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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 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: 3 TOILET, 3 URINALS PROVIDED e EXISTING: MERCANTILE (M) 5 PROVIDED e NEW: MERCANTILE, ASSEMBLY (A-3), ASSEMBLY (A-4) 8 PROVIDED NFPA 101: 8 PROVIDED e EXISTING: EXISTING MERCANTILE 3 PROVIDED e NEW: EXISTING MERCANTILE, NEW ASSEMBLY CONSTRUCTION TYPE: FBC: TYPE II -B UNPROTECTED (FULL FIRE SUPPRESSION) 1 ADDITIONAL WATER CLOSET PROVIDED, NFPA 101: TYPE II -000 BUILDING HEIGHT: ALLOWABLE: 1 ADDITIONAL WATER CLOSET PROVIDED, e ASSEMBLY: 2 STORIES, 75FT (TABLE 503 & SECT. 504.2) 1 ADDITIONAL LAVATORY PROVIDED s MECANTILE: 2 STORES, 75FT PHONE: 469.261.4563 ACTUAL: 1 STORY, 35'-5", MAX. BUILDING AREA: ALLOWABLE: FIRE PROTECTION: • MERCANTILE: UNLIMITED (507.3) GLOBAL SANCHEZ, e ASSEMBLY: 38,000 S.F. (SEE AREA MODIFICATION) STEVE REIGHTLER, CET ACTUAL: 816 MANATEE AVENUE EAST, e MERCANTILE: 26,262 S.F. SUITE 18, ASS BLY: 33 630 S.F. SEE EM AREA MODIFICATION AREA MODIFIC TION: A AREA + AREA a x I f + _ AREA a xis AREA all PHONE: 941-758-2551 9,500 S.F. + [0] + [9,500 S.F.x(300/100)] steve®global-sanchez.com 9 500 S.F. + 0+ 9 500 x 3 [] [ ] DETAILS F. _ 9 500 S + 0 S.F. + 28 500 S.F. 38 000 S.F. OWABLE P , P , ALL PANEL SCHEDULES -I(f): (F/P - 0.25) x (W/30). F=782', P=338.33',W=24 G-0.3 ACCESSIBILITY STANDARDS -I f : 338.33 782 - 0.25 x 24 30 = .144 AREA CHECK: MERCANTILE(act)/MERCANTILE(all) + ASSEMBLY(act)/ASSEMBLY(oll) <=1.0 E-2.0 2 262 S.F. UNLIMITED + 33 630 S.F. 38 000 S.F. =1.0 O 0 + 0.885 <=1.0 Li. W AREA COMPLIES WITH SECTION 580.4.2. FIRE RESISTANCE RATING STRUCTURAL FRAME: 0 HRS UI IN ELEMENTS B LD G BEARING W S INTER ALL TOR AND EXTERIOR : 0 HRS FBC TABLE 601 & 602 NON-BEARING EXTERIOR WALLS: NFPA 220 TABLE 4.1.1 X < 5 1 HRS E-4.0 5 <=X<10 1 HRS / ................................................................................................................................................................................................................................................................................. 10</=X<30 0HRS .......................................................................................................................................................................................................................................................................................................... 30<=X 0HRS / ................................................................................................................................................................................................................................................................ NON-BEARING INTE IO W R R ALLS• 0 HRS ELECTRICAL DETAILS & SCHEDULES ............................................................................................................................................................................................................................................................... FLOOR CONSTRUCTION: 0 H RS A-0.1 FIRST FLOOR EQUIPMENT PLAN ROOF CONSTRUCTION: 0 H S R ACTUAL: NO SHAFTS IN THIS PROJECT. INTERIOR WALL AND EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS B 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 II DOC FF -1 FBC SECTION 804 CORRIDOR RATING: 0 HR FBC TABLE 1018.1 NFP 1 1 A 0 12.3 6 VERTICAL EXIT ENCLOSURES: NO VERTICAL EXIT ENCLOSURES IN THIS PR E . OJ CT EXIT ACCESS TRAVEL DISTANCE: 250 FT. FBC TABLE 1016.2 NFPA 101 1 . . 226 NUMBER OF EXITS: 1-500 OCCUPANTS: 2 EXITS RE UIRED Q U 501-1000 OCCUPANTS: 3 EXITS REQUIRED � MORE THAN 1 000 OCCUPANTS: 4 EXITS RE UIRED Q TOTAL OCCUPANT LOAD: SEE LIFE SAFETY PLAN EGRESS WIDTH: SEE LIFE SAFETY PLAN LA FITNESS- SANFORD Sanford, FL 170264 PLUMBING FIXTURE CALC FBC I SYMBOLS DRAWING TITLES: ROOM TAG: TOTAL OCCUPANTS PER FBC - 510, 255 PER SIX 1 TITLE Roots FBC REQUIRED PLUMBING FIXTURE RATI FBC RE UIRED PLUMBING FI RE COUNT WATER CLOSETS, MEN: 1 FIXTURE/125 OCCUPANTS: 225/125: 3 REQUIRED A-0.1 1/8"=1'-0" WATER CLOSETS, WOMEN: 1 FIXTURE /65 OCCUPANTS: 225/65: 4 REQUIRED WINDOW TAG: LAVATORIES, MEN: 1 FIXTURE/200 OCCUPANTS: 225/200: 2 REQUIRED LAVATORIES, WOMEN: 1 FIXTURE/200 OCCUPANTS: 225/200: 2 REQUIRED DETAIL MARKS: DRINKING FOUNTAINS: 1 FIXTURE/500 OCCUPANTS: 510/500: 2 REQUIRED 1 0 MOP SINKS: 1 1 REQUIRED A-0.1 ***UNISEX TOILETS PERMITTED TO COUNT TO FIXTURE TOTAL*** 1 WALL TAG. h�m > ,� 1 SECTION MARKS: FINISH TAG: 1 1 A-0.1 ELEVATION MARKS: DATUM POINT: 1 � 1 4 A-0.1 2 1 /A-0.1 A-0.1 3 NORTH ARROW: NORTH COLUMN LINE TAGS: 6 CEILING TAG: ACT1 P r REVISIONS: ELEVATION MARKER: T.O. WALL 14 -0 .F.F. CONTROL POINT BREAK LINE SLAB ELEVATION MARKER 100'-0" LOCATION MAP TEAM DIRECTORY TENANT: FITNESS INTERNATIONAL, LLC BOB STEPHENS 3161 MICHELSON DRIVE, SUITE 600 IRVINE, CA 92612 PHONE: 770.455.3834 bob®fitnessintl.com ARCHITECT: SCHROEDER ARCHITECTS DAVID SCHROEDER 3118 E. SHADOWLAWN AVE, NE ATLANTA, GA 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, ELECTRICAL 1 ADDITIONAL LAVATORY PROVIDED 1 WALL TAG. h�m > ,� 1 SECTION MARKS: FINISH TAG: 1 1 A-0.1 ELEVATION MARKS: DATUM POINT: 1 � 1 4 A-0.1 2 1 /A-0.1 A-0.1 3 NORTH ARROW: NORTH COLUMN LINE TAGS: 6 CEILING TAG: ACT1 P r REVISIONS: ELEVATION MARKER: T.O. WALL 14 -0 .F.F. CONTROL POINT BREAK LINE SLAB ELEVATION MARKER 100'-0" LOCATION MAP TEAM DIRECTORY TENANT: FITNESS INTERNATIONAL, LLC BOB STEPHENS 3161 MICHELSON DRIVE, SUITE 600 IRVINE, CA 92612 PHONE: 770.455.3834 bob®fitnessintl.com ARCHITECT: SCHROEDER ARCHITECTS DAVID SCHROEDER 3118 E. SHADOWLAWN AVE, NE ATLANTA, GA 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: DRAWING INDEX JAMES F. TURNER, PE JAMES TURNER z 3400 BEVERLY DRIVE • DALLAS, TX 75205 Checked By: PHONE: 469.261.4563 KC jtumerOjfte.com MECHANICAL, ELECTRICAL, PLUMBING: JAMES F. TURNER, PE JAMES TURNER ARCHITECTURE (CONT -D.) 3400 BEVERLY DRIVE ELECTRICAL DALLAS, TX 75205 ..................................................................................................................................................................................................................................................................................................................... PHONE: 469.261.4563 SHT # jtumerOjfte.com SHT # FIRE PROTECTION: SHT # GLOBAL SANCHEZ, INC STEVE REIGHTLER, CET ,_, 816 MANATEE AVENUE EAST, SUITE 18, DETAILS BRADENTON FL 34208 DIAGRAMS NOTES LIGHT Fl RE SCH DU L SUM XTU E LE & OAO MARY P � , PHONE: 941-758-2551 G-0.2 ACCESSIBILITY STANDARDS steve®global-sanchez.com ID -5.3 A NEW HEALTH CLUB IN AN EXISTING GROCERY STORE SPACE. THIS INCLUDES SPACE FOR CIRCUIT TRAINING, CARDIOVASCULAR MACHINES AND FREE WEIGHTS. AS WELL AS AN AEROBICS ROOM, BASKETBALL COURT, POOL, KIDS 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. MASTER REVISION LIST DRAWING INDEX REV. DATE DESCRIPTION z O N • Drawn By: Checked By: WB/KC KC ARCHITECTURE 103 39 ARCHITECTURE (CONT -D.) INTERIOR DESIGN (CONT -D.) ELECTRICAL 8 ..................................................................................................................................................................................................................................................................................................................... SHT # DRAWING NAME SHT # DRAWING NAME SHT # DRAWING NAME SHT # DRAWING NAME ,_, - G 0.1 COVER SHEET ID -5.2 DETAILS E-1.0 DIAGRAMS NOTES LIGHT Fl RE SCH DU L SUM XTU E LE & OAO MARY P � , ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... G-0.2 ACCESSIBILITY STANDARDS -' ID -5.3 DETAILS E-1.1 PANEL SCHEDULES ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... G-0.3 ACCESSIBILITY STANDARDS L ID -6.0 FINISH SCHEDULE E-2.0 FLOOR PLAN LIGHTING O G-0.4 FIRST FLOOR LIFE SAFETY PLAN Li. W ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ ID -6.1 T1LE 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 ................................................................................................................................................................................................................................................................................. G-0.6 GENERAL PROJECT NOTES .............................................t................................................................................................................................................................................................................................................................... .......................................................................................................................................................................................................................................................................................................... ......................................... ................................................................................................................................................................................................................................................................ E-5.0 .......................................... ELECTRICAL DETAILS & SCHEDULES ............................................................................................................................................................................................................................................................... .. A-0.1 FIRST FLOOR EQUIPMENT PLAN t_ E-5.1 ELECTRICAL DETAILS .......................................................................................................................................................................................................................................................................................................................................................................a. ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ E-5.2 LIGHT FIXTURE SCHEDULE A-2.1 FIRST FLOOR SLAB PLAN M L0 U A-2.2 FIRST FLOOR PLAN U � O � a � A-2.2.1 FIRST FLOOR DIMENSION PLAN AND W TYPES ALL O < ......................................................................................................................................................................................................................................................................................................................................................................o....................................................................................................................................................................................................................................................................... A-2.3 FIRST FLOOR REFLECTED CEILING PLAN (A ........................................................................................................................................................................................................................................................................................................................ w EMS 7 ......................................................................................................................................................................................................................................................................................................................................................................:....................................................................................................................................................................................................................................................................... A-2.3.1 € FIRST FLOOR DETAIL REFLECTED CEILING PLANS POOL 4 v A-2.4 ROOF PLAN ....................................................................................................................................................................................................................................................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... EMS -2.0 FLOOR PLAN - EMS SYSTEM A-2.10 ENLARGED FAUX WOOD TRUSS DETAILS SP1.0 POOL LAYOUT AND DETAILS EMS -3.0 ROOF PLAN -EMS SYSTEM ......................................................................................................................................................................................................................................................................................................................................................................;............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. A-2.11 ENLARGED CYCLING PLAN AND DETAILS SP2.0 POOL E UIPMENT AND DETAILS Q STRUCTURAL 5 EMS -5.0 .................................................................................................................................................................................................................................................................................................................... ENERGY MANAGEMENT SYSTEM DETAILS A-2.12 ENLARGED POOL PLAN AND DETAILS SP3.0 POOL DETAILS AND NOTES EMS -5.1 ENERGY MANAGEMENT SYSTEM DETAILS ......................................................................................................................................................................................................................................................................................................................................................................a...................................................................................................................................................................................................................................................................... A-2.12.1 ENLARGED POOL DETAILS SP4.0 SPA LAYOUT ........................,............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. S0.0 STRUCTURAL GENERAL NOTES EMS -5.2 ENERGY MANAGEMENT SYSTEM DETAILS ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... A-2.13 ENLARGED LOCKER ROOM PLAN S1.0 FOUNDATION PLAN EMS -5.3 ENERGY MANAGEMENT SYSTEM DETAILS ......................................................................................................................................................................................................................................................................................................................................................................p.....................................................................................................................................................................................................................................-................................. A-2.13.1 ENLARGED LOCKER ROOM DETAILS S2.0 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. FOUNDATION PLAN DETAILS EMS -5.4 ENERGY MANAGEMENT SYSTEM DETAILS ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... A-2.14 ENLARGED KIDS KLUB PLAN AND DETAILS INTER I N I R D 22 S3 0 ROOF FRAMING PLAN ........................................................................................................................................................................................................:.............................................................................................................................................................p...................................................................................................................................................................................................................................................................... A-2.15 ENLARGED BASKETBALL PLAN AND DETAILS S4.0 ROOF FRAMING DETAILS PLUMBING 7 A-3.1 WALL CONSTRUCTION DETAILS .. ID -1.0 FURNITURE / KEY PLAN ........................................................................................ .. ............................................................................................................................................................................................................................................................................................................................................................... d A-3.2 WALL TYPES ID -1.1 FLOOR FINISH PLAN P-1.0 PLUMBING SCHEDULES A-3.3 WALL TYPES ID -1.2 PAINT BREAK/ ART GRAPHIC PLAN P-1.1 PLUMBING DETAILS .................................................................................. ....... I... ... A-3.4 U.L DETAILS ......tr................................................................................................................................................................................................................................................................... ID -1.3 REFLECTED CEILING FINISH PLAN .......................................................................................................................................................................................................................................................................................................... ......................................... ................................................................................................................................................................................................................................................................. P-2.0 .........................I................ FLOOR PLAN -PLUMBING ............................................................................................................................................................................................................................................................ ( - A 3.5 U.L DETAILS ID -2.0 ENLARGED FLOOR FINISH PLANS 0 P- .1 2 N - E LARGED FLOOR PLAN WASTE &VENT A-3.6 U.L DETAILS ID -2.1 ENLARGED LOCKER ROOM FINISH PLANS P-2.2 EN GED FL00 P - 0 COLD W T LAR R LAN H T & AER A-6.1 EXTERIOR DETAILS ID -2.2 ENLARGED POOL FINISH PLAN P-5.1 SANITARY & VENT RISER DIAGRAMS ................ .. ... .................................... A-6.2 RIOR DET LS EXTE AI ID -3.0 N OT USED MECHANICAL 3 - P 5.2 HOT & COLD W TE IS A R R ER DIAGRAMS A-6.3 EXTERIOR DETAILS ID -3.1 NOT USED ......................................................................................................................................................................... .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. A-7.1 INTERIOR DETAILS ID -3.2 NOT USED M-1.0 MECHANICAL SCHEDULES A-7.2 INTERIOR DETAILS ID -3.3 1/4" SCALE INTERIOR ELEVATIONS M-2.0 MECHANICAL FLOOR PLAN A-7.3 INTERIOR DETAILS ID -3.4 1/4" SCALE INTERIOR ELEVATIONS M-3.0 MECHANICAL DETAILS .....................................................................................................................................................................................................................................................................................................................................................................tr.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... FIRE PROTECTI N 8 A-7.4 INTERIOR DETAILS .............................................................................................................................. ID -4.0.1 RECEPTION DESK MILLWORK DETAILS . ......................................................................................................................................................................................................................................................................................................................................................................:............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ A-7.5 INTERIOR DETAILS ID -4.0.2 RECEPTION MILLWORK DETAILS FA0.1 FIRE ALARM SPECIFICATIONS &DETAILS A-7.6 INTERIOR DETAILS ID -4.1.1 SALES / SOCIAL MILLWORK DETAILS FA4.1 FIRE ALARM PLAN .................................................................... .... ................................................:.................................................................................................................................................................................................................................................................................................................. A-8.1 DOOR SCHEDULE, TYPES, AND DETAILS ....................................................................................................................................................................................................................................................................... ID -4.1.2 SOCIAL / PT MILLWORK . . .................................................................................................................................................... �E / 7� 7 7 y FA7.1 FIRE ALARM CALCULATIONS ........................................................................................................................................................................................................................................................................................................................................................................ ............................................................................................................................................................................. ....................................................................................................................................................................................................................................................................................................................... A-8.2 WINDOW SCHEDULE AND WINDOW TYPES .............................................................................................................................................................................................................................................................. ID -4.2 KID'S KLUB MILLWORK FA8.1 FIRE ALARM RISER DIAGRAM &DEVICE LEGEND A-8.2.1 WINDOW DETAILS ID -4.3 SIGNAGE MILLWORK DETAILS FS -0.1 FIRE SPRINKLER SPECIFICATIONS ......................................................................................................................................................................................................................................................................................................................................................................:........................................................................................................................................................................................................................................................................................................................ ...................................................................................... ........................ .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ID -5.0 DETAILS O E.......................................................................................................................................................................................................................................................................................................................... FS -2.1 FIRE SPRINKLER SITE PLAN 4 ID -5.1 DETAILS ........................................................................................................................................................................................................................................................................................................................................... FS -4.1 Fl E SP IN R R KLER PLAN ...................................................................................................................................................................................................................................................................... FS -9.1 FIRE SPRINKLER DETAILS F- LL J 0 o��lu2 m P= w 0 Z p W r.VF-��ZZ�-� ®_ � 2 < W- W O Z�a-� _ = U W- Z W O W d' ��w��~oda aw�Z °d0 0 0 022=mON gU'o� W M M Q w o �o W�� o�, o Q o �� z � W� Q w w a F,®F-FCD ,`fit:' ' f9 ,. R? 3C H R . 'P P �. AR00163 s. a Q. s i•,94.. RG P P "4 4 W V COVER SHEET W N b Zrn� lesue Date: 170264 z O N • Drawn By: Checked By: WB/KC KC z < �� 00 � (5' -J^, ��° W O ,_, « In i -' o� u W 00 L it M O o Li. W L w Q� � a O « t_ M L0 U U � O � a � �P) O < W (A F- LL J 0 o��lu2 m P= w 0 Z p W r.VF-��ZZ�-� ®_ � 2 < W- W O Z�a-� _ = U W- Z W O W d' ��w��~oda aw�Z °d0 0 0 022=mON gU'o� W M M Q w o �o W�� o�, o Q o �� z � W� Q w w a F,®F-FCD ,`fit:' ' f9 ,. R? 3C H R . 'P P �. AR00163 s. a Q. s i•,94.. RG P P "4 4 W V Sheet Name: COVER SHEET Pro] #: lesue Date: 170264 09-01- 01 2 7 Sheet No.: • Drawn By: Checked By: WB/KC KC o N -' o� o Li. W 0 a 0 w v a. LL d z 0 Sheet Name: COVER SHEET Pro] #: lesue Date: 170264 09-01- 01 2 7 Sheet No.: • Drawn By: Checked By: WB/KC KC w LQ �O z Q CCV el COMPRESSED CARPET 1/4' FIN. FLOOR LEVEL 11. WHERE ONE OR MORE URINALS ARE PROVIDED, AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 13 1/2" FROM THE WALL AT A MAXIMUM OF 17" ACCESSIBILITY GENERAL NOTES o a MAX. BELOW THRESHOLD 0, FIN. FLOOR LEVEL 2 ABOVE THE FLOOR SHALL BE PROVIDED. I THRESHOLD 2. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREA. I- - - - - - - - - - - - -I 1. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3'-0" WIDE BY NOT LESS THAN 6'-8" HIGH CAPABLE OF OPENING 90 4-► it 3 uo �'. 3. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR I I DEGREES AND MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT WAY IS 32" MINIMUM. U 3 r FT TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" A.F.F.2. BEVELED EDGE THRESHOLD TO BE A MAXIMUM 1/2" ABOVE ADJACENT FINISH FLOOR. 4. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE I 32" CLR. MIN. IN ( 3. PROVIDE LEVER TYPE HARDWARE PANIC BARS, PUSH - PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT W NO GREATER THAN 5LBF. I OPEN POSITION I REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 00 VERTICAL CHANGE IN LEVEL 5. SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. i TYP. ALL DOORS COUTLINE OF LEARANCES MAREQNEUVERING G ADA 4. ALL 5. SELF DOOCLORWAYS VALVES TTO O REMAIN SANITARY FACILITIES FOHALMUM HAVE OF 10 SECONDS. UNOBSTRUCTED OPENINGS. � o M N 2EI I COMPLIANT DOORS, TYP. SIZE 6. PROVIDE 1 1/2" GRAB BARS AS INDICATED. GRAB BARS SHALL BE 1 1/2" CLEAR FROM WALL GRAB BAR FASTENERS AND MOUNTING SUPPORTS SHALL i W VARIES BASED N APPROACH AND WITHSTAND A MINIMUM OF 250 LBS. IN BENDING, SHEAR STRESS, AND SHEAR FORCE. z OPERATION. 7. INSULATE ALL PIPING, AND INSTA-HOT WATER HEATER AT ALL LAVATORIES. N 18" MIN. 8. FAUCET CONTROL SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING. » 2 I 9. FAUCET TO HAVE MAXIMUM 5 LBS. OPERATING FORCE. 0 « D 1 I I 10. ALL DIMENSIONS ARE TAKEN FROM FINISHED FACE OF WALL. s 11. FLOOR SURFACES TO BE CARBORUNDUM, GRIT -FACED TILE, OR OTHER MATERIAL PROVIDING QUIVALENT SLIP -RESISTANCE. U w rn I 12. WHERE, WITHIN THE SAME FUNCTIONAL AREA, TWO OR MORE SHOWERS ARE PROVIDED FOR THE PHYSICALLY HANDICAPPED, THERE SHALL BE AT LEAST (,/) rn FLUSH _ _ _ _ _ _ ONE CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR OTHERS (I.E., ONE LEFT HAND CONTROLS VS. RIGHT HAND CONTROLS). o 1 /4" MAX. VALVE 13. ALL DIMENSIONS ON THIS SHEET ARE TAKEN FROM FINISHED FACE OF WALL. o CHANGE I N LEVEL/ THRESHOLD " 14. SHOWER SEAT PROVIDES MINIMUM STRUCTURAL STRENGTH TO SUPPORTA 250 LB. LOAD. a � U 48 MIN. o FRONT APPROACH, PULL SIDE Iz �� I� " �wwwwMwz N�waVO • \� ��wW00pu�w - - - - - - CLEAR I ' -- mWZps� �- FLOOR AREA I • �- � r-------- � � t o � w a �. � o S BEVELED CHANGE IN LEVEL L- _ _ _ _ _ _ _ _ JF.F.I I I I ®�uu 61312" I I I I ��w`¢"RM�0F t- �?zv�Zc9 r8w N -o 1. THRESHOLDS AND/OR CURBS ARE NOT PERMITTED IN ADA COMPLIANT SHOWER STALLS. MIN. PLAN ELEVATION I I I " I o w � w a • 12 I v&= 0 w w MIN. i O��yoA�� 9 THRESHOLD/TRANSITION REQUIREMENTS 7 URINAL REQUIREMENTS i i I I 3 G-0.2 1"=1'-0" G-0.2 1/2"=l I I I I - - - - - - - - - - - - - - M 11.. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 2. FAUCET CONTROLS, OPERATING MECHANISMS, ETC, SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO CONTROLLEDECHANISMS ARE EXAMPLES OF�ACCEPTABLEATE O DESILS GN. SELF CLOSING VALVES ARE ALBE NO GREATER THAN 5 LOWED IFF. THEEFA CET RUEMAINS�OP N AND FOR ALLEASTT ELECTRONICALLY0 O SECONDS. 59" MIN., TRANSFER STALL FRONT APPROACHPUSH SIDE FRONT APPROACHPUSH SIDE 25" MAX., ,^^ 60" MIN., AMBULATORY STALL 3. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (IF PROVIDED) SHALL BE WITHIN 44" OF THE FLOOR. TRANSFER STALL (NO CLOSER AND NO LATCH) (CLOSER AND LATCH) - 4'-0" 2E z - - - - - - - - - - r----------------- C) N L* • I I I I I -----� Z M 8" 1110U_ I / 2EI I _ I I MIN. `"'' o CLEAR FLOOR AREA I _j_ "' I I � I " I � MIN. Q Q - ----------J a, I 36" MIN. I 42 MIN. • I I I I ELEVATION PLAN 4 39" MIN. ; 41" MAX. INSULATE ALL 8" MIN. I I I I W AMBULATORY STALL EXPOSED PIPES I I I I O 11" MIN. 9 12"1 11 42" PLAN SECTION Z �' M or, HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE �7 39" MIN. ; 41" MAX. 6 LAVATORY REQUIREMENTS (OPTION ,) (OPTION 2) 2 KNEE AND TOE CLEARANCE REQUIREMENTS W _ G-0.2 1/2"=1'-0" G-0.2 1/2"=1'-0" r------------- // 42" MIN. r------------- C / o°° / 1 5'-0" DIAMETER TURNING RADIUS O REQUIRED IN AT LEAST (1) M I LOCATION AT EACH ACCESSIBLE- -------�-� r ----- ----- AREA \ 22" MIN I I 22" MIN I I ^ I • x 15" 5" I I N MIN. MAX. 17"-19 ------------- x -- CLEAR- FLOOR I I I FLOOR AREA I I I L____ _______J CLEARANCES AT ENCLOSED STALLSz 60" MIN. I CD n HIGH UNIT I I o a I SPOUT LOW UNIT L LOCATION OTHER PLUMBING FIXTURES MAY NOT - - - - - - - - - J ;� "' 36" MIN. OVERLAP REQUIRED CLEAR SPACE AT`� FORWARD APPROACH PARALLEL TOILET. 48" MIN' `� APPROACH 56' MIN. HINGE APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE MANEUVERING CLEARANCE IN AN ALCOVE CLEAR PLAN SIDE ELEVATION FRONT ELEVATION (NO CLOSER AND NO LATCH) (CLOSER AND LATCH) FLOOR AREA OTHER REQUIRED CLEAR AREAS ARE ALLOWED TO OVERLAP. NOTE: AT LOCATIONS WITH 1 COOLER ONLY, MOUNT AT 0 I HEIGHT OF LOW UNIT I I aI �011F-FSO SCHRo• I24 MIN. I 24 MIN. �• F��,`, r5_%"\ DRINKING FOUNTAIN REQUIREMENTS ►� I G-0.2 1/2"=1'-0"I I I I z I I I I n"; �. ' 4v"i Y t 4 , ,� • CLEAR k I tldy CO 39" MIN. ; 41" MAX. FLOOR AREA i - - - - - - - - ' I I FF 48" MIN. " -- LATCH APPROACH, PULL SIDE LATCH APPROACH, PULL SIDE L _ _ _ _ _ J 12" 42" I I (NO CLOSER) (CLOSER) 30" MIN. m w CLEARANCES AT OPEN STALLS FORWARD PARALLEL MM _ _ _ _ _ _ _ _ _ _ _ _ 41-6w E* POSITION OF CLEAR FLOOR OR GROUND SPACE 12" 42" MIN. 36" MIN. " " 10 10 1OP-24" z Z MAX. 39"-41 VERTICAL 12" MAX. MAX. MAX GRAB BARUNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH 24" MIN. I I 24" MIN. I o FLUSH VALVE I 1 I I 48" MIN. CONTROL NOTES: >20", - - - - - - - - - - - - - - - - - 1. OPERABLE PARTS, SUCH AS HARDWARE SHALL BE 34" MIN. TO 48"MAX. ABOVE 20" MAX. 25" MAX. I I FINISH FLOOR OR GROUND. TOILET PAPER TOILET PAPER I I Z z �90 MIN. DISPENSER I DISPENSER 4er 2. MINIMUM CLEARANCE BETWEEN DOORS IN SERIES IS 48". z 3. DOOR HARDWARE SUPPLIER / INSTALLER SHALL ADJUST ALL DOOR HARDWARE sheet Name: 19 • L__ ______J FOR CORRECT OPERATING FORCES AN CLOSING SPEEDS. ACCESSIBILITY STANDARDS CLEAR FLOOR OR GROUND SPACE Proj #: Issue Date: 18" Z 170264 09-01-2017 SIDE ELEVATION REAR ELEVATION LATCH APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE Sheet No., (NO CLOSER) (CLOSER) UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH G=02 8 TOILET REQUIREMENTS 4 REACH RANGE REQUIREMENTS 3 MANEUVERING CLEARANCES AT DOORS REQUIREMENTS 1 CLEAR MANEUVERING CLEARANCE REQUIREMENTS • G-0.2 1/2"=1'-0" G-0.2 1/2"=1'4" G-0.2 1/2"=1'-0" Drawn By: Checked By: WB/KC KC w m O � J �C]2� = W D5 rn CL U it 0= Uoo nr►rrroi Mir nr nn►iTnnl r• DIM. A. CHILDREN'S CENTERLINE OF TOILET RANGES 1. AGES 3-4: 12" LOW, 12" HIGH 2. AGES 5-8: 12" LOW, 15" HIGH 3. AGES 9-12: 15" LOW, 18" HIGH DIM. B: CHILDREN'S TOILET SEAT HEIGHT RANGES 1. AGES 3-4: 11" LOW, 12" HIGH 2. AGES 5-8: 12" LOW, 15" HIGH 3. AGES 9-12: 15" LOW, 17" HIGH DIM, C: CHILDREN'S GRAB BAR HEIGHT RANGES 1. AGES 3-4: 18" LOW, 20" HIGH 2. AGES 5-8: 20" LOW, 25" HIGH 3. AGES 9-12: 25" LOW, 27" HIGH DIM. D: CHILDREN'S TOILET PAPER DISPENSER HEIGHT RANGES 1. AGES 3-4: 14" LOW, 14" HIGH 2. AGES 5-8: 14" LOW, 17" HIGH 3. AGES 9-12: 17" LOW, 19" HIGH 1 HERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 2. FAUCET CONTROLS, OPERATING MECHANISMS, ETC, SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB/F. LEVER -OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 3. