTS SHALL BE PUDDLE WELDS PER NOTE 1 AND SPACED AT 6 INCHES MAXIMUM. 4. FULLY COMPLY WITH AWS D1.3 REQUIREMENTS AND PROCEDURES FOR WELDING OF DECK. 1� DIAPHRAGM ATTACHMENT S4.0 / 3/4"=1'-0" CLIP ANGLE 6x4x3/8 (LLV) L4x4x1/4 REF ARCH OR MECH OR OPENING LARGER 01 THAN 10"x1O" OR 10" DIA ROUND I 5x3x1/4 (LLV) PANEL POINT REINF FOR CONCENTRATED LOAD (2/S4.0) NOTE: FOR OPENINGS NO LARGER THAN 36" LARGEST DIMENSION ROOF OPENING FRAMING �6� SMALL OPENINGS I I I 1 SOLID GROUT CMU 2 REF CONNECTION SCHEDULE FOR PLATE SIZE, WELD SIZE, NUMBER OF BOLTS AND CONFIGURATION REF PLAN FOR CONNECTING BEAM OR COLUMN eik 18'-11 1/2" A.F.F. ' PLATE THICKNESS _ AT BOLTS IF HOLLOW CL OF BOLT W30 1/2" 5/16" SUPPORT W24 OR W27 1/2" 5/16" ,j-, 18'-4 1/2" A.F.F. W21 1/2" 5/16" CL OF BOLT W18 _ 1/4" _- SUPPO SUPPORT 3/8" ' 4 W14 Ak A.F.F. 1/4" 3 W12 OR C12 L5x5x3/8 T&B j/ TOS EL 3 W10 OR C10 5/16" WITH (1) 3/4" DIA ROD AT 24" O.C. 17'-3 1/2- A.F.F. W8 - - DRILL & EMBED 5" INTO CMU 2 I I WITH HILTY HY-200 CL OF BOLT SUPPORT W 00 L Qo � 16'-5 1/2" A.F.F. CL OF BOLT SUPPORT 1 I I I I I 1 HSS6x6x5/8 BETWEEN 2.77 I ' I I AND 3.7 I I 1 I 1 EXISTING CMU ' I I I I i ' I I I I I I 1 13'-6 1/2" A.F.F. Cl OF BOLT SUPPORT I I x133''-0" A.F.F. Y TOS EL HSS6x6x1 /4 I I I BETWEEN 3.2 AND 3.4.2 ONLY ' I I I i I ,,611 , -7 1/2- A.F.F. I -I V CL OF BOLT SUPPORT I I 1 I I I 1 VERIFY ALL COLUMN HOLES I 1 I 1 I WITH BASKETBALL GOAL MFR ' 1 Li I ( 1 I I I I 6 9'-8 1/2" A.F.F. CL OF BOLT I^ I SUPPORT I I I I I 3/16 3/16 /ik 6'-6" A.F.F. TOS EL HSS6x6x1/4 I I BETWEEN 3.2 AND 3.4.2 ONLY 11 CMU WIND GIRT 3/4"=1'-0" ALL BOLT HOLES SHALL HAVE THREADED INSERTS TO BE FULL WIDTH OF COLUMN & WELDED TO FRONT AND BACK FACE PRIOR TO ERECTION CONCENTRATED LOAD BETWEEN PANEL POINTS (50# OR GREATER) L1 1/41 1/4x3/16" SIDE OF JOIST WEB FROM :ENTRATED POINT LOAD TO OM CHORD PANEL POINT HANGING LOAD BETWEEN PANEL POINTS (50# OR GREATER) IDE L1 1 /4"x1 1/4"x3/16" SIDE OF JOIST WEB FROM HANGING POINT LOAD TO TOP CHORD PANEL POINT 2 TYPICAL DETAIL 54.0 3/4"=1'-0" BEAM CONNECTION SCHEDULE BEAM SIZE PLATE THICKNESS WELD SIZE # BOLTS W30 1/2" 5/16" 8 W24 OR W27 1/2" 5/16" 7 W21 1/2" 5/16" 6 W18 3/8" 1/4" 5 W16 3/8" 1/4" 4 W14 3/8" 1/4" 3 W12 OR C12 5/16" 1/4" 3 W10 OR C10 5/16" 1/4* 3 W8 5/16" 1/4" 2 NOTES: 1. ALL BOLTS TO BE 3/4" DIAMETER A325 N, UNLESS OTHERWISE NOTED. 2. ALL WELDS EACH SIDE WITH E70XX ELECTRODES. DO NOT RETURN WELDS. 3. SHORT SLOTTED HOLES ARE PERMITTED. BEAM CONNECTION SCHEDULE 3/4"=1'-0" HSS REF PLAN 1" 1" EXIST MTL DECK ERECTION EXIST STL JOIST REF PLAN BOLTS REF PLAN I EXIST MTL DECK REF PLAN rik REF PLAN BOD EL 1 ' I 1 w 3/4" BEARING a PLATE 1 o w 1 1 C.7 1 1 I 1 i 1 1 1 EXIST S I„ �„ 4 4 AS PER SJI i REF PLAN TRIM AS CLOSE TO JOIST AS POSSIBLE TO NOT AFFECT LIGHTING 3/4"x6"x0'-6" PLATE i i STL COLUMN REF PLAN STL JOIST GIRDER 1 JOIST GIRDER BRACE AT MID -SPAN 1 i (NEW OR EXIST REF REF PLAN FOR ONE SIDE ONLY TOWARDS REAR OF STL JOIST GIRDER WELD TO COLUMN71 I 1 PLAN) NEW OR EXIST. BUILDING REF PLAN AS REQUIRED 4 ONE SIDE AT SIM. NOTE. DO NOT WELD JOIST GIRDER BOT CHORD TO PLATES /`3� GIRDER TO COLUMN DETAIL S4.0 / 3/4"=1'-0" 1 4.8 REF ARCH NOTE: ALL BOT CHORD CONN TO BE WELDED 4� JOIST TO GIRDER DETAIL S4.0 / 3/4"=1'-0" ROOF TO 3/16 REMAIN -371-6 L3x3x5/16 BOTH SIDES OF J.G. FROM BOTT CHORD AT COLUMN TO TOP CHORD PANEL POINT. WELD ALL AROUND. DETAIL OPPOSITE HAND AT GRID 5.6/A.4 TYP C8 BEAM TO J.G. 3/16 REF PLAN 4"x4"x3/8"x0'-8" L2x2x1/4xAS REQ'D BENT PL EA SIDE TO CONNECT C8'S TOP & BTM TYP I,L LLV rL/91C 8 PLAN DETAIL S4.0 3/4"=1'-0" 3/4" CAP PLATE COPE COLUMN AND USE 3/$" PLATES TO FORM NEW FLANGE 1/4 1/4 COLUMN REF PLAN SECTION DETAIL 3/4"=1'-0" HSS BEAM REF PLAN 1 A T.O. FRAMING SI RI LIGHT GA( BY CONTR ENGINEER LIGHT GA( CONTRACT EXISTING JOIST GIRDER FOR PARTIAL DEMOLITION L6x6x1 /2 x1'-0" WITH 1/2- STIFFENER - T&B 1 4 SECTION 3/4"=1'-0" C8x13.75 BOTH SIDES OF J.G. FIT TIGHT TO HORIZ LEG OF TOP & BOTT CHORD 2 1/4 3 4/43 EXIST JOIST 1 2TO REMAIN 2 I 1 1 1 1 I � 1 1 1 1 1 I 3/4" CAP PLATE I � 1 1 1/4 1 1/4 �- NEW J.G. i REF PLAN 1 I I 1 1 1 1 I ' 1 1 NEW COLUMN, REF PLAN I NOTE: -� ' FIT C8'S BOTH SIDES 11GHT TO COLUMN FLANGE AND FULL WELD FULL HEIGHT TO COLUMN SECTION 3/4"=1'-0" 1/2" PLYWOOD DECK WITH #10 TEKS IN 6:12 PATTERN LIGHT GAGE CLIP WITH POWDER ACTUATED FASTENERS TO TOP OF CMU (BY LIGHT GAGE MFR) INFLECTION POINT .L REF ARCH Y EXIST 8" CMU PANE REIN CON( LOAF 1-V JI VI\ JIL.{-L VL/1111 Vt\ 11\V JJ REF PLAN EQUIPMENT CURB SUPPORT NOTES: 1. EXTENT OF THE CURB SHALL BE DETERMINED BY CONTRACTOR & MECH SUB -CONTRACTOR UNIT SUPPLIER'S CUT SHEETS 2. GC TO FURNISH THIS INFORMATION PROMPTLY TO THE STEEL DETAILER 3. SUPPORT ANGLES MAY BE DELETED FOR SELF SUPPORTING CURB MANUFACTURER TO SUBMIT CALCULATIONS AND DETAILS PREPARED BY A REGISTERED ENGINEER FOR ARCHITECT'S REVIEW /�5� RTU SUPPORTS 1 T.O. FRAMING REF ARCH LIGHT GAGE STUD C6x8.2 CON TYP C6x8.2 AT 4'-0" 0 4" 11 STEEL ROOF DECK TO REMAIN -� VERT REINF TO CONTINUE OVER CONT TRACK I I 1 INFLECTION POINT .n REF ARCH. I I I I 1 1/2" EXTERIOR GRADE PLYWOOD W/ #10 TEKS IN 6:12 PATTERN I I I 1 I I T I 1 I 1 LIGHT GAGE BRACE I 1 I I I I C I I I 1 LIGHT GAGE TRACK WITH HILT] X -U FASTENER TO 1 NS & 3/16 CHANNEL OR EQUAL FS 3 16 (BY LIGHT GAGE DESIGNER) EXIST DECK TO REMAIN BELOW NEW C JOIST, REF PLAN REF ARCH 1 SECTION 3/4"=1'-0" SECTION AL REF ARCH BO BEAM EL BEAM, REF PLAN AND DETAIL 7/S4.0 FOR CONN'X TO COL'N HSS COLUMN, REF PLAN (EXTEND TO 8" ABOVE ROOF DECK & SOLID GROUT) 14 SECTION S4.0 3/4"=1'-0" O DIA.x5"' HSA AT 24" OC ACROSS 'OP FLANGE 2) #5 EXTEND 24" PAST JAMB 'ROVIDE BLOCK TIES ►T 16" OC WELD TO 'A SIDE OF WEB 'ACE SHELLS ?EF ARCH BO BEAM EL DIA.x5"' HSA AT 24" OC ACROSS TOP FLANGE /-(2) #6 EXTEND 24" PAST JAMB 8" CMU WALL PLACE FACE SHELLS AROUND BEAM ROOF FRAMING DETAILS ~ O a z Issue Date: 1 z w = • Drawn By: Checked By: 4N�N I 0 W O TL JOIST r N I � REF PLAN TRIM AS CLOSE TO JOIST AS POSSIBLE TO NOT AFFECT LIGHTING 3/4"x6"x0'-6" PLATE i i STL COLUMN REF PLAN STL JOIST GIRDER 1 JOIST GIRDER BRACE AT MID -SPAN 1 i (NEW OR EXIST REF REF PLAN FOR ONE SIDE ONLY TOWARDS REAR OF STL JOIST GIRDER WELD TO COLUMN71 I 1 PLAN) NEW OR EXIST. BUILDING REF PLAN AS REQUIRED 4 ONE SIDE AT SIM. NOTE. DO NOT WELD JOIST GIRDER BOT CHORD TO PLATES /`3� GIRDER TO COLUMN DETAIL S4.0 / 3/4"=1'-0" 1 4.8 REF ARCH NOTE: ALL BOT CHORD CONN TO BE WELDED 4� JOIST TO GIRDER DETAIL S4.0 / 3/4"=1'-0" ROOF TO 3/16 REMAIN -371-6 L3x3x5/16 BOTH SIDES OF J.G. FROM BOTT CHORD AT COLUMN TO TOP CHORD PANEL POINT. WELD ALL AROUND. DETAIL OPPOSITE HAND AT GRID 5.6/A.4 TYP C8 BEAM TO J.G. 3/16 REF PLAN 4"x4"x3/8"x0'-8" L2x2x1/4xAS REQ'D BENT PL EA SIDE TO CONNECT C8'S TOP & BTM TYP I,L LLV rL/91C 8 PLAN DETAIL S4.0 3/4"=1'-0" 3/4" CAP PLATE COPE COLUMN AND USE 3/$" PLATES TO FORM NEW FLANGE 1/4 1/4 COLUMN REF PLAN SECTION DETAIL 3/4"=1'-0" HSS BEAM REF PLAN 1 A T.O. FRAMING SI RI LIGHT GA( BY CONTR ENGINEER LIGHT GA( CONTRACT EXISTING JOIST GIRDER FOR PARTIAL DEMOLITION L6x6x1 /2 x1'-0" WITH 1/2- STIFFENER - T&B 1 4 SECTION 3/4"=1'-0" C8x13.75 BOTH SIDES OF J.G. FIT TIGHT TO HORIZ LEG OF TOP & BOTT CHORD 2 1/4 3 4/43 EXIST JOIST 1 2TO REMAIN 2 I 1 1 1 1 I � 1 1 1 1 1 I 3/4" CAP PLATE I � 1 1 1/4 1 1/4 �- NEW J.G. i REF PLAN 1 I I 1 1 1 1 I ' 1 1 NEW COLUMN, REF PLAN I NOTE: -� ' FIT C8'S BOTH SIDES 11GHT TO COLUMN FLANGE AND FULL WELD FULL HEIGHT TO COLUMN SECTION 3/4"=1'-0" 1/2" PLYWOOD DECK WITH #10 TEKS IN 6:12 PATTERN LIGHT GAGE CLIP WITH POWDER ACTUATED FASTENERS TO TOP OF CMU (BY LIGHT GAGE MFR) INFLECTION POINT .L REF ARCH Y EXIST 8" CMU PANE REIN CON( LOAF 1-V JI VI\ JIL.{-L VL/1111 Vt\ 11\V JJ REF PLAN EQUIPMENT CURB SUPPORT NOTES: 1. EXTENT OF THE CURB SHALL BE DETERMINED BY CONTRACTOR & MECH SUB -CONTRACTOR UNIT SUPPLIER'S CUT SHEETS 2. GC TO FURNISH THIS INFORMATION PROMPTLY TO THE STEEL DETAILER 3. SUPPORT ANGLES MAY BE DELETED FOR SELF SUPPORTING CURB MANUFACTURER TO SUBMIT CALCULATIONS AND DETAILS PREPARED BY A REGISTERED ENGINEER FOR ARCHITECT'S REVIEW /�5� RTU SUPPORTS 1 T.O. FRAMING REF ARCH LIGHT GAGE STUD C6x8.2 CON TYP C6x8.2 AT 4'-0" 0 4" 11 STEEL ROOF DECK TO REMAIN -� VERT REINF TO CONTINUE OVER CONT TRACK I I 1 INFLECTION POINT .n REF ARCH. I I I I 1 1/2" EXTERIOR GRADE PLYWOOD W/ #10 TEKS IN 6:12 PATTERN I I I 1 I I T I 1 I 1 LIGHT GAGE BRACE I 1 I I I I C I I I 1 LIGHT GAGE TRACK WITH HILT] X -U FASTENER TO 1 NS & 3/16 CHANNEL OR EQUAL FS 3 16 (BY LIGHT GAGE DESIGNER) EXIST DECK TO REMAIN BELOW NEW C JOIST, REF PLAN REF ARCH 1 SECTION 3/4"=1'-0" SECTION AL REF ARCH BO BEAM EL BEAM, REF PLAN AND DETAIL 7/S4.0 FOR CONN'X TO COL'N HSS COLUMN, REF PLAN (EXTEND TO 8" ABOVE ROOF DECK & SOLID GROUT) 14 SECTION S4.0 3/4"=1'-0" O DIA.x5"' HSA AT 24" OC ACROSS 'OP FLANGE 2) #5 EXTEND 24" PAST JAMB 'ROVIDE BLOCK TIES ►T 16" OC WELD TO 'A SIDE OF WEB 'ACE SHELLS ?EF ARCH BO BEAM EL DIA.x5"' HSA AT 24" OC ACROSS TOP FLANGE /-(2) #6 EXTEND 24" PAST JAMB 8" CMU WALL PLACE FACE SHELLS AROUND BEAM U_ 0 7-0 aW2 wii0o M = W 0 Z❑ CO z r�UP2X O- r -W ❑�❑a�0 �Pci UjZ =<WZZW0Wc� WWW Uj W- U U irO a} w _ ~ � 3r. U 0��D5;x oma co 0LULU CO o� This item has been electronically signed and seated by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. ROOF FRAMING DETAILS w LQ `O 2004 Issue Date: 170264 z O N • Drawn By: Checked By: 7 M M 0 W O N •� r N T Co � Q - 3 u U D _ 3 + ~ Q} O o a 4-J M •� N L N s � ca ❑ U W 00 L Qo M L w N N 0 .Q O N s M rn 7 1_ F M LOo U O a S O O N O o` U. -o o, = U_ 0 7-0 aW2 wii0o M = W 0 Z❑ CO z r�UP2X O- r -W ❑�❑a�0 �Pci UjZ =<WZZW0Wc� WWW Uj W- U U irO a} w _ ~ � 3r. U 0��D5;x oma co 0LULU CO o� This item has been electronically signed and seated by Grant S. Courtney, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. Sheet Name: ROOF FRAMING DETAILS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: • Drawn By: Checked By: r N T Co O M O � ca ❑ 0 .Q € 7 1_ o a S o` U. -o o, = � (A 3 ❑ _ r 0 Z Sheet Name: ROOF FRAMING DETAILS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: • Drawn By: Checked By: �`J -- -- ------ ------ -- 1 1.1 1.5 1.8 2 2.1 2.5 21.5 (N} 3 3.7 (N) 4 4.4 5 5.3 (N� 5.7 5.7.8 N� 5.8 6 6.3 (N) 7 I II I I I I I I I 1 I I I I I I I I I I I I f I I I I I I I I I I I I I I I I 1 II I I i i I I I I I I I I 1 I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I 0.3 1.2 1.4 1.8 2.1.1 2.4 11 1'/5,000 I 11 'i'/5�00 ------ ------ ------- L ---------- I i I I I t 1 i I I I I I I I I I t I I I I I I I I I I I I I I I II I o T I I II I I I I I I I II I I I I II 1 I I I I I I I I I I I I I i II I I I I 1 I I I I I I � I I I I I I I , I I I I I I I t I I -- - _ --j T- -- II -- T I -- T ----- �- �t -----------� - ---------_ __ - _ _ I I IT u I I I II I I II I I I 1 - r 1-- -t ---- ----------It -------- -- i- ---}--- -- -- -- - -- -- -- ---1 -Ir4 -- a-�-- -I- ---�-- -------- - -- -- I ---- I I I I I I i I I I i I I I I I I II I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I 2.7 2.8 2.9 (N) 3.4.f (N) 3.4.1(N) 3.8 (N) 4.8 (N) (N) 4.9 5.4 (N) (N) 4 6.2 (N) 6.7 (N) MECHANICAL ROOF PLAN 3/32"=1'-0" L CONTRACTOR NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONAL LAYOUT OF ALL ROOF EQUIPMENT. CONTRACTOR DEMO NOTES: 1. ALL EXISTING MECHANICAL ROOF EQUIPMENT NOT SHOWN ON THIS PLAN IS TO BE DEMOED AND SCRAPPED. CONTRACTOR IS TO REFERENCE ARCHITECTURAL SHEETS/ROOF PLANS FOR EXISTING EQUIPMENT ON ROOF. ALL EXISTING ROOF PENETRATIONS UTILIZED BY DEMOED AND REMOVED EQUIPMENT SHALL BE INFILLED AS REQUIRED BY ARCH/STRUCTURAL BY LAND LORD APPROVED ROOFER. 2. CONTRACTOR IS DEMO AND SCRAP ALL INTERIOR MECHANICAL ITEMS, INCLUDING BUT NOT LIMITED TO, DUCTWORK, PIPING, FANS, AIR DEVICES, VENTING AND PUMPS. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS. GENERAL MECHANICAL NOTES: 1. ALL CONSTRUCTION TO BE ON BUILDING LINES. MECHANICAL NOTES BY SYMBOL "O" OENSURE 10' BETWEEN ALL EXHAUST OUTLETS AND ALL OUTDOOR AIR INTAKES. DPOOL & DOMESTIC WATER HEATER INTAKES & FLUES UP THROUGH ROOF. PROVIDE WEATHER CAP & BUG SCREEN. ENSURE 10' HORIZONTAL OR 4' VERTICAL DISTANCE FROM ALL OUTDOOR AIR INTAKES. OPOOL & SPA HEATER INTAKES & FLUES TO BE NOVAFLEX Z -VENT DOUBLE WALL STAINLESS STEEL DOMESTIC WATER HEATER FLUES TO BE PVC. ORTU IS TO BE INSTALLED WITH SUPPLY DUCT TRANSITIONS INSIDE CURB AT EARLIEST AVAILABLE ELEVATION FOR FUTURE TO CONNECTION TO SUPPLY PLENUM. SEE DETAIL 3/144.0 FOR MORE INFO. RETURN DUCT IS TO BE FULL SIZED RETURN DROP STUBBED INTO SPACE AND TERMINATED FLUSH WITH BOTTOM OF DECK. TERMINATE BOTH DUCTS WITH WIRE MESH AND PLASTIC COVER. ONO DUCT LINER ALLOWED. ALL OPEN CEILING DUCTWORK IS TO BE DOUBLE WALL RECTANGULAR OR EXTERIOR INSULATED WITH SHEET METAL SLEEVE. OTYPICAL ABOVE CEILING RTU INSTALLATION. REFERENCE DETAIL 2/M3.1 FOR MORE INFO. CONTRACTOR IS TO PROVIDE FULL SIZE DUCT DROPS INTO SPACE. NO DUCT LINER ALLOWED. TERMINATE RTU DROPS WITH WIRE MESH AND PLASTIC COVER. ORTU -12 IS TO BE PROVIDED WITH ALUMINUM DUCT DROPS. NO GALVANIZED STEEL DUCTWORK ALLOWED ON POOL UNITS. OPROVIDE POOL & POOL EQUIPMENT EXHAUST FAN WITH ALUMINUM DUCT DROPS. NO GALVANIZED STEEL DUCTWORK ALLOWED. OPROVIDE TYPICAL FULL SIZE DUCT DROPS FROM EF INTO SPACE. TERMINATE WITH WIRE MESH AND PLASTIC COVER. 10 BAROMETRIC RELIEF HOOD IS TO BE PROVIDED WITH FULL SIZE 48X48 THROAT INTO TENANT SPACE. TERMINATE FLUSH WITH BOTTOM OF DECK WITH WIRE MESH AND PLASTIC COVER. 11 FULL SIZE RETURN DOUBLE WALL DUCTWORK DROP DOWN TROUGH ROOF, PROVIDE TRANSITIONS AS REQ TO CLEAR STRUCTURE. RETURN DUCT IS TO PENETRATE INTO SPACE & TERMINATE WITH FULL SIZE RETURN GRILLE HIGH & TIGHT TO STRUCTURE. SIZE RETURN GRILLE TO FIT TYP. DUCT DROP. REF. DETAIL 3 ON SHEET M3.1. 12 SUPPLY PLENUM TO REMAIN HIGH & TIGHT TO BOTTOM OF JOISTS. CONTRACTOR TO PROVIDE DOUBLE WALL DUCTS AND TRANSITIONS AS REQUIRED TO ENSURE TOP OF PLENUM SITS FLUSH WITH BOTTOM OF JOIST. CONTRACTOR SHALL PROVIDE SHOP DRAWING SPECIFYING INTENDED DUCT TRANSITIONS & FINAL SUPPLY PLENUM ELEVATION. NOTIFY ARCH/ENG. UPON PLENUM HANGING BELOW BOTTOM OF JOISTS. REFERENCE DETAIL 3 ON SHEET M3.1 FOR TRANSITIONS & TYPICAL INSTALL. FLL 0 J O�Wz QW��-waUO �za-� m�=wOz8 z C1 wzaWO N2wN=`t W = > ? Z w z =Q W ►1lOwx U' SWC<O<2 a�� W W W U WW O (L LU ��v 00=wW¢Wr-w ��m0H 0LULL This item has been electronically signed and sealed by James F. Turner, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 1- t -- Z oM CN Issue Date: 170264 Z O N M�2,0 Drawn By: ( M M O N UDS 0 V) m N � 4-)x C �: U 3 ti M O c 4--) a io � Q C- M N U O w 2-0 � M O w ^L W ~ Z C 0 .n OM L N D r rU V / F M N U O o �- U O O t\ O ON O Q LL N FLL 0 J O�Wz QW��-waUO �za-� m�=wOz8 z C1 wzaWO N2wN=`t W = > ? Z w z =Q W ►1lOwx U' SWC<O<2 a�� W W W U WW O (L LU ��v 00=wW¢Wr-w ��m0H 0LULL This item has been electronically signed and sealed by James F. Turner, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 1- t -- Proj #: Issue Date: 170264 08-07-2017 Sheet No.: M�2,0 Drawn By: Checked By: C) 0 ti M O O C 0 .n N -a o a� d U U rn -o m = 3 y N 0 Z o � Sheet Name: MECHANICAL ROOF PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: M�2,0 Drawn By: Checked By: 1 CURB BY AC UNIT MANUFACTURER ALL ROOF CURBS, RTU ATTACHMENTS/CURB TIE DOWNS SHALL BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 1620 FOR THE FOLLOWING WIND CONDITIONS: WIND SPEED MPH 3 SECOND GUST: -ULTIMATE WIND SPEED: 144 MPH -SERVICE WIND SPEED: 112 MPH WIND EXPOSURE CATEGORY: C RISK CATEGORY. III AC UNIT PROVIDE BOLT TO SECURELY FASTEN SEISMIC STRAP TO UNIT. 2 -INCH WIDEx8-INCH LONG 18 GAUGE STRAP. MINIMUM ONE PER SIDE CENTERED ON UNIT. PROVIDE LAG BOLT TO SECURELY FASTEN SEISMIC/WIND STRAP TO CURB. NAILER STRIP RIGID INSULATION FLASHING ROOFING (VERIFY TYPE WITH ARCH. SPECIFICATIONS.) CANT STRIP LEVELING STRIP ROOF DECK EQUIPMENT CURB DETAIL SCALE = NONE SUPPLY PLENUM IS TO BE INSTALLED BY LAND LORD CONTRACTOR. CONTRACTOR IS TO COORDINATE DUCT TRANSITIONS PRIOR TO RTU INSTALLATION. *NOTES: TYPICAL 15 TON LENNOX SHOWN. CONTRACTOR TO ORDER DUCT TRANSITIONS FROM PROVIDED TABLE & TYPICAL DUCT DROPS. REF. MANUFACTURE CUT SHEET FOR DUCT DROP & ROOF CURB PENETRATION SIZES. NO DUCTWORK OR DIFFUSER IN SPRINKLED AREA TO BE WIDER THAN 46" IN ANY DIRECTION AS TO NOT CONFLICT WITH THE REQUIREMENTS OF NEPA 72. _,r,r„„AI M1.1 DUCT TRANISTION---- FROM 0 TO SQUARE. SQUARE DUCT TO BE SAME AS RUSKIN DLD CAP SIZE. REF DLD SCHEDULE (BELOW) FOR CAP SIZE. RUSKIN DLD DIM. MODEL #I GT TLBSSIZE CAP F DLD-2010 53.0 24X24 240 DLD-2510 62.0 28X28 280 FRONT PROFILE* ROOF MOUNTED RTU REF. SHEET M1.0 FOR SIZE. FLEX DUCT AS REQUIRED. FACTORY SUPPLIED ROOF CURB. FILED COORDINATE & INSTALL. DUCT TRANSITION FROM TYPICAL DROPS TO 0 DUCT AT EARLIEST AVAILABLE ELEVATION. REF. RUSKIN DLD DIM. TABLE FOR FINAL 0 DUCTWORK SIZE. SIDE PROFILE* 0 DUCTWORK AS REQ.— TO KEEP TOP OF SUPPLY PLENUM FLUSH WITH BOTTOM OF JOISTS ROOF MOUNTED RTU REF. SHEET M1.1 FOR SIZE. DUCT AS REQUIRED. FACTORY SUPPLIED ROOF CURB. FILED COORDINATE & INSTALL. F —F---� DUCT TRANSITION FROM TYPICAL DROPS TO 0 DUCT AT EARLIEST AVAILABLE ELEVATION. REF. RUSKIN DLD DIM. DUCT TRANISTION ®® TABLE FOR FINAL 0 DUCTWORK SIZE. FROM 0 TO SQUARE. RECTANGULAR DUCTWORK WITH SQUARE DUCT TO BE SAME EXTERNAL INSULATION PER SPECS AND AS RUSKIN DLD CAP SIZE. WRAPPED WITH A SHEET METAL SLEEVE. REF DLD SCHEDULE PAINT LINER TO MATCH BOTTOM OF (LEFT) FOR CAP SIZE. DECK. NO LINER EXPOSED TO AIR STREAM ALLOWED. RUSKIN DLD SUPPLY PLENUM INSTALLED 45' FROM BUILDING LINES. SUPPLY PLENUM TO REMAIN HIGH & TIGHT TO BOTTOM OF JOISTS (TOP OF SUPPLY PLENUM TO BE FLUSH WITH BOTTOM OF JOISTS). OPEN AREA RTU MOUNTING & DUCT TRANSITION DETAIL (RTU -2.3.4.5 & 7 SCALE = NONE + <<. E+ 0 5 1 billwill I a I 1 0 *61 S.A. DUCT R.A. DUCT WITH INSULATION WITH INSULATION PER SPECS. NO DUCT LINERS PER LAF SPECS. ALLOWED. CONTRACTOR IS TO PROVIDE FULL SIZE CEILING DUCT DROPS INTO SPACE FOR FUTURE CONNECTION ON ALL UNITS ABOVE CEILINGS. UPON STUBBING INTO BUILDING LANDLORD CONTRACTOR IS TO TERMINATE DUCT DROPS WITH WIRE MESH AND PLASTIC COVER. FOR ALL_RTU'S TO BE LOCATED OVER OPEN CEILING AREAS. CONTRACTOR IS TO PROVIDE DUCT TRANSITIONS IN CURBS AT HIGHEST AVAILABLE ELEVATION, REF DETAIL 3 FOR DUCT DROP TRANSITION DETAIL FOR OPEN CEILING RTU'S. 27" MINIMUM CLEARANCE PER VENT LISTING BY MFR AND CODE. FLUE DETAIL SCALE = NONE TYPICAL ROOF TOP UNIT MOUNTING & DUCT STUB IN DETAIL SCALE = NONE LISTED GOOSENECK LAP SEALANT INSTALL PER MFG FLASHING INSTRUCTIONS ADHESIVE ---. CANT STRIP - CAULK JOINTS. SEAL WATER TIGHT. LAP SEALANT COUNTER FLASHING FLASHING FASTEN FROM BELOW MINIMUM 8 PLACES ROOF BACKDRAFT DAMPER DOWN INTO TENANT SPACE. TERMINATE WITH WIRE MESH AND PLASTIC COVER. MINIMUM NOTES 1. IN AREAS WHERE ROOF IS BALLASTED, REMOVE EXISTING BALLAST FROM AROUND OPENING. SURFACE MUST BE CLEAN AND SMOOTH, FREE FROM WATER, OIL AND LOOSE MATERIAL. AFTER INSTALLATION REPLACE BALLAST AROUND FINISHED CURB. 2. CANT CURB AS REQUIRED FOR LEVEL INSTALLATION. 3. PROVIDE REQUIRED TIE DOWN KIT. SEE BOXED NOTE FOR WIND SPEED CONDITIONS. ROOFTOP EXHAUST FAN DETAIL SCALE = NONE EXHAUST FAN NEOPRENE FASTEN FAN TO CURB WITH 1/4"0 x 3/4" LAG SCREWS. ONE EACH SIDE. ROOF 2 x 8 MINIMUM OR PREMANUFACTURED CURB ALL FAN ROOF CURBS, ATTACHMENTS/CURB TIE DOWNS SHALL BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 1620 FOR THE FOLLOWING WIND CONDITIONS: WIND SPEED MPH 3 SECOND GUST. -ULTIMATE WIND SPEED: 144 MPH -SERVICE WIND SPEED: 112 MPH WIND EXPOSURE CATEGORY. C RISK CATEGORY. III This item has been electronically signed and sealed by James F. Turner, PE, on the date shown on the time stamp using digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. I= a 0 U_ of to 8 U w 0 0 n N N 0 0 z Sheet Name: C/1 w v)�0 ZOCN Issue Date: 170264 z a O kv • Drawn By: W M Mfo Al U) mr- V) m O C M V 3 F- � 0 M -01 M 41 Q N N L In C_ W U W 00 L 0 M 0 Q a L w a W O O N N O W s it It M V7 W O U � O C14 O ¢ LL_ N This item has been electronically signed and sealed by James F. Turner, PE, on the date shown on the time stamp using digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. I= a 0 U_ of to 8 U w 0 0 n N N 0 0 z Sheet Name: C/1 Proj #: Issue Date: 170264 08-07-2017 Sheet No.: • Drawn By: W Al Q M U � M Q W 0 Q a a W O O W This item has been electronically signed and sealed by James F. Turner, PE, on the date shown on the time stamp using digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. I= a 0 U_ of to 8 U w 0 0 n N N 0 0 z Sheet Name: MECHANICAL DETAILS Proj #: Issue Date: 170264 08-07-2017 Sheet No.: • Drawn By: Checked By: NOTES THIS SHEET BY LANDLORD: DUCT -MOUNTED SMOKE DETECTOR. INTERLOCK WITH UNIT TO DE -ENERGIZE UNIT UPON DETECTING SMOKE. O BY LANDLORD: INTERLOCK EXHAUST FAN WITH ROOF TOP UNIT VIA 480/277V, 3-PHASE UNIT AUXILIARY CONTACTS. REFER TO EMS5.0 FOR ADDITIONAL 1 POWER CO XFMR. INFORMATION. 3 BY LANDLORD: ROUTE UNIT WIRING, FAN WIRING, CONTROL WIRING & SERVICE RECEPTACLE WIRING THROUGH ROOF INSIDE BUILT-UP MECHANICAL EQUIPMENT ROOF CURB. NO EXPOSED ROOF PENETRATIONS UNLESS OTHERWISE INDICATED. MAKE FINAL CONNECTIONS TO UNIT. TERMINATE CONDUIT AND FEEDER AT LAF ELEC ROOM WITH 25FT FEEDER COIL. LABEL COIL "RTU #, 48OV, 30, CIRCUIT-. [INSERT ACTUAL RTU NUMBER FOR '#' AND ACTUAL CBM.UIT NUMBER FOR 'CIRCUIT'.l - 1 1.1 1.5 1.8 2 2.1 2.5 2.7.5 (N) 3 3.7 (N) 4 4.4 5 5.3 (N) 5.7 5.7.8(N) 5.8 6 6.3 (N) (4)4-C FOR POWE jt ROOF/WALL FOR LA FITNESS SIGNAGE. SIGNAGE SHALL BE (1)1-1/2-C FOR ME LOCATED PER ARCHITECT. COORDINATE LOCATION WITH SIGN & (1)4-C SPA E SUPPLIER AND OWNER. PROVIDE J -BOXES ALONG FULL LENGTH 0 ACROSS REAR DRIVE 0 SIGN, CONFIRM QUANTITY WITH SIGNAGE SUPPLIER. COORDINATE , XFMR LOCATI N J -BOX LOCATION WITH SIGN VENDOR. PROVIDE DISCONNECT CAPABLE OF BEING LOCKED IN THE OPEN POSITION. PROVIDE WEATHERPROOF J-BOX/DISCONNECT IF EXPOSED. 53'-25 BY LANDLORD: APPROXIMATE LOCATION OF 1-1/2- CONDUIT _ STUB -UP THROUGH ROOF FOR SATELLITE TV DISH. COORDINATE 0 01 EXACT LOCATION IN FIELD WITH LA FITNESS AND TENANT INTERIO1 --,---...,,M000avlowv000000000000000 FCONTRACTOR. REFER TO E5.0 FOR WEATHERHEAD INSTALLATION ZMMZMMI DETAIL. 10 §; BY LANDLORD: APPROXIMATE LOCATION OF EXTERIOR LIGHTING H30/15/3/WP F 13 6 CONTROL PHOTOCELL MOUNTED ON ROOF AND FACED NORTH. u h 3#10,#105 3/4-C co ' - METER SOCKET ADJUST SENSOR PER OWNER'S REQUEST. COORDINATE EXACT OG, 3/4-C LOCATION IN FIELD NTH LA FITNESS AND TENANT INTERIOR j 8 8 E LB -64 HA / C-25/, WP p 10 ONTRACTOR. E LB -66 r 3#10,#10G /451C 0 8 - BY LANDLORD: WP GFCI RECEPTACLE AT EACH RTU. I FUTURE O WP/ GFCI I TENANTT-' BOLLARDS, REF 11 wi� ELECTRICAL ARCH. MAINTAIN BY LANDLORD: ROUTE FAN WIRING, & CONTROL WIRING THROUGH HAC-20, 2,24 1 3 RTU L- _ _ _ _ _ _ _ _ _ _ _ _ ROOM , . 8 I 1 3 _ 3 6 MIN ROOF INSIDE BUILT-UP MECHANICAL EQUIPMENT ROOF CURB. NO 601_ 3 RTU (®, SII 9 CLEARANCE PER EXPOSED ROOF PENETRATIONS UNLESS OTHERWISE INDICATED. ,#05/ 4 C 2 $ NEC 110.26 MAKE FINAL CONNECTIONS TO UNIT. TERMINATE CONDUIT AND 2 FEEDER AT LAF ELEC ROOM WITH 25FT FEEDER COIL. LABEL COIL EF -EF F NUMBER FOR '#' AN Ga--- -- --- -- -- -- -- ---1--- -- -- -- ---1 --- -- -- -�—HAC--19 -- -- -- --1 -- 1- -- --�-- ---� -- -L - - -5 -- LB -52 ACTUAL CIRCUIT NUMBER FOR 'CIRCUIT'.] D � '� 8 20V, CIRCUIT". ERT ACTUAL E - - - - - - - - - - - - 3#10,/OG 3%4 -Ca �a, BY LANDLORD: ROUTE FAN WIRING, & CONTROL WIRING THROUGH q � O ROOF INSIDE BUILT-UP MECHANICAL EQUIPMENT ROOF CURB. NO 0 rl 8 4 LB -50 c§, EXPOSED ROOF PENETRATIONS UNLESS OTHERWISE INDICATED. MAKE FINAL CONNECTIONS TO UNIT. TERMINATE CONDUIT AND r I mIWG FEEDER AT LAF ELEC ROOM WITH 25FT FEEDER COIL. LABEL COIL GFCI -EF #, 480V, 10, CIRCUIT-. [INSERT ACTUAL EF NUMBER FOR fl AND ACTUAL CIRCUIT NUMBER FOR 'CIRCUIT'.] b 1 3 RTU r, i i I p; r> I BOOSTER PUMP AND DISCONNECT (30/20/3) PROVIDED AND ROUTE CONDUIT AND i �a 70 -4 10 INSTALLED BY LANDLORD. TERMINATE CONDUIT AND FEEDER AT FEEDERS BACK TO LAF---� - LAF ELEC ROOM WITH 25FT FEEDER COIL. LABEL FEEDER I ELEC ROOM. PF�OVIDE 25FT �AC-311,33,35 'BOOSTER PUMP, 48OV, 30, 7620W'. EXTEND EXISTING CONDUITS TO EXISTING TELE/DATA BOARD _=- i o -- E.6 FEEDER COIL. LABEL COIL I /�w II -RTU RECEPTACLES, 120V, 1 #1'3#OG 3/ ,"C ,o 1080W, LB-43-� P' 1 I I I I I li I I I I I I I I I I I 1 I I r I I 1 1 1 I I I 1 2 J I 'J m -- -- -- -- -- -- -- -- -- - -- -- -- ---RAC113,15,-U - I I I I I I I I 60/I I I I I 5/3/WP Tl1 �I 3#6,#1 G,3/4 -C GF 11 1 3 I! 0 7 5' O' FU REQ' -- -- -- -- -- -- - -- -- -- - -- -- -- - --- 1 3 RTU Ia�L� 1 TE ANToi (5)4- C OVERHEAD F R TENANT ) i (N) 5 L—r /V WP TELE/DATA. PROVIDE PULL BOXES AS GFCI i ROM i REQUIRED. �- -- I I I I I 30/20/36/WP , f 1 3#10,#10G;3/4 -C LB -46 TU 1 3 I 6 WP M I -------------- - -- -- - - - -- I I I I I I I 7 I ' I I I I I I 8 n I C' S ,3 ;12 L TYP. 3#6,�/(G3/e I I I I I G I I I I I I I I I I I I 1�IQ LB -4 U F RT 1 3 GFCI I 8 EF M 12 co TU 3 I I I I I II I I 1 1 3 4 I I I I m I I I I I I I I I I h I I I I I I I I I I I I INAC -32,34 ,36 60/60/3/WP 3#4,#10G,1 -C I I I I I II I I I I I I I I I HAC-7,9,11 H C-2,4,6 c� 60/45/3/WP 60/ 0/3/WP 3#6,#10G,3/4 -C #6,# / " 3 1 ,3 4 C I I I I I Ij I I I I I I I I I I I RTU 0 1 3 RTU 0 9 1 . 1 3 ��� / 2� 3 \��EF � HAC-37,39 41 as 1 I BB I I I I I I I I I I I I• I '' ��Q I I �I�IQ I I 30/6/3/WP I I I I I GFCI WP L GM I I I I I Ij I I I I I I I I I I 1 11111`,.ISII 10 1 FUTURE TENANTS LA FITNESS TENANT 1. NO WORK HIS AREA UN ESS INDICATED -OTHERWISE AREA QF WOEK 0,11111 1, l000 C-1, , 30/20/3/WP f 1 �II 3#10,#10G,3/4 -C oITLJ 1 1, 1 1 - - - - - - - - - - - - WP 1 ROUTE CONDUIT AND GFCI ROUTE CO DUIT AND FEEDER BACK TO LAF FEEDERS ACK TO LAF I ELEC ROOM. PROVDIE 25FT (ELEC ROOM. PROVIDE 25FT FEEDER COIL. LABEL COIL FEEDER C IL LABEL COI B 2 (N) -EXTERIOR EM LTG, 277V, FOR CANOPY MOUNTED SPEAKER 1-C ROUTE UP HIGH TO I -RTU REC4PTACLES, 1201, 59W, EM INV 1/1-. COORDINATE LOCATION WITH LAF 1080W, L&-45-. 1 I STRUCTURE. TERMINATE NEAR B.1 (N) PRO CT ENGINEER FR T WAL '181 YVP WP 46 F15 ISI F5 151 �� - - - - - --' -- -I; 51 I�� -- - - - ------------ ,,, _ - - - - - F14A (N) F9IXT01 T9 $.' L F9IXT017 _ _ _ _ _ _ _ _ F9IXTQ17 9, � _ _ _ RO TE CONDUIT AND - - N --------------------------- ---- 1 FEEDERS BACK TO LAF 4 — —�- — — — A.4 ( ) �- - - - - - - �IFL�� ROt�M.-PROVIDE-25FT — — — — -1 __TE�C�NDUFT�4ND— - - -� - - - - - APE FFF --- -1 - - - ROUTECONDUIT AND [EEDE S ACK TO ' F-------------------- -- --------------- i 11, ; SEDER COIL. LABEL COIL FEEDER 1 ACK TOL 4I R TE CONDUIT AND ®------------ - - ;EX RIOR BLDG SIGN, ELEC ROOM. ROVDIE 25 EC 0 PROVIDD 25FT FEE ERS BACK TO LAF - EDE CIL. LABEL COIL n 20 1200W LB -42 FEEDER C01 LABEL COL L ROOM. PROVIDE 25FT -EXTERIOR I'M LTG, 277V,' "EXTER OR LOGO SIGN, FEEDER COIL. LABEL COIL 20V, 20 W, LB -44". 27W, M INV#1/4 . 1 I of EXTERIOR CANOPY LTG, 277 , 666W, ON HA -35'. 0.3 1.2 1.4 1.8 2.1.1 2.4 2.7 2.8 2.9 (N) 40(N) 3.47 (N) 3.8 (N) 4.8 (N) (N) 4.9 5.4 (N) (N) 4 6.2 cN) 6.7 (N) ele, ELECTRICAL FLOOR PLAN 3/32"=1'-0" GENERAL NOTES A. EXPOSED CONDUITS PROHIBITED UNLESS SPECIFICALLY APPROVED IN WRITING. B. ROUTE CONDUITS UP THROUGH (INSIDE) MECHANICAL ROOF CURBS UNLESS OTHERWISE NOTED -NO EXCEPTIONS. DO NOT MAKE UNNECESSARY ROOF PENETRATIONS. C. ALL WIRING SHALL BE BELOW ROOF. D. ALL 125 -VOLT, 20 -AMP OUTDOOR RECEPTACLES SHALL BE LISTED WEATHER-RESTISTANT TYPE, AND SHALL HAVE GFCI PROTECTION FOR PERSONNEL. E. EXTERIOR LIGHT LOCAl10NS PER ARCHITECTURAL EXTERIOR ELEVATIONS. F. MC CABLE IS ALLOWED WITHIN 6FT OF RECEPTACLE OUTLETS AND AS 6FT LIGHTING WHIPS, EXCEPT IN WET AREAS. ALL CONDUIT SHALL BE RIGID IN WET AREAS. REFER TO ARCHITECTURAL DRAWINGS FOR LIMITS OF WET AREAS. G. ALL ELECTRICAL RUN SHALL BE IN CONDUIT, NO EXCEPTIONS. ALL ROOFTOP EQUIPMENT IS TO BE CIRCUITED BY LANDLORD. ROOFTOP EQUIPMENT TO INCLUDE ALL RTU'S AND EF'S. REF SHEET M1.0 FOR SCHEDULE. PROVIDE ALL TEMPORARY LIGHTING. EMERGENCY LIGHTING, AND EXIT SIGNAGE AS REQUIRED. ALL PERMANENT LIGHTING. 'EMERGENCY LIGHTING. AND EXIT SIGNAGE SSSSH�BE PROVIDED IN TENANT SCOPE OF WORK. FIRE ALARM SHALL BE INSTALLED BY LANDLORD AS REQUIRED BY AHJ. FIRE ALARM SYSTEM SHALL HAVE THE CAPACITY TO ADD TO AND/OR THE ABILITY TO BE MODIFIED TO INCORPORATE ANY DEVICES REQUIRED BY CODE FOR TENANT'S WORK. FIRE ALARM SYSTEM SHALL COMPLY WITH NFPA 101, SEC.18.3.4, AND WITH NFPA 72, CHAPTER 6 REQUIREMENTS. THE FIRE ALARM CONTRACTOR SHALL PREPARE CERTIFIED CONSTRUCTION FIRE ALARM DRAWINGS, IN ACCORDANCE WITH SPECIFICATIONS, LOCAL, STATE, AND FEDERAL CODES AND THE REQUIREMENTS OF THE LOCAL/STATE FIRE MARSHAL. WITHIN LAF TENANT SPACE REMOVE ALL INTERIOR LIGHT FIXTURES, EXTERIOR BUILDING MOUNTED LIGHT FIXTURES AT FRONT OF BUILDING. BUILDING SIGNAGE CONDUIT, FEEDERS, EQUIPMENT, ETC BACK TO RESPECTIVE PANELS REMOVE PANES WITHIN LAF TENANT SPACE BkCK TO UPSTREAM PANELS LOCATED OUTSIDE OF LIMITS OF LAF TENANT SPACE. EXTERIOR BUILDING MOUNTED LIGHTING ON REAR AND SIDE OF BUILDING SHALL REMAIN IN OPERATION. This item has been electronically signed and sealed by lames F. Turner, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. ELECTRICAL FLOOR PLAN W LQ \O 04 Z OM Issue Date: 170264 z \10 O N E�0,0 I Drawn By. W M (� w - N tor N Q 0 a--) 3 V M U 4� 11- M Q C -0 IR 10 Q Q s » s LU m U O 00W L Q0 M i%O,��w a L w N Z O � a ��z W O " L_ W s H U P r o p � U y U O O 0 �D O C) N 0 a5 a This item has been electronically signed and sealed by lames F. Turner, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. ELECTRICAL FLOOR PLAN Pmj #: Issue Date: 170264 H Sheet No.: E�0,0 I Drawn By. W (� N N Q M 11- M Q m 0 O i%O,��w a p Q O � a ��z W a O W � H This item has been electronically signed and sealed by lames F. Turner, PE, on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. Sheet Name: ELECTRICAL FLOOR PLAN Pmj #: Issue Date: 170264 08-07-2017 Sheet No.: E�0,0 I Drawn By. Checked By: N N 11- M m 0 O p .Q U y N 0 a5 a U 0 ILL a, a m 3 o L o � Sheet Name: ELECTRICAL FLOOR PLAN Pmj #: Issue Date: 170264 08-07-2017 Sheet No.: E�0,0 I Drawn By. Checked By: item has been electronically signed and seated by dame umer, PE, on the date shown on the time stamp using i digital signature. ted copies of this document are not considered signed and seated and the signature must be verified on any electronic copies. Sheet Name: PLUMBING FLOOR PLAN Proj #: issue Date: 170264 08-07-2017 Sheet No.: P�o • Drawn By: d By: = COLD WATER RISER SIZE AS INDICATED ON PLANS BALL VAL FINISHED I TYPE 'L INSTALL THRUST BL�.,..,,.W ON PLANS WATER ENTRY DETAIL NO SCALE PRE -MANUFACTURED PIPE SUPPORT AS SPECIFIED. PRE -MANUFACTURED PIPE SUPPORT AS SPECIFIED. NOTE: PROVIDE TWO TI AND LARGER. CL Ur PROVIDE UNISTRUT. ANCHOR TO HVAC SUPPORT. PIPE CLAMP. TYPICAL. LVE I OUTLET SLEEVE AND CAULK 'ENETRATIONS CLAMP SECURED TO BLOCK GAS/CONDENSATE LINE PLUMBING LEGEND • CW COLD WATER • • HW HOT WATER • • • HWR HOT WATER RECIRC ------------------- V VENT SS SANITARY SEWER - GW --- GW GREASY WASTE CD CD CONDENSATE DRAIN - TD TD TRENCH DRAIN G G NATURAL GAS -MPG MPG MEDIUM PRESSURE NATURAL GAS AFF ABOVE FINISHED FLOOR VTR VENT THRU ROOF O CO FLOOR CLEANOUT 00 DCO DOUBLE (GRADE) CLEANOUT = WCO WALL CLEANOUT BALL VALVE N CHECK VALVE HOSE BIBB 0 SHEET NOTE CONNECT TO EXISTING AT THIS POINT. VERIFY EXACT LOCATION, SIZE AND CONDITION. PLUMBING GENERAL NOTES 360 MBH 3/4" 01. SPRINKLER PIPING TO YIELD TO DUCTWORK IN RESTRICTIVE AREAS. SPRINKLER PIPING ROOFTOP AC UNIT SHALL BE ROUTED THROUGH JOISTS. 02. ABS OR PVC PIPE ALLOWED TO REPLACE CAST OR DUCTILE IRON AT CONTRACTOR'S DISCRETION IF INSTALLED PER LOCAL CODE. 03. FLOOR DRAIN COVERS ARE TO CHANGE TO PVC DURING CONSTRUCTION AND BACK TO BRASS AFTER FINAL CLEANING. 04. ALL FIXTURE TO BE PROVIDED AS LEAD-FREE/LOW-LEAD OPTION AS APPLICABLE. ROOF TURN LEAD SAFE DOWN INSIDE VTR 1" MIN. I CLAMP SECURED TO BLOCK ROOF DECK GAS/CONDENSATE LINE SEE PLANS FOR VTR /—ROOF SIZE ROOF PIPE SUPPORT DETAIL NO SCALE ROOF —� CONDENSATE DRAIN DETAIL NO SCALE CONNECTION VENT HVAC EQUIPMENT 1" CONDENSATE CONNECTION REFER TO ROOF PLAN P3.0 FOR ROUTING/TERMINATION TRAP SEAL TO BE AS RECOMMENDED BY UNIT MANUFACTURER FOR SIZE OF UNIT. TO UNIT INLET CONNECTION amw GAS COCK UNION TYPICAL 6" DIRT LEG INSTALLED AFTER GAS COCK AND GAS INLET PRESSURE REGULATOR GAS CONNECTION DETAIL NO SCALE FROM GAS SUPPLY CEILING RUN VTR BETWEEN OR UNDER BAR JOISTS. INSULATE VENT PIPING PER ROOF DRAIN BODY INSULATION IN SPECS. CL. VTR 5'-0" (MIN.) - NOTE: SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR ROOF CONSTRUCTION. SLOPE REQUIRED ING WHERE VTR WALL RETAINING HANGER AS REQUIRED BY SPECIFICATIONS. PLUMBING FIXTURE CONNECTION SCHEDULE MARK FIXTURE W V CW HW MANUFACTURER SPECIFICATIONS REMARKS FD -2 FLOOR DRAIN 3 1-1/2 3/4 - RTU -3 CAST IRON BODY WITH NICKEL BRASS TOP, INSIDE CAULK OR NO -HUB 360 MBH 3/4" RTU -4 ROOFTOP AC UNIT 360 MBH 3/4" BOTTOM OUTLET AND FLASHING RING PROVIDED WITH WEEPHOLES. ROOFTOP AC UNIT 360 MBH 3/4" RTU -6 ROOFTOP AC UNIT 108 MBH ADJUSTABLE ROUND STRAINER WITH VANDALPROOF SCREWS. SMITH RTU -7 ROOFTOP AC UNIT 180 MBH 3/4" RTU -8 ROOFTOP AC UNIT 2005Y -A OR SIMILAR BY JOSAM, ZURN OR WADE. PROVIDE WITH 3/4" RTU -9 ROOFTOP AC UNIT 180 MBH 3/4" RTU -10 TRAP GUARD. HB -4 HOSE BIBB RTU -11 ROOFTOP AC UNIT 3/4 3/4" MAPA PRODUCTS MPH-24FP. FREEZE PROOF. PROVIDE ANTI -SIPHON. DP -1 DOMESTIC BOOSTER PUMP 3/4" RTU -13 3 300 MBH ARMSTRONG 6525 DUPLEX VFD BOOSTER PUMP. (2) 3HP MOTORS, WH -1 WATER HEATER (2) 199 MBH (EACH) 1 -1/4 - 6 6.3 (N) 7 POOL HEATER (2) 480V, 30. SET OUTPUT TO 80 PSI FOR 110GPM. RD -1 ROOF DRAIN CAST IRON BODY WITH FLANGE, EXTENSION, FLASHING RING WITH GRAVEL STOP, MUSHROOM DOME, 199 MBH 1 -1/4 - UNDERDECK CLAMP, AND ADJUSTABLE EXTENSION. OUTLET. NO -HUB OR THREADED. FURNISH EXTENSION FLANGES COMPATIBLE WITH ROOF INSULATION THICKNESS. REFER TO DRAWINGS. FURNISH LOW SILHOUETTE ALUMINUM VANDALPROOF DOME WITH VANDALPROOF SCREWS. SMITH 1010 OR SIMILAR s BY JOSAM, WADE, OR ZURN. OD -1 OVERFLOW DRAIN CAST IRON BODY WITH MEMBRANE FLANGE, CLAMPING COLLAR, GRAVEL GUARD, UNDERDECK CLAMP, NON-ADJUSTABLE 3 INCH HIGH WATER LEVEL REGULATOR OR DAM, THREADED, CAULKED OR NO -HUB M OUTLET AS REQUIRED. FURNISH EXTENSION FLANGES COMPATIBLE WITH ROOF INSULATION THICKNESS. FURNISH LOW SILHOUETTE ALUMINUM, VANDALPROOF DOME WITH VANDALPROOF SCREWS. SMITH 1070 � 1= 0 Si R Y A WA 0 ZU 1 a 0 0 DOWNSPOUT NOZZLE. VANDAL PROOF LOCK NUT, AND PIPE CLAMP. MANUFACTURER: ZURN MODEL DN -1 DOWNSPOUT NOZZLE Z199 -DC NO EXCEPTIONS. NOZZLE SHALL BE OF THE SAME SIZE AS THE DRAIN SERVED. VENT THROUGH ROOF DETAIL NO SCALE GAS LOAD CHART ITEM DESCRIPTION LOAD INPUT EQUIPMENT CONNECTION SIZE RTU -1 ROOFTOP AC UNIT 108 MBH 3/4 - RTU -2 ROOFTOP AC UNIT 360 MBH 3/4 - RTU -3 ROOFTOP AC UNIT 360 MBH 3/4" RTU -4 ROOFTOP AC UNIT 360 MBH 3/4" RTU -5 ROOFTOP AC UNIT 360 MBH 3/4" RTU -6 ROOFTOP AC UNIT 108 MBH 3/4" RTU -7 ROOFTOP AC UNIT 180 MBH 3/4" RTU -8 ROOFTOP AC UNIT 360 MBH 3/4" RTU -9 ROOFTOP AC UNIT 180 MBH 3/4" RTU -10 ROOFTOP AC UNIT 108 MBH 3/4" RTU -11 ROOFTOP AC UNIT 180 MBH 3/4" RTU -12 ROOFTOP AC UNIT 180 MBH 3/4" RTU -13 ROOFTOP AC UNIT 300 MBH 3/4" WH -1 WATER HEATER (2) 199 MBH (EACH) 1 -1/4 - 6 6.3 (N) 7 POOL HEATER (2) 199 MBH (EACH) 1 -1/4 - 0 SPA HEATER 199 MBH 1 -1/4 - TOTAL CONNECTED LOAD = 4139 MBH PROVIDE NEW MEDIUM PRESSURE GAS SERVICE, TOTAL DEVELOPED LENGTH = 320 FT INCLUDING NEW SERVICE LINE. COORDINATE NEW AT 5 PSI DELIVERY PRESSURE. MEDIUM PRESSURE GAS SERVICE WITH FLORIDA PUBLIC UTILITIES. GENERAL NOTES NOTES THIS SHEET A. ALL VENTS THROUGH ROOF SHALL BE A MINIMUM OF 10'-0" 1 PROVIDE LOW PRESSURE REGULATOR PRIOR TO CONNECTION z FROM ANY BUILDING AIR INTAKES AND 5'-0" FROM THE TO ROOFTOP EQUIPMENT. REF 2/PO.2 FOR GAS CONNECTION DETAIL. Drawn By: PARAPET WALL. O REGULATOR ON ROOF AND 1-1/2" LOW PRESSURE GAS DOWN TO B. MAXIMUM RUN OF LOW PRESSURE GAS PIPING SHALL SERVE TENANT WATER HEATERS. REFER 1 /PO.1 FOR CONTINUATION. NOT EXCEED 90'. 