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (IF PROVIDED) SHALL BE WITHIN 44" OF THE FLOOR. 4'-0" ----------� o � � C 1a oGo , CLEAR - - - - - FLOOR AREA-, LAVATORY PLAN INSULATE EXPOSED PIF LAVATORY SECTION 4'-6" Proj #: Issue Date: In 12" 42" MIN. VERTICAL Sheet No.: M CD Drawn By: MAX' GRAB BAR WB/KC TOILET SIDE ELEVATION FLUSH 39"-41" VALVE coo TOILET PAPER DISPENSER Cl 7 MIN. 9" MAX. M o c c M o p 1 HERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 2. FAUCET CONTROLS, OPERATING MECHANISMS, ETC, SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB/F. LEVER -OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 3. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (IF PROVIDED) SHALL BE WITHIN 44" OF THE FLOOR. 4'-0" ----------� o � � C 1a oGo , CLEAR - - - - - FLOOR AREA-, LAVATORY PLAN INSULATE EXPOSED PIF LAVATORY SECTION 36" MIN. 12" FLUSH VALVE CONTROL TOILET PAPER DISPENSER DIM. A c 5 (LOW) MIN. s (HIGH) MAX. TOILET REAR ELEVATION CHILDREN'S REACH RANGES 1. AGES 3-4: 20" LOW, 36"HIGH 2. AGES 5-8: 18" LOW, 40" HIGH 3. AGES 9-12: 16" LOW, 44" HIGH UNOBSTRUCTED FORWARD OR SIDE REACH CHILDREN RESTROOM REQUIREMENTS *** AGE RANGE FOR THE KIDS CLUB IS AGES 1-8. USE CRITERIA UNDERLINED ABOVE' • GIRLS WALL SIGNAGE (TYR) BRAILLE (TYP.) OFFICE LETTERS & NUMERALS SHALL BE RAISED 1/32, UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". WALL SIGN LETTERING RAISED 1/32" CORRESPONDING GRADE II BRAILLE EN o� NOTES. 1. USE ALL UPPERCASE CHARACTERS. 2. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR -SWING. MOUNT AT 60" TO CENTERUNE OF SIGN FROM FLOOR. REVIEW SPECIFIC REQUIREMENTS W/ SIGNAGE CONSULTANT. 3. LITERARY BRAILLE STANDARD DIMENSIONS: 3.1. DOT DIAMETER: 0.059" MIN., .063 MAX. 3.2. INTER -DOT SPACING: 0.090" MIN., .100" MAX. 3.3. HORIZONTAL SEPARATION BETWEEN CELLS: 0.241 " MIN., .300" MAX. 3.4. VERTICAL SEPARATION BETWEEN CELLS: 0.395" MIN., .400" MAX. 3.5. SEPARATION FROM RAISED TEXT / GRAPHICS: 0.375 MIN SIGNAGE REQUIREMENTS PROTRUDING OBJECTS: 1. PROJECTIONS FROM WALLS WIDTH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 4" MAX. 2. LEADING EDGE AT OR BELOW 27" MAY PROJECT ANY AMOUNT. 3. FREE STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 12" MAX. 4. PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE OF CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 5. MINIMUM HEM ROOM: 80" MAX. ELECTRICAL NOTES: 1. ELECTRICAL RECEPTACLES SHALL BE AT LEAST 15" ABOVE THE FLOOR. 2. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE 44" ABOVE THE FLOOR. 3. FIRE ALARM INITIATING DEVICES SHALL BE 44" ABOVE THE FLOOR, GROUND OR SIDEWALK. CENTERUNE OF CONTROLS 0 TYPICAL ACCESSORIES SUPPLIED BY OWNER 3� MOUNTING HEIGHT REQUIREMENTS 1/2"=1'-0" 20"-24" BENCH SECTION SHOWER HEAD SINGLE LEVER MIXING VALVE z E SAUNA ROOM - PLAN SAUNA REQUIREMENTS 1/2"=1'-0" EQUAL EQUAL 15" MAX SHOWER HEAD SINGLE LEVER MIXING VALVE OF SEAT FOLDING SHOWER SEAT gi=ff I Tull TRANSFER SHOWER CONTROL WALL ELEVATION CONTROL WALL ELEVATION i TRANSFER i AREA I L----------� 48" MIN. TRANSFER SHOWER PLAN (BEYOND). SHOWN FOR REFERENCE SHOWER HEAD AND CONTROLS FOLDING SHOWER SEAT z 22" MIN. 23" MAX. SEAT DESIGN 1'-01 FOLDING SHOWER 27" MAX SEAT. COORDINATE INSTALLATION WITH GRAB BARS TO ENSURE PROPER OPERATING CLEARANCE. LENGTH AS REQUIRED/ 6" FOR PLAN z� M ROLL -IN SHOWER CONTROL WALL ELEVATION CONTROL WALL ELEVATION Rn" MIN SHOWER REQUIREMENTS 1/2"= 1 1-01, 60" MIN. ROLL -IN SHOWER PLAN �1 SHOWER AND CO FOLDING SHOWER O N 7 M M a�,•'a � ¢' 60� 0 c a) 3 +H o sQ W 00 M r M N O o 0 0 CUD o U_ V) KipF F0��� BCH AR0016 e ' a Iz Sheet Name: ACCESSIBILITY STANDARDS Proj #: Issue Date: In 09-01-2017 Sheet No.: M CD Drawn By: Checked By: WB/KC TOILET SIDE ELEVATION 36" MIN. 12" FLUSH VALVE CONTROL TOILET PAPER DISPENSER DIM. A c 5 (LOW) MIN. s (HIGH) MAX. TOILET REAR ELEVATION CHILDREN'S REACH RANGES 1. AGES 3-4: 20" LOW, 36"HIGH 2. AGES 5-8: 18" LOW, 40" HIGH 3. AGES 9-12: 16" LOW, 44" HIGH UNOBSTRUCTED FORWARD OR SIDE REACH CHILDREN RESTROOM REQUIREMENTS *** AGE RANGE FOR THE KIDS CLUB IS AGES 1-8. USE CRITERIA UNDERLINED ABOVE' • GIRLS WALL SIGNAGE (TYR) BRAILLE (TYP.) OFFICE LETTERS & NUMERALS SHALL BE RAISED 1/32, UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". WALL SIGN LETTERING RAISED 1/32" CORRESPONDING GRADE II BRAILLE EN o� NOTES. 1. USE ALL UPPERCASE CHARACTERS. 2. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR -SWING. MOUNT AT 60" TO CENTERUNE OF SIGN FROM FLOOR. REVIEW SPECIFIC REQUIREMENTS W/ SIGNAGE CONSULTANT. 3. LITERARY BRAILLE STANDARD DIMENSIONS: 3.1. DOT DIAMETER: 0.059" MIN., .063 MAX. 3.2. INTER -DOT SPACING: 0.090" MIN., .100" MAX. 3.3. HORIZONTAL SEPARATION BETWEEN CELLS: 0.241 " MIN., .300" MAX. 3.4. VERTICAL SEPARATION BETWEEN CELLS: 0.395" MIN., .400" MAX. 3.5. SEPARATION FROM RAISED TEXT / GRAPHICS: 0.375 MIN SIGNAGE REQUIREMENTS PROTRUDING OBJECTS: 1. PROJECTIONS FROM WALLS WIDTH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 4" MAX. 2. LEADING EDGE AT OR BELOW 27" MAY PROJECT ANY AMOUNT. 3. FREE STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 12" MAX. 4. PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE OF CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 5. MINIMUM HEM ROOM: 80" MAX. ELECTRICAL NOTES: 1. ELECTRICAL RECEPTACLES SHALL BE AT LEAST 15" ABOVE THE FLOOR. 2. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE 44" ABOVE THE FLOOR. 3. FIRE ALARM INITIATING DEVICES SHALL BE 44" ABOVE THE FLOOR, GROUND OR SIDEWALK. CENTERUNE OF CONTROLS 0 TYPICAL ACCESSORIES SUPPLIED BY OWNER 3� MOUNTING HEIGHT REQUIREMENTS 1/2"=1'-0" 20"-24" BENCH SECTION SHOWER HEAD SINGLE LEVER MIXING VALVE z E SAUNA ROOM - PLAN SAUNA REQUIREMENTS 1/2"=1'-0" EQUAL EQUAL 15" MAX SHOWER HEAD SINGLE LEVER MIXING VALVE OF SEAT FOLDING SHOWER SEAT gi=ff I Tull TRANSFER SHOWER CONTROL WALL ELEVATION CONTROL WALL ELEVATION i TRANSFER i AREA I L----------� 48" MIN. TRANSFER SHOWER PLAN (BEYOND). SHOWN FOR REFERENCE SHOWER HEAD AND CONTROLS FOLDING SHOWER SEAT z 22" MIN. 23" MAX. SEAT DESIGN 1'-01 FOLDING SHOWER 27" MAX SEAT. COORDINATE INSTALLATION WITH GRAB BARS TO ENSURE PROPER OPERATING CLEARANCE. LENGTH AS REQUIRED/ 6" FOR PLAN z� M ROLL -IN SHOWER CONTROL WALL ELEVATION CONTROL WALL ELEVATION Rn" MIN SHOWER REQUIREMENTS 1/2"= 1 1-01, 60" MIN. ROLL -IN SHOWER PLAN �1 SHOWER AND CO FOLDING SHOWER O N 7 M M a�,•'a � ¢' 60� 0 c a) 3 +H o sQ W 00 M r M N O o 0 0 CUD o U_ V) KipF F0��� BCH AR0016 e ' a Iz Sheet Name: ACCESSIBILITY STANDARDS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: G=0,03 Drawn By: Checked By: WB/KC KC 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. (NEPA) 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. FISC: 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. FBC: 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. NEPA: 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 " " • 15.3. REQUIRED EGRESS, FBC: 3x0.2: 0.6 • " 20.3. REQUIRED EGRESS, FBC: 1 x0.2. 0.2 / 9.3. REQUIRED EGRESS, FBC: 65x0.2: 13.0 11.3. REQUIRED EGRESS. FBC: 2x0.2: 0.4 13.3. REQUIRED EGRESS, FBC: 18x0.2: 3.6 18.3. REQUIRED. EGRESS, FBC: 36x0.2 7.2 1.2. NEPA: 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: 30xO.2": 6.0' • " 15.4. REQUIRED EGRESS, NEPA: 0.6" " ' 20.4. REQUIRED EGRESS, NFPA: 0.0" / 9.4. REQUIRED EGRESS, NFPA: 143x0.2: 28.6 11.4. REQUIRED EGRESS, NFPA: 0.0 13.4. REQUIRED EGRESS, NFPA: 40x0.2: 8.0 18.4. REQUIRED EGRESS, NFPA: 36x0.2 7.2 1.3. REQUIRED EGRESS, FBC: 19x0.2 3.8' 3.5. ACTUAL EGRESS: 198" 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: 614.2 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• ANAL 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 16. POOL TOTAL AREA3246 S.F. 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: , 19. POOL EQUIPMENT ROOM: 360 S.F. RESTROOMS: 133 S.F. 14. WOMEN'S LOCKER ROOM: 785 S.F.(FBC), 527 S.F.(NFPA) TOTAL OCCUPANT LOAD (FBC): 510 OCCUPANTS 4.1. FBC: 50 S.F./OCC.: 86 OCCUPANTS 6.1. FBC: 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 2. STRETCHING/CARDIO: 2,439 S.F. 4.2. NFPA: 50 S.F./OCC.: 86 OCCUPANTS w 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 " 14.2. NFPA: 15 S.F./OCC.: 36 OCCUPANTS 17. POOL DECK: 1,646 S.F. 19.2. NFPA: N.A. 0 OCCUPANTS " TOTAL OCCUPANT LOAD (NFPA): 648 OCCUPANTS 2.1. FBC: 50 S.F/OCC.: 49 OCCUPANTS 4.3. REQUIRED EGRESS, FISC: 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: 1 x0.2" 0.2" 12.3. REQUIRED EGRESS, FBC: 3x0.2: 0.6 14.3. REQUIRED EGRESS, FBC: 16x0.2": 3.2" 17.1 > FBC: 30 S.F./OCC.: 55 OCCUPANTS 19.3. REQUIRED EGRESS, FBC: 2x0.2: 0.4 2.2. NFPA: 50 S.F./OCC.: 49 OCCUPANTS 4.4. REQUIRED EGRESS, NFPA: 86x0.2": 17.2" 6.4. REQUIRED EGRESS, NFPA: 22x0.2": 4.4" 8.4. REQUIRED EGRESS, NFPA: 118x0.2": 23.6" 10.4. REQUIRED EGRESS, NFPA: 0.0" 12.4. REQUIRED EGRESS, NFPA: 3x0.2 0.6" 14.4. REQUIRED EGRESS, NFPA: 36x0.2': 7,2" 17.2• NFPA: 30 S.F./OCC.: 55 OCCUPANTS 19.4. REQUIRED EGRESS, NFPA: 0.0" REQUIRED EGRESS WIDTH (FBC): 105 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: 720 14.5. ACTUAL EGRESS: 54" 17.3. REQUIRED EGRESS, FBC: 550.2: 11 19.5. ACTUAL EGRESS: 42n REQUIRED EGRESS WIDTH (NFPA): 149 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 17.4. REQUIRED EGRESS, NFPA: 55x0.2' 11" 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: 2 14.7. ACTUAL EXITS: 1 17.5. ACTUAL EGRESS: 108" 19.7. ACTUAL EXITS: 1 ACTUAL EGRESS WIDTH: 156", PRIMARY EXITS 2.6. REQUIRED EXITS: 2 17.6. REQUIRED EXITS: 2192'. SECOND. EXITS 2.7. PROVIDED EXITS: 3 17.7. ACTUAL EXITS: 3 3480, TOTAL (1.5� ��.88�� �,,5 1.5 it 3.3.1 cN) 3.4.2 3.7 �° ��`)5`� 5.3 (N)5.i 5.1.8 5.8 6.3 c�.7) i , 32'-0" 274-8 DOOR EGRESS CALCULATIONS 64'-0" 51'- 43'-0" 40'-10" 42'- " 32'-9" A DDuIADV rvrr. CA" " J. y j ( t` t ...... ............................... ..._ ..... ... ...... . �.. .... _.. ... 32'-0" 18'-11" 13'-10�" 5'-q- 23'_0" i i I i �i 11 <2 �i0:,rT�'-..:. f i 1 rr, r < � C ...... ...... .................. ....... ...... ...... 1 - i ..... ............................... _ ................... ...... L_............-_ �.... ...................................... ....- ...... ....................L......... i 1 I i 25'-5f ' 28'-11 ' A.1, DOOR EGRESS CAPACITY: 84"/0.2 = 420 OCCUPANTS. - 6-,23'-5' B. PRIMARY EXIT: 72" I 7'-9', 34-7', I I ( 10'-011, I U.R.R. I B.1. DOOR EGRESS CAPACITY: 72"/0.2 = 360 OCCUPANTS. T V.I.F. 5L ,-3. 18'-8" V.I.F. �, � V.I.F. � V.I.F. I � V.I.F. _- �, 106 i C. SECONDARY EXIT: 42" ,f 56'-8" �- 25'-8" �� 18 11' 22'-9- 42#-8*C.1. DOOR EGRESS CAPACITY: 42'/0.2 = 210 OCCUPANTS 18'-g, roe rg> ro, RISER D. SECONDARY EXIT: 36' FIRE O O 135 D.1. DOOR EGRESS CAPACITY: 36"/0.2 = 180 OCCUPANTS _ ._ , : ..: . , , . o E. SECONDARY EXIT 36 • • aw- 61i LG FT �'i I I ro F. SECONDARY EXIT: 36 I 53 FT I I _ COMM N PAI I I7 ' F.1. DOOR EGRESS CAPACITY: 36"/0.2 = 180 OCCUPANTS ` I) �" - +. rrr OF VEU� ' 1 I I roe roe G. SECONDARY EXIT: 42" : 1 -' G.1. DOR EGRESS CAPACITY:42"/.2 = 210 OCCUPANTS _� ____ IIII r°, :! - - I 29 FT a REQUIRED EGRESS WIDTH (FBC): 105" II I II ` I ro) REQUIRED EGRESS WIDTH (NFPA): 149' KIDS U8P-1, ELEC. I I I I I 1 Y G I'� ' 10 I ` I ' ro 133 ACTUAL EGRESS WIDTH: 156', PRIMARY EXITS � j 5 r� 192. SECONDARY EXITS 1 O I O ° 348", TOTAL II I 1 O• I I II I 1 1 roe ro, JAN. � r ....................... ...... .................... .......:..._ h... AEROBICS II 134 FT 196 �r LIFE SAFETY LEGEND 8 I I I ! I I - \, B - - - - ♦ EXIT ACCESS TRAVEL 1 I I BASKETBALL; I 137 O a ' 138 FT DISTANCE w a L J -- I rd, roe 1J L - - $ - - - - .a. - 1HR RATED WALL/SHAFT .......... ...... ................................. .:...............[................I�........................................:... ... , ... - ,a .... ...m ..._ CONSTRUCTION a� y J I I �► ' 1 - - 2HR RATED WALL/SHAFT ' ' STO. ro ro CONSTRUCTION VEST. I VEST. J 10 ♦ - - - - - - - - - - - - - - -228 FT ........ ® 1 109 FIRE EXTINGUISHER+CABINET LOC ::..:::::::::,:::::::s::::::::::::. .::......,............... �:.............. r::.: ��::::.::::.:::,::; 1 152 FT 126 - -• =t ION cp 4 Stretch Stretch fir1 Ire ch Stretch: i i gyp• o �� ♦ I 1 [ • sk y t P -- 1 1 ; -.. 1 .1. ; R. I t 5 227"'Ff "••�••� -�'----- ------�-J CIRCUIT 3 32 1 - - - - - I 1 139 I !� � � �NCILLAR 1 ' ,•• � :::,:, � � � .... x. i <y y I 1 aooao I - J A N� a. • I I W.T.R. ,5 �-� � I � •�� . - -- -- - 128 -- 1 3 I sA T.R. 114 I I l I I 1 C. 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AND SP 118 ri SO IA 1 3 I I I �....:................� I I -- I I 1 , SALES I I ---- ---- 1 2 I' I 1 I I I ' I I I I R CEP. I - I I I ..... I - I .............................................................................. ...................... ........ �... L zzr:1... Y • LJ 41 . .........:..........._ I ..:::..q:::::::::::::..:::::::::::::::.:::::::::::..:::::::::::::::::::::::::::::.::::::::::::::..:::::::::::-::::::I---------- ------- B.2 (N) f.......------- -----T-----J - 5 rwRRORs YI ORs 6l B.1 (N) ...................................................... - I I I :� .:�. C I k.� I I I - (N) . ... - - .. I I i . . . ........ ...... --------- ...... ............................. A.4 (f. _----------------- -- - - N - - - - - ------------------_--- .. . ........ . ....... ...... ....... ..... .......... .. ....... ...... ... ......... . ..... . ..... --- I :. •; y ----------- ...... ........ 14'-6" i 15'-10"......_.._._....--,,-8, I I I I I I I I I I I I I I I 14'-8" 30'-0" L 26'-4" 28'-8" 46'-0" 4' 1 5'-0" '-4 14'-4' 15,-b" ,-3 12,_9" 20'-11 " 13'-6" '-8" 16'-0' 4'-9' 30'2" 10'-1' g�_5• 10'-1j" '_ • 16'-0' 10'-0' .3 �1 14) 1.8'� w,11. (2�.� �,� 2.9 3.4,1 (N) ON) 3.8 (N) 4.8 (N)cN) 4.9 5.4 (N)(N) 5.6 6.2 cN) 67 cN) NORTH 1 FIRST FLOOR LIFE SAFETY PLAN G-0.4 3/32"=1'-0" � 0 J ° U1 Z ;�WwHw(LVOai mWiWz�b�- z0cnz N I W�_ � W O a W Z W O Z aWWZ w ��3v 00 U� a W W F - W C7 U W m 2 � U > 2 a O F - t- y a 2 W LL F- FIRST FLOOR wLr) I,0 Pro) #: Issue Data: z O N Sheet No.: G=004 Drawn By: M WB/KC KC y w � > 6°d Z o O -) Ix 31. D 10 05 a) 4r o= raQ W o i 00 M Ix0 M co L w N « o O « t cr L H M LU C a p O � o LL V) � 0 J ° U1 Z ;�WwHw(LVOai mWiWz�b�- z0cnz N I W�_ � W O a W Z W O Z aWWZ w ��3v 00 U� a W W F - W C7 U W m 2 � U > 2 a O F - t- y a 2 W LL F- Sheet Name: FIRST FLOOR LIFE SAFETY PLAN Pro) #: Issue Data: 170264 09-01-2017 Sheet No.: G=004 Drawn By: Checked By: WB/KC KC o co � o a 1= 0 a N Z s Sheet Name: FIRST FLOOR LIFE SAFETY PLAN Pro) #: Issue Data: 170264 09-01-2017 Sheet No.: G=004 Drawn By: Checked By: WB/KC KC GENERAL 1. THE DRAWINGS, SPECIFICATIONS, AND BID DOCUMENTS SHALL BE CONSIDERED COMPLIMENTARY. WHAT IS REQUIRED BY ONE SHALL BE CONSIDERED TO BE REQUIRED OF ALL WHERE CONFLICTS IN THE DOCUMENTS OCCUR, THE CONTRACTOR SHALL ASSUME THAT MORE RESTRICTIVE CONDITION OR HIGHER QUALITY OR STANDARD APPLIES. LA. FITNESS AND THE ARCHITECT ASSUME THE CONTRACTOR HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED. 2. THESE NOTES APPLY TO THE DRAWINGS AND SPECIFICATIONS IN THEIR ENTIRETY. 3. DO NOT SCALE DRAWINGS, DIMENSIONS TAKE PRECEDENT. IF THE CONTRACTOR FEELS ADDITIONAL DIMENSIONAL INFORMATION IS REQUIRED, SUBMIT REQUEST TO ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 4. COMPLY WITH ALL OSHA, AND LOCAL, SAFETY REGULATIONS. 5. PROPERLY STORE AND PROTECT ALL MATERIALS. PROVIDE PROTECTION FROM THE WEATHER AND MOISTURE. WHERE RECOMMENDED BY THE PRODUCT MANUFACTURER, STORE PRODUCTS IN AN ENCLOSED, TEMPERATURE AND HUMIDITY CONTROLLED ENVIRONMENT. 6. DO NOT ORDER OR FABRICATE PRODUCTS AND MATERIALS UNTIL FINISHES, SAMPLES, COLORS, TEXTURES, AND ALL OTHER SUBMITTALS HAVE BEEN REVIEWED BY THE ARCHITECT. DO NOT PERFORM ANY WORK RELATED TO PRODUCTS AND MATERIALS UNTIL SUBMITTALS HAVE BEEN REVIEWED BY THE ARCHITECT. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING WORK AND REPLACING PRODUCTS AND MATERIAL WHERE THE CONTRACTOR HAS FAILED TO FOLLOW REVIEW PROCEDURE. 7. COORDINATE INSTALLATION OF ALL UTILITIES, PLUMBING FIXTURES, WALL LIGHT SCONCES, AND ACCESSORIES WITH THE INTERIOR DESIGN DRAWINGS. THERE ARE CRITICAL ALIGNMENTS WITH CASEWORK AND TILE WORK, ESPECIALLY IN THE LOCKER ROOMS, MENS AND WOMENS TOILET AND SHOWER ROOMS, UNISEX RESTROOM AND POOL SHOWER. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING INSTALLATION OF THESE ITEMS IF THE WORK HAS NOT BEEN PROPERLY COORDINATED. 8. ALL LANDING SIZES AND DOOR CLEARANCES SHALL COMPLY WITH AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS. SEE ACCESSIBILITY STANDARDS SHEETS. PERFORMANCE OF WORK 9. ALL WORK MUST BE PERFORMED IN COMPLIANCE WITHIN THE RULES OF THE LOCAL AUTHORITIES) HAVING JURISDICTION. THE CONTRACTOR SHALL PROCURE ALL REQUIRED LICENSES AND PERMITS PRIOR TO THE START OF CONSTRUCTION AND POST ALL REQUIRED DOCUMENTS ON THE JOBSITE IN AN OBVIOUS, SECURE LOCATION. 10. WHERE REQUIRED BY LOCAL AUTHORITIES, CONTRACTOR SHALL SUBMIT ENGINEERED AND SEALED SHOP DRAWINGS AND OTHER SUBMITTALS AS REQUIRED. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, RAILING SUBMITTALS, STAIR SHOP SUBMITTALS, FIRE SUPPRESSION SUBMITTALS, FIRE ALARM SUBMITTALS, AND U.L RATED ASSEMBLY AND PENETRATION/JOINT ASSEMBLIES. CONTRACTOR SHALL OBTAIN APPROVAL OF LOCAL AUTHORITIES FOR ALL REQUIRED SUBMITTALS PRIOR TO PROCEEDING WITH THE WORK. 11. ASSUMED FINISH FLOOR IS 100.00'. COORDINATE WITH CML DRAWINGS. NOTE THAT CML MAY BE OUTSIDE OF THIS CONTRACT; EITHER CONTRACTED BY L.A. FITNESS SEPARATELY OR ADDRESSED BY THE LANDLORD. 12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROPERLY LAYING OUT THE WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF THE WORK FOR RESOLUTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING WORK THAT IS ERRONEOUSLY LAID OUT, EITHER THROUGH FAULT OF THEIR OWN OR THEIR SUBCONTRACTORS, OR THROUGH FAILURE TO NOTIFY THE ARCHITECT OF DISCREPANCIES. THERE ARE SEVERAL TYPICAL ITEMS TO NOTE: 12.1. AS SHOWN IN THE DRAWINGS, MANY STRUCTURAL COLUMNS FOR THIS PROJECT ARE LOCATED WITHIN WALL CONSTRUCTION. THESE COLUMNS SHALL BE CONCEALED WITHIN WALL CONSTRUCTION WITH THE FINISH WALL SURFACES FLUSH WITH ADJACENT CONSTRUCTION. CONSTRUCTION NOT IN COMPLIANCE WITH THE DESIGN INTENT SHOWN IN THE DOCUMENTS WILL NOT BE ACCEPTED, UNLESS SHOWN IN THE DOCUMENTS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 12.2. AS SHOWN IN THE DRAWINGS, ALL ROOF DRAINS AND OVERFLOW ROOF DRAIN VERTICAL LINES SHALL BE CONCEALED IN WALL CONSTRUCTION WITH THE FINISH WALL SURFACES FLUSH WITH ADJACENT CONSTRUCTION. CONSTRUCTION NOT IN COMPLIANCE WITH THE DESIGN INTENT SHOWN IN THE DOCUMENTS WILL NOT BE ACCEPTED. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 12.3. AS SHOWN IN THE DRAWINGS, FIRE EXTINGUISHER CABINETS ARE TO BE RECESSED INTO THE WALL CONSTRUCTION. THESE CABINETS SHALL ALL BE THE SAME STYLE AND INSTALLATION; METAL BOX CABINETS WITH VISION LITE AND INTEGRAL LETTERING. SEMI -RECESSED MAY BE REQUIRED DUE TO WALL FRAMING DEPTH LIMITATIONS. BUBBLE TYPE CABINETS SHALL NOT BE ACCEPTED. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND CONFIRM CABINETS AND RECESS DEPTH PRIOR TO SUBMITTING SHOP DRAWINGS AND PRODUCT DATA FOR FIRE EXTINGUISHER CABINETS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 12.4. PRIOR TO STARTING THE WORK, CONTRACTOR SHALL VERIFY ALL FRAMING REQUIREMENTS FOR MECHANICAL EQUIPMENT, MECHANICAL CHASES, PLENUMS, CABINETS, PLUMBING/ELECTRICAL BANKS, AND OTHER CONSTRUCTION ITEMS WITHIN THE BUILDING BUT NOT SPECIFICALLY DETAILED IN THE DOCUMENTS. 12.5. CONTRACTOR SHALL COORDINATE AND LOCATE ALL UNDERGROUND UTILITIES PRIOR TO POURING THE SLAB. CONTRACTOR SHALL COORDINATE WITH ALL CASEWORK AND WALL CONSTRUCTION. LOCATION OF UTILITIES AT RECEPTION DESKS, SALES, DESKS, TRAINER DESKS, AND JUICE BARS SHALL BE CONSIDERED CRITICAL. THIS INCLUDES, BUT IS NOT LIMITED TO, ELECTRICAL AND DATA/LOW VOLTAGE, LIFE SAFETY, CONTROLS, PLUMBING, AND FLOOR SINKS AT THE JUICE BAR. 12.6. L.A. FITNESS HAS SEVERAL OUTSIDE VENDORS THAT WILL PERFORM WORK DURING THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL BLOCKING, WITH THESE VENDORS THIS INCLUDES, BUT IS NOT LIMITED TO GRAPHICS; ZOOM NATE ALL WORK INCLUDING ALL REQUIRED L , COORDINATE Q , T.V./GENERAL TELEVISIONS; MISCELLANEOUS TOILET, BATH, AND SANITATION ACCESSORIES PROVIDED BY OTHERS; DEFIBRILLATORS; WALLET LOCKERS; AND ALL OTHER ITEMS REQUIRED FOR COMPLETION OF THE PROJECT. 12.7. FOR PROJECTS BEING CONSTRUCTED IN EXISTING BUILDINGS OR ADJOINING EXISTING OR CONCURRENT WORK BEING PERFORMED BY OTHERS, THE CONTRACTOR SHALL CONFIRM ALL CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. THIS SHALL BE CONSIDERED CRITICAL WHERE DISCREPANCIES OCCUR AT THE JUNCTURE BETWEEN WORK WITH ADJACENT CONTRACTORS OR LANDLORD TENANT SPACES/LIMITS. 12.8. ALL NEW CONSTRUCTION ADJOINING EXISTING SHALL BE FRAMED, ALIGNED AND FINISHED AS TO PRESENT NO EVIDENCE OF ATTACHMENT. NEW CONSTRUCTION SHALL ALIGN AND BE FLUSH WITH EXISTING ADJACENT CONSTRUCTION. MASONRY OR CONCRETE CONSTRUCTION SHALL BE SEPARATED FROM ADJACENT WITH A SEALED CONTROL JOINT. GYPSUM BOARD SHALL BE TAPED AND FINISHED FOR FLUSH, CONTINUOUS APPEARANCE; REMOVE ALL EXISTING GYPSUM BOARD TRIM AS REQUIRED TO COMPLETE THIS. 13. INSTALL ALL EQUIPMENT, ACCESSORIES AND MANUFACTURED ITEMS IN STRICT COMPLIANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 14. RESIDENTIAL GRADE CONSTRUCTION COMPONENTS SHALL NOT BE ACCEPTED. 15. ALL FASTENINGS AND ATTACHMENTS SHALL BE FULLY CONCEALED, UNLESS NOTED OTHERWISE IN THE DRAWINGS. 16. ALL WORK ON THE PROJECT SHALL BE PERFORMED BY QUALIFIED CONTRACTORS WITH A MINIMUM OF (5) YEARS OF EXPERIENCE WITH THIS TYPE AND QUALITY OF CONSTRUCTION. 17. CONTRACTOR SHALL VERIFY ALL DOOR ROUGH OPENING DIMENSIONS. 18. CONTRACTOR SHALL VERIFY ALL MATERIALS EXPOSED WITHIN PLENUM SPACES HAS A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS AS DETERMINED BY ASTEM E 84. REFER TO MECHANICAL DRAWINGS FOR PLENUM LOCATIONS. COORDINATION DRAWINGS 1. CONTRACTOR SHALL SUBMIT COLOR COORDINATION DRAWINGS FOR REVIEW AS PART OF THE SUBMITTAL PROCESS. THIS SHALL INCLUDE ALL MECHANICAL, ELECTRICAL, PLUMBING, AND LIFE SAFETY SYSTEMS AND THEIR RELATIONSHIP TO WALL AND CEILING CONSTRUCTION. AS PART OF THE SUBMITTAL, THE CONTRACTOR SHALL CLOUD AND NOTE ALL CONFLICTS FOR THE ARCHITECT'S REVIEW AND PROVIDE SUGGESTIONS FOR CORRECTIVE ACTION. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK ASSOCIATED WITH THIS SUBMITTAL PRIOR TO REVIEW AND RESOLUTION OF CONFLICTS. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CORRECTIONS REQUIRED, CAUSED BY EITHER IMPROPERLY PREPARED COORDINATION DRAWINGS OR PROCEEDING WITH WORK PRIOR TO REVIEW OF THE SUBMITTAL CUTTING, PATCHING. AND DEMOLITION 1. EACH MISCELLANEOUS INCIDENCE OF CUTTING, PATCHING, AND SELECTIVE DEMOLITION IS NOT CALLED OUT IN THESE DRAWINGS. CONTRACTOR SHALL PROVIDE ALL NECESSARY CUTTING, PATCHING AND SELECTIVE DEMOLITION AS REQUIRED TO COMPLETE THE WORK. 2. ALL CUTTING, PATCHING, AND DEMOLITION WORK SHALL BE PERFORMED NEATLY AND CLEANLY AND IN COMPLIANCE WITH ALL LOCAL REGULATIONS. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR, REFURBISHMENT, OR REPLACEMENT OF ALL DISTURBED MATERIALS. CONTRACTOR SHALL MATCH ADJACENT CONSTRUCTION AND MATCH ADJACENT FINISHES. WHERE ADJACENT FINISHES ARE NO LONGER ACCEPTABLE, CONTRACTOR SHALL PROPOSE ALTERNATE PRODUCTS FOR THE ARCHITECT TO REVIEW. 4. CONTRACTOR SHALL PROPERLY LOCATE ALL REINFORCING AND STRUCTURAL ELEMENTS PRIOR TO PROCEEDING WITH ANY CUTTING OR SELECTIVE DEMOLITION. 5. CONTRACTOR SHALL PROPERLY CAP AND/OR REMOVE ALL ABANDONED UTILITIES. COMPLY WITH ALL LOCAL CODE REQUIREMENTS. CORK 1. ALL SETEWORK, INCLUDING EXCAVATION, BACKFILL, AND UTILITIES SHALL BE CONSTRUCTED IN COMPLIANCE WITH LOCAL REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL SOIL AND EROSION CONTROL REQUIREMENTS WITH THE LOCAL AUTHORITIES. 2. FOR PROJECTS WHERE SITE WORK IS BY OTHERS OR IS AN EXISTING CONDITION, THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE EXISTING CONDITIONS OR WITH THE WORK BEING PERFORMED BY OTHERS. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 3. DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 4. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES OR UTILITIES BEING INSTALLED BY OTHERS. CONCRETE 1. ALL CONCRETE WORK SHALL BE PERFORMED WITHIN ALL APPLICABLE AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS, THE PROJECT SPECIFICATIONS, AND AS NOTED AND SHOWN IN THE STRUCTURAL DRAWINGS. 2. PREPARE CONCRETE SURFACES TO RECEIVE ALL FINISH FLOOR MATERIALS. COORDINATE WITH FLOORING MANUFACTURER'S REQUIREMENTS. 3. CONCRETE FINISH FLOOR LEVELNESS SHALL COMPLY WITH ACI 117/ASTM E 115 FOR FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL). FF =30, FL = 20. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING ALL AREAS NOT MEETING THESE CRITERIA. CONTRACTOR SHALL SUBMIT PROPOSED CORRECTIVE ACTIONS AND MATERIALS TO THE ARCHITECT FOR REVIEW PRIOR TO PROCEEDING WITH THE CORRECTIONS. 4. SIGNIFICANT AREAS OF THE SLAB ARE RECESSED TO RECEIVE EITHER WOOD ATHLETIC FLOORING OR THICKSET MORTAR BEDS FOR SLOPED TILE INSTALLATION. COORDINATE THE EXTENT OF THESE RECESSES WITH THE WALL LAYOUTS SHOWN AND THE (SUB)CONTRACTORS PERFORMING THE WOOD ATHLETIC FLOORING AND TILE INSTALLATIONS. 5. WHERE INDICATED IN THE DRAWINGS, PROVIDE INTEGRALLY SLOPED FLOORS. IF REQUIRED, BLOCK OUT AREAS AND POUR SEPARATELY TO ENSURE PROPER SLOPING. 6. PROVIDE CONCRETE CURBS AT LOCATIONS INDICATED IN THE DRAWINGS. COORDINATE WITH WALL LOCATIONS, RECESSED SLAB LOCATIONS, INTEGRALLY SLOPED FLOOR LOCATIONS, AND WALL OPENING LOCATIONS. SEE STRUCTURAL DRAWINGS FOR DETAILS. PROVIDE INTEGRAL WATERSTOPS AT ALL LOCATIONS. 7. PROVIDE UNDER -SLAB VAPOR BARRIER AT ALL LOCATIONS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. TAPE AND SEAL ALL JOINTS AND PENETRATIONS PER MANUFACTURER'S WRITTEN INSTRUCTIONS, OVERLAP MATERIALS AS DIRECTED. AT JUNCTURE WITH WALLS AND OTHER IMPEDING CONSTRUCTION, SEAL VAPOR BARRIER TO THE WALL. 8. REPAIR ALL EXISTING CONCRETE SLABS AS REQUIRED, ENSURE LEVELNESS WITH ANY ADJACENT NEW WORK. GRIND JUNCTURE AS REQUIRED TO ADDRESS ANY CUPPING/RIDGES. MASONRY 1. ALL MASONRY WORK SHALL BE PERFORMED WITHIN ALL APPLICABLE AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS, NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS (NCMA), MASONRY INSTITUTE OF AMERICA (MIA), THE PROJECT SPECIFICATIONS, AND AS NOTED AND SHOWN IN THE STRUCTURAL DRAWINGS. 2. ALL EXISTING MASONRY WALLS TO REMAIN OR AFFECTED BY DEMOLITION SHALL MAINTAIN THEIR ORIGINAL RATING. WHERE REPAIR IS REQUIRED, INSTALL MASONRY OF EQUAL TYPE, FINISH, COLOR AND SIZE. IF SAME IS UNAVAILABLE, PROPOSE ALTERNATE MEANS OF REPAIR FOR REVIEW, WITH THE INTENT TO MATCH EXISTING AS CLOSE AS POSSIBLE. 3. PROVIDE FINISHED END UNITS AT ALL WALL OPENINGS. 4. PROVIDE SPECIAL SHAPES, FINISHES, AND COLORS AS REQUIRED FOR A COMPLETE INSTALLATION. 5. CONTRACTOR SHALL CUT UNITS TO FIT AS REQUIRED WITH A WATERCOOLED MASONRY SAW. BROKEN, CHIPPED, OR OTHERWISE DAMAGED UNITS WILL NOT BE ACCEPTED. STRUCTURAL FRAMING AND METAL FABRICATIONS 1. ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED WITHIN ALL APPLICABLE AMERICAN INSTITUTE OF STEEL (AISC) STANDARDS, THE PROJECT SPECIFICATIONS, AND AS NOTED AND SHOWN IN THE STRUCTURAL DRAWINGS. 2. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL STEEL FRAMING, MISCELLANEOUS STEEL, AND METAL FABRICATIONS. CONTRACTOR SHALL SUBMIT SEALED, ENGINEERED SHOP DRAWINGS FOR ALL STAIRS AND RAILINGS. 3. SHOP GALVANIZE AND SHOP PRIME ALL EXTERIOR METAL FABRICATIONS. PLUG ALL DRAIN HOLES FROM THE GALVANIZING PROCESS IN THE SHOP. FINAL PAINT SHALL BE FIELD APPLIED. 4. UNLESS SPECIFIC MANUFACTURER AND MODEL INFORMATION IS PROVIDED IN THE DRAWINGS, METAL FABRICATIONS SHOWN IN THE ARCHITECTURAL DRAWINGS ARE FOR INTENT ONLY. CONTRACTOR SHALL MATCH DESIGN INTENT AS CLOSELY AS POSSIBLE WITH STANDARD MANUFACTURED COMPONENTS, CASTINGS, FABRICATIONS, ETC. SUBMIT PRODUCT DATA TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 5. PROVIDE FINISH METAL WORK IN ALL EXPOSED AREAS. ALL FINISH METAL WORK SHALL BE FREE OF DEFECTS. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL BURRS, NICKS, PRODUCTION MARKS, ROUGHLY FINISHED SURFACES AND CUTS, AND OTHER SURFACE DEFECTS. CONTRACTOR SHALL CORRECT ALL DEFECTS TO PROVIDE A SMOOTH, EVEN SURFACE. 5.1. FINISHED METAL WORK INCLUDES, BUT IS NOT LIMITED TO, ROOF "CROWN" ELEMENTS, EXPOSED STEEL COLUMNS, EXPOSED STAIR FRAMING, RAILING ASSEMBLIES, WALL MOUNTED HANDRAILS, METAL FABRICATIONS SUPPORTING EQUIPMENT OR ACCESSORIES, AND ALL LADDERS AND LADDER CAGES. 5.2. ALL EXPOSED WELDS SHALL BE KEPT TO A CONSISTENT SIZE; GRIND EXPOSED WELDS TO A SMOOTH, CONSISTENT APPEARANCE. 5.3. STAINLESS STEEL/ALUMINUM SHALL BE FREE OF DISCOLORATION FROM WELDING AND FABRICATION; CONTRACTOR SHALL RETURN ALL SURFACES TO ORIGINAL FINISH CONDITION, INCLUDING, BUT NOT LIMITED TO, COLOR, FINISH, AND SURFACE PATTERN/GRAINING. 5.4. REPETITIVE ELEMENTS, SUCH AS RAILING ASSEMBLIES, SHALL BE FABRICATED TO SAME LEVEL OF APPEARANCE AND DIMENSIONS. COLD FORMED AND LITE GAUGE METAL FRAMING 1. ALL COLD FORMED METAL FRAMING AND LTTE GAUGE METAL FRAMING SHALL BE DESIGNED TO ALL APPLICABLE AMERICAN IRON AND STEEL INSTITUTE (AISI) STANDARDS, THE PROJECT SPECIFICATIONS, AND AS NOTED AND SHOWN IN THE STRUCTURAL DRAWINGS. 1.1. IF NOT INDICATED IN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS, DESIGN CRITERIA FOR INTERIOR LITE GAUGE METAL WALL FRAMING SHALL BE L/240 FOR DEFLECTION AND 5PSF FOR PRESSURE AND FOR CEILING FRAMING SHALL BE L/360 FOR DEFLECTION AND 5 PSF FOR PRESSURE. AS NOTED BELOW, COMPLY WITH SPECIAL CRITERIA FOR RACQUETBALL COURT WALL FRAMING. 2. UNLESS SPECIFICALLY DESIGNED IN THE STRUCTURAL DRAWINGS, THE GAUGE AND SPACING OF METAL STUDS IS TO SHOW INTENT ONLY AND ARE THE MINIMUM DESIGN REQUIREMENT. STUD DEPTH SHALL REMAIN AS INDICATED (EXCEPTION: STUD GAUGE MAY CHANGE WHERE REQUIRED TO PROPERLY ALIGN WALL FINISH SURFACES. SUBMIT CHANGE(S) TO ARCHITECT FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK). CONTRACTOR SHALL SUBMIT SEALED, ENGINEERED SHOP DRAWINGS FOR ALL COLD FORMED AND LITE GAUGE METAL FRAMING. THERE ARE SEVERAL ITEMS OF NOTE: 2.1. RACQUETBALL COURT WALLS HAVE SPECIFIC FRAMING LOAD REQUIREMENTS. COMPLY WITH NOTES INDICATED IN THE DRAWINGS. COORDINATE WITH THE RACQUETBALL COURT MANUFACTURER. 2.2. THE "POOL BEAMS" SPANNING THE POOL ARE ONLY SUPPORTED AT POINT LOCATIONS. DEPENDING UPON THE L.A. FITNESS MARKET, THE BEAMS ARE EITHER SOLELY SUPPORTED AT THE ENDS, OR SUPPORTED AT THE ENDS AND AT (2) INTERNAL POINTS. SEE DETAILS FOR THE PROJECT TO CONFIRM. CONTRACTOR SHALL DESIGN "POOL BEAM" AND SUPPORTS AND ATTACHMENTS. "POOL BEAM" SHALL BE TREATED AS A FREE -SPANNING TRUSS. STRUCTURAL STEEL WILL BE PROVIDED AT EACH END OF EACH BEAM FOR SUPPORT, SEE STRUCTURAL DRAWINGS. STEEL FRAMING WILL BE COMPLETELY CONCEALED INSIDE THE BEAM AND ADJACENT SOFFIT CONSTRUCTION. COORDINATE "POOL BEAM' DESIGN WITH STRUCTURAL STEEL SUPPORTS. 2.3. PROVIDE DEFLECTION TRACKS AT THE HEAD OF ALL WALLS. 2.4. WHERE RATED WALLS OCCUR, PROVIDE STUD GAUGES THAT MEET THE REQUIREMENTS OF THE INDICATED U.L. ASSEMBLY, EVEN IF THE GAUGE IS GREATER THAN INDICATED IN THE DOCUMENTS. 3. AT WET AREAS, PROVIDE METAL STRAP BLOCKING FOR WALL MOUNTED ACCESSORIES, IN LIEU OF FIRE -RETARDANT TREATED WOOD BLOCKING. LA. FITNESS AND THE ARCHITECT WILL NOT ACCEPT WOOD BLOCKING AT WET LOCATIONS. CORRECTION OF THE WORK WILL SOLELY BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL STUD FRAMING AT EXTERIOR LOCATIONS AND AT INTERIOR WET/HUMID LOCATIONS SHALL BE HOT -DIPPED GALVANIZED. 5. VARIOUS CHANGES IN PLANE MAY OCCUR AT EXTERIOR WALL FRAMING. THIS INCLUDES, STEPS IN VERTICAL WALLS, SOFFIT OFFSETS, ART FRAMES, DOUBLE STUD WALLS, AND PROJECTING GYPSUM BOARD FRAMES AND ENTRANCES. THE ARCHITECTURAL DRAWINGS DESIGNATE SIGNIFICANT CHANGES IN PLANE; BUT ADDITIONAL CHANGES IN PLANE MAY OCCUR. CONTRACTOR SHALL COORDINATE ALL FRAMING WITH THE CHANGES OF PLANE SHOWN IN THE INTERIOR DESIGN DRAWINGS. THESE ARE DESIGNATED AS + AND - DIMENSIONS ON THE INTERIOR ELEVATIONS. WOOD AND PLASTIC 1. ALL WOOD BLOCKING, FRAMING, AND PLYWOOD SHEATHING/PANELS USED IN THE WORK, BOTH INTERIOR AND EXTERIOR, SHALL BE FIRE -RETARDANT TREATED. ALL EXPOSED PLYWOOD SHEATHING SHALL BE FINISH GRADE AND FREE OF DEFECTS. 2. PROVIDE WOOD BLOCKING BEHIND WALL AND CEILING MOUNTED ACCESSORIES, EQUIPMENT, AND AT ALL ANCHOR LOCATIONS. THIS INCLUDES THOSE PROVIDED BY L.A. FITNESS VENDORS (EXCEPTION: PROVIDE METAL STRAP BLOCKING AT WET AREAS AS NOTED ABOVE). 3. ALL CASEWORK SHALL COMPLY WITH ARCHITECTURAL WOODWORK INSTITUTE (AWI) ARCHITECTURAL WOODWORK CONSTRUCTION AND QUALITY STANDARDS, THE PROJECT SPECIFICATIONS, AND AS NOTED AND SHOWN IN THE INTERIOR DESIGN DRAWINGS. 3.1. INDICATE SEAMING LOCATIONS AND PATTERN DIRECTIONS ON ALL SHOP DRAWINGS; LOCATE SEEMS SYMMETRICALLY AND AS INCONSPICUOUSLY AS POSSIBLE. UNLESS NOTED OTHERWISE IN THE DRAWINGS, PATTERNS SHALL BE INSTALLED IN THE SAME DIRECTION. 3.2. ALL HARDWARE SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT (ADA). 3.3. ALL FINISHES SHALL MATCH THE ARCHITECT'S SAMPLE. 3.4. ALL EXPOSED SURFACES SHALL BE COVERED IN SPECIFIED FINISH MATERIAL (WOOD VENEER, PLASTIC LAMINATE, SOLID SURFACE, ETC.) 3.5. PROVIDE PLASTIC GROMMETS, WITH COVER PLATES, AT ALL WIRING LOCATIONS REQUIRED FOR ELECTRONIC EQUIPMENT. IF NOT INDICATED IN DRAWINGS, SIZE SHALL BE 2 %"D; COLOR AS SELECTED BY THE ARCHITECT FROM THE MANUFACTURER'S FULL RANGE. 3.6. JOINTS IN SOLID SURFACE SHALL NOT BE READILY VISIBLE. FABRICATE FACES AND EDGE PROFILES AS SHOWN IN THE DRAWINGS. WHERE REQUIRED BY MATERIAL SURFACE LIMITATIONS, PROVIDE MITERED HORIZONTAL AND VERTICAL SECTIONS TO ENSURE PROPER EDGE TREATMENT. 3.7. CONCEAL ALL FASTENERS AND JOINTS. 3.8. FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SHOP DRAWINGS. NOTE ALL DISCREPANCIES IN THE SHOP DRAWINGS TO THE ARCHITECT FOR RESOLUTION. 3.9. CONSTRUCTION TOLERANCES SHALL BE 1/8' IN 10' FOR FLATNESS AND LEVELNESS. 3.10. EQUIPMENT OR PRE -MANUFACTURED ITEMS TO BE INSTALLED IN THE CASEWORK SHALL BE FULLY COORDINATED AND INSTALLED BY THE CONTRACTOR. ALL COMPONENTS SHALL BE NEATLY INSTALLED AND SET LEVEL WITH ADJACENT CONSTRUCTION. NEATLY SCRIBE AND/OR TRIM CASEWORK TO EQUIPMENT. 3.11. MILLWORK SHALL BE HANDLED WITH CLEAN GLOVES. CARRY, DO NOT DRAG CASEWORK. CONTRACTOR SHALL REPLACE ALL DAMAGED CASEWORK. SHIM CASEWORK AS REQUIRED USING CONCEALED SHIMS. SECURE TO ADJACENT CONSTRUCTION USING CONCEALED FASTENERS TO THE GREATEST EXTENT POSSIBLE. WHERE CONCEALED FASTENERS CANNOT BE USED, PROVIDE FASTENERS AT INCONSPICUOUS LOCATION APPROVED BY THE ARCHITECT. CASEWORK SHALL BE INSTALLED PROPERLY LEVELED, ALIGNED, AND SCRIBED WITH ADJACENT CONSTRUCTION 3.12. SEAL CASEWORK TO ADJACENT CONSTRUCTION WITH A CLEAR SILICONE SEALANT OR COLOR -MATCHED SILICONE SEALANT. 3.13. UNLESS SPECIFIC MANUFACTURER AND MODEL INFORMATION IS PROVIDED IN THE DRAWINGS, METAL FABRICATIONS SHOWN IN THE ARCHITECTURAL DRAWINGS ARE FOR INTENT ONLY. CONTRACTOR SHALL MATCH DESIGN INTENT AS CLOSELY AS POSSIBLE WITH STANDARD MANUFACTURED COMPONENTS, CASTINGS, FABRICATIONS, ETC. SUBMIT PRODUCT DATA TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. FIRE RATED ASSEMBLIES, FIRE -RESISTIVE JOINT SYSTEMS. AND FIREPROOFING 1. WHERE INDICATED IN THE DRAWINGS, PROVIDE U.L. LISTED FIRE -RESISTANCE RATED WALL FLOOR, AND/OR CEILING ASSEMBLIES. IF THE CONTRACTOR PROPOSES TO UTILIZE DIFFERENT ASSEMBLIES, CONTRACTOR SHALL SUBMIT SAID ASSEMBLIES TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING JURISDICTION FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. 1.1. FIRE -RESISTANCE RATED ASSEMBLIES SHALL BE CONTINUOUS; NO INTERRUPTION OF FINAL FIRE-RESISTANT MEMBRANE IS PERMITTED WITH PROTECTION WITH A FIRE -RESISTIVE PENETRATION ASSEMBLY. ENSURE ALL SURFACES ARE PROPERLY PROTECTED. 1.2. WHERE FIRE -RESISTANCE RATED WALL FLOOR, OR CEILING ASSEMBLIES INTERSECT ADJACENT CONSTRUCTION, THE FINAL FIRE-RESISTANT MEMBRANE SHALL CONTINUE PAST THE ADJACENT CONSTRUCTION, UNINTERRUPTED. 1.3. WHERE FIRE -RESISTANCE RATED WALL FLOOR, OR CEILING ASSEMBLIES ABUT ADJACENT CONSTRUCTION, THE FIRE-RESISTANT MEMBRANE SHALL RETURN ACROSS THE ABUTMENT, SEPARATING THE RATED ASSEMBLY FROM THE OTHER CONSTRUCTION. 2. ALL PENETRATIONS OF FIRE -RESISTANCE RATED ASSEMBLIES AND PERIMETER JOINT SYSTEMS OF FIRE -RESISTANCE RATED ASSEMBLIES SHALL BE PROTECTED WITH U.L. LISTED FIRE -RESISTIVE PENETRATION AND JOINT SYSTEMS. FIRE -RESISTIVE PENETRATION AND JOINT SYSTEMS SHALL ACHIEVE THE SAME RATING AS THE ASSEMBLY BEING PENETRATED. 2.1. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TYPE OF PENETRATIONS AND JOINT SYSTEMS TO BE PROTECTED AND SELECT APPROPRIATE ASSEMBLIES. 2.2. PROVIDE FIRE RESISTIVE JOINT SYSTEMS AT ALL HEAD OF WALL CONDITIONS WITH 50% MOVEMENT CAPACITY, COORDINATE WITH DEFLECTION TRACKS AT METAL STUD WALLS. ALLOW FOR MOVEMENT AT ALL OTHER FIRE -RESISTIVE JOINTS. 2.3. CONTRACTOR SHALL DEVELOP AND SUBMIT A FIRE -RESISTIVE JOINT SYSTEM SCHEDULE TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING JURISDICTION FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. INCLUDE ALL PRODUCT DATA AND U.L ASSEMBLY DATA AND DIAGRAMS. REFER TO MECHANICAL DRAWINGS FOR LOCATION OF ALL FIRE DAMPERS. FINISH TROWEL SMOOTH ALL FINISH SURFACES. 3. WHERE INDICATED IN THE DRAWINGS, PROVIDE U.L LISTED FIREPROOFING ASSEMBLIES FOR STRUCTURAL ELEMENTS. NOT ALL PROJECTS WILL RECEIVE FIREPROOFING; REFER TO CONSTRUCTION TYPE INFORMATION IN THE CODE INFORMATION ON THE COVER SHEET. 3.1. ASSEMBLIES AND ELEMENTS INDICATED IN THE DOCUMENTS ARE A GUIDE SHOWING GENERAL INTENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO PROCEEDING WITH THE WORK. 3.2. SHOP DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE U.L. ASSEMBLIES USED, THE EXTENT OF THE FIREPROOFING, THE THICKNESS(ES) OF THE FIREPROOFING (INCLUDING ON SECONDARY STRUCTURAL ELEMENTS SUCH AS BRACING), POTENTIAL CONFLICTS WITH OTHER CONSTRUCTION, AND ANY SPECIAL SURFACE PREPARATION REQUIRED. IF THE CONTRACTOR PROPOSES TO UTILJZE DIFFERENT ASSEMBLIES, CONTRACTOR SHALL SUBMIT SAID ASSEMBLIES TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING JURISDICTION FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL LABEL ALL RATED ASSEMBLIES AS REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION. CONFIRM REQUIREMENTS WITH THE LOCAL AUTHORITIES. WHERE LABELS WILL BE VISIBLE TO THE PUBLIC, REVIEW WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. THERMAL AND MOISTURE PROTECTION 1. PROVIDE THERMAL INSULATION AS INDICATED IN THE DRAWINGS. THERMAL INSULATION IS INDICATED AS AN 'R' VALUE, NOT A THICKNESS, THIS 'R' VALUE IS THE MINIMUM VALUE ACCEPTABLE. 1.1. CONTRACTOR SHALL PROVIDE THIS AS A MINIMUM. IF THE INSULATING MATERIALS DO NOT PRECISELY MATCH THE INDICATED 'R' VALUE, CONTRACTOR SHALL PROVIDE INSULATION FROM THE MANUFACTURER AT THE NEXT HIGHEST STANDARD 'R' VALUE FOR THE INSULATION. A LOWER 'R' VALUE WILL NOT BE ACCEPTED. 1.2. IF FOAM INSULATION PRODUCTS ARE USED AT THE INTERIOR OF THE BUILDING, THESE SHALL BE COMPLETELY ISOLATED FOR THE INTERIOR OF THE BUILDING, ESPECIALLY AT CONCEALED LOCATIONS AND IN CEILING CAVITIES. GYPSUM BOARD SHALL BE CONTINUOUS AT FOAM INSULATION LOCATIONS AND SEALED TIGHT TO ADJACENT CONSTRUCTION. 1.3. WHERE FOAMED -IN-PLACE INSULATION ARE INDICATED IN THE DRAWINGS TO SEAL JOINTS, PENETRATIONS, AND POTENTIAL VOIDS IN THE MAIN INSULATION, PROVIDE PLENUM RATED INSULATING MATERIALS. 2. WHERE INDICATED IN THE DRAWINGS, PROVIDE VAPOR BARRIERS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 2.1. TAPE AND SEAL ALL JOINTS AND PENETRATIONS PER MANUFACTURER'S WRITTEN INSTRUCTIONS, OVERLAP MATERIALS AS DIRECTED. 2.2. SEAL VAPOR BARRIER TIGHT TO ALL ADJACENT CONSTRUCTION, AT ROOF DECK ENSURE FULL SEAL AT ALL DECK FLUTES. 2.3. RETURN AND SEAL VAPOR BARRIER AT ALL WALL OPENINGS. 3. PROVIDE AIR AND WEATHER BARRIER AT ALL EXTERIOR SHEATHING. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 3.1. TAPE AND SEAL ALL JOINTS AND PENETRATIONS PER MANUFACTURER'S WRITTEN INSTRUCTIONS, OVERLAP AND FLASH MATERIALS AS DIRECTED. 3.2. SEAL AIR AND WEATHER BARRIER TIGHT TO ALL ADJACENT CONSTRUCTION, AT ROOF DECK ENSURE FULL SEAL AT ALL DECK FLUTES. 3.3. RETURN, SEAL, AND FLASH AIR AND WEATHER BARRIER AT ALL WALL OPENINGS. 3.4. COORDINATE AIR AND WEATHER BARRIER INSTALLATION WITH ROOF MEMBRANE INSTALLATION. ROOFING SYSTEM INSTALLATION IS TO RETURN OVER TOP OF PARAPET WALLS AND LAP ONTO AIR AND WEATHER BARRIER. ENSURE ROOFING SYSTEM IS INSTALLED OVER TOP OF WEATHER BARRIER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE ROOFING SYSTEM INSTALLATION. 4.1. ALL WORK SHALL COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) STANDARDS FOR THE ROOFING SYSTEM SPECIFIED, AND THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND DETAILS. 4.2. MISCELLANEOUS METAL FABRICATIONS FIELD FABRICATED GUTTERS, DOWNSPOUTS, COPINGS, ROOF EDGE TERMINATIONS, AND FASCIAS, ETC, SHALL COMPLY WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) ARCHITECTURAL SHEET METAL MANUAL (ASMM). FACTORY PREPARED FABRICATIONS SHALL COMPLY WITH THE MANUFACTURER'S STANDARDS. 4.3. DETAILS SHOWN IN THE DRAWINGS ARE TO ADDRESS GENERAL CONDITIONS EXPECTED TO BE ENCOUNTERED AND SHOW INTENT. 4.4. THERMAL INSULATION IS INDICATED AS AN 'R' VALUE, NOT A THICKNESS, THIS 'R' VALUE IS THE MINIMUM VALUE ACCEPTABLE. CONTRACTOR SHALL PROVIDE THIS AS A MINIMUM. IF THE INSULATING MATERIALS DO NOT PRECISELY MATCH THE INDICATED 'R' VALUE, CONTRACTOR SHALL PROVIDE INSULATION FROM THE MANUFACTURER AT THE NEXT HIGHEST STANDARD 'R' VALUE FOR THE INSULATION. A LOWER 'R' VALUE WILL NOT BE ACCEPTED. 4.5. CONTRACTOR SHALL PROVIDE TAPERED INSULATION AS INDICATED IN THE DRAWINGS, AND AS REQUIRED FOR POSITIVE DRAINAGE. PROVIDE TAPERED INSULATION AT ALL ROOF PENETRATIONS AT THE UPSLOPE SIDE OF T THE ROOF SLOPE. AP B TAPERED INSULATION SHALL E IN ADDITION TO THE MINIMUM INSULATION REQUIRED TO MEET THE SPECIFIED 'R' VALUE. 4.6. CONTRACTOR SHALL SEAL ALL VOIDS BETWEEN THE ROOF INSULATION AND PENETRATING ITEMS WITH PLENUM RATED ROOF INSULATION. AT LOCATIONS WHERE A ROOM OR SPACE HAS EXPOSED STRUCTURE, THE PENETRATING ITEMS SHALL EITHER BE PROVIDED WITH A MANUFACTURER SUPPLIED PIECE OF TRIM METAL OR ONE SHALL BE FABRICATED IN THE FIELD. 4.7. CONTRACTOR SHALL SUBMIT ROOFING SHOP DRAWINGS, SHOWING ALL DETAILS FOR THE INSTALLATION, PRIOR TO PROCEEDING WITH THE WORK. JOINT SEALANTS 1. CONTRACTOR SHALL INSTALL JOINT SEALANT AS NOTED IN DRAWINGS AND SPECIFICATIONS AND PER THIS SCHEDULE. PROVIDE BACKER ROD AS REQUIRED: 2. JOINT -SEALANT APPLICATION: EXTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. JOINT LOCATIONS: • CONTROL AND EXPANSION JOINTS IN BRICK PAVERS. • ISOLATION AND CONTRACTION JOINTS IN CAST -IN-PLACE CONCRETE SLABS. • JOINTS BETWEEN PLANT -PRECAST ARCHITECTURAL CONCRETE PAVING UNITS. • JOINTS IN STONE PAVING UNITS, INCLUDING STEPS. • TILE CONTROL AND EXPANSION JOINTS. • JOINTS BETWEEN DIFFERENT MATERIALS LISTED ABOVE. • OTHER JOINTS AS INDICATED. • JOINT SEALANT: URETHANE. • JOINT SEALANT BACKER ROD: PREFORMED FOAM. • IJOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. 3. JOINT -SEALANT APPLICATION: EXTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON TRAFFIC SURFACES. JOINT LOCATIONS: • CONSTRUCTION JOINTS IN CAST -IN-PLACE CONCRETE. • JOINTS BETWEEN PLANT -PRECAST ARCHITECTURAL CONCRETE UNITS. • CONTROL AND EXPANSION JOINTS IN UNIT MASONRY. • JOINTS IN DIMENSION STONE CLADDING. • JOINTS IN GLASS UNIT MASONRY ASSEMBLIES. • JOINTS IN EXTERIOR INSULATION AND FINISH SYSTEMS. • JOINTS BETWEEN METAL PANELS. • JOINTS BETWEEN DIFFERENT MATERIALS LISTED ABOVE. • PERIMETER JOINTS BETWEEN MATERIALS LISTED ABOVE AND FRAMES OF DOORS AND WINDOWS. • CONTROL AND EXPANSION JOINTS IN CEILINGS AND OTHER OVERHEAD SURFACES. • OTHER JOINTS AS INDICATED. • JOINT SEALANT: SEE SPECIFICATION. • JOINT SEALANT BACKER ROD: PREFORMED FOAM. • JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. 4. JOINT -SEALANT APPLICATION: INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. JOINT LOCATIONS: • ISOLATION JOINTS IN CAST -IN-PLACE CONCRETE SLABS. • CONTROL AND EXPANSION JOINTS IN STONE FLOORING. • CONTROL AND EXPANSION JOINTS IN BRICK FLOORING. • CONTROL AND EXPANSION JOINTS IN TILE FLOORING. • OTHER JOINTS AS INDICATED. • JOINT SEALANT: SEE SPECIFICATION. • JOINT SEALANT BACKER ROD: PREFORMED FOAM. • JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. 5. JOINT -SEALANT APPLICATION: INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON TRAFFIC SURFACE. JOINT LOCATIONS: • CONTROL AND EXPANSION JOINTS ON EXPOSED INTERIOR SURFACES OF EXTERIOR WALLS. • PERIMETER JOINTS OF EXTERIOR OPENINGS WHERE INDICATED. • TILE CONTROL AND EXPANSION JOINTS. • VERTICAL JOINTS ON EXPOSED SURFACES OF INTERIOR UNIT MASONRY AND CONCRETE WALLS AND PARTITIONS. • JOINTS ON UNDERSIDE OF PLANT -PRECAST STRUCTURAL CONCRETE BEAMS AND PLANKS. • PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS WINDOWS AND ELEVATOR ENTRANCES. • OTHER JOINTS AS INDICATED. • JOINT SEALANT, SEE SPECIFICATION. • JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. 6. JOINT -SEALANT APPLICATION: MILDEW -RESISTANT INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON TRAFFIC SURFACES. JOINT SEALANT LOCATION: • JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS. • TILE CONTROL AND EXPANSION JOINTS WHERE INDICATED. • JOINTS BETWEEN CASEWORK AND ADJOINING WALLS, FLOORS AND CEILINGS. • CONTROL JOINTS IN GYPSUM BOARD CEILINGS IN THE POOL AND SPA. • CONTROL AND ISOLATION JOINTS IN PORTLAND CEMENT PLASTER. • ALL JOINTS IN THE SHOWER ROOMS. • OTHER JOINTS AS INDICATED. JOINT SEALANT: SILICONE. JOINT -SEALANT COLOR: WHITE AT PLUMBING FIXTURES; CLEAR AT CASEWORK. 7. JOINT -SEALANT APPLICATION: INTERIOR ACOUSTICAL JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON TRAFFIC SURFACES. • JOINT LOCATION: JOINTS BETWEEN ACOUSTICAL CEILING TILES AND ADJOINING WALL CONSTRUCTION. • ACOUSTICAL JOINTS WHERE INDICATED. • OTHER JOINTS AS INDICATED. • JOINT SEALANT: ACOUSTICAL • JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. DOORS, WINDOWS, AND GLAZING 1. REFER TO SPECIFICATIONS FOR DETAILED INFORMATION FOR ALL DOOR HARDWARE, FLUSH WOOD DOORS, HOLLOWED METAL DOORS AND FRAMES, ALUMINUM STOREFRONT WINDOWS AND ENTRANCES, AND GLAZING. 2. ALL DOORS AND DOOR HARDWARE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS FOR ALL DOOR HARDWARE, FLUSH WOOD DOORS, HOLLOW METAL DOORS AND FRAMES, AN ALUMINUM STOREFRONT WINDOWS AND ENTRANCES. 4. ALL RATED DOORS AND FRAME SHALL BE PROVIDED WITH CODE COMPLIANT LABELS BY THE MANUFACTURER. CONTRACTOR SHALL NOT REMOVE OR PAINT OVER LABELS. 5. CONTRACTOR SHALL COORDINATE UNDERCUT ON ALL DOORS WITH FLOOR FINISH. ENSURE PROPER CLEARANCE AND OPERATION OF DOOR. 6. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. ALL EXTERIOR HOLLOW METAL DOORS SHALL BE INSULATED. 7. PROVIDE THERMALLY IMPROVED STOREFRONT WITH INSULATED GLASS UNITS WHERE INDICATED IN THE DRAWINGS, AT ALL EXTERIOR LOCATIONS, AND AT INTERIOR LOCAT10NS OF THE POOL/SPA AREA 8. ALL ALUMINUM FRAMES SHALL BE PROVIDED WITH PERIMETER GASKETING AT INTERIOR LOCATIONS AND EXTERIOR LOCATIONS. 9. ALL HOLLOW METAL DOORS SHALL HAVE FLUSH FACES WITH NO SEAMS. 10. ALL HOLLOW METAL FRAMES SHALL BE WELDED; KNOCK DOWN FRAMES WILL NOT BE ACCEPTED. 11. PROVIDE SILENCERS WITH ALL HOLLOW METAL FRAMES. PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR LOCATIONS. 12. ALL FLUSH WOOD DOORS SHALL BE FACTORY FINISHED, MATCH INFORMATION PROVIDED IN SPECIFICATIONS. 13. PROVIDE ADA COMPLIANT, THERMALLY -IMPROVED ALUMINUM THRESHOLDS AT ALL EXTERIOR LOCATIONS, COORDINATE THRESHOLD DEPTH WITH FIELD CONDITIONS PRIOR TO ORDERING. AT LOCATIONS WHERE THERE IS WOOD ATHLETIC FLOORING ADJACENT TO EXTERIOR DOORS, PROVIDE ONE PIECE, OVERSIZED THRESHOLD TO COVER THE DISTANCE BETWEEN THE EXTERIOR SILL CONSTRUCTION AND THE WOOD FLOOR. DO NOT ATTACH THE THRESHOLD TO THE WOOD FLOOR, FLOAT OVER THE FLOORING. 14. PROVIDE ADA COMPLIANT, THERMALLY IMPROVED ALUMINUM THRESHOLDS AT INTERIOR LOCATIONS WHERE INDICATED. 15. CAULK PERIMETER OF ALL DOOR FRAMES TO ADJACENT CONSTRUCTION. COLOR AS SELECTED BY THE ARCHITECT FROM THE MANUFACTURER'S FULL RANGE. 16. PROVIDE POLISHED EDGES AT ALL EXPOSED EDGES OF GLAZING AND MIRRORS. 17. ALL DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. ALTERNATIVELY, AT MAIN ENTRANCE ONLY, PROVIDE A READILY VISIBLE AND DURABLE SIGN ADJACENT TO OR ON THE DOOR STATING THAT 'THIS DOOR SHALL REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" WITH MINIMUM 1"H LETTERS ON CONTRASTING BACKGROUND. FINISHES 1. CONTRACTOR SHALL PREPARE ALL SUBSTRATES TO RECEIVE FINISH MATERIALS; COORDINATE REQUIREMENTS WITH MANUFACTURERS' REQUIREMENTS. PATCH FOR FINISH LEVEL AS REQUIRED. 2. COORDINATE ALL LAYOUTS AND FRAMING WITH INFORMATION PROVIDED IN THE INTERIOR DESIGN DRAWINGS. DIMENSIONS PERTAINING TO TILE LAYOUT SHALL BE CONSIDERED CRITICAL 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL FINISHES IN THESE DOCUMENTS UNLESS NOTED OTHERWISE. INSTALLATION OF ALL PRODUCTS WILL BE BY MANUFACTURER APPROVED OR TRAINED CONTRACTORS WITH A MINIMUM OF FIVE YEARS EXPERIENCE WORKING WITH THE PRODUCT. 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF (2) PHYSICAL SAMPLES OF THE FINISH PRODUCTS DURING THE SUBMITTAL REVIEW PROCESS - ONE FOR THE ARCHITECT'S RECORD AND ONE TO BE MAINTAINED AT THE SITE. 5. ALL INSTALLATION, PROTECTION, AND CARE INSTRUCTIONS SHALL COMPLY WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, AS NOTED IN THE SPECIFICATIONS, AND AS SHOWN IN THE INTERIOR DESIGN DOCUMENTS. 6. WHERE NEW FINISHES MEET EXISTING FINISHES, CONTRACTOR SHALL REMOVE EXISTING AND PREPARE FOR NEW TO BE APPLIED TO THE ENTIRE SURFACE FROM FLOOR TO CEILING AND BETWEEN THE NEAREST CORNERS, UNLESS NOTED OTHERWISE. NEW CONSTRUCTION MEETING EXISTING CONSTRUCTION IN THE SAME PLACE SHALL BE FLUSH WITH NO VISIBLE JOINT. 7. TYPICALLY, CHANGES IN FLOORING MATERIALS OCCUR UNDER THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. COORDINATE ALL FLOORING TRANSITION LOCATIONS WITH THE LAYOUTS SHOWN IN THE INTERIOR DESIGN DRAWINGS. 8. PROVIDE TRANSITIONS AT ALL CHANGES IN FLOORING MATERIAL. COORDINATE WITH THE INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION. 9. PROVIDE ALL NEW MATERIALS FOR THIS PROJECT. ALL MATERIALS SHALL COME FROM THE SAME BATCH, LOT, OR PRODUCTION RUN. FOR MATERIALS WITH A VARIED COLOR AND PATTERN, RANDOMLY SELECT AND BLEND DURING INSTALLATION. GYPSUM BOARD WALLS AND CEILINGS 1. ALL WALL CONSTRUCTION SHALL BE PLUMB AND ALIGNED TO A TOLERANCE OF 1/8" IN 10 FEET. 2. GYPSUM BOARD: 2.1. ALL GYPSUM BOARD WALL AND CEILING CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GYPSUM ASSOCIATION STANDARDS FOR FINISH LEVEL AND INSTALLATION. EXPOSED GYPSUM BOARD SHALL BE LEVEL 4 FINISH, TYPICAL. AT ART GRAPHIC FRAMES, PROVIDE LEVEL 5 FINISH. 2.2. ALL GYPSUM BOARD SHALL BE 5/8" THICK, UNLESS NOTED OTHERWISE IN THE DRAWINGS. 2.3. PROVIDE MOISTURE RESISTANT GYPSUM BOARD (USG FIBERROCK AQUATOUGH, OR EQUAL) AT ALL WALLS AND CEILINGS IN ALL RESTROOMS, POOL AND SPA, AND OTHER WET LOCATIONS. AT POOL AND SPA, PROVIDE 5/8' CEMENT BOARD AT BASE OF WALL, SEE WALL TYPES FOR CONSTRUCTION REQUIREMENTS. 2.4. PROVIDE 5/8" PORTLAND CEMENT PLASTER SYSTEM OVER METAL LATHE AT ALL SHOWER ROOM WALLS AND CEILINGS. 2.5. PROVIDE FIRE RESISTANT GYPSUM BOARD (TYPE X) WHERE REQUIRED TO COMPLY WITH RATED ASSEMBLIES. 2.6. PROVIDE MOISTURE RESISTANT, FIBERGLASS FACED EXTERIOR GYPSUM SHEATHING BOARD AT ALL EXTERIOR LOCATIONS WHERE PLYWOOD SHEATHING IS NOT BEING PROVIDED. 2.7. DRAWINGS INDICATE SPECIAL GYPSUM BOARD TRIMS, REVEALS, AND ACCESSORIES. PROVIDE ALL REQUIRED TRIMS AND ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 2.8. TAPE, MUD, AND FINISH ALL JOINTS. MUD AND FINISH OVER ALL FASTENERS. POPPED SCREW HEADS WILL NOT BE ACCEPTED. 2.9. ALL ADJACENT GYPSUM BOARD SURFACES SHALL BE ALIGNED FLUSH AND LEVEL WITH NO VISIBLE JOINTS. CONCRETE AND CONCRETE MASONRY UNITS WALLS 1. COMPLY WITH THE REQUIREMENTS LISTED IN THE STRUCTURAL DRAWINGS AND THE SPECIFICATIONS. 2. ENSURE PROPER ALIGNMENT AND PLUMB OF ALL MASONRY WALLS. 3. AT ELEVATOR SHAFTS, ENSURE NO LEDGES OR OBSTRUCTIONS OCCUR INSIDE THE SHAFT; COMPLY WITH ASME A17.1, ELEVATOR INSPECTOR REQUIREMENTS, AND ELEVATOR MANUFACTURER REQUIREMENTS. LL J t- O �v0� m0P2w �z NP0�w aWO V.* LU Z 2 V 0 Z o WWCOLU rw-o awIZUj Uj�:33V L)=CD2VLLJMM - � ( > _ >- � owo§� 3: I,- c _� 1 - W L0 �O Z Ob Issue Date: 170264 z v O 04 G=0*5 Drawn By:Checked By: 3 M M KC F12 M WO -S.r` � g 0 ¢ 0 0 4-) D 3-- 34� _ p c -4-i*� -- "' I S LU U00 Lrn Qo L w (3) Z OL « I S U M It V) H M U w 0 v rl a p O cv . �¢ o LL J t- O �v0� m0P2w �z NP0�w aWO V.* LU Z 2 V 0 Z o WWCOLU rw-o awIZUj Uj�:33V L)=CD2VLLJMM - � ( > _ >- � owo§� 3: I,- c _� 1 - Proj #: Issue Date: 170264 09-01-2017 Sheet No.: G=0*5 Drawn By:Checked By: WB/KC KC F12 06 _ I If I L 0 Sheet Name: GENERAL PROJECT NOTES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: G=0*5 Drawn By:Checked By: WB/KC KC CEILING SYSTEMS 1. CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE AND FUNCTIONAL CEILING AND CEILING SYSTEMS. THIS SHALL INCLUDE CEILING TILES, GRID, METAL FRAMING, SUSPENSION SYSTEMS, CONTROL JOINTS, GYPSUM BOARD AND ALL OTHER COMPONENTS REQUIRED FOR THE CEILING INSTALLATION. 1.1. CONTRACTOR SHALL SUBMIT ALL COMPONENTS, ACCESSORIES, AND FRAMING DETAILS AS SHOP DRAWINGS AND SUBMITTALS FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. 1.2. COORDINATE INSTALLATION WITH ALL MECHANICAL, ELECTRICAL, PLUMBING, AND LIFE SAFETY SYSTEMS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DUCTWORK, LOUVERS, DAMPERS, ELECTRICAL AND DATA COMPONENTS, LIGHTING, FIRE ALARM, AND FIRE SUPPRESSION. 1.3. CEILING MOUNTED ITEMS SUCH AS FIRE ALARM DEVICES, FIRE SUPPRESSION HEMS, CEILING FANS, CAN LIGHTS, ETC., SHALL BE CENTERED IN THE CEILING TILES. WHERE 2X4 CEILING TILES WITH A FALSE GRID LINE IN THEM (SECOND LOOK), CENTER ITEMS IN THE 2X2 AREA OF THE TILE. 2. CONTRACTOR SHALL INSTALL CEILING AT HEIGHTS INDICATED IN THE DOCUMENTS. CONTRACTOR SHALL REPORT ALL CONFLICTS TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 3. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF CEILING MOUNTED UTILITIES. 3.1. ALL UTILITIES SHALL BE CONCEALED IN CEILING CONSTRUCTION (EXCEPTION: ROOMS WITH EXPOSED STRUCTURE CEILINGS). 3.2. NO UTILITIES SHALL CROSS OR IMPEDE SKYLIGHT LOCATIONS. 3.3. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRANSITIONS AND OFFSETS AS REQUIRED TO ROUTE AROUND STRUCTURAL ELEMENTS AND OTHER UTILITIES AND MAINTAIN THE UTILITIES WITHIN THE CEILING CAVITY. WHERE SPACE IN JOISTS AND "01ST GIRDERS PERMIT, UTILITIES MAY BE RUN THROUGH THE WEB SPACE OF THESE STRUCTURAL ELEMENTS. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE FIRE SUPPRESSION ROUTING AT THE MAIN MEZZANINE STAIR. 3.4. CONTRACTOR SHALL LOCATE ELECTRICAL AND PLUMBING/FIRE SUPPRESSION AS HIGH IN THE CEILING CAVITY AS FEASIBLE IN ORDER TO MAINTAIN CLEAR SPACE FOR DUCTWORK' INSTALLATIONS. HOLD FIRE SUPPRESSION PIPING TIGHT TO FLOOR/ROOF DECK ABOVE. 3.5. AT THE BASKETBALL COURT, CONTRACTOR SHALL HOLD ALL ELECTRICAL AND FIRE ALARM UTILITIES TIGHT TO THE DECK. 3.6. AT THE BASKETBALL COURT AND RACQUETBALL COURTS, THE FIRE SUPPRESSION MAIN SHALL BE LOCATED OUTSIDE OF THE ROOMS, ONLY RUN THE BRANCH LINES TO THE HEAD LOCATIONS IN THE ROOMS. IN THE BASKETBALL COURT, RUN THESE BRANCH LINES PARALLEL WITH THE JOISTS. LOCATE AS CLOSE AS POSSIBLE TO THE JOISTS AS PERMISSIBLE BY CODE. 4. CUT CEILING TILES SMALLER THAN 4" SHALL NOT BE ACCEPTED. CONTRACTOR SHALL VERIFY ALL LOCATIONS WHERE THIS OCCURS PRIOR TO INSTALLATION, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO CENTER THE GRID. 5. WHERE CEILING TILES WITH A REGULAR EDGE MUST BE FIELD CUT, THE CONTRACTOR SHALL CUT IN A MATCHING REGULAR EDGE ON THE CUT SIDE OF THE CEILING TILE, FINISH AND PAINT TO MATCH THE FACTORY EDGE. FLOORING AND TILE WORK 1. PROVIDE TRANSITIONS AT CHANGES IN FLOORING MATERIAL. ALL TRANSITIONS SHALL BE ADA COMPLIANT. SEE INTERIOR DESIGN DRAWINGS FOR LOCATIONS AND TYPES OF TRANSITIONS. 2. REMOVE AND REPAIR ALL SLAB IMPERFECTIONS AS REQUIRED FOR FLOORING INSTALLATION. 3. CONTRACTOR SHALL PERFORM MOISTURE VAPOR CONTENT AND ADHESION TESTS AT ALL CONCRETE SLABS PRIOR TO INSTALLING ALL FLOORING MATERIALS. 4. PROVIDE LAYOUT AND SEAMING SHOP DRAWINGS FOR REVIEW PRIOR TO PROCEEDING WITH INSTALLATION. 5. CARPET: • CONTRACTOR SHALL PROVIDE A COMPLETE CARPET INSTALLATION INCLUDING ADHESIVES AND ALL RELATED ACCESSORIES. • WHERE INTEGRAL CARPET WALL BASE OCCURS, RETURN UP WALL AND TERMINATE AS NOTED IN THE INTERIOR DESIGN DRAWINGS. • CARPET SHALL BE INSTALLED SO LINEAR CHARACTERISTICS OR PATTERN ARE INSTALLED CONTINUOUS FROM ROOM TO ROOM THROUGH EACH DOORWAY AND OPENING. THERE SHALL BE NO CHANGE IN DIRECTION AT PERPENDICULAR CORRIDORS. • JOINT SEAMING SHALL BE SYMMETRICAL AND BALANCED IN THE ROOM OR SPACE. CUT CARPETING SMALLER THAN 4" IN WIDTH SHALL NOT BE ACCEPTED. CONTRACTOR SHALL VERIFY ALL LOCATIONS WHERE THIS OCCURS PRIOR TO INSTALLATION; THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO ADJUST SEAMING. SEAMS SHALL NOT BE READILY VISIBLE TO THE NAKED EYE. WHERE PATTERNS OCCUR, ALIGN PASTERNS PROPERLY. 6. RESILIENT: • CONTRACTOR SHALL PROVIDE A COMPLETE RESILIENT FLOORING INSTALLATION INCLUDING ADHESIVES AND ALL RELATED ACCESSORIES. • WHERE INTEGRAL RESILIENT WALL BASE OCCURS, RETURN UP WALL AND TERMINATE AS NOTED IN THE INTERIOR DESIGN DRAWINGS. PROVIDE INTEGRAL SANITARY COVED BASE IN RESTROOMS LOCATED IN THE KIDS KLUB. • RESILIENT FLOORING SHALL BE INSTALLED SO LINEAR CHARACTERISTICS OR PATTERN ARE INSTALLED CONTINUOUS FROM ROOM TO ROOM THROUGH EACH DOORWAY AND OPENING. THERE SHALL BE NO CHANGE IN DIRECTION AT PERPENDICULAR CORRIDORS. • JOINT SEAMING SHALL BE SYMMETRICAL AND BALANCED IN THE ROOM OR SPACE. CUT RESILIENT FLOORING SMALLER THAN 4" IN WIDTH SHALL NOT BE ACCEPTED. CONTRACTOR SHALL VERIFY ALL LOCATIONS WHERE THIS OCCURS PRIOR TO INSTALLATION; THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO ADJUST SEAMING. 7. RESILIENT ATHLETIC FLOORING (FREE WEIGHTS AREA): • CONTRACTOR SHALL PROVIDE A COMPLETE RESILIENT ATHLETIC FLOORING INSTALLATION INCLUDING ADHESIVES AND ALL RELATED ACCESSORIES. • RESILIENT ATHLETIC FLOORING SHALL BE INSTALLED SO LINEAR CHARACTERISTICS OR PATTERN ARE INSTALLED CONTINUOUS FROM ROOM TO ROOM THROUGH EACH DOORWAY AND OPENING. THERE SHALL BE NO CHANGE IN DIRECTION AT PERPENDICULAR CORRIDORS. • JOINT SEAMING SHALL BE SYMMETRICAL AND BALANCED IN THE ROOM OR SPACE. CUT RESILIENT ATHLETIC FLOORING SMALLER THAN 4' IN WIDTH SHALL NOT BE ACCEPTED. CONTRACTOR SHALL VERIFY ALL LOCATIONS WHERE THIS OCCURS PRIOR TO INSTALLATION; THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO ADJUST SEAMING. 8. WOOD ATHLETIC FLOORING (BASKETBALL, AEROBICS, AND RACQUETBALL COURTS) • CONTRACTOR SHALL PROVIDE A COMPLETE WOOD ATHLETIC FLOORING INSTALLATION INCLUDING ADHESIVES AND ALL RELATED ACCESSORIES. • WOOD ATHLETIC FLOORING SHALL BE INSTALLED SO LINEAR CHARACTERISTICS OR PATTERN ARE INSTALLED CONTINUOUS. • JOINT SEAMING SHALL BE SYMMETRICAL AND BALANCED IN THE ROOM OR SPACE. CUT WOOD ATHLETIC FLOORING SMALLER THAN 1" IN WIDTH SHALL NOT BE ACCEPTED. CONTRACTOR SHALL VERIFY ALL LOCATIONS WHERE THIS OCCURS PRIOR TO INSTALLATION; THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO ADJUST SEAMING. • CONTRACTOR SHALL INSTALL WOOD ATHLETIC FLOORING OVER VAPOR BARRIER AS INDICATED IN THE DRAWINGS. • MAINTAIN CLEARANCES SHOWN IN THE DRAWINGS BETWEEN THE EDGE OF THE WOOD FLOORING AND THE ADJACENT WALL CONSTRUCTION. COORDINATE TRANSITIONS AT DOOR LOCATIONS. WOOD FLOORING SHALL EXTEND AS SHOWN IN THE DRAWINGS TO ADJOIN ADJACENT CONSTRUCTION AND PERMIT PROPER THRESHOLD INSTALLATION. • PROVIDE VENTILATED RESILIENT WALL BASE AT PERIMETER OF FLOORING IN AEROBICS AND BASKETBALL. RACQUETBALL COURTS DO NOT RECEIVE ANY WALL BASE. 9. FLOOR AND WALL TILE • CONTRACTOR SHALL PROVIDE A COMPLETE TILE INSTALLATION FOR ALL FLOOR AND WALL TILE INCLUDING ALL MORTAR GROUT, ADHESIVES, WATERPROOFING MEMBRANES AND ALL RELATED ACCESSORIES. • ALL TILE INSTALLATIONS SHALL COMPLY WITH TILE COUNCIL OF AMERICA STANDARDS (TCA) FOR THE INSTALLATION AND QUALITY STANDARDS. SYSTEMS SHALL COMPLY WITH SUBSTRATES AND INSTALLATION NOTES IN THE DRAWINGS. • AT RECESSED SLABS, PROVIDE THICKSET MORTAR BED. PROVIDE WELDED WIRE FABRIC REINFORCEMENT, SIZE AND GAUGE AS RECOMMENDED IN TCA SPECIFICATIONS AND DETAILS. • AT SHOWER ROOMS, PROVIDE WATERPROOFING BETWEEN TILE AND PORTLAND CEMENT PLASTER SUBSTRATE - WALLS AND FLOORS. USE LATICRETE HYDROBAN, OR EQUAL • TILE SHALL BE INSTALLED IN COMPLIANCE WITH THE LAYOUTS SHOWN IN THE INTERIOR DESIGN DRAWINGS. • PROVIDE SANITARY TILE COVE BASE AS DETAILED IN THE INTERIOR DESIGN DRAWINGS. • CUT LARGE FORMAT FLOOR TILES SMALLER THAN 4" AND CUT LARGE FORMAT WALL TILES LESS THAN 1 %" IN WIDTH SHALL NOT BE ACCEPTED. CONTRACTOR SHALL VERIFY ALL LOCATIONS WHERE THIS OCCURS PRIOR TO INSTALLATION; THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO ADJUST TILE LAYOUT. • CUT SMALL FORMAT TILES (1X1 TILES) SMALLER THAN 3/8" IN WIDTH SHALL NOT BE ACCEPTED. CONTRACTOR SHALL VERIFY ALL LOCATIONS WHERE THIS OCCURS PRIOR TO INSTALLATION; THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO ADJUST TILE LAYOUT. PAINT 1. PREPARE SUBSTRATES TO RECEIVE PAINTED FINISH PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REMOVE ALL OIL AND GREASE FROM ALL METALS. 2. CONTRACTOR SHALL TEST ALL SUBSTRATES FOR COMPATIBILITY PRIOR TO PROCEEDING WITH THE WORK. REVIEW ANY COMPATIBILITY ISSUES WITH THE MANUFACTURER; SUBMIT ALTERNATE RECOMMENDATIONS TO ARCHITECT FOR REVIEW PRIOR TO PROCEEDING. 3. NUMBER OF COATS OR MILS INDICATED IN THE SPECIFICATIONS IS A MINIMUM. CONTRACTOR SHALL PROVIDE NUMBER OF COATS NECESSARY TO PROVIDE FULL AND COMPLETE COVERAGE. WHERE MARKINGS ON SUBSTRATE MATERIAL BLEED THROUGH, CONTRACTOR SHALL SEAL MARKINGS PER PAINT MANUFACTURERS WRITTEN RECOMMENDATIONS AND REPAINT. ELEVATOR 1. COMPLY WITH ASME A17.1 FOR ELEVATOR FABRICATION AND INSTALLATION REQUIREMENTS. 2. COORDINATE SHAFT CONSTRUCTION AND CLEARANCES WITH ELEVATOR MANUFACTURER REQUIREMENTS. 3. COORDINATE ALL ROUGH OPENING REQUIREMENTS WITH ELEVATOR MANUFACTURER. GROUT ROUGH OPENING AND FRAME SOLID. 4. COORDINATE ALL SILL CONDITION REQUIREMENTS WITH THE ELEVATOR MANUFACTURER. GROUT SOLID AROUND SILL. MECHANICA 1. WHERE DIFFUSERS AND GRILLES ARE SMALLER THAN CEILING TILES, CENTER THESE ITEMS IN CEILING TILES. WHERE 2X4 CEILING TILES HAVE FALSE GRID LINE (SECOND LOOK), CENTER THE DIFFUSERS AND GRILLES IN THE 2X2 PORTION OF THE TILE. 2. WHERE DIFFUSERS AND GRILLES OCCUR IN GYPSUM BOARD CEILINGS, ALIGN AS SHOWN IN THE REFLECTED CEILING PLANS. WHERE THESE DIFFUSERS AND GRILLES OCCUR AT LOCATIONS SUCH AS AT THE POOL WINDOWS OR OTHER ARCHITECTURAL ITEMS, CENTER THESE ITEMS ON THE WINDOWS. 3. CONTRACTOR SHALL LOCATE ALL VALVES, SERVICE AND INSPECTION POINTS, CONTROL, RESET POINTS OUTSIDE OF GYPSUM BOARD CEILING AREAS, AND OTHER ITEMS REQUIRING ACCESS, WHERE GYPSUM BOARD CEILING AREAS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE FULLY RECESSED ACCESS PANELS WITH A GYPSUM BOARD FLANGE. PANEL DOOR SHALL BE RECESSED TO RECEIVE GYPSUM BOARD MATERIAL. 4. ALL DUCTWORK AND RELATED COMPONENTS SHALL BE CONCEALED IN THE CEILING CAVITY. 5. ALL DIFFUSERS AND GRILLES SHALL BE MOUNTED FLUSH AND TIGHT TO ADJACENT CONSTRUCTION. ALL DIFFUSERS AND GRILLES SHALL BE SET SQUARE AND PLUMB WITH ADJACENT CONSTRUCTION. 6. ALL VALVES AND CONTROLS SHALL BE SIGNED AND LABELED. 7. ALL PIPING SHALL HAVE IDENTIFICATION AND DIRECTION OF FLOW. ELECTRICAL AND LIFE SAFETY 1. WHERE ELECTRICAL DEVICES, LIGHT FIXTURES, AND LIFE SAFETY DEVICES OCCUR IN GYPSUM BOARD PIERS, CENTER THESE ITEMS ON THE PIER. 2. WHERE ELECTRICAL DEVICES, LIGHT FIXTURES, AND LIFE SAFETY DEVICES OCCUR IN TILE WORK, COORDINATE LOCATIONS WITH LAYOUTS SHOWN IN THE INTERIOR DESIGN DRAWINGS. 