398 MBH. C. TERMINATE CONDENSATE INTO DOWNSPOUT. PROVIDE AIR GAP. REF DETAIL THIS O REGULATOR ON ROOF AND 1-1/2" LOW PRESSURE GAS DOWN TO SHEET FOR 1" CONDENSATE CONNECTION AT RTU. SLOPE 1/4" PER FOOT SERVE TENANT POOL/SPA HEATERS. REFER 1/PO.1 FOR ACROSS ROOF, OR MATCH ROOF SLOPE, AT A MINIMUM. ALL PIPING TO BE PVC CONTINUATION. 597 MBH. 341 UVR (UV RESISTANT PVC) PAINTED WITH WATER BASED LATEX PAINT, EITHER 4ROUTE CONDENSATE INTO ROOF DRAIN. REF DETAIL THIS SHEET. SLOPE WHITE OR LIGHT GRAY DEPENDING ON PIPE COLOR. PAINT COLOR SHALL BE 4" ER 00 AC SS OOF =� DIFFERENT COLOR THAN PIPE TO ENSURE FULL COVERAGE. PAINT PROVIDES 1 ADDITIONAL UV PROTECTION. PROVIDE PIPING SUPPORTS PER SPECS. O CONFIRM FINAL LOCATION OF VENTS WITH TI WORK PRIOR TO D. GAS LINES ON ROOF SHALL BE PAINTED SAFETY YELLOW. GAS LINE UP INSTALLATION. VENTS MUST BE CONCEALED IN T.I. WALL CONSTRUCTION, EXTERIOR WALL SHALL BE PAINTED PER ARCHITECT. COORDINATE WITH T.I. CONTRACTOR. EXTEND VENT 5' BELOW BOTTOM OF L ROOF. E. DEMO SCOPE: REMOVE ALL PLUMBING WITHIN THE SPACE NOT O SHOWN TO BE KEPT INCLUDING, BUT NOT LIMITED TO, WATER L w PIPING, VENT PIPING, FIRE SPRINKLER PIPING (ALL FIRE N SPRINKLER PIPING IS NEW ASIDE FROM RISER ITSELF). 4.4 5 5.3 (N) 5.7 51.8{N) 5.8 6 6.3 (N) 7 I I I I i I I I I I I I I I I I I I 2.5 2.1.5 (N) 13.7 (N) I I I I I I I I I EXIST ROOF DRAINS 1 I EF MINATE C�DENSATE INT PRIMARY VIA AIRGAP _ 1 II II &-VTRJ O' 3" 3" O O I Ij I I i I I I I I I I 1" R U Q 108 MBH 3" 1" CO' 4 . , RTU O O O 10 9 3/4" IM •ICO p.CO T O RTU D 180 H10 -�-- -- h - - ------1--- -- 1 - - ---�-- a - 5 -L1 _L L -- a� ---L-- -- »5 U laa BB 360 MBH 3/4" 3 VTR I i 1 1 I I i I I I I I I I 180 MBH 2" 1 1 1 13/410 1 GAS LINE UP FROM METER I h COI ml 3/4" I I• I R Iv 1 1 I I 1 1 1 I 1-1/�" ' 3 I 7 J3 N3/4" { �m 3/4» I Ij I I I I I 1 I I I 0 180 MBH I V 1 I I I I I I I I I � I 3/4" I m ---1 -- -- I » - - F 2 - - -- -- -- -- -- -- - - -- -- -- -- -- -- -- I Ij I 1 I I 11 CO -- -- -- - U R11U 0 CO Y O o � I! I I I RTU a� aB I I I I - J - - - - - L aLo� i ,-1/ " E - - - - - - - - - - - - - - - �� 1 360 MBH i I II I I I I I I I I I I I RGTU j 108 MBH I I I I I oe D I I I I I I f I I q CO - -- - E 4 2"Vl -- --�-- - -�»VT- -� --�-- - U » O I I I I I I I I 1 I I � I 3/4 I I I1 1 Ij I QlcO 43/4» T al 88 » 1-T R4U ala©� I 11-1/2 ` RTU 360 MBH 12 1 i m 300 MBH 1 r 1 I I 1 I 1 3 2 1 --�-- - j - -- --------�-- -- 7- -- -- --� r -i -r ---T-- -- - U I 3/4" I CO 3/4" 1-1 4 4 I 1 1 II HB -4 3/4" \-3/4- 3/4" 0. CO T O 0. COtw-'_ T O I,—� RZ a e B ('a�Q� RTU 360 MBH 360 MBH I Ij I I I I I I I I I I I I I II I I I I 1 I I I I 1 REF 3/P0.2 (TYP) Q 1 4 j 0 CO T j Bmill 11 - -- -- ------�-- -- ----------- -- -- --�-- T- -- -- 108 M1 H -r --�-- - -- I I I I I f I I I I I I I F I I I I I I I I I I I 6.2 (N) i ( I B.1 (N) --- _ 1 =_ g 1 I I 1 I —3"OD-1 IiENTRY-CANOPY - -1 - I - - --� -' ------ I------- -� I - (N) -------- T-7— I I I I 1 1 -- N - - - -�Fy r�! _ _ _ _ 3 IN ENTRYCAt - ----- -- - - - -- -- -- --- -14,11 1 3"RD T01 RIVE ISLE tHROUGH CURB FACA -�------ I I I I I II 1 1 / \/ C2.')9 C'/ \•' (N) "�{N) C��{N) C.) {N) (4.)8{N) {N)(4.) \5.•F/ {N) {N)\J.) �� 1�}.J (N) i6')7 {N) PLUMBING ROOF PLAN 3/32"=1'-0" This item has been electronically signed and sealed by lames F. Turner, PE, on the date shown on the time stamp using a digitat signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 2I2�G PLUMBING ROOF PLAN WLn Z OCN Issue Date: 170264 z M CN o cv P�002 Drawn By: Checked By: NCl Z > bow U 341 o C:-0 =� rq s « = q 0 U W 00 L M O p L w N z 0 O " L s n Z to M o � 1= Q a 0 0 o 0 p a `o o y V) This item has been electronically signed and sealed by lames F. Turner, PE, on the date shown on the time stamp using a digitat signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 2I2�G Sheet Name: PLUMBING ROOF PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: P�002 Drawn By: Checked By: NCl C) 0 o p 0 n 1= -o p a `o o y U_ a, -0 ami p z C) Sheet Name: PLUMBING ROOF PLAN Proj #: Issue Date: 170264 08-07-2017 Sheet No.: P�002 Drawn By: Checked By: LU 'n \o z OM (4 z ai O Cv (D ::3 M M 0 Q) z Q O m c cc 3 U 3 F°' o rqv J « s Q « V, LLJ 00 O E w Z Z N N of w MCt � M F Ln LU F O = p O O Ll p LL LL J OO �<wz �WPwa00 ca WO z-U)z AUG -mit O— Q�o=wzaw0 =�U)F-aWa= =¢wz-WOWS O=w¢M�=OF- � wp w w U X 0 a.w�Z��:U L) QWO�H 0 O CV J M N M Q� 0 Is E! Q7 CL O LL Ol 4 I I Sheet Name: COVER SKEET Proj #: 170264 Sheet No O Z Issue Date: 09-01-2017 U-0 . I ?yawn By: _.._.__ Chucked BY: WE?fK^ I KC >I N 00 KEYNOTES WL0 � Z ANU rIYINU IN IHt JUIJI JrAt:t, AJ LlUJt IU IHt FLUUK/KUUh UWK Issue Date: CENTERLINE OF LIGHT FIXTURE, OR CENTERLINE OF STRUCTURE, UNLESS 1. NOT USED. 17. INTERIOR SIGNAGE TYPE 1, BELOW ('EYEBROW' AT MAJOR ROOM ENTRANCES), SEE 4&5/A-7.4. FIELD INDICATED OTHERWISE. BY SHELL CONTRACTOR. 2. 30 L.F. OF FLUSH -SET 3" VENT CHANNEL, CENTERED ON SOFFIT. SEE 13/A-6.3. FRY REGLET E.I.F.S CONTRACTOR SHALL COORDINATE CEILING HEIGHTS WITH ALL VERIFY LED STRIP LIGHT LENGTHS AT SIGNAGE PRIOR TO ORDERING, ENSURE LIGHT FIXTURES FIT WITHIN 30. , , , . NOT USED. S/M/E/P/FA/FS COMPONENTS MOUNTED IN THE CEILING. PRIOR TO THE SOFFIT VENT DRM-625-V-300, OR EQUAL. BY SHELL CONTRACTOR. PAINTED GYPSUM BOARD SOFFITS, FIELD PAINT THE DIFFUSERS TO MATCH SIGNAGE. COORDINATE WITH LAF CASEWORK VENDOR. 31. AT THIS LOCATION, THE HIGH, GYPSUM BOARD, LIGHT COVE EXTENDS OVER LOWER, WOOD CEILING. 3. eENTER HGIFF RXPdRE ON PIER, SEE ELEMRONS FOR MOUNfING IIEIGFFF. NOT USED. 18. INTERIOR SIGNAGE TYPE 2, BELOW ('SECONDARY' SIGNAGE AT VENDING, DRINKING FOUNTAINS, AND OTHER 7. ALIGN FINISH FACE OF GYPSUM BOARD CLOSURE PANEL AT WOOD CEILING WITH FACE OF GYPSUM BOARD 4. MOUNT BASKETBALL LIGHTS TIGHT TO ROOF DECK. �' o � AREAS AS INDICATED), SEE 6&7/A-7.4. LIGHT COVE. SEE DETAILS. 5. 2430 CEILING ACCESS PANEL - SEE 15/A-7.2. 19. DROPPED WOOD CEILING AT AEROBICS AND CYCLING, SEE 1&3/A-7.5. 32. NOT USED. 6. 2430 EXTERIOR SOFFIT ACCESS PANEL, SEE 12/A-6.3. BY SHELL CONTRACTOR. 20. SIDE RETURN AT DROPPED WOOD CEILING, SEE 2/A-7.5. 33. NOT USED. 7. HEADER CONDITION AT POOL WINDOWS, SEE 5/A-7.2. 21. DASHED LINE IS THE LIMIT OF THE LAY -IN ACOUSTICAL TILE CEILING/FACE OF GYPSUM BOARD CLOSURE 34. . NOT USED. 8. SOFFIT CONDITION AT LOCKER ROOM VESTIBULE ENTRANCE, SEE 6/A-7.2 THE BASKETBALL COURT. PANEL. SEE 1&2/A-7.5. 35. NOT USED. 9. SOFFIT CONDITION AT POOL VESTIBULE ENTRANCE, SEE 7/A-7.2. 22. EXPOSED ROOF JOIST/ROOF GIRDER LOCATION, SEE STRUCTURAL DRAWINGS. 36. ONE ON ONE FAUX SKLYLIGI IT.- NOT USED. 10. LIGHT COVE DETAIL 1 (8"W, DRY LOCATIONS), SEE 8/A-7.2. 23. CONCENTRIC DIFFUSER LOCATION. INSTALLED BY THE SHELL CONTRACTOR. PAINTED BY TENANT 37' . 11. LIGHT COVE DETAIL 2 (1'-3"W, DRY LOCATIONS), SEE 9/A-7.2. CONSTRUCTION, OTHER SPECIFIC DETAILS ARE NOTED ON THE PLAN. CONTRACTOR. CENTERED. ALL STROBES SHALL BE CEILING MOUNTED. 11. 12. LIGHT COVE DETAIL 3 (8"W, WET LOCATIONS), SEE 10/A-7.2. 24. CENTER RECESSED DOWNLIGHT ON POOL BEAM. COORDINATE IN FIELD. 00NOUff SHAI± BE IBONIBEMED WFHIIN Wfid± FURRING. ALL BOXES Slb*L SFF FLUSH WITH :HIE OufsIBE 13. LIGHT COVE DETAIL 4 (1'-3"W, WET LOCATIONS), SEE 10/A-7.2. 25. FAUX WOOD TRUSS LOCATION, SEE ALL DETAILS ON A-2.10. CENTER ON PIERS ABOVE AT CLERESTORY.DIMENSIONS. IN A NEAT AND ORDERLY FASHION, SEE 9/A-7.5 FOR REQUIREMENTS. NOT 14. SYNTHETIC WOOD PANEL CEILING AT POOL, SEE 1,2,&3/A-7.3. 26. WOOD CEILING AND SUPPORTING GRID IN THIS AREA IS MANUFACTURER BY ARMSTRONG WORLD ' USED. 15. . (NOT USED) 6 INDUSTRIES, SEE I.D. DRAWINGS AND SPECIFICATIONS. 38. OVERHEAD UTILITIES INSTALLED BY SHELL CONTRACTOR. NOTIFY ARCHITECT IF NOT AT THE LOCATIONS 16. EXPOSED ROOF DRAIN LINES, PAINT TO MATCH CEILING. WHERE ROOF DRAIN LINES PENETRATE SOFFIT, 27. SUPPLY/RETURN AIR GRILLES. CENTER HORIZONTALLY IN EACH BAY OF THE CEILING. SEE SECTIONS INDICATED AND HELD TIGHT TO THE BOTTOM OF THE DECK. DO NOT PROCEED WITH WORK UNTIL DISCREPANCIES HAVE BEEN RESOLVED. PROVIDE 3/8" CLEAR, FINISHED JOINT IN GYPSUM BOARD AT PERIMETER OF PIPE PENETRATION. SEAL FOR MOUNTING HEIGHTS. GRILLES SHALL ALIGN AT EACH SIDE OF CEILING. ALL GRILLES SHALL ALL BE THE SAME SIZE. PAINT TO MATCH CEILING COLOR. 39. CONFIRM INSTALLATION CLEARANCE OF UTILITIES AT THIS CEILING FAN. NOTIFY ARCHITECT OF THE O WITH PAINTABLE JOINT SEALANT, STRUCK FLUSH. 28. NOT USED. Z DISCREPANCIES. DO NOT PROCEED WITH WORK UNTIL DISCREPANCIES HAVE BEEN RESOLVED. 29. . EXTERIOR SOFFIT MOUNTED SPEAKER LOCATION. COORDINATE FINAL LOCATION IN FIELD WITH LAF VENDOR. 40• SYNTHETIC WOOD PANEL CEILING AT SPA. SEE 6&7/A-7.6. 5' ,- " t ' 2,1 215 ° 1.5 �N� 3 3.3.1 3.4.2 �N� 3.7 �N� 4 4 ' 5.3 (,� IN)'6.3 32'-0" 0- a_ '- " 274 8 64'-0" 51'- 2" 43'-0" 40'-10" 42#-3f 32'-0" 18'-1" 13'-10" 5'-4" 23'-0" 23'-5" 79 . 15'-4" 25'-5" 28'-11 g'-5 6'-11" _. A- GENERAL SHEET NOTES i. uimuvaivilo MRL IML11 iU rim4r_ ur Jluu un MPZUNKT/UUNLKtlt, WL0 � Z ANU rIYINU IN IHt JUIJI JrAt:t, AJ LlUJt IU IHt FLUUK/KUUh UWK Issue Date: CENTERLINE OF LIGHT FIXTURE, OR CENTERLINE OF STRUCTURE, UNLESS oCNZ ABOVE, TO MAXIMIZE SPACE FOR DUCT INSTALLATION. Am2,,3 INDICATED OTHERWISE. 6. MECHANICAL DIFFUSERS AND GRILLES SHALL BE PREFINISHED IN 'WHITE' 2. CONTRACTOR SHALL COORDINATE CEILING HEIGHTS WITH ALL cu TO MATCH THE CEILING TILES. WHERE DIFFUSERS AND GRILLES OCCUR IN V1 S/M/E/P/FA/FS COMPONENTS MOUNTED IN THE CEILING. PRIOR TO THE a v O PAINTED GYPSUM BOARD SOFFITS, FIELD PAINT THE DIFFUSERS TO MATCH START OF ALL CEILING WORK, INCLUDING DUCT FABRICATION AND c THE SOFFIT COLOR. PLUMBING ROUGH -IN, THE CONTRACTOR SHALL PREPARE COORDINATION 7. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO N DRAWINGS FOR REVIEW AND COMMENT. INCLUDE ALL PERTINENT �' o � VERIFY QUANTITIES AND LOCATIONS WITH THE LOCAL AUTHORITY HAVING ELEVATION INFORMATION FOR S/M/E/P/FA/FS ITEMS AND ALL JURISDICTION. CEILING/SOFFIT HEIGHTS. INDICATE ALL OFFSETS AND TRANSITIONS 8. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURE TYPES AND MODELS. s REQUIRED TO CLEAR STRUCTURAL ELEMENTS. ALL POTENTIAL CONFLICTS SEE MECHANICAL DRAWINGS FOR ALL DIFFUSER TYPES AND SIZES. U WITH CEILING HEIGHTS OR ALIGNMENTS SHALL BE CLOUDED AND NOTED 9. PROVIDE PROTECTIVE CAGES ON ALL EXPOSED M/E/P/FA/FS ITEMS IN IN THE DOCUMENTS FOR RESOLUTION BY THE ARCHITECT. M THE BASKETBALL COURT. 3. ALL ELECTRICAL AND MECHANICAL ITEMS LOCATED IN ACOUSTICAL CEILING 10. SEE A-7.2 FOR TYPICAL CEILING DETAILS: 1/A-7.2 FOR TYPICAL PANELS SHALL BE POSITIONED AT THE MID OR QUARTER POINTS OF THE GYPSUM BOARD CEILING CONSTRUCTION, 2/A-7.2 FOR TYPICAL SHOWER N PANEL. ROOM CEILING CONSTRUCTION, AND 3&4/A-7.2 FOR TYPICAL SOFFIT 4. ALL LIGHTS, EMERGENCY SWITCHES, STROBES, DIFFUSERS, ETC., SHALL BE CONSTRUCTION, OTHER SPECIFIC DETAILS ARE NOTED ON THE PLAN. CENTERED. ALL STROBES SHALL BE CEILING MOUNTED. 11. OPEN STRUCTURE CEILING AREAS VISIBLE TO THE PUBLIC, CONTRACTOR 5. ALL FIXTURES, CONDUITS, PIPING, DUCTWORK, ETC. SHALL BE MOUNTED SHALL TAKE GREAT CARE TO CAREFULLY LAY OUT ALL UTILITIES/SYSTEMS AS HIGH AS POSSIBLE TO ENSURE PROPER CLEARANCES AND CEILING y IN A NEAT AND ORDERLY FASHION, SEE 9/A-7.5 FOR REQUIREMENTS. HEIGHTS ARE MAINTAINED. CONTRACTOR SHALL LOCATE ALL CONDUITS CONTRACTOR SHALL PROVIDE A MOCK-UP IN THE FIELD OF TYPICAL ' INSTALLATION CONDITIONS. ACCEPTED MOCK-UP MAY BE PART OF THE 6 6.3 (N) 7 M FINISH WORK. o o 32'-9" ers Q O Z FIRST FLOOR REFLECTED CEILING PLAN kLL EXTERIOR WORK, NCLUDING THE EXTERIOR JGHTING, IS BY THE ;HELL CONTRACTOR. WORK S SHOWN FOR REFERENCE )NI Y U 13.2 (N) B.1 (N) \B) A.6 (N) A.4 (N) LL "0 Q�WjPwa00 ZaD- m H Z W O z 8 T z r.-UP2W �W pap��� ;SWdWWzMR0 H O cn => ��Wa= U = rL x W R W W - U WO a W F Z 53: V O=CSM0W W b= Uxal- OWIl ¢ H 0U)0�� O N O O o N O O WL0 � Z Proj #: Issue Date: 170264 oCNZ Sheet No.: Am2,,3 Drawn By: M M WB/KC N 0 W cu V1 m a v O c 3 N �' o � Ld s U w 00 U M .0 0 W N z U _ O « y Ucr M p o o � Q O Z O (¢ LL "0 Q�WjPwa00 ZaD- m H Z W O z 8 T z r.-UP2W �W pap��� ;SWdWWzMR0 H O cn => ��Wa= U = rL x W R W W - U WO a W F Z 53: V O=CSM0W W b= Uxal- OWIl ¢ H 0U)0�� O N O O o N O O REFLECTED CEILING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: Am2,,3 Drawn By: Checked By: WB/KC N C O .n .0 U _ y p o Z 0- a_ L �Q Z o Sheet Name: FIRST FLOOR REFLECTED CEILING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: Am2,,3 Drawn By: Checked By: WB/KC KC POOL ENLARGED SPA CEILING I N ALI RECEPTION CASEWORK LIGHTING PLAN POOL ENLARGED REFLECTED CEILING PLAN 1/4"=11-011 -------------------------------- GENERAL SHEET NOTES 1. SEE A-2.3 FOR GENERAL SHEET NOTES AND KEYNOTES. GENERAL FIRE SUPPRESSION NOTES 1. WHERE A CEILING IS PROVIDED, ALL FIRE SUPPRESSION PIPING SHALL BE CONCEALED IN SOFFITS OR ABOVE CEILING. PROVIDE OFFSETS AS REQUIRED. 2. WHERE A CEILING IS PROVIDED, ALL FIRE SUPPRESSION HEADS SHALL BE CONCEALED TYPE. 2.1. EXCEPTION: AT POOL, PROVIDE SEM -RECESSED FIRE SUPPRESSION HEADS FACTORY FINISHED IN WHITE. PROVIDE APPROPRIATE CORROSION RESISTANT HEADS. LOCATE HEADS IN GYPSUM BOARD BEAMS AND SOFFITS. FIRE SUPPRESSION HEADS ARE NOT PERMITTED IN THE SYNTHETIC WOOD CEILINGS AT THE POOL 2.2. AT WOOD CEILINGS IN THE RECEPTION AREA, AEROBICS AND CYCLING; FACTORY FINISH CAPS TO MATCH WOOD CEILING. MATCH PPG 1076-5 "LOCOMOTION." 2.3. AT WOOD CEILINGS IN THE RECEPTION AREA, AEROBICS AND CYCLING; ALL HEADS/CAPS MUST BE CENTERED ON INDIVIDUAL BOARDS. COORDINATE LOCATIONS IN FIELD. 3. PROVIDE PROTECTIVE CAGES ON ALL HEADS IN THE BASKETBALL COURT. 4. CENTER ALL FIRE SUPPRESSION HEADS IN THE 2'x2' PORTION OF THE 2'x4' 'SECOND LOOK' CEILING TILE. 5. AT THE BASKETBALL COURT, THE FIRE SUPPRESSION MAIN SHALL BE LOCATED OUTSIDE THE ROOM WITH THE LATERAL LINES RUNNING PARALLEL WITH THE JOISTS. LOCATE VERTICALLY IN THE JOIST SPACE, AS HIGH UP AS ALLOWED BY CODE. 6. AT THE SKYLIGHTS, DO NOT RUN FIRE SUPPRESSION LINES ACROSS SKYLIGHT AREA. FIRE SUPPRESSION HEADS SHALL BE AT ONE SIDE OF THE SKYLIGHT, WHERE LEAST VISIBLE TO THE PUBLIC. 7. WHERE FIRE SUPPRESSION MAINS AND LATERALS RUN PARALLEL TO WALLS AND SOFFITS IN PUBLIC AREAS, DO NOT ROUTE THESE FIRE SUPPRESSION NEAR THE WALLS AND SOFFITS. MAINTAIN 6'-0" CLEAR (MINIMUM) FROM THIS CONSTRUCTION. IF FIRE SUPPRESSION MUST BE INSTALLED CLOSER THAN THIS FOR CODE REQUIREMENTS, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. 8. ROUTE PIPING AS CLOSE TO THE JOISTS/JOIST GIRDERS AS PERMITTED BY CODE. MOUNT AS CLOSE TO THE ROOF DECK AS PERMITTED BY CODE. ALL FIRE SUPPRESSION PIPING IN OPEN CEILING AREAS SHALL BE INDEPENDENTLY SUPPORTED FROM TOP CHORD OF JOISTS/JOIST GIRDERS. 9. FIRE SUPPRESSION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL FIRE SUPPRESSION HEADS WITH THE LIGHT FIXTURES, DIFFUSERS AND GRILLES, DUCTWORK, SKYLIGHTS, CEILING FANS AND OTHER CEILING MOUNTED ITEMS AS REQUIRED. THESE ITEMS SHALL NOT BE RELOCATED TO ACCOMMODATE FIRE SUPPRESSION HEADS; FIRE SUPPRESSION CONTRACTOR SHALL PROVIDE ADDITIONAL HEADS AS REQUIRED TO MAINTAIN R.C.P. LAYOUT SHOWN. LEGEND ARCHITECTURAL F—ACT-fl CEILING FINISH TAG. TOP LINE INDICATES MATERIAL TYPE. BOTTOM LINE INDICATES CEILING HEIGHT. ACT1: ACOUSTICAL PANELS TYPE 1: 2'x4' WITH '2ND LOOK'. 9M ACOUSTICAL PANELS TYPE 2: 2'x8' CEILING IN ONE ON ONE SPACE. 1L 5/8" GYPSUM BOARD. M.G.B.: 5/8" MOISTURE RESISTANT GYPSUM BOARD. Ltd 5/8" LATHE AND PLASTER WITH 11LE FINISH. WPI: WOOD SLAT CEILING AT MAIN ENTRANCE AREA. WM OPEN WOOD SLAT SOFFIT/CLOUD. SWP: SIMULATED WOOD SLAT CEILING AT POOL AREA. E.S.: EXPOSED STRUCTURE, PAINTED. FAUX SKYLIGHT IN ONE ON ONE SPACE. 2'x5' TRANSLUCENT PANEL AND GRID SYSTEM. 2x4 LAY -IN CEILING. SOLID LINES INDICATE LINEAR WOOD PANEL CEILING. CEILING TEE LOCATIONS. DASHED LINE INDICATES 0 AT RECEPTION AREA: MANUFACTURED CEILING. LOCATION OF '2ND LOOK' LINE IN PANEL • AT CYCLING AND AEROBICS: SHOP FABRICATED CEILING BY THE CASEWORK VENDOR. SEE INTERIOR: GYPSUM BOARD CEILINGS/SOFFITS 1,243/A-7.5 AND I.D. DRAWINGS. EXTERIOR: EIFS CEILINGS/SOFFITS A . FAUX WOOD CEILING AT POOL FIELD FABRICATED BY TILE CEILING OVER LATHE AND PLASTER THE CONTRACTOR. SEE 1,243/A-7.3. FAUN SKYLIGHT IN ONE ON ONE SPACE. SEE ® SKYLIGHT LOCATION. SIZE VARIES. MECHANICAL 2x8 CEILING SYSTEM IN ONE ON ONE SPACE. SEE XX/XXX. ® SUPPLY DIFFUSER, SIZE VARIES RETURN GRILLE, SIZE VARIES LINEAR SUPPLY DIFFUSER AT POOL, LENGTH VARIES ® EXHAUST GRILLE 8FT LONG LINEAR SUPPLY DIFFUSER AT ONE ON ONE CONCENTRIC DIFFUSER s WALL MOUNTED SUPPLY DIFFUSER 4. WALL MOUNTED RETURN GRILLE ,,,,,,�'-rj,,,,, UNIT HEATER ELECTRICAL 1. NOT ALL LIGHT FIXTURES MAY BE USED. 2. LIGHTS WITH SUFFIX DESIGNATION 'X' OR 'EM' ARE EMERGENCY LIGHT FIXTURES. 3. LIGHT FIXTURES WITH SUFFIX DESIGNATION 'D' INDICATE DIMMER CONTROL CONNECTION POINT. 4. LIGHT FIXTURES WITH A (*) DESIGNATION ARE UP LIGHTS MOUNTED IN COVES. 5. LIGHT FIXTURES WITH A (CW) DESIGNATION ARE MOUNTED IN CASEWORK BELOW. PROVIDED AND INSTALLED BY CASEWORK VENDOR. 6. LIGHT FIXTURES WITH A (LK) DESIGNATION ARE MOUNTED ON THE TOP OF LOCKERS BELOW. PROVIDED AND INSTALLED BY THE CONTRACTOR. 7. LIGHT FIXTURES WITH A 'WET DESIGNATION INDICATE TO PROVIDE THE FIXTURE IN A CONFIGURATION APPROVED FOR WET INTERIOR OR EXTERIOR LOCATIONS. 8. LIGHT FIXTURES WITH AN A DESIGNATION AFTER THE NUMBER ARE AN ALTERNATE FIXTURE FROM A DIFFERENT LIGHT VENDOR. ® F2: EXIT SIGN © 173/173WET: LINEAR WALL MOUNT PENDANT AT SERVICE AREAS. MOUNT 8'-0" A.F.F. TO BOTTOM OF FIXTURE. PROVIDE WET -RATED FIXTURES AT LOCATIONS INDICATED. F4: EXTERIOR LIGHT AT EXIT DOORS ----------------I F6: PROVIDED BY MILLWORK VENDOR. PROVIDE POWER CONNECTION ONLY. MILLWORK VENDOR TO VERIFY FINAL LENGTH. ----------------4 F7: PROVIDED BY MILLWORK VENDOR. PROVIDE POWER CONNECTION ONLY. MILLWORK VENDOR TO VERIFY FINAL LENGTH. ''-----"""'---- F9: CONT. COVE STRIP LIGHT, LENGTH VARIES. MAXIMUM SECTION LENGTH IS 21'-0". CONTRACTOR TO VERIFY FINAL LENGTH. F10: POOL WALL LIGHT, RECESS -MOUNTED IN VERTICAL FACE OF SOFFIT. SEE 1&2/A-7.3. C F11: RECESSED DOWN LIGHT ----------------4 F12: CONT. COVE STRIP UP -LIGHT, LENGTH VARIES. MAXIMUM SECTION LENGTH IS 21'-0". • SEE 4/A-7.5 WHERE INSTALLED AT ROOF JOISTS IN OPEN CEILING AREAS. • CONTRACTOR VERIFY FINAL LENGTHS. WHERE INSTALLED AT ROOF JOISTS, ENSURE LIGHTING DOES NOT EXTEND BEYOND END OF BOTTOM CHORD OF ROOF JOIST. ® F13A: CIRCULAR SCONCE AT TOILET ROOM, CEILING MOUNTED. O F14: HIGH -BAY RECESSED DOWN LIGHT r -=====F15: EXTERIOR AIMABLE UP -LIGHT. MOUNTED AT TOP OF WINDOW CANOPIES ® F16/F16H: 20 LAY -IN LIGHT FIXTURE F17: 8FT LINEAR PENDANT LIGHT IN PUBLIC AREAS. MOUNT 18" BELOW FINISH CEILING TO TOP OF FIXTURE. F18: COVE UP -LIGHT AT FRONT OF WOOD CEILINGS IN AEROBICS AND CYCLING. SEE 1/A-7.5 F19: PENDANT LIGHTS AT MAIN ENTRANCE, RECEPTION, SALES, AND SOCIAL AREA. SEE 5/A-7.3 FOR INSTALLATION. m F20: COVE LIGHT AT TOP OF LOCKERS. CENTER ON LOCKERS AS SHOWN. SEE 2/A-2.13. ® F21: EXTERIOR WALL SCONCE, DOWNLIGHT ONLY V F21A: EXTERIOR WALL SCONCE, UP AND DOWN LIGHT F22: LINEAR WALL MOUNTED LAVATORY LIGHT. INSTALLED LONG DIRECTION HORIZONTAL. ° F22: LINEAR WALL MOUNTED LAVATORY LIGHT. INSTALLED LONG DIRECTION VERTICAL. O F24: HIGH BAY LIGHT FIXTURE AT BASKETBALL W F25: CIRCULAR SCONCE AT SHOWER ROOM AND POOL RINSE SHOWER, WALL MOUNTED. SEE 2/A-2.12.1 AND 2/A-2.13.1. ® F25: CIRCULAR SCONCE AT SHOWER ROOM, CEILING MOUNTED. ® F26: RECESSED, AIMABLE SPOT LIGHTS IN ONE ON ONE SPACE. F27: LINEAR LIGHT FIXTURES IN ONE ON ONE SPACE. INSTALLED BEHIND THE FAUX SKYLIGHT. SEE XX/XXX. ----------------A F29: CONT. STRIP BACKLIGHT, INSTALLED AT BACK EDGE OF MIRROR. SEE I.D. DRAWINGS. ® F30: WALL MOUNTED LIGHT IN POOL EQUIPMENT STORAGE ROOM. MOUNT 8'-0" A.F.F. TO BOTTOM OF FIXTURE CF -1: PENDANT MOUNT CEILING FAN, 60"D. 4A__Z�� SEE 14/A-7.2. DRIVER, QTY. VARIES UNISTRUT CF -2: PENDANT MOUNT CEILING FAN, 144"D. SEE 11,12,&13/A-7.2. LIGHT FIXTURE DRIVERS, MOUNTED TO UNISTRUT. DRIVER QUANTITY VARIES, SEE R.C.P.s AND 5,6,7,8&9/A-7.5. SUSPENDED LINEAR PENDANTS, HIGH CEILING AREAS. 8FT LONG, UNLESS INDICATED OTHERWISE. MOUNT 16FT A.F.F. SUSPENDED LINEAR PENDANTS, HIGH CEILING AREAS. 8FT LONG, UNLESS INDICATED OTHERWISE. MOUNT 10FT A.F.F. LL l- o J o < dW Z ��HwVO� co PIwoozoc�nz 1.-0 P M W O— r-w oaoW0 Rio=LL' ZWW Cl) = VWZ U =Qw Zwow� WwWaw=WR0 aw�ZIXz�3� U= =—U' m o= m O m QWO�H r, 00 N r 0 r*_ N 00 0 w'�� Z o� Proj #: Issue Date: z O N Sheet No.: Am29301 0 3 M M WB/KC d Wro z +,m M 3 u" U 3 1 03 4-J41 Q « L, U w 0 L_ m a M 0 L w vF_ 0 O L s U W � M L0 W o 0 in o U a �0 (9 d o V) LL l- o J o < dW Z ��HwVO� co PIwoozoc�nz 1.-0 P M W O— r-w oaoW0 Rio=LL' ZWW Cl) = VWZ U =Qw Zwow� WwWaw=WR0 aw�ZIXz�3� U= =—U' m o= m O m QWO�H r, 00 N r 0 r*_ N 00 0 REFLECTED CEILING PLANS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: Am29301 Drawn By: Checked By: WB/KC d 0 .n 0 0 in o d Z LL �Q Z Sheet Name: FIRST FLOOR DETAIL REFLECTED CEILING PLANS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: Am29301 Drawn By: Checked By: WB/KC KC SHOWER PERIMETER TRIM TILE AT OUTSIDE FACE OF SHOWER. SEE I.D. DRAWINGS. B.O. CEILING SEE R.C.P.s TILE CEILING OVER 5/8' METAL LATHE AND PORTLAND CEMENT PLASTER OVER VAPOR BARRIER OVER METAL STUDS AT 16- O.C., SIZE AS REQUIRED FOR CEILING SUPPORT A-2.12.1 J 1"=1'-0" SEE PLANS TYPICAL POOL RINSE SHOWER REAR WALL ELEVATION 4 1/44 1/4- POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. SHOWN FOR INSTALLATION REFERENCE. EDGE TILE PIECE IS A 1 "x2" UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT.. SEE I.D. DRAWINGS. 2' ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1"x2" UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT. 4 1/4"0 1/4- POOL DEPTH MARKERS. TEXT ALWAYS FACES TOWARDS THE WATER AS SHOWN. SEE POOL DRAWINGS. 1*x1* UNG WALL WALL TILE EDGE OF POOL COPING POOL WATER SURFACE BELOW ENLARGED POOL DETAILS PLAN AT DECK Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By:ckedBy: It= WB/KC 1! KC cn U.j U.j (n SHOWER HEAD, CENTER ON VERTICAL TILE GROUT ................................................. ................................ .................................................................................. JOINT. COORDINATE WITH I.D. DRAWINGS. C.D 00 'EVISY 0 100 gill =OMNI p Q 01-0. Uj rn a) SHOWER SIDE WALL RMLIMM a.- CD CD C-) ------------- T.O GUTTER + 4'0'-qw B.F.F. RE=1=1 SHOWER CONTROL, CENTER ON VERTICAL TILE N GROUT JOINT. COORDINATE WITH I.D. DRAWINGS. 0 .................................................. .............................. ....... ........ ............. + ui __111 EQ. EQ. -------- CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE L 3 .2 co . ....... ----------- (LATICRETE HYDROBAN, OR EQUAL) OVER THINsEr moffrAR BED E N ............................................ ................. ... * : .................................................................................. OVER 5/8- METAL LATHE AND PORTLAND CEMENT PLASTER C> C> METAL STUDS AT 16* O.C. WITH FULL (D THICKNESS UNPAGED BATT INSULATION. CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE 0 !ti SEE WALL TYPES FOR STUD SIZE CL (LATICRETE HYDROBAN, OR EQUAL) OVER THICKSET MORTAR BED. Fn I-- SLOPE MORTAR BED 1/4- PER FOOT MAX. PROVIDE THICKSET Uj C> 5/8' UNFACED MOISTURE RESISTANTMORTAR ........... .. E WITH 30 13/13 W.W.F. REINFORCING. TIE MEMBRANE en GYPSUM BOAR D INTO DRAIN ASSEMBLY, 0 LL ENSURE POSITIVE DRAINAGE IS MAINTAINED. CONCRETE CURB, REINFORCE AND PROVIDE CONT. BREAK IN GROUT. PROVIDE CONT. + DOWEL PER STRUCTURAL DRAWINGS JOINT SEALANT AT BREAK. . ............................................... ................................ ..... ...................................................... ....... .......... (D COORD. CURB WIDTH V) WITH METAL STUD WIDTH SEE PLANS Ln V) UUJ It Uj DO NOT PROVIDE A CURB AT THIS LOCATION. < PROVIDE ADA -COMPLIANT THRESHOLD. NOTES: 1. ALL SHOWER WALLS SHALL BE LAID OUT TO COMPLY WITH THE FINISH RECESSED STRUCTURAL SLAB, SEE STRUCTURAL DIMENSIONS SHOWN IN THE I.D. DRAWINGS. COORDINATE ALL WORK DRAWINGS PRIOR TO FRAMING AND M/E/P ROUGH -IN. L�0 SHOWER DRAIN, CENTER ON TILE GROUT JOINTS. 2. MAINTAIN SAME PERIMETER ELEVATION ON ALL SHOWER PANS FOR COORDINATE WITH I.D. DRAWINGS. TILE PATTERN AND ALIGNMENT SHOWN IN THE I.D. DRAWINGS. 3. PROVIDE SILICONE JOINT SEALANT AT ALL PENETRATIONS. TYPICAL SHOWER CROSS SECTION AND SIDE WALL ELEVATION A-2.12.1 J 1"=1'-0" SEE PLANS TYPICAL POOL RINSE SHOWER REAR WALL ELEVATION 4 1/44 1/4- POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. SHOWN FOR INSTALLATION REFERENCE. EDGE TILE PIECE IS A 1 "x2" UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT.. SEE I.D. DRAWINGS. 2' ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1"x2" UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT. 4 1/4"0 1/4- POOL DEPTH MARKERS. TEXT ALWAYS FACES TOWARDS THE WATER AS SHOWN. SEE POOL DRAWINGS. 1*x1* UNG WALL WALL TILE EDGE OF POOL COPING POOL WATER SURFACE BELOW I POOL DEPTH MARKERS, LOCATE AT SAME POSITION AS MARKERS ON POOL DECK. SEE POOL DRAWINGS. Of L TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL DEPTH MARKER TILES IN THIS TRIM. o I x1" UNGLAZED, SUP -RESISTANT WALL WALL TILE AT GUTTER/POOL COPING. SEE Ad ltrfl I.D. DRAWINGS. COORDINATE TILE INSTALLATION SO CONTINUOUS BAND AT PERIMETER OF POOL ALIGNS WITH TILE AT WALL TARGETS ... CONCRETE POOL WALL, SEE POOL DRAWINGS FOR CONSTRUCTION AND FINISH 1— 875 ....... ... of 1'x1' UNGLAZED, SLIP -RESISTANT WALL TILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. ELEVATION IN POOL � 6 TYPICAL TILE WALLTARGET !.124 1"=1'-0" TILE AT THIS AREA IS INSTALLED OVER THIN -SET MORTAR BED. ENSURE CONCRETE SLAB IS INTERGRALLY SLOPED TO DRAIN 1/4" PER FOOT. O'li 1p LU C HATCHED TILES INDICATE THE TILES HAVE BEEN CUT TO FIT V) 1'x1- UNGLAZED, SUP -RESISTANT TILE, SEE POOL AND I.D. DRAWINGS. 7v ci ------------------ PER/STRUCTURAL 4A PROVIDE 1*x1' BULLNOSE TRIM AT ALL 90 DEG. OUTSIDE Et E CORNERS, TYP. SEE I.D. DRAWINGS. Z-1 U.j I CON 7t- . ' 4 CONTINUOUS POOL GUTTER, SEE POOL DRAWINGS. FINISH ALL INSIDE 7t SURFACES OF GUTTER WITH 1*x1w TILE, SEE POOL AND I.D. DRAWINGS A COORDINATE INSTALLATION IN FIELD TO USE WHOLE TILES. ``CONTINUOUS CONTINUOUS KEYWAY, SEE STRUCTURAL AND POOL 4 1/4"x4 1/4' POOL DEPTH MARKER TILE, SEE POOL DRAWINGS .14 Id- TO r'HTTrO INLET -------------- I I ki, DRAWINGS 0'-9* B.F.F. CD CONT. J10 BAR, SEE POOL DRAWINGS 4 4" THICKSET, NON -SHRINK GROUT MORTAR BED. MIN. 1 1/2' THICK. INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS 4 N a STAINLESS STEEL RECESSED WALL ANCHOR FOR LANE MARKER LINES. EXTEND MORTAR BED AROUND ANCHOR INSETS. SEE POOL DRAWINGS. GUTTER TILE FINISH AND POOL PLASTER/TILE WALL TARGET FINISHES ADJUST MORTAR JOINT WIDTH SLIGHTLY AT THIS SHALL ALIGN. G.C. TO COORDINATE WITH SUBCONTRACTORS. LOCATION TO USE FULL TILES. BENT 16-L #4 BAR AT 10' O.C., SEE POOL DRAWINGSSHOTCRETE/GUNNITE CONCRETE POOL WALL, SEE POOL DRAWINGS 7--- --- All U -i ----- FILTERED WATER SUPPLY PIPE AND DIRECTIONAL EYEBALL FITTING, SEE POOL DRAWINGS i _, �`� �\ ,_ POOL PLASTER FINISH/WALL TARGETS, SEE POOL DRAWINGS. CONFIRM THICKNESS WITH POOL CONTRACTOR <; -------- JF----------------\— —---- ------------ ------- IA WATERPROOF POOL LIGHT, HOUSING, AND CONDUIT. SEE POOL DRAWINGS. 4 -------------- TYPICAL GUTTER/COPING AT POOL 1"x1* UNGLAZED, SUP -RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED OVER RECESSED CONCRETE SLAB, SEE I.D. DRAWINGS. SLOPE TO DRAIN. CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL DRAWINGS NOTES: 1. DIMENSIONS SHOWN ARE TO FINISH FACE OR CENTERLINE OF TILE AND EQUIPMENT UNLESS NOTED OTHERWISE. 2. DIMENSIONS AT POOL GUTTER ARE BASED UPON ACTUAL TILES SIZE INFORMATION PROVIDED BY MANUFACTURER. COORDINATE ALL FINAL DIMENSIONS IN FIELD TO USE COMPLETE TILES. 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, AND ACCESSORIES REQUIRED FOR TILE LAYOUT AS SHOWN. 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, AND POOL SUBCONTRACTOR SHALL COORDINATE INSTALLATION OF ALL TILE PRODUCTS. ALL TILE SHALL HAVE A CONSISTENT INSTALLATION APPEARANCE REGARDLESS OF WHO PERFORMS ALL, OR A PORTION OF, THE WORK. PAINTED GYPSUM BOARD WALL AT EACH JAMB, PROVIDE DOUBLE STUD, BEYOND AT HEAD OF GRILLE OPENING PROVIDE 8*D METAL STUD BOX BEAM HEADER, BEYOND INTERMEDIATE STUD, BEYOND ALUMINUM WALL GRILL TYPICAL SIZE IS 6x24, VERIFY. SEE MECHANICAL DRAWINGS. PAINT TO MATCH WALL TILE - SPRAY, DO NOT BRUSH OR ROLL SEE I.D. DRAWINGS. LOCATE GRILLE HORIZONTALLY PER PLAN 1*X1" WALL TILE, J RUNNER TRACK AT TOP OF CONCRETE CURB, BEYOND SEE I.D. DRAWINGS. TOP OF CONCRETE CURB, BEYOND NOTE: SEE I.D. DRAWINGS FOR ALL FINISHES TYPICAL LOW EXHAUST GRILLE ELEVATION DETAIL 1 1/2"=11-0.1 ci ENLARGED POOL DETAILS PLAN AT DECK Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By:ckedBy: It= WB/KC 1! KC cn U.j U.j (n 00 'EVISY 100 gill =OMNI Q 01-0. rn a) RMLIMM a.- CD CD T.O GUTTER 4'0'-qw B.F.F. RE=1=1 M -Ell" 0 Jim! I POOL DEPTH MARKERS, LOCATE AT SAME POSITION AS MARKERS ON POOL DECK. SEE POOL DRAWINGS. Of L TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL DEPTH MARKER TILES IN THIS TRIM. o I x1" UNGLAZED, SUP -RESISTANT WALL WALL TILE AT GUTTER/POOL COPING. SEE Ad ltrfl I.D. DRAWINGS. COORDINATE TILE INSTALLATION SO CONTINUOUS BAND AT PERIMETER OF POOL ALIGNS WITH TILE AT WALL TARGETS ... CONCRETE POOL WALL, SEE POOL DRAWINGS FOR CONSTRUCTION AND FINISH 1— 875 ....... ... of 1'x1' UNGLAZED, SLIP -RESISTANT WALL TILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. ELEVATION IN POOL � 6 TYPICAL TILE WALLTARGET !.124 1"=1'-0" TILE AT THIS AREA IS INSTALLED OVER THIN -SET MORTAR BED. ENSURE CONCRETE SLAB IS INTERGRALLY SLOPED TO DRAIN 1/4" PER FOOT. O'li 1p LU C HATCHED TILES INDICATE THE TILES HAVE BEEN CUT TO FIT V) 1'x1- UNGLAZED, SUP -RESISTANT TILE, SEE POOL AND I.D. DRAWINGS. 7v ci ------------------ PER/STRUCTURAL 4A PROVIDE 1*x1' BULLNOSE TRIM AT ALL 90 DEG. OUTSIDE Et E CORNERS, TYP. SEE I.D. DRAWINGS. Z-1 U.j I CON 7t- . ' 4 CONTINUOUS POOL GUTTER, SEE POOL DRAWINGS. FINISH ALL INSIDE 7t SURFACES OF GUTTER WITH 1*x1w TILE, SEE POOL AND I.D. DRAWINGS A COORDINATE INSTALLATION IN FIELD TO USE WHOLE TILES. ``CONTINUOUS CONTINUOUS KEYWAY, SEE STRUCTURAL AND POOL 4 1/4"x4 1/4' POOL DEPTH MARKER TILE, SEE POOL DRAWINGS .14 Id- TO r'HTTrO INLET -------------- I I ki, DRAWINGS 0'-9* B.F.F. CD CONT. J10 BAR, SEE POOL DRAWINGS 4 4" THICKSET, NON -SHRINK GROUT MORTAR BED. MIN. 1 1/2' THICK. INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS 4 N a STAINLESS STEEL RECESSED WALL ANCHOR FOR LANE MARKER LINES. EXTEND MORTAR BED AROUND ANCHOR INSETS. SEE POOL DRAWINGS. GUTTER TILE FINISH AND POOL PLASTER/TILE WALL TARGET FINISHES ADJUST MORTAR JOINT WIDTH SLIGHTLY AT THIS SHALL ALIGN. G.C. TO COORDINATE WITH SUBCONTRACTORS. LOCATION TO USE FULL TILES. BENT 16-L #4 BAR AT 10' O.C., SEE POOL DRAWINGSSHOTCRETE/GUNNITE CONCRETE POOL WALL, SEE POOL DRAWINGS 7--- --- All U -i ----- FILTERED WATER SUPPLY PIPE AND DIRECTIONAL EYEBALL FITTING, SEE POOL DRAWINGS i _, �`� �\ ,_ POOL PLASTER FINISH/WALL TARGETS, SEE POOL DRAWINGS. CONFIRM THICKNESS WITH POOL CONTRACTOR <; -------- JF----------------\— —---- ------------ ------- IA WATERPROOF POOL LIGHT, HOUSING, AND CONDUIT. SEE POOL DRAWINGS. 4 -------------- TYPICAL GUTTER/COPING AT POOL 1"x1* UNGLAZED, SUP -RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED OVER RECESSED CONCRETE SLAB, SEE I.D. DRAWINGS. SLOPE TO DRAIN. CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL DRAWINGS NOTES: 1. DIMENSIONS SHOWN ARE TO FINISH FACE OR CENTERLINE OF TILE AND EQUIPMENT UNLESS NOTED OTHERWISE. 2. DIMENSIONS AT POOL GUTTER ARE BASED UPON ACTUAL TILES SIZE INFORMATION PROVIDED BY MANUFACTURER. COORDINATE ALL FINAL DIMENSIONS IN FIELD TO USE COMPLETE TILES. 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, AND ACCESSORIES REQUIRED FOR TILE LAYOUT AS SHOWN. 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, AND POOL SUBCONTRACTOR SHALL COORDINATE INSTALLATION OF ALL TILE PRODUCTS. ALL TILE SHALL HAVE A CONSISTENT INSTALLATION APPEARANCE REGARDLESS OF WHO PERFORMS ALL, OR A PORTION OF, THE WORK. PAINTED GYPSUM BOARD WALL AT EACH JAMB, PROVIDE DOUBLE STUD, BEYOND AT HEAD OF GRILLE OPENING PROVIDE 8*D METAL STUD BOX BEAM HEADER, BEYOND INTERMEDIATE STUD, BEYOND ALUMINUM WALL GRILL TYPICAL SIZE IS 6x24, VERIFY. SEE MECHANICAL DRAWINGS. PAINT TO MATCH WALL TILE - SPRAY, DO NOT BRUSH OR ROLL SEE I.D. DRAWINGS. LOCATE GRILLE HORIZONTALLY PER PLAN 1*X1" WALL TILE, J RUNNER TRACK AT TOP OF CONCRETE CURB, BEYOND SEE I.D. DRAWINGS. TOP OF CONCRETE CURB, BEYOND NOTE: SEE I.D. DRAWINGS FOR ALL FINISHES TYPICAL LOW EXHAUST GRILLE ELEVATION DETAIL 1 1/2"=11-0.1 ci ENLARGED POOL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By:ckedBy: It= WB/KC 1! KC cn U.j U.j (n 5/8' MOISTURE RESISTANT GYPSUM BOARD OVER VAPOR BARRIER TILE BASE OVER 5/8" CEMENT BOARD - SEE I.D. DRAWINGS. WALL SHEATHING - SEE WALL TYPES WALL CONSTRUCTION - SEE WALL TYPES CONCRETE CURB - DOWEL AND REINFORCE AS NOTED IN THE STRUCTURAL DRAWINGS. TILE FLOOR OVER THICKSET MORTAR BED - SEE I.D. DRAWINGS. SLOPE TO DRAIN. RECESSED SLAB IN POOL AREA - SEE SLAB PLAN AND STRUCTURAL DRAWINGS. CONCRETE SA - SEE STRUCTURAL DRAWINGS. POOL / SPA SIDE OF WALL WALL MATCH, NOTE: CURB OCCURS AT INTERIOR WALLS TYPICALLY. FRAMING WIDTH AT THE EXTERIOR WALLS, THE CURB IS INTEGRAL TO THE EXTERIOR WALL CONSTRUCTION. REFER TO SLAB PLAN AND STRUCTURAL DRAWINGS. TYPICAL CURB / BASE OF WALL DETAIL IN POOL AREA 3"=11_01. PROVIDE 3/4- CHAMFER AT ALL EXPOSED EDGES CAST -IN-PLACE CONCRETE EQUIPMENT PAD. COORDINATE SIZE AND EXTANT WITH POOL EQUIPMENT. MAINTAIN CLEAR AISLE CLEARANCES IN FRONT OF PAD AND MAINTAIN FULL DOOR OPERATION IN ROOM. REFER TO STRUCTURAL FOR FURTHER INFORMATION. CONT. #4 BAR AT PERIMETER OF SLAB 5x12" #4 BENT BAR (LLH) AT 32" O.C. MAX. EPDXY DOWELS INTO FLOOR SLAB ARE ACCEPTABLE. 