3. WHERE REQUIRED DUE TO SPACE LIMITATIONS, SUCH AS AT THE BASE OF MIRRORS, INSTALL ELECTRICAL DEVICES HORIZONTALLY AT THE BASE OF WALL. 4. WHERE ELECTRICAL DEVICES, LIGHT FIXTURES, AND LIFE SAFETY DEVICES ARE SMALLER THAN CEILING TILES, CENTER THESE ITEMS IN CEILING TILES. WHERE 2X4 CEILING TILES HAVE FALSE GRID LINE (SECOND LOOK), CENTER THESE ITEMS IN THE 2X2 PORTION OF THE TILE. 5. WHERE ELECTRICAL DEVICES, LIGHT FIXTURES, AND LIFE SAFETY DEVICES OCCUR IN GYPSUM BOARD CEILINGS, ALIGN AS SHOWN IN THE REFLECTED CEILING PLANS. 6. CONTRACTOR SHALL LOCATE ALL JUNCTION BOXES, CONTROL BOXES, AND OTHER ITEMS REQUIRING ACCESS, OUTSIDE OF GYPSUM BOARD CEILING AREAS. WHERE GYPSUM BOARD CEILING AREAS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE FULLY RECESSED ACCESS PANELS WITH A GYPSUM BOARD FLANGE. PANEL DOOR SHALL BE RECESSED TO RECEIVE GYPSUM BOARD MATERIAL. 7. CONTRACTOR SHALL SUBMIT SEALED, ENGINEER FIRE ALARM SHOP DRAWINGS TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING JURISDICTION FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. COORDINATE LOCATIONS OF NOTIFICATION DEVICES AT RACQUETBALL COURTS WITH THE LOCAL AUTHORITIES HAVING JURISDICTION. THE INTENT IS FOR THESE TO BE LOCATED OUTSIDE OF THE ROOMS DUE TO THE HIGH POTENTIAL FOR DAMAGE FROM RACQUETBALL ACTIVITIES. 8. ALL ELECTRICAL CONDUITS, JUNCTION BOXES, AND RELATED COMPONENTS SHALL BE CONCEALED IN THE WALL CONSTRUCTION AND THE CEILING CAVITY. ALL FINAL DEVICES SHALL BE MOUNTED FLUSH AND TIGHT TO ADJACENT CONSTRUCTION. ALL DEVICES SHALL BE SET SQUARE AND PLUMB WITH ADJACENT CONSTRUCTION. 9. ALL LIGHT FIXTURES SHALL BE INSTALLED AT A CONSISTENT, ADA COMPLIANT HEIGHT. 10. WHERE SPACE PERMITS, MOUNT ALL CONVENIENCE RECEPTACLES AT ADA COMPLIANT HEIGHT(S). HEIGHTS MAY VARY DUE TO CASEWORK BEING PRESENT IN THE ROOM. WHERE SPACE DOES NOT PERMIT, PROVIDE AT LEAST (1) ADA COMPLIANT CONVENIENCE RECEPTACLE IN THE ROOM. PLUMBING AND FIRE SUPPRESSION 1. INSTALL PLUMBING FIXTURES AT LOCATIONS SHOWN IN THE DRAWINGS. COMPLY WITH ADA COMPLIANT MOUNTING HEIGHTS AS NOTED IN THE DRAWINGS. 2. WHERE PLUMBING FIXTURES OCCUR AT OR IN TILE WORK, COORDINATE LOCATIONS WITH LAYOUTS SHOWN IN THE INTERIOR DESIGN DRAWINGS. 3. CONTRACTOR SHALL LOCATE ALL PIPING, FITTINGS, VALVES, CONTROLS, AND OTHER ITEMS REQUIRING ACCESS, OUTSIDE OF GYPSUM BOARD WALL AND CEILING AREAS. WHERE GYPSUM BOARD WALL AND CEILING AREAS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE FULLY RECESSED ACCESS PANELS WITH A GYPSUM BOARD FLANGE. PANEL DOOR SHALL BE RECESSED TO RECEIVE GYPSUM BOARD MATERIAL. 4. CAULK ALL LAVATORIES, TOILETS, URINALS, SHOWER ASSEMBLIES AND OTHER PLUMBING FIXTURES TO ADJACENT CONSTRUCTION WITH WHITE SILICONE SEALANT. 5. ALL PLUMBING AND FIRE SUPPRESSION RELATED COMPONENTS SHALL BE CONCEALED IN THE WALL CONSTRUCTION AND THE CEILING CAVITY. ALL FINAL DEVICES SHALL BE MOUNTED FLUSH AND TIGHT TO ADJACENT CONSTRUCTION. ALL DEVICES SHALL BE SET SQUARE AND PLUMB WITH ADJACENT CONSTRUCTION. 6. CONTRACTOR SHALL SUBMIT SEALED, ENGINEER FIRE SUPPRESSION SHOP DRAWINGS TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING JURISDICTION FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. ALL FIRE SUPPRESSION HEADS SHALL BE FULLY RECESSED TYPE WITH WHITE COVER PLATES (EXCEPTION: FIRE SUPPRESSION HEADS AT OPEN CEILING AREAS. PROVIDE STANDARD UPTURNED HEMS AT THESE LOCATIONS. 7. ALL FIRE SUPPRESSION HEADS SHALL BE CENTERED IN CEILING TILES. WHERE 2X4 CEILING TILES HAVE A FALSE GRID LINE (SECOND LOOK), CONTRACTOR SHALL CENTER FIRE SUPPRESSION HEAD IN THE 2X2 SECTION OF THE TILE. 8. WHERE FIRE SUPPRESSION HEMS OCCUR IN GYPSUM BOARD CEILINGS AND SOFFITS, CONTRACTOR SHALL BALANCE AND CENTER FIRE SUPPRESSION HEADS IN THE CEILINGS AND SOFFITS. THIS SHALL BE CONSIDERED CRITICAL IN THE POOL AND SPA AREA AND THE LOCKER ROOMS, RESTROOMS AND SHOWER ROOMS. 9. CONTRACTOR SHALL COMPLY WITH FIRE SUPPRESSION HEAD LAYOUT SHOWN IN THE RACQUETBALL COURT REFLECTED CEILING PLAN. LIGHT FIXTURES AND DIFFUSERS CANNOT BE RELOCATED OR ADJUSTED IN THESE ROOMS. 10. ALL VALVES AND CONTROLS SHALL BE SIGNED AND LABELED. 11. ALL PIPING SHALL HAVE IDENTIFICATION AND DIRECTION OF FLOW. Y LL -1 O� WO �U)�wn.D W mvIW0zz��z tiUH�� O- -Wo�wzaWO X co= z 2WW<Mw1= wwwwwU mO U O z 0 g U= m m_ g�o9§ 3 car; E, SCHRo t , •.q r • A.R001 , I L, 1- Q 0 N 0 MILLWORK RESPONSIBILITY MATRIX Wu7 b Z o� Issue Date: 170264 z O N G=006 SUPPLIED BY INSTALLED BY PO M DESCRIPTION d U) WO G �p j n Ln m LAF G.C. M.W. G.C. M.W. ALL MILLWORK AND SOLID SURFACE U • 3 4� • z INTEGRATED LIGHTING (BELOW RESIN PANEL) • • g ALUMINUM STOREFRONT FRAME s • LU W • a W YELLOW GLASS 00 • • w SIGNAGE • • L N POWER • • DATA (CONDUITS WITH PULL STRING ONLY) • • OL ALL MILLWORK • • RESIN PANELS s • • LU INTEGRATED LIGHTING • ,U^ L / • M POWER • • DATA (CONDUITS WITH PULL STRING ONLY) • O N • �0 ALL MILLWORK • O • u� INTEGRATED LIGHTING • • CUSHIONS • • g RESIN PANELS • • 0 POWER • • DATA (CONDUITS WITH PULL STRING ONLY) • • ALL MILLWORK • • co COAT HOOKS (WHERE INDICATED) • • Y GATES & HARDWARE • • co 0 TV SURROUND • • Y POWER • • DATA (CONDUITS WITH PULL STRING ONLY) • • W ALL MILLWORK • • p RESIN PANELS • z • o INTEGRATED LIGHTING (AT MIRRORS AND HYDRATION STATION) • • z POWER • • O DATA (CONDUITS WITIH PULL STRING ONLY) • • VANITIES w/ INTEGRAL BOWLS • • INTEGRATED BACKSPLASHES AND SIDESPLASHES • • 2 COUNTER TOP SUPPORT GUSSETS & SKIRTS • • 0 COUNTER MOUNTED SOAP DISPENSERS (PROVIDED BY LAF) • • x TOWEL DROPS (WHERE INDICATED) • • Y WOOD PANEL FOR MIRROR IN WOMEN'S • • o MIRROR • • POWER • • PLUMBING FIXTURES (U.N.O.) • • o ICLOTHES HOOKS • • a INOT USED EXTRUDED ALUMINUM TUBE w/ GROMMETS, HINGED TOPS & SOLID SURFACE • • o m POWER • • WIREMOLD00 • • DATA (CONDUITS WITH PULL STRING ONLY) • • WOOD MILLWORK • • HORIZONTAL BLOCKING • • LU WALL BANDS LIGHT TROUGHS • • CANTILEVERED CEILING PANELS CANTILEVERED CEILING PANELS • • 2 (AEROBICS, CYCLING, ETC.) UNISTRUTS, THREADED RODS, GYPSUM BOARD CLOSURES AND FRAMING, LIGHT FIXTURES • • Fx LIGHT FIXTURES • • 0 "EYEBROWS" INCLUDING LETTERS & INTEGRAL LIGHTING BELOW 3 -FORM PANEL • • w "EYEBROW" STRUCTURAL STEEL SUPPORT • • z RESIN PANELS (POOL CEILING) • • WOOD TRUSSES AT RECEPTION/SALES/SOCIAL INCLUDING THREADED RODS, UNISTRUT & CONNECTOR PLATES • • GENERAL NOTES: 1. FITNESS INTERNATIONAL MILLWORK VENDOR TO PROVIDE FAUX BEAMS AND MOUNTING COMPONENTS. GC TO RECEIVE, INVENTORY, AND INSTALL FAUX WOOD TRUSSES. FAUX BEAMS COME SEGMENTED AND ARE TO BE FIELD ASSEMBLED AND TRIMMED TO FIT IN THE FIELD BY GC. CONTACT CHUCK BRAY WITH RANDAL RETAIL GROUP 630-761-0400 FOR INFORMATION RELATED TO INSTALLATION. 2. LED LIGHTING WITHIN MILLWORK TO BE PROVIDED AND INSTALLED BY MILLWORK VENDOR. GC TO COORDINATE WITH MILLWORKER THE POWER, LOW VOLTAGE AND DATA REQUIREMENTS FOR THE MILLWORK INCLUDING LOCATION OF TERMINATION POINT AND FINAL CONNECTION OF POWER, LV AND DATA WITH MILLWORK VENDOR. REFER TO ELECTRICAL DWGS FOR ADDITIONAL INFO. 3. CONTACT INFORMATION FOR FITNESS INTERNATIONAL MILLWORK VENDOR: RANDAL RETAIL GROUP CHUCK BRAY BATAVIA, ILLINOIS 630-761-0400 4. G.C. = CONTRACTOR. 5. M.W. = MILLWORKER. 6. LAF = LA FITNESS LL -1 O� WO �U)�wn.D W mvIW0zz��z tiUH�� O- -Wo�wzaWO X co= z 2WW<Mw1= wwwwwU mO U O z 0 g U= m m_ g�o9§ 3 car; E, SCHRo t , •.q r • A.R001 , I L, 1- Q 0 N 0 GENERAL PROJECT NOTES Wu7 b Z o� Issue Date: 170264 z O N G=006 Drawn By: Checked By: PO M KC d U) WO G �p j n Ln m Q� G v U 3 4� s LU W U 00 0 M 0 L N w OL « s it ,U^ L / F M o L) a p O N IL �0 C� O LL -1 O� WO �U)�wn.D W mvIW0zz��z tiUH�� O- -Wo�wzaWO X co= z 2WW<Mw1= wwwwwU mO U O z 0 g U= m m_ g�o9§ 3 car; E, SCHRo t , •.q r • A.R001 , I L, 1- Q 0 N 0 GENERAL PROJECT NOTES Prof #: Issue Date: 170264 09-01-2017 Sheet No.: G=006 Drawn By: Checked By: WB/KC KC d 0 IL LOL 0 z C) Sheet Name: GENERAL PROJECT NOTES Prof #: Issue Date: 170264 09-01-2017 Sheet No.: G=006 Drawn By: Checked By: WB/KC KC LL: N 0 0 ... ....... ....... 32' -Om GENERAL SHEET NOTES I 1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. PRIOR TO INSTALLATION, COORDINATE ALL FINAL DIMENSIONS FOR EQUIPMENT, RACEWAYS, POWER, AND DATA LOCATIONS WITH LA 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 INDIVIIDUIAL ROOMS. 11) r, 03.7 1 4 2) 3 (N)(N) t4 4' �5 (N) (7) 5,7% .7.8) (5,8 (N) 274'-8" T 64'—Ow 5 I 42#—�" —loop 43'—On 40 —9 I 1 32' : -7 32'-0w 13--`I�" V-4 so23'-0" 23-5" 25'—q- 28'-11j" ........ . . ail P:w Eis— 5 —110 7--q-, 34-7", 1 —0 1011, U.R.R. V.I.F. 10,-11111L 5$-3* L 18'-80 V.I.F. I V.I.F. V.I.F. V.I.F. 106 42 56'-8* 25#-8'p 181�-11" �22 —9 FIRE (0 (0 (0-, b� i8'-9* RISER 31611 1 135 1 -7. 7 V-7 7 7777,11'. -W T r".7, 7 V� .............................. ........... ........... 71 (0 ...... 2 '2�*,' 'M 7� 10, 7 7 -v 7Z. - 7 .,Z M, 77 77 —=Tjv rr9rul m IVFirrdr (0-) ........................... . I ............. ............. ........... ................... 0174B ...... ...... ........... .... ............ * . .... ... ....................................... 10) ...... ------- 10 ............. (0) -UM KIDS U FT 11 I I I I I H II 1 I 1 I I Y G II 10 fo Aft QQ An An fln 1111111 an II (0) ro�) ............ ::.................................................... �� I ................... ...... ...... II I IIS........................ ...... ........... ...... .... .. ..................I -' t �... ....,. ....... --- . ......... P7 AEROBICS an 131 ........... ....... .... ....... ----- nn.�..� BASKETBALL (0 (0) ..... . ------- --- - - -- . ................. ..... .......... . .......... CORR. .................................. . 1 108 10 HIC to) 10) VEST. VEST. STO. 109 ------------ ------------------ c I Stretch Stretcl Stretch Stretch Stret .................... .... ....................................•.......... 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(N) E Jd 4$Iii ! ....,�' " �.�p I NCILLARY1 wa mear r, r r r I IDJ W.T.R. 1 128 -SA FIRST FLOOR EQUIPMENT PLAN 3132"=1'-0" 1.4 Rubber@=, FV441ph g � 4 .... ....... .... ............................ .. ...... ...... ...... ...... ....... ...... . .... g 'a - Training Zone 960 SF STO. PERSONAL OWN 1 1 123 =*1=4 t TRAINING Val, 'IV ...... 00 ------------ I -A I I-- J5iIIIIEmIWqfl IN MOM IppIIIN 'All wpm POOL AND SPA Pr lit' I III 111 fl�l SII 141 16--sR 11 41- ....................... .... . ........ . ........ V, GRAPHIC (N)GRAPHIC C .............. ........................ ........................ L ......... .......... .......................... .......................... - ------------ -- ---------------- J .............................. - — — ---------------------- �4 7&N I I(N) fflN F15 F151 F15 M I I -j FinfraT7 Ig 714A F1 4A -j .......... ...... ....... ............................... ....... ..... ........ ..................... ...... ....... ............. ............. ...... ... ..... ......... ...... ............................... ...... ...... ....... .... ................ ...... ...... ....................... ...... ...... .... ........... ..... ............. ...... ................ ........ ...... ....... ............................... ....... ...... ................. ...... ...... ..... ............. I--- — — — — — — — ............................. i 5-8" 14'-6" 15-10 L 1 46' -Op I I I I v-1 i*4 5'-0* 1 1 -41 It I 14'-e 12'-9" 20'-11 -8r 16'-01 9'-5 31"Aff I 16,-0" 10,-06 (2 �4, 57, 2, ' (�>) O 3.8 (N) 4.8 N)(N) (N)(@ 6.2 (N) (N) 1�� (Q2 8 6 ) 2'-54. ((@ NORTH LL 0 -�qo Q rj 6 00 0 U) zLLI W IL W 0 UJ U) > Wz owzo LLJ 0 2 - ir I m m LL, I p L) 0 (L LLJ Z � L) 0 0 LU LU LU LLJ L) IX 2 W Co 0 U) 0 LU LL CID 0 I 0 I 0 IZ61 Sheet Name: z 0 0 C'4 M rn Issue Date: 170264 09-01-2017 Ln00 Drawn By: +j WB/KC %0� KC I U 0 4-) LU U 00 L- 0 i7i LL 0 -�qo Q rj 6 00 0 U) zLLI W IL W 0 UJ U) > Wz owzo LLJ 0 2 - ir I m m LL, I p L) 0 (L LLJ Z � L) 0 0 LU LU LU LLJ L) IX 2 W Co 0 U) 0 LU LL CID 0 I 0 I 0 IZ61 Sheet Name: FIRST FLOOR EQUIPMENT PLAN Prof #: Issue Date: 170264 09-01-2017 Sheet No.: Drawn By: Chocked By: WB/KC %0� KC I 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 DOOR DETAILS. RAMP LENGTHS WITH ACTUAL WOOD ATHLETIC FLOOR THICKNESS. r0 0 LEVEL LANDING LENGTH, SLOPED RAMP SURFACE, CONCRETE/CMU CURB LOCATION PER PLAN PER PLAN. 1:20 SLOPE MAX. O CONCRETE STEM WALL LOCATION „ SLOPE CONCRETE SLAB TO DRAIN, DO NOT RECESS SLAB — OUTLINE OF POOL. SEE POOL DRAWINGS x FIRE -RETARDANT TREATED CEMENTIOUS UNDERLAYMENT OVEli WOOD BLOCKING, CUT TO MATCH MANUFACTURER'S RECOMMENDED PRIMER. GRIND RECESS OUT OF EXISTING CONCRETE SLAB WINDOW FRAME WIDTH. SHIM AS UNDERLAYMENT: ARDEX 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 x ANTI -CORROSIVE AGENT PRIMER, OR EQUAL. WIDTH WITH MANUF. K.2� CEMENTIOUS UNDERLAYMENT RAMP AND LANDING DETAIL I N FIRST FLOOR SLAB PLAN 3/32"=1'-0" ...... ....... ................. f......... ....... ...... KEYNOTES 1. 5 1/2"H INTERIOR CONCRETE CURB - MATCH WALL STUD WIDTH. WN W ZOCN WITH LAF AND LAF CASEWORK VENDOR. 170264 TYPICAL AT INTERIOR LOCATIONS. i A=201 2. CONCRETE CURB AT SHOWER ENTRANCE. COORDINATE HEIGHT AND WIDTH M M Tecked KC — WITH I.D. DRAWINGS. PROVIDE ADJUSTMENT SPACE FOR TILE INSTALLATION C ip M — — ,�, .r/' ,.,7:',. M. N AND ALIGNMENT. 14. LOCKER VANITY STUB -UP LOCATION. COORDINATE FINAL LOCATION IN 3. 6"H CONCRETE CURB AT WINDOW BY SHELL CONTRACTOR. 0 FIELD WITH LAF AND LOCKER FABRICATOR. 4. 15. COORDINATE EDGE OF SLAB LOCATION AT DOOR THRESHOLD WITH DETAIL r SHELL CONTRACTOR. 0 c �� fa 5/A-2.14. 5. SLOPE FLOOR TO DRAIN IN THIS AREA - DO NOT RECESS CONCRETE 16. THIS DASHED LINE REPRESENTS THE LIMIT OF THE SLAB LEAVE -OUT V / w 00 FROM THE SHELL PACKAGE. TENANT CONTRACTOR IS RESPONSIBLE FOR 6. OUTLINE OF POOL AND SPA, SEE POOL DRAWINGS. GREY, DASHED LINES LL 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. ELEVATION, NOT RAISED. 9 18. CEMENT10US UNDERLAYMENT RAMP AND LANDING OUTSIDE OF ELEVATED O 274A 2.11. NOT USED. DOOR AND FRAME. SEE 2/A-2.1. 10. EXTEND SLAB RECESS FULLY TO THE FACE OF THE DOOR FRAME. FIRST FLOOR SLAB PLAN 3/32"=1'-0" ...... ....... ................. f......... ....... ...... KEYNOTES 1. 5 1/2"H INTERIOR CONCRETE CURB - MATCH WALL STUD WIDTH. WN W ZOCN WITH LAF AND LAF CASEWORK VENDOR. 170264 TYPICAL AT INTERIOR LOCATIONS. 13• A=201 2. CONCRETE CURB AT SHOWER ENTRANCE. COORDINATE HEIGHT AND WIDTH M M Tecked KC WITH I.D. DRAWINGS. PROVIDE ADJUSTMENT SPACE FOR TILE INSTALLATION C ip M 6#f AN9 64F WEWGRK YENBOR. NOT USED. N AND ALIGNMENT. 14. LOCKER VANITY STUB -UP LOCATION. COORDINATE FINAL LOCATION IN 3. 6"H CONCRETE CURB AT WINDOW BY SHELL CONTRACTOR. 0 FIELD WITH LAF AND LOCKER FABRICATOR. 4. 6"H CONCRETE CURB AT MAIN ENTRANCE, POURED SEPARATELY. BY 15. COORDINATE EDGE OF SLAB LOCATION AT DOOR THRESHOLD WITH DETAIL 4-) SHELL CONTRACTOR. 0 c �� fa 5/A-2.14. 5. SLOPE FLOOR TO DRAIN IN THIS AREA - DO NOT RECESS CONCRETE 16. THIS DASHED LINE REPRESENTS THE LIMIT OF THE SLAB LEAVE -OUT V SLAB. w 00 FROM THE SHELL PACKAGE. TENANT CONTRACTOR IS RESPONSIBLE FOR 6. OUTLINE OF POOL AND SPA, SEE POOL DRAWINGS. GREY, DASHED LINES M 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. ELEVATION, NOT RAISED. 9 18. CEMENT10US UNDERLAYMENT RAMP AND LANDING OUTSIDE OF ELEVATED O 274A 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 M GENERAL SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY,CENTER OF STRUCTURE, OR FACE OF SLAB RECESS, UNLESS NOTED OTHERWISE. 2. COORDINATE CURB LOCATIONS AND WIDTHS WITH ARCHITECTURAL PLANS, ARCHITECTURAL WALL TYPES, AND STRUCTURAL DRAWINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 3. COORDINATE EDGE OF SLAB DEPRESSIONS WITH ARCHITECTURAL PLANS, ARCHITECTURAL WALL TYPES, AND STRUCTURAL DRAWINGS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 4. CURBS SITTING DIRECTLY BENEATH WALLS HAVE NOT BEEN DIMENSIONED, COORDINATE LAYOUT WITH ARCHITECTURAL FLOOR PLANS. 5. SEE 8/A-3.1 FOR TYPICAL INTERIOR CONCRETE CURB DETAILS. ... .... ... ...... ... .... _.. I I I I ;:cwt CV NORTH q) LL J O �cwc-WCL09m m P W W Z 0 W tic.)�a'— H G= W d W 0 ®ijCnX: �IU X ZZ V X Z D xCowLU 0 }wryW moWcc0 aLu�Z�Wo3V U x =0gV=mD b d .. if I IM ' z Sheet Name: FIRST FLOOR SLAB PLAN WN W ZOCN Issue 170264 z ai o N A=201 Drawn By: 0 M M Tecked KC W C ip M N o0 i 0 U 3 4J 4-) 0 c �� fa S L Q V w 00 L Q � M o i ui O » L_ s N M a Op O CN 00 o L V) LL J O �cwc-WCL09m m P W W Z 0 W tic.)�a'— H G= W d W 0 ®ijCnX: �IU X ZZ V X Z D xCowLU 0 }wryW moWcc0 aLu�Z�Wo3V U x =0gV=mD b d .. if I IM ' z Sheet Name: FIRST FLOOR SLAB PLAN Proj #: Issue 170264 09-01-2017 Sheet No.: A=201 Drawn By: By: WB/KC Tecked KC FIRST FLOOR PLAN 3/32"=1'-0" LEGEND NON -RATED STUD WALL INSULATE AS INDICATED KEYNOTES WALLET LOCKER LOCATION. -- IHR RATED WALL, INSULATE AS INDICATED 1. PROPOSED FIRE DEPARTMENT KNOX BOX LOCATION. CONFIRM FINAL LOCATION WITH THE LOCAL AUTHORITY HAVING JURISDICTION. 18. KEYED, MINI -STORAGE WALLET LOCKER UNITS, BY OTHERS. PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING AT ITEM. AT EXTERIOR WALLS, PROVIDE 2. REFERENeE POIKAUIBELINE. (NOT USED) WB/KC SURFACE MOUNTED INSTALLATION. AT INTERIOR WALLS, PROVIDE FULLY RECESSED INSTALLATION. CONFIRM FINAL LOCATION WITH LA FITNESS VENDOR. SEE 3. FIRE RISER IS LOCATED IN THIS ROOM. COORDINATE WITH PLUMBING AND FINAL FIRE SUPPRESSION DOCUMENTS PREPARED BY THE FIRE SUPPRESSION PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA DETAIL 3/A-7.1. CONTRACTOR. 19. AED CABINET LOCATION - SEE 4/A-7.1. COORDINATE WITH I.D. DRAWINGS. 4. ELECTRICAL SERVICE, SWITCHGEAR, AND TRANSFORMER ARE LOCATED IN THIS ROOM. COORDINATE WITH THE ELECTRICAL. 20. LOCATION OF ROOF DRAIN ABOVE. SEE PLUMBING. 5. POOL EQUIPMENT IS LOCATED IN THIS ROOM, COORDINATE WITH POOL DRAWINGS. 21. NOT USED. 6. ARCHITECTURAL CASEWORK, SEE I.D. DRAWINGS. 22. ZOOM TV LOCATION. COORDINATE FINAL LOCATION IN FIELD WITH LAF VENDOR. 7. PAPER TOWEL DISPENSER, BY OTHERS. PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING AT ITEM. CONFIRM FINAL LOCATION WITH LA FITNESS VENDOR. 23. KIDS KLUB TV LOCATION. SEE I.D. DWGS. 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. VENDOR. 25. VENTILATED WALL BASE, THIS ROOM. SEE 2/A-2.15. 9. HAND SANITIZER DISPENSER, BY OTHERS. PROVIDE FIRE -TREATED -WOOD BLOCKING AT ITEM. CONFIRM FINAL LOCATION WITH LA FITNESS VENDOR. 26. EXTEND WOOD ATHLETIC FLOORING FULLY UNDER THE DOOR AT THIS LOCATION. SEE 3&4/A-2.15. 10. 11. VENDING MACHINES, BY OTHERS. FURNITURE, BY OTHERS. 27. EXISTING DOOR IS PART OF THE SHELL PACKAGE - N.I.C. REFER TO SHELL PACKAGE DRAWINGS FOR DOOR INFORMATION. 12. . (NOT USED) 28. UTILITY WORK SHOWN IS PART OF THE SHELL PACKAGE - N.I.C. REFER TO SHELL PACKAGE DRAWINGS FOR UTILITY INFORMATION. 29. STEEL COLUMNS AT BASKETBALL BACKSTOP. BY TENANT CONTRACTOR. SEE STRUCTURAL. 13. PARTIAL HEIGHT WALL SURROUND AT DRINKING FOUNTAIN. SEE R.C.P.S AND I.D. DRAWINGS. 14. STUB UP LOCATION FOR CASEWORK/FUTURE CASEWORK POWER. COORDINATE FINAL LOCATION IN FIELD WITH CASEWORK SUPPLIER PRIOR TO POURING a CONCRETE. SEE SLAB PLAN FOR DIMENSIONED LOCATIONS. 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. LL 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 ROOM AND AT DOORS. FIRST FLOOR PLAN 3/32"=1'-0" LEGEND NON -RATED STUD WALL INSULATE AS INDICATED mr WALLET LOCKER LOCATION. -- IHR RATED WALL, INSULATE AS INDICATED D AED CABINET LOCATION (PORTABLE DEFIBRILLATOR). - 2HR RATED WALL, INSULATE AS INDICATED = STEEL COLUMN, SEE STRUCTURAL. -� CONSTRUCTION ABOVE WB/KC TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA FITNESS Ito ROOF DRAIN LINE LOCATION, SEE PLUMBING. PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. OD4 - = OVERFLOW ROOF DRAIN LINE LOCATION, SEE PLUMBING. -.'P n WALL GRAPHICS, SEE I.D. DRAWINGS ZOOM TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA t WALL MIRRORS, SEE I.D. DRAWINGS FITNESS PRIOR TO ENCLOSING WALLS. COORDINATE POWER AND DATA WALL MIRRORS WITH GRAPHICS ABOVE, SEE I.D. DRAWINGS LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. SEE 1/A-7.1. GAME PANEL BY PLAY EQUIPMENT VENDOR. CONFIRM 9 FULLY ENCLOSED FIRE EXTINGUISHER AND CABINET LOCATION. SEE FINAL LOCATION WITH LAF VENDOR PRIOR TO ENCLOSING 2/A-7.1. WALLS. I 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. 1 7'-84*, 1 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 ACCESSIBRR 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 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. 10'-0'. I z N O -� mn V « U« L N 0 L w Q� z N « O « V w C/) D U it LU � � Z0C4 7 PO M c 'Pon o0 o L Q LJ 00 M M 0 0 0 0 O �O O LL 0 �° �wz NIP-wM za ED I- w0zp� tiUI-�� N= 0W Q w O cn x = U w NZ z W O W o aw�Z ORMMW 0 v $0o § Of F C 0,�``'' AR0016346 , i 0 N � O w O FIRST FLOOR PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=202 Drawn By: Checked By: WB/KC KC r p A p a LL 0 z 0 Sheet Name: FIRST FLOOR PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=202 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. N 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 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. 32'-0" 64'-0" 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 FOUNTAINS, AND OTHER AREAS AS INDICATED)- SEE 6&7/A-7.4. 8. SEE F6 FOR CONSTRUCTION AT SHOWER WALL TILE. 9. FULL HEIGHT GYPSUM BOARD PILASTER, 2" D. 10. 6x6 FAUX GYPSUM BOARD AND METAL STUD COLUMNS. pi 51' 23'-0" 23'-5" � f � i ►l oo3.4. (,� Y (N) � 4 4 (,g) Y(N) 274'-8" 43'-0" 40'-10" 42'- " 25' 7.+ -to I 6'-5r L 6'-11" I I I •nr n. I (N) 32'-9" 7 FIRST FLOOR DIMENSION PLAN AND WALL TYPES 3/32"=1'-0" (N) (N) (N) H LEGEND UNINSULATED, NON -RATED STUD WALL 1HR RATED WALL, INSULATE AS INDICATED 2HR RATED WALL, INSULATE AS INDICATED CONSTRUCTION ABOVE RD _ = ROOF DRAIN LINE LOCATION, SEE PLUMBING. OD4a = = OVERFLOW ROOF DRAIN LINE LOCATION, SEE PLUMBING. O WALL GRAPHICS, SEE I.D. DRAWINGS WALL MIRRORS, SEE I.D. DRAWINGS WALL MIRRORS WITH GRAPHICS ABOVE, SEE I.D. DRAWINGS AL GAME PANEL, BY PLAY EQUIPMENT VENDOR. CONFIRM FlNAL LOCATION WITH LAF VENDOR PRIOR TO ENCLOSING WALLS. WALLET LOCKER LOCATION. o AED CABINET LOCATION (PORTABLE DEFIBRILLATOR). • = STEEL COLUMN, SEE STRUCTURAL. TV LOCATION. CONFIRM FINAL LOCATION WITH VENDOR AND LA FITNESS PRIOR TO ENCLOSING WALLS. COORDINATE FOWER AND DATA LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. 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. Sheet Name: FIRST FLOOR DIMENSION PLAN WLn�O Proj #: Issue Date: z ti O N Sheet No.: I A=20201 0 Checked By: WB/KC KC 0 � cn z ¢ �o -) 3� p C � _ U 00W L Q K M 0 L 4J z a O " L c. s M •c I� o o0 0 UO. o Ln Sheet Name: FIRST FLOOR DIMENSION PLAN AND WALL TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: I A=20201 Drawn By: Checked By: WB/KC KC 0 a c. •c I� UO. 0 z 0 Sheet Name: FIRST FLOOR DIMENSION PLAN AND WALL TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: I A=20201 Drawn By: Checked By: WB/KC KC BB ALL EXTERIOR WORK, NCLUDING THE EXTERIOR _IGHTING, IS BY THE SHELL CONTRACTOR. WORK S SHOWN FOR REFERENCE ONLY. J FIRST FLOOR REFLECTED CEILING PLAN 3/32"=1'-0" A� NORTH (D KEYNOTES W In \O Proj #: Issue Date: z ON GENERAL SHEET NOTES A=203 _ 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, qt a 40, c,> 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 FIT WITHIN 30. UGHT FIX%RE BRPOERS MOUNfED f9 UNISRUT. SEE BEWLS 5,6,?,M9/A. NOT USED. o CENTERLINE OF LIGHT FIXTURE, OR CENTERLINE OF STRUCTURE, UNLESS N ABOVE, TO MAXIMIZE SPACE FOR DUCT INSTALLATION. c� 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. INDICATED OTHERWISE. 6. MECHANICAL DIFFUSERS AND GRILLES SHALL BE PREFINISHED IN 'WHITE' 3. NOT USED. 18. INTERIOR SIGNAGE TYPE 2, BELOW ('SECONDARY SIGNAGE AT VENDING, DRINKING FOUNTAINS, AND OTHER L 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 TO MATCH THE CEILING TILES. WHERE DIFFUSERS AND GRILLES OCCUR IN 4. MOUNT BASKETBALL LIGHTS TIGHT TO ROOF DECK. L N 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, FIELD 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. a 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. U 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 LINE IS THE LIMIT OF THE LAY -IN ACOUSTICAL 11LE CEILING/FACE OF GYPSUM BOARD CLOSURE 34. .. NOT USED. o DRAWINGS FOR REVIEW AND COMMENT. INCLUDE ALL PERTINENT VERIFY QUANTITIES AND LOCATIONS WITH THE LOCAL AUTHORITY HAVING 8. SOFFIT CONDITION AT LOCKER ROOM VESTIBULE ENTRANCE, SEE 6/A-7.2. U_ PANEL. SEE 1&2/A-7.5. 35. . NOT USED. ELEVATION INFORMATION FOR S/M/E/P/FA/FS ITEMS AND ALL O JURISDICTION. 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. 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. 11. LIGHT COVE DETAIL 1 (8"W, DRY LOCATIONS), SEE 8/A-7.2. LIGHT COVE DETAIL 2 (1'-3"W, DRY LOCATIONS), SEE 9/A-7.2. 23. CONCENTRIC DIFFUSER LOCATION. INSTALLED BY THE SHELL CONTRACTOR. PAINTED BY TENANT CONTRACTOR. 37. 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 12. LIGHT COVE DETAIL 3 (8"W, WET LOCATIONS), SEE 10/A-7.2. 24. CENTER RECESSED DOWNLIGHT ON POOL BEAM. COORDINATE IN FIELD. NOT 3. IN THE DOCUMENTS FOR RESOLU11ON BY THE ARCHITECT. ALL ELECTRICAL AND MECHANICAL ITEMS LOCATED IN ACOUSTICAL CEILING 10. THE BASKETBALL COURT. SEE A-7.2 FOR TYPICAL CEILING DETAILS: 1/A-7.2 FOR TYPICAL 13. 14. LIGHT COVE DETAIL 4 (1'-3"Vd, WET LOCATIONS), SEE 10/A-7.2. SYNTHETIC WOOD PANEL CEILING AT POOL, SEE 1,2,&3/A-7.3. / 25. 26. FAUX WOOD TRUSS LOCATION, SEE ALL DETAILS ON A-2.10. CENTER ON PIERS ABOVE AT CLERESTORY. WOOD CEILING AND SUPPORTING GRID IN THIS AREA IS MANUFACTURER BY ARMSTRONG WORLD . USED. PANELS SHALL BE POSITIONED AT THE MID OR QUARTER POINTS OF THE GYPSUM BOARD CEILING CONSTRUCTION, 2/A-7.2 FOR TYPICAL SHOWER 15. (NOT USED) INDUSTRIES, SEE I.D. DRAWINGS AND SPECIFICATIONS. 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 16. . EXPOSED ROOF DRAIN LINES PAINT TO MATCH CEILING. WHERE ROOF DRAIN LINES PENETRATE SOFFIT, ' 27. SUPPLY/RETURN NR GRILLES. CENTER HORIZONTALLY IN EACH BAY THE CEILING. SEE SECTIONSNG. INDICATED AND HELD TIGHT TO THE BOTTOM OF THE DECK. DO NOT PROCEED WITH WORK UN11L DISCREPANCIES HAVE BEEN RESOLVED. 4. ALL LIGHTS, EMERGENCY SWITCHES, STROBES, DIFFUSERS, ETC., SHALL BE CENTERED. ALL STROBES SHALL BE CEILING MOUNTED. 11. CONSTRUCTION, OTHER SPECIFIC DETAILS ARE NOTED ON THE PLAN. OPEN STRUCTURE CEILING AREAS VISIBLE TO THE PUBLIC, CONTRACTOR 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 L THE SAME SIZE. PAINT TO MATCH CEILING COLOR. 39. CONFIRM INSTALLATION CLEARANCE OF UTILITIES AT THIS CEILING FAN. NOTIFY ARCHITECT OF THE 5. ALL FIXTURES, CONDUITS, PIPING, DUCTWORK, ETC. SHALL BE MOUNTED SHALL TAKE GREAT CARE TO CAREFULLY LAY OUT ALL UTILITIES/SYSTEMS WITH PAINTABLE JOINT SEALANT, STRUCK FLUSH. 28. USED. 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. .NOT EXTERIOR SOFFIT MOUNTED SPEAKER LOCATION. COORDINATE FINAL LOCATION IN FIELD WITH LAF VENDOR. 40 . SEE 6&7 / SYNTHETIC WOOD PANEL CEILING AT SPAA-7.6. HEIGHTS ARE MAINTAINED. CONTRACTOR SHALL LOCATE ALL CONDUITS CONTRACTOR SHALL PROVIDE A MOCK-UP IN THE FIELD OF TYPICAL 1 .� ( .,� _, 6�2a2.1 2. 1.5 �.. cN) ` 3.3.1 3,4.2 �,� 3.7 cN) ; 4. -ti fm.. 5 5.3 5.7 6.7.8 �.8 } c� 6 r-. 6.3 J c� INSTALLATION CONDITIONS. ACCEPTED MOCK-UP MAY BE PART OF THE FINISH WORK. �_ ......�' 32'-0" - 274' 8" t.=i 64 -0» ' 51- 43r -0» 40 -10» 42 '_ r » 32 -9 32'-0" 18 -1 13 -1 5 - �_ " " 15 -4 25 5 28--11 g'-5 6'-11" I M • 1" 1 I SII w�" 1 _ .• _- ! I 1 _ _• _- I I•• V• BB ALL EXTERIOR WORK, NCLUDING THE EXTERIOR _IGHTING, IS BY THE SHELL CONTRACTOR. WORK S SHOWN FOR REFERENCE ONLY. J FIRST FLOOR REFLECTED CEILING PLAN 3/32"=1'-0" A� NORTH (D LL �� 0 J wILVO P & >-wwzM00ww = I- F W R ` N �w OIL 0dw0 F=O �w� w� cf)Wz0 ED bwz0 LU H z U 5 V 0 axuwpwp== 0�- W IJFx-- p(n 53 P_ E. SCHRO' AR00163 %:_.,f J - 0 FIRST FLOOR W In \O Proj #: Issue Date: z ON Sheet No.: A=203 _ M WB/KC KC In W 0 > '" N qt a 40, c,> m � o N c� +� J « « _c Ln U w 00 L Q rn cr M 0 L N w z O « a U it `o M o Q p O U_ a ou O Ln LL �� 0 J wILVO P & >-wwzM00ww = I- F W R ` N �w OIL 0dw0 F=O �w� w� cf)Wz0 ED bwz0 LU H z U 5 V 0 axuwpwp== 0�- W IJFx-- p(n 53 P_ E. SCHRO' AR00163 %:_.,f J - 0 FIRST FLOOR REFLECTED CEILING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=203 Drawn By: Checked By: WB/KC KC .3 a `o U_ 0 z 0 Sheet Name: FIRST FLOOR REFLECTED CEILING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=203 Drawn By: Checked By: WB/KC KC 1'-11 0. TYP. PANEL WIDTH. ROUTE INTO CLR. SPACE (3) EQ. BETWEEN EACH SECTIONS. PANEL SECTION 9'-q" POOL ENLARGED SPA CEILING 1/4"=1'-0" }. F602'-5*( ............ ::::.................... .........- .._-_.. _ .... .............................................. i I �._...__., .....,.w......_ . ............. ...-_....., ............. ........a i ............. .... .......... ........., .... .. SOCIA ....................... f' EC� zi �, .... .......... ) f..... ....................... .......... : SA ES ....... -_... CEP.Ili. ....... i ._.-_.. _. :�....::....... :...,I I �. ......... �.. �' ............. _l.............. ............. .............. ........................ ................ iL j I I I I I :..... CN) (N) (.) trr aV E �E _ _.................. _._...._._ .................. — ---- - d ::..,...;........:::::............::::: RECEPTION CASEWORK LIGHTING PLAN 1/8"=1'-0" N 8 POOL ENLARGED REFLECTED CEILING PLAN • •••.••••••E---------e----x---.--------:+•:.i ,.. ... �.. .. ... .. .i •.�fj GENERAL SHEET NOTES 1. SEE A-2.3 FOR GENERAL SHEET NOTES AND KEYNOTES. GENERAL FIRE SUPPRESSION NOTES 1. WHERE A CEILJNG 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. ACT1: ACOUSTICAL. PANELS TYPE 1: 2'x4' WITH '2ND LOOK'. &a. ACOUSTICAL PANELS TYPE 2: 2'x8' CEILING IN ONE ON ONE SPACE. IL 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. ff! OPEN WOOD SLAT SOFFIT/CLOUD. SWP: SIMULATED WOOD SLAT CEILING AT POOL AREA. E,5,1 EXPOSED STRUCTURE, PAINTED. F.S.: FAUX SKYLIGHT IN ONE ON ONE SPACE. 2'x5' TRANSLUCENT PANEL AND GRID SYSTEM. 20 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 1,2,&3/A-7.5 AND I.D. DRAWINGS. EXTERIOR: OFS CEILINGS/SOFFITS FAUX WOOD CEILING AT POOL FIELD FABRICATED BY \ 111J= CEILING OVER LATHE AND PLASTERTHE 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 RETURN GRILLE, SIZE VARIES LINEAR SUPPLY DIFFUSER AT POOL, LENGTH VARIES ® EXHAUST GRILLE 8FT LONG LINEAR SUPPLY DIFFUSER AT ONE ON ONE CONCENTRIC DIFFUSER = WALL MOUNTED SUPPLY DIFFUSER �- WALL MOUNTED RETURN GRILLE <) E, 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 ® 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 F---------------4 F6: PROVIDED BY MILLWORK VENDOR. PROVIDE POWER CONNECTION ONLY. MILLWORK VENDOR TO VERIFY FINAL LENGTH. I----------------4 F7: PROVIDED BY MILLWORK VENDOR. PROVIDE POWER CONNECTION ONLY. MILLWORK VENDOR TO VERIFY FINAL LENGTH. 1----------------- 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 I---------------- 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. G 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 6 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 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. 0 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. I---------------- 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 1OFT A.F.F. LL J 0 00 �LUHwCVO� z Fn w0z0 z Wn�.w30 0-2 5_p NwUy%0 U UOQ, =W V WCD 2 LUmF-W N co �jO a o 3 pro SCNRpF®fi� i• •AR0016346 ; +!� . `,0, eon.- ' . A,_� r- FIRST FLOOR DETAIL W Ln �O Z OCN Proj #: Issue Date: zO M CD Sheet No.: A=2 0 3,, 1 Drawn By: 3 M M WB/KC KC U) LU c ul 9 ' U 34° I- c v s W U 00 0 2 L w `C3 O o L s N ? M LO o � a O O O CN � o < LL J 0 00 �LUHwCVO� z Fn w0z0 z Wn�.w30 0-2 5_p NwUy%0 U UOQ, =W V WCD 2 LUmF-W N co �jO a o 3 pro SCNRpF®fi� i• •AR0016346 ; +!� . `,0, eon.- ' . A,_� r- FIRST FLOOR DETAIL REFLECTED CEILING PLANS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2 0 3,, 1 Drawn By: Checked By: WB/KC KC Co Tv ROM o a a z° Sheet Name: FIRST FLOOR DETAIL REFLECTED CEILING PLANS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2 0 3,, 1 Drawn By: Checked By: WB/KC KC RUN UNISTRUT BETWEEN ROOF DECK WEBS BEAR UNISTRUT FROM ROOF JOIST UPPER FLANGE ONLY 1/2" DIA. THREADED ROD "9 FAUX WOOD TRUSS SUPPORT AT ROOF DECK DETAIL A-2.10 1 1/2"=1'-0" CONCEALED ANCHOR BOLTS BEYOND - - SIZE AND QUANTITY BY TRUSS FABRICATOR. FIRE -RETARDANT -TREATED WOOD BLOCKING AS REQUIRED FOR ANCHOR BOLT ATTACHMENT 3/4"x2" P -LAM FLAT STOCK PIECE - SCRIBED ON THREE SIDES OF TRUSS TO ADDRESS CONSTRUCTION VARIATIONS VARIES , 2»" 2a .IJ B.O. DECK ELEV. VARIES THRU-BOLT LOCATION PAINTED 11 GA METAL PLATE w AND BOLTS. P -LAM OVER 1/2" MDF FAUX WOOD TRUSS -8 FAUX WOOD TRUSS PLATE ELEVATION DETAIL A-2.10 1 1/2"=V-0" 3/4"x2" P -LAM FLAT STOCK PIECE SCRIBED ON THREE SIDES OF TRUSS TO ADDRESS CONSTRUCTION VARIATIONS I I W V) b Z Orn BEYOND Issue Date: SUSPENDED WOOD CEILING, kO O N Sheet No.: A=2010 SEE I.D. DRAWINGS AND I� I KC SPECIFICATIONS. fa rn > bpmy QL V p ' —w tv ct U I '� p c THRU-BOLT LOCATION I PAINTED 11 GA METAL PLATE AND BOLTS. « N I I " W 00 L � I w O L w 4w 3" o N O » L .IJ B.O. DECK ELEV. VARIES THRU-BOLT LOCATION PAINTED 11 GA METAL PLATE w AND BOLTS. P -LAM OVER 1/2" MDF FAUX WOOD TRUSS -8 FAUX WOOD TRUSS PLATE ELEVATION DETAIL A-2.10 1 1/2"=V-0" 3/4"x2" P -LAM FLAT STOCK PIECE SCRIBED ON THREE SIDES OF TRUSS TO ADDRESS CONSTRUCTION VARIATIONS 1/2' DIA. THREADED ROD METAL CHANNEL W V) b Z Orn BEYOND Issue Date: SUSPENDED WOOD CEILING, kO O N Sheet No.: A=2010 SEE I.D. DRAWINGS AND M WB/KC KC SPECIFICATIONS. fa rn > bpmy QL V p ' —w tv ct U �` '� p c THRU-BOLT LOCATION PAINTED 11 GA METAL PLATE 1/2' DIA. THREADED ROD 9" P -LAM OVER 1/2" MDF FAUX WOOD VARIES TRUSS NOTE: CONFIRM ANGLE OF DIAGONAL PLATE SECTIONS WITH FAUX WOOD TRUSS ELEVATION. FAUX WOOD TRUSS PLATE ELEVATION DETAIL 1 1/2"=1'-0" 1. DIAGRAM SHOWS EXPLODED AXONOMETRIC OF FAUX WOOD TRUSS. COORDINATE ASSEMBLY AND INSTALLATION REQUIREMENTS WITH FABRICATOR. 2. THIS DIAGRAM SHOWS THE TYPICAL FAUX WOOD TRUSS LAYOUT. THIS PROJECT HAS A UNIQUE LAYOUT DUE TO EXISTING CONDITIONS IN THE BUILDING. FABRICATE TO ELEVATION LAYOUT SHOWN ON THIS SHEET. ASSEMBLY OF FAUX WOOD TRUSS REMAINS SIMILAR TO THIS DETAIL. FAUX WOOD TRUSS ASSEMBLY AXONOMETRIC N_T.S_ 1/2' DIA. THREADED ROD SUSPENDED WOOD CEILING, SEE I.D. DRAWINGS AND SPECIFICATIONS. METAL CHANNEL BEYOND THRU-BOLT LOCATION PAINTED 11 GA METAL PLATE AND BOLTS. P -LAM OVER 1/2" MDF FAUX WOOD TRUSS "6 FAUX WOOD TRUSS PLATE ELEVATION DETAIL A-2.10 1 11/7=11-4' B.O. Cl Tl v CONCE BOTTOM FIRE -REI WO B.O. Cl 177� B.O. FAUX WOOD 1 15'-0" B.O. GYPSU I I I 1/2 DIA. THREADED ROD SUSPENDED WOOD CEILING, SEE I.D. DRAWINGS AND SPECIFICATIONS. METAL CHANNEL BEYOND THRU-BOLT LOCATION PAINTED 11 GA METAL PLATE AND BOLTS. P -LAM OVER 1/2" MDF FAUX WOOD TRUSS NOTE: CONFIRM ANGLE OF DIAGONAL PLATE SECTIONS WITH FAUX WOOD TRUSS ELEVATION. -5 FAUX WOOD TRUSS PLATE ELEVATION DETAIL A-2.10 1 1/2"=1'-0" FIRE -RETARDANT -TREATED WOOD BLOCKING AS REQUIRED FOR ANCHOR BOLT ATTACHMENT 3/4"x2" P -LAM FLAT STOCK PIECE SCRIBED ON THREE SIDES OF TRUSS TO ADDRESS CONSTRUCTION VARIATIONS ANCHOR BOLTS - SIZE AND QUANTITY BY TRUSS FABRICATOR. P -LAM OVER 1/2' MDF FAUX WOOD TRUSS FIRE TREATED WOOD BLOCKING TO BE USED AS LATERAL BRACING AT THE BOTTOM OF THE TRUSS. FAUX WOOD TRUSS PLAN DETAIL AT WALL CONNECTION 1 112"=V-0" TURNBUCKLE HANGER WIRE AND GRID. PROVIDE GRID WITH FACTORY FINISHED CAP. B.O. CEILINGek PER R.C.P. SUSPENDED WOOD CEILING, SEE I.D. DRAWINGS AND SPECIFICATIONS. 1/2" CONCEALED THREADED ROD THRU-BOLT LOCATION METAL CHANNEL WITH THRU HOLES TO ALIGN WITH HOLES OF THE METAL PLATES VERTICAL MEMBER BEYOND DIAGONAL 'BRACE' CUT THROUGH IN SECTION. ELEVATION VARIES WITH SLOPE OF 'BRACE'. w FAUX WOOD TRUSS 3 SECTION AT DIAGONAL �10 1 1/2"=1'-0" I TURNBUCKLE HANGER WIRE AND GRID. PROVIDE GRID WITH FACTORY FINISHED CAP. SUSPENDED WOOD CEILING, SEE I.D. DRAWINGS AND SPECIFICATIONS. 1/2" CONCEALED THREADED ROD THRU-BOLT LOCATION METAL CHANNEL WITH THRU HOLES TO ALIGN WITH HOLES OF THE METAL PLATES P -LAM OVER 1/2" MDF FAUX WOOD TRUSS w FAUX WOOD TRUSS 2 SECTION AT VERTICAL A-2.10 1 1/2"=1--O" FAUX WOOD TRUSS ELEVATION 3/4"=1'-0" NOTE: FAUX WOOD TRUSS AND ALL MOUNTING PARTS TO BE PROVIDED BY LAF VENDOR AND INSTALLED BY G.C. NOTE: FIELD VERIFY ALL DIMENSIONS. CONFIRM INSTALLATION CLEARANCES FOR TRUSSES. MODIFY HEIGHT OF TRUSS AND CEILING AS REQUIRED TO ACCOMODATE THE EXISTING STRUCTURE. B.O. SOFFIT 17'-7" METAL CHANNEL W V) b Z Orn BEYOND Issue Date: SUSPENDED WOOD CEILING, kO O N Sheet No.: A=2010 SEE I.D. DRAWINGS AND M WB/KC KC SPECIFICATIONS. fa rn > bpmy QL V p ' —w tv ct U '� p c THRU-BOLT LOCATION PAINTED 11 GA METAL PLATE AND BOLTS. 9" P -LAM OVER 1/2" MDF FAUX WOOD VARIES TRUSS NOTE: CONFIRM ANGLE OF DIAGONAL PLATE SECTIONS WITH FAUX WOOD TRUSS ELEVATION. FAUX WOOD TRUSS PLATE ELEVATION DETAIL 1 1/2"=1'-0" 1. DIAGRAM SHOWS EXPLODED AXONOMETRIC OF FAUX WOOD TRUSS. COORDINATE ASSEMBLY AND INSTALLATION REQUIREMENTS WITH FABRICATOR. 2. THIS DIAGRAM SHOWS THE TYPICAL FAUX WOOD TRUSS LAYOUT. THIS PROJECT HAS A UNIQUE LAYOUT DUE TO EXISTING CONDITIONS IN THE BUILDING. FABRICATE TO ELEVATION LAYOUT SHOWN ON THIS SHEET. ASSEMBLY OF FAUX WOOD TRUSS REMAINS SIMILAR TO THIS DETAIL. FAUX WOOD TRUSS ASSEMBLY AXONOMETRIC N_T.S_ 1/2' DIA. THREADED ROD SUSPENDED WOOD CEILING, SEE I.D. DRAWINGS AND SPECIFICATIONS. METAL CHANNEL BEYOND THRU-BOLT LOCATION PAINTED 11 GA METAL PLATE AND BOLTS. P -LAM OVER 1/2" MDF FAUX WOOD TRUSS "6 FAUX WOOD TRUSS PLATE ELEVATION DETAIL A-2.10 1 11/7=11-4' B.O. Cl Tl v CONCE BOTTOM FIRE -REI WO B.O. Cl 177� B.O. FAUX WOOD 1 15'-0" B.O. GYPSU I I I 1/2 DIA. THREADED ROD SUSPENDED WOOD CEILING, SEE I.D. DRAWINGS AND SPECIFICATIONS. METAL CHANNEL BEYOND THRU-BOLT LOCATION PAINTED 11 GA METAL PLATE AND BOLTS. P -LAM OVER 1/2" MDF FAUX WOOD TRUSS NOTE: CONFIRM ANGLE OF DIAGONAL PLATE SECTIONS WITH FAUX WOOD TRUSS ELEVATION. -5 FAUX WOOD TRUSS PLATE ELEVATION DETAIL A-2.10 1 1/2"=1'-0" FIRE -RETARDANT -TREATED WOOD BLOCKING AS REQUIRED FOR ANCHOR BOLT ATTACHMENT 3/4"x2" P -LAM FLAT STOCK PIECE SCRIBED ON THREE SIDES OF TRUSS TO ADDRESS CONSTRUCTION VARIATIONS ANCHOR BOLTS - SIZE AND QUANTITY BY TRUSS FABRICATOR. P -LAM OVER 1/2' MDF FAUX WOOD TRUSS FIRE TREATED WOOD BLOCKING TO BE USED AS LATERAL BRACING AT THE BOTTOM OF THE TRUSS. FAUX WOOD TRUSS PLAN DETAIL AT WALL CONNECTION 1 112"=V-0" TURNBUCKLE HANGER WIRE AND GRID. PROVIDE GRID WITH FACTORY FINISHED CAP. B.O. CEILINGek PER R.C.P. SUSPENDED WOOD CEILING, SEE I.D. DRAWINGS AND SPECIFICATIONS. 1/2" CONCEALED THREADED ROD THRU-BOLT LOCATION METAL CHANNEL WITH THRU HOLES TO ALIGN WITH HOLES OF THE METAL PLATES VERTICAL MEMBER BEYOND DIAGONAL 'BRACE' CUT THROUGH IN SECTION. ELEVATION VARIES WITH SLOPE OF 'BRACE'. w FAUX WOOD TRUSS 3 SECTION AT DIAGONAL �10 1 1/2"=1'-0" I TURNBUCKLE HANGER WIRE AND GRID. PROVIDE GRID WITH FACTORY FINISHED CAP. SUSPENDED WOOD CEILING, SEE I.D. DRAWINGS AND SPECIFICATIONS. 1/2" CONCEALED THREADED ROD THRU-BOLT LOCATION METAL CHANNEL WITH THRU HOLES TO ALIGN WITH HOLES OF THE METAL PLATES P -LAM OVER 1/2" MDF FAUX WOOD TRUSS w FAUX WOOD TRUSS 2 SECTION AT VERTICAL A-2.10 1 1/2"=1--O" FAUX WOOD TRUSS ELEVATION 3/4"=1'-0" NOTE: FAUX WOOD TRUSS AND ALL MOUNTING PARTS TO BE PROVIDED BY LAF VENDOR AND INSTALLED BY G.C. NOTE: FIELD VERIFY ALL DIMENSIONS. CONFIRM INSTALLATION CLEARANCES FOR TRUSSES. MODIFY HEIGHT OF TRUSS AND CEILING AS REQUIRED TO ACCOMODATE THE EXISTING STRUCTURE. B.O. SOFFIT 17'-7" } F- J OF-� Wo Z wf2 00 mP=w0Zo�w tiUH2Ix O— N=wniaWO ®mwZ�wOw� aWwax=W- "' QpLLuCl) C.) =5 v U�=20W � co s OF FL '0 E. SCHRot AR001 ASG ti ENLARGED FAUX WOOD W V) b Z Orn Proj #: Issue Date: z kO O N Sheet No.: A=2010 2MC M WB/KC KC 0 fa rn > bpmy QL V p ' U N p c v « N 1 r V W 00 L � M O L w Q1 � o N O » L s rn M LO w O p O N C) ON nom. } F- J OF-� Wo Z wf2 00 mP=w0Zo�w tiUH2Ix O— N=wniaWO ®mwZ�wOw� aWwax=W- "' QpLLuCl) C.) =5 v U�=20W � co s OF FL '0 E. SCHRot AR001 ASG ti ENLARGED FAUX WOOD TRUSS DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2010 Drawn By: Checked By: WB/KC KC 0 N 1 r � o nom. 0 z CD Sheet Name: ENLARGED FAUX WOOD TRUSS DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2010 Drawn By: Checked By: WB/KC KC CEILING TO BRINGvSPEAKER WIRES TO CD ABOVEACEILING TO BRING IN �� v`ll "'t.� t...�m PLAYER/AMP CONTROL WIRE FROM FIRE ALARM PANEL CYCLING ROOM AV DETAIL ELEVATION WALL CONSTRUCTION, SEE WALL TYPES. SCHEDULED WINDOW AND GLAZING ----_.._ _....--- .............................................. ...... E PLAN I RAILING AT STEPS, RAILING AT FRONT BEYOND OF RISER _ RAILING AT WINDOW, BEYOND - - - - - ...... �................. _..... ... ..... ......i II - - - ... . _. _. ._. SEE PLAN (I SEE PLAN I I J » I � � O 6" CONCRETE SLAB D FOAM ON RIGID FOAM INSULATION. INSULATION. SEE STRUCTURAL. 4 LING ROOM RISER SECTION W N \O Z OM w 4 CL �a \O 4i 0C -4 CL A=201 I a •-rs. �rr•'s'¢�:x:r x:[�:::K7:s: �a%ts� :,.� - sa - as a t:ssti�K-•»••aa%:iaai:ru. �r�t:- asi;:s:t.:s:i x.c��. •xy.S•xsKaa s# �. � ��. :+ _.� � �3 M WB/KC PROVIDE SHOP DRAWINGS FOR ARCHITECT'S V) W p C M 'O P REVIEW AND APPROVAL PRIOR TO 6� �.r�:..x���,.�.�.x.�;,.x...x.. k rt. sa..sa..r•o- .s. s- ^.ts• .- vi 5a�'ss • sds.:Lsa..s...t.. •s•.�•:..ss a:-.s•s s•sM � ii s't. •s.i: ax..ns. . s.t x :...s.. s .as..as. xs..aa.-z-t..xa. •Ntj.s. r•s• s x ra ALIGN BACK OF WINDOW vs• ra �ij�t3�n?:.:7:i:«Y.??�Y�..�_s� y WITH FACE OF GYPSUM J » I � � O 6" CONCRETE SLAB D FOAM ON RIGID FOAM INSULATION. INSULATION. SEE STRUCTURAL. 4 LING ROOM RISER SECTION W N \O Z OM w 4 CL �a \O 4i 0C -4 CL A=201 I NOTE: M WB/KC PROVIDE SHOP DRAWINGS FOR ARCHITECT'S V) W p C M 'O P REVIEW AND APPROVAL PRIOR TO 6� FABRICATION. ALIGN BACK OF WINDOW y WITH FACE OF GYPSUM 1 1/2' DIA. PAINTED STEEL PIPE, I BOARD BELOW CURVE AS REQUIRED PER PLAN. MITER 4 SCHEDULED WINDOW AND ALL OUTSIDE CORNERS 00 GLAZING. 1 1/2' DIA. PAINTED STEEL PIPE L Q V1 SUPPORT BEYOND w V VINYL TRANSITION STRIP CONTRACTOR IS RESPONSIBLE FOR CONNECTION TO EXISTING SLAB. SHOP M CONT. TOP TRACK DRAWINGS AND CALCULATIONS SIGNED AND 0 SEALED BY A LICENSED STRUCTURAL o CONT. FORM STOP, CURVED ENGINEER TO BE SUBMITTED FOR REVIEW. AS REQUIRED, TYP. SHEET VINYL OVER CONCRETE SLAB ON RIGID FOAM INSULATION. SEE STRUCTURAL. RIGID FOAM INSULATION. 5/8"GYP. BD. OVER 3/4' " FIRE RETARDANT TREATED L w PLYWOOD AND 7/8" METAL FURRING. FIELD PAINT, N u �_:.... ---==� SEE I.D. DRAWINGS. w 6" '3 YCLING ROOM RISER END SECTION A-2.11 J 1"=l' -O" t0 6' CONCRETE STAIR RISER SLAB BEYOND 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. "2. A-2.11 SHEET VINYLOVER CONCRETE SLAB I GRAL VINYL BASE » c I NOTE: ALL WIRING FOR SOUND SYSTEM SHALL BE CONCEALED IN ADJACENT WALL CONSTRUCTION AND HORIZONTAL WOOD SLAT PANELING. EXPOSED WIRES WILL NOT BE ACCEPTED. FA WALL BASE, SEE I.D. DWGS 1 1/2* / I ""� 1/2' \ I / 1 1/2- DIA. PIPE, CURVL PLAN. MIR SCHEDULED DOOR, SEE DOOR SCHEDULE NXTED STEEL REQUIRED PER ALL OUTSIDE 1 1 DIA. PAINTED STEEL P14SUPPORT BEYOND CONTRACTOR IS RESPONSIBLE FOR CONNECTION TO EXISTLNG 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. YCLING ROOM RISER RAILING DETAIL 1 "=1'-0" 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. , SI bkbL NOT EXIBEED ' ". NOT USED. 17. . NOT USED. 18. BUILDING STEEL COLUMN LOCATION. SEE STRUCTURAL DRAWINGS. 19. . NOT USED. 20. FULL HEIGHT PILASTER, 2' D. SEE I.D. DRAWINGS FOR COMPLETE LAYOUT. 5.3 5.7 .7. 5.8 o- - ENLARGED CYCLING PLAN 1/4"=1'-0" ENLARGED CYCLING W N \O Z OM w 4 CL �a \O 4i 0C -4 Sheet No.: A=201 I Drawn By: M WB/KC m V) W p C M 'O P 6� 1 1/2* / I ""� 1/2' \ I / 1 1/2- DIA. PIPE, CURVL PLAN. MIR SCHEDULED DOOR, SEE DOOR SCHEDULE NXTED STEEL REQUIRED PER ALL OUTSIDE 1 1 DIA. PAINTED STEEL P14SUPPORT BEYOND CONTRACTOR IS RESPONSIBLE FOR CONNECTION TO EXISTLNG 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. YCLING ROOM RISER RAILING DETAIL 1 "=1'-0" 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. , SI bkbL NOT EXIBEED ' ". NOT USED. 17. . NOT USED. 18. BUILDING STEEL COLUMN LOCATION. SEE STRUCTURAL DRAWINGS. 19. . NOT USED. 20. FULL HEIGHT PILASTER, 2' D. SEE I.D. DRAWINGS FOR COMPLETE LAYOUT. 5.3 5.7 .7. 5.8 o- - ENLARGED CYCLING PLAN 1/4"=1'-0" L- ►-0 J W Z zaav0� mP=WOZO(Aw P tL) w- N�o�WZaWO ®x!9U)iF a0.= = cWi)c�aw0 rxwMcf)Ly ��m0H � LU LL 3 4Cf� AR00163 ••� 0 � ENLARGED CYCLING W N \O Z OM Prof #: Issue Date: z \O 4i 0C -4 Sheet No.: A=201 I Drawn By: M WB/KC m V) W p C M 'O P N �g ¢ 4-Jc y V D p c 4 w M L Q V1 w V 00L sn M 0 w ^L W O " L V w L M tt") W O vcr p O o O LL xn L- ►-0 J W Z zaav0� mP=WOZO(Aw P tL) w- N�o�WZaWO ®x!9U)iF a0.= = cWi)c�aw0 rxwMcf)Ly ��m0H � LU LL 3 4Cf� AR00163 ••� 0 � ENLARGED CYCLING PLAN AND DETAILS Prof #: Issue Date: 170264 09-01-2017 Sheet No.: A=201 I Drawn By: Checked By: WB/KC m a 0 z 0 Sheet Name: ENLARGED CYCLING PLAN AND DETAILS Prof #: Issue Date: 170264 09-01-2017 Sheet No.: A=201 I Drawn By: Checked By: WB/KC KC ENLARGED POOL PLAN 1/4"=1'-0" 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. 1. 2. 3. :, 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. KEYNOTES POOL, BY POOL CONTRACTOR. SEE POOL DRAWINGS. CONTINUOUS, RECESSED POOL GUTTER/COPING. SEE 5/A-2.12.1. POOL DECK, CERAMIC TILE OVER THICKSET MORTAR BED OVER RECESSED CONCRETE SLAB. PROVIDE 1/4' PER FOOT SLOPE TO DRAINS. DECK SHALL BE EASILY CLEANABLE AND SLIP RESISTANT. NOTE: TILE RETURNS AT LIP OF POOL EDGE, SEE 5/A-2.1,11. REFER TO I.D. DRAWINGS. ADA -COMPLIANT POOL UFT. COORDINATE EXACT LOCATION OF POOL UFT WITH POOL CONTRACTOR. COORDINATE ALL ANCHORING REQUIREMENTS WITH THE POOL CONTRACTOR. PLASTIC, LINEAR POOL DECK SLOT DRAIN, SEE PLUMBING DRAWINGS AND 1/A-2.12.1. ADA -COMPLIANT HI -LO ELECTRIC DRINKING FOUNTAIN. POOL HANDRAIL AND LADDER/POOL HANDRAIL, SEE POOL DRAWINGS. COORDINATE ALL ANCHORING REQUIREMENTS WITH THE POOL CONTRACTOR. POOL SIGN AND RULES. WALL GRAPHIC LOCATION, SEE I.D. DRAWINGS. STAINLESS STEEL TOWEL HOOKS. PROVIDE METAL STRAP BLOCKING BEHIND ALL TOWEL HOOKS. SEE I.D. DRAWINGS FOR LENGTHS AND MOUNTING HEIGHTS. FLOOR DRAIN, SEE PLUMBING DRAWINGS. SLOPE FLOOR 1/4' PER FOOT TO DRAINS (MAX.). POOL EQUIPMENT SHOWN IS FOR REFERENCE ONLY AND IS BY POOL CONTRACTOR, SEE POOL DRAWINGS. POOL EQUIPMENT SHALL BE MOUNTED ON A CONCRETE HOUSEKEEPING PADS, SLOPED TO DRAIN. SEE STRUCTURAL DRAWINGS AND 2/A-2.12.1 FOR HOUSEKEEPING PADS. ADA -COMPLIANT THRESHOLD. 4' x 41' SQUARE TILE DEPTH MARKERS, TEXT AS SHOWN ON PLAN, SUPPLIED BY POOL CONTRACTOR AND INSTALLED BY TILE CONTRACTOR. SEE POOL DRAWINGS. TILES SHALL BE CONSISTENT SIZE AND BACKGROUND COLOR WITH CONSISTENT FONT STYLE AND SIZE, AND CONSISTENT GRAPHICS. ORIENT TILES AS SHOWN ON PLAN. ALL DEPTH MARKERS SHALL INCLUDE A 'NO DIVING' TILE. 1 "X1' SUP -RESISTANT TILE RACING LANE MARKERS AT POOL FLOOR, BY POOL CONTRACTOR. SEE POOL DRAWINGS. RACING LANE MARKER LINES AND STAINLESS STEEL WALL ANCHORS, BY POOL CONTRACTOR. SEE POOL DRAWINGS. 17. LOCATION FOR SAFETY EQUIPMENT - FIRST AID KIT, SIGNBOARD, LIFE HOOK AND RING BUOY - BY POOL CONTRACTOR. SEE POOL DRAWINGS. COORDINATE FINAL LOCATION FIELD WITH LOCAL AUTHORITY HAVING JURISDICTION. PROVIDE METAL STRAP BLOCKING AT ALL ITEMS. 18. POOL PHONE AND EMERGENCY SHUT-OFF BY POOL CONTRACTOR. SEE POOL DRAWINGS AND ELECTRICAL. 19. 2'X2' SUP -RESISTANT TILES AT STEPS - BY POOL CONTRACTOR. SEE POOL DRAWINGS. SET 2' BACK FROM STAIR NOSING. 20. POOL DRAIN - BY POOL CONTRACTOR. SEE POOL DRAWINGS. 21. CURB WITH 11LE BASE AT ALL STOREFRONT WINDOWS. RETURN TILE OVER TOP OF CURB TO STOREFRONT WINDOW. 22. CONCRETE PAD FOR POOL EQUIPMENT. SEE 2/A-2.12.1. 23. POOL RINSE SHOWER - SEE 7&8/A-2.12.1 FOR LAYOUT INTENT OF OF PLUMBING FIXTURES AND WALL SCONCE LIGHT. COORDINATE INSTALLATION WITH I.D. DRAWINGS. 24. LOW EXHAUST AIR DUCTWORK AND GRILLE. SEE 4/A-2.12.1 AND I.D. DRAWINGS. 25. . NOT USED. 26. 1"X1' SUP RESISTANT TILE WALL TARGET. SEE 6/A-2.12.1. 27. POOL WALL LIGHT. SEE POOL DRAWINGS AND ELECTRICAL DRAWINGS. 28. PdRNFPdRE Ni.e. SEE I.B. DRAWINGS NOT USED. 29. AED CABINET LOCATION. SEE 4/A-7.1, COORDINATE WITH I.D. DRAWINGS. 30. PARTM HEIMrr GYPSUM BOMB AND M ETH S:PdB PlbkSTER PEKE TH DRAWINGS. NOT USED. 31. SKYUG! T . NOT USED. Z W 0 N cr 0 Z Z W Ln �O Z OCN M CO oCN L� 6o o = sLn¢ W T M 0 w z N M of FLO z �' • S. SCHR® F'0 �0 to'/'4- AR001 346 _ I. -••.� m CL u- io m 0 0 z Sheet Name: ENLARGED POOL PLAN Prof #: Issue Data: 170264 09-01-2017 Sheet No.: A=2012 H M WB/KC KC LU o p O N 00 a o 0 w z N M of FLO z �' • S. SCHR® F'0 �0 to'/'4- AR001 346 _ I. -••.� m CL u- io m 0 0 z Sheet Name: ENLARGED POOL PLAN Prof #: Issue Data: 170264 09-01-2017 Sheet No.: A=2012 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' r • - FINISH FLOOR �n 0 _0 0T " - ry METAL LATHE AND PORTLAND . _ ... `. Ck o c 0'-9" B.F.F. c ■■■■■■■i■■I/■■■■i■■■i■■■/■■I CEMENT PLASTER OVER ...,............. THICKSET, NON -SHRINK GROUT MORTAR BED. MIN. 1 1/2" THICK. "' \ �7 N VAPOR BARRIER OVER METAL INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS I �s . , :. �, :..................._............... .... ...... ........ STAINLESS STEEL RECESSED WALL ANCHOR FOR LANE STUDS AT 16" O.C., SIZE AS MARKER LINES. EXTEND MORTAR BED AROUND ANCHOR f■■ Itll■■■■■t■i■t/i■■■i■■■i■I•iNi■i�■NNi%■■iI■■■A ..111111111 REQUIRED FOR CEILING :. W GUTTER TILE FINISH AND POOL PLASTER/TILE WALL TARGET FINISHES I I ADJUST MORTAR JOINT WIDTH SLIGHTLY AT THIS « SUPPORTci LOCATION TO USE FULL TILES. I r BENT 16"L #4 BAR AT 10" O.C., SEE POOL DRAWINGS �, �� �`♦ SHOTCRETE/GUNNTTE CONCRETE POOL WALL, SEE POOL ♦ ♦ It ♦ C DRAWINGS �-----� I I ♦ ``♦♦ L.i e a III ♦♦ ♦\ 0 ... SHOWER HEAD, CENTER ON VERTICAL TILE GROUT CD �`♦♦ �`�` JOINT. COORDINATE WITH I.D. DRAWINGS. v a ................................................................................................................................................................... I 1 :., CL :.. ; , ...... b..._ o ----- ........ _._ _.......... SHOWER SIDE WALL z � CD _, -;s ri `, ...;;` _': j SHOWER CONTROL, CENTER ON VERTICAL TILE � " > GROUT JOINT. COORDINATE WITH I.D. DRAWINGS. P cy EQ. i CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE tj w,....................... ............ .......... .................................................................................. (LATICRETE HYDROBAN, OR EQUAL) OVER THINSET MORTAR BED go OVER 5/8" METAL LATHE AND PORTLAND CEMENT PLASTER Z5 S METAL STUDS AT 16" O.C. WITH FULL THICKNESS UNFACED BATT INSULATION. , , ' •"•'..:: = CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE SEE WALL TYPES FOR STUD SIZE •. ... (LATICRETE HYDROBAN, OR EQUAL) OVER THICKSET MORTAR BED. -- = .............. _...;.................................... ........... ................................. SLOPE MORTAR BED 1/4- PER FOOT MAX. PROVIDE THICKSET a o 5/8" UNPAGED MOISTURE RESISTANT =' -�` ; MORTAR WITH 3x3 13 13 W.W.F. REINFORCING. TIE MEMBRANE / _ GYPSUM BOARD " ! INTO DRAIN ASSEMBLY, z W " ENSURE POSITIVE DRAINAGE IS MAINTAINED. CONCRETE CURB, REINFORCE AND ::•.,. "" PROVIDE CONT. BREAK IN GROUT. PROVIDE CONT. v 5 DOWEL PER STRUCTURAI. DRAWINGS :• -' JOINT SEALANT AT BREAK. fh lit COORD. CURB WIDTH WITH METAL STUD WIDTH SEE PLANS N R W 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. SHOWER DRAIN, CENTER ON PILE 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 % 1"=l' -O" TYPICAL POOL RINSE SHOWER REAR WALL ELEVATION 1 "=1'-0" 4 1/4"0 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" UNGI WALL WALL TILE PLAN AT DECK EDGE TILE PIECE IS A 1'x2" TILES IN THESE ROWS ARE CUT UNGLAZED, SLIP -RESISTANT, TO FIT. SPACE SO TOP AND RADIUSED POOL NOSING EDGE BOTTOM ROWS ARE EQUALLY TRIM. DEPTH MARKER TILES SIZED. BUTT DIRECTLY AGAINST IT. o GUTTER BEYOND, TILE ENTIRE �V` INTERIOR OF GUTTER W I rn� Y a 3 PAINTED GYPSUM BOARD WALL AT EACH JAMB, PROVIDE DOUBLE STUD, BEYOND o9 H R r 0 EDGE OF POOL COPING POOL WATER SURFACE BELOW •-... ` POOL DEPTH MARKERS, LOCATE AT SAME POSITION AS 4n 2 .6 .. .............. - LMARKERS ON POOL DECK. SEE POOL DRAWINGS. - ` : TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL W9~ DEPTH MARKER TILES IN THIS TRIM. • : 1"x1* UNGLAZED, SUP -RESISTANT WALL WALL TILE AT GUTTER/POOL COPING. SEE M8 I.D. DRAWINGS. J ..... .... ... ._... 3 $ 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 "x1" UNGLAZED, SUP -RESISTANT WALL PILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. ELEVATION IN POOL TYPICAL TILE WALL TARGET 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. � I LLj HATCHED TILES INDICATE THE TILES HAVE BEEN CUT TO FIT S �> A ll ''' <y z 1'x1" UNGLAZED, SUP -RESISTANT TILE SEE POOL AND I.D. DRAWINGS. � � 7' PTiR .�.>,TRUCTURAL • " PROVIDE 1'x1" BULLNOSE TRIM AT ALL 90 DEG. OUTSIDE {.i 'o> CORNERS, TYP. SEE I.D. DRAWINGS. <; �7 to ;1 4 CONTINUOUS POOL GUTTER, SEE POOL DRAWINGS. FINISH ALL INSIDEti- x SURFACES OF GUTTER WITH 1"x1" TILE, SEE POOL AND I.D. DRAWINGS z COORDINATE INSTALLATION IN FIELD TO USE WHOLE TILES. i U -CONTINUOUS KEYWAY, SEE STRUCTURAL AND POOL 4 1/4"0 1/4" POOL DEPTH MARKER TILE, SEE POOL DRAWINGS ----------------- DRAWINGS r • - FINISH FLOOR �n 0 _0 0T " - ry �E T.O. GUTTER INLET Ck o c 0'-9" B.F.F. c ■■■■■■■i■■I/■■■■i■■■i■■■/■■I ■■11/■i■iiI ii •-... ` POOL DEPTH MARKERS, LOCATE AT SAME POSITION AS 4n 2 .6 .. .............. - LMARKERS ON POOL DECK. SEE POOL DRAWINGS. - ` : TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. DO NOT INSTALL W9~ DEPTH MARKER TILES IN THIS TRIM. • : 1"x1* UNGLAZED, SUP -RESISTANT WALL WALL TILE AT GUTTER/POOL COPING. SEE M8 I.D. DRAWINGS. J ..... .... ... ._... 3 $ 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 "x1" UNGLAZED, SUP -RESISTANT WALL PILE AT LANE WALL TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. SEE POOL DRAWINGS. ELEVATION IN POOL TYPICAL TILE WALL TARGET 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. � I LLj HATCHED TILES INDICATE THE TILES HAVE BEEN CUT TO FIT S �> A ll ''' <y z 1'x1" UNGLAZED, SUP -RESISTANT TILE SEE POOL AND I.D. DRAWINGS. � � 7' PTiR .�.>,TRUCTURAL • " PROVIDE 1'x1" BULLNOSE TRIM AT ALL 90 DEG. OUTSIDE {.i 'o> CORNERS, TYP. SEE I.D. DRAWINGS. <; �7 to ;1 4 CONTINUOUS POOL GUTTER, SEE POOL DRAWINGS. FINISH ALL INSIDEti- x SURFACES OF GUTTER WITH 1"x1" TILE, SEE POOL AND I.D. DRAWINGS z COORDINATE INSTALLATION IN FIELD TO USE WHOLE TILES. i U -CONTINUOUS KEYWAY, SEE STRUCTURAL AND POOL 4 1/4"0 1/4" POOL DEPTH MARKER TILE, SEE POOL DRAWINGS ----------------- DRAWINGS POOL PLASTER FINISH/WALL TARGETS, SEE POOL CONFIRM THICKNESS `�`♦\ �`�` DRAWINGS. IAL WITH POOL CONTRACTOR ♦� ♦` ;7 ♦ .:.i I E-------------- — II , 9 I -----------.:.1----- A c; WATERPROOF POOL LIGHT, HOUSING, AND CONDUIT. SEE POOL DRAWINGS. I I I�t Al �1 I 9 <:1 fl G Ll----------------- 1 43 <1+ TYPICAL GUTTER/COPING AT POOL 3"=1'-0" 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. 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. r • - W. GUTTER INLET ,� _ _ •k1. « 0'-9" B.F.F. �n LOCATE <% ry HORIZONTAUY J 'A Al I CONT. #10 BAR, SEE POOL DRAWINGS 4" 4" �■■■1■11■It I■■ !■/■Ili■MM■!1■/ii■/■i//■I•//■i■/■t■/■i//■ilu�/uMi■/■Sol 1111111H IN ■■■■■■■i■■I/■■■■i■■■i■■■/■■I ■■11/■i■iiI ii THICKSET, NON -SHRINK GROUT MORTAR BED. MIN. 1 1/2" THICK. "' \ �7 N INLET AND DRAIN LINE TO SURGE TANK, SEE POOL DRAWINGS I �s . , :. �, ■��1!��I•���1 STAINLESS STEEL RECESSED WALL ANCHOR FOR LANE MARKER LINES. EXTEND MORTAR BED AROUND ANCHOR f■■ Itll■■■■■t■i■t/i■■■i■■■i■I•iNi■i�■NNi%■■iI■■■A ..111111111 INSETS. SEE POOL DRAWINGS. 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. I I `'' }•--1-���-------- LOCATION TO USE FULL TILES. I r BENT 16"L #4 BAR AT 10" O.C., SEE POOL DRAWINGS �, �� �`♦ SHOTCRETE/GUNNTTE CONCRETE POOL WALL, SEE POOL ♦ ♦ It ♦ C DRAWINGS �-----� I I ♦ ``♦♦ L.i e a III ♦♦ ♦\ 0 ♦ ♦` r.7 �`♦♦ �`�` FILTERED WATER SUPPLY PIPE AND DIRECTIONAL EYEBALL FITTING, I r`3` ,,, SEE POOL DRAWINGS /;�7 ♦♦` ` <: I 1 :., POOL PLASTER FINISH/WALL TARGETS, SEE POOL CONFIRM THICKNESS `�`♦\ �`�` DRAWINGS. IAL WITH POOL CONTRACTOR ♦� ♦` ;7 ♦ .:.i I E-------------- — II , 9 I -----------.:.1----- A c; WATERPROOF POOL LIGHT, HOUSING, AND CONDUIT. SEE POOL DRAWINGS. I I I�t Al �1 I 9 <:1 fl G Ll----------------- 1 43 <1+ TYPICAL GUTTER/COPING AT POOL 3"=1'-0" 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. 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. 1 "X1 WALL �'- 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 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 WAILS TYPICALLY. AT THE EXTERIOR WALLS, THE CURB IS INTEGRAL TO THE EXTERIOR WALL CONSTRUCTION. REFER TO SLAB PLAN AND STRUCTURAL DRAWINGS. 31 TYPICAL CURB / BASE OF WALL DETAIL IN POOL AREA A-2.12.1 / 3"=1'-0" SEE PLANS, COORDINATE WITH POOL EQUIPMENT DRAWINGS. r • - Prol #: �n LOCATE <% Sheet No.: HORIZONTAUY J 'A Al WB/KC �■■■1■11■It I■■ !■/■Ili■MM■!1■/ii■/■i//■I•//■i■/■t■/■i//■ilu�/uMi■/■Sol 1111111H IN ■■■■■■■i■■I/■■■■i■■■i■■■/■■I ■■11/■i■iiI ii �7 7��1R���1 t�l�l■ ■��1!��I•���1 f■■ Itll■■■■■t■i■t/i■■■i■■■i■I•iNi■i�■NNi%■■iI■■■A ..111111111 1 "X1 WALL �'- 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 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 WAILS TYPICALLY. AT THE EXTERIOR WALLS, THE CURB IS INTEGRAL TO THE EXTERIOR WALL CONSTRUCTION. REFER TO SLAB PLAN AND STRUCTURAL DRAWINGS. 31 TYPICAL CURB / BASE OF WALL DETAIL IN POOL AREA A-2.12.1 / 3"=1'-0" SEE PLANS, COORDINATE WITH POOL EQUIPMENT DRAWINGS. 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 PAI) AND MAINTAIN FULL DOOR OPERATION IN ROOM. REFER TO STRUCTURAL FOR FURTHER INFORMATION. CONT. #4 BAR AT PERIMETER OF SLAB 502' #4 BENT BAR (LLH) AT 32" O.C. MAX. EPDXY DOWELS INTO FLOOR SLAB ARE ACCEPTABLE. 6x6 W4.1xW4.1 W.W.F. CONCRETE SLAB - SEE STRUCTURAL 0-21 TYPICAL POOL EQUIPMENT ROOM PAD DETAIL A-2,12.1 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. ♦` <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. DRAWINGS. r • - Prol #: �n 170264 <% Sheet No.: A=201201 J 'A Al WB/KC KC 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 PAI) AND MAINTAIN FULL DOOR OPERATION IN ROOM. REFER TO STRUCTURAL FOR FURTHER INFORMATION. CONT. #4 BAR AT PERIMETER OF SLAB 502' #4 BENT BAR (LLH) AT 32" O.C. MAX. EPDXY DOWELS INTO FLOOR SLAB ARE ACCEPTABLE. 6x6 W4.1xW4.1 W.W.F. CONCRETE SLAB - SEE STRUCTURAL 0-21 TYPICAL POOL EQUIPMENT ROOM PAD DETAIL A-2,12.1 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. ♦` <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. DRAWINGS. 4 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 6 rn 0 v) U N U L <(0 0 L w c O » L /U w V / OP H U it a Zoe o cv 7 M M PO Q� O � o -0 rQ W 00 M M N 0 o 0 0 o ou U. o�Wzo ��Ww�Op�w ~Q5w ®V Z Z 0 z �w a�Ow� eawwwwX00 awPZ��5� V � g V w m _ 0� 8WLL F- OF FL S. SCHRpF •� 2 x OFA ARO 0 346 ci tic - r • - Prol #: �n 170264 <% Sheet No.: A=201201 J 'A Checked By: WB/KC KC �7 4 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 6 rn 0 v) U N U L <(0 0 L w c O » L /U w V / OP H U it a Zoe o cv 7 M M PO Q� O � o -0 rQ W 00 M M N 0 o 0 0 o ou U. o�Wzo ��Ww�Op�w ~Q5w ®V Z Z 0 z �w a�Ow� eawwwwX00 awPZ��5� V � g V w m _ 0� 8WLL F- OF FL S. SCHRpF •� 2 x OFA ARO 0 346 ci tic - r • - Prol #: �n 170264 09-01-2017 Sheet No.: A=201201 4 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 6 rn 0 v) U N U L <(0 0 L w c O » L /U w V / OP H U it a Zoe o cv 7 M M PO Q� O � o -0 rQ W 00 M M N 0 o 0 0 o ou U. o�Wzo ��Ww�Op�w ~Q5w ®V Z Z 0 z �w a�Ow� eawwwwX00 awPZ��5� V � g V w m _ 0� 8WLL F- OF FL S. SCHRpF •� 2 x OFA ARO 0 346 ci tic - Sheet Name: r • - Prol #: Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By: Checked By: WB/KC KC � Q w d 0 CL w � CD ri 0 Sheet Name: ENLARGED POOL DETAILS Prol #: Issue Date: 170264 09-01-2017 Sheet No.: A=201201 Drawn By: Checked By: WB/KC KC F.5 - 5.8 6 6.3 6.3 ENLARGED LOCKER ROOM PLAN 1/4"=1'-0" GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN FROM FACE OF STUD OR MASONRY/CONCRETE, OR CENTERLINE OF STRUCTURE, UNLESS INDICATED OTHERWISE. 2. PRIOR TO ROUGH -IN, COORDINATE LOCATION OF ALL LAVATORIES, SHOWER HEADS, MIRRORS, LIGHT FIXTURES, ELECTRICAL„ AND 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 REQUIREMENTS OF 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. 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. 6. AT SHOWER ROOMS, COORDINATE ALL WALL CONSTRUCTION WITH FINAL FINISH DIMENSIONS AT TILE WORK. 7. SEE 8/A-2.13.1 FOR TYPICAL CURB DETAIL AT TOILET AND SHOWER ROOMS. KEYNOTES 1. FLOOR DRAIN. ALIGN AS SHOWN IN THE PLAN. 2. COUNTERTOP/CASEWORK, SEE I.D. DRAWINGS. 3. TYPICAL LOCKERS, SEE 4/A-2.13.1 AND I.D. DRAWINGS. PROVIDE ALL REQUIRED CLOSURES, FILLERS, AND TRIMS FOR A COMPLETE INSTALLATION. 4. TYPICAL ACCESSIBLE LOCKER LOCATION, SEE ACCESSIBILITY STANDARDS, 4/A-2.13.1 AND I.D. DRAWINGS. PROVIDE ALL REQUIRED CLOSURES, FILLERS, AND TRIMS FOR A COMPLETE INSTALLATION. 5. GROOMING STATION AT TYPICAL LOCKERS, BY LOCKER FABRICATOR. SEE I.D. DRAWINGS. 6. AT TYPICAL LOCKERS, PROVIDE PLYWOOD TOP PLATES ACROSS THE VOID CREATED BY LOCKER BANK INTERSECTIONS. OPEN VOIDS WILL NOT BE ACCEPTED. 7. U.R.R. ACCESSIBLE LOCKER LOCATION, SEE ACCESSIBILITY STANDARDS, 5/A-2.13.1 AND I.D. DRAWINGS. PROVIDE ALL REQUIRED CLOSURES, FILLERS, AND TRIMS FOR A COMPLETE INSTALLATION. CONTRACTOR TO PROVIDE BASE AT THIS LOCKER SIMILAR TO 4/A-2.13.1. FRONT 2x SHALL BE ALIGNED WITH FACE OF WALL FRAMING. 8. BENCH LOCATION - SEE I.D. DRAWINGS. 9. ACCESSIBLE BENCH LOCATION - SEE ACCESSIBILITY STANDARDS AND I.D. DRAWINGS. 10. TILE FLOOR OVER THICKSET MORTAR BED AND RECESSED SLAB, THIS ROOM. SLOPE TO DRAIN 1/4" PER FOOT, MAX. SEE SLAB PLAN AND I.D. DRAWINGS. 11. FLAT SCREEN TV LOCATION, MOUNTED TO FACE OF WALL/SOFFIT ABOVE. UNLESS INDICATED OTHERWISE, CENTER ON LOCKER ALCOVES AND BENCHES, IN PLAN. COORDINATE POWER AND DATA LOCATIONS WITH VENDOR PRIOR TO ROUGH -IN. SEE 7/A-2.13.1 AND I.D. DRAWINGS. 12. AT THIS LOCATION, COORDINATE FINAL LOCATION OF FLAT SCREEN TV IN FIELD. COORDINATE WITH FINAL TV SIZE. ENSURE TV DOES NOT STRADDLE THE "SURROUND" AT THE LAVATORIES. REVIEW IN FIELD WITH ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 13. FLUSH -SET 2430 CEILING ACCESS PANEL PAINT TO MATCH CEILING. SEE 15/A-7.2. 14. ELK4RIGO& EQUIPMENT , SEE &Effllek. PR (NOT USED) 15. TELEPHONE/DATA, THIS ROOM. SEE ELECTRICAL AND COORDINATE WITH LAF VENDORS. PROVIDE FIRE -RETARDANT TREATED PLYWOOD TELEPHONE BOARDS ON ALL WALLS OF THIS ROOM. 16. ROOF ACCESS LADDER AND HATCH ABOVE. SEE ll/A-6.3. ROOF HATCH BY LANDLORD. 17. PARTIAL HEIGHT GYPSUM BOARD AND METAL STUD PILASTER, BENEATH HORIZONTAL WOOD PANELING ABOVE. SEE 5/A-7.1 AND I.D. DRAWINGS. 18. LOW EXHAUST AIR DUCTWORK AND GRILLES IN TILE WALL BASE. SEE MECHANICAL DRAWINGS. AND 9/A-2.13.1. 19. NOT USED. 20, NOT USED. 21. WALL SCONCE AT LAVATORIES, CENTERED BETWEEN MIRRORS. SEE 6/A-2.13.1 AND I.D. DRAWINGS. ELECTRICAL OUTLETS AT THE SAME LOCATIONS SHALL BE CENTERED BETWEEN THE MIRRORS AS WELL 22. WALL SCONCE AT SHOWERS, CENTER ON REAR WALL OF SHOWER STALL. SEE 2&3/A-2.13.1 AND I.D. DRAWINGS. 23. COUNTER MOUNTED LAVATORY AT LOCKER ROOMS AND TOILET ROOMS. ALL LAVATORIES IN THIS ROOM ARE MOUNTED AT ACCESSIBLE HEIGHT. LOCATE LAVATORIES AND MIRRORS CENTERED ON EACH OTHER. SEE ACCESSIBILITY STANDARDS, 6/A-2.13.1 AND I.D. DRAWINGS, COORDINATE ALL LAYOUTS AND UTILITIES WITH LAYOUTS SHOWN IN I.D. DRAWINGS. 24. WALL MOUNTED LAVATORY, MOUNTED AT ACCESSIBLE HEIGHT. SEE ACCESSIBILITY STANDARDS. PROVIDE PIPE INSULATION ON ALL EXPOSED PIPING. 25. TOILET PARTITIONS. 26. STANDARD TOILET. 27. ACCESSIBLE TOILET. SEE ACCESSIBILITY STANDARDS. 28. ACCESSIBLE TOILET STALL LOCATION. SEE ACCESSIBILITY STANDARDS. PROVIDE ADA COMPLIANT HARDWARE AND DOOR SIZES AT ACCESSIBLE STALLS. 29. URINAL SCREENS. 30. STANDARD URINAL 31. ACCESSIBLE URINAL. SEE ACCESSIBILITY STANDARDS. 32. TYPICAL STANDARD SHOWER STALL, PROVIDE WITH SHOWER CURB. SEE 1&2/A-2.13.1 AND I.D. DRAWINGS. 33. TYPICAL STANDARD SHOWER HEAD AND CONTROL VALVE SEE 1/A-2.13.1 AND I.D. DRAWINGS. 34. TYPICAL ACCESSIBLE SHOWER STALL DO NOT PROVIDE WITH A SHOWER CURB. SEE ACCESSIBILITY STANDARDS, 1&3/A-2.13.1 AND I.D. DRAWINGS. 35. TYPICAL ACCESSIBLE SHOWER HEAD AND CONTROL VALVE. SEE ACCESSIBILITY STANDARDS, 3/A-2.13.1 AND I.D. DRAWINGS. 36. ACCESSIBLE SHOWER STALL AT U.R..R. SEE ACCESSIBILITY STANDARDS, 1,2,&3/A-2.13.1 (SIM.) AND I.D. DRAWINGS. DO NOT PROVIDE SHOWER CURB. FINISH SIZE AT THIS LOCATION IS 3'-0"x3'-0". COORDINATE IN THE FIELD. 37. AT ALL SHOWERS, ALIGN STANDARD CONTROLS, WALL SCONCES, FLOOR DRAINS, AND TILE JOINTS AS SHOWN IN 1,2,&3/A-2.13.1. COORDINATE LOCATIONS WITH TILE WORK SHOWN IN THE I.D. DRAWINGS. COORDINATE ALL UTILITY ROUGH -IN PRIOR TO WALL ENCLOSURE. INSTALL ACCESSIBLE CONTROLS AS REQUIRED BY THE ACCESSIBILITY STANDARDS AND AS SHOWN IN 3/A-2.13.1. 