6x6 W4.1 xW4.1 W.W.F. CONCRETE SLAB - SEE STRUCTURAL TYPICAL POOL EQUIPMENT ROOM PAD DETAIL 311=11-011 NOTE: THE CONDITION IS SIMILAR WHERE THE TRENCH DRAIN ABUTS THE BACK EDGE OF THE CAST STONE COPING. THIS MAY OCCUR AT EDGES OF THE SPA. A 1�7 CONT. STRIP TRENCH DRAIN. TYPICALLY, THIS IS CENTERED BETWEEN THE PERIMETER WALL AND THE BACK EDGE OF THE CAST STONE POOL COPING. SEE ENLARGED PLAN FOR COMPLETE LAYOUT. SEE POOL DRAWINGS AND PLUMBING DRAWINGS FOR ALL PLUMBING CONNECTIONS AND SIZES CORROSION RESISTANT JOINT SEALANT - BOTH SIDES OF DRAIN SUP RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED. SLOPE TO DRAIN. SEE I.D. -.I DRAWINGS. <i RECESSED CONCRETE SLAB AT POOL AREA. SEE SLAB PLAN. CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. PROVIDE THICKENED SLAB UNDER SLOT TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. PROVIDE THICKENED SLAB UNDER STRIP TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. TYPICAL LINEAR TRENCH DRAIN DETAIL 3"=11_0.1 z W a z Lf) < 4-J U (1) 4-J U < W F_ 0 UW V) W M it WCL.'r 0 0 W z U) D — >-WWzM00WW MPYWOZODE C-) P cr LLj . IL 0 Z C3 LU W 0 III W i.— F- KzbWz0 M:.<W —WOMM 0 U) U) < I- - W W < M 0 W LLI W U) W WRO >_ 0 W p a� W III Z 5 ?:: IL) 0 X: LLj LLJ W lk- LU 0 lx0M2WM:D= > = -- >_ 0 1 0 Ir < pfnW LL 0 AIA Sheet Name: ENLARGED POOL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By:ckedBy: WB/KC 1! KC 00 ai Q rn a) CD CD 0 E (D CL Z E 0 LL (D < L�0 Sheet Name: ENLARGED POOL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By:ckedBy: WB/KC 1! KC 0 A B C ❑C E F 1 FURNITURE / KEY PLAN SCALE: 3/32"= V-0" 1 2 0 3 4 0 5 0 0 0 7 0 0 0 143 IL ILt ❑ x ,r - _ i J - - D1 B 1 61 A -. ID 31 ; CORR. I! � 108 - Al C1 1 I C 1 I STO. i ID 3.2 B " j j VEST. :VEST. 109 I D I :I 110 :124 c i C F1 F O. I 77 trete tretch trete Stretch Stretch -. .. \ • � ( m F1 y I J J 1j HE M'' I s j M.L.R W.L.R ` 111 IAI 125 - I i 'k F1 i t CARDIO TYP. ! F1 ......................... ... ............ ........................................................................................ @ j �) 140 F4 CARDIO j i I ID 2.1 sl ! 1 rA.V. ❑ - . 13 F1 N N a j�.. A 1 ;'' _ ! ! SA A ANCILLARY 1 i 1 RC 144 i D1 -D D1 1 I ✓ 1r13A / 127' W:T.R' I i B I r a 128 \ ,' r ID 3.0 ID 3.0 M. . . 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WEIGHTS � j L..._.`_� �; i � I� ` : , � � •` I I i I Q6 IRCUIT F4 TYP. @ IrE. it I 139 O CIRCUIT 119 T3! 0. ! CD --- b-61 :�-Baro BV TYP. @ FW ------ I w F1 , � I I r . ; 00 �p HW ID 3.1 &118A I __ ----------- ..... ............. ............ a _ -�.... I tE::TA i D� J■■ :. - • 6i A t : • I CE m 4� 0 ....... m I T4 - I w- m �-$ 1 .. �... -- -- __ .- - SOCIAL TIER. I I T5 C8 _ C7 TYP 103 C2lbt] Ltdl UP 11 € I ---- ---- - -I �a TYP. i F71I RKEP.I crr n n I n c1 101 I P .... ' -- a! I 0 4' 8' 16' A OWNER - LA FITNESS (LAF) SUPPLIED ID -1.1. FLOOR FINISH PLAN B GENERAL CONTRACTOR (G.C.) SUPPLIED ID -1.2 PAINT BREAK / ART GRAPHICS PLAN NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY SHEET, OR ON ID -1.3. REFLECTED CEILING FINISH PLAN EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. o B F1 BENCH - HOLLMAN BY G.C. ID -2.1 ENLARGED LOCKER ROOM FINISH PLANS 2 9 0 10 0 11 o 12 ID SHEET INDEX FURNITURE PLAN NOTES: ID -1.0. FURNITURE / KEY PLAN A OWNER - LA FITNESS (LAF) SUPPLIED ID -1.1. FLOOR FINISH PLAN B GENERAL CONTRACTOR (G.C.) SUPPLIED ID -1.2 PAINT BREAK / ART GRAPHICS PLAN NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY SHEET, OR ON ID -1.3. REFLECTED CEILING FINISH PLAN EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. ID -2.0 ENLARGED FLOOR FINISH PLANS B F1 BENCH - HOLLMAN BY G.C. ID -2.1 ENLARGED LOCKER ROOM FINISH PLANS A F2 FURNITURE / EQUIPMENT BY LA FITNESS ID -2.2 ENLARGED POOL FINISH PLAN A F3 KIDS KLUB PLAY EQUIPMENT BY VENDOR. 1 ID -3.0 1/8" SCALE INTERIOR ELEVATIONS A F4 FITNESS EQUIPMENT BY VENDOR. ID -3.1 1/8" SCALE INTERIOR ELEVATIONS AF5 WALL MOUNTED AED BY LAF. PROVIDE BLOCKING PER ARCH. DWGS. SUGGESTED ID -3.2 1/8" SCALE INTERIOR ELEVATIONS LOCATION, FINAL LOCATION SHALL BE DETERMINED BY LAF OPERATIONS MANAGER D- . 1' C I O S IN CONJUNCTION WITH LAF DM APPROVAL. ID -3.4 1/4" SCALE INTERIOR ELEVATIONS B F6 RECESSED WALLET LOCKERS BY GC. SUGGESTED LOCATION, FINAL LOCATION SHALL BE ID -4.0.1 RECEPTION MILLWORK DETAILS DETERMINED BY LAF OPERATIONS MANAGER IN CONJUNCTION WITH LAF DM APPROVAL. ID -4.0.2 RECEPTION MILLWORK DETAILS -MIRROR FURNITURE LEGEND: FURNITURE BY LA FITNESS UNLESS OTHERWISE NOTED NOTE: THESE ARE ESTIMATED FURNITURE REQUIREMENTS. LAF TO DETERMINE SPECIFIC FURNITURE REQUIREMENTS BASED ON MARKET AREA NEEDS AND ORDER ACCORDINGLY. C1 SALES - EMPLOYEE DESK CHAIR RECEPTION - OM DESK CHAIR C2 SALES - GUEST CHAIR C3 RECEPTION - FRONT DESK BARSTOOL RECEPTION -LOUNGE CHAIR OC4 C5 NOT USED C6 POOL - LOUNGE CHAIR C7 SOCIAL - BAR STOOLS C8 SOCIAL - BENCH SEAT BY MILLWORKER T1 RECEPTION - SIDE TABLE T2 NOT USED T3 POOL - SIDE TABLE T4 SOCIAL - BAR TABLE BY MILLWORKER T5 SOCIAL - OCCASIONAL TABLE BY MILLWORKER S1 AEROBICS - STORAGE BINS 11 0 12 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE -POR "HERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE =j INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA G017 z a � 'R 1t �Z DATE: 09-08-2017 ID SHEET INDEX DRAWN BY: SDA ID -1.0. FURNITURE / KEY PLAN CHECKED BY: ID -1.1. FLOOR FINISH PLAN PROJECT # ID -1.2 PAINT BREAK / ART GRAPHICS PLAN SCALE: AS NOTED ID -1.3. REFLECTED CEILING FINISH PLAN PHASE: CONSTRUCTION DOCUMENTS ID -2.0 ENLARGED FLOOR FINISH PLANS SHEET TITLE: FURNITURE / KEY PLAN ID -2.1 ENLARGED LOCKER ROOM FINISH PLANS ID -2.2 ENLARGED POOL FINISH PLAN 1 ID -3.0 1/8" SCALE INTERIOR ELEVATIONS ID -3.1 1/8" SCALE INTERIOR ELEVATIONS ID -3.2 1/8" SCALE INTERIOR ELEVATIONS D- . 1' C I O S ID -3.4 1/4" SCALE INTERIOR ELEVATIONS ID -4.0.1 RECEPTION MILLWORK DETAILS ID -4.0.2 RECEPTION MILLWORK DETAILS ID -4.1.1 SALES / SOCIAL MILLWORK DETAILS ID -4.1.2 SALES / SOCIAL MILLWORK DETAILS ID -4.2 KIDS KLUB MILLWORK DETAILS ID -4.4 TRAINER'S KIOSK MILLWORK ID -5.0 DETAILS 1 N ID -5.1 DETAILS ID -5.2 DETAILS ID -5.3 DETAILS ID -6.0 FINISH SCHEDULE ID -6.1 TILE SPECIFICATIONS AND DETAILS PLAN NORTH ID -6.2 TILE PATTERN DETAILS 11 0 12 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE -POR "HERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE =j INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA G017 z a � 'R 1t �Z DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FURNITURE / KEY PLAN SHEET NUMBER: I 2 3 4 o 5 o 6 0 7 0 8 o 9 o 10 0 11 0 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND pi�] SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS A FIRE FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. RISER rDC� 115 NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY SHEET, CONC" RB KEY NOTES: OIONEVIRY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. 1 1 B (DGLUE DOWN CARPET (G.C. INSTALLED) A PLAY EQUIPMENT AREA FLOORING BY LAP VENDOR ----------- - -------- ----- ------ ------------ -------------- -- ---- ------ -- --- --- - -- - ------------ ------------------ --------------------- .. . . ... . .................. --------------- --- - ---- — ----- - — — ------- — — — — — _- — _ — --------- --- — ----------- --- — ----- -- ------------------------------------------- — — --------- — --- — ------------ I ...... ..... ... ...... ....... ... ....... ..... + ta . . . . . . . . . . . . . . . . . . . . . A RUBBER GYM FLOORING, BY LAP. ----------- . ....... ..... . . .... . . . .................. ..... --- ----- ------ .1 . -- ----- ........... ....... ........ . ....... . . ..... ------------ . ..... .... ...... - - ---- ----- RIDS' .......... ------- ---------------- ----- ------------------------------------ ------------------------------------------------------------------------------------------------ - --------------------------- ... ................... K -------------------------- LUB B EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. ... ..... .. --------- ---- -------- ---- ............... ............. - -------- G: ------- ----- ------ ----- G.Y LIN B RESILIENT FLOORING AS SCHEDULED. ------------- ----------- : : tc EL - ------------ ------------- . ...... ... ........ ..... ...................... . .......... ........... - - -------------- -- - - ---------------- - -- - ... . ............ B TILE FLOORING AS SCHEDULED. CONG ------------- I I - I I ----------------------- ........... ........ .............. .. .............. ........... -------------------- .................................................... ......................................... - ----------------------------------------- . ......................................... . . . . ................ -------------- - ----- ------------------------------------ - --------------------------------- ........... ....... ------------------------------------------------------------------------------------------------------------------- .......... B ENTRANCEMAT 9 ---------- ................. . .. ....... .... ..... . ... .......................................... . ..................... ------ - --------------- ---------------------- ----------------------------- --------- ----------------------------------- ----------------------------------------------- -- -- - -------------------- .................... ..... .......... ................... . .............. B RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. . . . ......... . . . ____ . ............................... =.:::: . ...... . ...... ............. . . . . . . . ..... JAN. - - ----------- ------- ------ - - -------------------------------- ----- ----------------- - - - . . . . ......... ------ -------------------------------------------------------------------- - --------------- - --------- - ---- ------ --- ----- ------ -- --- ----- B GRAPHIC LOGO PAINTED ON WOOD FLOOR PATTERN: ------------ - ---------------------------------------- . ..... ------------------ ------------------------- ----- --------------- ............ .. . ............... : : : ------------ - --------- --------------------- ........ ................... ------------------------ ... --- ----------- ------------------------------------------ .............................. ------------------------------------ . ...... ------------------ - - - - . ..... ------------------------- 7 .. . ..... ...... P! 8,431 ON I .... . . . ...... ....... B TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER 1 --t t FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W1 ARCH. DWGS. . ..... ...... ----------------- ----------------------- 1- 4 ------ ...... - -------- -- ----- -------------------------- - ------------- - .... ............. ..................... B ALUMINUM STOREFRONT THRESHOLD, VERIFY W/ ARCH. DWGS. ...... . ........ --- .... ... ...... -------------- - ------------------- - ---- :::=- t* 'i I : ; . . ------- - - - - --------- . ........ . ...... . ..... . .. . . . U.R.R - ----- - --- + + + + 131 NOT USED _ ----- ------ -- ---- 1 ; - -- -------- ........... --------------- -- - ---- . ............ -7 - - --- - ------------- - - ------------------- ----------- _4 t ""t t 1 -"t % 1% - + + + ------ --- -- ----- ' ' + + --- ---- ---- NOT USED -T L .. .......... ------------------------------------------------------------------- xj -------------- --------- — ---- ................ ----- — -------- __ __ __ ----i STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB -FLOOR @ 45 B ---------- B DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINTS ALIGN ------ - - - ----- - ------------ .......... - - - - - - ------------- -------------------------------------- ................ ...................... 1va. W/ FINISH FLOOR JOINTS. ------------------------------------- - ----------------- .............. .......... . ... ------ - ----------------- ................................. ------- ------ ---------- ------------- it t BEYOND THE START OF RAMP. B SHEET VINYL TO EXTEND 24 ------- - ---------------- -- ------- 7- ------- ---- . ....... .... ... .... ------------------ ------- - ------------------------------------------------ ...................... ................. -------------------------- ---------------- id :$:� ................. ------------- - ---------- '0. T_ ---------- - ------ . ............................. B FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK EQUIPMENT. . . . ......... ------------- ------------ 1Qq . ...... .......... i : I : - . - I �p ----------------- ............ - ------------- ------------------ ----- ---- - --- - ---------------- - ------------------------------------------- NOT USED WIWI -7 ... . ... ..... .. . ... ...... . ... . ... ...... — PROVIDE 2" CONTRASTING NOSING STRIPE AT TOP AND BOTTOM STEP AND AT ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. B ---- ----- ------ --- ----- ------ ... ..... --- ------ ----- ---- ------ : -t t t --- ----- ----- 4 ...... ...... --- ------ ------ ... .. ------ ---------- ----- - ----- -------------- WEIGHT ............... ... ...... ...... ------ ----- ... ... 4 4� AREA U.N.O. (G.C. INSTALLED) 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE ts ----- -- ------ --- ----- ------ .................. ---------- .. ..... ... ..... ..... .................. i --t t 1 B 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 2 6& 1 T_ 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) VINYI. T L —3 o I 17Y I PATTERN B 4" BREATHING BASE ATWOOD FLOORING. __DIRECTIO&_� CAR D10 B 6" TILE BASE AS SCHEDULED -- --- ------------- --------- ----- -- ----- ------ ...... --- ---- - ------ --- ----- ----- - --- ----- --------- ------ FB 0 ... ..... ...... j7 I ..... B 5" MOSAIC TILE BASE AS SCHEDULED c). 2 . ... ... ...... ...... t.. ..... ... r r 1 B 26 U T M MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. :3A 1, L L, .... ... ... ... ---- - - -- ... ..... ..... ... 7-- ----- ----- ..... - ...... ... ...... ...... --- ------ -- --- I --- ----- ----- -- ---- -- -- B 17" CERAMIC TILE WAINSCOT BASE V. . .... .... .. .... ... . .... .. IL ...... ..... ... ------ --- ...... . ----- - ---- I r r --- ----- ----- --- VfNYL Tf E B SELF COVING SHEET VINYL BASE PER SCHEDULE. ------ ..... --- ----- ----- t i ROTE] ----- ------ - - -------- ...... ----- ----- --- ----- ----- iN ---- ------ ... ...... ... ...... ...... - - ------ ------ ------ ... ..... ...... ... ---- ------ Z! RE "17 1 DR T. ------ ------ ---- ----- ------ ------ ----- .. ...... ...... --- ------ ------ --- ------ --- - B 6" VINYL BASE PER SCHEDULE t t ----- ------ oa000 . ... ... . .... ... ..... r r B r r r 4" VINYL BASE PER SCHEDULE ::AJLQLLNRfJ B GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE C E -- - --- _-_ -AT IF -11,11 W!:i -- ----- ----- ...... ..... -- ----- ----- -- ----- ----- ... ------ ------ ... 7 ... ...... ...... - ------ ----------- FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS 3YA ----- - ------ --- --- ------ ------ --- ------ ... ...... ...... --- ----- -- ---- -4 ----- .. ...... . .. .... ... .. . .. .. ... 6 .2 �� 1 A LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. ------ .... ...... ...... FOR MOUNTING DETAIL. ------ ------ i . ..... j �t I t 112/7� ... ... ...... ------ ------ --- ...... ..... ..... ...... ....... ... ..... .. ...... t ... .... . ...... ... .. ...... ...... . ..... - - ----- ----- ----- ..... ----- ----- ---- ---- ----- ..... ----- ----- ..... ----- ..... ---- ----- ----- .... ..... .... .... ----- ..... ----- ----- .............. B .. ....... ... ...... ...... - --- ----- P- -PT - -- --- DRINKING FOUNTAIN --- ------ ................ Ty ..... ----- ..... ... . ... .... .... .... .... . ... .... --- ---- ----- ----- ----- ..... .... ..... ----- ----- ------ ----- ----- ----- --- - ----- ----- ----- ----- ----- B PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. COLUMNS -- ----- ------ -- ----- ----- ..... ..... ..... ..... ...... ..... ..... ..... ..... ...... ..... ..... ..... .... .. ..... ..... ..... - - - - ... ...... ...... �$T PERSONAL TRAINING B FULL HEIGHT WALL TILE .... ..... ---- ----- ------ ----- ----- ----- ----- ..... ..... ...... U 1 ----- ..... .... ----- ..... ..... ..... .. ... ...... ...... ..... ..... ..... ..... ..... ...... ..... . ..... ------ .... ..... ..... . ..... ..... ..... ..... ..... ..... ..... ..... - - - - OT F -- - - - - - - - - - - .... ..... ----- ----- ----- ----- ----- ----- ..... .... ..... ----- --- RIFY T -RUBBER B 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) _EXTEN E .... ..... ----- ..... ----- - -- ----- ----- ----- .... ..... ----- ..... ----- FLOORING ATFREE WEIGHTS WITH - -- ---- -- ----- ..... ----- ----- .... . ---- - --- ---- --- ..... ----- . ... ..... ..... ..... ..... ...... ... . ..... ..... ..... ..... ...... .. 20 ..... ..... ..... ...... ..... ..... ..... .... . ..... --------- ..... ..... ..... ----- ... NOT USED -- - - - --- ---- ---- ----- -------- ----- -.LATEST-LAF-EQUI PM ENT PLAN -- ---- ---- --- ----- --- - - - ----- - led MIRROR MOUNTED ABOVE BASE. V.I.F.CLEARANCE &EXIST. LOCATIONS PRIOR TO --- .... ... ..... - ----- ----- ..... ..... ----- ----- ..... ---- ----- ----- .... ---- ----- ----- ----- ---- ----- ----- ----- ----- ..... ... .... ..... ... ----- .... ..... .... STO. B INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. ..... ..... ..... .... ---- ----- ----- ..... ------ ----- ..... ..... ----- ..... ..... ----- ----- ----- ----- I ---- ----- ----- ----- ----- ..... ..... ..... ..... ..... ----- ..... ----- ----- ..... ----- ..... .... ----- ..... ... . ..... - - ------ ------ o ----- ----- ...... ..... ..... ..... ---- ----- ..... ..... ----- ---- ----- ----- .. .... ----- ... ..... ..... ----- ... . ..... ----- ..... ..... --- ..... ..... ----- I ---- ..... ---- ----- ---- ----- ------ ----- --- -LL23 B WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP ------- ----- .. . . . . . . .................... ...... ------ ----- AND BOTTOM PLANK. - --- - - - - - - - - - - - - - - -- - - ----- --- ----- ------ ---- ----- ----- ----- ----- ----- ----- ------ ----- ----- ---- - - ----- ----- ..... . . . . . ..... ..... ..... ...... ...... ..... ..... ...... ----- ... ...... ...... . ..... IB BASKETBALL BACKBOARD, BRACKET, BRACING. PAINT BRACKETS TO MATCH ADJ. WALL COLOR. ..... ...... .... ... ..... ...... ..... ..... .............. S1 f-013 I - - ----- --- . ..... ..... ... .. ..... .... I....... ..... . .... B BASKETBALL WALL PADS, COLOR: W06 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL ----- ----- ..... ---- ----- ..... ----- ..... ----- ----- ----- I ----- ----- ----- ----- ---------- ..... ...... . ....... ..... ..... ..... ..... ..... ..... ..... ..... . ...... ..... PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. ..... .. ... .. ...... . ........... .. ..... ..... ..... .... . ...... �122 ----- ----- .... . ..... .... ------ TYP FREEWEIGHT -- ---- ..... ..... -- -- --- ----- 9-- 1 B PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. 20- COLUMNS ... ..... --- --- ------ --- .... ....... ------ -- ------ ------ - - ----- ----- ..... ----- ----- ---- --- ... .. .... .... ---- ----- ----- Ill Y1 MIRROR DIMENSIONS SHOWN ARE LAP PREFERENCE. VERIFY WITH LOCAL MANUFACTURING .. ..... ----- ----- ----- ...... ----- ----- - ----- ----- ..... ---- ----- ----- ..... ..... STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING. ... .. .. .. ... P kT-'..'-EIZN ----- ------ . ...... :139 ----- ----- ----- ..... ..... ..... ------ ------ ----- ----- ----- ----- ----- ..... - ----- ----- ----- - I . I i i CIRC T TI ------ ----- ---------- ----- ----- ---------- E_R i t i ..... ..... ----- ---- ----- ..... ----- ---- --R .... ..... ..... ----- ----- ----- ----- ----- ----- ----- .... ---- ----- ..... N.QTE� PROVIOE 00 TIOt ..... ----- ..... ----- ------ ------ 011 ZEC 3 B RACQUETBALL WALL PANEL BY VENDOR 13A$EAS SPH eDU_�D �AI —4 11 YL FIOQMQ B RACQUETBALL GLASS PANEL BY VENDOR ------- - ------ - --------------- ---------------- ..... ..... ..... .... ..... ..... ..... ----- ----- ----- ----- ----- ..... ..... ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ---- ..... - - ------- --- - - — - ----- ..... ..... I ..... ..... ..... ..... ..... ..... ..... ........ - - ----- - NOT USED ----- -- --- ---- ----- ----- .... ..... ----- ..... ..... ---- ----- ----- - - ------ -WNYL TH E, -FREE - - - - - - - - - - -- - - - ...... ............ !PA ----------- ----- ... ..... ...... -- ------------- D WElGHTS ----- ----- ---- ---- ---- ----- ----- .... ..... ----- ---- ----- -- -- ----- TIEf N --- ------ - MEG ----- ------ . ... ..... ..... ..... ..... ...... ..... ..... ..... ...... ..... ..... ..... ..... ..... ... ----- ----- .......... ------- --- ------ ------ E *,* -- ----- ---- ---- ----- ----- .. ..... ... - I : : ; il ------ ....... _N . ... .... .... .... .. B -___VERIEY - BER .. . ..... ... ... ...... ...... .... ..... ... ..... .. ...... ----- ----- ----- F OTE_t �EXTENTOFRM ... ...... ..... ... ..... ..... ... ...... ...... i7� -- - -- ----- ---- FLOORfNGAT-FREE VEIGHTS-WITH ..... ----- ---- ... ... ...... ..... .......... ...... ...... ... ... ..... ----- .. ..... ...... ............ ------ ----- ----- ----- ----- .... ..... .... ----- ..... ..... ..... ----- ----- ----- ... LATEST -LAF--EQ-UPMENT PLA N -1- t *11 : r ----- ------ ... ..... ...... ... . ............. --- ------ --- ------ ----- - ----- ----- ----- ----- ..... ..... ..... ---- .... .... .... ---- ..... ----- .............. ------ ..... --- ----- ----- ----- ----- .. ..... ---- .... ..... ..... ----- ----- ..... ..... ----- RB --- ------- ----- ------ ------ ------ ID-5.1-- ------- .... ...... ..... ..... ..... ...... ...... ..... ..... ..... ..... ..... ... ..... ..... ..... ..77 - POOL ------------------ ------ ----- --- ------- ------ ------ ... ...... .. ... .... .... .. & SPA ...... ...... 2t. ------------- ..... . ..... .. ...... ..... --- ----- ------ --- ------ ------ ..... ..... ..... ..... ----- ----- ----- ----- ----- .... ----- ..... ..... ----- ----- ----- 118 .... ..... ..... ..... ..... ..... . ..... ... ...... ..... ..... ..... ..... ...... ..... ..... ..... ... ........ ...... ---- ------ ...... . ........... ---- ----- ----- K_ 13'0_�_TYI�. �:RWW ----- ---- ---- ..... ----- ----- ----- ----- ----- ----- ---- ----- ----- ..... - --- - - . ... ..... .... ..... ..... - ----- ..... .. ..... ----- ----- ----- ----- D- 5.3,Lm VIN)a ------------ . ...... ..... ..... ..... . ..... . ..... ----- ... ..... ..... ----- ----- ..... .... - - -- ---- ----- ----- ----- ----- ------ ..... .... ..... ----- ----- ----- - — ----- ----- --- -- -- ----- .... ..... ----- ----- .... ----- ..... ----- ----- ----- ----- ----- ----- ----- ----- ... - ----- ----- ----- -------------------- ------ ------ -------------- -------------- ....... --- ---- - ----- . . . 17 ---- ----- ----- ----- ---- ----- --- ----- ----- ----- ---- ----- ----- ..... C . .... ..... T ----- ... ..... . ..... .... ----- ..... ----- - .. ..... ----- ------ .... ..... ... .... ..... ----- ..... ---- ----- ..... ..... ...... ... ..... ..... ..... ..... .......... . .......... ...... ..... ...... .. .. .... .... ... ..... --- ..... ..... ----- ----- .. - I r - __ 1 j ..... ..... .... .... ---- ----- ----- ------ ------ ----- ----- ..... . ..... ...... . . . . . . F . ..... . ..... --- - ---- -- ---- ----- ..... 13 C3 I M in SOCIAL ---- ----- .... ..... ..... ----- ----- ----- ---- ----- --- - ----- ---- .. ..... .... ---- ----- ----- ..... ----- ----- ..... tU U rLi-Lilil ----- ----- ... --- --- ----- ---- ----- ----- t..... ..... ..... .... . ..... ..... ----- ---- ----- ----- ----- ----- --- ----- ------ ..... ..... ..... 4- ... .... ... ..... ..... ..... .... ---- ------- .... ........ ...... ... .. ----- ..... ----- ..... .... ... ..... ----- .... ..... ----- ... ..... ..... ..... ----- ..... . ......... ....... ........ -------- ------ U. ----------- U U SALES ..... ..... ... . ..... ..... ----- ----- ----- ----- ----- ----- ...... t E----- ----- ..... . ..... .... ...... ........ .. . in . . ..... ... ;T -:----:T VfNYL- ......... .. ......... ........ . . ................. - ----- --- ---- --- .29 -20) ----- ..... ----- ----- .... ... .... ..... ..... ---- ---- ----- .... .. .... ---- ---- ----- ...... .... I 11D f 0 F1 rF1 ID -2.2 FLOOR FINISH LEGEND: + TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES C>< MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. RUBBER FLOORING ENTRY MAT (BY OWNER) GLUE DOWN CARPET TILE EXPOSED CONCRETE SEE FLOOR FINISH PLAN I FOR PATTERN DIRECTION. F WOOD FLOORING. SEE FLOOR FINISH PLAN FOR PATTERN CUSTOM PADDED PLAY DIRECTION. EQUIP. FLOORING SINGLE COLOR(1X1) MOSAIC RESILIENT SHEET T - ---- ----- FLOORING PER FINISH SCHEDULE CUSTOM MOSAIC PORCELAIN TILE FLOORING. SEE ID -5.2, VINYL T ID -6.1 & ID -6.2 FOR PATTERN ILE:'LIGHT'COLOR. SEE FLOOR DETAILS AND PANEL LAYO LIT. FINISH PLAN FOR PATTERN DIRECTION. s. 12"' 24" PORCELAIN TILE ARK'COLOR. FLOOR FINISH PLAN VINYL TILE:'D STACK BOND PATTERN. SE E FLOOR FINISH PLAN F 1 FOR PATTERN DIRECTION. SCALE: 3/32" V-0" 0 4' 8' 16' ------- --- --- ---------- --- - -- - 12" X 24" TILE BORDER 2 o 3 4 o 5 o 6 7 o 8 9 10 o 11 o 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford I FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for oesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. P reliminory format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT Schroeder Architects ARCHITECTURE INTERIORS S: URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA0017 4-40,11. �4 7 DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE - AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FLOOR FINISH PLAN SHEET NUMBER: ID�l al G ° B L IQ E F 1 2 3 4 5 6 ° 7 ° 8 ■ I I I C ---------------- P 140 I 14E CARDIO TYP. AT UPPER WALL TYP. AT 0 0 LOWER �s�rs�r�c■�ro�ri,Fav®e�►�.r��rr�a■�r�a►rr3aara�vr�e�rrs�s+r�rrn�s�ar.�ra�re�sa�re�r®eo�e►re.�e�r�r®rsns.��rawrr�rsL►mrewrs�rra�r�r�rsr � 4 D CYCLING ® � � 3142 � I� Lki ® ® _- _ o it 0 r—� ■iii �■ � �` ���� ■II �? r' Ili ■li li Mal purpropoo li Ir I e liilti�iii�1�' � �I I� AT WALL ABOVE WB -1 0 ��: fil 0 i � ■_� �� ®i M PFFSPEPP �a �, n is ilii1444 III . 1 22E A.V. N N ❑ --- _ I 13Z_21E 0 L Ll F_--- P 2D WB PL_j 6E 1 19A I j........ ❑ < _.. SAUNA'. �_ 0) � t ANCILLARY 1 1 113A [ CIRC. 144 P 127 W.T.R P 17E I I ` 128 1E G17 --I' M.T.R SAUNk D CIRC. ❑ '. G76 113 ' \' _ ..�._ 0 1� L — STO. ° ■ ■ ■ 1276 ❑ - -- -- -- I STO. I P - - PERSONAL TRAINING .j �::_: , W.S.R r _ - _ 107 1 115A ) 129 °P P: P P .. .... .- III G7A 10E 14D I� 17D 17D „ WB P 1 I VEST, VEST. 1 19A 116 130 °� P �I I; M.S.R I, 22E 115 -.. - """_ "14D 122-' a i II ! e ,I ti --- --- P {. G18- .------------------ ...---- WB TYP. U.N.O. 1 19A 1 - 2101 i' ? (� I RqD FREE 20 WEIGHTS CIRCUIT P.E. • `�-._.i li 138 139 119)- P P I Y� ------ {' TYP. U.N.O. J._. ----... --------- i.;.... 'I 1E 1E Iil — TYP. U.N.O. G6 TYP. AT WALL FROM TOP OF POOL l 18E MIRROR TO 2" ABOVE EDGE OF 1 I STO. j { { i &SPA 11 BOTTOM PLANK 121 I y , WB P P 1 1 1 19A P 22E -- I G2 di} 14E.. . . ........ 1 P . q i j ! • ED 0 i. 1 _ .......... ............. .. 1 ❑ -- 1 1 - SOCIAL P - -- ---------- ED-- {. I 103 18E " � i II - _-- - 1 {1 SEE SHT ID 4.0.1 FOR - --- 9E + SURFACE PREP AT ART �41 G31GRAPHIC. RECEP. WB P' 101 _.. L-.... - - - - - --- -- - ... ---0 -.0 .. SALES- ■: ■ ;1 I 102 t--< WB P 9E 1 1 1 19A P P �• P P P G5 P 9E 9E 18E 18E 17E 17E G4 --- --- -- -.-:- - 21D.. PAINT BREAK/ ART GRAPHIC PLAN SCALE: 3/32" =1'-0" 0 4' 8' 16' 1 ° 2 ° 3 ° 4 • Y�rri�oi■i.@i J i ° 5 ° 6 ° 7 ° 8 I® NOTE: SEE ID -6.0 AND ° 10 ° 11 ° 12 GENERAL NOTES: MATERIAL SPECIFICATIONS1 FOR FINISH AND 1 PlEq TYPICAL AT ALL WALLS, LOW SOFFITS AND COLUMNS, UNLESS NOTED OTHERWISE (U.N.p.) 2 B 47 USE AT ALL WALLS TO RECEIVE ART GRAPHICS, SEE: ID -6.0 FOR P-47 SPECIFICATION. 3. ART GRAPHICS SUPPLIED BY LAF. GC TO PREPARE WALL TO RECEIVE ART GRAPHICS PER PROJECT SPECIFICATIONS. REFER TO THIS SHEET FOR LOCATIONS. 4. SEE INTERIOR ELEVATIONS SHEET ID -3.0 TO ID -3.2 FOR ADDITIONAL INFORMATION. 1 MIRROR ART GRAPHIC WB WOOD BAND BY MILLWORKER. SEE ARCH. DWGS FOR 1 DETAILS P NOTE: WALL BEHIND WOOD BAND TO BE PAINTED BLACK 19A 2" FROM EDGE OF TOP AND BOTTOM PLANK. KEYNOTES: 10 CG -PROVIDE CLEAR CORNER GUARDS AT ALL OUTSIDE CORNERS OCCURRING AT WRAPPED GRAPHICS AS INDICATED BELOW. G1 RECEPTION: FULL WALL GRAPHIC AT MILLWORK INSET G2 CIRCUIT: FULL WALL GRAPHIC AT MILLWORK INSET G3 SALES: FULL WALL GRAPHIC ABOVE COUNTER G4 SALES: FULL WALL GRAPHIC G5 CIRCUIT: FULL WALL GRAPHIC G6 FREE WEIGHTS; FULL WALL GRAPHIC ABOVE MIRROR 1 G7 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE MIRROR G76 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE WOOD BAND G8 BASKETBALL: FULL WALL GRAPHIC AT INSET G9 BASKETBALL: FULL WALL GRAPHIC AT INSET G10 CARDIO: FULL WALL GRAPHIC G11 AEROBICS: FULL WALL GRAPHIC G12 CYCLING: FULL WALL GRAPHIC G13 KIDS KLUB: FULL WALL GRAPHIC G14 KIDS KLUB: FULL WALL GRAPHIC G15 LOCKER CORRIDOR: FULL WALL GRAPHIC AT INSET CG G16 LOCKER CORRIDOR: FULL WALL WRAP-AROUND GRAPHIC G11 CIRCULATION: FRAMED GRAPHIC G18 CIRCULATION: FRAMED GRAPHIC CG G19 POOL VESTIBULE: FULL WALL WRAP-AROUND GRAPHIC G20 POOL: FULL WALL GRAPHIC AT INSET G21 POOL: FULL WALL GRAPHIC AT INSET G22 SPA: FULL WALL WRAP-AROUND GRAPHIC ° I BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: .Aa Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Nates 1. The design shown on this drawing is the property of SDA, and is not to be used o r disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions ore in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary formol for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE INTERIORS URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 � e ID�l DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: PAINT BREAK / ART GRAPHIC PLAN SHEET NUMBER: 02 A ° B C LC E F 1 ° 2 ° 3 ° 4 ° 5 ° 6 ° 7 ° 8 ° SOFFIT WHERE MOUNTED SOFFIT WHERE MOUNTED ° 10 ° 11 ° 12 GENERAL NOTES AND SYMBOLS: 1. PAINT COLOR TO WRAP AROUND ALL SIDES OF SOFFIT TYP. 2, ALL SOFFITS TO BE PAINTED A MINIMUM OF 6" ABOVE LEVEL OF A.C.T., TYP. 3. SEE ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS. 4. SEE PROJECT SPECIFICATIONS FOR SCHEDULED LIGHT FIXTURES. 5. ALL LAY -IN CEILINGS TO BE ACT -1 U.N.O., SEE ARCHITECTURAL SPECIFICATIONS. 6. THIS PLAN INDICATES PAINT COLOR AND PLACEMENT AT SOFFITS ONLY. THIS PLAN DOES NOT INDICATE ASSEMBLIES OR PROFILES. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. IF SOFFIT HEIGHT INDICATED IS IN CONFLICT WITH ARCH. DWGS., CONTACT SDA FOR CLARIFICATION. 7. SEE SHEET ID -6.0 FOR FINISH SPECIFICATIONS AND COLOR. M1P MATERIAL COLOR to 1 ,1k f FOR FINISH REFERENCE ONLY KEY NOTES:NOTE: KEYNOTES ARE L AND MAY NOT OCCUR ON EVERY OR ON EVERY PROJECT. ESE PA LAN FOR APPLICABLE NOTED AREASHEET, 1A P ALL SOFFITS AND CEILINGS EXCEPT A.C.T. TO BE PAINTED P -1A U.N.O. , C1 CEDAR WOOD CEILING PANELS PER SAUNA VENDOR. C2 NOT USED C3 41/4" X 41/4" CEILING TILE @ 45 DEGREES. CL1 ARMSTRONG'WOODWORKS LINEARCEILING PANELS CL2 STONEWOOD CEILING PANELS CL3 SUSPENDED CEILING PLANK SYSTEM BY MILLWORK VENDOR. REFER TO ARCH DWGS FOR UNISTRUT AND THREADED ROD PROVIDED BY G.C. REFLECTED CEILING FINISH PLAN F1SCALE: 3/32" =1'-0" 0 4' 8' 16' 1 ° 2 ° 3 ° 4 ° 5 ° 6 7 8 9 10 ° 11 ° 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WW W.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE Its INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 ,f t= < •r Y 1 F i 4. � � z DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: REFLECTED CEILING FINISH PLAN SHEET NUMBER: 1 ID�l m3 A B C D E F 1 2 ° 3 ° 4 5 ° 6 ° 7 ° 8 ° 9 ° 10 ° 11 ° 12 @ BAR to VI TO RB @ TILS Al SOCIAL LJI LJ 103 I I l 1 IIt CARPET TILE PATTERN LJ LJ DIRECTION a[ .......... - - - - - — ------------ TO --- R TYP. AT EVERY 3 COURSES OF T B5 CT TYP. AT FIELD TILE, 1A- tt N:4: CT__ TY.P._AT BORDER---- 1B ORDER--_1B AND BASE U.N.O. I -- ENLARGED RECEPTION / SALES / SOCIAL PLAN SCALE: 1/4" = V-0" 0 2' 4' 8' 1 ° 2 0 3 ° 1 Q 7 1 0 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES ARE L AND MAY NOT OCCUR ON EVERY KEY NOTES : OR ON EVERYY PROJECT. ESEPLAN FOR APPLICABLE NOTED AREASHEET, B (DGLUE DOWN CARPET (G.C. INSTALLED) A O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B O3 WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A O RUBBER GYM FLOORING, BY LAF. B O EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. B O RESILIENT FLOORING AS SCHEDULED. B O TILE FLOORING AS SCHEDULED. B O ENTRANCE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W/ ARCH. DWGS. B 12 ALUMINUM STOREFRONT THRESHOLD, VERIFY W/ ARCH. DWGS. 13 NOT USED 14 NOT USED STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB-FLOOR45 B 15 DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK / EQUIPMENT. 18 NOT USED PROVIDE 2" CONTRASTING NOSING STRIPE AT TOP AND BOTTOM STEP AND AT B 19 ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. B20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT O AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. r B 24 6" TILE BASE AS SCHEDULED l B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS, FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 39 NOT USED 40 49 NOT USED B 50 DRY GROOMING COUNTER BY HOLLMAN. ARCH TO COORD. POWER AS REQUIRED. B 51 SOLID SURFACE COUNTERTOP, INTEGRAL BOWL WHERE OCCURS BY MILLWORKER, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 52 NOT USED B 53 MIRROR MOUNTED AT CENTERLINE OF SINK. WIDTH VARIES, SEE ELEVATIONS. B 54 LOCKERS BY HOLLMAN. SEE ELEVATIONS AND DETAILS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD SAUNA PANELS BY G.C. B 57 SCHLUTER COVE PROFILE AS SCHEDULED. SEE ID -5.2 AND ID -6.1. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. URINAL PARTITION WHERE OCCURS, VERIFY W/ ARCH PLANS. SUBMIT SAMPLES TO B 65 SDA FOR COLOR SELECTION. B 66 GRAB BAR. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND LOCATIONS PER LOCAL / STATE CODE AND A.D.A. REQUIREMENTS B 67 TOWEL HOOK LOCATION, ONE HOOK REQUIRED PER SHOWER. SEE DET. F1/ID-5.2 FOR MOUNTING HEIGHTS. B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 MAGNUSON GROUP WH02-A WALL RACK, MOUNT LOWEST SHELF AT 48" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED B 75 18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWD PANEL, WOMEN'S LOCKER ONLY. PLYWD PANEL G.C. INSTALLED, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 76 - 79 NOT USED FLOOR FINISH LEGEND: TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. Tr I' 1 ENTRY MAT RUBBER FLOORING (BY OWNER) GLUE DOWN CARPET TILE EXPOSED CONCRETEE SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. _:: WOOD FLOORING. SEE FLOOR v " .CUSTOM PADDED PLAY FINISH PLAN FOR PATTERN w W .fie3::::::::::::::::. :::::::::::::.. .::::::::::::::::::::: DIRECTION. W EQUIP. FLOORING ? « 1+ SINGLE COLOR(1X1) MOSAIC RESILIENT SHEET FLOORING PER FINISH CUSTOM MOSAIC PORCELAIN SCHEDULE TILE FLOORING. SEE ID -5.2, ID -6.1 & ID -6.2 FOR PATTERN j :!. { VINYL TILE: 'LIGHT' COLOR. L.; SEE FLO _. DETAILS AND PANEL LAYOOR FINISH PLAN UT FOR PATTERN DIRECTION. is 12" X 24" PORCELAIN TILE - - iVINYL TILE: 'DARK' COLOR. + - - - - STACK BOND PATTERN. ` I _�., : �---�� � SEE FLOOR FINISH PLAN --------- FOR PATTERN DIRECTION. [—T—I 12" X 24" TILE BORDER 10 ° 11 ° 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: I Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 v � , ry DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE.- AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED FINISH PLANS SHEET NUMBER: j{• ■ 0 B C 0 E F 1 2 0 3 ENLARGED LOCKER ROOM PLAN SCALE. 1/4 -1-0 0 2 4 8 1 0 2 0 3 4 A N 7 0 0 4 7 0 (i 9 0 9 10 10 0 11 0 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES AREKEY NOTES : NERAL OR ON EVERY PROJECT. ANDESEE PLAN FOR APPLICABLE NOTED AREASHEET, B Q GLUE DOWN CARPET (G.C. INSTALLED) A PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B O3 WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A O4 RUBBER GYM FLOORING, BY LAF. B O5 EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. B O6 RESILIENT FLOORING AS SCHEDULED. B7O TILE FLOORING AS SCHEDULED. B O ENTRANCE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W/ ARCH. DWGS. B 12 ALUMINUM STOREFRONT THRESHOLD, VERIFY W/ ARCH. DWGS. 13 NOT USED 14 NOT USED STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB -FLOOR @ 45 B 15 DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINTS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK/ EQUIPMENT. 18 NOT USED PROVIDE 2" CONTRASTING NOSING STRIPE AT TOP AND BOTTOM STEP AND AT B 19 ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. B 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED 40 49 NOT USED B 50 DRY GROOMING COUNTER BY HOLLMAN. ARCH TO COORD. POWER AS REQUIRED. B 51 SOLID SURFACE COUNTERTOP, INTEGRAL BOWL WHERE OCCURS BY MILLWORKER, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 52 NOT USED B 53 MIRROR MOUNTED AT CENTERLINE OF SINK. WIDTH VARIES, SEE ELEVATIONS. B 54 LOCKERS BY HOLLMAN. SEE ELEVATIONS AND DETAILS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD SAUNA PANELS BY G.C. B 57 SCHLUTER COVE PROFILE AS SCHEDULED. SEE ID -5.2 AND ID -6.1. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. URINAL PARTITION WHERE OCCURS, VERIFY W/ ARCH PLANS. SUBMIT SAMPLES TO B 65 SDA FOR COLOR SELECTION. B 66 GRAB BAR. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND LOCATIONS PER LOCAL / STATE CODE AND A.D.A. REQUIREMENTS B 67 TOWEL HOOK LOCATION, ONE HOOK REQUIRED PER SHOWER. SEE DET. F1/ID-5.2 FOR MOUNTING HEIGHTS. B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 MAGNUSON GROUP WH02-A WALL RACK, MOUNT LOWEST SHELF AT 48" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED B75 18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWD PANEL, WOMEN'S LOCKER ONLY. O PLYWD PANEL G.C. INSTALLED, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 76 -8 NOT USED 0 FLOOR FINISH LEGEND: TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. RUBBER FLOORING ENTRY MAT l l (BY OWNER) GLUE DOWN CARPET TILE EXPOSED CONCRETE SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. WOOD FLOORING. SEE FLOOR " FINISH PLAN FOR PATTERN CUSTOM PADDED PLAY DIRECTION. W EQUIP. FLOORING = °°* SINGLE COLOR(1X1) MOSAIC _ RESILIENT SHEET FLOORING PER FINISH — SCHEDULE I CUSTOM MOSAIC PORCELAIN - TILE FLOORING. SEE ID -5.2, ID -6.1 & ID -6.2 FOR PATTERN VINYL TILE.'LIGHT COLOR. DETAILS AND PANEL LAYOUT. --, SEE FLOOR FINISH PLAN t. L. - -- , I FOR PATTERN DIRECTION. 12" X 24" PORCELAIN TILE . VINYL ILE. DARK COLOR r--- ------- STACK BOND PATTERN. - _ SEE FLOOR FINISH PLAN .... ' } -- FOR PATTERN DIRECTION. 12"X 24" TILE BORDER 11 0 12 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: L A 1 F I TiiNiiwgS Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE _= INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 e5 i tk Eh - �• t DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE.- AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED LOCKER ROOM FINISH PLANS SHEET NUMBER: I D�2 ■ 0 A B C V E F 1 0 2 F 1 ENLARGED POOL PLAN SCALE. 1/4 — 1 0 0 2 4 8' 1 o 2 3 3 4 a 5 0 6 0 7 0 8 4 5 0 N 1 10 11 0 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES AREL AND MAY NOT OCCUR ON EVERY KEY NOTES : NE OR ON EVERY PROJECT. ESEPA LAN FOR APPLICABLE NOTED AREASSHEET, OTEAREASHEET, B 1O GLUE DOWN CARPET (G.C. INSTALLED) A O2 PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B O3 WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A4O RUBBER GYM FLOORING, BY LAF. B EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. B O RESILIENT FLOORING AS SCHEDULED. B O TILE FLOORING AS SCHEDULED. B O ENTRANCE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W/ ARCH. DWGS. B 12 ALUMINUM STOREFRONT THRESHOLD, VERIFY W/ ARCH. DWGS. 13 NOT USED 14 NOT USED STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB-FLOOR45 B 15 DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK / EQUIPMENT. 18 NOT USED PROVIDE 2" CONTRASTING NOSING STRIPE AT TOP AND BOTTOM STEP AND AT B 19 ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. B 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED 40 _@ NOT USED B 50 DRY GROOMING COUNTER BY HOLLMAN. ARCH TO COORD. POWER AS REQUIRED. B 51 SOLID SURFACE COUNTERTOP, INTEGRAL BOWL WHERE OCCURS BY MILLWORKER, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 52 NOT USED B 53 MIRROR MOUNTED AT CENTERLINE OF SINK. WIDTH VARIES, SEE ELEVATIONS. B 54 LOCKERS BY HOLLMAN. SEE ELEVATIONS AND DETAILS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD SAUNA PANELS BY G.C. B 57 SCHLUTER COVE PROFILE AS SCHEDULED. SEE ID -5.2 AND ID -6.1. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS, A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. URINAL PARTITION WHERE OCCURS, VERIFY W/ ARCH PLANS. SUBMIT SAMPLES TO B 65 SDA FOR COLOR SELECTION. B 66 GRAB BAR. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND LOCATIONS PER LOCAL / STATE CODE AND A.D.A. REQUIREMENTS B 67 TOWEL HOOK LOCATION, ONE HOOK REQUIRED PER SHOWER. SEE DET. F1/ID-5.2 FOR MOUNTING HEIGHTS. B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 MAGNUSON GROUP WH02-A WALL RACK, MOUNT LOWEST SHELF AT 48" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED B 75 18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWD PANEL, WOMEN'S LOCKER ONLY. PLYWD PANEL G.C. INSTALLED, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 76 - 79 NOT USED POOL KEY NOTES: B 80 POOL DECK SIGNAGE PER CODE PROVIDED BY POOL CONTRACTOR. A 81 TOWEL HOOK BAR BY MILLWORK VENDOR. COORD. FINAL LOCATION AND MOUNTING W/ ARCH. B 82 POOL SAFETY SIGNAGE AND EQUIPMENT PER CODE. REFER TO ARCHITECTURAL SPECIFICATIONS AND POOL DRAWINGS FOR FINAL LOCATION AND DETAILS. B 83 COPING WHERE OCCURS PER POOL PLANS. B 84 TRENCH DRAIN. B 85 ACCESSIBLE POOL LIFT. SEE POOL DRAWINGS. FLOOR FINISH LEGEND: TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES D4 MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. iilA,t yry �' Ill ENTRY MAT RUBBER FLOORING i. .�.�;i. (BY OWNER) GLUE DOWN CARPET TILE EXPOSED CONCRETE SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. WOOD FLOORING. SEE FLOOR CUSTOM PADDED PLAY FINISH PLAN FOR PATTERN DIRECTION. W EQUIP. FLOORING SINGLE COLOR(1X1) MOSAIC " RESILIENT SHEET ` FLOORING PER FINISH CUSTOM MOSAIC PORCELAIN SCHEDULE TILE FLOORING. SEE ID 5.2, I ID -6.1 & ID -6.2 FOR PATTERN -' VINYL TILE: 'LIGHT' COLOR. I _l..b... y ., I SEE FLOOR DETAILS AND PANEL LAYOUT. 111 FINISH PLAN FOR PATTERN DIRECTION. 12" X 24" PORCELAIN TILE -+ I t - VINYL TILE: 'DARK' COLOR. ---- ------ STACK BOND PATTERN. SEE FLOOR FINISH PLAN .... .................. t.. ............... '. - I FOR PATTERN DIRECTION. I—T1 12" X 24" TILE BORDER 11 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW. SDA PARTN E RS H I PUSA. C O M PROJECT NAME: LQ0[F U4G9CE 2 2 Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS =j URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 r 1 H � C az B e YY fid I'. ' , ff 'R .v _ a {J ztrV i .. DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED POOL FINISH PLAN SHEET NUMBER: _ID�2 ■ ° 1 2 ° 3 ° d c AI 31 E F c it C 1 8 9 ° 10 OPENAREA ELEVATIONS �� SCALE: 1/8" =1'-0" 1 FREE WEIGHTS ELEVATIONS SCALE: 1/8" =1'-0" -----.--------------- -- - . - ----. LOCKER CORRIDOR ELEVATION SCALE: 1/8" =1'-0" 1 2 3 ° 4 5 ° BACKING WITH ARCH, PLANS. 6 ° 7 8 ° A .In ° 11 ° 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED 0 4' 8' 16' B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY, SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES AREKEY NOTES . NERAL OR ON EVERY PROJECT. ANDESEE PLAN FOR APPLICABLE NOTED AREASHEET, 1O -8 NOT USED B 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 -S NOT USED B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. B 41 WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP AND BOTTOM PLANK. B 42 BASKETBALL BACKBOARD, BRACKET, BRACING. PAINT BRACKETS TO MATCH ADJ. WALL COLOR. B 43 BASKETBALL WALL PADS, COLOR: W06 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. B 44 PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. 45 MIRROR DIMENSIONS SHOWN ARE LAF PREFERENCE. VERIFY WITH LOCAL MANUFACTURING STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING. B 46 RACQUETBALL WALL PANEL BY VENDOR B 47 RACQUETBALL GLASS PANEL BY VENDOR 48 -0 NOT USED II 12 I BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSHI PUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 t y r i 6 DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE.- 1/8" ITLE.- 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: 1 ID�300 A B C D E F 1 2 3 0 4 5 CL P 3 9E CI; @ INSTRUCTOR EQ.I EQ. VERIFY LOCATION OF SPEAKERS WITH LAF VENDOR. DWGS 6'-0" IRRO PANE S o CENTER D ON INSTRUCTOR co + I I i I I ELEVATION 'A' a40) 29 VERIFY LOCATION OF TRAINER'S CABINET W/ ARCH. PLANS CYCLING ELEVATIONS SCALE: 1/8" =1'-0" 6 0 7 9E 19E F / \ -1 6-0" MIRROR PANELS 9 CE14TERED bo =F Eji \11 L/ —1 .......... -------------------- .......................... ELEVATION'C' "o ELEVATION'D' P lid P P P P 8B P 15B 44 1B 15B 1B 44 16'-4"± 20'-7"± V.I.F. V.I.F. ART +I ART +I GRAPHIC co UL:- LL GRAPHIC G13 \ LLLv -v -------------- ----- ----------------- ----- ----- - _ - - - ELEVATION 'A' 30 ELEVATION ' T3u D1 ELEVATION 'C' 30 COAT HOOKS, SEE ID -4.2 ID -4,2 ��� UB ELEVATIONS Bi�-sCALE: 1/8" = 1' 0" EQ. EQ. F76' 0" MIR OR PA ELS o C CENT RED C N INST RUCTORIo as1. I I I I v ELEVATION 'A' VERIFY LOCATION OF TRAINER'S CABINET W/ ARCH.PLANS 23 45 40 PTYP. BETWEEN 5E BASE AND MIRROR o� 1 ELEVATION 'C' AEROBIC ROOM ELEVATIONS SCALE: 1/8" =1'-0" P P P P P P FEQ P15B 1B 44 18,8 16B 186 16B 1B EQ 3-6" 3' 6" T-6" T-6" i GAN PANE S ' I---------------------- ---------- ELEVATION 'D' 30 NOTE: PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. TYP. AT KK 1 A 1E E n 1A 21A E SCALE: 1/8" = 1'-0" 8 9 0 10 0 11 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED 0 4' 8' 16' B GENERAL CONTRACTOR (G.C.) SUPPLIED eP MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. N TE: KEYN TES ARE AND MAY NOT OCCUR ON EVERY KEY NOTES : OR ON EVERY PROJECT. GENERAL SEE PLAN FOR APPLICABLE NOTED AREASHEET, 1O -8 NOT USED B 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS, B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. B 41 WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP AND BOTTOM PLANK. B 42 BASKETBALL BACKBOARD, BRACKET, BRACING, PAINT BRACKETS TO MATCH ADJ. WALL COLOR. B 43 BASKETBALL WALL PADS, COLOR: W06 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. B 44 PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. 45 MIRROR DIMENSIONS SHOWN ARE LAF PREFERENCE. VERIFY WITH LOCAL MANUFACTURING STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING. B 46 RACQUETBALL WALL PANEL BY VENDOR B 47 RACQUETBALL GLASS PANEL BY VENDOR 48 -8 NOT USED Iv 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 18SUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE _= INTERIORS =j URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 4 o { pp r 46 t kill V DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE.- AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: 1 ID ■ 1 A B C D E F 1 ° 2 ° 3 ° 4 ° 5 ° 6 ° 7 ° st NOTE: BASKETBALL WOOD MOUNTING BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR NOTE: BASKETBALL WOOD MOUNTING BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR AN BASKETBALL ELEVATIONS SCALE: 1/8" =1'-0" P 1D 14'-6"± V.I.F. ART = GRAPHIC "' > G22 - � ELEVATION 'C' 27 SPA ELEVATIONS 15'-10"± V.I.F. ELEVATION'D' -------- ------_.-...._.....-.._._. ._..- ELEVAI ° Q ° 1n 41 ,. 47 PURPOSES AND EASE OF UPKEEP SCALE: 1/8" =1'-0" 1 2 3 4 5 ° 6 ° GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED 0 4' 8' 16' B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES AREKEY NOTES : OR ON EVERY PROJECT. MAYESEE PLAN NERAL DFOR APPLICABLE NOTED AR ASHEET, 1O -0 NOT USED B 20 30" HIGH CARPET BASE, TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS O FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 -& NOT USED B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. B 41 WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP AND BOTTOM PLANK. B 42 BASKETBALL BACKBOARD, BRACKET, BRACING. PAINT BRACKETS TO MATCH ADJ. WALL COLOR. B 43 BASKETBALL WALL PADS, COLOR: VW6 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. B 44 PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. 45 MIRROR DIMENSIONS SHOWN ARE LAF PREFERENCE. VERIFY WITH LOCAL MANUFACTURING STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING, B 46 RACQUETBALL WALL PANEL BY VENDOR B 47 RACQUETBALL GLASS PANEL BY VENDOR 48 79 NOT USED POOL KEY NOTES: B 80 POOL DECK SIGNAGE PER CODE PROVIDED BY POOL CONTRACTOR. A 81 TOWEL HOOK BAR BY MILLWORK VENDOR. COORD. FINAL LOCATION AND MOUNTING W/ ARCH B 82 POOL SAFETY SIGNAGE AND EQUIPMENT PER CODE. REFER TO ARCHITECTURAL SPECIFICATIONS AND POOL DRAWINGS FOR FINAL LOCATION AND DETAILS. B 83 COPING WHERE OCCURS PER POOL PLANS. B 84 TRENCH DRAIN. B 85 ACCESSIBLE POOL LIFT. SEE POOL DRAWINGS. 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA GO17 n u hA * tlM1i 1'R 6 �r � T DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY.- PROJECT Y:PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: 1 ID�3m2 A B C D E F 1 ° 2 3 ° 4 ° AP -1 3„ AP -1 SSA TYP. 0V - IIIIL CD CV N — � li if III I 'v E LP -5 WOOD GRAIN LAMINATE LP -5 =SOLID LAMINATE LIGHTING LOCATION. CONCEALED FRONT ELEVATION LED BY MILLWORKER LED -1 SCALE: 3/8" =11-0" LP -10 SS -4 I SOLID SURFACE It CV v RIGHT SIDE ELEVATION SCALE: 318" =1'-0" LEFT SIDE ELEVATION SCALE: 318" =1'-0" EASED EDGE CROSS SECTION SCALE: 3/8" =1'-0" SEE ELEC. DWGS. CPU MOUNTED INSIDE OF CABINET, TYP. 13'-3" CLEAR ANODIZED ALUM. B8 FRAME BY MILLWORKER ID 4.0.2 — I ILI I i 0 NN ( I EMERGENCY PHONE: ELECTRICIAN TO INSTALL A PERMANENT HORIZ. SINGLE GANG ELECTRICAL BOX WITH FLUSH MOUNT FACE PLATE AND A CONDUIT FROM THE SINGLE GANG JUNCTION BOX TO THE JUNCTION BOX BELOW THE DESK. -LIGHTING LED 1 LOCATION LP -10 LP -10 ❑P7 SCALE: 318" =1'-0" 1 ° 2 ° 3 ° 4 ° a _ -7 E9 ID -4.0.1 9'-0" 13'-3" 8" 4'-5" 8" LED COVE LIGTHING BY MILLWORKER LED -3 -_- - 7 — ---------- �i PRkT_E�tI 0 1 I F1 L +2 CONCEALED LIGHTING LOCATION AT M ID �---- SIGNAGE LEDGE BY MILLWORKER. 2'-6" 6"31 1 4.. I LED -1 z 40 +30 o C1 w q I I ¢ Z E1 ID 4.0.1 0 i qQ M ID 4.0.1 o I +34„ I J w I I mz 1 ❑a? I I w 0 � E■------ ... ■------ E aa� I I1 + 50 36 °a 's�6E D1 I I q I OOO I ID 4.0.1 C14 ❑ ❑ o 0 0 0 - - ........ --- - - - - - - ....... - _.. - - - - - LJ ..... _..... . - .._ ....... .... ... .... 12'-51 /4" 16'-6" 3:41 19'-6" ' N CONCEALED LIGHTING LOCATION TO WRAP AT CORNER OF DESK LED -1 /F9 Al ID -4.0.1 ID -4.0.1 1 RECEPTION DESK PLAN SCALE: 114" =11-0" UPPER SURFACE i ............................ I II MIN. 36" CLEAR H.C. ACCESS ........ ............ ---� z0 I I � MONITOR POLE PROVIDED I I N WS -C BY LAF - 7 3/4" FROM i OF M GROMMET, TYP. ' MOUNT TO WALL I I w w m z LIGHTING OVERRIDE SWITCHES, I ❑easeE w 0 RE: EMS AND ELECTRICAL I DRAWINGS I I I I 0 THERMOSTAT I WS -B WS -A - ° ---- as --- 000 -� -- ----- -- --- -- --- — -- j GROMMET, TYP. RECEPTION DESK PLAN SCALE: 1/4" =1'-0" WORK SURFACE POWER & DAl FROM SLAB CABINET FABRICATION NOTES: INTENDED USE: FINISH TOP SURFACE AT CLUBS 4" DEEP TOP PULL DRAWER ADJUSTABLE INTERMEDIATE 5_g FINISH & COLOR SHELF KEY LOCK FOR EACH DOOR WHERE TOP IS VISIBLE. 8" 4'-5" 8" PLASTIC LAMINATE TWO 6"X12" LOUVERS ON EACH SIDE WORKSTATIONS A & B PC UNIT, CB -C 4" DEEP TOP PULL DRAWER TOOLS, TV REMOTES. KEYS, MEDICINE CABINET AND LOST BRUSHED ALUMINUM ADJUSTABLE INTERMEDIATE SHELF & FOUND CB -D INTERMEDIATE SHELF WITH 1LIP ACROSS FREE WEIGHTS PLASTIC LAMINATE 00 MILANO CB -E D.1 VOLLEYBALLS AND BASKETBALLS QUARRIED STAR (CUSTOM W/O/ FLECK) FRONT RESIN ACCENT PANEL \ ADJUSTABLE INTERMEDIATE SHELF LA FITNESS MEMBERSHIP ID BLANKS irk ''_z KEY LOCK FOR EACH DOOR LED-3 CB -G VERTICAL MID DIVIDER PAPER & PRINTER SUPPLIES, OFFICE SUPPLIES, SHIPPING SUPPLIES, AND BUSINESS CARDS CB -H ADJUSTABLE INTERMEDIATE SHELF CLEANING SUPPLIES, BASKETBALL NETS, PUMP, BOLT CUTTERS LED COVE LIGHTING "rr q --j-.. BY MILLWORKER I MDF SEALED WITH SOLVENT BASED WHITE LACQUER == ART 'I' 'a. PAINT BY MILLWORKER. GRAPHIC P-47 - ur A "` GC TO PRIME SURFACE RECEIVING ART. ANY JOINTS IN MDF TO BE FILLED, TAPED AND �-� FLOATED TO LEVEL 5 FINISH. Y, __4 LP _10-1 LP -10 ❑P7 SCALE: 318" =1'-0" 1 ° 2 ° 3 ° 4 ° a _ -7 E9 ID -4.0.1 9'-0" 13'-3" 8" 4'-5" 8" LED COVE LIGTHING BY MILLWORKER LED -3 -_- - 7 — ---------- �i PRkT_E�tI 0 1 I F1 L +2 CONCEALED LIGHTING LOCATION AT M ID �---- SIGNAGE LEDGE BY MILLWORKER. 2'-6" 6"31 1 4.. I LED -1 z 40 +30 o C1 w q I I ¢ Z E1 ID 4.0.1 0 i qQ M ID 4.0.1 o I +34„ I J w I I mz 1 ❑a? I I w 0 � E■------ ... ■------ E aa� I I1 + 50 36 °a 's�6E D1 I I q I OOO I ID 4.0.1 C14 ❑ ❑ o 0 0 0 - - ........ --- - - - - - - ....... - _.. - - - - - LJ ..... _..... . - .._ ....... .... ... .... 12'-51 /4" 16'-6" 3:41 19'-6" ' N CONCEALED LIGHTING LOCATION TO WRAP AT CORNER OF DESK LED -1 /F9 Al ID -4.0.1 ID -4.0.1 1 RECEPTION DESK PLAN SCALE: 114" =11-0" UPPER SURFACE i ............................ I II MIN. 36" CLEAR H.C. ACCESS ........ ............ ---� z0 I I � MONITOR POLE PROVIDED I I N WS -C BY LAF - 7 3/4" FROM i OF M GROMMET, TYP. ' MOUNT TO WALL I I w w m z LIGHTING OVERRIDE SWITCHES, I ❑easeE w 0 RE: EMS AND ELECTRICAL I DRAWINGS I I I I 0 THERMOSTAT I WS -B WS -A - ° ---- as --- 000 -� -- ----- -- --- -- --- — -- j GROMMET, TYP. RECEPTION DESK PLAN SCALE: 1/4" =1'-0" WORK SURFACE POWER & DAl FROM SLAB CABINET FABRICATION NOTES: INTENDED USE: CB -A 4" DEEP TOP PULL DRAWER ADJUSTABLE INTERMEDIATE GUEST CHECK IN LOG, PHONE MESSAGE NOTES, CALENDARS, PHONES FINISH & COLOR SHELF KEY LOCK FOR EACH DOOR BOOKS, BINDERS AND OPERATION MANUALS. CB -B 4" DEEP TOP PULL DRAWER PENCILS, PENS, BUSINESS CARDS AND PLASTIC LAMINATE TWO 6"X12" LOUVERS ON EACH SIDE WORKSTATIONS A & B PC UNIT, CB -C 4" DEEP TOP PULL DRAWER TOOLS, TV REMOTES. KEYS, MEDICINE CABINET AND LOST BRUSHED ALUMINUM ADJUSTABLE INTERMEDIATE SHELF & FOUND CB -D INTERMEDIATE SHELF WITH 1LIP ACROSS FREE WEIGHTS PLASTIC LAMINATE FRONT MILANO CB -E INTERMEDIATE SHELF WITH 1 "LIP ACROSS VOLLEYBALLS AND BASKETBALLS QUARRIED STAR (CUSTOM W/O/ FLECK) FRONT RESIN ACCENT PANEL CB -F ADJUSTABLE INTERMEDIATE SHELF LA FITNESS MEMBERSHIP ID BLANKS GLASS ACCENT PANEL KEY LOCK FOR EACH DOOR OTHER ITEMS REQUIRING TO BE LOCKED CB -G VERTICAL MID DIVIDER PAPER & PRINTER SUPPLIES, OFFICE SUPPLIES, SHIPPING SUPPLIES, AND BUSINESS CARDS CB -H ADJUSTABLE INTERMEDIATE SHELF CLEANING SUPPLIES, BASKETBALL NETS, PUMP, BOLT CUTTERS AND WORKSTATION "C" PC UNIT RECEPTION DESK FINISH LEGEND FINISH # MATERIAL MANUFACTURER & NUMBER FINISH & COLOR LP -5 PLASTIC LAMINATE WILSONART # 798OK-18 ZEBRAWOOD, LINEARITY LP -7 PLASTIC LAMINATE WILSONART # D91-60 SLATE GREY, MATTE LP -8 PLASTIC LAMINATE CHEMETAL #902 BRUSHED ALUMINUM LP -9 PLASTIC LAMINATE CHEMETAL #916 BRUSHED PEWTER ALUMINUM LP -10 PLASTIC LAMINATE FUNDER #842 MILANO SS -4 SOLID SURFACE MATERIAL SAMSUNG STARON # QS287 QUARRIED STAR (CUSTOM W/O/ FLECK) AP -1 RESIN ACCENT PANEL 3 -FORM, 1" CHROMA MARIGOLD AP -2 GLASS ACCENT PANEL BENDHEIM WSDP - 707 NOTES: 1. DESK ENTRY TO FACE SALES AREA 2. ALL CONCEALED CABINET INTERIORS TO BE BLACK 3. ALL EXPOSED CABINET/SHELF INTERIORS TO BE BLACK 4. ALL GROMMETS TO BE BLACK 2" DIAMETER 5. SS -4 SELECTION TO BE CONSISTENT THROUGHOUT PROJECT 6. PROVIDE'MATTE' FINISH PER SPEC SECTION 06621.2.3 B LED LIGHTING LEGEND FIXTURE TYPE MANUFACTURER PART NUMBER DESCRIPTION LED -1 TRESCO L-LED-FLXTPE-WRHO-1 / L-DC-ELT60-CON / L-LED-TPEPKT-2M AT MILLWORK OVERHANGS AND RECESSES LED -2 TRESCO L-LED-FLXTPE-CRHO-1 / L-DC-ELT60-CON / L-LED-TPEPKT-2M AT BASE OF ACRYLIC PANELS LED -3 TRESCO L-LED-AGLPR-1 01 6WAL-1 / L-DC-ELT60-CON ART GRAPHIC WALL WASHERS GENERAL COORDINATION NOTES: i 1. ARCHITECT TO RECEIVE, APPROVE & COORDINATE SHOP DRAWINGS FOR FABRICATION & POWER REQUIREMENTS. NO CONDUITS ARE TO BE VISIBLE IN PLAIN SIGHT. 2. RECEPTION DESK TO BE FED FROM (2) STUB -UP LOCATIONS. ALL EXPOSED CONDUITS TO BE MOUNTED AS CLOSE AS POSSIBLE TO UNDERSIDE OF WORK SURFACE. ALL J -BOXES TO BE LOCATED WITHIN CABINETS. 3. OPENING FOR LIGHTING CONTROL BOX TO BE FIELD CUT -IN. COORDINATE SIZE w/ EMS CONTRACTOR & ARCHITECT PRIOR TO CUTTING & INSTALLING. FINAL INSTALLATION TO BE FULLY RECESSED. 4. RECEPTION DESK MAY BE MIRRORED. SEE ID -1.0 (SINGLE LEVEL CLUBS) OR ID -1.0.1 (MULTI LEVEL CLUBS), AND ARCHITECTURAL DRAWINGS. MILLWORK FABRICATOR SHALL SUBMIT SHOP DRAWINGS WITH DESK SHOWN IN PROJECT SPECIFIC ORIENTATION. LP -10 FINISH TOP SURFACE AT CLUBS WHERE TOP IS VISIBLE. 5 9 8" 4'-5" 8" - • --� • :-- �; �:: , :: --•: ��:: is 0 Cn LP -7 LP -10 SALES SIDE ELEVATION SCALE: 3/8" =1'-0" 01 s 12 13'-3" CLEAR ANODIZED ALUM. FRAME BY MILLWORKER B5 I i I A' I Zo c o 9 OUTLETS INSIDE CABINET, SEE ELEC. DWGS. WIRE MANAGEMENT TRAY q Co 12" 22" IF 9 LP -5 IL 0o a ❑ F --I i I z O c LED 1 LOCATION w UJI 0 LP -5 SS -0 LP -7 LP 5 LP -7 EASED EDGE 4" BASE AT ALL LP 7 PLAM SURFACES SINGLE GANG ELECTRICAL BOX WITH FLUSH MOUNT FACE PLATE AND A CENTERED INSIDECABINETS, TYP. CONDUIT FROM THE SINGLE GANG JUNCTION BOX TO THE JUNCTION BOX BELOW THE DESK. RECEPTION DESK PLAN SCALE: 1/4" =1'-0" PLAN SECTION F9 CROSS SECTION CUT BELOW WORK SURFACE ID -4.0.1 SCALE: 318" =1'-0" 5 ° 6 ° 7 ° a o .1n ,. BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 'F Fto SCH 4 -111 v ARC, S"� . v✓' DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: RECEPTION DESK MILLWORK DETAILS SHEET NUMBER: 0 A 0 B C D E F 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 o g 0 10 0 11 12 LOGO - 2" THICK FOAM W/ LAMINATE FACE. PAINT SIDES AND BACK TO MATCH LAMINATE. ADHESIVE MOUNTED ON GLASS PANEL. LP -9 LETTERS - 2" THICK FOAM W/ LAMINATE FACE. PAINT SIDES AND BACK TO MATCH LAMINATE. AT LEDGE LP -8 CLEAR ANODIZED ALUM. FRAME 2" L L i I I L L 2" GRAPHIC SURROUND BEYOND CLEAR ANODIZED ALUM. FRAME APPLY LAYER OF PLAM AT BACKSIDE OF GLASS TO HIDE ADHESIVE AT MOUNTED LOGO CONCEALED LED LIGHT BY MILLWORKER LED -1 LEDGE SUPPORT THROUGH PRE -DRILLED HOLES IN GLASS. F_L_P_-_8_1 AT LEDGE AT L( AT U SS CLEAR ANODIZED ALUM. FRAME BY MILLWORKER YEI CLEAR ANODIZED ALUM. FRAME BY MILLWORKER 0 ;it 0 v 11 I ,,,, I RECEPTION SECTION @ CB -G SCALE: 1" =1'-0" @ PRINTER RECEPTION SECTION @ CB -D SCALE: 1" =1'-0" F1 RECEPTION SECTION CB -B 11)40. SCALE: 1"=l'—O" 1 o 2 ca MONITOR POLE DETAIL c6 ELEVATION DETAIL ID -4.0.2 SCALE: 11/2" =1'-0" ID -4.0.2 SCALE: 3" =1'-0" Cr11 In CI IDCAr`C /411 IKITCD Tr1D 1A11 i u�ren�r, nuin� n� •nr�n RECEPTION SECTION @ CB -E E RECEPTION SECTION SCALE: 1" = 1'4" ID -4.0.2 SCALE: 1" =1'-0" @ OM WORKSTATION SOLID SURFACE COUNTER TOP W SOLID SURFACE COUNTER TOP Wl BUILT-UP EASED EDGE ISS -41 BUILT-UP EASED EDGE (SS -4) F4 RECEPTION SECTION F6 RECEPTION SECTION CB -C ID -4.0.2 SCALE: 1" =1'-0" @ FRONT COUNTER Io -4.0.2 SCALE: 1" =1'-0" 0 3 o 4 o 5 6 0 7 Sni In SI IRFACF r.1111NTFR TOP WI +*I + Fg RECEPTION SECTION CB -A, CB -F ID -4.0.2 SCALE: 1" =1'-0" @ ACCESSIBLE COUNTER 8 0 9 RECEPTION SECTION @ CB -H ID -4.0.2 SCALE: 1" =1'-0" 0 11 SOLID SURFACE COUNTER TOP WI BUILT-UP EASED EDGE (SS -4) 1" POWDER COAT POST, FINISH: BRUSHED SILVER METALLIC, W/ CONT. SEGMENTED TOP PLATE LINEARITY FINISH PLASTIC LAMINATE (LP -5) SOLID SURFACE COUNTER TOP WI BUILT-UP EASED EDGE (SS -4) LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) 4" TAB PULL, FINISH: BRUSHED STAINLESS STEEL 4"x4" BLOCK OUT FOR WIRE MANAGEMENT J -BOXES wl CONDUIT FOR POWER & DATA LINEARITY FINISH PLASTIC LAMINATE CABINET DOORS (LP -5) LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) 4" PLASTIC LAMINATE BASE (LP -7) @ OM WORKSTATION 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 jc 9 on AR(,;'O1 _ Te�� DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: RECEPTION DESK MILLWORK SHEET NUMBER: PRE -DRILLED HOLES IN GLASS AT POINTS OF CONNECTION DRY BUTT SEAMS JOINT AT GLASS DRY BUTT JOINT AT GLASS J PRE -DRILLED HOLES \ LIGHTING LOCATION AT SEAMS IN GLASS AT POINTS LEDGE / SIGNAGE BY MILLWORKER OF CONNECTION SIGNAGE/LOGO - SECTION SIGNAGE/LOGO - REAR gs SIGNAGE/LOGO - FRONT B3 B5 ID 4.0.2 SCALE: 1/2" =1'-0" @ RECEPTION BACKWALL l0 4.0.2 SCALE: 1/2" =1'-0" @ RECEPTION BACKWALL ID 4.0.2 SCALE: 1/2" =1'-0" @ RECEPTION BACKWALL 19" FLAT SCREEN LCD MONITOR WITH METAL MONITOR POLE PROVIDED SOLID SURFACE BY LA FITNESS AND COUNTER TOP w/ SOLID SURFACE INSTALLED BY GC BUILT-UP EASED EDGE LINEARITY FINISH PLASTIC COUNTER TOP W/ (SS -4) LAMINATE (LP 5) BUILT-UP EASED EDGE LINEARITY FINISH PLASTIC (SS -4), TYP. 1'-0" POLE MOUNT TO BE LINEARITY FINIS LAMINATE (LP -5) 1 ATTACHED WITH (4) 2" #12 PLASTIC SOLID SURFACE COUNTER TOP WI WOOD SCREWS ABOVE LAMINATE (LP -5) BUILT-UP BULLNOSE EDGE (SS -4) o AND CENTER THRU BOLT ` WITH WASHER AND NUT 6" "21'G 1BELOW ,LU ]221" 6 2x4 BLOCKING BEYOND 00 BLACK PLASTIC 2" DIA. GROMMET 114" TOP PLATE FOR2 MOUNTING POST TO BOTTOM EL SOLID SURFACE z o N - N 41/2" SOLID SURFACE COUNTER TOP WI OF TRANSACTION LEDGE01 COUNTER TOP W/ o - BUILT-UP BULLNOSE EDGE (SS -4) 4„ BUILT UP EASED EDGE _ - � (SS -4) � 1" POWDER COAT POST, FINISH: BRUSHED SILVER METALLIC, W/ QD Do� ❑ ❑ LIGHTING BY LE�EMILLWORKER �� � /2" 2-0 j� r ,r. N LED-3 , r 1 6" 3" _ J -BOXES wl CONDUIT FOR POWEIf & CONT. SEGMENTED TOP PLATE _J 2" 0 CABLE ACCESS POWER OUTLET ❑ ❑ ❑ ❑ ❑ ❑ DATA BOTTOM OF POST CAPTURED IN WALL ( HOLE w/GROMMET CAP O 0 O ❑ ❑ LED -1 4" TAB PULL, FINISH: BRUSHED LINEARITY FINISH PLASTIC o LO STAINLESS STEEL LAMINATE (LP -5) 4"x4" BLOCK OUT FOR in is N WIRE MANAGEMENT DATA OUTLET MATTE FINISH PLASTIC LAMINATE 6" FACE (LP -5) 31 4 JUNCTION BOX FOR MDF SEALED WITH SOLVENT LINEARITY FINISH PLASTIC CONCEALED LED LIGHT POWER & DATA TO BE BASED WHITE LACQUER LAMINATE FACE (LP 5) LED -1 BY MILLWORKER CONCEALED FROM PLAIN PAINT BY MILLWORKER. 4" PLASTIC LAMINATE BASE (LP -7) VIEW, MOUNT AS HIGH COORDINATE RECESS AND I P 47 AS POSSIBLE MOUNTING BRACKET AND 0 ;it 0 v 11 I ,,,, I RECEPTION SECTION @ CB -G SCALE: 1" =1'-0" @ PRINTER RECEPTION SECTION @ CB -D SCALE: 1" =1'-0" F1 RECEPTION SECTION CB -B 11)40. SCALE: 1"=l'—O" 1 o 2 ca MONITOR POLE DETAIL c6 ELEVATION DETAIL ID -4.0.2 SCALE: 11/2" =1'-0" ID -4.0.2 SCALE: 3" =1'-0" Cr11 In CI IDCAr`C /411 IKITCD Tr1D 1A11 i u�ren�r, nuin� n� •nr�n RECEPTION SECTION @ CB -E E RECEPTION SECTION SCALE: 1" = 1'4" ID -4.0.2 SCALE: 1" =1'-0" @ OM WORKSTATION SOLID SURFACE COUNTER TOP W SOLID SURFACE COUNTER TOP Wl BUILT-UP EASED EDGE ISS -41 BUILT-UP EASED EDGE (SS -4) F4 RECEPTION SECTION F6 RECEPTION SECTION CB -C ID -4.0.2 SCALE: 1" =1'-0" @ FRONT COUNTER Io -4.0.2 SCALE: 1" =1'-0" 0 3 o 4 o 5 6 0 7 Sni In SI IRFACF r.1111NTFR TOP WI +*I + Fg RECEPTION SECTION CB -A, CB -F ID -4.0.2 SCALE: 1" =1'-0" @ ACCESSIBLE COUNTER 8 0 9 RECEPTION SECTION @ CB -H ID -4.0.2 SCALE: 1" =1'-0" 0 11 SOLID SURFACE COUNTER TOP WI BUILT-UP EASED EDGE (SS -4) 1" POWDER COAT POST, FINISH: BRUSHED SILVER METALLIC, W/ CONT. SEGMENTED TOP PLATE LINEARITY FINISH PLASTIC LAMINATE (LP -5) SOLID SURFACE COUNTER TOP WI BUILT-UP EASED EDGE (SS -4) LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) 4" TAB PULL, FINISH: BRUSHED STAINLESS STEEL 4"x4" BLOCK OUT FOR WIRE MANAGEMENT J -BOXES wl CONDUIT FOR POWER & DATA LINEARITY FINISH PLASTIC LAMINATE CABINET DOORS (LP -5) LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) 4" PLASTIC LAMINATE BASE (LP -7) @ OM WORKSTATION 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 jc 9 on AR(,;'O1 _ Te�� DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: RECEPTION DESK MILLWORK SHEET NUMBER: F 2 0 3 o A 8 9 10 ° 11 ° 12 A F LP -5 1" THICK COUNTER W/ BULLNOSE EDGE 2" 0 CABLE ACCESS HOLE SS -0 SS -4 W/ GROMMET CAP CAM LOCK 4"X10" BLACK 4"X10" BLACK MESH LOUVER 4" S.S. WIRE MANAGEMENT BEYONDE 2" 0 CABLE ACCESS MESH LOUVER HOLE W/ GROMMET CAP (SIDE ON EACH (ONE ON EACH SIDE) PULLS, TYP. J -BOXES W/ CONDUIT FOR 2' 61/2„ 4 S.S. WIRE ) LP -5 WHITE - POWER, DATA AND N I PULLS, TYP. LP 5 MELAMINE TELEPHONE LP 5 LP -5 INTERIOR °D 0? 00 LP -5 M "' ih �,, WIRE POCKET C E i M ih 4"X10" BLACK MESH LOUVER LP -5 (ONE ON EACH SIDE) i `" CLEAR / LP -7 LP -7 LP -7 LP -7 �/ S CE BASE BASE BASE BASE '� LP 7 BASE SS -4 - L -METAL W/ SCREW ' TO FLOOR (IF NECESSARY) 11/4" , 2'-4" 11/4" 2'-4" 11/4" 2'-0" 2'-61/2" 2' 0" 1-_4" 4" 3 'A'- PLAN 'B'- FRONT ELEVATION 'C'- SIDE ELEVATION 'D'- REAR ELEVATION 'E'- SIDE ELEVATION IF'- FRONT ELEVATION B1 PERSONAL TRAINING KIOSK MILLWORK SCALE. 3/4 -1-0 0 1/2 1 2' It C D E ° ° ° ° ° 11 ° PT KIOSK FINISH LEGEND SEE ID -4.0.1 FOR LED SPECS FINISH # MATERIAL MANUFACTURER &NUMBER FINISH &COLOR LP -5 PLASTIC LAMINATE WILSO NART # 7980K-18 ZEBRAWOOD, LINEARITY LP -7 PLASTIC LAMINATE WILSONART# D91-60 SLATE GREY, MATTE SS -4 SOLID SURFACE MATERIAL SAMSUNG STARON # QS287 QUARRIED STAR (CUSTOM W/O/ FLECK) NOTES: 1. REFER TO ID -1.0.1 FOR DESK PLACEMENT. DO NOT MIRROR STAND UP DESK DETAILS. 2. ALL CONCEALED CABINET INTERIORS TO BE BLACK 3. ALL EXPOSED CABINET/SHELF INTERIORS TO BE BLACK 4. ALL GROMMETS TO BE BLACK 13/4" DIAMETER 5. SS -4 SELECTION TO BE CONSISTENT THROUGHOUT PROJECT 6. PROVIDE 'MATTE' FINISH PER SPEC SECTION 06621.2.3 B 6 7 8 9 10 12 I BRANDING I STRATEGY I DESIGN I 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with o contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in o Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA Cfl017 L \\V ID DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: TRAINERS KIOSK MILLWORK SHEET NUMBER: 1 4m4 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with o contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in o Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA Cfl017 L \\V ID DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: TRAINERS KIOSK MILLWORK SHEET NUMBER: 1 4m4 0 A B 0 C o u1 o ■ EI o ■ FI 1 0 E 0 4 0 5 0 a 1 0 8 ROOMFINISH LEGEND REFERENCE ONLY VERIFY ALL NOTE: MATERIALS LISTED ARE FOR SUBSTRATES WITH ARCHIT CTURALFINISH DRAW DRAWN BY: SDA MARK NOTES CLASS MANUFACTURER COLOR NGS NUMBER SUPPLIED BY INSTALLED BY REMARKS FLOOR FINISHES WALL FINISHES CEILING FINISHES CLASS I CODECOMPLIANCE LAF TWILIGHT ZONE - - G.C. G.C. GLUE -DOWN. MONOLITHIC INSTALLATION, DIRECTION PER PLAN CRI GREEN LABEL PLUS #GLP9968 FINISH INTERIOR FINISH FLAME SPREAD AND SMOKE -DEVELOPED INDEX OF MAJOR INTERIOR WALL, CEILING AND FLOOR FINISH MATERIAL SHALL BE IN COMPLIANCE WITH TABLE 803.9 AND 1. WOOD FLOOR SYSTEM 31. GYPSUM BOARD (MOISTURE RESISTANT WHERE OCCURS PER ARCH. DWGS.) 54. 2'X4' ACOUSTICAL CEILING PANELS 2. TILE PER SCHEDULE 32. NOT USED 55. GYPSUM BOARD (MOISTURE RESISTANT WHERE OCCURS PER ARCH. DWGS.) G.C. SECTION 804 OF 2012 IBC. 3. ALUMINUM ENTRY MAT W/ CARPET INSERT 33. UNFINISHED (EXPOSED STRUCTURE) 56. LATH AND PLASTER - VENDOR 4. NOT USED 34. LATH AND PLASTER 57. SUSPENDED WOOD PLANK SYSTEM BY MILLWORKER 1. ALL WALLS ARE TO BE FINISHED PER THE PROJECT 5. CONCRETE (SMOOTH). FINISH AS INDICATED ON PLAN. 35. CONCRETE BLOCK 58. 2'X4' MOISTURE RESISTANT/WASHABLE CLASS A SPECIFICATION MANUAL. 6. SHEET RESILIENT FLOORING WITH HEAT WELDED SEAMS 36. GLASS BLOCK G.C. ACOUSTICAL CEILING PANEL 2. ALL INTERIOR METAL DOORS, FRAMES, AND ACCESS 7. NOT D 37. NOT USED 59. STAINLESS STEEL G.C. PANELS SHALL BE PAINTED THE COLOR OF THE 8. PORCELAIN TILE 38. SAUNA CEDAR WALLS 60. SAUNA WOOD WALLS 608 ADJACENT SURFACE, UNLESS NOTED OR DETAILED 9. 18 x 18 VINYL TILE 39. RACQUETBALL TEMPERED GLASS SYSTEM 61. RACQUETBALL CEILING PANELS WOODWORKS LINEAR VENEERED PLANKS' OTHERWISE. 10. GLUE DOWN CARPET 40. ALUMINUM STOREFRONT AND GLASS SYSTEM 62. EXPOSED STRUCTURE 3. ALL WOOD DOORS SHALL BE SELECT WHITE BIRCH 11. 3/8" RUBBER FLOORING - BY OWNER 41. PORCELAIN TILE 63. CERAMIC TILE CL -3 WITH A STAIN TO MATCH LIGHT STRIPE IN LP -5, OR VT 12. RUBBER MAT - DRI DEK 42. NOT USED 64. MANUFACTURED WOOD PANEL SYSTEM VENDOR/G.C. INDUSTRIES WHEAT WHIOT CONTRACTOR TO PROVIDE 13. CUSTOM CARPET OVER FOAM - BY VENDOR 43. RACQUETBALL PANELS 65-66. 66. NOT USED 4919-60 SAMPLE. 14. - 15. NOT USED 44. PLASTIC LAMINATE WILSONART 4. INTERIOR STOREFRONT TO BE 4915-60 VENDOR 45. TILE BACKER BOARD (VERIFY LOCATIONS WITH ARCH. DRWGS.) LP -3 TO LP -4 NOT USED ANODIZED ALUMINUM. FINISH: 'CLEAR'. 46. NOT USED 5. ALL MIRROR EDGES SHALL BE GROUND/POLISHED. BASE FINISHES WAINSCOT FINISHES PAINT FINISHES WILSONART 'ZEBRAWOOD' LINEARITY 798OK-18 VENDOR VENDOR 6. ALL CABINETS INTERIORS TO BE WHITE MELAMINE, U.N.O. 16. PLASTIC LAMINATE BASE AT MILLWORK 47. PORECELAIN TILE (HEIGHT AS SHOWN ON PLAN) 67. GLOSS 17. 6" HIGH TILE BASE PER SCHEDULE 48. MIRROR 68. EPDXY (SEMI -GLOSS) PAINT SHEENS: 18. NOT USED 49. NOT USED 69. SEMI -GLOSS 7. PAINT ALL HVAC GRILLES TO MATCH THE COLOR 19. PORCELAIN TILE WITH COVE TRIM PROFILE AS SCHEDULED 50. WHITE FIBERGLASS REINFORCED PANELS 70. EGGSHELL A - FLAT BRUSHED ALUMINUM OF ADJACENT WALLS OR SOFFIT.B 20. 17" HIGH WAINSCOT TILE BASE 51. WOOD DATUM BAND (MOUNTED AT UPPER WALL) BY MILLWORKER 71. - SEMI GLOSS FLAT C - GLOSS 8. FOR INFORMATION ON BOBRICK TOWEL HOOKS AT 21. 6" HIGH RESILIENT FLOORING WITH WELDED SEAMS AND 52. - 53. NOT USED 72. MANUFACTURERS STANDARD FINISH D - EPDXY (SEMI -GLOSS) SIGNAGE LETTERS / LOGO FINISH AT RECEPTION BACKWALL THE SHOWERS AND POOL SEE THE SPECIFICATION LAMINATE INTEGRAL COVE BASE (3/8" RADIUS) FUNDER MILANO 73-77. 77. NOT USED E - EGGSHELL 842 MANUAL UNDER ACCESSORY SCHEDULE 22. 23. 6" HIGH VINYL COVE BASE 4" HIGH BLACK VENTED COVE BASE LP -11 LAMINATE PAINT SHEENS ARE AS FOLLOWS. 9. VERIFY ALL ELECTRICAL AND DATA LOCATIONS 24. 6" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE VENDOR VENDOR 1. ALL WALLS AND LOW SOFFITS TO BE EGGSHELL FINISH, U.N.O. LAMINATE WITH LAF I.T. PRIOR TO INSTALLING 25. 4" HIGH VINYL BASE LINEARITY D91-18 2. ALL CEILINGS AND HIGH SOFFITS TO BE FLAT FINISH, U.N.O. 10. SOLID SURFACE INTEGRAL COLOR BOWLS ARE 26. 30" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE PPG DELICATE WHITE 3. WALLS AND CEILINGS IN WET AREAS TO BE EPDXY ENAMEL G.C. FABRICATED BY RANDAL RETAIL. PLEASE 27. 6" HIGH EPDXY WITH INTEGRAL COVE BASE (3/8" RADIUS) NOT USED WITH SEMI -GLOSS FINISH. CONTACT MIKE KUNERT AT (630) 761-0400 FOR LEAD AND METAL CAP. P-3 4. ALL RAILINGS, KID'S KLUB SURFACES TO BE SEMI -GLOSS. PPG TIME AND PRICING. 28. NOT USED G.C. G.C. GENERAL P-4 11. ALL MILLWORK AND BACKSPLASH TO WALLS JOINTS 29. 5" HIGH TILE BASE UNLESS OTHERWISE NOTED ALL ROOMS ARE TO BE PAINTED. ARE REQUIRED TO HAVE CAULKING. FINISH TO BE 30. 18" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE PPG ZOMBIE LRV-10 PPG1010-7 CLEAR OR TO MATCH ADJACENT SURFACE. 1 2 5 C 9 10 0 11 12 0 10 11 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSHIPUSA.COM PROJECT NAME: IL/q IF Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 - 4 -C, r r� a k q dd A P OO 46 ^. ' DATE: 09-08-2017 SEE 'PAINT FINISHES' IN ROOM FINISH LEGEND (ID -6.0) FOR SHEEN OPTIONS. FINISH SPECIFICATIONSE SHEEN AS NOTED ON ID 1.2/1.2.1 DRAWN BY: SDA MARK MATERIAL CLASS MANUFACTURER COLOR FINISH SPEC. NUMBER SUPPLIED BY INSTALLED BY REMARKS SHEET NUMBER: ID�600 C-1 CARPET CLASS I SHAW LAF TWILIGHT ZONE - - G.C. G.C. GLUE -DOWN. MONOLITHIC INSTALLATION, DIRECTION PER PLAN CRI GREEN LABEL PLUS #GLP9968 CB -1 CARPET BASE CLASS I SHAW LAF BIRDSEYE BURL - -GLUE G.C. G.C. DOWN 30", 18" AND 6" CARPET BASE CRI GREEN LABEL PLUS #GLP8472 C-2 CARPET GLASS I PLAY TIME CUSTOM' -KID'S KLUB PRINTED CARPET OVER 1-1/2 " FOAM - VENDOR VENDOR KID'S KLUB CARPET SUPPLIED AND INSTALLED BY VENDOR CARPET - CRI GREEN LABEL PLUS, PAD - CRI GREEN LABEL C-3 ENTRY MAT GRAND ENTRANCE PEDIMAT CONSTRUCTION SPECIALTIES INC. CARPET INSERTS - GRAPHITE 9325 BLACK ANODIZED - G.C. G.C. RECESSED ALUMINUM VINYL NOT ROLLED UP W/RIDGE BACK AND NYLON CARPET INSERT - CRI GREEN LABEL PLUS ACT -1 ACOUSTICAL CLNG TILE, 2'X4' CLASS A ARMSTRONG 'SECOND LOOK II' - 2767B G.C. G.C. - ACT -2 ACOUSTICAL CLNG TILE, 2'X4' CLASS A ARMSTRONG 'CLEAN ROOM VL870' - G.C. G.C. WATER RESISTANT ACT -3 ACOUSTICAL CLNG TILE, 2'X4' CLASS A ARMSTRONG 'CERMAGUARD' - 608 G.C. G.C. NON -PERFORATED CL -1 CEILING PANELS CLASS A ARMSTRONG WOODWORKS LINEAR VENEERED PLANKS' UNPERFORATED CONSTANTS WALNUT G.C. G.C. AT RECEPTION CEILING CL -2 INTERIOR CEILING PANEL CLASS A STONEWOOD 'UPTOWN WALNUT' TPA797100 G.C. G.C. AT POOL CEILING CL -3 SUSPENDED PLANK SYSTEM BY MILLWORKER LP -5 (ZEBRAWOOD) _ VENDOR/G.C. VENDOR/G.C. AT GROUP EXERCISE LP -1 PLASTIC LAMINATE WILSONART 'BLUE AGAVE' 4919-60 VENDOR VENDOR KIDS KLUB MILLWORK LP -2 PLASTIC LAMINATE WILSONART 'TANGERINE' - 4915-60 VENDOR VENDOR KIDS KLUB MILLWORK LP -3 TO LP -4 NOT USED LP -5 PLASTIC LAMINATE CLASS B WILSONART 'ZEBRAWOOD' LINEARITY 798OK-18 VENDOR VENDOR GENERAL MILLWORK, MODESTY @ SINKS 8 GROOMING, ACCENT BANDS AND TRUSS FINISH AT RECEPTION LP -6 NOT USED LP -7 PLASTIC LAMINATE WILSONART SLATE GREY MATTE D91-60 VENDOR VENDOR BASE AND ACCENT AT GENERAL MILLWORK LP -8 LAMINATE CHEMETAL BRUSHED ALUMINUM - 902 VENDOR VENDOR LEDGE / LOGO FINISH AT RECEPTION BACKWALL LP -9 LAMINATE CHEMETAL BRUSHED PEWTER ALUM. - 916 VENDOR VENDOR SIGNAGE LETTERS / LOGO FINISH AT RECEPTION BACKWALL LP -10 LAMINATE FUNDER MILANO SABATINI 842 VENDOR VENDOR ACCENT @ GENERAL MILLWORK LP -11 LAMINATE WILSONART SATIN STAINLESS LINEARITY 483OK-18 VENDOR VENDOR EYEBROW LEDGE FINISH LP -12 LAMINATE WILSONART SLATE GREY LINEARITY D91-18 VENDOR VENDOR SIGNAGE LETTER FINISH AT ENTRY BROW MILLWORK P-1 PAINT PPG DELICATE WHITE LRV - 88 PPG1001-1 G.C. G.C. GENERAL, CEILING AND HIGH SOFFIT PAINT P-2 NOT USED P-3 PAINT PPG SUMMER WHEAT LRV - 60 PPG14-10 G.C. G.C. GENERAL P-4 NOT USED P-5 PAINT PPG ZOMBIE LRV-10 PPG1010-7 G.C. G.C. HANDRAILS AND GUARDRAILS U.N.O., BETWEEN MIRROR AND BASE IN AEROBICS. P-6 PAINT PPG OSTRICH FEATHER LRV - 57 PPG14-32 G.C. G.G. GENERAL P-7 PAINT PPG CANARY YELLOW LRV-69 PPG1215-4 G.C. G.C. ACCENT WALL AND LOW SOFFIT COLOR P-8 PAINT PPG FERN GLOW LRV - 52 PPG17-27 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-9 PAINT PPG PHOENIX FOSSIL LRV-28 PPG1009-5 G.C. G.C. GENERAL P-10 PAINT PPG WILLOW HERB LRV - 36 PPG17-26 G.C. G.C. ACCENT COLOR P-11 PAINT PPG RISE -N -SHINE LRV-60 PPG1206-7 G.C. G.C. LA FITNESS LOGO @ BASKETBALL COURT: FOR COLOR REFERENCE ONLY. SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-12 PAINT PPG EGYPTIAN VIOLET LRV-7 PPG1168-7 G.C. G.C. P-13 NOT USED P-14 PAINT PPG GUNMETAL GREY LRV-14 PPG1033-6 G.C. G.C. ACCENT COLOR AT ENTRY SURROUNDS P-15 PAINT PPG SOL DE YUCATAN LRV-58 PPG17-18 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-16 PAINT PPG COPPER PENNY LRV-27 PPG17-24 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-17 PAINT PPG GREYHOUND LRV - 41 PPG1008-3 G.C. G.C. ACCENT COLOR AT BASKETBALL, VANITY SURROUND P-18 PAINT PPG CARROT CAKE LRV-33 PPG1198-5 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-19 PAINT PPG 'BLACK' G.C. G.C. FOR COURT LINE PAINT COLOR REFERENCE ONLY, SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-20 PAINT PPG 'WHITE' - G.C. G.C. P-21 PAINT PPG ROCK CLIFFS LRV-43 PPG14-09 G.C. G.C. ACCENT COLOR P-22 PAINT PPG ROLLER COASTER LRV-23 PPG1008-5 G.C. G.C. ACCENT COLOR P-23 PAINT PPG GRAY BY ME LRV - 32 PPG1008-4 G.C. G.C. ACCENT COLOR P-24 PAINT PPG SAUTEED MUSHROOM LRV - 30 PPG1085-5 G.C. G.C. ACCENT COLOR FOR INTERRUPTIONS TO WOOD BAND P-43 PAINT PPG DEEP EMERALD LRV-8 PPG1148-7 G.C. G.C. CITY SPORTS LOGO @ BASKETBALL COURT: FOR COLOR REFERENCE ONLY. SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-44 PAINT PPG DYNAMO LRV - 37 PPG17-22 G.C. G.C. P-25 TO P-46 NOT USED P-47 PRIMER AT ART GRAPHICS OMNOVA ROMAN ADHESIVES PROFESSIONAL PRIMER R-35, PRO -935 G.C. G.C. PRIMER @ ALL WALL APPLIED ART GRAPHICS LOCATIONS WB -1 WOOD BAND BY MILLWORKER LP -5 (ZEBRAWOOD) - VENDOR VENDOR DATUM BAND AT PERIMETER OF CLUB AP -1 1" RESIN PANEL 3 -FORM CHROMA - MARIGOLD - - - - MILLWORK ACCENT PANEL AP -2 GLASS PANEL BENDHEIM WSDP - 707 - - - - RECEPTION BACKWALL GLASS ACCENT PANEL M-1 MIRROR - -MIRROR' - - - REFER TO SPECS FOR MIRROR SS -1 TO SS -3 NOT USED SS -4 SOLID SURFACE MATERIAL SAMSUNG QUARRIED STAR (CUSTOM W/O FLECK) 6TARON #QS287 VENDOR VENDOR MILLWORK SURFACES, CUSTOM BY VENDOR. PROVIDE 'MATTE' FINISH PER SPEC SECTION 06621.2.3 B SS -5 SOLID SURFACE MATERIAL SAMSUNG CONFECTION TEMPEST #FC116 VENDOR VENDOR VANITY, GROOMING, BENCH AND TABLE SURFACES. PROVIDE 'MATTE' FINISH PER SPEC SECTION 06621.2.3 B SV -1 NOT USED SV -2 SHEET FLOORING - LINOLEUM CLASS I ARMSTRONG 'RADIOACTIVE' MARMORETTE LS577 G.C. G.C. KID'S CLUB. 'FLOOR SCORE' CERTIFIED. F SV -3A VINYL TILE FLOORING CLASS I ARMSTRONG JET'MANILA' NATURAL CREATIONS MYSTIX - DIAMOND 10 NA853-831 G.C. G.C. 'FLOOR SCORE' CERTIFIED - DIAMOND 10 TECHNOLOGY 18 X 18 MAIN OPEN EXERCISE AREA SV -3B SV 4VINYL VINYL TILE FLOORING PLANK FLOORING CLASS I CLASS I ARMSTRONG ARMSTRONG JET'BRACKEN' SIDELI NE'BRACKEN' NATURAL CREATIONS MYSTIX - DIAMOND 10 MYSTIX -DIAMOND 10 NA851-831 NA851-691 G.C. G.C. G.C. G.C. 'FLOOR SCORE' CERTIFIED - DIAMOND 10 TECHNOLOGY 18 X 18 WALKWAY a GROUP EXERCISE ROOMS, CYCLING � O R 6 X 36 PLANK @ TRANSITION BETWEEN SV -3A AND SV -3B SV -5 SHEET FLOORING VINYL CLASS I ARMSTRONG SANDS OF TIME' MEDLEY H8647 G.C. G.C. FUTURE TENANT TOILET ROOM FLOOR. 'FLOOR SCORE' CERTIFIED. SEAM WELDS TO MATCH FLOORING COLOR. R-1 REVEAL MOLDING -- FRY REGLET 'CLEAR ANODIZED ALUMINUM' REVEAL MOLDING DRM-50-50 G.C. G.C.PAINTED REVEALS TO MATCH ADJACENT WALL USE DARKER COLOR WHERE 2 COLORS ARE ADJACENT R-2 REVEAL MOLDING - FRY REGLET 'CLEAR ANODIZED ALUMINUM' REVEAL MOLDING DCS -625-50 G.C. G. . PAINTED REVEALS TO MATCH ADJACENT WALL USE DARKER COLOR WHERE 2 COLORS ARE ADJACENT R-3 REVEAL MOLDING SCHLUTER 'ANODIZED ALUMINUM' DECO AE100D G.C. G.C. METAL DETAIL AT RECEPTION TILE RB -1 VINYL BASE JOHNSONITE BURNT UMBER #63 G.C. G.C. 6" VINYL BASE RB -2 BREATHING BASE c@ 3"X4" JOHNSONITE BLACK - M -900 -BLACK G.C. G.C. BASKETBALL AND AEROBICS BASE RB -3 FLOORING TRANSITION JOHNSONITE BURNT UMBER - EG -63-L G.C. G.C. FLOORING EDGE AT CARPET RB -4 FLOORING TRANSITION JOHNSONITE BURNT UMBER CTA -63-X G.C. G.C. TRANSITION BTWN. LINOLEUM AND VINYL TILE. RB -5 -- FLOORING TRANSITION - JOHNSONITE BURNT UMBER - SSR -63-8 G.C. G C FLOOR FINISH TRANSITION. USE LEVELER OR SLOPE CEMENTITIOUS MORTER 1/4" PER FT. AS NEEDED. RB -6 VINYL BASE --MILLWORK JOHNSONITE BLUE LAGOON - #92 G.C. G.C. 4" VINYL BASE @ KID'S KLUB WALLS AND KID'S KLUB PONY WALLS RB -7 RUBBER TREAD / NOSING JOHNSONITE BURNT UMBER HAMMERED HTR / VIHTR G.C. G C STAIRWELL AND STEPPED CYCLING TREAD WITH INTEGRATED NOSING - PLATINUM GRAY CONTRASTING STRIPE WHERE REQ. RB -8 VINYL STRINGER BASE JOHNSONITE BURNT UMBER - -- G.C. G.C. CYCLING 10" STRINGER BASE AT STAIR. CUT IN FIELD PER MFR. SPECIFICATIONS TO MATCH STAIR PROFILE. RB -9 FLOORING TRANSITION JOHNSONITE BURNT UMBER - CTA -63-A G.C. G C FLOOR FINISH TRANSITION. USE LEVELER OR SLOPE CEMENTITIOUS MORTER 1/4" PER FT. AS NEEDED. RB -10 VINYL BASE JOHNSONITE BURNT UMBER - G.C. G C 2 1/2" VINYL BASE AT FACE OF PLATFORMS IN CYCLING ROOM RB -11 VINYL STAIR NOSING JOHNSONITE BURNT UMBER - VIRCN 63-B G.C. G C STAIRWELL AND CYCLING TOP STEP NOSING W/ PLATINUM GRAY CO -EXTRUDED CONTRASTING STRIP RB -12 METAL /VINYL NOSING SCHLUTER BLACK INSERT - TREP-B-GS G.C. G.C. CONTRASTING NOSING AT TILE STAIRS RB -13 VINYL EDGING JOHNSONITE BURNT UMBER - EG -63-W G.C. G.C. FLOORING EDGE AT TILE AND RUBBER RB -14 VINYL NOSING ROPPE BLACK BROWN - #203-193 G.C. G.C. CYCLING ROOM PLATFORM EDGE NOSING TRIM RB -15 FLOORING TRANSITION JOHNSONITE BLACK PEARL - SLT-82-J G.C. G.C. FLOORING EDGE AT VINYL RB -16 VINYL EDGING JOHNSONITE BURNT UMBER - SCC -63-B G.C. G.C. LVT TRANSITION AT FACE OF RAMP WHERE WALL RETURNS TO ZERO RB -17 VINYL EDGING JOHNSONITE BURNT UMBER - CTA -63-K G.C. G.C. RUBBER TO LVT TRANSITION WF -1 WOOD FLOORING BY CONTRACTOR 'MAPLE' - -- G.C. G.C. ATHLETIC FLOORING BF -1 NOT USED FW -1 RUBBER FLOORING ECORE INTL. CUSTOM COLOR - #9050 9MM EVERLAST ROLL - OWNER OWNER 3/8" RUBBER FLOORING AT FREE WEIGHTS. FLOOR SCORE CERTIFIED #SCS -FS -02005 MT -1 METAL TRIM SCHLUTER SYSTEM 'ANODIZED ALUMINUM' - SCHIENE-AE G.C. G.C. RM -1 NOT USED FRP-1 FIBERGLASS REINFORCED PLASTIC WHITE - - G.C. G.C. KID'S KLUB RESTROOMS AND JANITOR U.N.O. CONC-1 CONCRETE BY CONTRACTOR - - - G.C. G.C. WITH SEALANT CONC-2 NOT USED MANUFACTURERS LIST GENERAL NOTE FOR NATIONAL ACCOUNT: FOR SV -1 & SV -2 PLEASE USE THE LA FITNESS RESERVATION # 7406690 ****** NOTE: REQUEST L.A.F. PRICING ON ALL MATERIALS SAMSUNG STARON DAL -TILE JOHNSONITE WILSONART ECORE INTL. HOLLMAN GRAND ENTRANCE SHAW SCOTT BELASCO MORGAN STEPHENSON REP: LINDA HINOJOSA REP: TAMARA TOPPING REP: DAVID SIDES CONSTRUCTION SPECIALTIES, INC. REP: DOUG JAGERMAN (847) 840-5975 (CELL) 602-909.2131 LINDA.HINOJOSA@TARKETT.COM (562)3708636 (415)309-4317 SANDRA MALLETTE 888 4248287 S.BELASCO@SAMSUNG.COM MORGAN.STEPHENSON@DALTILE.COM (949)397-4217 DAVID.SIDES@ECOREINTL.COM (972) 8154081 ( ) 949.285-1821 georders@c-sgroup.com doug.jagerman@shawinc.com ARMSTRONG REP: DEBORAH PICKENS(CEILINGS) PPG PAINT LATICRETE ARMSTRONG DRI-DEK 3 -FORM CHEMETAL NATIONAL ACCOUNT PROGRAM (480) 695-9053 REP: PEG COLLINS REP: RICK COURY JB SWEETLAND (FLOORING) REP' BETTY FRIEDRICHS (800) 807.7341 NA Customer Service (800) 442-4212 e-mail: dlpickens@armstrong.com (909) 509-1402 (cell) (800) 243-4788 (480) 2914386 CELL (800) 348-2398 REP: BETTY FOR LOCAL DISTRIBUTOR 0 10 11 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSHIPUSA.COM PROJECT NAME: IL/q IF Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 - 4 -C, r r� a k q dd A P OO 46 ^. ' DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FINISH SCHEDULE SHEET NUMBER: ID�600 F w O QWFF-LW it CL 0Q. M H 2 W O z 0 N z �w �ava�3 CD owzQ-W0 = W I- M CL = Ocl: W Z z_ 0 W z 0 =¢Wcn¢LOw� �w�¢w=wrn}. d C-) tY 0 W H z W j U Cl)a Cl) Sheet Name: COVER SHEEN' w L0�O zap Issue Date: 170264 z O cv G=00 I Drawn By: — CD ] M M KC Q) W C M N� N z m Q O N C U^, 3 °� WO c O Jo M « Q« s S wUj U 00 u� M O L w z O « L s Ln LnM W t O O r M L) a 0 O O � Cu` O < LL. Ln F w O QWFF-LW it CL 0Q. M H 2 W O z 0 N z �w �ava�3 CD owzQ-W0 = W I- M CL = Ocl: W Z z_ 0 W z 0 =¢Wcn¢LOw� �w�¢w=wrn}. d C-) tY 0 W H z W j U Cl)a Cl) Sheet Name: COVER SHEEN' Proj #: Issue Date: 170264 09-01-2017 Sheet No.: G=00 I Drawn By: — Checked By: WB/KC KC 32'-0" KEYNOTES 1. NOT USED. 17. INTERIOR SIGNAGE TYPE 1, BELOW ('EYEBROW AT MAJOR ROOM ENTRANCES), SEE 4&5/A-7.4. FIELD BY SHELL CONTRACTOR. 2. 30 L.F. OF FLUSH -SET 3" VENT CHANNEL, CENTERED ON SOFFIT. SEE 13/A-6.3. FRY REGLET E.I.F.S VERIFY LED STRIP LIGHT LENGTHS AT SIGNAGE PRIOR TO ORDERING, ENSURE LIGHT FIXTURES FIT WITHIN 30. . NOT USED. SOFFIT VENT DRM-625-V-300, OR EQUAL BY SHELL CONTRACTOR. SIGNAGE. COORDINATE WITH LAF CASEWORK VENDOR. 31. AT THIS LOCATION, THE HIGH, GYPSUM BOARD, LIGHT COVE EXTENDS OVER LOWER, WOOD CEILING. 3• NOT USED. 18. INTERIOR SIGNAGE TYPE 2, BELOW ('SECONDARY' SIGNAGE AT VENDING, DRINKING FOUNTAINS, AND OTHER ALIGN FINISH FACE OF GYPSUM BOARD CLOSURE PANEL AT WOOD CEILING WITH FACE OF GYPSUM BOARD 4. MOUNT BASKETBALL LIGHTS TIGHT TO ROOF DECK, AREAS AS INDICATED), SEE 6&7/A-7.4. LIGHT COVE. SEE DETAILS. 5. 2430 CEILING ACCESS PANEL - SEE 15/A-7.2. 19. DROPPED WOOD CEILING AT AEROBICS AND CYCLING, SEE 1&3/A-7.5. 32. . NOT USED. 6. 2430 EXTERIOR SOFFIT ACCESS PANEL, SEE 12/A-6.3. BY SHELL CONTRACTOR. 20. SIDE RETURN AT DROPPED WOOD CEILING, SEE 2/A-7.5. 33. NOT USED. 7. HEADER CONDITION AT POOL WINDOWS, SEE 5/A-7.2. 21. DASHED UNE IS THE LIMIT OF THE LAY -IN ACOUSTICAL TILE CEILING/FACE OF GYPSUM BOARD CLOSURE 34• NOT USED. 8. SOFFIT CONDITION AT LOCKER ROOM VESTIBULE ENTRANCE, SEE 6/A-7.2. PANEL. SEE 1&2/A-7.5. 35. NOT USED. 9. SOFFIT CONDITION AT POOL VESTIBULE ENTRANCE, SEE 7/A-7.2. 22. EXPOSED ROOF JOIST/ROOF GIRDER LOCATION, SEE STRUCTURAL DRAWINGS. 36• NOT USED. 10. LIGHT COVE DETAIL 1 (8"W, DRY LOCATIONS), SEE 8/A-7.2. 23. CONCENTRIC DIFFUSER LOCATION. INSTALLED BY THE SHELL CONTRACTOR. PAINTED BY TENANT 37. BUILDING MOUNTED SITE IJGHT LOUMON. HGIFRNG ANB ELEM0L WORK BY SFFE 13ONFRAMR. 11. LIGHT COVE DETAIL 2 (1'-3"W, DRY LOCATIONS), SEE 9/A-7.2. CONTRACTOR. GGINTIVMR Slh*L PREMBE eONBUFF, BOXES, AND PULL HNES FOR SITE GGNTRkMR'S USE. �Ajl 12. LIGHT COVE DETAIL 3 (8"W, WET LOCATIONS), SEE 10/A-7.2. 24. CENTER RECESSED DOWNLIGHT ON POOL BEAM. COORDINATE IN FIELD. 13. LIGHT COVE DETAIL 4 (1'-3"W, WET LOCATIONS), SEE 10/A-7.2. 25. FAUX WOOD TRUSS LOCATION, SEE ALL DETAILS ON A-2.10. CENTER ON PIERS ABOVE AT CLERESTORY. . NOT 14. SYNTHETIC WOOD PANEL CEILING AT POOL, SEE 1,243/A-7.3. 26. WOOD CEILING AND SUPPORTING GRID IN THIS AREA IS MANUFACTURER BY ARMSTRONG WORLD USED. 15. . (NOT USED) INDUSTRIES, SEE I.D. DRAWINGS AND SPECIFICATIONS. 38. OVERHEAD UTILITIES INSTALLED BY SHELL CONTRACTOR. NOTIFY ARCHITECT IF NOT AT THE LOCATIONS 16. EXPOSED ROOF DRAIN LINES, PAINT TO MATCH CEILING. WHERE ROOF DRAIN LINES PENETRATE SOFFIT, 27• SUPPLY/RETURN AIR GRILLES. CENTER HORIZONTALLY IN EACH BAY OF THE CEILING. SEE SECTIONS INDICATED AND HELD TIGHT TO THE BOTTOM OF THE DECK. DO NOT PROCEED WITH WORK UNTIL PROVIDE 3/8" CLEAR, FINISHED JOINT IN GYPSUM BOARD AT PERIMETER OF PIPE PENETRATION. SEAL FOR MOUNTING HEIGHTS. GRILLES SHALL ALIGN AT EACH SIDE OF CEILING. ALL GRILLES SHALL ALL BE DISCREPANCIES HAVE BEEN RESOLVED. WITH PAINTABLE JOINT SEALANT, STRUCK FLUSH. THE SAME SIZE. PAINT TO MATCH CEILING COLOR. 39. CONFIRM INSTALLATION CLEARANCE OF UTILITIES AT THIS CEILING FAN. NOTIFY ARCHITECT OF THE 28• . NOT USED. DISCREPANCIES. DO NOT PROCEED WITH WORK UNTIL DISCREPANCIES HAVE BEEN RESOLVED. 29. EXTERIOR SOFFIT MOUNTED SPEAKER LOCATION. COORDINATE FINAL LOCATION IN FIELD WITH LAF VENDOR. 40• SYNTHETIC WOOD PANEL CEILING AT SPA. SEE 6&7/A-7.6. 2 1.5 (N) ( 3.3.1 �,� 3.4 (N) 3.7 (N)' (N) 5.3 5.7 INA) 274'-8" 64'-0. 1 51 43'-0" 40'-10" 42'- 18-1 " 13-1 ' 5'_42" . 23'-0" 23'-5" 15'-4 ' 25'-q 28'-11 ' - - 32'-0' � 6' 5 6' 11" I I I T-9", , n „1• I- - I I 8'-1', I 7'-8�'. I'_�• ( I GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, F�� AND PIPING IN THE JOIST SPACE, AS CLOSE TO THE FLOOR/ROOF DECK CENTERLINE OF LIGHT FIXTURE, OR CENTERLINE OF STRUCTURE, UNLESS Z ABOVE, TO MAXIMIZE SPACE FOR DUCT INSTALLATION. INDICATED OTHERWISE. 2. CONTRACTOR SHALL COORDINATE CEILING HEIGHTS WITH ALL 6. MECHANICAL DIFFUSERS AND GRILLES SHALL BE PREFINISHED IN 'WHITE' S/M/E/P/FA/FS COMPONENTS MOUNTED IN THE CEILING. PRIOR TO THE Checked By: TO MATCH THE CEILING TILES. WHERE DIFFUSERS AND GRILLES OCCUR IN PAINTED GYPSUM BOARD SOFFITS, FIELD PAINT THE DIFFUSERS TO MATCH START OF ALL CEILING WORK, INCLUDING DUCT FABRICATION AND Z THE SOFFIT COLOR. PLUMBING ROUGH -IN, THE CONTRACTOR SHALL PREPARE COORDINATION 7. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO DRAWINGS FOR REVIEW AND COMMENT. INCLUDE ALL PERTINENT VERIFY QUANTITIES AND LOCATIONS WITH THE LOCAL AUTHORITY HAVING ELEVATION INFORMATION FOR S/M/E/P/FA/FS ITEMS AND ALL JURISDICTION. CEILING/SOFFIT HEIGHTS. INDICATE ALL OFFSETS AND TRANSITIONS 8. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURE TYPES AND MODELS. REQUIRED TO CLEAR STRUCTURAL ELEMENTS. ALL POTENTIAL CONFLICTS « SEE MECHANICAL DRAWINGS FOR ALL DIFFUSER TYPES AND SIZES. WITH CEILING HEIGHTS OR ALIGNMENTS SHALL BE CLOUDED AND NOTED 9. PROVIDE PROTECTIVE CAGES ON ALL EXPOSED M/E/P/FA/FS ITEMS IN IN THE DOCUMENTS FOR RESOLUTION BY THE ARCHITECT. THE BASKETBALL COURT. 3. ALL ELECTRICAL AND MECHANICAL ITEMS LOCATED IN ACOUSTICAL CEILING 10. SEE A-7.2 FOR TYPICAL CEILING DETAILS: 1/A-7.2 FOR TYPICAL PANELS SHALL BE POSITIONED AT THE MID OR QUARTER POINTS OF THE 0 GYPSUM BOARD CEILING CONSTRUCTION, 2/A-7.2 FOR TYPICAL SHOWER PANEL 4. ALL LIGHTS, EMERGENCY SWITCHES, STROBES, DIFFUSERS, ETC., SHALL BE w ROOM CEILING CONSTRUCTION, AND 3&4/A-7.2 FOR TYPICAL SOFFIT CONSTRUCTION, OTHER SPECIFIC DETAILS ARE NOTED ON THE PLAN. CENTERED. ALL STROBES SHALL BE CEILING MOUNTED. 5. ALL FIXTURES, CONDUITS, PIPING, DUCTWORK, ETC. SHALL BE MOUNTED 11. OPEN STRUCTURE CEILING AREAS VISIBLE TO THE PUBLIC, CONTRACTOR AS HIGH AS POSSIBLE TO ENSURE PROPER CLEARANCES AND CEILING SHALL TAKE GREAT CARE TO CAREFULLY LAY OUT ALL UTILITIES/SYSTEMS HEIGHTS ARE MAINTAINED. CONTRACTOR SHALL LOCATE ALL CONDUITS IN A NEAT AND ORDERLY FASHION, SEE 9/A-7.5 FOR REQUIREMENTS. O « « CONTRACTOR SHALL PROVIDE A MOCK-UP IN THE FIELD OF TYPICAL L INSTALLATION CONDITIONS. ACCEPTED MOCK-UP MAY BE PART OF THE 7 1 FINISH WORK. U of � O O M LO 32'-9 W o r\ U � 0 0 a \0 CN O U -LL -1 0 0 �MWHw(LVO ED H 2 W O z z C,HoXwzaX0 p=> �azW. = Q W Z Z W 0 W x W W W W W WR dW NZ�I Z)�:0 U Cl) 00 C0 F�� w LO\0 z:0 (N Proj #: Z 170264 V C7 > M M Drawn By: Checked By: uLo� KC Z Q 0 4~ N o N « s Q s« U W 0 rn M 0 L w N z O O « « L U of � O O M LO W o r\ U � 0 0 a \0 CN O o U -LL -1 0 0 �MWHw(LVO ED H 2 W O z z C,HoXwzaX0 p=> �azW. = Q W Z Z W 0 W x W W W W W WR dW NZ�I Z)�:0 U Cl) 00 C0 r• F�� REFLECTED CEILING PLAN Proj #: AROO 63 170264 V r• r` REFLECTED CEILING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2o3 Drawn By: Checked By: WB/KC KC 0 0 N N O `O � O O C O := CL .0 U N d O Z Cn � O u_ E :3 'O tq Q O Z O Sheet Name: FIRST FLOOR REFLECTED CEILING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2o3 Drawn By: Checked By: WB/KC KC GENERAL SHEET NOTES 1. SEE A-2.3 FOR GENERAL SHEET NOTES AND KEYNOTES. GENERAL FIRE SUPPRESSION NOTES 1. WHERE A CEILING IS PROVIDED, ALL FIRE SUPPRESSION PIPING SHALL BE CONCEALED IN SOFFITS OR ABOVE CEILING. PROVIDE OFFSETS AS REQUIRED. 2. WHERE A CEILING IS PROVIDED, ALL FIRE SUPPRESSION HEADS SHALL BE CONCEALED TYPE. 2.1. EXCEPTION: AT POOL, PROVIDE SEM -RECESSED FIRE SUPPRESSION HEADS FACTORY FINISHED IN WHITE. PROVIDE APPROPRIATE CORROSION RESISTANT HEADS. LOCATE HEADS IN GYPSUM BOARD BEAMS AND SOFFITS. FIRE SUPPRESSION HEADS ARE NOT PERMITTED IN THE SYNTHETIC WOOD CEILINGS AT THE POOL 2.2. AT WOOD CEILINGS IN THE RECEPTION AREA, AEROBICS AND CYCLING; FACTORY FINISH CAPS TO MATCH WOOD CEILING. MATCH PPG 1076-5 'LOCOMOTION." 2.3. AT WOOD CEILINGS IN THE RECEPTION AREA, AEROBICS AND CYCLING; ALL HEADS/CAPS MUST BE CENTERED ON INDIVIDUAL BOARDS. COORDINATE LOCATIONS IN FIELD. 3. PROVIDE PROTECTIVE CAGES ON ALL HEADS IN THE BASKETBALL COURT. 4. CENTER ALL FIRE SUPPRESSION HEADS IN THE 2'x2' PORTION OF THE 2'x4' 'SECOND LOOK' CEILING TILE. 5. AT THE BASKETBALL COURT, THE FIRE SUPPRESSION MAIN SHALL BE LOCATED OUTSIDE THE ROOM WITH THE LATERAL LINES RUNNING PARALLEL WITH THE JOISTS. LOCATE VERTICALLY IN THE JOIST SPACE, AS HIGH UP AS ALLOWED BY CODE. 6. AT THE SKYLIGHTS, DO NOT RUN FIRE SUPPRESSION LINES ACROSS SKYLIGHT AREA. FIRE SUPPRESSION HEADS SHALL BE AT ONE SIDE OF THE SKYLIGHT, WHERE LEAST VISIBLE TO THE PUBLIC. 7. WHERE FIRE SUPPRESSION MAINS AND LATERALS RUN PARALLEL TO WALLS AND SOFFITS IN PUBLIC AREAS, DO NOT ROUTE THESE FIRE SUPPRESSION NEAR THE WALLS AND SOFFITS. MAINTAIN 6'-0" CLEAR (MINIMUM) FROM THIS CONSTRUCTION. IF FIRE SUPPRESSION MUST BE INSTALLED CLOSER THAN THIS FOR CODE REQUIREMENTS, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. 8. ROUTE PIPING AS CLOSE TO THE JOISTS/JOIST GIRDERS AS PERMITTED BY CODE. MOUNT AS CLOSE TO THE ROOF DECK AS PERMITTED BY CODE. ALL FIRE SUPPRESSION PIPING IN OPEN CEILING AREAS SHALL BE INDEPENDENTLY SUPPORTED FROM TOP CHORD OF JOISTS/JOIST GIRDERS. 9. FIRE SUPPRESSION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL FIRE SUPPRESSION HEADS WITH THE LIGHT FIXTURES, DIFFUSERS AND GRILLES, DUCTWORK, SKYLIGHTS, CEILING FANS AND OTHER CEILING MOUNTED ITEMS AS REQUIRED. THESE ITEMS SHALL NOT BE RELOCATED TO ACCOMMODATE FIRE SUPPRESSION HEADS; FIRE SUPPRESSION CONTRACTOR SHALL PROVIDE ADDITIONAL HEADS AS REQUIRED TO MAINTAIN R.C.P. LAYOUT SHOWN. LEGEND ARCHITECTURAL F—AcT-fl CEILING FINISH TAG. TOP LINE INDICATES MATERIAL TYPE. BOTTOM UNE INDICATES CEILING HEIGHT. rli, ACT1: ACOUSTICAL PANELS TYPE 1: 2'x4' WITH '2ND LOOK'. AM ACOUSTICAL PANELS TYPE 2: 2'x8' CEILING IN ONE ON ONE SPACE. 1L 5/8" GYPSUM BOARD. M•G•B•: 5/8" MOISTURE RESISTANT GYPSUM BOARD, L±L 5/8" LATHE AND PLASTER WITH TILE FINISH. WPI. WOOD SLAT CEILING AT MAIN ENTRANCE AREA. OPEN WOOD SLAT SOFFIT/CLOUD. SWP: SIMULATED WOOD SLAT CEILING AT POOL AREA. E,S,: EXPOSED STRUCTURE, PAINTED. F.S.: FAUX SKYLIGHT IN ONE ON ONE SPACE. 2'x5' TRANSLUCENT PANEL AND GRID SYSTEM. 2x4 LAY IN CEILING. SOLID LINES INDICATE LINEAR WOOD PANEL CEILING. CEILING TEE LOCATIONS. DASHED LINE INDICATES 0 AT RECEPTION AREA: MANUFACTURED CEILING. LOCATION OF '2ND LOOK' LINE IN PANEL. £ # • AT CYCLING AND AEROBICS: SHOP FABRICATED CEILING BY THE CASEWORK VENDOR. SEE 1.44TEAOR: GYPSUM BOARD CEILINGS/SOFFITS 1,2,&3/A-7.5 AND I.D. DRAWINGS. EXTERIOR: EIFS CEILINGS/SOFFITS A V.FAUX WOOD CEILING AT POOL.. FIELD FABRICATED BY TILE CEILING OVER LATHE AND PLASTER THE CONTRACTOR. SEE 1,243/A-7.3. FAUX SKYLIGHT IN ONE ON ONE SPACE. SEE SKYLIGHT LOCATION. SIZE VARIES. XX/XXX MECHANICAL 2x8 CEILING SYSTEM IN ONE ON ONE SPACE. SEE XX/XXX. ........... . _ s , SUPPLY DIFFUSER, SIZE VARIES RETURN GRILLE, SIZE VARIES 1 - -- ---- -- - - --- I I POOL ENLARGED SPA CEILING - _ LINEAR SUPPLY DIFFUSER AT POOL, LENGTH VARIES EXHAUST GRILLE ,.� 8FT LONG LINEAR SUPPLY DIFFUSER AT ONE ON ONE II � �- ` CONCENTRIC DIFFUSER = WALL MOUNTED SUPPLY DIFFUSER �.�,.'............................................ 41. �- D RETURN GR G.B I I 2" , I WALL MOUNTE ILLE I.A ; UNIT HEATER 44 ELECTRICAL 1. NOT ALL LIGHT FIXTURES MAY BE USED. 2. LIGHTS WITH SUFFIX DESIGNATION 'X' OR 'EM' ARE EMERGENCY LIGHT FIXTURES. 3. LIGHT FIXTURES WITH SUFFIX DESIGNATION 'D' INDICATE DIMMER CONTROL CONNECTION POINT. 4. LIGHT FIXTURES WITH A (*) DESIGNATION ARE UP LIGHTS MOUNTED IN COVES. 5. LIGHT FIXTURES WITH A (CW) DESIGNATION ARE MOUNTED IN CASEWORK BELOW. PROVIDED AND INSTALLED BY CASEWORK VENDOR. 6. LIGHT FIXTURES WITH A (LK) DESIGNATION ARE MOUNTED ON THE TOP OF LOCKERS BELOW. PROVIDED AND INSTALLED BY THE CONTRACTOR. 7. LIGHT FIXTURES WITH A 'WET' DESIGNATION INDICATE TO PROVIDE THE FIXTURE IN A CONFIGURATION APPROVED FOR WET INTERIOR OR EXTERIOR LOCATIONS. 8. LIGHT FIXTURES WITH AN A DESIGNATION AFTER THE NUMBER ARE AN ALTERNATE FIXTURE FROM A DIFFERENT LIGHT VENDOR. F2: EXIT SIGN ` ` © 173/173WET: LINEAR WALL MOUNT PENDANT AT SERVICE AREAS. MOUNT 8'-0" A.F.F. TO BOTTOM OF FIXTURE. PROVIDE WET -RATED FIXTURES AT LOCATIONS INDICATED. I i E F4: EXTERIOR LIGHT AT EXIT DOORS 1 ;BY MILLWORK VENDOR. PROVIDE POWER CONNECTION ONLY. MILLWORK VENDOR TO VERIFY FINAL LENGTH. F6: PROVIDED F ---------------i F7: PROVIDED BY MILLWORK VENDOR. PROVIDE POWER CONNECTION ONLY. MILLWORK VENDOR TO VERIFY FINAL LENGTH. 2 I F9: CONT. COVE STRIP LIGHT, LENGTH VARIES. MAXIMUM SECTION LENGTH IS 21'-0". CONTRACTOR TO VERIFY FINAL LENGTH. 7 }( i o 'j j ! N i F10: POOL WALL LIGHT, RECESS -MOUNTED IN VERTICAL FACE OF SOFFIT. SEE 1&2/A-7.3. 3 O F11 • RECESSED DOWN LIGHT o , F12: CONT. COVE STRIP UP -LIGHT, LENGTH VARIES. MAXIMUM SECTION LENGTH 2l' -Oft. CD SEE 4/A-7.5 WHERE INSTALLED AT ROOF JOISTS IN OPEN CEILING AREAS. CONTRACTOR VERIFY FINAL LENGTHS. WHERE INSTALLED AT ROOF JOISTS, ENSURE LIGHTING DOES NOT EXTEND BEYOND END OF BOTTOM CHORD OF ROOF JOIST. I i ® F13A: CIRCULAR SCONCE AT TOILET ROOM, CEILING MOUNTED. -------~ - — - — - — - --- - — - — -- ,f-----------Is ---or -- -- a o F14: HIGH -BAY RECESSED DOWN LIGHT F15: EXTERIOR AIMABLE UP -LIGHT. MOUNTED AT TOP OF WINDOW CANOPIES � — 27 F1 16H. 2x4 LAY IN LIGHT FIXTURE 1 I I I # I F17: 8FT LINEAR PENDANT LIGHT IN PUBLIC AREAS. MOUNT 18" BELOW FINISH CEILING TO TOP OF FIXTURE. TYP. , . • € 1 1 i f F18: COVE UP -LIGHT AT FRONT OF WOOD CEILINGS IN AEROBICS AND CYCLING. SEE 1/A-7.5 F19: PENDANT LIGHTS AT MAIN ENTRANCE, RECEPTION, SALES, AND SOCIAL AREA. SEE 5/A-7.3 FOR INSTALLATION. I 3 g a ...... ............g $I yyy5 _ 3 I g is , i gg , 9 9 : t { I 1 6 1 Fs®2'-5'(Cry ........... ......... Fs '-5'(CW) ----._ I 9 & £ F20 COVE LIGHT AT TOP OF LOCKERS CENTER ON LOCKERS AS SHOWN. SEE 2/A-2.13. . - " - - F21: EXTERIOR WALL SCONCE DOWNLIGHT ONLY F21A EXTERIOR W 1 �_�� ;t. £ . i 1: ` ALL SCONCE UP ....�.... .. AND DOWN LIGHT s jE • 3k t ` ..... NG DIRECTION HORIZONTAL. . i it `. �% it � i.......: i ........ .. ......... ... ....... ..... .�..k/A��"5 -Q I '.- � ,. „ .... .. •... ,. Q £ F22: LINEAR WALL MOUNTED i..,.: ._,: SCIS; i F22. LINEAR W _. _......_ _.. £ } $ £.. _ I o ALL MOUNTED LAVATORY YGLIGHT.IN INSTALLED LONG DIRECTION VERTICAL. -r F2AEM 9 3 F24: HIGH BAY LIGHT FIXTURE AT BASKETBALL , E •E. j F! _ y� F25: CIRCULAR SCONCE AT SHOWER ROOM AND POOL RINSE SHOWER, WALL MOUNTED. SEE 2/A-2.12.1 AND 2/A-2.13.1. € I I :r �r 1 ---- �--- - ----- ---Q------- E2AFM 00 -- ------ --I- --------� F25: CIRCULAR SCONCE AT SHOWER ROOM, CEILING MOUNTED. i� E Jr 3 ' 7 I 'i _�— .r. w...... ,...____.a - _— .— _ �I._.....:� -; • "� I — — , ONE ON ONE SPACE. W . . . . . . .... F26• RECESSED :� �° AIMABIE SPOT TIGHTS IN -;,£ w`4 — — — — — — _771Z ....... . . . `' �" ..........4 . _ ................ . '- .... ..................................................................—....—.............—.—.f..—.......— — O F27 N _ _. ._.� _-_ : LINEAR LIGHT FIXTURES RES IN ONE ON ONE SPACE. INSTALLED BEHIND THE FAUX SKYLIGHT. SEE XX XXX. f. € ................................................................... ............................... ............. . . I F6012 –1 (CW) i F7 4'. 3 '( . 1.. s ;,I , ...... ......... ......... ......... ....... _.. •��f C E P. I� : Ml k M; -E $ N€;:, ----------------� F29: NT. STRIP BACKLIGHT, INSTALLED AT BACK EDGE OF MIRROR. SEE I.D. DRAWINGS. I I C F30: WALL MOUNTED LIGHT IN POOL EQUIPMENT STORAGE ROOM. MOUNT 8'-0" A.F.F. TO BOTTOM OF FIXTURE CF -1: PENDANT MOUNT CEILING FAN, 60 D. F 1' fl;� ?' 3 — — vC ;� ? II ' ° ......... i f?.........ii �} — — -� — — — — SEE 14/A-7.2....... .............. ............ ::::: a . ..........-::.......... ............... : '< ---------------------- .............................................._-...:.1..:..-...:....:...1...................._..11 I .nG'a d i f,.: " T ( I t: CF -2: PENDANT MOUNT CEILING FAN, 144 D. SEE 11,12,&13/A-7.2. RECEPTION CASEWORK LIGHTING PLAN 1/8"=11-0" POOL ENLARGED REFLECTED CEILING PLAN 1/4"=1'-0" DRIVER, QTY. VARIES UNISTRUT LIGHT FIXTURE DRIVERS, MOUNTED TO UNISTRUT. DRIVER QUANTITY VARIES, SEE R.C.P.s AND 5,6,7,8&9/A-7.5. SUSPENDED LINEAR PENDANTS, HIGH CEILING AREAS. 8FT LONG, UNLESS INDICATED OTHERWISE. MOUNT 16FT A.F.F. SUSPENDED LINEAR PENDANTS, HIGH CEILING AREAS. 8FT LONG, UNLESS INDICATED OTHERWISE. MOUNT 1OFT A.F.F. 0 OWz mz'uP=wOz z;WoRwzax0 @x�ZP WIL =<w--WowjR 0Z w X a W= W a cl)U 0 d W Z L 53: U V=>=m0� WRQX 09110m :-�: S. SCHR `o c D A�'9! " K I � N N am 0 O2 0 Z O(N Proj #: Issue Date: z O Sheet No.: A=20301 C7 ] M M WB/KC 0 c cc Iry) CA Z >� a-) m U 0 23 c� � -J o J N i Q LL, a s U W 00 L 2 M .0 O L Nz w y O « L U W ,t Ln F M LO W o o o � � U of Q 0 0 � O a C) a UL 0 OWz mz'uP=wOz z;WoRwzax0 @x�ZP WIL =<w--WowjR 0Z w X a W= W a cl)U 0 d W Z L 53: U V=>=m0� WRQX 09110m :-�: S. SCHR `o c D A�'9! " K I � N N am 0 O2 0 REFLECTED CEILING PLANS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=20301 Drawn By: Checked By: WB/KC 0 c O � a .0 y o a Z LL c y Q Z O r Sheet Name: FIRST FLOOR DETAIL REFLECTED CEILING PLANS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=20301 Drawn By: Checked By: WB/KC KC SHOWER PERIMETER TRIM TILE AT OUTSIDE FACE OF SHOWER. SEE I.D. DRAWINGS. B.O. CEILING SEE R.C.P.s TILE CEIUNG OVER 5/8' �+ -- -------- METAL LATHE AND PORTLAND -- 1 CEMENT PLASTER OVER C> U ( VAPOR BARRIER OVER METAL 1' 1 0 STUDS AT 16' O.C., SIZE AS ' REQUIRED FOR CEILING .........:...... - SUPPORT ------ 8 A-2.12.1 % 1 "=1'-0" SEE TYPICAL POOL RINSE SHOWER REAR WALL ELEVATION 4 1/4'0 1/4" POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. SHOWN FOR INSTALLATION REFERENCE. EDGE TILE PIECE IS A 174" UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT.. SEE I.D. DRAWINGS. 2" FINISH FLOOR .� p__ ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1"x2* UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT. 4 1/4"0 1/4" POOL DEPTH MARKERS. TEXT ALWAYS FACES TOWARDS THE WATER AS SHOWN. SEE POOL DRAWINGS. 1"x1" UNGI WALL WALL TILE EDGE TILE PIECE IS A 1'x2" --\ TILES IN THESE ROWS ARE CUT �+ -- -------- :1 1 '/ f 3 1 1 C> U ( F= z �z 1' 1 0 N� ' ■� 11 I .........:...... SHOWER HEAD, CENTER ON VERTICAL TILE GROUT -' Va lbM ■t�ll�■ INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS CN DIVING .......; .................;............. JO INT. COORDINATE WITH I.D. DRAWINGS. 8 S :............... °........................ �.. N ................................................................................................................................................................. 0 -9 B.F.F. MARKER UN PO EXTENDDRAMOBED AROUND ANCHOR c� o ........... ................._... 5........?... SEE INSETS.S. GUTTER TILE FINISH AND POOL PLASTER/TILE WALL TARGET FINISHES W �c zo LH SHALL ALIGN. G.C. TO COORDINATE WITH SUBCONTRACTORS. � ,r I I '.. .�,. _ � � _ � _ LOCATION TO USE FULL TILES. 3 F � \�`� POOL DEPTH MARKERS, LOCATE AT SAM POSITION AS U', z MARKERS ON POOL DECK. SEE POOL DRAWINGS. -! c TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL DEPTH MARKER TILES IN THIS TRIM. 1"x1* UNGLAZED, SUP -RESISTANT WALL WALL TILE AT GUTTER/MOL 1136PING. SEE I.D. DRAWINGS. a. COORDINATE TILE INSTALLATION SO CONTINUOUS BAND AT PERIMETER OF POOL ALIGNS WITH TILE AT WALL TARGETS SHOWER SIDE WALL v 17x1' UNGLAZED, SUP -RESISTANT WALL TILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. FILTERED WATER SUPPLY PIPE AND DIRECTIONAL EYEBALL FITTING, :` L U SEE POOL DRAWINGS I POOL PLASTER FINISH/WALL TARGETS, SEE POOL 0 DRAWINGS. CONFIRM THICKNESS WITH POOL CONTRACTOR �\ `. v S `;. SHOWER CONTROL, CENTER ON VERTICAL TILE c I GROUT JOINT. COORDINATE WITH I.D. DRAWINGS. I " � I ---------------------- FJ WATERPROOF POOL LIGHT, HOUSING, AND CONDUIT. SEE POOL DRAWINGS. I I I I I I I I 41 4 EQ. i �..1 I -----�i ----------� E 1c � <; CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE 3 rz (LATICRETE HYDROBAN, OR EQUAL) OVER THINSET MORTAR BED E a O Z _. .................................................................................. OVER 5/8' METAL LATHE AND PORTLAND CEMENT PLASTER o METAL STUDS AT 16' O.C. WITH FULL .-, U_ 0 THICKNESS UNPAGED BATT INSULATION. '-'---:' C) SEE WALL TYPES FOR STUD SIZE CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE (LATICRETE HYDROBAN, OR EQUAL) OVER THICKSET MORTAR BED. Fn P SLOPE MORTAR BED 1/4" PER FOOT MAX. PROVIDE THICKSET Ld z c o 5/8' UNFACED MOISTURE RESISTANT MORTAR WITH 30 13/13 W.W.F. REINFORCING. TIE MEMBRANE GYPSUM BOARD . == INTO DRAIN ASSEMBLY, z ENSURE POSITIVE DRAINAGE IS MAINTAINED. CONCRETE CURB, REINFORCE AND DOWEL PER STRUCTURAL DRAWINGS ---- PROVIDE CONT. BREAK IN GROUT. PROVIDE CONT. + v S M r-. JOINT SEALANT AT BREAK. z o COORD. CURB WIDTH (n WITH METAL STUD WIDTH SEE PLANS En E2 <. a.ILLj DO NOT PROVIDE A CURB AT THIS LOCATION. PROVIDE ADA -COMPLIANT THRESHOLD. NOTES: RECESSED STRUCTURAL SLAB, SEE STRUCTURAL 1. ALL SHOWER WALLS SHALL BE LAID OUT TO COMPLY WITH THE FINISH DRAWINGS DIMENSIONS SHOWN IN THE I.D. DRAWINGS. COORDINATE ALL WORK PRIOR TO FRAMING AND M/E/P ROUGH -IN. SHOWER DRAIN, CENTER ON TILE GROUT JOINTS. 2. MAINTAIN SAME PERIMETER ELEVATION ON ALL SHOWER PANS FOR COORDINATE WITH I.D. DRAWINGS. TILE PATTERN AND ALIGNMENT SHOWN IN THE I.D. DRAWINGS. 3. PROVIDE SILICONE JOINT SEALANT AT ALL PENETRATIONS. 8 TYPICAL SHOWER CROSS SECTION AND SIDE WALL ELEVATION A-2.12.1 % 1 "=1'-0" SEE TYPICAL POOL RINSE SHOWER REAR WALL ELEVATION 4 1/4'0 1/4" POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. SHOWN FOR INSTALLATION REFERENCE. EDGE TILE PIECE IS A 174" UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT.. SEE I.D. DRAWINGS. 2" FINISH FLOOR .� p__ ALIGN POOL DEPTH MARKERS WITH BACK EDGE OF NOSING EDGE TRIM. EDGE TILE PIECE IS A 1"x2* UNGLAZED, SUP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST IT. 4 1/4"0 1/4" POOL DEPTH MARKERS. TEXT ALWAYS FACES TOWARDS THE WATER AS SHOWN. SEE POOL DRAWINGS. 