38. JANITORS SINK. 39. WALL MOUNTED DRESSING MIRROR INSTALLED IN CASEWORK FRAME. SEE I.D. DRAWINGS. 40. ADA COMPLAINT HI -LO ELECTRIC WATER COOLER LOCATION. 41. SAUNA SEATING, BY SAUNA MANUFACTURER. 42. SAUNA HEATER, BY SAUNA MANUFACTURER. TOILET AND BATHROOM ACCESSORIES A. INDIVIDUAL, FRAMELESS MIRROR AT EACH COUNTER -MOUNTED J. ACCESSIBLE TOILET STALL 36" LONG ACCESSIBLE HORIZONTAL GRAB LAVATORY, CENTER ON LAVATORY, SEE 6/A-2.13.1 AND I.D. DRAWINGS. Issue Date: BAR. CONFIRM MIRROR WIDTH WITH WALL TILE LAYOUTS SHOWN IN I.D. K. ACCESSIBLE TOILET STALL 42" LONG ACCESSIBLE HORIZONTAL GRAB DRAWINGS. Checked By: BAR. B. 24"X36" CHANNEL -FRAMED MIRROR AT WALL -HUNG LAVATORY. L ACCESSIBLE SHOWER 36" LONG ACCESSIBLE HORIZONTAL GRAB BAR. CONFIRM FINAL LOCATION WITH I.D. DRAWINGS. AND ACCESSIBILITY M. SHOWER CURTAIN ROD (INCLUDED IN SCOPE OF WORK) AND SHOWER STANDARDS. CENTER ON LAVATORY. CURTAIN (BY OTHERS). SEE I.D. DRAWINGS. C. COUNTER -MOUNTED SOAP DISPENSER AT EACH COUNTER MOUNTED N. SURFACE -MOUNTED SOAP DISH DISPENSER AT SHOWER, BY OTHERS. LAVATORY, BY OTHERS. LA SEE 1 &3/A-2.13.1 D. WALL -MOUNTED SOAP DISPENSER AT LAVATORY, BY OTHERS. 0. SHOWER WALL HOOK, SEE I.D. DRAWINGS. AT ACCESSIBLE STALLS, E. PAPER TOWEL DISPENSER, BY OTHERS. PROVIDE (2) HOOKS. MOUNT (1) AT THE STANDARD HEIGHT AND (1) F. TOILET PAPER DISPENSER, BY OTHERS. DO NOT PROVIDE METAL AT ACCESSIBLE HEIGHT, SEE ACCESSIBILITY STANDARDS AND I.D. STRAP BLOCKING WHERE DISPENSER IS MOUNTED ON TOILET DRAWINGS. PARTITIONS. G. TOILET SEAT COVER DISPENSER LOCATION, BY OTHERS. P. ACCESSIBLE FOLDING SHOWER SEAT, SEE ACCESSIBILITY STANDARDS, H. COAT HOOK/DOOR STOP, BY TOILET PARTITION MANUFACTURER. Q 3/A-2.131, AND I.D. DRAWINGS. U.R.R. ACCESSIBLE SHOWER 30" LONG ACCESSIBLE HORIZONTAL GRAB MOUNT PER MANUFACTURER'S RECOMMENDATIONS. AT ACCESSIBLE BAR STALLS, PROVIDE (2) COAT HOOKS. MOUNT (1) AT STANDARD HEIGHT' R. U.R.R. ACCESSIBLE SHOWER 18" LONG ACCESSIBLE HORIZONTAL GRAB AND (1) ACCESSIBLE HEIGHT. WHERE DOOR OPENS OUT AT ALL END BAR STALLS, THE MANUFACTURER SHALL PROVIDE WALL MOUNTED STOP TO' S. MOP SHELF AT JANITORS SINK. MOUNT AT MANUFACTURER'S PROTECT TILE. RECOMMENDED HEIGHT. I. ACCESSIBLE TOILET STALL 18" LONG ACCESSIBLE VERTICAL GRAB BAR. w 0 s LU 5 W N �O Z 0CN M CD ocN 7 M M > LP, Q � � o �~ s ¢ V) w 00 M LL J 01-~ mI,_= W 0 Z p 0 w N Uj .=)CLOaM F- 0 X w Z w w v z=a�a= W_ZWOWU' s w W w W= W IL L O Z- N V c��o 3 N M G.^ ®f- FL ®'�'s E. SCHR010 f AR0016346 K ' m O c 0 a �1 0 z to Sheet Name: ENLARGED LOCKER ROOM PLAN Proj #: Issue Date: 170264 09-01-2017 M A=2013 Drawn By: Checked By: LO KC U p O Ir o O Q LA LL J 01-~ mI,_= W 0 Z p 0 w N Uj .=)CLOaM F- 0 X w Z w w v z=a�a= W_ZWOWU' s w W w W= W IL L O Z- N V c��o 3 N M G.^ ®f- FL ®'�'s E. SCHR010 f AR0016346 K ' m O c 0 a �1 0 z to 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 11LE - SPRAY, DO NOT BRUSH OR ROLL SEE I.D. DRAWINGS. � • Er ®ql®! 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 91 TYPICAL LOW EXHAUST GRILLE ELEVATION DETAIL A-2.13.1 / 1 1/2"=V-0" B.O. CEILING 11'-0' A F.F. CENTER Ns ON LOCKER ALCOVES ENLARGED LOCKER ROOM ELECTRICAL MINE ��1111�lI�T�HI��I��II,I•I• ■®M®MIS/i•®��I��� ®®ice �®�®I�®���!®I�I� !®M® ON VERTICAL TILE salmon � II�TI�IIIT O� GROUT JOINT mom 0010101011 WB/KC {NEM FRAMELESS MIRROR LOCATION, PROVIDE WITH I I � I I 1 -. ` '":,. - II ADA COMPLIANT a SHOWER CONTROLS, I I Ron �!�®�11��1�1N®�I�I��I�I���I�I�/��►./N�I� U TILE 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 91 TYPICAL LOW EXHAUST GRILLE ELEVATION DETAIL A-2.13.1 / 1 1/2"=V-0" B.O. CEILING 11'-0' A F.F. CENTER Ns ON LOCKER ALCOVES ENLARGED REFLECTED CEILING PLAN ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING AND SOFFIT T.V. BY OWNER. MOUNT TO WALL BRACKET AND ANGLE DOWNWARD WALL BRACKET BY LAF AV VENDOR. DUPLEX RECEPTACLE MOUNTED IN WALL BEHIND N DUPLEX DATA TERMINAL MOUNTED IN WALL BEHIND N TYPICAL LOCKER ROOM TV MOUNTING DETAIL 1 11/2"=V-0" :r s d V 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 "8 � TYPICAL CURB DETAIL AT TOILET ROOMS AND SHOWERS A-2.13.1 % 3"=1'4" SECTION MIRROR WIDTH - FIELD VERIFY. 4'-0" (MAX.) SINK SPACING. ADJUST WIDTH FOR SINK SPACING SEE PLANS FOR ACTUAL DIMENSIONS, '-6" BETWEEN TO HOLD THE 1'-6" DIMENSION MAINTAIN SAME CENTER TO CENTER 1 14VIt1 VII\V /IVVLVJ 1 /-11\LW, VLL I.V• . .wvr. •• DRAWINGS QUANTITIES AND LOCATIONS WITH ELECTRICAL DRAWINGS `6YPICAL LOCKER ROOM LAVATORY WALL ELEVATION A-2.13.1 % V=V -0" "OUSTICAL TILE CEILING JPLEX RECEPTACLE AND DUPLEX kTA TERMINAL MOUNTED IN WALL --HIND N V. BY OWNER. MOUNT TO WALL RACKET AND ANGLE DOWNWARD C. TO PROVIDE FIRE RETARDANT ?EATED WOOD BLOCKING AS :QUIRED FOR WALL BRACKET JPPORT AND ANCHORAGE (PSUM BOARD CEILING AND SOFFIT EXTEND WALL TILE BEHIND MIRRORS THE DISTANCE SHOWN 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. 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 CONSTTRUCT10N IS SIMILAR TO 2/A-2.13. FRONT 2X4 SHALL ALIGN WITH OUTSIDE FACE OF FRAMING. U.R.R. RECESSED LOCKER DETAIL PLAN 1'-5 TYP. A-2.13.1 1 1 1/2"=1'4 ADA COMPLIANT SHOWER DROP ELL AND HOSE, CENTER HORIZ. ON TILE LAYOUT SURFACE MOUNT SOAP DISPENSER - BY LAF VENDOR 3 cn 0 0 I S F 3 0 0 N m 63 z o N N Z I Li f7 + I M EQ. 2'-3" '" 1f-6' FOLDING 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 ENLARGED LOCKER ROOM ELECTRICAL Proj #: -"*— B.O. CEILIN( 9 -0 A.F.F ON VERTICAL TILE f- GROUT JOINT II I I� Checked By: WB/KC KC FRAMELESS MIRROR LOCATION, PROVIDE WITH I I � I I 1 -. ` '":,. - II ADA COMPLIANT a SHOWER CONTROLS, I I CENTER HORIZ. ON CENTER OF FULL U TILE o ADA COMPLIANT II ADJUSTABLE SHOWER Uj WAND AND SLIDE BAR I/ W L L METAL LATHE AND PORTLAND ---..._. _ ENLARGED REFLECTED CEILING PLAN ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING AND SOFFIT T.V. BY OWNER. MOUNT TO WALL BRACKET AND ANGLE DOWNWARD WALL BRACKET BY LAF AV VENDOR. DUPLEX RECEPTACLE MOUNTED IN WALL BEHIND N DUPLEX DATA TERMINAL MOUNTED IN WALL BEHIND N TYPICAL LOCKER ROOM TV MOUNTING DETAIL 1 11/2"=V-0" :r s d V 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 "8 � TYPICAL CURB DETAIL AT TOILET ROOMS AND SHOWERS A-2.13.1 % 3"=1'4" SECTION MIRROR WIDTH - FIELD VERIFY. 4'-0" (MAX.) SINK SPACING. ADJUST WIDTH FOR SINK SPACING SEE PLANS FOR ACTUAL DIMENSIONS, '-6" BETWEEN TO HOLD THE 1'-6" DIMENSION MAINTAIN SAME CENTER TO CENTER 1 14VIt1 VII\V /IVVLVJ 1 /-11\LW, VLL I.V• . .wvr. •• DRAWINGS QUANTITIES AND LOCATIONS WITH ELECTRICAL DRAWINGS `6YPICAL LOCKER ROOM LAVATORY WALL ELEVATION A-2.13.1 % V=V -0" "OUSTICAL TILE CEILING JPLEX RECEPTACLE AND DUPLEX kTA TERMINAL MOUNTED IN WALL --HIND N V. BY OWNER. MOUNT TO WALL RACKET AND ANGLE DOWNWARD C. TO PROVIDE FIRE RETARDANT ?EATED WOOD BLOCKING AS :QUIRED FOR WALL BRACKET JPPORT AND ANCHORAGE (PSUM BOARD CEILING AND SOFFIT EXTEND WALL TILE BEHIND MIRRORS THE DISTANCE SHOWN 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. 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 CONSTTRUCT10N IS SIMILAR TO 2/A-2.13. FRONT 2X4 SHALL ALIGN WITH OUTSIDE FACE OF FRAMING. U.R.R. RECESSED LOCKER DETAIL PLAN 1'-5 TYP. A-2.13.1 1 1 1/2"=1'4 ADA COMPLIANT SHOWER DROP ELL AND HOSE, CENTER HORIZ. ON TILE LAYOUT SURFACE MOUNT SOAP DISPENSER - BY LAF VENDOR 3 cn 0 0 I S F 3 0 0 N m 63 z o N N Z I Li f7 + I M EQ. 2'-3" '" 1f-6' FOLDING 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 ENLARGED LOCKER ROOM ELECTRICAL Proj #: DRAWINGS. CENTER t ON VERTICAL TILE Sheet No.: GROUT JOINT S Checked By: WB/KC KC FRAMELESS MIRROR LOCATION, PROVIDE WITH -. ` '":,. - ADA COMPLIANT a SHOWER CONTROLS, POLISHED EDGES. FUR OUT FROM WALL ON FIRE -RETARDANT TREATED 1/2 PLYWOOD8" CENTER HORIZ. ON CENTER OF FULL U TILE o ADA COMPLIANT 5 ADJUSTABLE SHOWER Uj WAND AND SLIDE BAR -j W 3 METAL LATHE AND PORTLAND ---..._. _ GRAB BARS $ c� BETWEEN EDGE OF MIRROR AND TILE. O „ j SHOWER DRAIN, W CENTER ON 11LE GROUT JOINTS. CEMENT PLASTER OVER...._:_:. COORDINATE WITH z I.D. DRAWINGS. x o + i iV ..........~.:, I I� SLOPE FLOOR TO DRAIN "3 TYPICAL ADA COMPLIANT SHOWER REAR WALL ELEVATION A•2.13.1 1 "=1'-0' iOVIDE WOOD BLOCKING AS :QUIRED BY LOCKER MANUFACTURER )R LOCKER SUPPORT AND ICHORING w W� J )CKER - SEE SPECS 8 U-) w 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 ,I—` `- LOCKER BASE - CONT. 2x FIRE -TREATED WOOD FRAMING WITH 1/2" FIRE-TREEATED WOOD FRAMING WITH 1/2' ARE-TREEATED PLYWOOD TOP SHEET, BY CONTRACTOR. PLYWOOD TOP SHEET, BY CONTRACTOR. TRIM 2x FRAMING TO FIT FOR TILE BASE TRIM 2x FRAMING TO FIT FOR TILE BASE HEIGHT. CONTRACTOR TO COORDINATE HEIGHT. CONTRACTOR TO COORDINATE WITH LOCKER MANUFACTURER FOR BASE WITH LOCKER MANUFACTURER FOR BASE CONSTRUCTION. CONSTRUCTION. SECURED TO WALLS FREESTANDING AT PENINSULAS NOTES: 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. 4 TYPICAL LOCKER DETAILS - LOCKER ROOMS 3/8"=1'-0" :EILING SLOPES, SEE R.C.P. WALL SCONCE, SEE ELECTRICAL DRAWINGS. CENTER ON TILE JOINTS. 0 cD 0 U 0 3 CD SHOWER DRAIN, CENTER ON TILE GROUT U JOINTS. COORDINATE WITH I.D. DRAWINGS. 4�7 0 ti z SLOPE FLOOR TO DRAIN + 1� SEE PLANS TYPICAL SHOWER REAR WALL ELEVATION 1/2"=1'-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. 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 oM CN ai oN 7 Mn >Lr-, oa 30 o~ R++ L Q w 00 m rn M In 0 O 0 0 o (0) U_ Ln J � o �cuniff2wa?QIle mP I w 0 z 0 0 QUI_2ir �w Sao wo =wxxdz�CL wzzvoz� awI, ��3V 0�c=7CO 5Vwm�x o00 3: 0 a 0 z° Sheet Name: ENLARGED LOCKER ROOM . `.... --> Proj #: �' VARIES - SEE R.C.P.s 170264 09-01-2017 Sheet No.: A=2013,91 1 Checked By: WB/KC KC FRAMELESS MIRROR LOCATION, PROVIDE WITH -. ` '":,. - POLISHED EDGES. FUR OUT FROM WALL ON FIRE -RETARDANT TREATED 1/2 PLYWOOD8" OPEN AT TOP OF PARTIAL HEIGHT WALL, RETURN TILE, WATERPROOFING AND ISOLATION MEMBRANE, AND METAL LATHE I 3 TILE CEILING OVER 5 / ` -`'..r} W SHEATHING. PROVIDE CLEAR SILICONE JOINT METAL LATHE AND PORTLAND ---..._. _ AND PORTLAND CEMENT PLASTER AT HORIZONTAL SURFACE BETWEEN EDGE OF MIRROR AND TILE. „ j CEMENT PLASTER OVER...._:_:. VAPOR BARRIER OVER METAL ..........~.:, STUDS AT 16" O.C., SIZE AS ' v REQUIRED FOR CEILING NOTES ON WALL SCONCE PLACEMENT AT ENDS SUPPORT w,.. -,J ........................................................................ w ..... OF COUNTERS: ,..._......_� .::-.._.-...1. 1. AT LOCATIONS WHERE THE WALL TILE ) SHOWER HEAD, CENTER ON VERTICAL TILE GROUT LOCATED AT THE END OF THE LAVATORY - JOINT. COORDINATE WITH I.D. DRAWINGS. g COUNTERS EXTENDS BEYOND THE 18"-_:.•, SHOWN ABOVE, THE LIGHT FIXTURE SHALL ;,':.. - 1 z Q STILL BE SET 9" FROM THE EDGE OF `~ fn F �_ THE MIRROR. --•..3cm o 2. AT LOCATIONS WHERE THE WALL TILE LOCATED AT THE END OF THE LAVATORY `sn COUNTERS IS LESS THAN 18" SHOWN '-`"l EQ. EQ. SHOWER SIDE WALL ABOVE, T HE LIGHT FIXTURE SHALL BE ................................................................................................................................................................................ -: S SET EQUALLY SPACED BETWEEN THE END OF THE MIRROR AND THE END OF THE COUNTER. SURFACE MOUNT SOAP DISPENSER - BY ` ) I I SHOWER CONTROL, CENTER ON VERTICAL TILE LAF VENDOR ;,`" I GROUT JOINT. COORDINATE WITH I.D. DRAWINGS. L J WALL SCONCE, SEE ELECTRICAL DRAWINGS. �- ,. „\ : — CENTER HORIZ. ON WALL TILE .................................................................................................... r` GFCI RECEPTACLE, QUANTITY PER ELECTRICAL EQ EQ CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE o DRAWINGS. TYPICALLY LOCATED AT EVERY -- } EQUAL) (LATICRETE HYDROBAN, OR OVER THINSET MORTAR BED -D OTHER LAVATORY. CENTER HORIZ. ON WALL :-- W OVER 5/8" METAL LATHE AND PORTLAND CEMENT PLASTER S TILE. METAL STUDS AT 16" O.C. WITH FULL .•== ° R - THICKNESS UNPAGED BATT INSULATION. CERAMIC TILE OVER WATERPROOFING AND ISOLATION MEMBRANE o SEE WALL TYPES FOR STUD SIZE ..~:::} :;;;:::� (LATICRETE HYDROBAN, OR EQUAL) OVER THICKSET MORTAR BED. F COUNTER MOUNTED LAVATORY, SEE PLUMBING ~ 1 SLOPE MORTAR BED 1/4" PER FOOT MAX. PROVIDE THICKSET DRAWINGS " 5 8 UNPAGED MOISTURE RESISTANT MORTAR WITH 3x3 13/13 W.W.F. REINFORCING. TIE MEMBRANE GYPSUM BOARD �, .. "" INTO DRAIN ASSEMBLY, i ,1... ............................................................................................. . .................................................................................................. ENSURE POSITIVE DRAINAGE IS MAINTAINED. c� GUSSET BEYOND - BY CASEWORK FABRICATOR ,,......: .. 6", I o CONCRETE CURB, REINFORCE AND 1 FINISH PROVIDE CONT. BREAK IN GROUT. PROVIDE CONT. + 5 CENTER JOINTS IN PLUMBING ACCESS PANELS DOWEL PER STRUCTURAL DRAWINGS ....... `"` :-' DIM. JOINT SEALANT AT BREAK. HORIZ. ON WALL TILE ........... _ ........................................ _...... _............ _._....... ..._........__......._..._. ---- _......---- - _..._._....... ,� - N R -c 25 to wiz 25 PLUMBING ACCESS PANEL, SEE PLUMBING DRAWINGS. DO NOT LOCATE AT GUSSETS OR COORD. CURB WIDTH COORD. CURB WIDTH DIRECTLY BEHIND LAVATORIES. WITH METAL STUD WIDTH `� " EE' PLANS WITH TILE FINISH DIMENSIONS, SEE I.D. DRAWINGS N R W CONCRETE CURB, REINFORCE AND DOWEL PER STRUCTURAL DRAWINGS. PROVIDE 1/2" CHAMFER AT OUTSIDE CORNERS. RECESSED STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS TYPICAL SHOWER CROSS SECTION SHOWER DRAIN, CENTER ON TILE GROUT JOINTS. COORDINATE WITH I.D. DRAWINGS. 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. 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 oM CN ai oN 7 Mn >Lr-, oa 30 o~ R++ L Q w 00 m rn M In 0 O 0 0 o (0) U_ Ln J � o �cuniff2wa?QIle mP I w 0 z 0 0 QUI_2ir �w Sao wo =wxxdz�CL wzzvoz� awI, ��3V 0�c=7CO 5Vwm�x o00 3: 0 a 0 z° Sheet Name: ENLARGED LOCKER ROOM DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2013,91 Drawn By: Checked By: WB/KC KC `6' A-2.14 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" `5' A-2.14 KIDS KLUB FLOORING TRANSITION- RESTROOMS TO PLAYGROUND AREA 3"=1'-0" SCHEDULED DOOR AND FRAME 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 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__ CARPET OVER PADDED SUBFLOOR - BY LAF VENDOR. RAMP UP PADDED SUBFLOOR 1:12 MAX. ADA -COMPLIANT RESILIENT TRANSITION - COORDINATE TYPE WITH FIELD CONDITION �z RESILIENT SHEET FLOORING - SEE I.D. DRAWINGS CONCRETE SLAB TRAN (TION WHERE THERE IS NO R CESSED SLAB KIDS KLUB FLOORING TRANSITION - PLAYGROUND AREA TO TV AREA 3"=1'-0" 5/8" GYPSUM BOARD METAL STUD FRAMING - SEE WALL TYPES CURVED OUTSIDE CORNER TRIM, FRY REGLET 5/8"R CURVED OUTSIDE 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 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 KIDS KLUB TV / WALL DETAIL 3/8"=1'-0" KEYNOTES 1. COUNTERTOP/CASEWORK, SEE I.D. DRAWINGS AND ACCESSIBILITY STANDARDS. 2. ACCESSIBLE, CHILD HEIGHT SINK. 3. ACCESSIBLE, CHILD HEIGHT TOILET. 4. FLOOR DRAIN. 5. T.V. WALL LOCATION, SEE 2/A-2.14. 6. FLOORING TRANSITION AT RECESSED, PADDED CARPET AND ADJACENT FLOORING, SEE 4/A-2.14. 7. FLOORING TRANSITION AT RECESSED, PADDED CARPET AND TOILET ROOM DOOR, SEE 5/A-2.14. 8. . (NOT USED) 9. WALL MOUNTED GAME PANELS AND GYPSUM BOARD REVEALS AT THIS LOCATION, SEE I.D. DRAWINGS. COORDINATE REVEAL TERMINATION AT BOTTOM OF WALL. REVEALS SHALL TERMINATE AT THE TOP OF THE WALL BASE. 10. COAT HOOK LOCATION, SEE I.D. DRAWINGS. 11. PROVIDE RADIUSED CORNER TRIM AT OUTSIDE WALL CORNER. SEE 3/A-2.14. 12. WALL GRAPHIC LOCATION. SEE I.D. DRAWINGS. 13. ACCESSIBLE FLOOR THRESHOLD. 14. KID KLUB PLAY EQUIPMENT, BY LAF VENDOR. 15. KID KLUB PADDED FLOOR, BY LAF VENDOR. 16. . (NOT USED) 17. AHGN GENTERUNE OF WINBOWS ANB eENIERLJNE eF GAME PANELS. YENBOR. (NOT USED) 18. INTERIOR SIGNAGE TYPE 1 (ABOVE) AT KID KLUB ENTRANCE. SEE 4&5/A-7.4 AND I.D. DRAWINGS. 19. I.B. BRAWINGFr. NOT USED. 20. FURNFPdRE, N.I.e.. (NOT USED) 21. SEE A-2.13 FOR TOILET AND BATHROOM ACCESSORIES, THIS ROOM. 22. FULL HEIGHT PILASTER, 2"D. SEE I.D. DRAWINGS FOR COMPLETE LAYOUT. TOILET AND BATHROOM ACCESSORIES A. 24"X36" CHANNEL -FRAMED MIRROR AT WAIL -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. 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. ENLARGED KIDS KLUB PLAN w1.01,0 Z0MC14 z N c M W C O D �v 0 c~ -0Q « s W 00 N M 0 a z z w v U Q M 0 0 0 0 a U_ 0H 0 0 �wz N�waV0 >-yWw00pW m0FE2w-z C _ 0,31 Z t- a, ZO Q w � H 0 W M wwwa,N¢x=W�a }a W I Z iy U 5 0 00=wW�WHW U U Fx_ } 0 H co 0 COP g 0 N �Q tA W,0 gam• ''-, eo SCHRoe .9 s• --*- ' • � �. AR0016346 0 ENLARGED KIDS KLUB PLAN AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2014 Drawn By: Checked By: WB/KC KC c CARPET OVER PADDED SUBFLOOR - BY LAF VENDOR. RAMP UP PADDED SUBFLOOR 1:12 MAX. ADA -COMPLIANT RESILIENT TRANSITION - COORDINATE TYPE WITH FIELD CONDITION �z RESILIENT SHEET FLOORING - SEE I.D. DRAWINGS CONCRETE SLAB TRAN (TION WHERE THERE IS NO R CESSED SLAB KIDS KLUB FLOORING TRANSITION - PLAYGROUND AREA TO TV AREA 3"=1'-0" 5/8" GYPSUM BOARD METAL STUD FRAMING - SEE WALL TYPES CURVED OUTSIDE CORNER TRIM, FRY REGLET 5/8"R CURVED OUTSIDE 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 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 KIDS KLUB TV / WALL DETAIL 3/8"=1'-0" KEYNOTES 1. COUNTERTOP/CASEWORK, SEE I.D. DRAWINGS AND ACCESSIBILITY STANDARDS. 2. ACCESSIBLE, CHILD HEIGHT SINK. 3. ACCESSIBLE, CHILD HEIGHT TOILET. 4. FLOOR DRAIN. 5. T.V. WALL LOCATION, SEE 2/A-2.14. 6. FLOORING TRANSITION AT RECESSED, PADDED CARPET AND ADJACENT FLOORING, SEE 4/A-2.14. 7. FLOORING TRANSITION AT RECESSED, PADDED CARPET AND TOILET ROOM DOOR, SEE 5/A-2.14. 8. . (NOT USED) 9. WALL MOUNTED GAME PANELS AND GYPSUM BOARD REVEALS AT THIS LOCATION, SEE I.D. DRAWINGS. COORDINATE REVEAL TERMINATION AT BOTTOM OF WALL. REVEALS SHALL TERMINATE AT THE TOP OF THE WALL BASE. 10. COAT HOOK LOCATION, SEE I.D. DRAWINGS. 11. PROVIDE RADIUSED CORNER TRIM AT OUTSIDE WALL CORNER. SEE 3/A-2.14. 12. WALL GRAPHIC LOCATION. SEE I.D. DRAWINGS. 13. ACCESSIBLE FLOOR THRESHOLD. 14. KID KLUB PLAY EQUIPMENT, BY LAF VENDOR. 15. KID KLUB PADDED FLOOR, BY LAF VENDOR. 16. . (NOT USED) 17. AHGN GENTERUNE OF WINBOWS ANB eENIERLJNE eF GAME PANELS. YENBOR. (NOT USED) 18. INTERIOR SIGNAGE TYPE 1 (ABOVE) AT KID KLUB ENTRANCE. SEE 4&5/A-7.4 AND I.D. DRAWINGS. 19. I.B. BRAWINGFr. NOT USED. 20. FURNFPdRE, N.I.e.. (NOT USED) 21. SEE A-2.13 FOR TOILET AND BATHROOM ACCESSORIES, THIS ROOM. 22. FULL HEIGHT PILASTER, 2"D. SEE I.D. DRAWINGS FOR COMPLETE LAYOUT. TOILET AND BATHROOM ACCESSORIES A. 24"X36" CHANNEL -FRAMED MIRROR AT WAIL -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. 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. ENLARGED KIDS KLUB PLAN w1.01,0 Z0MC14 z N c M W C O D �v 0 c~ -0Q « s W 00 N M 0 a z z w v U Q M 0 0 0 0 a U_ 0H 0 0 �wz N�waV0 >-yWw00pW m0FE2w-z C _ 0,31 Z t- a, ZO Q w � H 0 W M wwwa,N¢x=W�a }a W I Z iy U 5 0 00=wW�WHW U U Fx_ } 0 H co 0 COP g 0 N �Q tA W,0 gam• ''-, eo SCHRoe .9 s• --*- ' • � �. AR0016346 0 ENLARGED KIDS KLUB PLAN AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2014 Drawn By: Checked By: WB/KC KC a LL z° 0 Sheet Name: ENLARGED KIDS KLUB PLAN AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=2014 Drawn By: Checked By: WB/KC KC WINDOW SILL BELOW CONT. JOINT SEALANT GLASS BLOCK WINDOW - SEE WINDOW SCHEDULE. CONT. JOINT SEALANT AND BACKER ROD RETURN SHEATHING AT WINDOW JAMB. 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" 0 I 00 w 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. NOTE$: 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"=1'-0" (2) DIAGONAL CABLE STAYS 5'-3n, CONFIRM WITH MANUF. WHERE STEEL COLUMNS ARE PROVIDED, COORDINATE FINAL LOCATIONS WITH ANCHOR REQUIREMENTS FOR BACKSTOP 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 BEHIND. WOOD PADS - SIZE AS RECOMMENDED BY MANUFACTURER. USE FINISH GRADE WOODS, FINISH ALL EDGES. BASKETBALL BACKBOARD (TEMPERED GLASS WITH CUSHION) AND RIM T.O. RIM 1 10'-0" A.F.F. PADS - SIZE AS MMENDED BY �FACTURER. USE FINISH E WOODS, FINISH ALL S. XAGONAL CABLE STAYS STEEL BASKETBALL ;STOP :ETBALL BACKBOARD PERED GLASS WITH TION) AND GOAL T.O. RIM 10'-0" A.F.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 '5' A-2.15 VOLLEYBALL MANUF. MAY REQUIRE SLEEVE TO BE ANGLED, PARALLEL WITH UNE 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 �I 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 wnOn 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 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 3"=1'-0" 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. 4. PROVIDE VENTILATED COVE BASE AT PERIMETER OF ROOM, EXCEPT AT DOOR THRESHOLD LOCATION. SEE DETAILS THIS SHEET FOR TRANSITIONS AT DOOR THRESHOLDS. 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 1. WOOD ATHLETIC FLOOR OVER VAPOR BARRIER AND RECESSED ENLARGED BASKETBALL VENDOR. SEE 6/A-2.15. NO VISIBLE OR PROTRUDING BOLTS, CONCRETE SLAB. SEE 2,3,4/A-2.15 FOR INTERFACE WITH ADJACENT Issue Date: ANCHORS, FASTENERS, OR OTHER EXPOSED ITEMS SHALL BE CONSTRUCTION. Sheet No.: 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. W 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 Q�. +, 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 . NOT USED. SLEEVE FLUSH WITH TOP OF WOOD FLOOR. SEE 5/A-2.15. 18 ..NOT USED. B. 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 L 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 � WITH ALL INSTALLATION CLEARANCES AND ALL HARDWARE SHOWN. } U. J 0F-Od'0Z �wf�-wa�0 za 0U)W m�=ui0 cQiiy I ZOQ Lu Lu W ui irw.n !� V W-LLup O aWNcnZ 0 Lu Lu W jw =0dO1=- �D H� 0(no 3 Q S ENLARGED BASKETBALL W LQ �O Z rM Proj #: Issue Date: z %0 ai 0 N Sheet No.: Am2615 NC M M WB/KC o W C M P2 00 � 3 V `t. U ' 3 '� Q�. +, N Q s w U 00 L Q0 rn L w 4) � o" L s M LO Lu o U 0 O N U- V) } U. J 0F-Od'0Z �wf�-wa�0 za 0U)W m�=ui0 cQiiy I ZOQ Lu Lu W ui irw.n !� V W-LLup O aWNcnZ 0 Lu Lu W jw =0dO1=- �D H� 0(no 3 Q S ENLARGED BASKETBALL PLAN AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: Am2615 Drawn By: Checked By: WB/KC o a Z o Sheet Name: ENLARGED BASKETBALL PLAN AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: Am2615 Drawn By: Checked By: WB/KC KC CONTINUOUS TOP TRACK ROOF/FLOOR DECK ABOVE WALL TYPE AND WALL CONSTRUCTION GENERAL NOTES Z z o N PROVIDE CONSISTENT 3 8" JOINT BETWEEN ROOF/FLOOR DECK ABOVE M PENETRATING STRUCTURAL STEEL MEMBER, NEATLY CUT 1. NOT ALL WALL TYPES MAY BE USED. REFER TO FLOOR PLANS FOR WALL TYPE LOCATIONS. o 5 2. REFER TO WALL SHEATHING MATERIAL SCHEDULE ON THIS SHEET FOR TYPES AND LOCATIONS OF VARIOUS WALL SHEATHING PRODUCTS, INCLUDING ALL ¢ o 0 GYPSUM BOARD AROUND STRUCTURAL MEMBER; ��- �c / / Y CA " �,, z o / / �`_ SPECIAL BASE OF WALL CONDITIONS. 4 3 v PROVIDE END TRIM AT ALL CUT EDGES. SEAL ALL ROOF FRAMING - o o ROOF FRAMING - W o 3. REFER TO INSULATION SCHEDULE ON THIS SHEET FOR TYPES AND LOCATIONS OF VARIOUS INSULATION PRODUCTS. U �v JOINTS WITH PAINTABLE JOINT SEALANT WITH MIN. 50% SEE STRUCTURAL, W a _ SEE STRUCTURAL W o 191 4. METAL STUD INFORMATION PROVIDED IS THE MINIMUM REQUIREMENT FOR THE WALL ASSEMBLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN N ~ MOVEMENT POTENTIAL. STRIKE SEALANT FLUSH WITH `� o a o / �- OF ALL METAL STUD FRAMING. « FACE OF WALL - z c``'� z CL z'`' CY cn z Uj U N `'- 4.1. UNLESS OTHERWISE INDICATED, CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF THE FRAMING MEMBER GAUGE. i 00 / / 4.2. CONTRACTOR SHALL PROVIDE DIAGONAL BRACING (KICKERS) AS REQUIRED, BUT AT NO MORE THAN 8'-0" O.C. ALL DIAGONAL BRACING SHALL BE Q � "' WHERE THE WALL FURRING CONTAINS FOAM INSULATION / CONTINUOUS DEFLECTION TRACK AT HEAD OF WALL CONCEALED ABOVE FlNISH CEILING; EXPOSED DIAGONAL BRACING IS NOT ACCEPTABLE. UNLESS INDICATED OTHERWISE, CONTRACTOR SHALL BE a NOTE: PIPING, CONDUIT AND DUCTWORK PENETRATIONS '•'' z v o / PROVIDE MINIMUM 1" DEFLECTION SPACE WITH 50% `� `�' i W ARE SIMILAR MAINTAIN ROUND SHAPE AS REQUIRED, PRODUCTS, THE FOAM INSULATION SHALL BE SEPARATED FROM o C �, RESPONSIBLE FOR SELECTING THE SIZE AND GAUGE OF THE DIAGONAL BRACING. � z THE INTERIOR OF THE BUILDING WITH A RADIANT BARRIER - '� zo MOVEMENT CAPACITY. CONTRACTOR SHALL INCLUDE 4.3. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE ARCHITECT AND THE LOCAL AUTHORITY HAVING JURISDICTION FOR -� PROVIDE ESCUTCHEON TRIM AT ALL EXPOSED MINIMUM 5/8" GYPSUM BOARD. THIS BARRIER SHALL BE cr_o o ,� F� DEFLECTION INFORMATION AND CALCULATIONS IN o o W REVIEW. PENETRATIONS. PAINT TO MATCH WALL CONTINUOUS AND COMPLETELY ENCAPSULATE THE FULL EXTENT �' c-Q�' z_ FRAMING SUBMITTAL N OF THE INSULATION. AT THE HEAD OF THE WALL FURRING, a �S # PROVIDE DIAGONAL BRACING, DO NOT EXCEED 8'-0" Q 5. ALL RIGID FOAM INSULATION SHALL BE ISOLATED FROM THE INTERIOR OF THE BUILDING WITH A COMPLIANT THERMAL BARRIER. MINIMUM REQUIREMENT L ft SEAL THE GYPSUM BOARD TIGHT TO THE DECK OVERHEAD. fit"° EXTERIOR WALL $ o z 5/8" GYPSUM BOARD OVER O.C. SECURE TO STRUCTURE OVERHEAD. BRACING $ z CD � SHALL BE 5 8 GYPSUM BOARD. SEAL THE THERMAL BARRIER TIGHT TO THE FLOOR ASSEMBLY AND ROOF ASSEMBLY. SEAL ALL PENETRATIONS OF -� CONSTRUCTION - PROVIDE U.L LISTED FIRE -RESISTIVE JOINT SEALANT TO ENSURE v m o R0 1/2 FIRE -RETARDANT -TREATED SHALL BE FULLY CONCEALED, EXPOSED BRACING U m o U o THE RADIANT BARRIER TIGHT. WHERE PENETRATING ITEMS MOVE OR FLEX, PROVIDING A MINIMUM 1/2 JOINT SEALED WITH AN U.L LISTED SEE WALL CLOSURE OF JOINT. PLYWOOD AT BASKETBALL SIDE SHALL NOT BE ACCEPTED. FIRE -RESISTIVE JOINT SEALANT. o SECTIONS OF WALL. PLYWOOD SHALL 6. WHERE INDICATED, COMPLY WITH FIRE -RESISTANCE RATED U.L ASSEMBLIES LISTED IN THE WALL TYPES. WHERE THE U.L ASSEMBLY HAS GREATER r SCHEDULED CEILING, SEE R.C.P.s FOR TYPES CONTINUOUS AT ALL WALL REQUIREMENTS THAN THE HOURLY RATING LISTED IN THE WALL TYPE, COMPLY WITH THE REQUIREMENTS OF THE U.L ASSEMBLY. ALL RATED Q 0 O AND HEIGHTS SURFACES AND SHALL RETURN SCHEDULED CEILING SEE R.C.P.s FOR TYPES ASSEMBLIES SHALL BE LABELED IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. O a BEAM -ELEVATION/ JOIST -ELEVATION/ AT ALL WINDOW, DOOR, AND AND HEIGHTS 7. ALL PENETRATIONS, HEAD OF WALL, AND OTHER JOINTS OF U.L LISTED ASSEMBLIES SHALL BE PROPERLY SEALED WITH APPROVED U.L. ASSEMBLIES. SECTION SECTION HORIZONTAL BRACING AS REQUIRED SOFFIT CONDITIONS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF ALL U.L LISTED FIRE -RESISTIVE HEAD OF WALL, JOINT, AND PENETRATION SYSTEMS. GYPSUM BOARD AND METAL STUD/FURRING HORIZONTAL BRACING AS REQUIRED CONTRACTOR SHALL SUBMIT COPIES OF THESE SYSTEMS TO THE ARCHITECT AND THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW. WALL CONSTRUCTION, SEE WALL TYPES FOR 8. DETAILS SHOWN ON THIS SHEET SHALL BE CONSIDERED TYPICAL AND SHALL APPLY TO THE ENTIRE PROJECT SCOPE, WHETHER INDICATED OR NOT IN w w TYPICAL STRUCTURAL MEMBER PENETRATING DETAILS. VAPOR BARRIER MAY OCCUR, ::: ° THE DRAWINGS. J o o INSTALL VAPOR BARRIER CONTINUOUS FROM 9. WHETHER INDICATED OR NOT IN THE DRAWINGS, ALL WOOD FRAMING/BLOCKING AND PLYWOOD SHEATHING PRODUCTS USED IN THE PROJECT SHALL BE w 0 w v p 14 WALLS/ SOFFITS -GYPSUM BOARD AND METAL sruD WALL FlRE-RETARDANT TREATED. w Z a o w FLOOR TO CEILING, SEAL TIGHT TO ALL w o CONSTRUCTION, SEE WALL TYPES FOR 10. WHETHER INDICATED OR NOT IN THE DRAWINGS, THE CONTRACTOR SHALL PROVIDE BLOCKING AT ALL WALL MOUNTED ACCESSORIES, INCLUDING ITEMS m = O z o z HORIZONTAL ASSEMBLIES. � � 3 A-3.1 1 1/2"=1'-0" .,`; =- ' DETAILS. BEING PROVIDED BY L.A. FITNESS OR A THIRD PARTY VENDOR ENGAGED BY L.A FITNESS. o THERMAL INSULATION OCCUR'$, SEE WALL ACOUSTICAL OR THERMAL INSULATION MAY "' = o a = NOTE: CONTRACTOR SHALL PAY 3 TYPES. - OCCUR, SEE WALL TYPES SPECIAL ATTENTION TO DESIGN OF 10.1. THIS INCLUDES, BUT IS NOT LIMITED T0, TOILET AND BATHROOM ACCESSORIES, WALLET LOCKERS, PATRON CLEANING DISPENSERS ON THE CLUB N a o Z SEQUENCE OF WALL CONSTRUCTION CONTINUOUS RUNNER TRACK, SECURE TO :; CONTINUOUS RUNNER TRACK, SECURE TO METAL STUDS AND DIAGONAL BRACING FLOOR, AND OTHER ITEMS THAT REQUIRE A SECURE ATTACHMENT SUBSTRATE. c� w ¢ 2 = o' FINISH FLOOR FINISH FLOOR AT BASKETBALL WALLS DUE TO THE 10.2. AT WET LOCATIONS POOL AND SPA, RESTROOMS, TOILET ROOMS SHOWER ROOMS ETC. PROVIDE METAL STRAP BLOCKING. AT ALL OTHER � w � m � w it o 1 4 1. INSTALLATION OF WALL STUDS. ( )� �- "' SCHEDULED BASE -SEE I.D. DRAWINGS SCHEDULED BASE -SEE I.D. DRAWINGS INCREASED IMPACT AND VIBRATION LOCATIONS, PROVIDE EITHER METAL STRAP BLOCKING OF FIRE -TREATED WOOD BLOCKING. o o = w w w w 5 FINISH FLOOR FINISH FLOOR LOADS AT THIS LOCATION. 10.3. CONTRACTOR SHALL COORDINATE LOCATION OF ALL BLOCKING WITH L.A. FITNESS PRIOR TO INSTALLING GYPSUM BOARD AND PLASTER. U O v w m _ 2. INSTALLATION OF WALL INSULATION WHERE INDICATED IN THE 2 T ...:::�?�?� ( 10.4. ALL BLOCKING SHALL BE CONCEALED BEHIND THE FINISH WALL SURFACE. PROTRUDING OR EXPOSED BLOCKING IS NOT ACCEPTABLE. �- r, t DRAWINGS). v� w 7 TYPICAL WALL FURRING CONSTRUCTION K"4 TYPICAL BASKETBALL WALL CONSTRUCTION 11. WALL CONSTRUCTION DIAGRAMS ON THIS SHEET SHOW GENERAL INTENT AND REQUIREMENTS FOR WALL CONSTRUCTION. SEE WALL TYPES FOR SPECIFIC 3. INSTALLATION OF VAPOR BARRIER (WHERE INDICATED IN THE DRAWINGS). REQUIREMENTS AND DETAILS. ):..:• . WHERE INDICATED, VAPOR BARRIER SHALL EXTEND FROM FLOOR TO A-3.1 1"=1'-0" A-3.1 1/8"=1'-0' �j UNDERSIDE OF ROOF ABOVE. SEAL ALL SEAMS TIGHT AND SEAL TIGHT TO TERMINATING CONSTRUCTION. h:: r 7 4. INSTALLATION OF LAYER OF GYPSUM BOARD APPLIED ONLY TO THE WALL AND CEILING SHEATHING MATERIAL SCHEDULE W M .. UPPER PORTION OF THE WALL. ROOF/FLOOR DECK ABOVE -� 8 COORDINATE FULL HEIGHT AND INTERIOR AND EXTERIOR LOCATIONS 5. INSTALLATION OF SOFFIT/CEILING FRAMING. FRAMING ENDS ATTACHED PARTIAL HEIGHT WALL gD 4 N TO THE UPPER LAYER OF GYPSUM BOARD. v / / Y INTERIOR LOCATIONS - DRY AREAS W M I LOCATIONS WITH WALL TYPES I / / z _ oe z EXTEND INSULATION ABOVE TOP ROOF FRAMING - o E R CL w o o ROOM TYPE PAINTED WALLS PAINTED CEILINGS AND SOFFITS TILED WALLS AND CEILINGS SEE STRUCTURAL a 6. INSTALLATION OF CEILING INSULATION (WHERE INDICATED IN THE I OF WALL PER INSULATION I _ w o = o TYPICAL SPACES 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 5/8" CEMENTIOUS TILE BACKER DRAWINGS). I I SCHEDULE I I / a II II �� �\ / o:N�ozLLj c''o�Z BOARD 7. INSTALLATION OF VAPOR BARRIER AT SOFFIT (WHERE INDICATED IN THE RETURN THERMAL INSULATION I / / / °N" BASKETBALL 5/8" GYPSUM BOARD OVER CONTINUOUS 1/2" NA N.A. DRAWINGS). LAP ONTO WALL VAPOR BARRIER A MINIMUM OF 1'-0" / FIRE -TREATED PLYWOOD SHEATHING SUBSTRATE AT ENTIRE CEILING AREA OF o N a ['-'� Q AND SEAL TO PROVIDE CONTINUOUS PROTECTION. I = I PROVIDE DIAGONAL BRACING AT TOP OF W • ........ � SHOWER ROOMS � / c, � z � v � FREE WEIGHTS, 5 8 GYPSUM BOARD 5/8' GYPSUM BOARD NA. Z ........` # WALL, DO NOT EXCEED 8'-0" O.C. SECURE / / o w z �, z PERSONAL TRAINING, 1. PROVIDE CONTINUOUS 5/8"THK FIRE -TREATED. L, �4.0 - 8. INSTALLATION OF GYPSUM BOARD APPLIED TO THE REST OF THE WALL: ; = . TO STRUCTURE OVERHEAD. BRACING SHALL o "� $ AS INDICATED IN OTHER AREAS PLYWOOD SHEATHING SUBSTRATE AT BASE OF H AND CEILING. �' �' �' V. ;� iC BE FULLY CONCEALED, EXPOSED BRACING '- _ i! _ 7d $ WALL IN LIEU OF GYPSUM BOARD. SEE I.D. z DRAWINGS FOR HEIGHT(S). COORDINATE EXTENT w ! �� SHALL NOT BE ACCEPTED. z 13 TYPICAL SEQUENCE O F CONSTRUCTION DETAILS = coNTlNuous TOP TRACK . Q $ LL. - WITH I.D. DRAWINGS. COORDINATE CEILING PROVIDE THERMAL INSULATION TYPES, ELEVATIONS, # U m LOCKER ROOMS (DRY AREA) 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 5/8" CEMENTIOUS TILE BACKER D Q 0 A-3.1 1 1/2"=V-0" AT ALL WALLS OF SHOWER I AND CONSTRUCTION z BOARD ROOMS WITH R.C.P.s AND 5 .` 1 KIDS KLUB RESTROOM 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD NA. N i:.. CEILING DETAILS. TYP. SCHEDULED CEILING, SEE R.C.P.s FOR TYPES LATICRETE HYDROBAN OVER I BOTH SIDES. AND HEIGHTS FASTEN TRACK TO CURB # :: 5/8" PORTLAND CEMENT I ROOMS WITH RATED WALLS 5/8" TYPE 'X' GYPSUM BOARD 5/8" TYPE 'X' GYPSUM BOARD 5/8" TYPE 'X' CEMENTIOUS TILE ~ " :f`.: - I PLASTER, TYP. AT WALLS AT I ,::`I HORIZONTAL BRACING AS REQUIRED BACKER BOARD cn WALL TILE OVER LATICRETE HYDROBAN OVER 5/8 METAL LATHE AND PORTLAND CEMENT PLASTER. cEluNcs COORDINATE WALL INTERIOR LOCATIONS - WET AREAS 0 L� I I CONSTRUCTION AT " " " TILE, TYP. AT WALLS AND ADJACENT ROOMS WITH LOCKER ROOM TOILET ROOMS, 5/8 MOLD & MOISTURE RESISTANT GYPSUM BOARD 5/8 MOLD & MOISTURE RESISTANT 5/8 CEMENTIOUS TILE BACKER Q CONCRETE CURB -DOWEL AND REINFORCE PER I CEILINGS I PIAN AND WALL TYPES. GYPSUM BOARD AND METAL STUD WALL AND POOL ACCESS CORRIDORS. 