1"x1" UNGI WALL WALL TILE EDGE TILE PIECE IS A 1'x2" --\ TILES IN THESE ROWS ARE CUT LHc3_ c� co PLAN AT DECK PAINTED GYPSUM BOARD WALL AT EACH JAMB, PROVIDE DOUBLE STUD, BEYOND AT HEAD OF GRILLE OPENING PROVIDE 8"D METAL STUD BOX BEAM HEADER, BEYOND INTERMEDIATE STUD, BEYOND ALUMINUM WALL GRILL. TYPICAL SIZE IS 6x24, VERIFY. SEE MECHANICAL DRAWINGS. PAINT TO MATCH WALL TILE - SPRAY, DO NOT BRUSH OR ROLL. SEE I.D. DRAWINGS. I I I I I I I I R LOCATE GRILLE HORIZONTALLY PER PLN CD V ..... .............................................................................................................................................................. .... .......... .... ............... .... . EDGE OFUj .................................................................................................................................................... POOL COPING LL POOL WATER R - `'' o .... .... `.::... .... .::..._..W ._ ....... SURFACE BELOW 1'7(1° WALL TILE, RUNNER TRACK AT TOP OF CONCRETE CURB, BEYOND SEE I.D. DRAWINGS. TOP OF CONCRETE CURB, BEYOND NOTE: SEE I.D. DRAWINGS FOR ALL FINISHES 4 TYPICAL LOW EXHAUST GRILLE ELEVATION DETAIL �21 5 /R" UnI4ZTI IRF RGCICTAIJT CVDCI Iu DnADn nvrD W DAD V.I.F. _ v -v '1 1 •// 1 1 :1 1 '/ f 1 1 1 C> U 1 i F= z �z 1' 1 KC N� ' ■� 11 I .........:...... USEM1 Him■�!�■�li�■ice■ice■�■i�■1�1�■I�iWIN Va lbM ■t�ll�■ INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS CN DIVING .......; .................;............. T.O. GUTTER IN o = c :............... °........................ �.. N ... ... . e......:_€... 0 -9 B.F.F. MARKER UN PO EXTENDDRAMOBED AROUND ANCHOR LHc3_ c� co PLAN AT DECK PAINTED GYPSUM BOARD WALL AT EACH JAMB, PROVIDE DOUBLE STUD, BEYOND AT HEAD OF GRILLE OPENING PROVIDE 8"D METAL STUD BOX BEAM HEADER, BEYOND INTERMEDIATE STUD, BEYOND ALUMINUM WALL GRILL. TYPICAL SIZE IS 6x24, VERIFY. SEE MECHANICAL DRAWINGS. PAINT TO MATCH WALL TILE - SPRAY, DO NOT BRUSH OR ROLL. SEE I.D. DRAWINGS. I I I I I I I I R LOCATE GRILLE HORIZONTALLY PER PLN CD V ..... .............................................................................................................................................................. .... .......... .... ............... .... . EDGE OFUj .................................................................................................................................................... POOL COPING LL POOL WATER R - `'' o .... .... `.::... .... .::..._..W ._ ....... SURFACE BELOW 1'7(1° WALL TILE, RUNNER TRACK AT TOP OF CONCRETE CURB, BEYOND SEE I.D. DRAWINGS. TOP OF CONCRETE CURB, BEYOND NOTE: SEE I.D. DRAWINGS FOR ALL FINISHES 4 TYPICAL LOW EXHAUST GRILLE ELEVATION DETAIL �21 5 /R" UnI4ZTI IRF RGCICTAIJT CVDCI Iu DnADn nvrD W DAD V.I.F. _ v -v "v i It CONT. #10 BAR, SEE POOL DRAWINGS •." n 4 4 I'I" 'P C> U Drawn By: F= z �z WB/KC KC N� ' � a .........:...... INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS CN DIVING .......; .................;............. T.O. GUTTER IN o = c :............... °........................ �.. N ... ... . e......:_€... 0 -9 B.F.F. MARKER UN PO EXTENDDRAMOBED AROUND ANCHOR .........:........•.......:... ........... ................._... 5........?... SEE INSETS.S. GUTTER TILE FINISH AND POOL PLASTER/TILE WALL TARGET FINISHES W �c . SHALL ALIGN. G.C. TO COORDINATE WITH SUBCONTRACTORS. � ,r I I '.. .�,. _ � � _ � _ LOCATION TO USE FULL TILES. 3 F � \�`� POOL DEPTH MARKERS, LOCATE AT SAM POSITION AS U', z MARKERS ON POOL DECK. SEE POOL DRAWINGS. -! c TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL DEPTH MARKER TILES IN THIS TRIM. 1"x1* UNGLAZED, SUP -RESISTANT WALL WALL TILE AT GUTTER/MOL 1136PING. SEE I.D. DRAWINGS. a. COORDINATE TILE INSTALLATION SO CONTINUOUS BAND AT PERIMETER OF POOL ALIGNS WITH TILE AT WALL TARGETS CONCRETE POOL WALL, SEE POOL DRAWINGS FOR CONSTRUCTION AND FINISH 17x1' UNGLAZED, SUP -RESISTANT WALL TILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. FILTERED WATER SUPPLY PIPE AND DIRECTIONAL EYEBALL FITTING, 6 � TYPICAL TILE WALL TARGET >-.12.1% 1"=1'-0" TILE AT THIS AREA IS INSTALLED OVER THIN -SET MORTAR BED. ENSURE CONCRETE SLAB IS INTERGRALLY SLOPED TO DRAIN 1/4" PER FOOT. ELEVATION IN POOL COr u HATCHED TILES INDICATE THE TILES HAVE BEEN CUT TO FIT` � f 1'x1' UNGLAZED, SUP -RESISTANT TILE, SEE POOL AND I.D. DRAWINGS. Z" d PERS.: TRUCTURAL R ;r; PROVIDE 1'xl" BULLNOSE TRIM AT ALL 90 DEG. OUTSIDE ji J CORNERS, TYP. SEE I.D. DRAWINGS. a 41 CONTINUOUS POOL GUTTER, SEE POOL DRAWINGS. FINISH ALL INSIDE N SURFACES OF GUTTER WITH 1"x1' TILE, SEE POOL AND I.D. DRAWINGS Z COORDINATE INSTALLATION IN FIELD TO USE WHOLE TILES. `LCONTINUOUS KEYWAY, SEE STRUCTURAL AND POOL - 4 1/4'x4 1/4" POOL DEPTH MARKER TILE, SEE POOL DRAWINGS=����-• <:� '* T.0 GUTTER INLET ,r, k1. DRAWINGS 0 -9 B.F.F. ENLARGED POOL DETAILS Proj #: Issue Date: It CONT. #10 BAR, SEE POOL DRAWINGS •." n 4 4 I'I" 'P C> U Drawn By: F= z �z WB/KC KC THICKSET, NON -SHRINK GROUT MORTAR BED. MIN. 1 1/2' THICK. ' It INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS CN � , o , STAINLESS STEEL RECESSED WALL ANCHOR FOR LANE N I MARKER UN PO EXTENDDRAMOBED AROUND ANCHOR SEE INSETS.S. GUTTER TILE FINISH AND POOL PLASTER/TILE WALL TARGET FINISHES I ° I ADJUST MORTAR JOINT WIDTH SLIGHTLY AT THIS SHALL ALIGN. G.C. TO COORDINATE WITH SUBCONTRACTORS. � ,r I I '.. .�,. _ � � _ � _ LOCATION TO USE FULL TILES. \�`� BENT 161 #4 BAR AT 10' O.C., SEE POOL DRAWINGS ��\ SHOTCRETE/GUNNITE CONCRETE POOL WALL, SEE POOL DRAWINGS ----Ali FILTERED WATER SUPPLY PIPE AND DIRECTIONAL EYEBALL FITTING, :` SEE POOL DRAWINGS I POOL PLASTER FINISH/WALL TARGETS, SEE POOL 0 DRAWINGS. CONFIRM THICKNESS WITH POOL CONTRACTOR �\ `. c I I�--------------- ---- II I " � I ---------------------- FJ WATERPROOF POOL LIGHT, HOUSING, AND CONDUIT. SEE POOL DRAWINGS. I I I I I I I I 41 4 I -----�i ----------� � <; TYPICAL GUTTER/COPING AT POOL 3"=1'-0" 1'x1' UNGLAZED, SLIP -RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED OVER RECESSED CONCRETE SLAB, SEE I.D. DRAWINGS. SLOPE TO DRAIN. CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL DRAWINGS NOTES: 1. DIMENSIONS SHOWN ARE TO FINISH FACE OR CENTERLINE OF TILE AND EQUIPMENT UNLESS NOTED OTHERWISE. 2. DIMENSIONS AT POOL GUTTER ARE BASED UPON ACTUAL TILES SIZE INFORMATION PROVIDED BY MANUFACTURER. COORDINATE ALL FINAL DIMENSIONS IN FIELD TO USE COMPLETE TILES. 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, AND ACCESSORIES REQUIRED FOR TILE LAYOUT AS SHOWN. 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, AND POOL SUBCONTRACTOR SHALL COORDINATE INSTALLATION OF ALL TILE PRODUCTS. ALL TILE SHALL HAVE A CONSISTENT INSTALLATION APPEARANCE REGARDLESS OF WHO PERFORMS ALL, OR A PORTION OF, THE WORK. BARRIER ------- ---.._.. _.. __... __._. �....• ,,.. TILE BASE OVER 5/8' CEMENT BOARD - SEE I.D. DRAWINGS. WALL SHEATHING - SEE WALL TYPES WALL CONSTRUCTION - SEE WALL TYPES CONCRETE CURB - DOWEL AND REINFORCE AS NOTED IN THE STRUCTURAL DRAWINGS. TILE FLOOR OVER THICKSET MORTAR BED - SEE I.D. DRAWINGS. SLOPE TO DRAIN. RECESSED SLAB IN POOL AREA - SEE SLAB PLAN AND STRUCTURAL DRAWINGS. CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. POOL / SPA SIDE OF WALL NOTE: CURB OCCURS AT INTERIOR WALLS TYPICALLY. 1 1""""' "'""' AT THE EXTERIOR WALLS, THE CURB IS INTEGRAL TO THE EXTERIOR WALL CONSTRUCTION. REFER TO SLAB PLAN AND STRUCTURAL DRAWINGS. TYPICAL CURB / BASE OF WALL DETAIL IN POOL AREA PROVIDE 3/4' CHAMFER AT ALL EXPOSED SEE PLANS, COORDINATE WITH POOL EQUIPMENT DRAWINGS. EDGES CAST -IN-PLACE CONCRETE EQUIPMENT PAD. <J 41 COORDINATE SIZE AND EXTANT WITH POOL EQUIPMENT. MAINTAIN CLEAR AISLE CLEARANCES ::x • IN FRONT OF PAD AND MAINTAIN FULL DOOR OPERATION IN ROOM. REFER TO STRUCTURAL FOR FURTHER INFORMATION. --------�f — — ----- CONT. #4 BAR AT PERIMETER OF SLAB 5x12' #4 BENT BAR (U_H) AT 32" O.C. MAX. EPDXY DOWELS INTO FLOOR SLAB ARE Z11v ACCEPTABLE. 6x6 W4.1 xW4.1 W.W.F. CONCRETE SLAB -SEE STRUCTURAL TYPICAL POOL EQUIPMENT ROOM PAD DETAIL 3"=1'-0" NOTE: THE CONDITION IS SIMILAR WHERE THE TRENCH DRAIN ABUTS THE BACK EDGE OF THE CAST STONE COPING. THIS MAY OCCUR AT EDGES OF THE SPA. CONT. STRIP TRENCH DRAIN. TYPICALLY, THIS IS CENTERED BETWEEN THE PERIMETER WALL AND THE BACK EDGE OF THE CAST STONE POOL COPING. SEE ENLARGED PLAN FOR COMPLETE LAYOUT. SEE POOL DRAWINGS AND PLUMBING DRAWINGS FOR ALL PLUMBING CONNECTIONS AND SIZES CORROSION RESISTANT JOINT SEALANT - BOTH SIDES OF DRAIN SLIP RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED. SLOPE TO DRAIN. SEE I.D. DRAWINGS. 131 RECESSED CONCRETE SLAB AT POOL AREA. SEE SLAB PLAN. CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. PROVIDE THICKENED SLAB UNDER SLOT TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. PROVIDE THICKENED SLAB UNDER STRIP TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. TYPICAL LINEAR TRENCH DRAIN DETAIL 3"=1'-0" W Lr) �O Z OM CN O N 7 M M C !p M ¢' bo_ 00 o � �"- -0 rq M¢ Ln W 00 M M 0 o 0 0 � O O N W p�0 4WWPWaVO W Wz0- p - O Ww mP=WOzpcgz BIW-o�wzaW0 =WW_z0Wz0 wa 0<�~pl=} xW��WUWO!O Hol. �3v 0 WU' = M U W m M 2 _—>>=>..OI— ��oUJo�� ENLARGED POOL DETAILS Proj #: Issue Date: 170264 3 Sheet No.: C> U Drawn By: F= z �z WB/KC KC 3 W BARRIER ------- ---.._.. _.. __... __._. �....• ,,.. TILE BASE OVER 5/8' CEMENT BOARD - SEE I.D. DRAWINGS. WALL SHEATHING - SEE WALL TYPES WALL CONSTRUCTION - SEE WALL TYPES CONCRETE CURB - DOWEL AND REINFORCE AS NOTED IN THE STRUCTURAL DRAWINGS. TILE FLOOR OVER THICKSET MORTAR BED - SEE I.D. DRAWINGS. SLOPE TO DRAIN. RECESSED SLAB IN POOL AREA - SEE SLAB PLAN AND STRUCTURAL DRAWINGS. CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. POOL / SPA SIDE OF WALL NOTE: CURB OCCURS AT INTERIOR WALLS TYPICALLY. 1 1""""' "'""' AT THE EXTERIOR WALLS, THE CURB IS INTEGRAL TO THE EXTERIOR WALL CONSTRUCTION. REFER TO SLAB PLAN AND STRUCTURAL DRAWINGS. TYPICAL CURB / BASE OF WALL DETAIL IN POOL AREA PROVIDE 3/4' CHAMFER AT ALL EXPOSED SEE PLANS, COORDINATE WITH POOL EQUIPMENT DRAWINGS. EDGES CAST -IN-PLACE CONCRETE EQUIPMENT PAD. <J 41 COORDINATE SIZE AND EXTANT WITH POOL EQUIPMENT. MAINTAIN CLEAR AISLE CLEARANCES ::x • IN FRONT OF PAD AND MAINTAIN FULL DOOR OPERATION IN ROOM. REFER TO STRUCTURAL FOR FURTHER INFORMATION. --------�f — — ----- CONT. #4 BAR AT PERIMETER OF SLAB 5x12' #4 BENT BAR (U_H) AT 32" O.C. MAX. EPDXY DOWELS INTO FLOOR SLAB ARE Z11v ACCEPTABLE. 6x6 W4.1 xW4.1 W.W.F. CONCRETE SLAB -SEE STRUCTURAL TYPICAL POOL EQUIPMENT ROOM PAD DETAIL 3"=1'-0" NOTE: THE CONDITION IS SIMILAR WHERE THE TRENCH DRAIN ABUTS THE BACK EDGE OF THE CAST STONE COPING. THIS MAY OCCUR AT EDGES OF THE SPA. CONT. STRIP TRENCH DRAIN. TYPICALLY, THIS IS CENTERED BETWEEN THE PERIMETER WALL AND THE BACK EDGE OF THE CAST STONE POOL COPING. SEE ENLARGED PLAN FOR COMPLETE LAYOUT. SEE POOL DRAWINGS AND PLUMBING DRAWINGS FOR ALL PLUMBING CONNECTIONS AND SIZES CORROSION RESISTANT JOINT SEALANT - BOTH SIDES OF DRAIN SLIP RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED. SLOPE TO DRAIN. SEE I.D. DRAWINGS. 131 RECESSED CONCRETE SLAB AT POOL AREA. SEE SLAB PLAN. CONCRETE SLAB - SEE STRUCTURAL DRAWINGS. PROVIDE THICKENED SLAB UNDER SLOT TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. PROVIDE THICKENED SLAB UNDER STRIP TRENCH DRAIN AS REQUIRED IN STRUCTURAL DRAWINGS. TYPICAL LINEAR TRENCH DRAIN DETAIL 3"=1'-0" W Lr) �O Z OM CN O N 7 M M C !p M ¢' bo_ 00 o � �"- -0 rq M¢ Ln W 00 M M 0 o 0 0 � O O N W p�0 4WWPWaVO W Wz0- p - O Ww mP=WOzpcgz BIW-o�wzaW0 =WW_z0Wz0 wa 0<�~pl=} xW��WUWO!O Hol. �3v 0 WU' = M U W m M 2 _—>>=>..OI— ��oUJo�� Sheet Name: ENLARGED POOL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By: Checked By: WB/KC KC N N CO ci CD 0 0 c 0 .n U E a O Z U_ v c Q z o Sheet Name: ENLARGED POOL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By: Checked By: WB/KC KC 2 ° 3 ° 4 ° 5 0 ° 7 ° A .7. (N) 3.7 (N) 4 4.4 5 5.3 (N) 5.7 .7. N� 5.8 6 6.3 (N) 7 I o I I A f i I I I I I i I I I D6 i i I D-2.0 i j B C I E F / FURNITURE / KEY PLAN SCALE: 3/32" =1'-0" 0 4' 8' 16' ° 1 ° 2 9 ° 10 ° 11 ° 12 DRAWN BY: SDA FURNITURE PLAN NOTES: FURNITURE / KEY PLAN A OWNER- LA FITNESS (LAF) SUPPLIED ID -1.1. B GENERAL CONTRACTOR (G.C.) SUPPLIED SCALE: AS NOTED NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY SHEET, OR ON PAINT BREAK / ART GRAPHICS PLAN EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. ID -1.3. B F1 BENCH - HOLLMAN BY G.C. A F2 FURNITURE / EQUIPMENT BY LA FITNESS ENLARGED FLOOR FINISH PLANS A F3 KIDS KLUB PLAY EQUIPMENT BY VENDOR. ID -2.1 A F4 FITNESS EQUIPMENT BY VENDOR. A F5 WALL MOUNTED AED BY LAF. PROVIDE BLOCKING PER ARCH. DWGS. SUGGESTED ENLARGED POOL FINISH PLAN LOCATION, FINAL LOCATION SHALL BE DETERMINED BY LAF OPERATIONS MANAGER ID -3.0 IN CONJUNCTION WITH LAF DM APPROVAL. BF6 RECESSED WALLET LOCKERS BY GC. SUGGESTED LOCATION, FINAL LOCATION SHALL BE O 1/8" SCALE INTERIOR ELEVATIID-3.2 rS DETERMINED BY LAF OPERATIONS MANAGER IN CONJUNCTION IMTH LAF DM APPROVAL. MIRROR FURNITURE LEGEND: FURNITURE BY LA FITNESS UNLESS OTHERWISE NOTED NOTE: THESE ARE ESTIMATED FURNITURE REQUIREMENTS. LAF TO DETERMINE SPECIFIC FURNITURE REQUIREMENTS BASED ON MARKET AREA NEEDS AND ORDER ACCORDINGLY. C1 SALES - EMPLOYEE DESK CHAIR RECEPTION - OM DESK CHAIR C2 SALES - GUEST CHAIR C3 RECEPTION - FRONT DESK BARSTOOL C4 RECEPTION -LOUNGE CHAIR C5 NOT USED C6 POOL - LOUNGE CHAIR C7 SOCIAL - BAR STOOLS C8 SOCIAL - BENCH SEAT BY MILLWORKER T1 RECEPTION - SIDE TABLE T2 NOT USED T3 POOL - SIDE TABLE T4 SOCIAL - BAR TABLE BY MILLWORKER T5 SOCIAL - OCCASIONAL TABLE BY MILLWORKER S1 AEROBICS - STORAGE BINS o 3 4 5 6 7 8 9 10 12 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0 450 FAX: 949 754 0448 W W W.SDAPARTNERSHIPUSA. COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS =j URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA GO17 ¢- r 1 A'00n s ,� DATE: 09-08-2017 ID SHEET INDEX DRAWN BY: SDA ID -1.0. FURNITURE / KEY PLAN ID -1.1. FLOOR FINISH PLAN SCALE: AS NOTED ID -1.2 PAINT BREAK / ART GRAPHICS PLAN ID -1.3. REFLECTED CEILING FINISH PLAN ID -2.0 ENLARGED FLOOR FINISH PLANS ID -2.1 ENLARGED LOCKER ROOM FINISH PLANS ID -2.2 ENLARGED POOL FINISH PLAN ID -3.0 118" SCALE INTERIOR ELEVATIID-3.1 1/8" SCALE INTERIOR ELEVATIID-3.2 rS 1/8" SCALE INTERIOR ELEVATID-. 1'CLI ID -3.4 1/4" SCALE INTERIOR ELEVATIONS ID -4.0.1 RECEPTION MILLWORK DETAILS ID -4.0.2 RECEPTION MILLWORK DETAILS ID -4.1.1 SALES / SOCIAL MILLWORK DETAILS ID -4.1.2 SALES / SOCIAL MILLWORK DETAILS ID -4.2 KIDS KLUB MILLWORK DETAILS ID -4.4 TRAINER'S KIOSK MILLWORK ID -5.0 DETAILS 1 N ID -5.1 DETAILS ID -5.2 DETAILS ID -5.3 DETAILS ID -6.0 FINISH SCHEDULE ID -6.1 TILE SPECIFICATIONS AND DETAILS PLAN NORTH ID -6.2 TILE PATTERN DETAILS o 3 4 5 6 7 8 9 10 12 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0 450 FAX: 949 754 0448 W W W.SDAPARTNERSHIPUSA. COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS =j URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA GO17 ¢- r 1 A'00n s ,� DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FURNITURE / KEY PLAN SHEET NUMBER: 7 ° 8 ° 9 1011 ° ° 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. A 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FIRE FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. RISER D6 135 NOTE: KEYNOTES ARE KEY NOTES : OR ON EVERY PROJECT. GENERAL SEE PLAN FOR APPLICABLE NOTED AREAS.HEET, ID -2.0 CONC RB 1 1 B 1O GLUE DOWN CARPET (G.C. INSTALLED) A 2 PLAY EQUIPMENT AREA FLOORING BY LAP VENDOR ----------------------- J: v, - -' - -----'--------- - - ---- --- ------- --i !i. I � _- .-.-. ........- _.._... _ , -+---s ,- �..;+ � 3 WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. i ! I t I : ; , f i i I,- .--._— .__._.—__..__—._._....._•--—_—_—__ _ __—._. ... _•.....•i i£i i i 1 f. •....:..,......._- _ . } -. t ------------ ------------ ...t..:.: .. • -"--.-.........__ i I v J w v v �,+ d+ „ /. , _..... _... -- _--............ .EI :IEE i A RUBBER GYM FLOORING,Y LAP. i I --- ------------ . .---------. --------------- _.--- .___._..._ ------ --- ----- ---- ---- F -----f... { .f-----+ %IDS ; +..t.+• - --1. B ........;..i. - �......... .. ...... I........ ,..!..!........,., + + ; KLOB B 5 EXPOSED CONCRETE FLOOR FINISH A :: • I 3 Iii i S SCHEDULED. - ...'.... -.-"-- ....._.._.... __- .'..._...... ----....- .-..._-'..-.... -!...- v iE i {I:i Ei - - ---' - -- Y EItC`., ° i i} _-.___ ___-. _.-.. _ __...-... - ---- -- --- B 6 S LIENT FLOORING AS SCHEDULED. 3 { N ! , i E ------ ----- --------- ----—'------� is W .L '+ J y ..L W ; ' ii i i E'i I iii .. ! �__...-.'.- "--....-------._` i v "' .i iIE I j3 i CYC _ . .� •133 0 iii ! i E ; I i ' i `'3 -----'--------.. ..__---....... ___.._- ------ '---'---'--' - - ----- ----'------ ----- :..,:, :: ::i• _......_.. _. _.. _..........._.... _ _.. CONC RB: TILE FL !-------------------- -- .... ..._ -- ! W W :. I I B 7 FLOORING AS SCHEDULED. _'_------------....»_..---------------..._..----- - — -- - - - ---- -' ...._----- -------------------.-»_ r :a• ''ill ....._.. ' ---------.__....-------------------------------------- -------- ---_._ _'-----.._._ -"-------------"------ ---- � € 1 i T ,1 1 141-H! J J J B 8 ENTRANCE MAT .. ............... .......---- ................ �Y i i 5 _--_.-_. __------ --r - ::,---; .. B RUBBER MAT OVER CONCRETE. CONTINUE • i ----_ ..-----------------...... _------------------ - ----.------- -------__----:--=----- +- , ---'I -: '--I ; -- J ,. � J. � .Y '� ��. •• . ., 0 9 U UNDER BENCH 12" MIN., NOTCH AS REQUIRED. :i IiNYL Tftl O - -- - - ,i} yeµ' JAN. ... ... __.. .. ...... ......... ..._. : -- __ _._. .__._ ..... .... ........ _ -i : :: P/;�l '1 E N: t i .—....... - ...... ..__........... i i : :: • _.. i•37 _._..... - -- t... +..,. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR :..; : • I l i -- -- _ --------------- -- - DIR TION -- i : i . , : i ::. , I . a : E : i :: , .: •- • : :: ! €iii ! • ; ._..._-------.._ .___ ___ . - ._..._--------:::::..:-• _ _:.: �° --- .....----------- - _ TRANSITION STRIP AS SCHEDULED. PROVIDED , • - -+-- �-- ...--�+----- B 11TAR 1/4 PER LA;.Q.: .: - - - i 1- i O FT. MAX AS NEEDED. VERIFY THRESH ■ : _ ! : -...- ------ - - - - - .... " --- ` - OLD CONDITION W/ ARCH. WGS. R ---- - -- -- -- - s� B ALUMINUM STOREFRONT :.: I ; • • ; ! : ! I : : i ; I I : i . I • :. ; . ; - - -- ' -- -- - --- ---- ---- ---------------------------- ; "r " *� 't r-.._ 12 THRESHOLD, VERIFY W/ ARCH. DWGS. . -' ii :I, .., •I !!i ! !; :. - - - i 131 i E - .... - - x 13 NOT USED S ..I I 0 i -... NOT USED n .. ::. ii .:i '• Lj I I b t --------------------------- ---------------- ------------- — ----- ..__ ..------- -- -- ---- .._.... ++ ,. : i-_;1 #t+._; _ .{.1 _---------.___-- -- - .-_---- t- - i T I . _ STAGGER PLYWOOD SUB FLOOR JOINTS &INSTALL SUB -FLOOR 45 i ,.i I : „i E � € .:. .. • i ! : ' ----- --- ------ ----------------------------- , i I i i E � 108 B 15 DEGREE T i � E : ! . ' ! �I ( . , , : ; i , i i i E • i ::-;--i-�` i .:. i i , i �j-. , �--I-? , : I O S 0 WOOD FINISH FLOOR SO THAT NO SUB -FLOOR OIN�S ALIGN _..... _....... _ ........._... -- ` - _..- i ! W/ FINISH FLOOR JOINTS ......_.».........._........... ................._..".___.................. .-...........».».._......____. : ! ' ' ' i I.: i !: I • : : i -, _ ._-i----_-, B 16 SHEET VINYL T ::: :: : ! : ! • I , ::,. ! ! , ,�i : ::: i : i ! ; '--..........- ......... . .... ......_. - ........._. ...... --------- - ...- ----- ------ ...------------- -- I ! i i - - - - 0 EXTEND 24 BEYOND THE START OF RAMP. . '�•STO. . , :. .✓' :: ' , . : • :: : • :, ... .....--.............-------------.....------- ' —._.-. 1 ! i 1 � ; ,:, t,�• ;;� _�:1� ': ..'���:. .. :.....t. ,� B FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK / EQUIPMENT. (£ s •iiE ' I { ER !I! •::?: �t+{ -,Y: £ ,, 1fi; ;.xr.a...jf ;441 :•I.: iEl - -- - -�: £ _ 18 NOT USED I ":_ . £: r PROVIDE 2rr ! : � • : i : , � t ;,; E ' .. , , .. • ... . • ' . . , , __ ____ _____ ......... _ _ � I. CONTRASTING NOSING STRIPE AT TOP AND BOTTOM ...------- � -- ----• ---- - - , _ £ .. , . ..� i.. .., .. � STEP AND AT i = E :., : .�€ ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. _ ' .. , 30" HIGH CARPET , ,; _ , ------, ... �. --- ----_ _ ....{ I , ,_,: � , �, _ i . ; , �. , TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT ! ' ! $A5 AI;L : i : i .. ::: • i : : �: AREA -- -- - ` - - - -- __...-------- --- --------------- - - # I U N.O. (G.C. INSTALLED) i i 1 i i g :E S. iEE i; , I I i r., t ;. ,x i•s t B 21 6" EPDXY BASE W/INTEGRAL VE ::. ::: ... I :: J .. .. , : •. .. , , i .�� �� ...t ..:."s>. ;, . •, ,.,f COVE (3/8 RADIUS) AND METAL TOP CAP. !; :: ; .. ; ; ::: .:::•� i • . I i--r—'—�--+--,—i-t-',-^. _r-.;—< is: , 5 i ...a�Bsl®Is...:.,.. q�..;. t.. ; E i iii r. 3• I , n ' !3i !! :� :� . I .. ::. ::: , :: I • ::::: i , I ; : I ! : i i I ,� :. ;� �.';:; B 22 6 CARPET BASE PER i f: , , , , ; : , , : , , • , , , , , ! , i 3 , �-_,--..•., ��, E � VI Y T LES -� .,. O S SCHEDULE (G.C. INSTALLED) B 4 BREATHING BA ! .€ G SE AT WOOD FLOORING. : I � t /�� ,� : f 4s k DI RE CT 11 ... x' .:.. .. .gg.,, ..s.1 r.,!. ., ...._......_. , ,....... ltii" *.X/ ..:...T►_ _ rr ' I E :�:....;. ,:�,^�; - : B 24 6 TILE BASE AS SCHEDULED I ., + ;.:::: ... ... .....i i £ i . .:: ... ., t........ � .{ .. ..... .. 4. ......t..t F. ....4.4.4.4. . ; ; .. ..' : I I I , : , 1 : n I f I ),, B 25 5 MOSAIC TILE BASE AS SCHEDULED :JV B -- - a- ----._ r.. s .: aa/•Iw�wnrnR . arMlliwMNrrrs . • ! r .>_� F1 B 26 CUSTOM MOSAIC FLOOR TILE. E ID -6.2 !ii ..,.. .. ....,.. SE FOR PATTERN AND PLACEMENT. .....4.q.g.;.. .. ................. .....4.g.;..).. .. .............. .. ..£.4.�.e..;..;......... ..,..... ....4.�.g.;..L. .....:..:_:.. $ k I � ! i i 1 (, :, _ :: I i :: I i ::: • : I :: I E : f ! ( .L...1 1 A �<, '--1-� � ;:: �, :. � � I .:•.. B 27 17" CERAMIC TILE WAINSCOT BASE 1 A.V.•. ,..I ..... .. ., i Y� T ! fI . ... , ... .. `�ttil E I i I ; ; 1 ;PATEN B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. i I ---j E ULE. ❑ i L I . ' 132. t E DiRE O i E I I + + + + i_ i +------ - B 6 VINYL BASE PER SCHEDULE 1 I i - I 29 + 4 y �I t -i-;-: : i i ;-�'-I-•' ; 4 4 VINYL BASE PER SCHEDULE : 30 , A A A] LlILLNIRfl VINYLTILES -- -' ; - - "-- -- - .< C • 1 + 1 iR•3 . NGS FOR FRAMING), ROUT TO BE WHITE C • � 3A`- � I g 31 GLASS BLOCK (SEE ARCH DRAWINGS G), G .-,P-ATTLRhI . • � ' -�-- T . -4-� i I - T II 's:� :. €:. " t s� : t :::: i i ,£.; :,x - LIGHTFIXTURE, .. i �• 3 REFER TO ARCHITECTURAL DRAWINGS - ..._.... , ._..._ .. f51R•EOTIf7N : i : , : , � �.,, t y �,;. � ,.. � E A 32 3 I + z ,y 1 ;I f I FOR PLACEMENT AND S -� l I GS ............ .._ _. - - -' . � i ........ .f � NS. (G C INSTALLED) 1 O IT A SPECIFICATIONS, I i t . x i _.,.... `. .. - - -- 1 ..... :t LOCATION F FLAT 1----- ----- ............. 6 2� :. ; + .�: .. f: 0 SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. ............................................._ .........._....... " .. s ... �. y" FOR MOUNTING DETAIL. _... - - yy E ,1 A a 2�1. - - - I — - - - — -- -"- -"- -- "-" -- "-- -- - -- - - - "- -"- -- - -- -- DRINKING FOUNTAIN :!` + i + - TYP. PT.. __ ... ..... . -- + � 2 34 - + -{ __ .....I 1 t t COLUMNSs` 4 5 E -----i ! ! ` - - - - -- _.. ... -. ...... .. : rm: B PARTIAL HEIGHT WALL TILE, EE ELEVATIONS AND DETAILS. I 35 _ - P€RSONALTRAINING _ _ - - - - - - - - ;j T� ..... _ - T � I / � : ■ � , - B FULL HEIGHT WALL TILE - - - y _ _.. .. L i {� 36 -- ' - - ' . ..... ... ..... ..... ..... ----- .---- .. ..... ..... ... ;T f ! 107.... ... --- .... _....... .... ..... _... .._.. ---- ----- .-- -- ..... .... -.. .�!.. r.:: '.q:: ..: n - ! I - - _FOIE: Y�RIFY �XT�NT OF�tU�ES....- SCHEDULE (G.C. INSTALLED ... .- ' B 18 ET BASE PER ` - - _ ..... ..... _... -- FLOORING AT FREE WEIGHTS WITH V1L �B - ' - 1 - -t .. --'-' '- .... --- ---, ... .-- ----- ----- ----- ----- ----- ----- -- ---2g- !' ---- '---- -_.. ----- --. --- - '--- -i y ' 38 - 39RP NOT ED - ----- ---- --- ----' ---- .... .... ---- ---- --- ..... _... ..--- -- --- ..LATEST LAF-EQUIPMENT PLAN ..... _ ------------------- -- _ swbw� Jam'"" alx+s�llr; iy� - 0� --1 -- _... -- — 4- -' — -- - — -- - -- — -- '- -- - - -- -" ---- ---- ---.. ----- "--- "--- -"-- ---- -" --- -"-- - --"" , a. -.:-- - v� . ;. ;!r ?l. O O USED - ----- _ ..... .... ----- - ----- ---- --- - -- ---- ----- ----- ---_ .... ._ ... .... ._. .... ----- ..._ - : ESfi _ UE.ST ....; &EXIST. LOCATIONS PRIOR TO -- ._.. ... ..... .. ..... ... .. . ..-- ----- _._ .... --- - 1 ! STO. B 40 M ... ..... .... ..... .. ..... .... .... .. �I - - ;... 1 - ' -' --- --- --- ..... .... ..... _.. ..--- --- ---- .. .._. ---- 3: 123 _.. ._.. ...- DIMENSIONS MOUNTED ABOVE BASE. - -- ---- ---- ' ' " -` l _ *Y: WALL BEHIND WOOD BAND TO BE PAILATION. PANEL WIDTH AS NOTED, NTED 2 FROM EDGE OF TOP -- - - ""- - - - B -- z .. , ..t...... i I - - - AND BOTTOM PLANK. 41 0 - ! ! ! i i r { I B -.. ..... ..... ..... ...... ..... ..... ..... .... ..... "--- ..... .. t ' 42 BASKETBALL BACKBOARD, LL COLOR. _ - - _ _ _ _ _ _ _ _ S1 1-913 �............� . .....BASKETBALL WALL PADS COLOR: BRACING. PAINT BRACKETS ..... _.. - _ -i : ..... ... ...... ...1......J......, ...4.....4....., ..4.....4-...-�--+'--•- ---- I '-'_"---+...---:-":'---..;...---: : "-•--'-":--.....WALL 1 _ .I i i ADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. ............... .........r.....,a SHR ...-' ..... ..... ..... ..'-' ..... ..... ..... ..... ..... ..... ..... ..... { TYP. @ FREE WEIGHT --- ....{ ! ...+ . ; i_ 6 9 k. 122 B 44 PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK f - - t 2f3 COLUMNS ----- i -- + ;....., i :...._:....... _.... . --- ---- .... ...... _. ..... ... .... ...... _... -- ---- -. -- -- -- ---- ------ --- -- --- :Alrrrlrr,rrA — i LINE. CIR-- UI" _.... I . Y i -- E { { ' —�. a y --- ..... _... +--...{. _......}� R ' #''** WITH LOCAL MANUFACTURING . ..... ---- _--- ..... .... -- ---- ----- ----- I I : : , I i i i STANDARDS AND LOCAL INSTALLATION -- - --- -- LIMITATIONS BEFORE ORDERING. {f j i ..f P.T.E .. t IE - 1-OfiE; PRO)/_L IkUS.SER III E I O {...; x„u: i .... _._ ... .. .. ! l.......... .:..._; , I .:} is B 46 RACQUETBALL WALL PANEL BY VENDOR . . .. .. --- .. i -1 : i SV ... ..... ..... .. ..... .... ..... ..... .... ..... ..... ... ..... ...... ..... ..... ..... ..... ..... .... t %E.AS• SOHFD�ILED P� _ _- _ i Y �' jt B RACQUETBALL GLASS PAN _ -1--0AR� I EL BY VENDOR - i ti L F • G U=PI:9:-• 47 ACQUE • f i � I i ..... .... ..... .._. .... --- ---- ..... - - " - O NOT USED ..-- --- ----. ..- y5C�- - '-' - - -- - --_ ..:.... -WEIGHTS ..... -' ---- -- -- ..._ _... .._ ! ! ! g I -VINYL -i- Pfd N f .... 4 D _ ..._ ..... - _ ... ..... ..... ..... ..... ..... ..... .......... ..... ..... .. ..... .... i i _. 1.38 - i / 1 ... _... �...... E ! E ...._ I - - VER1F...YXTENT.OF RUBBER.. ..... .. _.1-_. i - .....: = ! t.... - - FW--` CB ... ----- -NOTE ! I j i ! , - !' is _. ..... - ------ ------ AT FR WEIGHTS WITH - -----i- - t 1FLOORING EE - ' - + . F..... it ... _... - -- '--' -- .... .._ ---- ----- .._ ---- ..... .. {• i i i i ; j - --- -- - LATEST-LAF-EQUIPMENT PLAN.- -- -- ' .._ -- -...---------...---: ! ! ......t. { .r........... -�--- { 9 E I .....24 ............. _.. - . ...... (...1 - !._E;� < �....-- C I 1 i-• j .... .... - i ........................................................................ ................. - R I I ---� ! i �> 111 i t iD 5.3° ? ` POOL {� I _ — — — — -- — -- — — — — — — — -- — — — i {> -rte :..;.:.. .4... t- ---- _...--- ---- --I- i :........: - - ... ..... ..... .. --- ----- - ' --- ---- ..... I E P _ ... ... . ! 4 ...�.... 2 i L i I f I ..... ..... ..... .. .. ..... ..... ..... ..... ...... ..... ..... ...... ..... ..... _... ..... .... ..... ..... ..i, `.�\�-.�~.- :.1. i B'G i i . �..R......; i 18 f ..... ..... . ..... ..... ..... ...... ..... . ..... ..... ...... ..... ..... ..... ..... ..... ..... ..... ..... .... ..... .. - i. D- . IlIVINYl�• � i E ! - _.. - T --------------t F , ! 1 - -- -- - -- -- - - --. - -" - ...._ ..... ; T.YP c�D CARPET I �_. YL t stc . TOT ID 5. .. .... . _. ..... --- ._.. .... . ..... . .. ... ...... .... ..... . ...... ...... ..... ... .... ..... .... 1 - . i t + ;I • 1' I • i ' I • I - ' £ i + + I -- SOCIAL <. 9!I ... _. 1 Di4J - - - ; S' • 103 7 b ...... ..... .... ...... .... -'- -. ..... .... .... ...... _.. -- — - --- I _�-. -t-�-i I __ { ' - i11 i° _. . _.... ._ ... ._ 1 r l , - .... .... .._. ._.. ..... ._ - - - -- t: + 101 • I I - - - - `� if ■ ---- ---- ---- - --- ---- -. ..... ..... ` . .... ._.. ..... ..... __. * 5; ■ _ { : TYP.' TILE : 1� -- - -- I TO fNY 1_ t. --- -------- - - - - - i ! --- --- -- ._.. - - ' t' 29 20 29 I . f._... 29 I ! ....----------- . - - - I _ .,. ; . - - . I --- .... . I : i ! —_j I ■ i{ 0 F1 F1 FLOOR FINISH LEGEND: TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES i>4 MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON F� PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. i 1 ; RUBBER FLOORING =ENTRY MAT i (BY OWNER) GLUE DOWN CARPET TILE EXPOSED CONCRETE F--� SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. » WOOD FLOORING. SEE FLOOR ` .CUSTOM PADDED PLAY F FINISH PLAN FOR PATTERN EQUIP. FLOORING DIRECTION. SINGLE COLOR(1X1) MOSAIC + 4, ' RESILIENT SHEET FLOORING PER FINISH E CUSTOM MOSAIC PORCELAIN SCHEDULE i TILE FLOORING. SEE ID -5.2, VINYL TILE: 'LIGHT' COLOR. ID -6.1 & ID -6.2 FOR PATTERN - '- SEE FLOOR FINISH PLAN I DETAILS AND PANEL LAYOUT. '+ " FOR PATTERN DIRECTION. i- _ 12" X 24" PORCELAIN TILE '- VINYL TILE: 'DARK'COLOR. - - SEE FLOOR FINISH PLAN FLOOR FINISH PLAN _.. I ; { FOR PATTERN DIRECTION. F1 SCALE: 3/32" =1'-0" 0 4' 8' 16' -�- -- STACK BOND PATTERN. X 24" TILE BORDER 1 ° 2 ° 3 ° 4 ° 5 ° 6 ° 7 ° 8 ° 9 ° 10 ° 11 ° 12 I BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: I Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes i. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Prlimin r f r e a y o mat for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 0 ! � 1 ARG 534 L DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FLOOR FINISH PLAN SHEET NUMBER: ID�l ■ O A ° B C ° FBI A 1 O ■ 2 ° ■ 3 4 ° 5 ° _ :rr- �'rere�r�r®�rrm�®ter®e�r�r�s�arrr�rr F� 137 H17E TYP. U.N.O. L 1 G10 p 1 WB PL 9E 1 1 L 1 19A AT WALL eP 1 ABOVE WB -1 6A ANCILLARY 1 144 P P 17E 1E „- BASKETBAL 143 1 SEE ELEV. FOR ADDITIONA F P7 TYP. AT 1 LAYOUT W-ORMAT-1i 9E ACCfidT-$t0 1 / G7A TYP.:A:T,:UPPER 1111ALL 1 " : 1 1E P TO ALIGN HORIZONTALLY 10E 14D 6E .:PHIC WITH ART GRA, 'P. ` P ,I fYP. AT WAINSCOTT :: 17E 137 H17E TYP. U.N.O. L 1 G10 p 1 WB PL 9E 1 1 L 1 19A AT WALL eP 1 ABOVE WB -1 6A ANCILLARY 1 144 P P 17E 1E 1 FREE 1 WEIGHTS 1 138 1; 1E TYP. U.N.O. G6PFTYP. AT WALL FROM TOP OF 18E MIRROR TO 2" ABOVE EDGE OF P BOTTOM PLANK - 1 1 19A I1� II I1 11 II i II 11 II 1 CARDIO 140 6 7 ° 8 TYP. AT UPPER WALL TYP. AT LOWER WALL e�re�rsa�rra�e�r�►®e�srs�e�vr�rssva�r�raorsr�r®s�rr�.rsra�®rass�.r�rs�ss�vr�rsz�.ramsavr®sem►'err.®�carr.+�c�rri.��r.rc�.rw� r CYCLING 133 142 WE PE ® ® I ®® U.N.O. ® _- ®11- i�[ ® �� it 0 0 ii ® I■ ffiffibehlbonnm�®1 IM • - � ® !!�!!!!�!!!�!�'' '� � _� ._ is e iil Ir � ■iii i 0 bhuh 'k rN lia D �I IN s !I �- .. r,����,. �.. � I ®�_ _ _ _ lit♦ � -- PERSONAL TRAINING im • �� CIRCUIT 139 WE TYP. U.N.O. II 17 6; 1 1 VEST. VEST. PI; 116 130 M.S.R ;I 22E _ -- -- 115 1-- -9 P. RIN - -.P. _... P 1 :..:: :�........ 14D - - _ - :- ------------14D h OD I I: II .; �vvEa 1 122 ; • i s d 9 1 p ; WH. ..:: : ■ G18 i - l 1 WB i 411 1 1 19A 1 p I 1D 1 11 20 119 A ,., 1 _..--------- 1 1 1 STO. POOL a 121 & SPA 1 _ _......_ 1 H18 P �mm -- i 22E - i p ; ------ 1E 14E .. i G22 " p 1 ----��" ---- ---------- ----------- ED ---.- _ I I........i. ............ ..... . _ .- ED 0 G3........ - - SOCIAL P 1 1 i • 103 18E i' 1 F 1 P 1 SEE SHTID4.0.1 FOR SURFACE PREP AT ART P G1' 1 G21 GRAPHIC. 47 RECEP. WB P' 1 19A T yp 0 - --_ Er - __ -- ■ - ; .. ■ O .. O SALES 1 102 9E WB P 1 1 1 1 19AP P 11 P MP PP'; 9E1RF 17E I 17E STO. 123 P 1D 9 10 o 11 ° 12 GENERAL NOTES: NOTE: SEE MATERALSPECo NDID- .1 FOR FINISH AND 1 TYPICAL AT ALL WALLS, LOW SOFFITS AND COLUMNS, UNLESS PlEqNOTED OTHERWISE (U.N.O.) 2 USE AT ALL WALLS TO RECEIVE ART GRAPHICS, SEE: F4q7ID-6.0 FOR P-47 SPECIFICATION. 3. ART GRAPHICS SUPPLIED BY LAF. GC TO PREPARE WALL TO RECEIVE ART GRAPHICS PER PROJECT SPECIFICATIONS. REFER TO THIS SHEET FOR LOCATIONS. 4. SEE INTERIOR ELEVATIONS SHEET ID -3.0 TO ID -3.2 FOR ADDITIONAL INFORMATION. MIRROR 1 — — — — — — — O ART GRAPHIC _ WB WOOD BAND BY MILLWORKER. SEE ARCH. DWGS FOR 1 DETAILS P NOTE: WALL BEHIND WOOD BAND TO BE PAINTED BLACK 19A 2" FROM EDGE OF TOP AND BOTTOM PLANK. KEYNOTES: 10 CG - PROVIDE CLEAR CORNER GUARDS AT ALL OUTSIDE CORNERS OCCURRING AT WRAPPED GRAPHICS AS INDICATED BELOW. G1 RECEPTION: FULL WALL GRAPHIC AT MILLWORK INSET G2 CIRCUIT: FULL WALL GRAPHIC AT MILLWORK INSET G3 SALES: FULL WALL GRAPHIC ABOVE COUNTER G4 SALES: FULL WALL GRAPHIC G5 CIRCUIT: FULL WALL GRAPHIC G6 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE MIRROR 1 G7 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE MIRROR G713 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE WOOD BAND G8 BASKETBALL: FULL WALL GRAPHIC AT INSET G9 BASKETBALL: FULL WALL GRAPHIC AT INSET 0 CARDIO: FULL WALL GRAPHIC G11 AEROBICS: FULL WALL GRAPHIC G12 CYCLING: FULL WALL GRAPHIC G13 KIDS KLUB: FULL WALL GRAPHIC G14 KIDS KLUB: FULL WALL GRAPHIC G15 LOCKER CORRIDOR: FULL WALL GRAPHIC AT INSET CG G16 LOCKER CORRIDOR: FULL WALL WRAP-AROUND GRAPHIC G17 CIRCULATION: FRAMED GRAPHIC G18 CIRCULATION: FRAMED GRAPHIC CG G19 POOL VESTIBULE: FULL WALL WRAP-AROUND GRAPHIC G20 POOL: FULL WALL GRAPHIC AT INSET G21 POOL: FULL WALL GRAPHIC AT INSET G22 SPA: FULL WALL WRAP-AROUND GRAPHIC 12 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: u Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of Si and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact Si 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 FZ a d S 4 A, SCh �:s o ( DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY.- PROJECT Y:PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: PAINT BREAK / ART GRAPHIC PLAN SHEET NUMBER: ID�l ■ 1 ■ g: s ,� G7A I11 10E 14D 1 WB P 1 19A II 1 I' 11 II 1 II P 1E 111 1 TYP. U.N.O. 1 1 FREE 1 WEIGHTS 1 138 1; 1E TYP. U.N.O. G6PFTYP. AT WALL FROM TOP OF 18E MIRROR TO 2" ABOVE EDGE OF P BOTTOM PLANK - 1 1 19A I1� II I1 11 II i II 11 II 1 CARDIO 140 6 7 ° 8 TYP. AT UPPER WALL TYP. AT LOWER WALL e�re�rsa�rra�e�r�►®e�srs�e�vr�rssva�r�raorsr�r®s�rr�.rsra�®rass�.r�rs�ss�vr�rsz�.ramsavr®sem►'err.®�carr.+�c�rri.��r.rc�.rw� r CYCLING 133 142 WE PE ® ® I ®® U.N.O. ® _- ®11- i�[ ® �� it 0 0 ii ® I■ ffiffibehlbonnm�®1 IM • - � ® !!�!!!!�!!!�!�'' '� � _� ._ is e iil Ir � ■iii i 0 bhuh 'k rN lia D �I IN s !I �- .. r,����,. �.. � I ®�_ _ _ _ lit♦ � -- PERSONAL TRAINING im • �� CIRCUIT 139 WE TYP. U.N.O. II 17 6; 1 1 VEST. VEST. PI; 116 130 M.S.R ;I 22E _ -- -- 115 1-- -9 P. RIN - -.P. _... P 1 :..:: :�........ 14D - - _ - :- ------------14D h OD I I: II .; �vvEa 1 122 ; • i s d 9 1 p ; WH. ..:: : ■ G18 i - l 1 WB i 411 1 1 19A 1 p I 1D 1 11 20 119 A ,., 1 _..--------- 1 1 1 STO. POOL a 121 & SPA 1 _ _......_ 1 H18 P �mm -- i 22E - i p ; ------ 1E 14E .. i G22 " p 1 ----��" ---- ---------- ----------- ED ---.- _ I I........i. ............ ..... . _ .- ED 0 G3........ - - SOCIAL P 1 1 i • 103 18E i' 1 F 1 P 1 SEE SHTID4.0.1 FOR SURFACE PREP AT ART P G1' 1 G21 GRAPHIC. 