1. PROVIDE CONTINUOUS 5/8"THK CEMENT BOARD GYPSUM BOARD BOARD STRUCTURAL DRAWINGS I I CONSTRUCTION, SEE WALL TYPES FOR �) :::: TYP. BOTH SIDES. DETAILS. SUBSTRATE AT BASE OF WALL IN LIEU OF w • ' • I TILE FLOOR OVER REINFORCED THICKSET MORTAR BED. :.;. GYPSUM BOARD. SEE I.D. DRAWINGS FOR �4 SLOPE TO DRAIN, COMPLY WITH ACCESSIBILITY ::- I I #- ACOUSTICAL OR THERMAL INSULATION MAY HEIGHT(S). COORDINATE EXTENT WITH I.D. Z L _ REQUIREMENTS FOR FLOOR CROSS SLOPE. :: ' I I .; OCCUR, SEE WALL TYPES DRAWINGS. ' • I I CONTINUOUS RUNNER TRACK, SECURE TO POOL 5 8" MOLD & MOISTURE RESISTANT GYPSUM BOARD 5/8- MOLD & MOISTURE RESISTANT 5/8' CEMENTIOUS TILE BACKER NOTE: WALLS AT THE INTERIOR OF THE :::: FINISH FLOOR - / GYPSUM BOARD BOARD SHOWER ROOM MAY HAVE RECESSED SLAB SHOWER SCHEDULED BASE SEE I.D. DRAWINGS 1. PROVIDE CONTINUOUS 5/8"fHK CEMENT BOARD � Z FlNISH FLOOR SUBSTRATE AT BASE OF WALL IN LIEU OF MATCH STUD WIDTH, TYP. AT BOTH SIDES OF WALL REFER TO SLAB .' .''� GYPSUM BOARD. SEE I.D. DRAWINGS FOR TILE PIANS AND WAIL TYPES. - _ _ _ _ _ - - - -' - - - BASE HEIGHT(S). COORDINATE EXTENT WITH I.D. Z 12 TYPICAL BASE OF WALL AT SHOWERS DETAIL 6 TYPICAL SHOWER WALL CONSTRUCTION 3 TYPICAL PARTIAL HEIGHT WALL CONSTRUCTION DRAWINGS. () W A-3.1 1 1/2"=1'-0" A-3.1 1"=1'-0" A-3.1 1"=1'-0" POOL EQUIPMENT AND STORAGE 5/8" MOLD & MOISTURE RESISTANT GYPSUM BOARD 5/8" MOLD & MOISTURE RESISTANT N.A. WALL CONSTRUCTION - SEE WALL ROOMS GYPSUM BOARD _ TYPES con #) UNIVERSAL REST ROOM 5/8" MOLD & MOISTURE RESISTANT GYPSUM BOARD 5/8" MOLD & MOISTURE RESISTANT 1. 5/8" METAL LATHE AND ROOF FLOOR DECK ABOVE 1. 1.PROVIDE CONTINUOUS 5/8"THK CEMENT GYPSUM BOARD PORTLAND CEMENT PLASTER ROOF/FLOOR SUBSTRATE AT BASE OF WALL IN LIEU WITH LATICRETE HYDRYOBAN AT I :::.. ,.1) OF GYPSUM BOARD. SEE I.D. DRAWINGS FOR SHOWER. 1=17 c SEAL END OF RATED WALL CONSTRUCTION TIGHT TO TILE BASE HEIGHT(S). COORDINATE EXTENT 2. 5/8" CEMENTIOUS TILE BACKER O o us � � J INSIDE FACE OF EXTERIOR WALL CONSTRUCTION, SEAL Y WITH I.D. DRAWINGS. BOARD, ALL OTHER TILE WORK. f� � I N WITH AN U.L APPROVED FIRE-RESISTANT JOINT _ _ O ._L FASTEN TRACK TO FLOOR W z Ld SEALANT, z c, o ROOF FRAMING - T o � c � � � _ SEE STRUCTURAL � m �, � I � I = F SHOWER ROOMS N.A. N.A. 5/8" METAL LATHE AND PORTLAND � M 4, `� W w o § o CEMENT PLASTER WITH LATICRETE TILE WALL BASE , M w o U ` c FACE OF EXTERIOR WALL / a ~ Rn HYDROBAN z $ ROOMS WITH RATED WALLS 5/8" TYPE 'X' MOLD & MOISTURE RESISTANT 5/8" MOLD & MOISTURE RESISTANT 5/8" TYPE 'X' CEMENTIOUS TILE - z I / CONTINUOUS DEFIFCTION TRACK AT HEAD OF WALL ,r o"� o � ::��" GYPSUM BOARD GYPSUM BOARD BACKER BOARD FINISH FLOOR v _ _ _ _ _ ,,j vi `�' 0 1. AT RATED WALLS IN WET AREAS WITH TILE #.. _ / MOVEMENT PROVIDE INCAPACTiY. DEFLECTIONIMUM 1* SPACE PSHALL INC U0 E c z �, z / T c EXTERIOR WALL FURRING MAY OCCUR, CONTINUE RATED / BASES, PROVIDE CONTINUOUS 5 8"THK TYPE X IL STUD WALL TO INSIDE FACE OF EXTERIOR MASONRY OR ce a o CEMENT BOARD SUBSTRATE AT BASE OF WALL DEFLECTION INFORMATION AND CALCULATIONS IN o �$ CONCRETE WALL CONSTRUCTION. W = IN LIEU OF GYPSUM BOARD. SEE I.D. z FRAMING SUBMITTAL. rn r • • SHADED SHEATHING INDICATES EXTENT OF RATED WALL # �a � DRAWINGS FOR TILE BASE HEIGHT(S). _::: DIAGONAL BRACING AS REQUIRED, DO NOT EXCEED COORDINATE EXTENT WITH I.D. DRAWINGS. 11 TYPICAL BASE OF WALL AT WET AREA LOCATIONS DETAIL CONSTRUCTION #;.:; a W-0" O.C. SECURE TO STRUCTURE OVERHEAD. F RATED GYPSUM BOARD AND METAL STUD WALL BRACING SHALL BE FULLY CONCEALED, EXPOSED m o o EXTERIOR LOCATIONS A-3.1 1 1/2"=1'-0" CONSTRUCTION, SEE WALL TYPES FOR DETAILS. EXTEND BRACING SHALL NOT BE ACCEPTED. ... WALL CONSTRUCTION -SEE WALL WALL SHEATHING FULL HEIGHT OF WALL i LOCATION WALL SHEATHING SOFFIT SHEATHING TYPES EXTERIOR SHEATHING OVER METAL 5/8" GYPSUM BOARD WALL SHEATHING (FIBERGLASS FACED) 5/8" GYPSUM BOARD WALL SHEATHING (FIBERGLASS FACED) MIRROR MAY OCCUR, SEE I.D. NON -RATED WALL, SEE WALL TYPES FOR DETAILS. STUD FRAMING 1. PROVIDE FIRE -TREATED PLYWOOD SHEATHING WHERE NOTED 1. PROVIDE FIRE -TREATED PLYWOOD SHEATHING WHERE NOTED DRAWINGS SCHEDULED CEILING, SEE R.C.P.s FOR TYPES IN THE DRAWINGS OR WHERE REQUIRED TO SUPPORT IN THE DRAWINGS OR WHERE REQUIRED TO SUPPORT ::.:::..._� AND HEIGHTS ( Y, ), ), FLASHING, SIGNAGE/GRAPHICS, OR ACCESSORY ATTACHMENT. FLASHING, SIGNAGE/GRAHPICS, OR ACCESSORY ATTACHMENT. ' ' ' if gaff HORIZONTAL BRACING AS REQUIRED SIZE AS INDICATED IN THE DRAWINGS. WHERE ABUTTING SIZE AS INDICATED IN THE DRAWINGS. WHERE ABUTTING f } Uj GYPSUM SHEATHING BOARD, PLYWOOD SHALL MATCH THE GYPSUM SHEATHING BOARD, PLYWOOD SHALL MATCH THE GYPSUM BOARD THICKNESS. GYPSUM BOARD THICKNESS. I I� FASTEN TRACK TO FLOOR ,"-, U = cn r WHERE NON -RATED WALL INTERSECT OR ABUT RATED GYPSUM BOARD AND METAL STUD WALL NOTES: 9. PROVIDE SHEET METAL BLOCKING FOR ALL WALL MOUNTED ACCESSORIES, W J d WALLS, THE RATED WALL MEMBRANE SHALL BE CONSTRUCTION, SEE WALL TYPES FOR 1. PROVIDE MATERIALS LISTED ABOVE AT LOCATIONS INDICATED IN THE FURNISHINGS, EQUIPMENT, AND ALL OTHER WALL MOUNTED ITEMS. CARPET WALL BASE OVER 5/8 o F n- # DETAILS. SCHEDULE, WHETHER INDICATED OR NOT IN THE DRAWINGS. 9.1. PROVIDE GALVANIZED HEAVY DUTY SHEET METAL BLOCKING AT } FIRE -TREATED PLYWOOD S - °- CONTINUOUS THROUGH THE INTERSECTION. THE #} INTERIOR CAVITY OF A NON -RATED WALL SHALL NOT ACOUSTICAL OR THERMAL INSULATION MAY 2. UNLESS NOTED OTHERWISE, ALL WALL BOARD THICKNESS IS 5/8". SHOWER SEAT AS REQUIRED. 3 $ BE OPEN TO THE INTERIOR CAVITY OF A RATED WAIL, -='1 OCCUR, SEE WALL TYPES 3. ALL GYPSUM BOARD FINISHES ARE LEVEL 4. WITH THE FOLLOWING 9.2. PROVIDED GALVANIZED SHEET METAL BLOCKING AT ALL WET AREA FINISH FLOOR , . � OPEN OR VOID AREAS ARE NOT ACCEPTABLE. CONTINUOUS RUNNER TRACK, SECURE TO EXCEPTIONS: LOCATIONS. ::{� `� FlNISH FLOOR 3.1. PROVIDE LEVEL 5 FINISH AT ALL WALL GRAPHICS INSTALLED OVER 10. REFER TO SPECIFICATIONS FOR METAL STUD PROPERTY INFORMATION. ACOUSTICAL OR THERMAL INSULATION MAY OCCUR, SEE SCHEDULED BASE -SEE I.D. DRAWINGS GYPSUM BOARD. 11. WHERE SCHEDULED WALL SHEATHING WILL BE CONCEALED BY ANOTHER` o WALL TYPES 4. SEE FLOOR PLAN FOR BOUNDARY BETWEEN WET AND DRY AREAS. ADJACENT WALL, OMIT SHEATHING AT CONCEALED, INTERIOR SPACE. `� • ` ;s°,,,?NV FlNISH FLOOR 5. ALL WALLS AND CEILINGS AT ALL SHOWERS ARE TO RECEIVE LATHE AND 12. AT EXTERIOR GYPSUM SHEATHING BOARD, TAPE AND SEAL ALL JOINTS IN .•y" W;. PLAN PLASTER WITH LATICRETE HYDROBAN, UNLESS NOTED OTHERWISE. BOARDS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. �J�O E. SCHRpF��� 10 TYPICAL BASE OF WALL AT IMPACT PRONE LOCATIONS DETAIL NOTE: PLAN NOTES PERTAINING TO 2 TYPICAL FULL HEIGHT STUD WALL CONSTRUCTION s. wt7 AREAS: PROVIDE G90 COATED METAL STUD FRAMING. 13. SEE 1 /A-3.2 FOR TYPICAL BOARD ORIENTATION AT WALLS. BOARD o CONTINUITY OF RATED WALL MEMBRANE 7. DRY AREAS: PROVIDE G60 COATED METAL STUD FRAMING. ORIENTATION AT CEILINGS IS SIMILAR. A-3.1 1 1/2"=1'-0" APPLY TO THE VERTICAL DIRECTION AS A-3.1 1"=1'-0" 8. WHERE A WALL IS BETWEEN TWO SPACES INDICATED WITH SEPARATE AR0016346 WELL INSULATION AND GYPSUM BOARD TYPES, THE MOST RESTRICTIVE SYSTEM,' FINISH FLOOR FINISH FLOOR APPLJED TO THE DECK, SHALL BE INSTALLED. o FASTEN TRACK TO FLOOR o - FASTEN TRACK TO FLOOR ROOF/FLOOR DECK ABOVE A N o WALL CONSTRUCTION - SEE WAIL N c WALL CONSTRUCTION - SEE WALL TYPES � nw TYPES o SET WALL SHEATHING AT TOP OF FINISH EXTEND WALL SHEATHING DOWN INTO CONTINUOUS / / � ROOF FRAMING - o g rz o o a WALL AND CEILING INSULATION SCHEDULE cn FLOOR cn FLOOR RECESS 4.3 R o C � F c FIRE -RESISTIVE HEAD SEE STRUCTURAL TILE FLOOR OVER REINFORCED i WOOD ATHLETIC FLOORING SEE TYPICAL M W o LOCATION INSULATION TYPE COMMENTS N N -� N OF WAIL JOINT. �`' n. W ►- c v WALL CONSTRUCTION -SEE WALL TYPES r I THICKSET MORTAR BED. SLOPE TO ; ., DETAILS ON ENLARGED PLAN SHEETS / o a J W cy c~n co DRAIN, COMPLY WITH ACCESSIBILITY / / $ a c z c� w o z EXTERIOR WAIL FURRING THERMAL INSULATION 1. EXTEND INSULATION TIGHT TO UNDERSIDE OF DECK ABOVE. o CONTINUOUS VAPOR BARRIER AT FLOOR a - REQUIREMENTS FOR FLOOR CROSS SLAB. EDGES OF VAPOR BARRIER SHALL / ` EXTERIOR C.M.U. WALLS, THERMAL INSULATION 1. EXTEND LOOSE PERLITE/VERMICUUTE INSULATION 8" ABOVE ROOF SLOPE. NOT BE VISIBLE ABOVE THE TOP OF ~ - / CONTINUOUS DEFLECTION TRACK AT HEAD OF WALL. INTERNALLY INSULATED INSULATION TO PERMIT SETTLING OF MATERIAL WOOD FLOORING i`.. / W z � SCHEDULED DOOR AND FRAME - SEE / PROVIDE MINIMUM 1 DEFLECTION SPACE WITH 50% o DOOR SCHEDULE POOL THERMAL BATT INSULATION, R13 1. EXTEND INSULATION TIGHT TO UNDERSIDE OF DECK ABOVE. AT RECESSED AT RECESSED MOVEMENT CAPACITY. CONTRACTOR SHALL INCLUDE z DEFLECTION INFORMATION AND CALCULATIONS IN o "C'S POOL EQUIPMENT & STORAGE RMS. THERMAL BATT INSULATION, R13 1. EXTEND INSULATION TIGHT TO UNDERSIDE OF DECK ABOVE. THICKSET TILE FLOORING WOOD ATHLETIC FLOORING z FRAMING SUBMITTAL MENS & WOMENS SHOWER ROOMS THERMAL BATT INSULATION, R13 1. EXTEND INSULATION TO 12" ABOVE SHOWER ROOM CEILINGS. a DIAGONAL BRACING AS REQUIRED, DO NOT EXCEED g, W `z_' � W 2. RETURN INSULATION ACROSS CEILING OF SHOWER ROOMS. 9 TYPICAL RECESSED SLAB DETAILS c BRACING SHALL SECURE FULLY CONCEALED, EXPOSED U $' o w o POOL ACCESS CORRIDORS THERMAL BATT INSULATION, R13 1. EXTEND INSULATION TO 12" ABOVE SHOWER ROOM CEILINGS. A-3.1 1 1/2"=1'-0" BRACING SHALL NOT BE ACCEPTED. m ~ " CL CLEAR, FACE OF STUD `o TO FACE OF DOOR FRAME, CLEARANCE TO ADJACENT UNIVERSAL REST ROOM THERMAL BATT INSULATION, R13 1. EXTEND INSULATION TO 12" ABOVE SHOWER ROOM CEILINGS. u. NOTES: UNLESS INDICATED OTHERWISE WALL/OBSTRUCTION 2. RETURN INSULATION ACROSS CEILING OF UNIVERSAL REST ROOMS. "' SCHEDULED CEILING, SEE R.C.P.s FOR TYPES 1. CONSTRUCT ALL RATED WALLS TO THE IN THE DRAWINGS PER ACCESSIBILITY STANDARDS is W AND HEIGHTS REQUIREMENTS AND SPECIFICATIONS OF THE LISTED TYPICAL INTERIOR ROOMS ACOUSTICAL BATT INSULATION, 3 1/2" 1. EXTEND INSULATION TIGHT TO UNDERSIDE OF DECK ABOVE. - cnm U.L ASSEMBLIES IN THE WALL TYPES. UTILITY, STO. & JANITOR ROOMS ACOUSTICAL BATT INSULATION, 3 1/2" 1. EXTEND INSULATION TIGHT TO UNDERSIDE OF DECK ABOVE. v FASTEN TRACK TO CURB HORIZONTAL BRACING AS REQUIRED 2. CONTRACTOR SHALL PROVIDE FIRE -RESISTIVE JOINT I " " o MENS & WOMENS REST ROOMS ACOUSTICAL BATT INSULATION, 3 1/2 1. EXTEND INSULATION TO 12 ABOVE REST ROOM CEILINGS. cr_1 RATED GYPSUM BOARD AND METAL STUD SYSTEMS AT THE HEAD OF ALL WAILS AND MENS & WOMENS LOCKER ROOMS ACOUSTICAL BATT INSULATION, 3 1 2" 1. EXTEND INSULATION TO 12' ABOVE LOCKER ROOM CEILINGS. Sheet Name: WALL CONSTRUCTION - SEE WALL TYPES FlRE-STOP ALL PENETRATIONS AND JOINTS OF / WALL CONSTRUCTION, SEE WALL TYPES FOR RATED ASSEMBLIES. WALL CONSTRUCTION CONCRETE CURB - DOWEL AND REINFORCE PER DETAILS. EXTEND WALL SHEATHING FULL KIDS KLUB RESTROOM ACOUSTICAL BATT INSULATION, 3 1/2" 1. EXTEND INSULATION TO 12" ABOVE REST ROOM CEILINGS. DETAILS STRUCTURAL DRAWINGS ==� HEIGHT OF WALL I 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTES: 4. UNLESS NOTED OTHERWISE, ALL BATT INSULATION SHALL BE UNFACED, ACOUSTICAL OR THERMAL INSULATION MAY SELECTION OF ALL FIRE -RESISTIVE JOINT AND 1. NOT ALL WALLS RECEIVE INSULATION. SCHEDULE ONLY INDICATES HAVE A SPREAD INDEX OF 25, AND A SMOKE DEVELOPED INDEX OF 50 P� #: Issue Date: �a FINISH FLOOR OCCUR, SEE WALL TYPES PENETRATION SYSTEMS. CONTRACTOR SHALL SUBMIT NOTE: IF A DOOR IN THE DRAWINGS APPEARS TO BE SHOWN AT A I CLEARANCE TO ADJACENT INSULATION REQUIREMENTS FOR WHEN WALL TYPES INDICATES INSULATION. PER ASTM E136. RECESSED SLAB MAY OCCUR, SEE SLAB PLANS CONTINUOUS RUNNER TRACK, SECURE TO THESE SYSTEMS TO THE ARCHITECT AND LOCAL GREATER OFFSET THEN THE 4 1/2 SHOWN HERE, BUT IS NOT I WALL/OBSTRUCTION 2. SEE WALL SECTIONS FOR EXTERIOR THERMAL INSULATION 'R' VALUE(S) 5. RIGID FOAM INSULATION SHALL NOT BE EXPOSED TO THE INTERIOR OF 170264 09 01-2017 L _ _ ��- FINISH FLOOR AUTHORITY HAVING JURISDICTION FOR REVIEW. NO DIMENSIONED AS SUCH, NOTIFY THE ARCHITECT FOR RESOLUTION PER ACCESSIBILITY STANDARDS AND TYPE(S) THE BUILDING. FULLY COVER ALL RIGID FOAM INSULATION WITH A SCHEDULED BASE - SEE I.D. DRAWINGS WORK PERTAINING TO THESE ITEMS SHALL PRIOR TO PROCEEDING WITH THE WORK. 3. SEE SPECIFICATIONS FOR INSULATION PROPERTIES. THERMAL BARRIER AND SEAL TIGHT. THERMAL BARRIER SHALL BE 5/8" sheet No.: MATCH STUD WIDTH, TYP. SECTION FINISH FLOOR COMMENCE UNTIL APPROVAL HAS BEEN RECEIVED GYPSUM BOARD, MINIMUM. FROM THE LOCAL AUTHORITY HAVING JURISDICTION. A=31 8 TYPICAL CONCRETE CURB DETAIL 5 TYPICAL RATED WALL CONSTRUCTION 1 TYPICAL DOOR LOCATION DETAIL • A-3.1 1 1/2"=1'-0" A-3.1 1/8"=1'-0" 1"=1'-0" Drawn By: Checked By: WB/KC KC FLOOR/ROOF DECK ABOVE WALL TYPE L4 \ / DIAGONAL BRACING - SIZE AS REQUIRED. WALL TYPE G4 " v a o \ SPACING AS REQUIRED TO MEET DESIGN SCHEDULED SHEATHING, SHOWER SIDE: 5/8 GENERAL SHEET NOTES FIRE RESISTIVE HEAD OF WALL JOINT SCHEDULED SHEATHING. \ \ - CONTRACTOR TO SELECT U.L. 3 5/8" METAL STUDS AT 16" O.C. \ \ / / / CRITERIA BUT NOT MORE THAN 8'-0" PORTLAND CEMENT PLASTER SYSTEM, TYP. o v E r- NOTES: SCHEDULED ACOUSTIC BATT INSULATION. \ \ / / O.C. SCHEDULED SHEATHING, NON -SHOWER SIDE: 1. SEE A-3.1 FOR GENERAL WALL TYPE AND WALL CONSTRUCTION GENERAL NOTES. N z ¢ o 0 1. COMPLY WITH ALL MANUFACTURER, AND REFERENCED DETAIL AND SUBMIT TO THE LOCAL / v STANDARDS, INSTALLATION REQUIREMENTS. \ EXTEND TO ROOF/FLOOR STRUCTURE VARIES. 2. SEE A-3.1 FOR TYPICAL WALL CONSTRUCTION DETAILS. -I..> j u tE AUTHORITY HAVING JURISDICTION FOR / 0 2. DIAGRAM SHOWS TYPICAL WALL BOARD INSTALLATION. REVIEW AND APPROVAL WALL TYPE L6 OVERHEAD. • 3 5/8" METAL STUDS AT 16" O.C. 3. SEE A-3.1 FOR TYPICAL DOOR LOCA11ON DETAIL. U 3 ~ SCHEDULED SHEATHING. METAL STUDS AT 16" O.C. SEE WALL TYPES • SCHEDULED THERMAL BATT INSULATION 4. SEE A-3.1 FOR TYPICAL WALL AND CEILING SHEATHING SCHEDULE - INTERIOR AND EXTERIOR LOCATIONS. COORDINATE ALL WALL SHEATHING TYPES 3. INSTALLATION AT CEILING IS SIMILAR COORDINATE ORIENTATION DEFLECTION TRACK . 6" METAL STUDS AT 16" O.C. z FOR MEMBER DEPTHS AND EXTENTS WITH THIS SCHEDULE. WALL TYPES WITH SPECIAL CONSTRUCTION, SUCH AS SHOWER ROOM WALLS, POOL WALLS, AND RATED WALLS s g FOR MAXIMUM EFFICIENCY. ", WALL TYPE G6 INDICATE THE TYPICAL SHEATHING CONDffIONS THAT MAY OCCUR. CONTRACTOR SHALL COORDINATE THESE TYPICAL NOTES WITH THE INFORMATION IN U « w SCHEDULED ACOUSTIC BATT INSULATION. f METAL CEILING FRAMING, AS REQUIRED FOR M o • SCHEDULED SHEATHING SHOWER SIDE: 5 8" THE TYPICAL WALL AND CEILING SHEATHING SCHEDULE - INTERIOR AND EXTERIOR LOCATIONS. O° - PIASTER CEILING SUPPORT / >r - WALL TYPE L8 ``' >. �� PORTLAND CEMENT PLASTER SYSTEM TYP. 5. SEE A-3.1 FOR TYPICAL INSULATION SCHEDULE. COORDINATE ALL INSULATION TYPES AND EXTENTS WITH THIS SCHEDULE. it "' �o ' ' RETURN THERMAL INSULATION ACROSS Q o E z SCHEDULED SHEATHING." jai �: SHOWER CF3UNGS SCHEDULED SHEATHING, NON -SHOWER SIDE: >` W 0 2�- • 8 METAL STUDS AT 16 O.C. ::` � �� ��-M v • 6" METAL STUDS AT 16" O.C. Z W SCHEDULED CEILING -SEE R.C.P.s SCHEDULED ACOUSTIC BATT INSULATION. �� CONT. CONTROL JOINT WITH CONT. JOINT ALIGN VERTICAL • SCHEDULED THERMAL BATT INSULATION N « o SCHEDULED CEILING, SEE SEALANT o NOTES: R.C.P.s HORIZONTAL BRACING AS REQUIRED « HORIZONTAL BRACING, AS REQUIRED 1. COMPLY WITH U.L. U465. WALL TYPE G8 2. ALL SHEATHING AT RATED WALL ASSEMBLIES SHALL " I CERAMIC TILE - SEE I.D. DRAWINGS. SCHEDULED SHEATHING, SHOWER SIDE: 5/8" S METAL STUDS AT 16 O.C. SEE SCHEDULED SHEATHING = PORTLAND CEMENT PLASTER SYSTEM TYP. U BE LISTED AS 'TYPE X . TYPICAL AT WALLS AND CEILING. t� Ln WALL TYPES FOR MEMBER DEPTHS3. COORDINATE MINIMUM GAUGE THICKNESS OF NON -SHOWER SIDE SCHEDULED SHEATHING, NON -SHOWER SIDE: J SCHEDULED SHEATHING, SHOWER SIDE o DO NOT ALIGN SCHEDULED SHEATHING, BOTH SIDES FRAMING MEMBERS WITH THE REQUIREMENTS OF I VARIES. o 0 z dui THE U.L. ASSEMBLY. I 8 METAL STUDS AT 16» O.C. a o HORIZONTAL = JOINTS 4. FIRESTOP ALL PENETRATIONS; SUBMIT U.L. LISTED SCHEDULED THERMAL BATT I • SCHEDULED THERMAL BATT INSULATION o V) SCHEDULED ACOUSTIC BATT AS FOR REVIEW AND APPROVAL. INSULATION # ' INSULATION` o w CONCRETE CURB MAY OCCUR - SEE g i' I CONCRETE CURB OCCURS - SEE SLAB PLAN o ❑ "o $ �' c �_- SHEETS. SEE 8 A-3.1 FOR TYPICAL DETAIL -� m w z SLAB PLAN SHEETS. SEE 8/A-3.1 $ I /LWU FOR TYPICAL DETAIL. I > w w a o❑ v� w END BOARD, SHORT DIRECTION. F � Y3 " F W a - Ir cc :. :. SCHEDULED BASE - SEE I.D. DRAWINGS m x ~ o z o cn COORDINATE GYPSUM BOARD cn ` c a SCHEDULED BASE - SEE I.D. _ SLAB w �' a ❑ H O W z W W w INSTALLATION TO AVOID PIECES o o - DRAWINGS o c c N c RECESSED FLOOR MAY OCCUR SEE atYO FULL BOARD, FULL BOARD, _ � ❑ _ W ❑ PLAN SHEETS. EXTEND WALL SHEATHING ®� i Z U x z MATERIAL INTO RECESSED FLOOR. SEE = a cw m o w SHORT DIRECTION SHORT DIRECTION SMALLER THAN 1'-0"Wj ``' z RECESSED FLOOR MAY OCCUR25 SEE SLAB PLAN SHEETS. EXTEND m �' �' ' _ 9/A-3.1 FOR TYPICAL DETAIL. o � W ¢ � - ❑ � a - - WALL SHEATHING MATERIAL INTO - - - - - - } o m � � � o RECESSED FLOOR. SEE 9/A-3.1 a W z TYPICAL WALL BOARD FOR TYPICAL DETAIL / SHOWER SIDE o= o z W w W M m Utr Wm�x 'L' SERIES WALL TYPES - 'G' SERIES WALL TYPES - "� a `~ 1 GYPSUM BOARD ORIENTATION AT WALLS TYPICAL 1 -HR RATED FULL HEIGHT PARTITION PARTIAL HEIGHT SHOWER ROOM PARTITION 3 A-3.2 3/8"=1'-0" z RETURN VAPOR BARRIER EXTEND SHEATHING FULL ROOF FLOOR DECK ABOVE WALL TYPE C4 FLOOR/ROOF DECK ABOVE FLOOR/ROOF DECK ABOVE TO ROOF/FLOOR » HEIGHT WHERE NO FINISH I I I SCHEDULED SHEATHING. [� WALL TYPE P2 WALL TYPE K4 DEFLECTION TRACK WALL TYPE F4 / M • SCHEDULED SHEATHING, EXPOSED FACE. 8" RETURN VAPOR BARRIER TO SCHEDULED SHEATHING, POOL SIDE. 5/8" MOLD & STRUCTURE ABOVE AND SCHEDULED SHEATHING, SHOWER SIDE: 5/8 CEILING OCCURS DEFLECTION TRACK " 3 5/8" METAL STUDS AT 16" O.C. l� FIRE RESISTIVE HEAD OF WALL JOINT TYPE 'X' GYPSUM BOARD TYPICAL. ROOF/FLOOR STRUCTURE #: DEFLECTION TRACK MOISTURE RESISTANT GYPSUM BOARD, TYP. SEAL TO DECKING. PORTLAND CEMENT PLASTER SYSTEM, TYP. - CONTRACTOR TO SELECT U.L. SCHEDULED SHEATHING NON -SHOWER SIDE: I I METAL STUDS AT 16 O.C. SEE WALL TYPES DETAIL AND SUBMIT TO THE LOCAL SCHEDULED SHEATHING, CONC FACE. 1" ABOVE AND SEAL TO SCHEDULED SHEATHING, NONE POOL SIDE. VARIES. PROVIDE SLACK IN VAPOR : = VARIES FOR MEMBER DEPTHS WALL TYPE C6 M AUTHORITY HAVING JURISDICTION FOR TYPE 'X' GYPSUM BOARDS UNE, TYPICAL DECKING. PROVIDE SLACK IN 3 5/8 METAL STUDS AT 16 O.C. BARRIER TO » » SCHEDULED SHEATHING, FULL HEIGHT. SCHEDULED SHEATHING. VAPOR BARRIER TO SCHEDULED THERMAL BATT INSULATION. ACCOMMODATE DEFLECTION 3 5/8 METAL STUDS AT 16 O.C. REVIEW AND APPROVAL 2 1/2" CT OR CH MEf DS AT 24" O.C. ACCOMMODATE DEFLECTION • CONTINUOUS VAPOR BARRIER, POOL SIDE. TRACK MOVEMENT. METAL CEILING FRAMING, AS REQUIRED FOR . SCHEDULED THERMAL BATT INSULATION 6" METAL STUDS AT 16" O.C. Q� DPLASTER CEILING SUPPORT . ONLY AT LOCATIONS WHERE WALL IS COMMON WITH EFLECTION TRACK WALL TYPE P4 TRACK MOVEMENT. SCHEDULED CEILING, SEE I I I O Q ;1 RETURN THERMAL INSULATION ACROSS POOL: CONTINUOUS VAPOR BARRIER, POOL SIDE. I I WALL TYPE C8 I SCHEDULED THING, EXPOSED FACE. 5/8" WALL TYPE K6 R.C.P.s SCHEDULED CEILING - SEE R.C.P.s SCHEDULED SHEATHING. TYPE 'X' SUM BOARD, TYPICAL. SCHEDULED CEILING(S), SEE " SHOWER CEILINGS WALL TYPE F6 z 8" METAL STUDS AT 16" O.C. ^ SCHEDULED SHEATHING, POOL SIDE. 5 8 MOLD & " - CONCEALED FACE. 1" R.C.P.s. AT POOL, INSTALL / AT POOL, INSTALL VAPOR :-.: i;..Ji METAL STUDS AT 16 O.C. SEE WALL TYPES " I I CH D SHEATHING, , GYPSUM BOARD FINISH MOISTURE RESISTANT GYPSUM BOARD, TYP. BARRIER BEHIND CEILING ! '! FOR MEMBER DEPTHS SCHEDULED SHEATHING SHOWER SIDE: 5/8 'X' GYPSUM BOARD SHAFT UNE, TYPICAL SCHEDULED SHEATHING, NON -POOL SIDE. VARIES. - PORTLAND CEMENT PLASTER SYSTEM, TYP. SCHEDULED CEILING -SEE R.C.P.s `K 4" CT OR CH METAL STUDS AT 24" O.C. CEILINGS AND SUBSTRATED AND CONNECT TO WALL �- OVER CONT. VAPOR BARRIER 6 METAL STUDS AT 16 O.C. VAPOR BARRIER CONT. CONTROL JOINT WITH CONT. JOINT • SCHEDULED SHEATHING, NON -SHOWER SIDE: I SCHEDULED THERMAL BATT INSULATION. SEALANT VARIES. HORIZONTAL BRACING, AS REQUIRED I --I WALL TYPE P6 SCHEDULED CEILING - SEE R.C.P.s . CONTINUOUS VAPOR BARRIER, POOL SIDE. SCHEDULED SHEATHING, • 6" METAL STUDS AT 16" O.C. HORIZONTAL BRACING AS REQUI • SCHEDULED SHEATHING, EXPOSED FACE. 5/8" CONT. CONTROL JOINT WITH NON -SHOWER SIDE HORIZONTAL BRACING, AS REQUIRED SCHEDULED THERMAL BATT INSULATION SCHEDULED SHEATHING, I I w TYPE X GYPSUM BOARD, TYPICAL. Ennnni CONT. JOINT SEALANT WALL TYPE K8 I CERAMIC TILE - SEE I.D. DRAWINGS. • ONLY AT LOCATIONS WHERE WALL IS COMMON WITH PARTIAL HEIGHT CT OR CH METAL STUDS A . SCHEDULED SHEATHING, CONCEALED FACE. 1" HORIZONTAL BRACING, AS REQUIRED SCHEDULED SHEATHING, POOL SIDE. 5/8" MOLD & ONLY AT LOCATIONS TYPICAL AT WALLS AND CEILING. POOL: CONTINUOUS VAPOR BARRIER, POOL SIDE. I I N 0 O O.C. SEE WALL TYPES FOR , , SCHEDULED SHEATHING, POOL " MOISTURE RESISTANT GYPSUM BOARD, TYP. WHERE WALL IS COMMON :,: = W O MEMBER SIZES TYPE X GYPSUM BOARD SHAFT LINE, TYPICAL SIDE. INSTALL OVER CONT. METAL STUDS AT 16 O.C. SEE . SCHEDULED SHEATHING, NON -POOL SIDE. VARIES. WITH POOL INSTALL ; :. I SCHEDULED SHEATHING, SHOWER SIDE WALL TYPE F8 I I c I I SCHEDULED SHEATHING, ED • 6 CT OR CH METAL STUDS AT 24 O.C. VAPOR BARRIER::::: WALL TYPES FOR MEMBER DEPTHS • " » VAPOR BARRIER AT POOL I SCHEDULED SHEATHING, SHOWER SIDE: 5/8" I I o 8 METAL STUDS AT 16 O.C. SIDE OF WALL PORTLAND CEMENT PLASTER SYSTEM TV. SIDE OF WALL . SCHEDULED THERMAL BATT INSULATION. == I CONCRETE CURB MAY OCCUR - ,,, NOTES: SCHEDULED SHEATHING, NON -SHOWER SIDE: � W SCHEDULED SH G, CONCEALED 1. COMPLY WITH U.L. U499. SCHEDULED SHEATHING, NON -POOL SIDE CONTINUOUS VAPOR BARRIER, POOL SIDE. - I VARIES. I I SEE SLAB PIAN SHEETS. SEE 2. ALL SHEATHING AT RATED WALL ASSEMBLIES SHALL I / - _ ~ • SIDE OF W SCHEDULED THERMAL BATT :::. j " " o BE LISTED AS 'TYPE X'. -- ='r NOTES: W . ^ I 8 METAL STUDS AT 16 O.C. i i 8 A 31 FOR TYPICAL DETAIL E = o 'Ennn INSULATION } SCHEDULED THERMAL BATT INSULATION SCHEDULED BASE SEE I.D. Uj F-� CONC CURB MAY OCCUR - SEE 3. COORDINATE MINIMUM GAUGE THICKNESS OF 1. COMPLY WITH U.L. U465. " it $ 'Inc "� CONCRETE CURB OCCURS - SEE SLAB PLAN I I = § z O fi � CONCRETE CURB OCCURS - SEE 2. COORDINATE MINIMUM GAUGE THICKNESS OF oU$ a ; ;:,.(I ONLY AT LOCATIONS WHERE WALL IS COMMON WITH DRAWINGS W W a S PLAN SHEETS. SEE 8/A-3.1 FRAMING MEMBERS WITH THE REQUIREMENTS OF ,e vi o N = I SHEETS. SEE 8/A-3.1 FOR TYPICAL DETAIL POOL CONTINUOUS VAPOR BARRIER, POOL SIDE. I I RECESSED FLOOR MAY OCCUR - " r c Q THE U.L. ASSEMBLY. z' M SLAB PLAN SHEETS. SEE 8/A-3.1 FRAMING MEMBERS WITH THE REQUIREMENTS OF o c,; x - R TYPICAL DETAIL. �_ I FOR TYPICAL DETAIL THE U.L ASSEMBLY. F W I SEE SLAB PLAN SHEETS. o W ❑ 4. FIRESTOP ALL PENETRATIONS; SUBMIT U.L. LISTED $ � I SCHEDULED BASE - SEE I.D. DRAWINGS EXTEND WALL SHEATHING o $ a w SCHEDULED BASE - SEE I.D. `� v; SCHEDULED BASE -SEE I.D. 3. FIRESTOP ALL PENETRATIONS; SUBMIT U.L. LISTED v' g c a I $ c`� ASSEMBLIES FOR REVIEW AND APPROVAL. F c� ASSEMBLIES FOR REVIEW AND APPROVAL o ❑ c N' RECESSED FLOOR MAY OCCUR -SEE SLAB DRAWINGS �, c Z DRAWINGS MATERIAL INTO RECESSED FLOOR. O �, o SEE 9/A-3.1 FOR TYPICAL ca_ a MATERIALEINTO RE EESSED OOR.� EIEC I I I RECESSED FLOOR MAY OCCUR - o c c 4 m RECESSED FLOOR MAY OCCUR - SEE za DETAIL SEE SLAB PLAN SHEETS. EXTEND z ❑ �' 0 9/A-3.1 FOR TYPICAL DETAIL ~J W SLAB PLAN SHEETS. EXTEND WALL c' WALL SHEATHING MATERIAL INTO o ,' .• SHEATHING MATERIAL INTO RECESSED ILL. - - RECESSED FLOOR. SEE 9/A-3.1 _ SCHEDULED THERMAL - - - - - tL - - / POOL SIDE _ DETAIL SEE 9/A 3.1 FOR TYPICAL FOR TYPICAL DETAIL. - - J INSULATION SHOWER SIDE 1 � � 1 1 'C' SERIES WALL TYPES P S IES WALL TYPES - TYPICAL 1 -HR K SERIES WALL TYPES - F SERIES WALL TYPES - W R ED FULL HEIGHT SHAFT WALL PARTITION (NO INSULATION) TYPICAL 1 -HR RATED FULL HEIGHT POOL PARTITION TYPICAL FULL HEIGHT SHOWER ROOM PARTITION TYPICAL PRIVACY PARTITION (NO INSULATION) � H FLOOR/ROOF DECK ABOVE FLOOR/ROOF DECK ABOVE WALL TYPE J4 WALL TYPE E4 EXTEND SHEATHING FULL ..:���° ROOF/FLOOR DECK ABOVE WALL TYPE B4 W / WALL TYPE N2 HEIGHT WHERE NO FINISH I SCHEDULED SHEATHING. • SCHEDULED SHEATHING, EXPOSED FACE. 8" RETURN VAPOR BARRIER TO • SCHEDULED SHEATHING, POOL SIDE. 5/8" MOLD & SCHEDULED SHEATHING. DEFLECTION TRACK FIRE RESISTIVE HEAD OF WALL JOINT , , \ / / 3 5 » CEILING OCCURS " CONT. 1/2" FIRE -TREATED PLYWOOD SUBSTRATE A - CONTRACTOR TO SELECT U.L. TYPE X GYPSUM BOARD, TYPICAL. ROOF/FLOOR STRUCTURE ::... DEFLECTION TRACK MOISTURE RESISTANT GYPSUM BOARD, TYP. \ \ / / DIAGONAL BRACING - SIZE AS REQUIRED. /8 METAL STUDS AT 16 O.C. I .::" METAL STUDS AT 16 O.C. SEE WALL TYPES BASKETBALL SIDE OF ROOM, TYPICAL. • CONC FACE. 1" ABOVE AND SEAL TO SCHEDULED SHEATHING, NON POOL SIDE. VARIES. \ \ / / FOR MEMBER DEPTHS " " O DETAIL AND SUBMIT TO THE LOCAL SCHEDULED SHEATHING, ;`-�{: " " \ SPACING AS REQUIRED TO MEET DESIGN WALL TYPE E6 • 3 5/8 METAL STUDS AT 16 O.C. ~ O AUTHORITY HAVING JURISDICTION FOR TYPE 'X' GYPSUM BOARD S UNE, TYPICAL DECKING. PROVIDE SLACK IN 3 5/8 METAL STUDS AT 16 O.C. \ \ / / » SCHEDULED SHEATHING OVER 1 2" CRITERIA BUT NOT MORE THAN 8 -0 O.C. SCHEDULED SHEATHING. / SCHEDULED ACOUSTIC BATT INSULATION. M REVIEW AND APPROVAL 2 1/2" CT OR CH MET DS AT 24" O.C. VAPOR BARRIER TO = SCHEDULED THERMAL BATT INSULATION. \ -/ / " " FIRE -TREATED PLYWOOD SUBSTRATE, FULL • SCHEDULED ACOUSfI TT INSULATION ACCOMMODATE DEFLECTION • CONTINUOUS VAPOR BARRIER, POOL SIDE. / EXTEND TO ROOF/FLOOR STRUCTURE 6 METAL STUDS AT 16 O.C. HEIGHT DEFLECTION TRACK TRACK MOVEMENT. OVERHEAD. I :.,'I WALL TYPE B6 Q� " WALL TYPE J6 SCHEDULED SHEATHING WALL TYPE E8 WALL TYPE N4 z I I METAL STUDS AT 16" O.C. SEE WALL TYPES • SCHEDULED SHEATHING. CONT. 1/2' FIRE -TREATED PLYWOOD SUBSTRATE A • SCHEDU HEATHING, EXPOSED FACE. 5/8" SCHEDULED CEILING(S), SEE :;; • SCHEDULED SHEATHING, POOL SIDE. 5/8 MOLD & I I FOR MEMBER DEPTHS 8" METAL STUDS AT 16" O.C. i SCHEDULED CEILING - SEE R.C.P.s BASKETBALL SIDE OF ROOM, TYPICAL. SCHEDULED ACOUSTIC BATT MOISTURE RESISTANT GYPSUM BOARD, TYP. o m INSULATION E ' GYPSUM BOARD, TYPICAL. R.C.P.s. AT POOL, INSTALL SCHEDULED SHEATHING NON -POOL SIDE. VARIES. -1 I I SCHEDULED SHEATHING, EACH SIDE, PARTIAL • 6" METAL STUDS AT 16" O.C. DULED SHEATHING, CONCEALED FACE. 1" GYPSUM BOARD FINISH '» z I I HEIGHT SCHEDULED ACOUSTIC BATT INSULATION. SCHEDULED CEILING - SEE R.C.P.s E X GYPSUM BOARD SHAFT UNE, TYPICAL. CEILINGS AND SUBSTRATED 6 METAL STUDS AT 16 O.C. SCHEDULED SHEATHING,.;:;,:. OVER CONT. VAPOR BARRIER SCHEDULED THERMAL BATF INSULATION. PARTIAL HEIGHT HORIZONTAL BRACING, AS REQUIRED WALL TYPE B8 4" CT OR CH METAL STUDS AT 24" O.C. CONTINUOUS VAPOR BARRIER, POOL SIDE. • SCHEDULED ACOUSTIC BATT INSULATION SCHEDULED CEILING - SEE R.C.P.s SCHEDULED SHEATHING. HORIZONTAL BRACING, AS REQUI CONT. CONTROL JOINT WITH WALL TYPE J8 SCHEDULED CEILING -SEE R.C.P.s �:;:.:_: • CONT. 1/2" FIRE -TREATED PLYWOOD SUBSTRATE A WALL TYPE N6 " CONT. JOINT SEALANT HORIZONTAL BRACING, AS REQUIRED SCHEDULED SHEATHING, POOL SIDE. 5/8" MOLD & BASKETBALL SIDE OF ROOM, TYPICAL CT OR CH METAL STUDS A SCHEDULED SHEATHING, EXPOSED FACE. 5/8 :;. MOISTURE RESISTANT GYPSUM BOARD, TYP. HORIZONTAL BRACING, AS REQUIRED 8 METAL STUDS AT 16 O.C. O.C. SEE WALL TYPES FOR SCHEDULED SHEATHING, POOL I I` • SCHEDULED ACOUSTIC BATT INSULATION. TYPE X GYPSUM BOARD, TYPICAL. SIDE. INSTALL OVER CONT. _, • SCHEDULED SHEATHING, NON -POOL SIDE. VARIES. ED , , METAL STUDS AT 16 O.C. SEE 8 METAL STUDS AT 16 O.C. I I W ` ` c : SCHEDULED ACOUSTIC BATT INSULATION MEMBER SIZES . SCHEDULED SHEATHING, CONCEALED FACE. 1" • " VAPOR BARRIER :: WALL TYPES FOR MEMBER DEPTHS M SCHEDULED SHEATHING, ' :`;,: SCHEDULED THERMAL BATT INSULATION. _a' �•=_'�"SIDE OF WALL TYPE X GYPSUM BOARD SHAFT UNE, TYPICAL. ,c o • 6" CT OR CH METAL STUDS AT 24" O.C. • CONTINUOUS VAPOR BARRIER, POOL SIDE. I I c v; c i SCHEDULED ACOUSTIC BATT INSULATION SCHEDULED SH G, CONCEALED SCHEDULED SHEATHING, NON -POOL SIDE I I CONCRETE CURB MAY OCCUR - SEE SLAB PLAN SHEETS. SEE ,,, ':.,I SIDE OF W ^'` SCHEDULED THERMAL BATT I I W c CONCRETE CURB MAY OCCUR - SEE SLAB 8 A-3.1 FOR TYPICAL DETAIL. v� / o o PLAN SHEETS. SEE 8/A-3.1 FOR TYPICAL INSULATION I I CL_ �, CO CURB MAY OCCUR -SEE 1. COMPLY WITH U.L U499. SCHEDULED BASE - SEE I.D. � z o o DETAIL. 2. ALL SHEATHING AT RATED WALL ASSEMBLIES SHALL g CONCRETE CURB OCCURS -SEE I I DRAWINGS W = N >- a PLAN SHEETS. SEE 8 A-3.1 �' - ca SCHEDULED BASE -SEE I.D. DRAWINGS / BE LISTED AS TYPE X . ` SLAB PLAN SHEETS. SEE 8/A-3.1 I Io'-" RECESSED FLOOR MAY OCCUR - v:,; FOR TYPICAL DETAIL 3. COORDINATE MINIMUM GAUGE THICKNESS OF c FOR TYPICAL DETAIL. I I r c W �' RECESSED FLOOR MAY OCCUR - SEE SLAB SCHEDULED BASE -SEE I.D. FRAMING MEMBERS WITH THE REQUIREMENTS OF J SCHEDULED BASE -SEE I.D. SEE SLAB PLAN SHEETS. o o DRAWINGS � � � � EXTEND WALL SHEATHING ❑ W � � � PLAN SHEETS. EXTEND WALL SHEATHING THE U.L ASSEMBLY. _ " o Z a DRAWINGS I I MATERIAL INTO RECESSED FLOOR. o c $ c MATERIAL INTO RECESSED FLOOR. SEE RECESSED FLOOR MAY OCCUR - 4. FIRESTOP ALL PENETRATIONS; SUBMIT U.L LISTED o c c a / SEE SLAB PLAN SHEETS. EXTEND ASSEMBLIES FOR REVIEW AND APPROVAL RECESSED FLOOR MAY OCCUR -SEE SEE 9/A-3.1 FOR TYPICAL o �i SLAB PLAN SHEETS. EXTEND WAIT I,::';; 9 A-3.1 FOR TYPICAL DETAIL FN, WALL SHEATHING MATERIAL INTO N �' I I DETAIL. BASKETBALL SIDE RECESSED FLOOR. SEE 9/A-3.1 U L s SHEATHING MATERIAL INTO RECESSED ��- - / FLOOR. SEE 9/A-3.1 FOR TYPICAL �; !� F- i �, �, "�•:;�;: ,.,, FOR TYPICAL DETAIL. U_ ' POOL SIDE ---� DETAIL WS IES WALL TYPES - J .SERIES WALL TYPES - 'E' SERIES WALL TYPES - 'B' SERIES WALL TYPES - ;°,,,� T CAL 1 -HR RATED FULL HEIGHT SHAFT WALL PARTITION TYPICAL FULL HEIGHT POOL PARTITION TYPICAL PARTIAL HEIGHT PARTITION (NO INSULATION) BASKETBALL PRIVACY PARTITION AR0016346 FLOOR/ROOF DECK ABOVE WALL TYPE M4 WAIT TYPE H4 WAIT TYPE D4 HEEIGHTDWHE E NIOGFULL rl 771 FINI H WAIL TYPE A4 R • SCHEDULED SHEATHING. • SCHEDULED SHEATHING: 5/8" PORTLAND CEMENT SCHEDULED SHEATHING. CEILING OCCURS I ^ =-= ROOF/FLOOR DECK ABOVE • SCHEDULED SHEATHING. FIRE RESISTIVE HEAD OF WALL JOINT 3 5/8" METAL STUDS AT 16" O.C. CEILING TILE OVER LATHE AND PLASTER PLASTER SYSTEM, TYP. \ \ / / 3 5/8" METAL STUDS AT 16" O.C. I 3 5/8" METAL STUDS AT 16" O.C. - CONTRACTOR TO SELECT U.L. CEILING ABOVE » » \ \ / / DIAGONAL BRACING - SIZE AS REQUIRED. SCHEDULED ACOUSTIC BATT INSULATION. } ; :;.• DEFLECTION TRACK SCHEDULED ACOUSTIC BATT INSULATION. • 3 5/8 METAL STUDS AT 16 O.C. \ / / DETAIL AND SUBMIT TO THE LOCAL \ SPACING AS REQUIRED TO MEET DESIGN WALL TYPE M6 SCHEDULED THERMAL BATT INSULATION \ / / � » METAL STUDS AT 16" O.C. SEE I I AUTHORITY HAVING JURISDICTION FOR SCHEDULED SHEATHING. ( I \ � / WALL TYPES FOR MEMBER DEPTHS REVIEW AND APPROVAL " / CEXTENDATO ROOF FLOOR THAN O C WALL TYPE D6 WAIL TYPE A6 IIA Ill • 6 METAL STUDS AT 1 C. I I WALL TYPE H6 \ / SCHEDULED SHEATHING." SCHEDULED SHEATHING. DEFLECTION TRACK I SCHEDULED SHEATHING: 5/8" PORTLAND CEMENT OVERHEAD. • 6 METAL STUDS AT 16 O.C. I SCHEDULED SHEATHING, FULL - I 6" METAL STUDS AT 16" O.C. WALL TYPE M8 I I PIER AT FRONT OF SHOWER DIVIDER, PIASTER SYSTEM, TYP. " SCHEDULED ACOUSTIC BATT INSULATION. _...