47 RECEP. WB P' 1 19A T yp 0 - --_ Er - __ -- ■ - ; .. ■ O .. O SALES 1 102 9E WB P 1 1 1 1 19AP P 11 P MP PP'; 9E1RF 17E I 17E STO. 123 P 1D 9 10 o 11 ° 12 GENERAL NOTES: NOTE: SEE MATERALSPECo NDID- .1 FOR FINISH AND 1 TYPICAL AT ALL WALLS, LOW SOFFITS AND COLUMNS, UNLESS PlEqNOTED OTHERWISE (U.N.O.) 2 USE AT ALL WALLS TO RECEIVE ART GRAPHICS, SEE: F4q7ID-6.0 FOR P-47 SPECIFICATION. 3. ART GRAPHICS SUPPLIED BY LAF. GC TO PREPARE WALL TO RECEIVE ART GRAPHICS PER PROJECT SPECIFICATIONS. REFER TO THIS SHEET FOR LOCATIONS. 4. SEE INTERIOR ELEVATIONS SHEET ID -3.0 TO ID -3.2 FOR ADDITIONAL INFORMATION. MIRROR 1 — — — — — — — O ART GRAPHIC _ WB WOOD BAND BY MILLWORKER. SEE ARCH. DWGS FOR 1 DETAILS P NOTE: WALL BEHIND WOOD BAND TO BE PAINTED BLACK 19A 2" FROM EDGE OF TOP AND BOTTOM PLANK. KEYNOTES: 10 CG - PROVIDE CLEAR CORNER GUARDS AT ALL OUTSIDE CORNERS OCCURRING AT WRAPPED GRAPHICS AS INDICATED BELOW. G1 RECEPTION: FULL WALL GRAPHIC AT MILLWORK INSET G2 CIRCUIT: FULL WALL GRAPHIC AT MILLWORK INSET G3 SALES: FULL WALL GRAPHIC ABOVE COUNTER G4 SALES: FULL WALL GRAPHIC G5 CIRCUIT: FULL WALL GRAPHIC G6 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE MIRROR 1 G7 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE MIRROR G713 FREE WEIGHTS: FULL WALL GRAPHIC ABOVE WOOD BAND G8 BASKETBALL: FULL WALL GRAPHIC AT INSET G9 BASKETBALL: FULL WALL GRAPHIC AT INSET 0 CARDIO: FULL WALL GRAPHIC G11 AEROBICS: FULL WALL GRAPHIC G12 CYCLING: FULL WALL GRAPHIC G13 KIDS KLUB: FULL WALL GRAPHIC G14 KIDS KLUB: FULL WALL GRAPHIC G15 LOCKER CORRIDOR: FULL WALL GRAPHIC AT INSET CG G16 LOCKER CORRIDOR: FULL WALL WRAP-AROUND GRAPHIC G17 CIRCULATION: FRAMED GRAPHIC G18 CIRCULATION: FRAMED GRAPHIC CG G19 POOL VESTIBULE: FULL WALL WRAP-AROUND GRAPHIC G20 POOL: FULL WALL GRAPHIC AT INSET G21 POOL: FULL WALL GRAPHIC AT INSET G22 SPA: FULL WALL WRAP-AROUND GRAPHIC 12 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: u Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of Si and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact Si 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 FZ a d S 4 A, SCh �:s o ( DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY.- PROJECT Y:PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: PAINT BREAK / ART GRAPHIC PLAN SHEET NUMBER: ID�l ■ ° A ° B 0 C ❑C E u F 1 ° 2 3 4 ° 5 6 -° 7 8 ° F1 REF�3/32" TED CEILING FINISH PLAN SCALE:' -0" 0 4' 8' 16' ° 1 ° 2 ° 3 ° 4 ° ° 0 SOFFIT WHERE MOUNTED SOFFIT WHERE MOUNTED D ° 10 o 11 ° 12 GENERAL NOTES AND SYMBOLS: 1. PAINT COLOR TO WRAP AROUND ALL SIDES OF SOFFIT TYP. 2. ALL SOFFITS TO BE PAINTED A MINIMUM OF 6" ABOVE LEVEL OF A.C.T„ TYP. 3. SEE ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS. 4. SEE PROJECT SPECIFICATIONS FOR SCHEDULED LIGHT FIXTURES. 5. ALL LAY -IN CEILINGS TO BE ACT -1 U.N.O., SEE ARCHITECTURAL SPECIFICATIONS. 6. THIS PLAN INDICATES PAINT COLOR AND PLACEMENT AT SOFFITS ONLY. THIS PLAN DOES NOT INDICATE ASSEMBLIES OR PROFILES. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. IF SOFFIT HEIGHT INDICATED IS IN CONFLICT WITH ARCH. DWGS., CONTACT SDA FOR CLARIFICATION. 7. SEE SHEET ID -6.0 FOR FINISH SPECIFICATIONS AND COLOR. P MATERIAL 1 COLOR 10 FOR FINISH REFERENCE ONLY KEY NOTE S : NOTE: KEYNOTES ARE GENERAL OR ON EVERYY P 0 ECT. SE ASHEET, LAN FOR APPLICABLE BLE NOTE AREAS MIAALL SOFFITS AND CEILINGS EXCEPT A.C.T. TO BE PAINTED P -1A U.N.O. C1 CEDAR WOOD CEILING PANELS PER SAUNA VENDOR. C2 NOT USED C3 41/4" X 41/4" CEILING TILE @ 45 DEGREES. CL1 ARMSTRONG'WOODWORKS LINEAR' CEILING PANELS CL2 STONEWOOD CEILING PANELS CL3 SUSPENDED CEILING PLANK SYSTEM BY MILLWORK VENDOR. REFER TO ARCH DWGS FOR UNISTRUT AND THREADED ROD PROVIDED BY G.C. 11 ° BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: [� /% O IF U 'T Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09;91-17" ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE j= INTERIORS H URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 C! FCI�F '111 ®- y � 6 t\� , rlT-,V S Y SAY ^ J�\ DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY - PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: REFLECTED CEILING FINISH PLAN SHEET NUMBER: 1 103 E C D E F G 1 G 2 0 _ C TO TILE.-.--.- - .. RB - ------------ :------------ I - I, { @ TILS Alp i 29 U 0 6 0 78 G G 9 O :\� J j T. j - \ / A FIRE --28\,.,+ 1/ l �✓ ✓ .I; i I F SER I AF /+ +4. vi D+3 4 v i ..� V .-- Ji i V , 41- " HIGH AT F•RP i v - L WALLS 1 j r 11 \ _._. ,,�--------------------- ----- --- + .._ c .._. r -' KIDS KLUB jFREE.STA14DNG FREE-STANogG IEMSJ)FCP �/ ✓ t✓ INVERTERn 4, INVERTER#I 105 — I.RB I s T ✓ V/ �/ 2 r6 J y a * 02 30 . Cn TYP. U.N.O. �. I A 1 ELEC.CL: Bi V 133. v Y V a V� II Qil ✓ NAC w Cc v i 1/ �✓ 1i V I FACP y - SOCIAL LJI LJ 103 I1 1 I CARPET TILE I 3B 1 I _} .....t- 6 29 .................... . I VINYL PILES - _ i ENLARGED RECEPTION / SALES / SOCIAL PLAN SCALE: 1/4" =1'-0" 0 2' 4' 8' III 1 G 2 o 3 G 4 G 1 Q 0 1 0 0 10 10 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES AREKEY NOTES : OR ON EVERY PROJECT. ANDENERAL SEE PLAN FOR APPLICABLE NOTEAREASHEET, B O GLUE DOWN CARPET (G.C. INSTALLED) A 2O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B O3 WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A4O RUBBER GYM FLOORING, BY LAF. B5O EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. B O6 RESILIENT FLOORING AS SCHEDULED. B7O TILE FLOORING AS SCHEDULED. B O ENTRANCE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W/ ARCH. DWGS. B 12 ALUMINUM STOREFRONT THRESHOLD, VERIFY W/ ARCH. DWGS. 13 NOT USED 14 NOT USED STAGGER PLYWOOD & INSTALL SUB -FLOOR @ 45 B 15 DEGREES TO WOOD FINISH FOLOOR OR SIOTTHAT NO SUB -FLOOR JOINTS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK/ EQUIPMENT. 18 NOT USED PROVIDE 2" CONTRASTING NOSING STRIPE AT TOP AND BOTTOM STEP AND AT B 19 ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. B20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT O AREA U.N.O.. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED 40 - 49 NOT USED B 50 DRY GROOMING COUNTER BY HOLLMAN. ARCH TO COORD. POWER AS REQUIRED. B 51 SOLID SURFACE COUNTERTOP, INTEGRAL BOWL WHERE OCCURS BY MILLWORKER, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 52 NOT USED B 53 MIRROR MOUNTED AT CENTERLINE OF SINK. WIDTH VARIES, SEE ELEVATIONS. B 54 LOCKERS BY HOLLMAN. SEE ELEVATIONS AND DETAILS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD SAUNA PANELS BY G.C. B 57 SCHLUTER COVE PROFILE AS SCHEDULED. SEE ID -5.2 AND ID -6.1. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK.. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. URINAL PARTITION WHERE OCCURS, VERIFY W/ ARCH PLANS. SUBMIT SAMPLES TO B 65 SDA FOR COLOR SELECTION. B 66 GRAB BAR. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND LOCATIONS PER LOCAL / STATE CODE AND A.D.A. REQUIREMENTS B 67 TOWEL HOOK LOCATION, ONE HOOK REQUIRED PER SHOWER. SEE DET. F1/ID-5.2 FOR MOUNTING HEIGHTS. B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 MAGNUSON GROUP WH02-A WALL RACK, MOUNT LOWEST SHELF AT 48" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED B 75 18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWD PANEL, WOMEN'S LOCKER ONLY. PLYWD PANEL G.C. INSTALLED, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 76 - 79 NOT USED FLOOR FINISH LEGEND: + TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES D4 MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. ENTRY MATI I RUBBER FLOORING r: . (BY OWNER) ` GLUE DOWN CARPET TILE EXPOSED CONCRETE �--) SEE FLOOR FINISH PLAN 1 1FOR PATTERN DIRECTION. :_::...==_.- _...... WOOD FLOORING. SEE FLOOR v CUSTOM PADDED PLAY :FINISH PLAN FOR PATTERN W ::: ------ FINISH ..........:.....:......:::::::::::::::: DIRECTION. EQUIP. FLOORING SINGLE COLOR(1X1) MOSAIC RESILIENT SHEET ' ` _' ' . FLOORING PER FINISH (. CUSTOM MOSAIC PORCELAIN SCHEDULE I TILE FLOORING. SEE ID -5.2, I I : -, VINYL TILE: 'LIGHT' COLOR. I ID -6.1 & ID -6.2 FOR PATTERN DETAILS AND PANEL LAYOUT. L--- -- I-= .i SEE FLOOR FINISH PLAN -'- FOR PATTERN DIRECTION. 12" X 24" PORCELAIN TILE } } + VINYL TILE:'DARK' COLOR. -+----- --- -j- STACK BOND PATTERN. `_ r_ _ SEE FLOOR FINISH PLAN y� ---.......... .............._ ! -.. _;....:< FOR PATTERN DIRECTION. 12" X 24" TILE BORDER 11 0 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: I Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in port, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 13SUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 t3L Q'® ARO' ! } 5 �•,'� r DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED FINISH PLANS SHEET NUMBER: ID�2mO ° A ° B C U E 7 1 ° 2 ° 3 ° 45 ° 6 ENLARGED LOCKER ROOM PLAN SCALE: 1/4" = V-0" 0 2' 4' 8' 1 ° 2 .K7 ° 7 5 0 7 0 ° 0 ° 10 11 ° 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. KEY NOTES: NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY OR ON EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTEAREASHEET, B1O GLUE DOWN CARPET (G.C. INSTALLED) A2O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B3O WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A4O RUBBER GYM FLOORING, BY LAF. B5O EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. B6O RESILIENT FLOORING AS SCHEDULED. B TILE FLOORING AS SCHEDULED. B O ENTRANCE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W/ ARCH. DWGS. B 12 ALUMINUM STOREFRONT THRESHOLD, VERIFY W/ ARCH. DWGS. 13 NOT USED 14 NOT USED STAGGER PLYWOOD 45 B 15 DEGREES TO WOOD FINISH OR FOLOOR SOT HA NO SUB -FLOOR JOI& INSTALL SUB-FLOORNS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK/ EQUIPMENT. 18 NOT USED PROVIDE 2" CONTRASTING NOSING STRIPE AT TOP AND BOTTOM STEP AND AT B 19 ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. B 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERA%IC TILE,WAINSCOT BASE B 28 SELF CbVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL, B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED 40 49 NOT USED B 50 DRY GROOMING COUNTER BY HOLLMAN. ARCH TO COORD. POWER AS REQUIRED. B 51 SOLID SURFACE COUNTERTOP, INTEGRAL BOWL WHERE OCCURS BY MILLWORKER, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 52 NOT USED B 53 MIRROR MOUNTED AT CENTERLINE OF SINK. WIDTH VARIES, SFE ELEVATIONS. B 54 LOCKERS BY HOLLMAN. SEE ELEVATIONS AND DETAILS, B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD SAUNA PANELS BY G.C. B 57 SCHLUTER COVE PROFILE AS SCHEDULED. SEE ID -5.2 AND ID -6.1. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. URINAL PARTITION WHERE OCCURS, VERIFY W/ ARCH PLANS. SUBMIT SAMPLES TO B 65 SDA FOR COLOR SELECTION. B 66 GRAB BAR. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND LOCATIONS PER LOCAL / STATE CODE AND A.D.A. REQUIREMENTS B 67 TOWEL HOOK LOCATION, ONE HOOK REQUIRED PER SHOWER. SEE DET. F1/ID-5.2 FOR MOUNTING HEIGHTS. B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 MAGNUSON GROUP WH02-A WALL RACK, MOUNT LOWEST SHELF AT 48" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED B75 18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWD PANEL, WOMEN'S LOCKER ONLY. OPLYWD PANEL G.C. INSTALLED, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 76 - 79 NOT USED FLOOR FINISH LEGEND: + TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. ENTRY MAT RUBBER FLOORING (BY OWNER) GLUE DOWN CARPET TILE EXPOSED CONCRETE E --i SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. WOOD FLOORING. SEE FLOOR CUSTOM PADDED PLAY FINISH PLAN FOR PATTERN DIRECTION. EQUIP. FLOORING SINGLE COLOR(1X1) MOSAIC _ ` RESILIENT SHEET T's_ ` FLOORING PER FINISH L CUSTOM MOSAIC PORCELAIN SCHEDULE 'I TILE FLOORING. SEE ID -5.2, wliia-ID 6.1 & ID 6.2 FOR PATTERN VINYL TILE:'LIGHT' COLOR. (_ r `- DETAILS AND PANEL LAYOUT. I { -< SEE FLOOR FINISH PLAN -I FOR PATTERN DIRECTION. 12" X 24" PORCELAIN TILE -+-+VINYL ---- — -- - STACK BOND PATTERN. f...` _ SEE FLOOR FDARK IN SH P�ANR 1 I + FOR PATTERN DIRECTION. 12" X 24" TILE BORDER 11 ° 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 01017 R� r `{ �j �, �Ci it i�A • � 'k �"��4, "f �N. w it{at 'SAS. r DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED LOCKER ROOM FINISH PLANS SHEET NUMBER: I D�2 ■ ° A 0 C ° E F 1 2 ENLARGED POOL PLAN SCALE: 1/4" = 1'-0" 0 2' 4' 8' 1 ° 2 ° 3 743 4 5 6 ° 7 ° 4 L 7 8 0 9 10 ° 11 ° 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED ERMATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES AREKEY NOTES : NERAL OR ON EVERY PROJECT. ANDESEE PLAN FOR APPLICABLE NOTED AREASHEET, B1O GLUE DOWN CARPET (G.C. INSTALLED) A O2 PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B O WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A O RUBBER GYM FLOORING, BY LAF. B5O EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. B RESILIENT FLOORING AS SCHEDULED. B O TILE FLOORING AS SCHEDULED. B8O ENTRANCE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W/ ARCH. DWGS. B 12 ALUMINUM STOREFRONT THRESHOLD, VERIFY W/ ARCH. DWGS. 13 NOT USED 14 NOT USED STAGGER PLYWOOD & INSTALL SUB -FLOOR 45 B 15 DEGREES TO WOOD FINISH FOLOOR SOTHATHAT NO SUB -FLOOR JOINS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK/ EQUIPMENT. 18 NOT USED PROVIDE 2" CONTRASTING NOSING STRIPE AT TOP AND BOTTOM STEP AND AT B 19 ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. B 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED 40 - 49 NOT USED B 50 DRY GROOMING COUNTER BY HOLLMAN. ARCH TO COORD. POWER AS REQUIRED. B 51 SOLID SURFACE COUNTERTOP, INTEGRAL BOWL WHERE OCCURS BY MILLWORKER, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 52 NOT USED B 53 MIRROR MOUNTED AT CENTERLINE OF SINK. WIDTH VARIES, SEE ELEVATIONS. B 54 LOCKERS BY HOLLMAN. SEE ELEVATIONS AND DETAILS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD SAUNA PANELS BY G.C. B 57 SCHLUTER COVE PROFILE AS SCHEDULED. SEE ID -5.2 AND ID -6.1. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. URINAL PARTITION WHERE OCCURS, VERIFY W/ ARCH PLANS. SUBMIT SAMPLES TO B 65 SDA FOR COLOR SELECTION. B66 GRAB BAR. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND LOCATIONS PER O LOCAL / STATE CODE AND A.D.A. REQUIREMENTS B 67 TOWEL HOOK LOCATION, ONE HOOK REQUIRED PER SHOWER. SEE DET. F1/ID-5.2 FOR MOUNTING HEIGHTS. B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 MAGNUSON GROUP WH02-A WALL RACK, MOUNT LOWEST SHELF AT 48" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED B 75 18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWD PANEL, WOMEN'S LOCKER ONLY. PLYWD PANEL G.C. INSTALLED, UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. 76 -IS)NOT USED POOL KEY NOTES: B 80 POOL DECK SIGNAGE PER CODE PROVIDED BY POOL CONTRACTOR. A 81 TOWEL HOOK BAR BY MILLWORK VENDOR. COORD. FINAL LOCATION AND MOUNTING W/ ARCH. B 82 POOL SAFETY SIGNAGE AND EQUIPMENT PER CODE. REFER TO ARCHITECTURAL SPECIFICATIONS AND POOL DRAWINGS FOR FINAL LOCATION AND DETAILS. B 83 COPING WHERE OCCURS PER POOL PLANS, B 84 TRENCH DRAIN. B 85 ACCESSIBLE POOL LIFT. SEE POOL DRAWINGS. FLOOR FINISH LEGEND: TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. fi r 1. ls` i'1 RUBBER FLOORING ENTRY MAT (BY OWNER) GLUE DOWN CARPET TILE EXPOSED CONCRETE SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. .................................WOOD FLOORING. SEE FLOOR v CUSTOM PADDED PLAY == FINISH PLAN FOR PATTERN :.......... ............ DIRECTION. EQUIP. FLOORING SINGLE COLOR(1X1) MOSAIC _ RESILIENT SHEET FLOORING PER FINISH }SCHEDULE CUSTOM MOSAIC PORCELAIN 1 TILE FLOORING. SEE ID 5.2, ID -6.1 & ID -6.2 FOR PATTERN ) VINYL TILE:'LIGHT' COLOR. DETAILS AND PANEL LAYOUT. t -� 1 SEE FLOOR FINISH PLAN L_ _.-...,`_;_.. FOR PATTERN DIRECTION. 12" X 24" PORCELAIN TILE VINYL TILE: 'DARK' COLOR. {-- --" -- STACK BOND PATTERN. SEE FLOOR FINISH PLAN - , FOR PATTERN DIRECTION. 12" X 24" TILE BORDER 9 10 ° 11 ° 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: L Z% � IF � -T H IE 0 0 Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scole if in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS =j URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 y. o f F- t o r1r0`�fi�,` A1alp` Fc >� r DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED POOL FINISH PLAN SHEET NUMBER: ID�2m2 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 A 0 B C D E F OPEN AREA ELEVATIONS I �Lj 1 % SCALE: 1/8"=l' -O" - .................... FREE WEIGHTS ELEVATIONS SCALE: 118" =1'-0" ...... ...._...........----._..... - LOCKER CORRIDOR ELEVATION SCALE: 1/8" =1'-0" 1 0 2 0 3 0 4 0 9 0 10 0 11 0 19 5 0 BACKING WITH ARCH. PLANS. GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED 0 4' 8' 16' B GENERAL CONTRACTOR (G.C.) SUPPLIED P MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 1 SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. S : OR ON EVERY PROJECT. ENE EPLAN FOR APPLICABLE NOTED AREASHEET, KEY NOTE 0 -8 NOT USED B 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 -S NOT USED B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. B 41 WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP AND BOTTOM PLANK. B 42 BASKETBALL BACKBOARD, BRACKET, BRACING. PAINT BRACKETS TO MATCH ADJ. WALL COLOR. B 43 BASKETBALL WALL PADS, COLOR: W06 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. B 44 PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. 45 MIRROR DIMENSIONS SHOWN ARE LAF PREFERENCE. VERIFY WITH LOCAL MANUFACTURING STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING. B 46 RACQUETBALL WALL PANEL BY VENDOR B 47 RACQUETBALL GLASS PANEL BY VENDOR 48 -8 NOT USED 6 0 7 0 R 0 A 0 1n 11 47 I BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS It URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 OF to�� L p !'SS A R Jib" + e J ,+ 4a✓.'. . .'S.r DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: 1 ID�300 1 2 o 3 4 5 6 7 o 8 o 9 10 11 0 12 GENERAL NOTES AND SYMBOLS; CL P P P A OWNER - LA FITNESS (LAF) SUPPLIED 0 _ 4' 8' 16' 3 9E 9E 9E B GENERAL CONTRACTOR (G.C.) SUPPLIED C4 @ VERIFY LOCATION OF INSTRUCTOR SPEAKERS WITH LAF 34'-4"± EQ. I I EQ. VENDOR. DWGS V,I.F. MATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND -- — — — — — — — — — — — — — -- — — — Fil SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS, 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. ART 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS +�� FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. A '� GRAPHIC 0 6'-0" IRR01# PANES G12 / \ 0 6'-0" MIRROR PANELS NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY SHEET, CENTER D ONSTRU TOR CE TERED bo 00KEY NOTES: OR ON EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. L � L J14, NOT USED -........-...- ........................ _...._..--...------..... ------ --- _ - -.............................................-------- ..........................----.................................. --........_................................. --- .-.--- -------------................ 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT ---- I 1 '� ELEVATION 'B' ELEVATION' I , , B 20 AREA U.N.O. (G.C. INSTALLED) ELEVATION A 45 40 29 VERIFY LOCATION OF TRAINERS 29 ELEVATION C 29 ELEVATION'D' 45 40 29 CABINET W/ ARCH. PLANS B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. SCALE. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 1-0 A 1 CYCLING ELEVATIONS g 23 4" BREATHING BASE AT WOOD FLOORING. 1/8 - O B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. P P 86 8B P P P P P P P P P P P P B 29 6" VINYL BASE PER SCHEDULE 15B 16 15B 1B 15B 1B 44 18B 166 18B 16B 15B 16 16'-4"± 20'-7"± g 30 4" VINYL BASE PER SCHEDULE V.I.F. V.I.F. EQ 3' 6" T-6" T-6" 3'-6" EQ B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE ART B+I+� GRAPHIC LL ART " I GRAPHIC > G13 \ ----------------- 0 o / o A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE l GAIN PANES B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 71"7, ELEVATION 'A' 30 ELEVATION 'B' 30 .0 ELEVATION �C 3U COAT HOOKS, SEE ID -4.2 ELEVATION �D� 30 NOTE: PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. TYP. AT KK -1 -- -------------------- - ----- - 39 NOT USED I i , ---- ---------------- --- --------- A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 V W V W. S DAPART N ERS H I PUSA. CO M PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE =j INTERIORS =j URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 -of-Fto ati0 �. SCH Qn ARCO 6 , 1 �4� DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: 1 1 D 3 ■ B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) ELEVATION 'A' 30 ELEVATION 'B' 30 D 1 ELEVATION �C 3U COAT HOOKS, SEE ID -4.2 ELEVATION �D� 30 NOTE: PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. TYP. AT KK 38 - 39 NOT USED KIDS KLU B ELEVATIONS ID -4.2 B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. B 1 WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP B 41 O SCALE: AND BOTTOM PLANK. B 42 BASKETBALL BACKBOARD, BRACKET, BRACING. PAINT BRACKETS TO MATCH ADJ. WALL COLOR. o B 43 BASKETBALL WALL PADS, COLOR: W06 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. B 44 PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. MIRROR DIMENSIONS SHOWN ARE LAF PREFERENCE. VERIFY WITH LOCAL MANUFACTURING VERIFY LOCATION OF P CLP 45 STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING. SPEAKERS WITH LAF C @ 17E 3 3 17E B 46 RACQUETBALL WALL PANEL BY VENDOR VENDOR. DWGS INSTRUCTOR 38' 3/4"± j� ,9 53/ V.I• B 47 RACQUETBALL GLASS PANEL BY VENDOR -- — — -- -- — — — — — --- — — -- - — — -- — 48 - 79 NOT USED ART C EQ. EQ. > GRAPHIC F776' G11 0" MIR OR PAI 4ELS o } CENT RED C NINSTRUCTOR, °O L � I _ V_ --------...`.---------... ...... ------------------._. ........_---------------- -.............-.--........................ ....... _......------.- ELEVATION 'A' VERIFY LOCATION OF 23 45 40 p TYP. BETWEEN ELEVATION IBI 23 TRAINER'S CABINET W/ 5E BASE AND ARCH. PLANS MIRROR o P P CL 17E 17E 3 D a o } 6-0" MIRR DR PANELS 00 CENTERED ELEVATION'C' 23 ELEVATION D' 23 45 40 p TYP. BETWEEN 5E BASE AND MIRROR AEROBIC ROOM ELEVATIONS P P P P P P 17A 1E 1E 44 1A 21A 1E I f 1. _..._.. ..................................... .... ......_....-................. .-- -_......................-...---.........-..--. i 3 S F __...__ _ --- --------------------------------- _.. --- --------- .----------- .-. E ALIGN PAINT TRANSITION WITH TOP OF GRAPHIC AT ADJACENT WALL. ... ....... OPEN AREA ELEVATION .... . ..... ------- --- -- --- . . .... . ....... . ..... .... . .... . ---- ------ - E1 SCALE: 1/8" F 1 2 3 4 5 6 7 8 9 10 11 12 BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 V W V W. S DAPART N ERS H I PUSA. CO M PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE =j INTERIORS =j URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 -of-Fto ati0 �. SCH Qn ARCO 6 , 1 �4� DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: 1 1 D 3 ■ A 0 B 0 C D E F 1 2 $ 4 5 NOTE: BASKETBALL WOOD MOUNTING BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR ELE NOTE: BASKETBALL WOOD MOUNTING BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR W. BASKETBALL ELEVATIONS SCALE: 1/8" =1'-0" 6 0 7 0 9 10 11 0 17 PURPOSES AND EASE OF UPKEEP GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED 0 4' 8' 16' B GENERAL CONTRACTOR (G.C.) SUPPLIED piqMATERIAL NOTE: SEE ID -6.0, ID -6,1 AND ID -6.2 FOR FINISH AND SPECIFICATION MATERIAL SPECIFICATIONS 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOTE: KEYNOTES AREKEY NOTES : NERAL DFOR MAYESEE APPLICABLE NOTED ARE SHEET, R A ON EVERY PROJECT. PLAN 1O -8 NOT USED B20 O 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B 36 FULL HEIGHT WALL TILE B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. B 41 WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP AND BOTTOM PLANK. B 42 BASKETBALL BACKBOARD, BRACKET, BRACING. PAINT BRACKETS TO MATCH ADJ. WALL COLOR. B 43 BASKETBALL WALL PADS, COLOR: W06 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS WITH LA FITNESS. B 44 PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. 45 MIRROR DIMENSIONS SHOWN ARE LAF PREFERENCE. VERIFY WITH LOCAL MANUFACTURING STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING. B 46 RACQUETBALL WALL PANEL BY VENDOR B 47 RACQUETBALL GLASS PANEL BY VENDOR 48 -8 NOT USED I BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford,, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE is INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 OF F d '.F a1 R=+ t a 7 G 9 I � e ARC € 634 I � DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: 1 ID�30 o 1 2 3 4 5 P 13 C D E F 9 F= RIGHT SIDE ELEVATION SCALE: 3/8" =1'-0" LEFT SIDE ELEVATION SCALE: 3/8" =1'-0" 19._011 13'-3" 4'-5" LED COVE LIGTHING BY MILLWORKER +36" 7 F_ 1' �I NTE 21 I LL--t2Z] �—CONCEALED LIGHTING LOCATION AT Cl) SIGNAGE LEDGE BY MILLWORKER. 2'-6- 6' jR'-4 L ........... .......... z 40 +30 E1 Cn 9 L 1 9 0 QqID-4.0.1 — C0 JJ Lu LU 9 +34- !2 z (n 0 Z 8- nZ-8- L) 48: _.—.. L 4 /D 1 +361M"2@ __ C14 q,____- .0-1) �000 I 0 L. . ... .... ... ... +Ou": ------- --------------------- ----* ---------------- r.. ... .... .... ... 12'-51 /4" 116-4- 3'-0" CV 19'-6" LCONCEALED LIGHTING LOCATION TO WRAP AT CORNER OF DESK �F9 Al RECEPTION DESK PLAN SCALE: 1/4" =1'-0" UPPER SURFACE ---------- . . . . . ...... ................ it j IL=j MIN. 36" CLEAR H.C. ACCESS .. ............ ................ z 0 MONITOR POLE PROVIDED U) z WS -C BY LAF - 7 3/4" FROM i OF co 9 C? GROMMET, TYP. MOUNT TO WALL UJI Lu - - - - - - - - - - _j z =1 LIGHTING OVERRIDE SWITCHES, U 011 RE: EMS AND ELECTRICAL I DRAWINGS < WS - THERMOSTAT B V WS -A T. . . . ee I El jpq 000 I L —I— —I— Lj LL ------------ ---- — ... ... ... ... ... ... GROMMET, TYP. I AL I CABINET FABRICATION NOTES: INTENDED USE: CB -A 4" DEEP TOP PULL DRAWER ADJUSTABLE INTERMEDIATE GUEST CHECK IN LOG, PHONE MESSAGE NOTES, CALENDARS, PHONES FINISH & COLOR SHELF KEY LOCK FOR EACH DOOR BOOKS, BINDERS AND OPERATION MANUALS. CB -B 4" DEEP TOP PULL DRAWER PENCILS, PENS, BUSINESS CARDS AND PLASTIC LAMINATE TWO 6"X12" LOUVERS ON EACH SIDE WORKSTATIONS A & 8 PC UNIT. CB -C 4" DEEP TOP PULL DRAWER TOOLS, TV REMOTES. KEYS, MEDICINE CABINET AND LOST BRUSHED ALUMINUM ADJUSTABLE INTERMEDIATE SHELF &FOUND CB -D INTERMEDIATE SHELF WITH 1 LIP ACROSS FREE WEIGHTS PLASTIC LAMINATE FRONT MILANO CB -E INTERMEDIATE SHELF WITH 1 LIP ACROSS VOLLEYBALLS AND BASKETBALLS QUARRIED STAR (CUSTOM W/O/ FLECK) FRONT RESIN ACCENT PANEL CB -F ADJUSTABLE INTERMEDIATE SHELF LA FITNESS MEMBERSHIP ID BLANKS GLASS ACCENT PANEL KEY LOCK FOR EACH DOOR OTHER ITEMS REQUIRING TO BE LOCKED CB -G VERTICAL MID DIVIDER PAPER & PRINTER SUPPLIES, OFFICE SUPPLIES, SHIPPING EQ. SUPPLIES, AND BUSINESS CARDS CB -H ADJUSTABLE INTERMEDIATE SHELF CLEANING SUPPLIES, BASKETBALL NETS, PUMP, BOLT CUTTERS LP -5 AND WORKSTATION "C" PC UNIT RECEPTION DESK FINISH LEGEND FINISH # MATERIAL MANUFACTURER & NUMBER FINISH & COLOR LP -5 PLASTIC LAMINATE WILSONART # 798OK-18 ZEBRAWOOD, LINEARITY LP -7 PLASTIC LAMINATE WILSONART # D91-60 SLATE GREY, MATTE LP -8 PLASTIC LAMINATE CHEMETAL #902 BRUSHED ALUMINUM LP -9 PLASTIC LAMINATE CHEMETAL #916 BRUSHED PEWTER ALUMINUM LP -10 PLASTIC LAMINATE FUNDER #842 MILANO SS -4 SOLID SURFACE MATERIAL SAMSUNG STARON # QS287 QUARRIED STAR (CUSTOM W/O/ FLECK) AP -1 RESIN ACCENT PANEL 3 -FORM, 1," CHROMA MARIGOLD AP -2 GLASS ACCENT PANEL BENDHEIM WSDP - 707 NOTES: 1. DESK ENTRY TO FACE SALES AREA 2. ALL CONCEALED CABINET INTERIORS TO BE BLACK 3. ALL EXPOSED CABINET/SHELF INTERIORS TO BE BLACK 4. ALL GROMMETS TO BE BLACK 2" DIAMETER 5. SS -4 SELECTION TO BE CONSISTENT THROUGHOUT PROJECT 6. PROVIDE'MATTE'FINISH PER SPEC SECTION 06621.2.3 B I I LED LIGHTING LEGEND FIXTURE TYPE MANUFACTURER PART NUMBER DESCRIPTION WHERE TOP IS VISIBLE. 8" TRESCO L-LED-FLXTPE-WRHO-1 / L-DC-ELT60-CON / L-LED-TPEPKT-2M AT MILLWORK OVERHANGS AND RECESSES LED 2 in TRESCO L-LED-FLXTPE-CRHO-1 / L-DC-ELT60-CON / L-LED-TPEPKT-2M AT BASE OF ACRYLIC PANELS L ;-;4 TRESCO L-LED-AGLPR-1 01 6WAL-1 / L-DC-ELT60-CON ART GRAPHIC WALL WASHERS GENERAL COORDINATION NOTES: 1. ARCHITECT TO RECEIVE, APPROVE & COORDINATE SHOP DRAWINGS FOR FABRICATION & POWER REQUIREMENTS. NO CONDUITS ARE TO BE VISIBLE IN PLAIN SIGHT. 2. RECEPTION DESK TO BE FED FROM (2) STUB -UP LOCATIONS. ALL EXPOSED CONDUITS TO BE MOUNTED AS CLOSE AS POSSIBLE TO UNDERSIDE OF WORK SURFACE. ALL J -BOXES TO BE LOCATED WITHIN CABINETS. 3. OPENING FOR LIGHTING CONTROL BOX TO BE FIELD CUT -IN. COORDINATE SIZE w/ EMS CONTRACTOR & ARCHITECT PRIOR TO CUTTING & INSTALLING. FINAL INSTALLATION TO BE FULLY RECESSED. 4. RECEPTION DESK MAY BE MIRRORED. SEE ID -1.0 (SINGLE LEVEL CLUBS) OR ID -1.0.1 (MULTI LEVEL CLUBS), AND ARCHITECTURAL DRAWINGS. MILLWORK FABRICATOR SHALL SUBMIT SHOP DRAWINGS WITH DESK SHOWN IN PROJECT SPECIFIC ORIENTATION. LP -10 FINISH TOP SURFACE AT CLUBS WHERE TOP IS VISIBLE. T-9" 8" 4'-5" 18" rJ _T ME N SCALE- 3/8" =1'-0" 13'-3" CLEAR ANODIZED ALUM. B8 FRAME BY MILLWORKER ID40.2) L [A\ LILLE W L 9 LP -10 FINISH TOP SURFACE AT CLUBS LP -7 WHERE TOP IS VISIBLE. 8" 4'-5" ART in 00 GRAPHIC L ;-;4 F LP -10 --EMERGENCY PHONE: ELECTRICIAN TO INSTALL A "--LED COVE LIGHTING SS-4PERMANENT WIRE MANAGEMENT V" GC TO PRIME SURFACE 9 BY MILLWORKER HORIZ. SINGLE GANG ELECTRICAL BOX WITH FLUSH MOUNT FACE PLATE AND A CONDUIT FROM RECEPTION DESK PLAN 00 TYF EASED EDGEJ, TRAYY TYP. . EACH SIDE THE SINGLE GANG JUNCTION BOX TO THE JUNCTION 0 SCALE: 1/4" V-0" WORK SURFACE EQ. EQ. BOX BELOW THE DESK. LP -5 -j 6 0 C) z z z z9 E9LUo LU LIGHTING LED 1 LOCATION LOC ID -4.0.2 SALES SIDE ELEVATION O Eq 1 IDfo �1 SCALE: 3/8" 1'-0" 1 LP -5 OUTLETS OUTLETS INSIDE CABINET,LAB 4" BASE AT ALL PLAM SURFACES LP -5 POWER & DATA STUB -IN 1 ON GRADE SEE ELEC. DWGS. LP 7 CPU MOUNTED INSIDE OF rPr).(Z.(Z (ZPrT10K1 CABINET, TYP. SCALE- 3/8" =1'-0" 13'-3" CLEAR ANODIZED ALUM. B8 FRAME BY MILLWORKER ID40.2) L [A\ LILLE W L 9 LP -10 t " FINISH TOP SURFACE AT CLUBS 5-9" WHERE TOP IS VISIBLE. 8" 4'-5" ART PAINT BY MILLWORKER. 00 GRAPHIC L ;-;4 P - 477 C:) "--LED COVE LIGHTING GC TO PRIME SURFACE 9 BY MILLWORKER RECEIVING ART. ANY JOINTS IN t " MDF SEALED WITH SOLVENT BASED WHITE LACQUER ART PAINT BY MILLWORKER. GRAPHIC L ;-;4 P - 477 C:) GC TO PRIME SURFACE 9 C:) RECEIVING ART. ANY JOINTS IN MDF TO BE FILLED, TAPED AND FLOATED TO LEVEL 5 FINISH. LP -10 LP -7 SCALE: 3/8" =1'-0" 1 o 2 3 o 4 POWER & DA1 FROM SLAB ( 13'-3" CLEAR ANODIZED ALUM FRAME BY MILLWORKER (713 5 �D I � C) to CD OUTLETS INSIDE CABINET, SEE ELEC. DWGS. WIRE MANAGEMENT TRAY C? in 12" 22" C? F -I z ELELIGHTIN z _=D-1 LOCATION uj r SS -4 LP -7 LP -5 F-Lp-7 EASED EDGE 4" BASE AT ALL PLAM SURFACES llvlxl�. SINGLE GANG ELECTRICAL BOX WITH FLUSH MOUNT FACE PLATE AND A CENTERED INSIDE CONDUIT FROM THE SINGLE GANG JUNCTION BOX TO THE JUNCTION BOX CABINETS, TYP. BELOW THE DESK. RECEPTION DESK PLAN SCALE: 1/4" =1-0' PLAN SECTION (FqCROSS SECTION --� CUT BELOW WORK SURFACE SCALE: 3/8" =1'-0" 5 o 6 o 7 o 8 o 9 0 10 o I BRANDING I STRATEGY I DESIGN I 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PEFtMW 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE 1111 INTERIORS 1111 URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SAGO17 m.4 d� V DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY. - PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: RECEPTION DESK MILLWORK DETAILS SHEET NUMBER: ID�40001 ° 1 2 ° 3 ° 4 ° R F 8 C D 0 v E F 0 v ELMBIWANWA IWAI 111110FIFINI 11 RECEPTIO SCALE: 1" =1'-0" v n,, RECEPTIO SCALE: 1" =1'-0" LOGO - 2" THICK FOAM W/ LAMINATE FACE. PAINT SIDES AND BACK TO MATCH LAMINATE. ADHESIVE MOUNTED ON GLASS PANEL. LP -9 LETTERS - 2" THICK FOAM W/ LAMINATE FACE. PAINT SIDES AND BACK TO MATCH LAMINATE. AT LEDGE LP -8 CLEAR ANODIZED ALUM. FRAME �111=1110M GRAPHIC SURROUND BEYOND CLEAR ANODIZED ALUM. FRAME APPLY LAYER OF PLAM AT BACKSIDE OF GLASS TO HIDE ADHESIVE AT MOUNTED LOGO CONCEALED LED LIGHT BY MILLWORKER LED -1 LEDGE SUPPORT THROUGH PRE -DRILLED HOLES IN GLASS. LP -8 AT LEDGE B3 SIGNAGE/LOGO - SECTION ID -4.0.2 SCALE: 112" =1'-0" @ RECEPTION BACKWALL LINEARITY FINISH PLASTIC SOLID SURFACE LAMINATE (LP 5) COUNTER TOP W/ BUILT-UP EASED EDGE LINEARITY FINISH PLASTIC (SS -4), TYP. LAMINATE (LP -5) SOLID SURFACE COUNTER TOP W/ BUILT-UP BULLNOSE EDGE (SS4) BLACK PLASTIC 2" DIA. GROMMET 1/4" TOP PLATE FOR MOUNTING POST TO BOTTOM SOLID SURFACE COUNTER TOP WI OF TRANSACTION LEDGE BUILT-UP BULLNOSE EDGE (SS4) 1" POWDER COAT POST, FINISH: BRUSHED SILVER METALLIC, W/ J -BOXES wl CONDUIT FOR POWER & CONT. SEGMENTED TOP PLATE DATA BOTTOM OF POST CAPTURED IN WALL 4" TAB PULL, FINISH: BRUSHED LINEARITY FINISH PLASTIC STAINLESS STEEL LAMINATE (LP -5) N MATTE FINISH PLASTIC LAMINATE FACE (LP -5) LINEARITY FINISH PLASTIC CONCEALED LED LIGHT LAMINATE FACE (LP -5) LED 1 BY MILLWORKER 4" PLASTIC LAMINATE BASE (LP -7) 4" C B -G C4 ID -4.0.2 @ PRINTER F1 RECEPTION SECTION C13 B -B ID 4.0.2 SCALE: 1" =1'-0" 1 ° 2 onI In oI Inrnnr rnI ulTrn Tnn leu MONITOR POLE DETAIL SCALE: 11/2" =1'-0" RECEPTIO SCALE: 1" = 1'-0" AT L AT l O ° y lu ° 11 ° 12 69 CLEAR ANODIZED ALUM. FRAME BY MILLWORKER YEI CLEAR ANODIZED ALUM. FRAME BY MILLWORKER r i\L-V1\ILLL1-F I IVLLJ III ULnJJ AT POINTS OF CONNECTION LIMT DU I I SEAMS JVI1141 MI ULMJJ BUILT-UP EASED EDGE (SS -4) BUILT-UP EASED EDGE (SS4) UKY bU I I JUINI AI GLA55 J `—PRE -DRILLED HOLES LED -1 LIGHTING LOCATION AT SEAMS IN GLASS AT POINTS LEDGE / SIGNAGE BY MILLWORKER 1" POWDER COAT POST, FINISH: BRUSHED SOLID SURFACE COUNTER TOP WI SOLID SURFACE COUNTER TOP W/ PLATE rC 4SILVER METALLIC, W/ CONT. SEGMENTED TOP BUILT-UP EASED EDGE (SS -4) BUILT-UP EASED EDGE (SS -4) 19" FLAT SCREEN LCD MONITOR WITH k OF CONNECTION B5 SIGNAGE/LOGO - REAR METAL MONITOR POLE PROVIDED BY LA ID -4.0.2 19" FLAT SCREEN LCD MONITOR WITH METAL MONITOR POLE PROVIDED BY /Z 1" POWDER COAT POST, FINISH: BRUSHED 1" POWDER COAT POST, FINISH: FITNESS AND INSTALLED BY GC (BEYOND) SIGNAGE/LOGO - FRONT SILVER METALLIC, W/ CONT. SEGMENTED TOP BRUSHED SILVER METALLIC, W/ ELECTRICIAN TO INSTALL A PERMANENT A/\ PLATE CONT. SEGMENTED TOP PLATE B8 ID -4.0.2 SCALE: 1/2" =1'-0" @ RECEPTION BACKWALLID 4.0.2 SCALE: 112" =1'-0" @ RECEPTION BACKWALL _ 19" FLAT SCREEN LCD MONITOR WITH METAL MONITOR POLE PROVIDED SOLID SURFACE BY LA FITNESS AND COUNTER TOP w/ INSTALLED BY GC BUILT-UP EASED EDGE (SS -4) - POLE MOUNT TO BE LINEARITY FINIS ATTACHED WITH (4) 2" #12 PLASTIC WOOD SCREWS ABOVE LAMINATE (LP -5) AND CENTER THRU BOLT WITH WASHER AND NUT BELOW 2x4 BLOCKING BEYOND uj uj co _ SOLID SURFACE 0 N COUNTER TOP W/ BUILT-UP EASED EDGE (SS -4) 4, Y '� o� oo U') "' LED COVE LIGHTING BY LED -3 MILLWORKER _ 2 0 CABLE ACCESS' POWER OUTLET ❑ ❑ ❑ ❑ I HOLE WGROMMET CAP 0 0 0 _ 4"x4" BLOCK OUT FOR WIRE MANAGEMENT DATA OUTLET _ JUNCTION BOX FOR MDF SEALED WITH SOLVENT POWER & DATA TO BE BASED WHITE LACQUER CONCEALED FROM PLAIN I� PAINT BY MILLWORKER. VIEW, MOUNT AS HIGH COORDINATE I AS POSSIBLE AND RAnI P-47 ELEVATION DETAIL SCALE: 3" =11-0" RECEPTION SECTION SCALE: V=V -0" @ OM WORKSTATION SOLID SURFACE COUNTER TOP WI SOLID SURFACE COUNTER TOP W/ BUILT-UP EASED EDGE (SS -4) BUILT-UP EASED EDGE (SS4) V POWDER COAT POST, FINISH: BRUSHED SILVER METALLIC, W/ CONT. SEGMENTED TOP 1" POWDER COAT POST, FINISH: BRUSHED SOLID SURFACE COUNTER TOP WI SOLID SURFACE COUNTER TOP W/ PLATE rC 4SILVER METALLIC, W/ CONT. SEGMENTED TOP BUILT-UP EASED EDGE (SS -4) BUILT-UP EASED EDGE (SS -4) 19" FLAT SCREEN LCD MONITOR WITH k PLATE METAL MONITOR POLE PROVIDED BY LA ID -4.0.2 19" FLAT SCREEN LCD MONITOR WITH METAL MONITOR POLE PROVIDED BY /Z 1" POWDER COAT POST, FINISH: BRUSHED 1" POWDER COAT POST, FINISH: FITNESS AND INSTALLED BY GC (BEYOND) LA FITNESS AND INSTALLED BY GC SILVER METALLIC, W/ CONT. SEGMENTED TOP BRUSHED SILVER METALLIC, W/ ELECTRICIAN TO INSTALL A PERMANENT A/\ PLATE CONT. SEGMENTED TOP PLATE F4 RECEPTION SECTION ID -4.0.2 SCALE: 1" =1'-0" @ FRONT COUNTER ° 3 ° 4 ° F6 RECEPTION SECTION CB -C Fg RECEPTION SECTION CB -A, CB -F ID -4.0.2 SCALE: 1" =1'-0" ID 4.1.2 SCALE: 1" =1'-0" @ACCESSIBLE COUNTER 5 ° 6 o 7 ° 8 0 9 ° 1n � RECEPTION SECTION @ CB -H ID -4.0.2 SCALE: V=1-4' LINEARITY FINISH PLASTIC LAMINATE (LP -5) SOLID SURFACE COUNTER TOP W/ BUILT-UP EASED EDGE (SS -4) LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) 4" TAB PULL, FINISH: BRUSHED STAINLESS STEEL 4"x4" BLOCK OUT FOR WIRE MANAGEMENT J -BOXES wl CONDUIT FOR POWER & DATA LINEARITY FINISH PLASTIC LAMINATE CABINET DOORS (LP -5) LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) 4" PLASTIC LAMINATE BASE (LP -7) @ OM WORKSTATION I BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION .09-01-17 ISSUE FOR PERMIT 1 '09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 $' 0 X 140.. 