>I. HEIGHT SCHEDULED ACOUSTIC BATT INSULATION. SCHEDULED EATHING. COORDINATE DIMENSIONS WITH TILE LAYOUT IN • 6" METAL STUDS AT 16" O.C. ? METAL STUDS AT 16 O.C. SEE WALL TYPES » - FOR MEMBER DEPTHS WAIL TYPE D8 • z SCHEDULED CEILING -SEE R.C.P.s WALL TYPE A8 8 MET DS AT 16 O.C. THE I.D. DRAWINGS. PROVIDE ADJUSTMENT SCHEDULED THERMAL BATT INSULATION o • SCHEDULED SHEATHING. SCHEDULED SHEATHING. I I SPACE FOR TILE WORK TO ENSURE PROPER SCHEDULED SHEATHING EACH SIDE, PARTIAL SCHEDULED THERMAL I I ALIGNMENT. WAIL TYPE H8 `a HEIGHT. • 8" METAL STUDS AT 16" O.C. • 8" METAL STUDS AT 16" O.C. » • SCHEDULED ACOUSTIC BATT INSULATION.: • SCHEDULED ACOUSTIC BATT INSULATION. COMPLY WITH U.L U465. • SCHEDULED SHEATHING: 5/8 PORTLAND CEMENT HORIZONTAL BRACING, AS REQUIRED I ALL SHEATHING AT RATED WALL ASSEMBLIES SHALL BATT INSULATION PLASTER SYSTEM, TYP. SCHEDULED CEILING - SEE R.C.P.s ,� HORIZONTAL BRACING, AS REQUIRED » " BE LISTED AS 'TYPE X . v, z 8 METAL STUDS AT 16 O.C. iki 3. COORDINATE MINIMUM GAUGE THICKNESS OF z • SCHEDULED THERMAL BATT INSULATION SCHEDULED CEILING -SEE R.C.P.s SCHEDULED SHEATHING, c PARTIAL HEIGHT w I HORIZONTAL BRACING, AS FRAMING MEMBERS WITH THE REQUIREMENTS OF;: THE U.L. ASSEMBLY. o I- HORIZONTAL BRACING, AS REQUIRED IL I I METAL STUDS AT 16" O.C. SE 4. FIRESTOP ALL PENETRATIONS; SUBMIT U.L LISTED ❑ S2 CERAMIC TILE -SEE I.D. DRAWINGS. ALL APPROVAL " I " EXPOSED FACES � � UO - WALL TYPES FOR MEMBER D S ASSEMBLIES FOR REVIEW AND APP s2 c W W W SCHEDULED ACOUSTIC BATT = I I SCHEDULED SHEATHING, ALL SIDES I I �' INSULATION Y SCHEDULED SHEATHIN TH SIDES z ' _, c - - Z o I I_ CONCRETE CURB MAY OCCUR F HJ I I I ' `: I CONCRETE CURB MAY OCCUR - SCHEDULED ACOUSTIC BATT SEE SLAB PLAN SHEETS. SEE `" z SEE SLAB PLAN SHEETS. SEE ``' INSULATION °- N 8/A-3.1 FOR TYPICAL DETAIL $ 8/A-3.1 FOR TYPICAL DETAIL o I I & S I: I o c SCHEDULED BASE - SEE I.D. CON CURB MAY OCCUR -SEE z o ��,' I - SCHEDULED BASE -SEE I.D. � $ N DRAWINGS � � Sheet Name: PLAN SHEETS. SEE 8/A-3.1 o CONCRETE CURB OCCURS SEE SLAB PLAN .:` DRAWINGS 9 $ z � _ o o WALL TYPES OR TYPICAL DETAIL. I I W a RECESSED FLOOR MAY OCCUR o SHEETS. SEE 8/A-3.1 FOR TYPICAL DETAIL gat o SCHEDULED BASE - SEE I.D. ( = I t RECESSED FLOOR MAY OCCUR c c SEE SLAB PLAN SHEETS. EXTEND $ I I DRAWINGS I I SCHEDULED BASE -SEE I.D. DRAWINGS I: - SEE SLAB PLAN SHEETS. W EXTEND WALL SHEATHING $ g WALL SHEATHING MATERIAL INTO RECESSED FLOOR MAY OCCUR - I "`.: RECESSED FLOOR MAY OCCUR -SEE SLAB` MATERIAL INTO RECESSED RECESSED FLOOR. SEE 9/A-3.1 Prot #: Issue Date: SEE SLAB PLAN SHEETS. EXTEND c 1: FOR TYPICAL DETAIL 170264 09-01-2017 WALL SHEATHING MATERIAL INTO PLAN SHEETS. EXTEND WAIL SHEATHING FLOOR. SEE 9/A-3.1 FOR I I MATERIAL INTO RECESSED FLOOR. SEE TYPICAL DETAIL. RECESSED FLOOR. SEE 9/A-3.1 - - FOR TYPICAL DETAIL. 9/A-3.1 FOR TYPICAL DETAIL Sheet No.: 'M' S IES WALL TYPES - 'H' SERIES WALL TYPES - 'D' SERIES WALL TYPES - 'A' SERIES WALL TYPES -A=32 T CAL 1 -HR RATED FULL HEIGHT PARTITION (NO INSULATION) PARTIAL HEIGHT SHOWER ROOM PARTITION (NO INSULATION) TYPICAL PARTIAL HEIGHT PARTITION TYPICAL PRIVACY PARTITION WITH ACOUSTIC INSULATION • Drawn By:ecked By: T WB/KC KC ROOF/FLOOR DECK ABOVE Wo � SEAL GYPSUM BOARD AND VAPOR BARRIER GENERAL SHEET NOTES Z rn 0 '° S rn M TIGHT TO DECK. SEAL ALL PENETRATIONS WALL FURRING WF1 WALL TYPE W175• SCHEDULED SHEATHING. v '�0 EXISTING 2HR METAL STUD AND EXISTING 2 -HR RATED WALL. TIGHT. RIGID FOAM INSULATION CANNOT BE " " 1. SEE A-3.1 FOR GENERAL WALL TYPE AND WALL CONSTRUCTION GENERAL NOTES. ¢' o 0 GYPSUM BOARD TENANT 5/8" PLYWOOD BASE. EXPOSED TO INTERIOR OF BUILDING. 2 METAL STUDS AT 24 O.C. 2. SEE A-3.1 FOR TYPICAL WALL CONSTRUCTION DETAILS. ` (vSCHEDULED R10 RIGID FOAM INSULATION. 3. SEE A-3.1 FOR TYPICAL DOOR LOCATION DETAIL U v DEMISING WALL • 5/8" GYPSUM BOARD. 2" METAL STUDS AT 24" O.C. SEE WALL 3 TYPES FOR MEMBER DEPTHS 4. SEE A-3.1 FOR TYPICAL WALL AND CEIUNG SHEATHING SCHEDULE - INTERIOR AND EXTERIOR LOCATIONS. COORDINATE ALL WALL SHEATHING TYPES � 5/8" GYPSUM BOARD, EXTEND AND EXTENTS WITH THIS SCHEDULE. WALL TYPES WITH SPECIAL CONSTRUCTION, SUCH AS SHOWER ROOM WALLS, POOL WALLS, AND RATED WALLS FULL HEIGHT OF WALL INSTALL SCHEDULED SHEATHING INDICATE THE TYPICAL SHEATHING CONDITIONS THAT MAY OCCUR. CONTRACTOR SHALL COORDINATE THESE TYPICAL NOTES WITH THE INFORMATION IN t « w OVER EXISTING WALL. j THE TYPICAL WALL AND CEILING SHEATHING SCHEDULE - INTERIOR AND EXTERIOR LOCATIONS. L 22 ` 5. SEE A-3.1 FOR TYPICAL INSULATION SCHEDULE. COORDINATE ALL INSULATION TYPES AND EXTENTS WITH THIS SCHEDULE. Q M 0 SCHEDULED CEIUNG - SEE R.C.P.s HORIZONTAL BRACING, AS REQUIRED « L Ln M EXTERIOR WALL CONSTRUCTION - SEE SECTIONS a o O w SCHEDULED R10 RIGID FOAM o o N W INSULATION • O =y\ ,r w SCHEDULED BASE - SEE I.D. o 0 �- 00 SCHEULED BASE - SEE I.D. -j DRAWINGS DRAWINGS W z a CL S o& RECESSED FLOOR MAY OCCUR - �_ m P z w o z co z SEE SLAB PLAN SHEETS.^ U EXTEND WALL SHEATHING wLU MATERIAL INTO RECESSED FLOOR. o g v W a / -. F TYPICAL S� ® W�zc�oz� SEE 9/A 31 OR CAL x o a Ll i. DETAIL a }cW� =WF / C40 l'- U U o.w�Z �D� 0 0: LU co x / lL-_ 00=WW wF-w 'WF5' WALL FURRING - 'WF1' WALL FURRING - x o w u_ } TYPICAL AT TENANT DEMISING WALL TYPICAL EXTERIOR WALL FURRING H ROOF/FLOOR DECK ABOVE ROOF/FLOOR DECK ABOVE \ / • WALL FURRING WF8 WALL FURRING WF4 \ / WALL TYPE W4 WALL TYPE S7 M \ / / DIAGONAL BRACING -SIZE AS REQUIRED. ° FIRE RESISTIVE HEAD OF WALL JOINT - SEAL GYPSUM BOARD AND VAPOR BARRIER SCHEDULED SHEATHING, AT SHOWER W4LL. / SEAL GYPSUM BOARD AND VAPOR BARRIER TIGHT TO DECK SCHEDULED SHEATHING, AT SHOWER SPACING AS REQUIRED TO MEET DESIGN SCHEDULED SHEATHING, " CONTRACTOR TO SELECT U.L DETAIL 7 1/4" CONCRETE WALL. l� TIGHT TO DECK 5/8 PORTLAND CEMENT PLASTER SYSTEM, / ROOF DRAIN PIPE OCCURS IN CAVITY. COORDINATE FRAMING 5/8 PORTLAND CEMENT PLASTER M, \ \ / / CRITERIA BUT NOT MORE THAN 8'-0" O.C. 3 5/8 METAL STUDS AT 16 O.C. AND SUBMIT TO THE LOCAL AUTHORITY SCHEDULED 5 8" GYPSUM BOARD, FULL HEIGHT ABOVE IYP. TO UNDERSIDE OF CEIUNG FRAMING. WITH PIPE. DO NOT EXTEND PIPE INTO EXTERIOR WALL' \ -� / R13 VAPOR -RETARDER FACED BATT HAVING JURISDICTION FOR REVIEW AND WAI-I- TYPE S9 r T N / SCHEDULED SHEATHING ABOVE SHOWER. SCHEDULED SHEATHING AT RIOR WALL / EXTEND TO ROOF/FLOOR STRUCTURE INSULATION IN WALLS. p ° 9 1/4- CONCRETE WALL W M SHOWER PLASTER AND TILE 5/8" MOLD &MOISTURE RESISTANT / FURRING/SHEATHING. 5/8" MOLD & MOISTUR SISTANT OVERHEAD. . PROVIDE 3 1/2" UNPAGED BATT INSULATION APPROVAL / 3 5 8" METAL STUDS AT 16" O.C. SEE WALL TYPES FOR CONCRETE WALL. SEE STRUCTURAL GYPSUM BOARD, TYPICAL / GYPSUM BOARD, lYP I ( FULL HEIGHT ABOVE R13 INSULATION. WALL TYPE S11 Q » » z DRAWINGS FOR DESIGN AND O ^ • 2 METAL STUDS AT 24 O.C. MEMBER DEPTHS. PROVIDE HORIZONTAL BRACING BACK TO , 3 5/8 METAL SAT 16 O.C. � METAL CEIUNG FRAMING, AS REQUIRED FOR PLASTER • R30 BATT INSULATION IN CEILINGS. REINFORCING. 11 1/4" CONCRETE WALL I --I • INSULATION AT SHOWER WALLS AND WALL AS REQUIRED. • INSULAl10N HOWER WALLS AND ° ;. a CEILING SUPPORT METAL CEIUNG FRAMING, AS REQUIRED FOR PLASTER CEILINGS. R13 THERMAL BATT INSULATION. / I I METAL CEIUNG FRAMING, AS REQUIRED FOR PLASTER CEILINGS. 13 THERMAL BATT INSULATION. i i WALL TYPE W6 NOTES:P4 CEIUNG SUPPORT INSULATION AT EXTERIOR WALL, R10 RIGID ''; I CEIUNG SUPPORT INSU N AT EXTERIOR WALL, R10 RIGID R30 FACED BATT INSULATION AT CEIUNG • SCHEDULED SHEATHING, ° 1. U.L DOES NOT LIST LIES CONCRETE WALLS. WALL ^ RETURN THERMAL BATT INSULATION AT SHOWER CEIUNG FOAM INSULATION. I I RETURN THERMAL BATT INSULATION AT SHOWER CHUN F INSULATION. I I 6 METAL STUDS AT 16 O.C. p ° ANALYZED PER I IMUM CONCRETE THICKNESS FOR 1 HR >- VAPOR BARRIER AT SHOWER WADS AND OR BARRIER AT SHOWER WALLS AND SCHEDULED SHEATHING I R13 VAPOR -RETARDER FACED BATT RATING IS 3.5 �•-� t ii i i t CEILINGS. �(� _ IN U HORIZONTAL BRACING AS REQUIRED Ciw CEILINGS._:. -a f • METAL STUDS AT 16" O.C. SEE WALL TYPES FOR INSULATION IN WALLS. 2. ALL JOINTS UTED SOLID OR SEALED WITH WITH AN �I HORIZONTAL BRACING, AS REQUIRED I I Q �/ t i 1 ` MEMBER DEPTHS PROVIDE 3 1/2" UNFACED BATT INSULATION APPRO L ESISTNE JOINT SEALANT. .. CONT. CONTROL JOINT WITH CONT. JOINT SEALANT I I �� CONT. CONTROL JOINT WITH CONT. JOINT LAIdY �;1 �' FULL HEIGHT ABOVE R13 INSULATION. 3. AREP TIONS; SUBMIT U.L. LISTED ASSEMBLIES FOR CERAMIC TILE - SEE I.D. DRAWINGS. TYPICAL AT WALLS AND CEIUNG. L_ CERAMIC TILE - SEE I.D. DRAWINGS. AL LS AND CEILING. TONGUE AND GROOVE WOOD SIDING - BY SAUNA • R30 BATT INSULATION IN CEILINGS. ° PROVAL W SCHEDULED R13 THERMAL BATT INSULATION SCHEDULED R13 THERMAL BATT I.'..•' -- WOODEBL BLOCKING. INSTALL COORDINATE WITH SAUNA GYPSUM AIZD AND WALL TYPE W8 p MANUFACTURER D EXTERIOR WALL CONSTRUCTION SEE SECTIONS I EXTERIOR WALL CONSTRUCTION CTTONS HORIZONTAL BRACING, AS REQUIRED SCHEDULED SHEATHING, 1 -4" TYP., , • 8" METAL STUDS AT 16" O.C. ° �..� I I I SEE PLAN FOR ALL DIMENSIO f . , SCHEDULED SHEATHING, SAUNA SIDE R13 VAPOR -RETARDER FACED BATT » / » INSULATION IN WALLS. a I SCHEDULED 5/8' PORTLAND CEMENT PLASTER SYSTEM METAL LATHE, SCRATCH COAT, BROWN i SCHEDULED 5 8 PO CEMENT PLASTER SYSTEM METAL LATHE, SCRATCH COAT, BROWN ' COAT, % I k R13 BATT FACED i PROVIDE 3 1/2" UNFACED BATT INSULATION FINISH COAT). INSTALL FLUID APPLIED WATERPROOFING AND ISOLATION MEMBRANE �/ I I I ` : COAT, FINISH COAT STALL FLUID APPLIED WATERPROOFING AND ISOLATION MEMBRANE :: FULL HEIGHT ABOVE R13 INSULATION. i INSULATION TO TOP I BETWEEN PLASTER AND TILE. TYPICAL AT WALLS AND CEIUNG. I I I `. I BETWEEN P " D TILE. TYPICAL AT WALLS AND CEIUNG. OF R30 INSULATION AT , • R30 BATT INSULATION IN CEILINGS. I SCHEDU /8 GYPSUM BOARD, FULL HEIGHT CEIUNG PROVIDE FIRE -TREATED WOOD BLOCKING, AS ELEVATOR PIT MAY OCCUR - SE / I I ' REQUIRED. COORDINATE WITH SAUNA MANUFACTURER. ° PLAN SHEETS AND ELEVATOR GED O SCHEDULED R10 RIGID FOAM THERMAL INSULATION i :::::�� SCH D R10 RIGID FOAM THERMAL INSULATION �,�,.�:'. � Q ' CONCRETE CURB MAY OCCUR - SEE SLAB PLAN o PLANS AND SECTIONS. M M » /. 2 METAL STUDS AT 24 O.C. i METAL STUDS AT 24 O.C. ` / SCHEDULED BASE - E I.D. DRAWINGS W , SHEETS. SEE 12 A-3.1 FOR TYPICAL DETAIL CONCRETE CURB OCCURS -SEE SLAB PLAN SHEETS. SEE 8/A-3.1 FOR TYPICAL DETAIL RECESSED FLOOR MAY OCCUR - SEE SLAB � O i PIAN SHEETS. EXTEND WALL SHEATHING ° RECESSED R MAY OCCUR - SEE SCHEDULED BASE -SEE I.D.DRAWINGS / I I SCHEDULED BASE -SEE I.D.DRAWINGS MATERIAL INTO RECESSED FLOOR. SEE p SLAB P SHEETS. EXTEND WALL h•'-1 W ' j 9/A-3.1 FOR TYPICAL DETAIL. SH NG MATERIAL INTO RECESSED ' RECESSED FLOOR OCCURs - SEE SLAB PLAN SHEETS. EXTEND WALL SHEATHING MATERIAL INTO ' I RECESSED FLOOR MAY OCCUR - SEE SLAB PLAN SHEETS. EXTEND WALL SHEATHING MATERIAL - - - J SCHEDULED BASE - SEE I.D. DRAWINGS �- - / OR. SEE 9/A-3.1 FOR TYPICAL RECESSED FLOOR. SEE 9/A-3.1 FOR TYPICAL DETAIL INTO RECESSED FLOOR. SEE 9/A-3.1 FOR TYPICAL DETAIL U_ - SAUNA SIDE ' DETAIL. w 'WF8' WALL FURRING - 'WF ' ALL FURRING - 'V' SERIES WALL TYPES - S S IES WALL TYPES - Z TYPICAL EXTERIOR WALL FURRING AT SHOWER T CAL EXTERIOR WALL FURRING AT SHOWER PARTIAL HEIGHT SAUNA WALLS R ED CONCRETE WALLS � H i ROOF/FLOOR DECK ABOVE ROOF/FLOOR DECK ABOVE DEFLECTION TRACK WALL TYPE U4 DEFLECTION TRACK WALL TYPE R8 W � f/ SEAL GYPSUM BOARD AND FIRE -TREATED SEAL GYPSUM BOARD AND FIRE -TREATED m �� a • SCHEDULED SHEATHING - 8x8x16 C.M.U. WITH HORIZONTAL JOINT REINFORCEMENT AT 16" O.0 / d " » FIRE RESISTIVE HEAD OF WALL JOINT - CONTRACTOR PLYWOOD SHEATHING TIGHT TO DECK. SEAL WAIL TYPE WF7 PLYWOOD SHEATHING TIGHT TO DECK. SEAL W� TYPE WF3 •- a m 3 5/8 METAL STUDS AT 16 O.C. ==" SCHEDULED SHEATHING. ALL PENETRATIONS TIGHT. RIGID FOAM SCHEDULED SHEATHING OVER 1/2" ALL PENETRATIONS TIGHT. RIGID FOAM SCHEDULED SHEATHING OVER 1/2" "' TO SELECT U.L. DETAIL AND SUBMIT TO THE LOCAL 0 METAL STUD FRAMING AT 16" O.C. SIZE AS REQUIRED. O • w W � c C R13 VAPOR -RETARDER FACED BATT AUTHORITY HAVING JURISDICTION FOR REVIEW AND I� INSULATION CANNOT BE EXPOSED TO FIRE -TREATED PLYWOOD SHEATHING SUBSTRATE. INSULATION CANNOT BE EXPOSED TO FIRE -TREATED PLYWOOD SHEATHING SUBSTRATE. $i w `'' F METAL CEIUNG FRAMING AS REQUIRED FOR INSULATION IN WALLS. is • AT BASKETBALL LOCATIONS, PROVIDE SCHEDULED 1/2 -TREATED rrTT O INTERIOR OF BUILDING. 6" METAL STUDS AT 16" O.C. / INTERIOR OF BUILDING. 2" METAL STUDS AT 124" O.C. _ N PLASTER CEIUNG SUPPORT PROVIDE 3 1/2" UNFACED BATT INSULATION APPROVAL PLYWOOD SHEATHING SUBSTRATE. / h•+�� M " • R13 VAPOR -RETARDER FACED BATT INSULATION. " • SCHEDULED R10 RIGID FOAM THERMAL 3 a z FULL HEIGHT ABOVE R13 INSULATION. BATT INSULATION MAY OCCUR. 6 METAL STUDS AT 16 O.C. --� 2 METAL STUDS AT 24 O.C. INSULATION. R30 FACED BATT INSULATION AT CEIUNG • R30 BATT INSULATION IN CEILINGS. PROVIDE BATT INSULATION IF INDICATED ON PLANS OR IF ADJACENT WAIL TYPES HAVE BATT INSULATION. WALL TYPE R10 SCHEDULED SHEATHING OVER SCHEDULED SCHEDULED SHEATHING OVER SCHEDULED METAL STUDS AT 16" O.C. SEE WALL TYPES PROVIDE SAME TYPE AND THICKNESS AS ADJACENT " " WAIL TYPE U6 r 10x8x16 C.M.U. WITH HORIZONTAL JO ENFORCEMENT AT 16" O.C. 1/2 FIRE -TREATED PLYWOOD SHEATHING 1/2 FIRE -TREATED PLYWOOD SHEATHING FOR MEMBER DEPTHS CONSTRUCTION. 1. SUBSTRATE, FULL HEIGHT SUBSTRATE, FULL HEIGHT SCHEDULED SHEATHING 1i t, ; SCHEDULED SHEATHING," , / • SCHEDULED 5 8' GYP OAR R METAL STUD FRAMING AT 16" TONGUE AND GROOVE WOOD SIDING - BY 6 METAL STUDS AT 16 O.C. CONCRETE MASONRY UNITS. SEE STRUCTURAL O.C. SIZE AS RE • AT BASK ROVIDE SCHEDULED 1/2- FIRE -TREATED GYPSU--- SAUNA MANUFACTURER. OUFA AND WOOD TALL OVER • R13 APO IN EADER FACED BATT DRAWINGS FOR ALL REINFORCING AND GROUTING REQUIREMENTS. PLYWOOD S IND GYPSUM BOARD. / COORDINATE WITH SAUNA MANUFACTURER PROVIDE 3 1/2" UNFACED BATT INSULATION HORIZONTAL BRACING, AS REQUIRED BATT I OCCUR. H HORIZONTAL BRACING, AS REQUIRED FULL HEIGHT ABOVE R13 INSULATION. HORIZONTAL BRACING, AS REQUIRED - HORIZONTAL BRACING, AS REQUIRED R30 BATT INSULATION IN CEILINGS. = { AT BASKETBALL LOCATIONS, PROVIDE SCHEDULED ' PROVIDE FIRE -TREATED WOOD BLOCKING, AS ' .� 1/2" FlRE-TREATED PLYWOOD SHEATHING M.U. WITH HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. �i i REQUIRED. COORDINATE WITH SAUNA W TYPE U8 LED SHEATHING. » SCHEDULED SHEATHING, SCHEDULED SHEATHING OVER METAL i MANUFACTURER. " �j ; AL STUD FRAMING AT 16 O.C. SIZE AS REQUIRED. ;/ ; • 8" METAL STUDS AT 16" O.C. AT BASKETBALL LOCATIONS, PROVIDE SCHEDULED 1 2 FIRE EXTERIOR WALL CONSTRUCTION - EXTERIOR WAIL CONSTRUCTION - STUD FRAMING AT 16 O.C., SIZE AS / . SEE SECTIONS SEE SECTIONS SCHEDULED SHEATHING, SAUNA SIDE R13 VAPOR -RETARDER FACED BATT REQUIRED TO ACHIEVE WALL FINAL c - PLYWOOD SHEATHING SUBSTRATE. INSULATION IN WAILS. WALL THICKNESS. SEE PIANS. BRACE R13 VAPOR -RETARDER FACED SCHEDULED R10 RIGID FOAM i »`' FRAMING BACK TO C.M.U. WALL AS `=i < BATT INSULATION MAY OCCUR. ~� BATT INSULATION. R13 BATT FACED INSULATION, PROVIDE 3 1/2 UNFACED BATT INSULATION:: : F \ THERMAL INSULATION ' i FULL HEIGHT ABOVE R13 INSULAl10N. REQUIRED. / TO TOP OF R30 INSULATION '- / AT CEIUNG , • R30 BATT INSULATION IN CEILINGS. VARIES, SEE PLANS Z 11 COMPLY WITH U.L U465. LISTED U.L. ASSEMBLY IS A 2HR RATING, v ONLY 1 HR IS REQUIRED. THERE ARE NO U.L C.M.U. ASSEMBLIES FOR CONCRETE CURB MAY CCUR - SEE SLAB ELEVATOR PIT MAY OCCUR - W o a 1 HR BALING. CONSTRUCT PER U.L DETAIL SCHEDULED BASE - SEE I.D. SCHEDULED BASE -SEE , _ DRAWINGS DRAWINGS , PLAN SHEETS. SEE 12/A-3.1 FOR TYPICAL ;::: SLAB PLAN SHEETS AND E OR �' RECESSED FLOOR MAY OCCUR - / RECESSED FL00 Y OCCUR - ' DETAIL. ENLARGED PIANS AND ONS. o d o 2. COORDINATE MINIMUM C.M.U. SIZE AND PROPERTIES, REINFORCING w o REQUIREMENTS, AND GROUTING REQUIREMENTS WITH THE LISTED U.L SCHEDULED BASE HE I.D. c `� g $ ASSEMBLY. SEE SLAB PLAN SHEETS. SEE SLAB P SHEETS. d PLAN SHEETS. EXTEND WALL SHEATHING B DRAWINGS EXTEND WALL SHEATHING EXTEND SHEATHING , c 3. FlRESTOP ALL PENETRATIONS; SUBMIT U.L LISTED ASSEMBLIES FOR / MATERIAL INTO RECESSED FLOOR. MATE INTO RECESSED FLOOR. t MATERIAL INTO RECESSED FLOOR. SEE .,° �' RECESSED OR MAY OCCUR - SEE a REVIEW AND APPROVAL / SEE 9/A-3.1 FOR TYPICAL S /A-3.1 FOR TYPICAL 9/A-3.1 FOR TYPICAL DETAIL SLAB P SHEETS. EXTEND WALL 4. ONLY EXTEND FURRING FULL HEIGHT IF THERE IS NO CEIUNG. IF DETAIL. L. _ - - J SCHEDULED BASE -SEE I.D. DRAWINGS SH NG MATERIAL INTO RECESSED THERE IS A CEIUNG, TERMINATE FURRING 6" ABOVE HIGHEST FINISH OR. SEE 9/A-3.1 FOR TYPICAL CEILING ELEVATION. of rhL DETAIL. �'`�• - . ��` SAUNA SIDE WF7 WALL FURRING - WF ALL FURRING - 'U'SERIES WALL TYPES - R S IES WALL TYPES - ��oE sc►rRo�o',' TYPICAL AT BASKETBALL EXTERIOR WALL AND COLUMNS T CAL EXTERIOR WALL FURRING AT BASKETBALL FULL HEIGHT SAUNA WALLS R ED C.M.U. WALLS WITH WALL FURRING A �. AR0016346 ROOF/FLOOR DECK ABOVE / SEAL GYPSUM BOARD AND VAPOR BARRIER P ° DEFLECTION TRACK WALL TYPE T7 WAIT TYPE 08 FR FIRE RESISTIVE HEAD OF WAIL JOINT - WALL FURRING WF2 7 1/4 CONCRETE. 8x8x16 C.M.U. WITH HORIZONTAL JOINT REINFORCEMENT AT 16 O.0 l TIGHT TO DECK. SEAL ALL PENETRATIONS ARE RESISTIVE HEAD OF WALL JOINT - CONTRACTOR CONTRACTOR TO SELECT U.L DETAIL ` EXISTING 2HR METAL STUD AND W�EXISITTYPE NGF2-HR RATED WALL TIGHT. RIGID FOAM INSULATION CANNOT BE • SCHEDULED SHEATHING. • SCHEDULED SHEATHING. a TO SELECT U.L DETAIL AND SUBMIT TO THE LOCAL AND SUBMIT TO THE LOCAL AUTHORITY EXPOSED TO INTERIOR OF BUILDING. 2" METAL STUDS AT 24" O.C. METAL STUD FRAMING AT 16 O.C. SIZE AS REQUIRED. WALL TYPE 010 GYPSUM BOARD TENANT 5/8" PLYWOOD UNDERLAYER. AUTHORITY HAVING JURISDICTION FOR REVIEW AND HAVING JURISDICTION FOR REVIEW AND • SCHEDULED R10 RIGID FOAM THERMAL 1> ° APPROVAL AT BASKETBALL LOCATIONS, PROVIDE SCHEDULED 1/2" -TREATED APPROVAL 10x8x16 C.M.U. WITH HORIZONTAL JOINT REINFORCEMENT 16" O.C. DEMISING WAIL 5/8" GYPSUM BOARD. 2" METAL STUDS AT 24" O.C. INSULATION. PLYWOOD SHEATHING SUBSTRATE. CONCRETE MASONRY UNITS. SEE • CONT. VAPOR BARRIER BATT INSULATION MAY OCCUR. WALL TYPE 012 5/8" GYPSUM BOARD OVER 1/2" PROVIDE BATT INSULATION IF INDICATED ON PLANS STRUCTURAL DRAWINGS FOR ALL SCHEDULED SHEATHING OVER CONT. VAPOR REINFORCING AND GROUTING • 12x8x16 C.M.U. WITH HORIZONTAL JOINT REI CEMENT AT 16" O.C. 4 �, FIRE RETARDANT TREATED BARRIER, FULL HEIGHT ° OR IF ADJACENT WALL TYPES HAVE BATT INSULATION. WALL TYPE T9 REQUIREMENTS. PLYWOOD SHEATHING. INSTALL PROVIDE SAME TYPE AND THICKNESS AS ADJACENT , 9 1/4' CONCRETE. NOTES: OVER EXISTING WALL EXTEND c CONSTRUCTION. • SCHEDULED SHEATHIN 1. COMPLY WITH U.L U . USTED ASSEMBLY IS A 2HR RATING, CONCRETE SEE ONLY 1 HR IS REQ E ARE NO U.L C.M.U. ASSEMBLIES FOR p • METAL STUD SIZE AS REQUIRED. 1 HR RATING. U.L. DETAIL. FULL HEIGHT OF WALL. ° -" DESIGN AND REINFORCING. STRUCTURAL DRAWINGS FOR � AT BASK ROVIDE SCHEDULED 1/2' FIRE -TREATED SCHEDULED CEILING - SEE R.C.P.s / " HORIZONTAL BRACING, AS REQUIRED PLYWOOD S TE. 2. COORDINATE SIZE AND PROPERTIES, REINFORCING • BATT I CCUR. REQUIREM OUTING REQUIREMENTS WITH THE LISTED U.L HORIZONTAL BRACING, AS REQUIRED ASS4LY. ° AT BASKETBALL LOCATIONS, PROVIDE SCHEDULED 3. ENETRATIONS; SUBMIT U.L. LISTED ASSEMBLIES FOR •C IF 2" 1/2" FIRE -TREATED PLYWOOD SHEATHING SUBSTRATE / " ONCRETE. APPROVAL' / LED SHEATHING. p c SCHEDULED SHEATHING OVER METAL » a / EXTERIOR WALL CONSTRUCTION - ° STUD FRAMING AT 16" O.C. SIZE AS � SND FRAMING AT 16 O.C. SIZE AS REQUIRED. AT BASKETBALL LOCATIONS, PROVIDE SCHEDULED 1/2" FIRE -TREATED `� /: SEE SECTIONS REQUIRED TO ACHIEVE WALL FINAL ` c PLYWOOD SHEATHING SUBSTRATE. SCHEDULED R10 RIGID FOAM ` ::• WALL THICKNESS. SEE PLANS. BRACE , BATT INSULATION MAY OCCUR. Ii THERMAL INSULATION FRAMING BACK TO C.M.U. WALL AS F ° t> REQUIRED. c z D VARIES, SEE PLANS c 1. U.L DOES NOT UST ASSEMBLIES FOR CONCRETE WALLS. WALL / _ - _ ANALYZED PER IBC 720.1(2). MINIMUM CONCRETE THICKNESS FOR 1HR ELEVATOR PIT MAY OCCUR - SE i SCHEDULED BASE SEE I.D. ELEVATOR PIT MAY OCCUR S DRAWINGS c �' ° SLAB PLAN SHEETS AND E R c� RATING IS 3.5". PLAN SHEETS AND ELEVATOR GED Sheet Name: u, z t> -~ ENLARGED PLANS AND ONS. a c 2. ALL JOINTS SHALL BE GROUTED SOLID OR SEALED WITH WITH AN PIANS AND SECTIONS. WALL TYPES ' RECESSED o FLOOR MAY OCCUR ©Q ^ w APPROVED U.L FIRE -RESISTIVE JOINT SEALANT. / SEE SLAB PLAN SHEETS. g - N SCHEDULED BASE - E D. c SCHEDULED BASE - E I.D. DRAWINGS EXTEND WALL SHEATHING � !: N � DRAWINGS a� d 3. REVIEWFiRESTOP ALL PENETRATIONS; SUBMIT U.L LISTED ASSEMBLIES FOR MATERIAL INTO RECESSED FLOOR. REVIEW AND APPROVAL. v vi p RECESSED OR MAY OCCUR - SEE a 4. ONLY EXTEND FURRING FULL HEIGHT IF THERE IS NO CEIUNG. IF RECESSED R MAY OCCUR - SEE Froj #: issue Date: SEE 9/A-3.1 FOR TYPICAL � � � � SLAB P SHEETS. EXTEND WALL � THERE IS A CEIUNG TERMINATE FURRING 6" VE I I SLAB P SHEETS. EXTEND WALL 170264 09-01-2017 DETAIL F v d N SH NG MATERIAL INTO RECESSED ABO H GHEST FlN SH SH NG MATERIAL INTO RECESSED CEIUNG ELEVATION. L R. SEE 9/A-3.1 FOR TYPICAL OR. SEE 9/A-3.1 FOR TYPICAL sheet No.: U_ - - I DETAIL. I DETAIL. 'WF6' WALL FURRING - 'WF2' WALL FURRING - IT'S IES WALL TYPES - 'Q' S IES WALL TYPES -A=33 TYPICAL AT TENANT DEMISING WALL IN BASKETBALL TYPICAL EXTERIOR WALL FURRING AT POOL R ED CONCRETE WALLS R ED C.M.U. WALLS • Drawn By: Checked By: WB/KC KC Design No. 0434 BXUV.U434 Fire -resistance Ratings - ANSI/UL 263 Paae Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide information includes specifics concerning alternate materials and alternate methods of construction. Dnly products which bear UL's Mark are considered Certified. :........................................................................................................................................................................................................................................................................................................................... BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General Information for Fire -resistance Retinas - ANSI/UL 263 See General Information for Fire Resistance Ratinas - CAN/ULC-5101 Certified for Canada Design No. 0434 March 19, 2014 Bearing Wall Rating - i HR. Load Restricted for Canadian Applications - See Guide BXUV7 W hen used In Canada k is required that all materials Included within the UL design are also cUL certified. ? f 4 y• . R O i ,:f �4"O.C. MAX. 2 24'"O.C. MAX. • HORIZONTAL SECTION U.L. U434 - RATED METAL STUD, CEMENT PLASTER, AND GYPSUM BOARD WALL Desi n No. U423 9 BXUV.U423 Fire -resistance Ratin s - ANSI UL 263 9 Paae Bottom Des'n stemCn r nA m imr S o st ucta sse b Usa a Discla e �g / Y / / lY g . Authorities Havin Jurisdiction should be consulted in all cases as o the a i ular re irement coverin the in allation t rt c u s st 9 D q 9 and use of UL Certified products, equipment, system, devices, and materials. . Authorities Havin Jurisdiction should be consulted before construction. 9 . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the r r i f' oduct manufacture noted for the des n. Users of ire resistance assemblies are advised to consult the eneral Guide P 9 9 of rm i f r r n f i if' I o wipe o each oduct cats o a d each rou o assemblies. The Guide Information ncludes s ec is concemin P 9 ry 9 P P 9 I n I I t a ter ate materia s and a Lama a methods of construction. . Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BX V7 - Fir Resist n R i - - U e ace at rigs CAN/ULC 5101 Certified for Canada See General Information for Fire -resistance Ratinas - ANSI/UL 263 See General Information for Fire Resistance Ratinas - CAN/ULC-5101 Certified for Canada Design No. 0423 January 27, 2014 Bearing Wall Ratings - 45 min, 1, 1-1/2 or 2 Hr (See Items 5 & 7) Load Restricted for Canadian A lications - See Guide PP iDXUV7 When used in Canada it is required that all materials included within the UL design are also cUL certified. enhancin the structural inte rit of the wall assembl includin the axi I I f II a desi n pact o the studs she be 9 9 Y Y. 9 9 as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code a encies. The max studs acin shall not exceed 24 In. OC. Studs attached to floor and ceilin 9 p 9 9 runners with 1/2 in. long Type S-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the AISI specifications. 2A. Steel uds - As an alternate to Item 2 For use with Item SA an h I f St d SC C aerie she ed abricated from ( ) p min 20 MSG corrosion- rotected or alv steel 3-1 2 in. min width min 1-1 i 2 n. flan es and�i 4 in. return s c d m x of 1 in. . Stu friction -fit int fl r nd ceilin nne . a e a a 6 OC ds o 0o a ru rs P 9 28. tee) t - As n alt rnat t It m 2 nd A F rUse With It 5 Suds a e e o e a 2 o em SB Min 0.0329 in. No. 20 MSG rro ion- tett of forme tee) min -1 2 In. e b 1- in. wi co s ro ed c d d s studs 3 d e 5 6 de with 1 2 in. returns. Braced P P Y / at mid -height and designed in accordance with the current edition of the Specification for the Design of Cold - Formed Steel Structural M mb rs b the Americ n Iron and Steel In itu AI i I e e y a st to ( SI). All des gn deter s enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be ass ecified b the steel stud desi ner and or roducer and shall meet h it f II p y g / p , t o requr ements o a applicable local code a encies. The max studs acin shall not exceed 24 in. OC. Stud a h fl r an il' 9 P 9 s ttac ed to 0o d ce In 9 runners with 1 2 in. Ion T e S-12 steel screws on both sides of the studs or I r I / b cocoa dad o bo ted 9 YP Y i r f' n connect ons des eed in acco dance with the AISI s eci rcabo s. 9 P 2C. Framing Members -Steel Studs- (As an alternate to Item 2, For use with Item SC) Channel shaped, fabricated from min 20 MSG (0.0327 In. thick) corrosion -protected or galv steel, 3-1/2 in. min width, min 1- 1/2 in. flanges and 1/4 in. return, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5 8 to 3 4 in, less than assembl hel ht. Y 9 3. Lateral Su ort Members - Not shown - Where re uired for lateral su ort of studs su ort shall be PP ( ) q PO PP provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. W ru tural Panel Sha hie - ion I F r use with I m 5 onl - h f pod St a a t O t a o to Not S own 4 t wide 7 16 in. g ( P Y) ( ) / thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC P51 or PS2 or APA Standard PRP -108 manufa ured with exterior lue a li h riz II r II ct ed o onto o vertica to the 9 PP Y Y steel studs. Vertical oints centered on studs and sta ered one studs ace f m II r in ro wa boa d o is Attached ) 99 p J to studs with flat -head self -drilling tapping screws with a min, head diam. of 0.292 in. at maximum 6 in. OC. i f in the erimeterand i2 in. OC. in the f eld. When used astener len the for um an I in r a d b s es ce se P I 9 9YP P Y min. 1/2 in. The maximum loadin on the steel studs was evaluated with the steel studs r c d t mi - n g bee a d height and of braced by the plywood sheathing. S. Gypsum Board* - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered when load is reduced to 90 percent of max stud capacity. When load is at 100 percent, horizontal edge joints and horizontal butt joints on opposite sides of studs staggered a min of 12 in. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of n h n in h r i i n I i 12 . W e used whit s oche Char 48 n. sum a els to be r stalled horizontal) .The thickness an d , 9YP p Y number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr, and 2 hr ratings are as follows: Wallboard Protection on Each Side of Wall Rating No. of Layers Ila Thkns of Panel % of Design Wad 45 Min 1 layer, 1/2 in. thick 100 1 hr I layer, 5/8 in. thick 100 1-1/2 hr 2 layers, 1/2 in. thick 100 2 hr 2 layers, 5/8 In. thick 80 2 hr* 2 layers, 5/8 in. thick 100 2 hr 3 layers, 1/2 In. thick 100 2 hr 2 layers, 3/4 in. thick 100 VERTICAL SECTION 1. Floor Ceiling Runners- Channel -shaped, min 3-1/2 in. wide with min 1-1/4 in. legs, fabricated from min No. 20 MSG 0.0329 in. min bare metal thickne s st MSG 0.03 in. thick alvanized steel. ( s) eel or No. 20 ( 3 ) g Attached to floor and ceiling with steel fasteners spaced not greater than 24 in. O.C. 2. Steel Studs- Corrosion protected steel studs, min 3-1/2 in. wide, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galvanized steel or No. 20 MSG (0.033 In. thick) cold formed, primed steel. Studs shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer and shall meet the requirements of all applicable local code agencies. The max stud spacing shall not exceed 24 in. O.C. Studs attached to floor and ceiling runners with 1/2 in. long Type S-12 steel screws on both sides of studs. 3, Lateral Support Members - (Not shown) - Where required for lateral support of studs, support may be provided by means of steel straps, channels, or other similar means as specified in the design of a particular steel stud wall system. 4, Gypsum Board* - Any 5/81n. thick ULClassHied Gypsum Board that is eligible for use in Design Nos. L501, G512orU305. Nom 5/8 in. thick gypsum board applied vertically with joints fastened to studs with 1 in. long Type S-12 steel screws, spaced 12 in. O.C. ACADIA DRYWALL SUPPLIES LTD (View Classification) - CKNX.R25370 AMERICAN GYPSUM CO ( iew Classlflca ion) - CKNX.RI4196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification) - CKNX.R19374 CERTAINTEED GYPSUM CANADA INC (View ClassificatIgn-)• - CKNX,R15187 CERTAINTEED GYPSUM INC (View Classification) - CKNX.R3660 CGCINC (View Classification) - CKNX.R19751 USG MEXICO S A DE C V - 1/2 in. thick Type C, IP -X2, IPC -AR, WRC; 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, ULX, WRX or WRC; 3/4 in. thick Types AR, IP -AR, IP -X3, ULTRACODE *_ SA. G sum Board As an alternate to Item 5 when ed as th ba a la er on one or both sides of well us e s YP ( Y r 'r h n n n It Fo di act attac me t o I of to be used with Item 4 Nom 5 8 in. or z/a In. ma be used as a ema[e to Y, ) / Y 3 3 in. r /a in. h con in I m W I r P f W bl Nom 8 in. r /a in. all 5/8 o s o to 5, a Iboa d rotection on Each Side o all to e. 5/ o k k i i i chic lead bac ed sum weals with beveled s uare orta Bred ed es a lied vert call .Vert cal o its 9YP P q p 9 PP Y J c tere ver 2 MSG steel studs st min i side f studs. See Items 1A en d o 0 and a erect 1 stud cavil ono os to s o 99 V PP , 2A 8 A . Wallboard r t t with 1-1 4 in. I n t I ws d in. C at 8 a secu ed o s uds o T e y-12 s ee scre s ace 8 0 ( ) YP P 9 rim r and 12 in. OC In th fi I . T d wi h L n ri It m r Le d Di r Ta e ate e e d o be use t eed Bette St s see a 12 o a scs o bs P P ( ) (see Item 13). RAY -BAR ENGINEERING CORP - Type RB-LBG 5B. Gypsum Board* - (As an alternate to Items 5 and SA,) - Nom 5/8 in. thick gypsum panels with square ed es a lied horizontal) or vertical) . For thel hour in I I r s sem -when h sum and anels s ewe t to bo I P Y Y Y 9YP P 9 P 9 Y are installed horizontally the joints are to be staggered by a minimum of 12 in. on opposite sides of assembly, they are to be secured on each side of the studs with 1-1/4 in. long Type S-12 bugle head steel screws spaced 8 in. OC to the top and bottom tracks and in the field with screws 1 In. and 4 in. from the horizontal joints. When the gypsum board panels are installed vertically all vertical joints must be centered ov r ud n a e m' o rd ecured to studs with e st s a d st red in 1 stud cavil ono osite sides of studs. G sum b a s 99 Y PP VP 1-1 4 in. Ion T e S-12 steel screws s aced 8 in. OC to the to and bottom tracks and in the field with / 9 YP P P r 1 in an 4 in. from h rl r F r en the m b and sc ewe d t e e mete . o the 2 hour double la er s stem - wh su o P V Y 9VP panels are installed horizontally the joints need not be staggered on opposite sides of assembly. Base layer secured on each side of the stu with - 4 in. I T h I sc ws s a d 16 in. O ds 1 1 on e S 12 bu le eed stee re ce C to 9 YP 9 P th to and bot om track and in h fi I with s re innin 1 in. and in. f m he h riz nal joint . e t to ed c wsbe i B ro t o of s P 9 9 J Face layer horizontal joints staggered 8 in from base layer joints and secured with 1-5/8 In. long Type S-12 bu le head steel screws s aced 16 in. OC to the t a m ra k nd in the fi Id with screws be innin o rid botto t c s a e 9 P P 9 9 1 in. and 8 in. from the horizontal joints. Face la er s off t in. from base la er screws. When the J Y crews se 8 Y gypsum board panels are installed vertically all vertical joints must be centered over studs and staggered min 1 stud cavil ono oslte sides of studs. Face la er sum o r s secure to s with 1-1 4 in. I n bad d tuds o Y PP Y / 9YP 9 Type 5-12 steel screws spaced 16 in. OC with screws 2 In. and 16 in. from the perimeter. Base layer gypsum boards secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 16 in. OC with screws 1-1/2 in and 8 in. from the perimeter. Face layer screws offset 8 in. from base layer screws, UNITED STATES GYPSUM CO - 5/8 in, thick Type USGX (Joint tape and compound, Item 9, optional with T e USGX YP ) *_ SC. G sum Board As an alternate to Item 5 when u h b se la er on one or both sides of wall yp ( sed as t e a y For direct attachment only, not to be used with Item 4). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavil ono osite sides of st ds. Wall o t ds wi h 1.1 4 in. Ion T e