4 DATE.- 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: RECEPTION DESK MILLWORK SHEET NUMBER: A B C D E F 1 ° 2 ° 3 ° 4 ° 5 2" 0 CABLE ACCESS HOLE W' n_oMIRACT PAD 11/4" 2'-4" 11/4" 'A'- PLAN I DI PERSONAL TRAINING KIOSK MILLWORK SCALE: 3/4" =1'-0" 0 1/2' 1 2' 11/4" 2'-4" 1 1/4" 'B'- FRONT ELEVATION E 6 ° 7 ° R ° a ° 2 -4- 'C'- ' -0"'C'- SIDE ELEVATION M 2'-61 /2" 'D'- REAR ELEVATION 7 -0- 'E'- ' -0"'E'- SIDE ELEVATION SS -4 3"K MESH LOUVER 4" S.S. WIRE ACH SIDE) PULLS, TYP. WHITE MELAMINE INTERIOR LP -5 1-4- 4' IF'- FRONT ELEVATION 1" THICK COUNTER W/ BULLNOSE EDGE 2" 0 CABLE ACCESS HOLE W/ GROMMET CAP 4" BLOCK OUT FOR WIRE MANAGEMENT BEYOND J -BOXES W/ CONDUIT FOR POWER, DATA AND TELEPHONE WIRE POCKET 4"X10" BLACK MESH LOUVER (ONE ON EACH SIDE) LP BASE L -METAL W/ SCREW TO FLOOR (IF NECESSARY) PT KIOSK FINISH LEGEND SEE ID -4.0.1 FOR LED SPECS FINISH # MATERIAL MANUFACTURER & NUMBER FINISH & COLOR LP -5 PLASTIC LAMINATE WILSONART # 7980K-18 ZEBRAWOOD, LINEARITY LP -7 PLASTIC LAMINATE WILSONART # D91-60 SLATE GREY, MATTE SS -4 SOLID SURFACE MATERIAL SAMSUNG STARON # QS287 QUARRIED STAR (CUSTOM W/01 FLECK) NOTES: 1. REFER TO ID -1.0.1 FOR DESK PLACEMENT. DO NOT MIRROR STAND UP DESK DETAILS. 2. ALL CONCEALED CABINET INTERIORS TO BE BLACK 3. ALL EXPOSED CABINET/SHELF INTERIORS TO BE BLACK 4. ALL GROMMETS TO BE BLACK 13/4" DIAMETER 5. SS -4 SELECTION TO BE CONSISTENT THROUGHOUT PROJECT 6. PROVIDE'MATTE' FINISH PER SPEC SECTION 06621.2.3 B o 2 ° 3 ° 4 ° 5 6 ° 7 ° 8 ° 9 ° 10 I BRANDING I STRATEGY I DESIGN 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: L /q IF UH [E g g Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 it�"'yq i54t r DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: TRAINERS KIOSK MILLWORK SHEET NUMBER: 1 4 ID�40 0 1 0 2 0 A 0 B 0 C 0 D E F 3 0 4 0 5 0 R 7 o " o V 0 1U 0 11 0 12 1UJI 1 1 0 2 0 3 4 0 5 0 6 0 7 0 8 0 9 0 10 11 0 19 ' ROOM FINISH SCHEDULE NOTE: ROOM FINISHES ARE PER PLAN NORTH, SEE ID -1.0 /1.0.1 FLOOR BASE WALL MATERIAL PAINT FINISH WAINSCOT CEILING REMARKS f� m � Q J Q J Q J Q J Q J Q J (/� z Q Q � a a�<� a � Q a Z O � Q Z ¢ Z � Q � W � Q � W � Q O WW Q Q � LL � LL Z W (n � Z W (n � Z W (A > 2 LL 101 RECEPTION 2 16/17 - 31/40 - 70 64 72 PLASTIC LAMINATE @ RECEPTION DESK 102 SALES AREA 10 16/22 31 31/40 31 - - - - 70 51 51 51 - 54 72 PLASTIC LAMINATE @MILLWORK WALLS 103 SOCIAL 10 16/17/22 31 70 51 - - 64 72 PLASTIC LAMINATE @MILLWORK WALLS 104 NOT USED 105 KIDS KLUB 6/13 25 31 31 31/40 31 69 69 69 69 54 72 CARPET BY VENDOR, VERIFY EXTENT OF CARPET 106 UNISEX RESTROOM 6 21 31 31 31 31 68 68 68 68 50 50 50 50 55 68 FRP PANELS 48" HIGH AT ALL WALLS 107 PERSONAL TRAINING 11 30 - - - 62 71 108 CORRIDOR 9 22 31 31 - 70 - 70 - - - - - 54 72 109 STORAGE 5 22 31 31 31 31 70 70 70 70 - 55 71 110 VESTIBULE 8 29 31 31 31 31 70 70 70 70 55 71 111 MEN'S LOCKER ROOM 8 29 31 31 31 31 70 70 70 70 47/48 - 54/55 72 112 NOT USED 193 CIRCULATION 8 20 31/45 31/45 31/45 31/45 68 68 68 68 - - - 55 68 113A SAUNA 5/12 31/38 31/38 31/38 31/38 - - - - 55 60/72 SAUNA INTERIOR PROVIDED BY VENDOR 114 MEN'S TOILET ROOM 8 17/19 31/41/45 31/41/45 31/41/45 31/41/45 - 68 48 55 68 115 MEN'S SHOWER ROOM 8 19 34/41 34/41 34/41 34/41 - - - - - 56/63 - 115A STORAGE 5 22 31 31 31 31 68 68 68 68 - - 55 68 116 VESTIBULE 8 20 31/45 31/45 31/45 31/45 68 68 68 68 - - - 55 68 117 NOT USED 118 POOL AND SPA 8 20 31/45 31/45 31/40/45 31/40/45 68 68 68 68 - - - 55/64 68/72 119 POOL EQUIP. 5 22 31 31 31 31 68 68 68 68 - - 62 68 120 WATER HEATER 5 22 31 31 31 31 68 68 68 68 - - - - 62 68 121 STORAGE 5 22 31 31 31 31 68 68 68 68 - - - - 62 68 122 RINSE SHOWER 8 19 34/41 34/41 - 34/41 - - - - - - 56/63 ' 123 STORAGE 5 22 31 31 31 31 68 68 68 68 - - - 55 68 124 VESTIBULE 8 29 31 31 31 31 ,I' lik SCOTT ft r '" 70 70 70 - - - 55 71 125 WOMEN'S LOCKER ROOM 8 29 31 31 31 31 70 70 70 70 - 47/48 54/55 72 126 NOT USED 127 CIRCULATION 8 20 31/45 31/45 31/45 31/45 68 68 68 68 - - 55 68 127A SAUNA 5/12 - 31/38 31/38 31/38 31/38 - - - - - 55 60/72 SAUNA INTERIOR PROVIDED BY VENDOR 1278 STORAGE 5 22 31 31 31 31 68 68 68 68 - - - 55 68 128 WOMEN'S TOILET ROOM 8 17/19 31/41/45 31/41/45 31/41/45 31/41/45 68 - - - 48 - 55 68 129 WOMEN'S SHOWER ROOM 8 19 34/41 34/41 34/41 34/41 - - - - - - - - 56/63 - 130 VESTIBULE 8 20 31/45 31/45 31/45 31/45 68 68 68 68 - - 55 68 131 UNISEX RESTROOM 8 19 34/41/45 41!45 34/41/45 34/41/45 - 55/56/63 68 132 AV 5 22 31 31 31 31 70 70 70 70 - - - - 55 71 133 ELECTRICAL 5 22 31 31 31 31 70 70 70 70 - - - - 62 71 134 JANITOR 5 22 31 31 31 31 68 68 68 68 50 50 62 68 135 FIRE RISER 5 22 31 31 31 31 70 70 70 70 - - 62 71 136 NOT USED 137. AEROBICS 1 23 31 31 31/40 31 70 70 70 70 48 - 48 54/57 72 138 FREE WEIGHTS 11 26 31 31/40 31 70 - 70 70 48/51 - 48/51 48/51 62 71 139 CIRCUIT 9 22 - 31 31/40 - 70 70 - 51 51 - 62 71 140 CARDIO 9 22 31/40 31 - 31/40 70 70 - 70 51 51 - 51 62 71 141 NOT USED 142 CYCLING 9 22 31 31 31/40 31 70 70 70 70 48 48 54/57 72 143 BASKETBALL 1 23 31 31!40 31 31 70 70 70 70 62 71 PAINT LEGEND NOTE: MATERIALS LISTED ARE FOR FINISH REFERENCE ONLY. VERIFY ALL MATERIAL CLASS NOTES ROOM FINISH SUBSTRATES WITH ARCHITECTURAL DRAWINGS INSTALLED BY REMARKS C-1 ` FLOOR FINISHES WALL FINISHES CEILING FINISHES CODE COMPLIANCE: INTERIOR FINISH FLAME SPREAD AND SMOKE -DEVELOPED G.C. G.C. GLUE -DOWN. MONOLITHIC INSTALLATION, DIRECTION PER PLAN CRI GREEN LABEL PLUS #GLP9968 CB -1 CARPET BASE CLASS I SHAW INDEX OF MAJOR INTERIOR WALL, CEILING AND FLOOR FINISH MATERIAL SHALL BE IN COMPLIANCE WITH TABLE 803.9 AND 1. WOOD FLOOR SYSTEM 31. GYPSUM BOARD (MOISTURE RESISTANT WHERE OCCURS PER ARCH. DWGS.) 54. 2'X4' ACOUSTICAL CEILING PANELS 2. TILE PER SCHEDULE 32. NOT USED 55. GYPSUM BOARD (MOISTURE RESISTANT WHERE OCCURS PER ARCH. DWGS.) CLASS I SECTION 804 OF 2012 IBC. 3. ALUMINUM ENTRY MAT W/ CARPET INSERT 33. UNFINISHED (EXPOSED STRUCTURE) 56. LATH AND PLASTER 1. ALL WALLS ARE TO BE FINISHED PER THE PROJECT 4. NOT USED 34. LATH AND PLASTER 57. SUSPENDED WOOD PLANK SYSTEM BY MILLWORKER G.C. SPECIFICATION MANUAL. 5. CONCRETE (SMOOTH). FINISH AS INDICATED ON PLAN. 35. CONCRETE BLOCK 58. 2'X4' MOISTURE RESISTANTM/ASHABLE 2. ALL INTERIOR METAL DOORS, FRAMES, AND ACCESS 6. SHEET RESILIENT FLOORING WITH HEAT WELDED SEAMS 36. GLASS BLOCK CLASS A ACOUSTICAL CEILING PANEL 'CLEAN ROOM VL870' PANELS SHALL BE PAINTED THE COLOR OF THE 7. NOT USED 37. NOT USED 59. STAINLESS STEEL CLASS A ADJACENT SURFACE, UNLESS NOTED OR DETAILED 8. PORCELAIN TILE 38. SAUNA CEDAR WALLS 60. SAUNA WOOD WALLS CL -1 OTHERWISE. 9. 18 x 18 VINYL TILE 39. RACQUETBALL TEMPERED GLASS SYSTEM 61. RACQUETBALL CEILING PANELS G.C. AT RECEPTION CEILING 10. GLUE DOWN CARPET 40. ALUMINUM STOREFRONT AND GLASS SYSTEM 62. EXPOSED STRUCTURE 3. ALL WOOD DOORS SHALL BE SELECT WHITE BIRCH 11. 3/8" RUBBER FLOORING - BY OWNER 41. PORCELAIN TILE 63. CERAMIC TILE LP -5 (ZEBRAWOOD) WITH A STAIN TO MATCH LIGHT STRIPE IN LP -5, OR VT 12. RUBBER MAT - DRI DEK 42. NOT USED 64. MANUFACTURED WOOD PANEL SYSTEM INDUSTRIES WHEAT WH07. CONTRACTOR TO PROVIDE 13. CUSTOM CARPET OVER FOAM - BY VENDOR 43. RACQUETBALL PANELS 65. - 66. NOT USED LP -2 SAMPLE. 14. - 15. NOT USED 44. PLASTIC LAMINATE 4915-60 VENDOR 4. INTERIOR STOREFRONT TO BE LP -3 TO LP -4 NOT USED 45. TILE BACKER BOARD (VERIFY LOCATIONS WITH ARCH. DRWGS.) ANODIZED ALUMINUM. FINISH: 'CLEAR'. 46. NOT USED .CLASS B WILSONART 5. ALL MIRROR EDGES SHALL BE GROUND/POLISHED. BASE FINISHES WAINSCOT FINISHES PAINT FINISHES VENDOR VENDOR GENERAL MILLWORK, MODESTY @SINKS &GROOMING, ACCENT BANDS AND TRUSS FINISH AT RECEPTION LP -6 NOT USED 6. ALL CABINETS INTERIORS TO BE WHITE MELAMINE, U.N.O. 16. PLASTIC LAMINATE BASE AT MILLWORK 47. PORECELAIN TILE (HEIGHT AS SHOWN ON PLAN) 67. GLOSS 17. 6" HIGH TILE BASE PER SCHEDULE 48. MIRROR 68. EPDXY (SEMI -GLOSS) PAINT SHEENS: 7. PAINT ALL HVAC GRILLES TO MATCH THE COLOR 18. NOT USED 49. NOT USED 69. SEMI -GLOSS A - FLAT LP -8 OF ADJACENT WALLS OR SOFFIT. 19. PORCELAIN TILE WITH COVE TRIM PROFILE AS SCHEDULED 50. WHITE FIBERGLASS REINFORCED PANELS 70. EGGSHELL B -SEMIGLOSS VENDOR LEDGE /LOGO FINISH AT RECEPTION BACKWALL 20. 17" HIGH WAINSCOT TILE BASE 51. WOOD DATUM BAND (MOUNTED AT UPPER WALL) BY MILLWORKER 71. FLAT C -GLOSS 8• FOR INFORMATION ON BOBRICK TOWEL HOOKS AT 21. 6" HIGH RESILIENT FLOORING WITH WELDED SEAMS AND 52. - 53. NOT USED 72. MANUFACTURERS STANDARD FINISH D -EPDXY (SEMI -GLOSS) MILANO THE SHOWERS AND POOL SEE THE SPECIFICATION 842 INTEGRAL COVE BASE (3/8" RADIUS) VENDOR ACCENT � GENERAL MILLWORK 73.-77. NOT USED E -EGGSHELL MANUAL UNDER ACCESSORY SCHEDULE 22. 6" HIGH VINYL COVE BASE 4830K-18 VENDOR PAINT SHEENS AREAS FOLLOWS. 9. VERIFY ALL ELECTRICAL AND DATA LOCATIONS 23. 4" HIGH BLACK VENTED COVE BASE WILSONART SLATE GREY LINEARITY p91-18 VENDOR WITH LAF I.T. PRIOR TO INSTALLING 24. 6" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE PAINT 1. ALL WALLS AND LOW SOFFITS TO BE EGGSHELL FINISH, U.N.O. LRV-88 PPG1001-1 25. 4" HIGH VINYL BASE GENERAL, CEILING AND HIGH SOFFIT PAINT P-2 2. ALL CEILINGS AND HIGH SOFFITS TO BE FLAT FINISH, U.N.O. 10. SOLID SURFACE INTEGRAL COLOR BOWLS ARE 26. 30" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE 3. WALLS AND CEILINGS IN WET AREAS TO BE EPDXY ENAMEL PAINT FABRICATED BY RANDAL RETAIL. PLEASE 27. 6" HIGH EPDXY WITH INTEGRAL COVE BASE (3/8" RADIUS) LRV - 60 PPG14-10 G.C. WITH SEMI -GLOSS FINISH. GENERAL CONTACT MIKE KUNERT AT (630) 761-0400 FOR LEAD NOT USED AND METAL CAP. 4. ALL RAILINGS, KID'S KLUB SURFACES TO BE SEMI -GLOSS. TIME AND PRICING. 28. NOT USED PAINT PPG ZOMBIE 11. ALL MILLWORK AND BACKSPLASH TO WALLS JOINTS 29. 5" HIGH TILE BASE HANDRAILS AND GUARDRAILS U.N.O., BETWEEN MIRROR AND BASE IN AEROBICS. P-6 UNLESS OTHERWISE NOTED ALL ROOMS ARE TO BE PAINTED. ARE REQUIRED TO HAVE CAULKING. FINISH TO BE 30. 18" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE PPG14-32 G.C. G.C. GENERAL P-7 CLEAR OR TO MATCH ADJACENT SURFACE. PPG CANARY YELLOW LRV-69 PPG1215-4 G.C. G.C. ACCENT WALL AND LOW SOFFIT COLOR P-8 PAINT PPG FERN GLOW LRV - 52 PPG17-27 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-9 PAINT PPG PHOENIX FOSSIL LRV-28 PPG1009-5 G.C. G.C. GENERAL P-10 PAINT PPG WILLOW HERB LRV - 36 PPG17-26 G.C. G.C. ACCENT COLOR P-11 PAINT PPG RISE -N -SHINE LRV - 60 PPG1206-7 G.C. G.C. LA FITNESS LOGO @ BASKETBALL COURT: FOR COLOR REFERENCE ONLY. SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-12 PAINT PPG EGYPTIAN VIOLET LRV - 7 PPG1168-7 G.C. G.C. P-13 NOT USED yj r rg P-14 PAINT PPG GUNMETAL GREY LRV-14 PPG1033-6 G.C. G.G. ACCENT COLOR AT ENTRY SURROUNDS P-15 PAINT PPG SOL DE YUCATAN LRV - 58 PPG17-18 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-16 PAINT PPG COPPER PENNY LRV - 27 PPG17-24 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-17 PAINT PPG GREYHOUND LRV - 41 PPG1008-3 G.C. G.C. ACCENT COLOR AT BASKETBALL, VANITY SURROUND P-18 PAINT PPG CARROT CAKE LRV-33 PPG1198-5 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-19 PAINT PPG BLACK' G.C. G.C. FOR COURT LINE PAINT COLOR REFERENCE ONLY, SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-20 PAINT PPG WHITE' - G.C. G.C. P-21 PAINT PPG ROCK CLIFFS LRV-43 PPG14-09 G.C. G.C. ACCENT COLOR P-22 PAINT PPG ROLLER COASTER LRV-23 PPG1008-5 G.C. G.C. ACCENT COLOR P-23 PAINT PPG GRAY BY ME LRV - 32 PPG1008-4 G.C. G.C. ACCENT COLOR P-24 PAINT PPG SAUTEED MUSHROOM LRV-30 PPG1085-5 G.C. G.C. ACCENT COLOR FOR INTERRUPTIONS TO WOOD BAND P-43 PAINT PPG DEEP EMERALD LRV - 8 PPG1148-7 G.C. G.C. CITY SPORTS LOGO @ BASKETBALL COURT: FOR COLOR REFERENCE ONLY. SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-44 PAINT PPG DYNAMO LRV - 37 PPG17-22 G.C. G.C. P-25 TO P-46 NOT USED P-47 PRIMER AT ART GRAPHICS OMNOVA ROMAN ADHESIVES PROFESSIONAL PRIMER R-35, PRO -935 G.C. G.C. PRIMER @ALL WALL APPLIED ART GRAPHICS LOCATIONS WB -1 WOOD BAND BY MILLWORKER LP -5 (ZEBRAWOOD) - VENDOR VENDOR DATUM BAND AT PERIMETER OF CLUB AP -1 1" RESIN PANEL 3 -FORM CHROMA -MARIGOLD - - - - MILLWORK ACCENT PANEL AP -2 GLASS PANEL BENDHEIM WSDP - 707 - - - - RECEPTION BACKWALL GLASS ACCENT PANEL M-1 MIRROR - 'MIRROR' - - REFER TO SPECS FOR MIRROR SS -1 TO SS -3 NOT USED SS -4 SOLID SURFACE MATERIAL SAMSUNG QUARRIED STAR (CUSTOM W/O FLECK) 8TARON #QS287 VENDOR VENDOR MILLWORK SURFACES, CUSTOM BY VENDOR. PROVIDE 'MATTE' FINISH PER SPEC SECTION 06621.2.3 B SS -5 SOLID SURFACE MATERIAL SAMSUNG CONFECTION TEMPEST #FC116 VENDOR VENDOR VANITY, GROOMING, BENCH AND TABLE SURFACES. PROVIDE 'MATTE' FINISH PER SPEC SECTION 06621.2.3 B SV -1 NOT USED SV -2 SHEET FLOORING - LINOLEUM CLASS I ARMSTRONG 'RADIOACTIVE' MARMORETTE LS577 G.C. G.C. KID'S CLUB. 'FLOOR SCORE' CERTIFIED. F SV -3A VINYL TILE FLOORING CLASS I ARMSTRONG JET'MANILA' NATURAL CREATIONS MYSTIX -DIAMOND 10 NA853-831 G.C. G.C. 'FLOOR SCORE' CERTIFIED -DIAMOND 10 TECHNOLOGY 18 X 18 MAIN OPEN EXERCISE AREA SV -3B VINYL TILE FLOORING CLASS I ARMSTRONG JET'BRACKEN' NATURAL CREATIONS MYSTIX -DIAMOND 10 NA851-831 G.C. G.C. 'FLOOR SCORE' CERTIFIED -DIAMOND 10 TECHNOLOGY 18 X 18 WALKWAY GROUP EXERCISE ROOMS, CYCLING SV -4 VINYL PLANK FLOORING CLASS I ARMSTRONG SIDELINE'BRACKEN' MYSTIX -DIAMOND 10 NA851-691 G.C. G.C. 6X036 PLANK TRANSITION BETWEENISV-3A AND SOV- B SV -5 SHEET FLOORING -VINYL CLASS I ARMSTRONG 'SANDS OF TIME' MEDLEY H8647 G.C. G.C. FUTURE TENANT TOILET ROOM FLOOR. 'FLOOR SCORE' CERTIFIED. SEAM WELDS TO MATCH FLOORING COLOR. R-1 REVEAL MOLDING FRY REGLET CLEAR ANODIZED ALUMINUM' REVEAL MOLDING DRM-50-50 G.C. G.C. PAINTED REVEALS TO MATCH ADJACENT WALL USE DARKER COLOR WHERE 2 COLORS ARE ADJACENT R-2 REVEAL MOLDING FRY REGLET 'CLEAR ANODIZED ALUMINUM' REVEAL MOLDING DCS -625-50 G.C. G.C. PAINTED REVEALS TO MATCH ADJACENT WALL USE DARKER COLOR WHERE 2 COLORS ARE ADJACENT R-3 REVEAL MOLDING SCHLUTER 'ANODIZED ALUMINUM' DECO AE100D G.C. G.C. METAL DETAIL AT RECEPTION TILE RB -1 VINYL BASE JOHNSONITE BURNT UMBER - #63 G.C. G.C. 6" VINYL BASE RB -2 BREATHING BASE � 3"X4" JOHNSONITE BLACK - M -900 -BLACK G.C. G.C. BASKETBALL AND AEROBICS BASE RB -3 FLOORING TRANSITION JOHNSONITE BURNT UMBER - EG -63-L G.C. G.C. FLOORING EDGE AT CARPET RB -4 FLOORING TRANSITION JOHNSONITE BURNT UMBER - CTA -63-X G.C. G.C. TRANSITION BTWN. LINOLEUM AND VINYL TILE. RB -5 FLOORING TRANSITION JOHNSONITE BURNT UMBER - _ SSR -63-B G.C. G C FLOOR F;NISH TRANSITION. USE LEVELER OR SLOPE CEMENTITIOUS MORTER 1!4" PER FT. AS NEEDED. RB -6 VINYL BASE JOHNSONITE BLUE LAGOON - #92 G.C. G.C. 4" VINYL BASE @KID'S KLUB WALLS AND KID'S KLUB MILLWORK PONY WALLS RB -7 RUBBER TREAD /NOSING JOHNSONITE BURNT UMBER HAMMERED HTR / VIHTR G.C. G.C. STAIRWELL AND STEPPED CYCLING TREAD WITH INTEGRATED NOSING -PLATINUM GRAY CONTRASTING STRIPE WHERE REQ. RB -8 VINYL STRINGER BASE JOHNSONITE BURNT UMBER - -- G.C. G.C. CYCLING 10" STRINGER BASE AT STAIR. CUT IN FIELD PER MFR. SPECIFICATIONS TO MATCH STAIR PROFILE. RB -9 FLOORING TRANSITION JOHNSONITE BURNT UMBER - CTA -63-A G.C. G.C. FLOOR FINISH TRANSITION. USE LEVELER OR SLOPE CEMENTITIOUS MORTER 1/4" PER FT. AS NEEDED. RB -10 VINYL BASE JOHNSONITE BURNT UMBER - G.C. G.C. 2 1/2" VINYL BASE AT FACE OF PLATFORMS IN CYCLING ROOM RB -11 VINYL STAIR NOSING JOHNSONITE BURNT UMBER - VIRCN-63-B G.C. G.C. STAIRWELL AND CYCLING TOP STEP NOSING VVI PLATINUM GRAY CO -EXTRUDED CONTRASTING STRIP RB -12 METAL /VINYL NOSING SCHLUTER BLACK INSERT - TREP-B-GS G.C. G.C. CONTRASTING NOSING AT TILE STAIRS RB -13 VINYL EDGING JOHNSONITE BURNT UMBER - EG -63-W G.C. G.C. FLOORING EDGE AT TILE AND RUBBER RB -14 VINYL NOSING ROPPE BLACK BROWN - #203-193 G.C. G.C. CYCLING ROOM PLATFORM EDGE NOSING TRIM RB -15 FLOORING TRANSITION JOHNSONITE BLACK PEARL - SLT-82-J G.C. G.C. FLOORING EDGE AT VINYL RB -16 VINYL EDGING JOHNSONITE BURNT UMBER - SCC -63-B G.C. G.C. LVT TRANSITION AT FACE OF RAMP WHERE WALL RETURNS TO ZERO RB -17 VINYL EDGING JOHNSONITE BURNT UMBER - CTA -63-K G.C. G.C. RUBBER TO LVT TRANSITION WF -1 WOOD FLOORING BY CONTRACTOR 'MAPLE' - "- G.C. G.C. ATHLETIC FLOORING BF -1 NOT USED FW -1 RUBBER FLOORING ECORE INTL. CUSTOM COLOR - #9050 9MM EVERLAST ROLL - OWNER OWNER 318" RUBBER FLOORING AT FREE WEIGHTS. FLOOR SCORE CERTIFIED #SCS -FS -02005 MT -1 METAL TRIM SCHLUTER SYSTEM 'ANODIZED ALUMINUM' - SCHIENE-AE G.C. G.C. RM -1 NOT USED FRP-1 FIBERGLASS REINFORCED PLASTIC _ WHITE - - G.C. G.C. KID'S KLUB RESTROOMS AND JANITOR U.N.O. CONC-1 CONCRETE BY CONTRACTOR - - - G.C. G.C. WITH SEALANT CONC-2 NOT USED MANUFACTURERS LIST GENERAL NOTE FOR NATIONAL ACCOUNT: FOR SV -1 & SV -2 PLEASE USE THE LA FITNESS RESERVATION # 7406690 ""*'* NOTE: REQUEST L.A.F. PRICING ON ALL MATERIALS SAMSLoNG STARON (847) 840-5975 (CELL) S.BELASCO�SAMSUNG.COM DAL -TILE aN 802-909-2131 MORGAN.STEPHENSON�DALTILEAOM JOLHNSONITE LINDA.HINOJOSA�TARKETT.COM (949)397-4217 WILSONART (562) 370.8636 ECORosio INTL. (415) 309-4311 DAVID.SIDES�ECOREINTL.COM HOLLMAN SANDRA MALLETTE (912)815-4081 GRANDoNTRANCEND (888) 424.6287 georders�c-sgroup.com SHAW SHAVV GERMAN 949-285-1821 doug.jagerman�shawinccom ARMSTRONG REP: DEBORAH PICKENS (CEILINGS) NATIONAL ACCOUNT PROGRAM (480) 695-9053 NA Customer Service (800) 442-4212 e-mail: dlpickens®armsirong com PPG PAINT REP: PEG COLLINS (909) 509-1402 (cell) LATICRETE REP: RICK COURY (gOg) 243.4788 ARMSTRONG JB SWEETLAND (FLOORING) (888) 276-7876 OFC. 480 291-4386 CELL DRI-DEK (800) 34&2398 3 -FORM REP: BETTY FRIEDRICHS (800) 726-0126 CHEMETAL (800) 807-7341 FOR LOCAL DISTRIBUTOR BACKBOARD MOUNTING BRACKETS TO MATCH ADJACENT PAINT COLOR 144 ANCILLARY 1 5 22 31 31/40 31 31 70 70 70 70 - - - - 54 72 I LEGEND NOTE: MATERIALS LISTED ARE FOR FINISH REFERENCE ONLY. VERIFY ALL MATERIAL CLASS NOTES ROOM FINISH SUBSTRATES WITH ARCHITECTURAL DRAWINGS INSTALLED BY REMARKS C-1 ` FLOOR FINISHES WALL FINISHES CEILING FINISHES CODE COMPLIANCE: INTERIOR FINISH FLAME SPREAD AND SMOKE -DEVELOPED G.C. G.C. GLUE -DOWN. MONOLITHIC INSTALLATION, DIRECTION PER PLAN CRI GREEN LABEL PLUS #GLP9968 CB -1 CARPET BASE CLASS I SHAW INDEX OF MAJOR INTERIOR WALL, CEILING AND FLOOR FINISH MATERIAL SHALL BE IN COMPLIANCE WITH TABLE 803.9 AND 1. WOOD FLOOR SYSTEM 31. GYPSUM BOARD (MOISTURE RESISTANT WHERE OCCURS PER ARCH. DWGS.) 54. 2'X4' ACOUSTICAL CEILING PANELS 2. TILE PER SCHEDULE 32. NOT USED 55. GYPSUM BOARD (MOISTURE RESISTANT WHERE OCCURS PER ARCH. DWGS.) CLASS I SECTION 804 OF 2012 IBC. 3. ALUMINUM ENTRY MAT W/ CARPET INSERT 33. UNFINISHED (EXPOSED STRUCTURE) 56. LATH AND PLASTER 1. ALL WALLS ARE TO BE FINISHED PER THE PROJECT 4. NOT USED 34. LATH AND PLASTER 57. SUSPENDED WOOD PLANK SYSTEM BY MILLWORKER G.C. SPECIFICATION MANUAL. 5. CONCRETE (SMOOTH). FINISH AS INDICATED ON PLAN. 35. CONCRETE BLOCK 58. 2'X4' MOISTURE RESISTANTM/ASHABLE 2. ALL INTERIOR METAL DOORS, FRAMES, AND ACCESS 6. SHEET RESILIENT FLOORING WITH HEAT WELDED SEAMS 36. GLASS BLOCK CLASS A ACOUSTICAL CEILING PANEL 'CLEAN ROOM VL870' PANELS SHALL BE PAINTED THE COLOR OF THE 7. NOT USED 37. NOT USED 59. STAINLESS STEEL CLASS A ADJACENT SURFACE, UNLESS NOTED OR DETAILED 8. PORCELAIN TILE 38. SAUNA CEDAR WALLS 60. SAUNA WOOD WALLS CL -1 OTHERWISE. 9. 18 x 18 VINYL TILE 39. RACQUETBALL TEMPERED GLASS SYSTEM 61. RACQUETBALL CEILING PANELS G.C. AT RECEPTION CEILING 10. GLUE DOWN CARPET 40. ALUMINUM STOREFRONT AND GLASS SYSTEM 62. EXPOSED STRUCTURE 3. ALL WOOD DOORS SHALL BE SELECT WHITE BIRCH 11. 3/8" RUBBER FLOORING - BY OWNER 41. PORCELAIN TILE 63. CERAMIC TILE LP -5 (ZEBRAWOOD) WITH A STAIN TO MATCH LIGHT STRIPE IN LP -5, OR VT 12. RUBBER MAT - DRI DEK 42. NOT USED 64. MANUFACTURED WOOD PANEL SYSTEM INDUSTRIES WHEAT WH07. CONTRACTOR TO PROVIDE 13. CUSTOM CARPET OVER FOAM - BY VENDOR 43. RACQUETBALL PANELS 65. - 66. NOT USED LP -2 SAMPLE. 14. - 15. NOT USED 44. PLASTIC LAMINATE 4915-60 VENDOR 4. INTERIOR STOREFRONT TO BE LP -3 TO LP -4 NOT USED 45. TILE BACKER BOARD (VERIFY LOCATIONS WITH ARCH. DRWGS.) ANODIZED ALUMINUM. FINISH: 'CLEAR'. 46. NOT USED .CLASS B WILSONART 5. ALL MIRROR EDGES SHALL BE GROUND/POLISHED. BASE FINISHES WAINSCOT FINISHES PAINT FINISHES VENDOR VENDOR GENERAL MILLWORK, MODESTY @SINKS &GROOMING, ACCENT BANDS AND TRUSS FINISH AT RECEPTION LP -6 NOT USED 6. ALL CABINETS INTERIORS TO BE WHITE MELAMINE, U.N.O. 16. PLASTIC LAMINATE BASE AT MILLWORK 47. PORECELAIN TILE (HEIGHT AS SHOWN ON PLAN) 67. GLOSS 17. 6" HIGH TILE BASE PER SCHEDULE 48. MIRROR 68. EPDXY (SEMI -GLOSS) PAINT SHEENS: 7. PAINT ALL HVAC GRILLES TO MATCH THE COLOR 18. NOT USED 49. NOT USED 69. SEMI -GLOSS A - FLAT LP -8 OF ADJACENT WALLS OR SOFFIT. 19. PORCELAIN TILE WITH COVE TRIM PROFILE AS SCHEDULED 50. WHITE FIBERGLASS REINFORCED PANELS 70. EGGSHELL B -SEMIGLOSS VENDOR LEDGE /LOGO FINISH AT RECEPTION BACKWALL 20. 17" HIGH WAINSCOT TILE BASE 51. WOOD DATUM BAND (MOUNTED AT UPPER WALL) BY MILLWORKER 71. FLAT C -GLOSS 8• FOR INFORMATION ON BOBRICK TOWEL HOOKS AT 21. 6" HIGH RESILIENT FLOORING WITH WELDED SEAMS AND 52. - 53. NOT USED 72. MANUFACTURERS STANDARD FINISH D -EPDXY (SEMI -GLOSS) MILANO THE SHOWERS AND POOL SEE THE SPECIFICATION 842 INTEGRAL COVE BASE (3/8" RADIUS) VENDOR ACCENT � GENERAL MILLWORK 73.-77. NOT USED E -EGGSHELL MANUAL UNDER ACCESSORY SCHEDULE 22. 6" HIGH VINYL COVE BASE 4830K-18 VENDOR PAINT SHEENS AREAS FOLLOWS. 9. VERIFY ALL ELECTRICAL AND DATA LOCATIONS 23. 4" HIGH BLACK VENTED COVE BASE WILSONART SLATE GREY LINEARITY p91-18 VENDOR WITH LAF I.T. PRIOR TO INSTALLING 24. 6" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE PAINT 1. ALL WALLS AND LOW SOFFITS TO BE EGGSHELL FINISH, U.N.O. LRV-88 PPG1001-1 25. 4" HIGH VINYL BASE GENERAL, CEILING AND HIGH SOFFIT PAINT P-2 2. ALL CEILINGS AND HIGH SOFFITS TO BE FLAT FINISH, U.N.O. 10. SOLID SURFACE INTEGRAL COLOR BOWLS ARE 26. 30" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE 3. WALLS AND CEILINGS IN WET AREAS TO BE EPDXY ENAMEL PAINT FABRICATED BY RANDAL RETAIL. PLEASE 27. 6" HIGH EPDXY WITH INTEGRAL COVE BASE (3/8" RADIUS) LRV - 60 PPG14-10 G.C. WITH SEMI -GLOSS FINISH. GENERAL CONTACT MIKE KUNERT AT (630) 761-0400 FOR LEAD NOT USED AND METAL CAP. 4. ALL RAILINGS, KID'S KLUB SURFACES TO BE SEMI -GLOSS. TIME AND PRICING. 28. NOT USED PAINT PPG ZOMBIE 11. ALL MILLWORK AND BACKSPLASH TO WALLS JOINTS 29. 5" HIGH TILE BASE HANDRAILS AND GUARDRAILS U.N.O., BETWEEN MIRROR AND BASE IN AEROBICS. P-6 UNLESS OTHERWISE NOTED ALL ROOMS ARE TO BE PAINTED. ARE REQUIRED TO HAVE CAULKING. FINISH TO BE 30. 18" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE PPG14-32 G.C. G.C. GENERAL P-7 CLEAR OR TO MATCH ADJACENT SURFACE. FINISH SPECIFICATIONSSHEEN AS NOTED ON IID ROOM FINISH LEGEND (ID -6.0) FOR SHEEN OPTIONS. MARK MATERIAL CLASS MANUFACTURER COLOR FINISH SPEC. NUMBER SUPPLIED BY INSTALLED BY REMARKS C-1 CARPET CLASS I SHAW LAF TWILIGHT ZONE G.C. G.C. GLUE -DOWN. MONOLITHIC INSTALLATION, DIRECTION PER PLAN CRI GREEN LABEL PLUS #GLP9968 CB -1 CARPET BASE CLASS I SHAW LAF BIRDSEYE BURL G.C. G.C. GLUE DOWN 30", 18"AND 6" CARPET BASE CRI GREEN LABEL PLUS #GLP8472 C-2 CARPET CLASS I PLAY TIME 'CUSTOM' -KID'S KLUB PRINTED CARPET OVER 1-1/2 "FOAM - VENDOR VENDOR KID'S KLUB CARPET SUPPLIED AND INSTALLED BY VENDOR CARPET -CRI GREEN LABEL PLUS, PAD -CRI GREEN LABEL C-3 ENTRY MAT GRAND ENTRANCE PEDIMAT CONSTRUCTION SPECIALTIES INC. CARPET INSERTS -GRAPHITE 9325 BLACK ANODIZED - G.C. G.C. RECESSED ALUMINUM VINYL NOT ROLLED UP W/RIDGE BACK AND NYLON CARPET INSERT -CRI GREEN LABEL PLUS ACT -1 ACOUSTICAL CLNG TILE, 2'X4' CLASS A ARMSTRONG 'SECOND LOOK II' - 27678 G.C. G.C. - ACT -2 ACOUSTICAL CLNG TILE, 2'X4' CLASS A ARMSTRONG 'CLEAN ROOM VL870' - G.C. G.C. WATER RESISTANT ACT -3 ACOUSTICAL CLNG TILE, 2'X4' CLASS A ARMSTRONG 'CERMAGUARD' - 608 G.C. G.C. NON -PERFORATED CL -1 CEILING PANELS CLASS A ARMSTRONG 'WOODWORKS LINEAR VENEERED PLANKS' UNPERFORATED CONSTANTS WALNUT G.C. G.C. AT RECEPTION CEILING CL -2 INTERIOR CEILING PANEL CLASS A ST.ONEWOOD 'UPTOWN WALNUT' TPA797100 G.C. G.C. AT POOL CEILING CL -3 SUSPENDED PLANK SYSTEM BY MILLWORKER LP -5 (ZEBRAWOOD) _ VENDOR/G.C. VENDOR/G.C. AT GROUP EXERCISE LP -1 PLASTIC LAMINATE WILSONART 'BLUE AGAVE' 4919-60 VENDOR VENDOR KIDS KLUB MILLWORK LP -2 PLASTIC LAMINATE WILSONART 'TANGERINE' - 4915-60 VENDOR VENDOR KIDS KLUB MILLWORK LP -3 TO LP -4 NOT USED LP -5 PLASTIC LAMINATE .CLASS B WILSONART 'ZEBRAWOOD' LINEARITY 7980K-18 VENDOR VENDOR GENERAL MILLWORK, MODESTY @SINKS &GROOMING, ACCENT BANDS AND TRUSS FINISH AT RECEPTION LP -6 NOT USED LP -7 PLASTIC LAMINATE WILSONART SLATE GREY MATTE D91-60 VENDOR VENDOR BASE AND ACCENT AT GENERAL MILLWORK LP -8 LAMINATE CHEMETAL BRUSHED ALUMINUM - 902 VENDOR VENDOR LEDGE /LOGO FINISH AT RECEPTION BACKWALL LP -9 LAMINATE CHEMETAL BRUSHED PEWTER ALUM. - 916 VENDOR VENDOR SIGNAGE LETTERS /LOGO FINISH AT RECEPTION BACKWALL LP -10 LAMINATE FUNDER MILANO SABATINI 842 VENDOR VENDOR ACCENT � GENERAL MILLWORK LP -11 LAMINATE WILSONART SATIN STAINLESS LINEARITY 4830K-18 VENDOR VENDOR EYEBROW LEDGE FINISH LP -12 LAMINATE WILSONART SLATE GREY LINEARITY p91-18 VENDOR VENDOR SIGNAGE LETTER FINISH AT ENTRY BROW MILLWORK P-1 PAINT PPG DELICATE WHITE LRV-88 PPG1001-1 G.C. G.C. GENERAL, CEILING AND HIGH SOFFIT PAINT P-2 NOT USED P-3 PAINT PPG SUMMER WHEAT LRV - 60 PPG14-10 G.C. G.C. GENERAL P-4 NOT USED P-5 PAINT PPG ZOMBIE LRV - 10 PPG1010-7 G.C. G.C. HANDRAILS AND GUARDRAILS U.N.O., BETWEEN MIRROR AND BASE IN AEROBICS. P-6 PAINT PPG OSTRICH FEATHER LRV - 57 PPG14-32 G.C. G.C. GENERAL P-7 PAINT PPG CANARY YELLOW LRV-69 PPG1215-4 G.C. G.C. ACCENT WALL AND LOW SOFFIT COLOR P-8 PAINT PPG FERN GLOW LRV - 52 PPG17-27 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-9 PAINT PPG PHOENIX FOSSIL LRV-28 PPG1009-5 G.C. G.C. GENERAL P-10 PAINT PPG WILLOW HERB LRV - 36 PPG17-26 G.C. G.C. ACCENT COLOR P-11 PAINT PPG RISE -N -SHINE LRV - 60 PPG1206-7 G.C. G.C. LA FITNESS LOGO @ BASKETBALL COURT: FOR COLOR REFERENCE ONLY. SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-12 PAINT PPG EGYPTIAN VIOLET LRV - 7 PPG1168-7 G.C. G.C. P-13 NOT USED yj r rg P-14 PAINT PPG GUNMETAL GREY LRV-14 PPG1033-6 G.C. G.G. ACCENT COLOR AT ENTRY SURROUNDS P-15 PAINT PPG SOL DE YUCATAN LRV - 58 PPG17-18 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-16 PAINT PPG COPPER PENNY LRV - 27 PPG17-24 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-17 PAINT PPG GREYHOUND LRV - 41 PPG1008-3 G.C. G.C. ACCENT COLOR AT BASKETBALL, VANITY SURROUND P-18 PAINT PPG CARROT CAKE LRV-33 PPG1198-5 G.C. G.C. ACCENT COLOR AT KIDS KLUB P-19 PAINT PPG BLACK' G.C. G.C. FOR COURT LINE PAINT COLOR REFERENCE ONLY, SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-20 PAINT PPG WHITE' - G.C. G.C. P-21 PAINT PPG ROCK CLIFFS LRV-43 PPG14-09 G.C. G.C. ACCENT COLOR P-22 PAINT PPG ROLLER COASTER LRV-23 PPG1008-5 G.C. G.C. ACCENT COLOR P-23 PAINT PPG GRAY BY ME LRV - 32 PPG1008-4 G.C. G.C. ACCENT COLOR P-24 PAINT PPG SAUTEED MUSHROOM LRV-30 PPG1085-5 G.C. G.C. ACCENT COLOR FOR INTERRUPTIONS TO WOOD BAND P-43 PAINT PPG DEEP EMERALD LRV - 8 PPG1148-7 G.C. G.C. CITY SPORTS LOGO @ BASKETBALL COURT: FOR COLOR REFERENCE ONLY. SUBMIT COURT LINE PAINT SAMPLES FOR REVIEW. P-44 PAINT PPG DYNAMO LRV - 37 PPG17-22 G.C. G.C. P-25 TO P-46 NOT USED P-47 PRIMER AT ART GRAPHICS OMNOVA ROMAN ADHESIVES PROFESSIONAL PRIMER R-35, PRO -935 G.C. G.C. PRIMER @ALL WALL APPLIED ART GRAPHICS LOCATIONS WB -1 WOOD BAND BY MILLWORKER LP -5 (ZEBRAWOOD) - VENDOR VENDOR DATUM BAND AT PERIMETER OF CLUB AP -1 1" RESIN PANEL 3 -FORM CHROMA -MARIGOLD - - - - MILLWORK ACCENT PANEL AP -2 GLASS PANEL BENDHEIM WSDP - 707 - - - - RECEPTION BACKWALL GLASS ACCENT PANEL M-1 MIRROR - 'MIRROR' - - REFER TO SPECS FOR MIRROR SS -1 TO SS -3 NOT USED SS -4 SOLID SURFACE MATERIAL SAMSUNG QUARRIED STAR (CUSTOM W/O FLECK) 8TARON #QS287 VENDOR VENDOR MILLWORK SURFACES, CUSTOM BY VENDOR. PROVIDE 'MATTE' FINISH PER SPEC SECTION 06621.2.3 B SS -5 SOLID SURFACE MATERIAL SAMSUNG CONFECTION TEMPEST #FC116 VENDOR VENDOR VANITY, GROOMING, BENCH AND TABLE SURFACES. PROVIDE 'MATTE' FINISH PER SPEC SECTION 06621.2.3 B SV -1 NOT USED SV -2 SHEET FLOORING - LINOLEUM CLASS I ARMSTRONG 'RADIOACTIVE' MARMORETTE LS577 G.C. G.C. KID'S CLUB. 'FLOOR SCORE' CERTIFIED. F SV -3A VINYL TILE FLOORING CLASS I ARMSTRONG JET'MANILA' NATURAL CREATIONS MYSTIX -DIAMOND 10 NA853-831 G.C. G.C. 'FLOOR SCORE' CERTIFIED -DIAMOND 10 TECHNOLOGY 18 X 18 MAIN OPEN EXERCISE AREA SV -3B VINYL TILE FLOORING CLASS I ARMSTRONG JET'BRACKEN' NATURAL CREATIONS MYSTIX -DIAMOND 10 NA851-831 G.C. G.C. 'FLOOR SCORE' CERTIFIED -DIAMOND 10 TECHNOLOGY 18 X 18 WALKWAY GROUP EXERCISE ROOMS, CYCLING SV -4 VINYL PLANK FLOORING CLASS I ARMSTRONG SIDELINE'BRACKEN' MYSTIX -DIAMOND 10 NA851-691 G.C. G.C. 6X036 PLANK TRANSITION BETWEENISV-3A AND SOV- B SV -5 SHEET FLOORING -VINYL CLASS I ARMSTRONG 'SANDS OF TIME' MEDLEY H8647 G.C. G.C. FUTURE TENANT TOILET ROOM FLOOR. 'FLOOR SCORE' CERTIFIED. SEAM WELDS TO MATCH FLOORING COLOR. R-1 REVEAL MOLDING FRY REGLET CLEAR ANODIZED ALUMINUM' REVEAL MOLDING DRM-50-50 G.C. G.C. PAINTED REVEALS TO MATCH ADJACENT WALL USE DARKER COLOR WHERE 2 COLORS ARE ADJACENT R-2 REVEAL MOLDING FRY REGLET 'CLEAR ANODIZED ALUMINUM' REVEAL MOLDING DCS -625-50 G.C. G.C. PAINTED REVEALS TO MATCH ADJACENT WALL USE DARKER COLOR WHERE 2 COLORS ARE ADJACENT R-3 REVEAL MOLDING SCHLUTER 'ANODIZED ALUMINUM' DECO AE100D G.C. G.C. METAL DETAIL AT RECEPTION TILE RB -1 VINYL BASE JOHNSONITE BURNT UMBER - #63 G.C. G.C. 6" VINYL BASE RB -2 BREATHING BASE � 3"X4" JOHNSONITE BLACK - M -900 -BLACK G.C. G.C. BASKETBALL AND AEROBICS BASE RB -3 FLOORING TRANSITION JOHNSONITE BURNT UMBER - EG -63-L G.C. G.C. FLOORING EDGE AT CARPET RB -4 FLOORING TRANSITION JOHNSONITE BURNT UMBER - CTA -63-X G.C. G.C. TRANSITION BTWN. LINOLEUM AND VINYL TILE. RB -5 FLOORING TRANSITION JOHNSONITE BURNT UMBER - _ SSR -63-B G.C. G C FLOOR F;NISH TRANSITION. USE LEVELER OR SLOPE CEMENTITIOUS MORTER 1!4" PER FT. AS NEEDED. RB -6 VINYL BASE JOHNSONITE BLUE LAGOON - #92 G.C. G.C. 4" VINYL BASE @KID'S KLUB WALLS AND KID'S KLUB MILLWORK PONY WALLS RB -7 RUBBER TREAD /NOSING JOHNSONITE BURNT UMBER HAMMERED HTR / VIHTR G.C. G.C. STAIRWELL AND STEPPED CYCLING TREAD WITH INTEGRATED NOSING -PLATINUM GRAY CONTRASTING STRIPE WHERE REQ. RB -8 VINYL STRINGER BASE JOHNSONITE BURNT UMBER - -- G.C. G.C. CYCLING 10" STRINGER BASE AT STAIR. CUT IN FIELD PER MFR. SPECIFICATIONS TO MATCH STAIR PROFILE. RB -9 FLOORING TRANSITION JOHNSONITE BURNT UMBER - CTA -63-A G.C. G.C. FLOOR FINISH TRANSITION. USE LEVELER OR SLOPE CEMENTITIOUS MORTER 1/4" PER FT. AS NEEDED. RB -10 VINYL BASE JOHNSONITE BURNT UMBER - G.C. G.C. 2 1/2" VINYL BASE AT FACE OF PLATFORMS IN CYCLING ROOM RB -11 VINYL STAIR NOSING JOHNSONITE BURNT UMBER - VIRCN-63-B G.C. G.C. STAIRWELL AND CYCLING TOP STEP NOSING VVI PLATINUM GRAY CO -EXTRUDED CONTRASTING STRIP RB -12 METAL /VINYL NOSING SCHLUTER BLACK INSERT - TREP-B-GS G.C. G.C. CONTRASTING NOSING AT TILE STAIRS RB -13 VINYL EDGING JOHNSONITE BURNT UMBER - EG -63-W G.C. G.C. FLOORING EDGE AT TILE AND RUBBER RB -14 VINYL NOSING ROPPE BLACK BROWN - #203-193 G.C. G.C. CYCLING ROOM PLATFORM EDGE NOSING TRIM RB -15 FLOORING TRANSITION JOHNSONITE BLACK PEARL - SLT-82-J G.C. G.C. FLOORING EDGE AT VINYL RB -16 VINYL EDGING JOHNSONITE BURNT UMBER - SCC -63-B G.C. G.C. LVT TRANSITION AT FACE OF RAMP WHERE WALL RETURNS TO ZERO RB -17 VINYL EDGING JOHNSONITE BURNT UMBER - CTA -63-K G.C. G.C. RUBBER TO LVT TRANSITION WF -1 WOOD FLOORING BY CONTRACTOR 'MAPLE' - "- G.C. G.C. ATHLETIC FLOORING BF -1 NOT USED FW -1 RUBBER FLOORING ECORE INTL. CUSTOM COLOR - #9050 9MM EVERLAST ROLL - OWNER OWNER 318" RUBBER FLOORING AT FREE WEIGHTS. FLOOR SCORE CERTIFIED #SCS -FS -02005 MT -1 METAL TRIM SCHLUTER SYSTEM 'ANODIZED ALUMINUM' - SCHIENE-AE G.C. G.C. RM -1 NOT USED FRP-1 FIBERGLASS REINFORCED PLASTIC _ WHITE - - G.C. G.C. KID'S KLUB RESTROOMS AND JANITOR U.N.O. CONC-1 CONCRETE BY CONTRACTOR - - - G.C. G.C. WITH SEALANT CONC-2 NOT USED MANUFACTURERS LIST GENERAL NOTE FOR NATIONAL ACCOUNT: FOR SV -1 & SV -2 PLEASE USE THE LA FITNESS RESERVATION # 7406690 ""*'* NOTE: REQUEST L.A.F. PRICING ON ALL MATERIALS SAMSLoNG STARON (847) 840-5975 (CELL) S.BELASCO�SAMSUNG.COM DAL -TILE aN 802-909-2131 MORGAN.STEPHENSON�DALTILEAOM JOLHNSONITE LINDA.HINOJOSA�TARKETT.COM (949)397-4217 WILSONART (562) 370.8636 ECORosio INTL. (415) 309-4311 DAVID.SIDES�ECOREINTL.COM HOLLMAN SANDRA MALLETTE (912)815-4081 GRANDoNTRANCEND (888) 424.6287 georders�c-sgroup.com SHAW SHAVV GERMAN 949-285-1821 doug.jagerman�shawinccom ARMSTRONG REP: DEBORAH PICKENS (CEILINGS) NATIONAL ACCOUNT PROGRAM (480) 695-9053 NA Customer Service (800) 442-4212 e-mail: dlpickens®armsirong com PPG PAINT REP: PEG COLLINS (909) 509-1402 (cell) LATICRETE REP: RICK COURY (gOg) 243.4788 ARMSTRONG JB SWEETLAND (FLOORING) (888) 276-7876 OFC. 480 291-4386 CELL DRI-DEK (800) 34&2398 3 -FORM REP: BETTY FRIEDRICHS (800) 726-0126 CHEMETAL (800) 807-7341 FOR LOCAL DISTRIBUTOR I BRANDING I STRATEGY I DESIGN I ID�600 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: Sanford, FL PROJECT ADDRESS: Lake Ma Blvd and Orlando Road Sanford, FL4 General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT 1 09-08-17 ADDENDUM #1 Schroeder Architects ARCHITECTURE INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 s e DATE: 09-08-2017 DRAWN BY: SDA CHECKED BY: , PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FINISH SCHEDULE SHEET NUMBER: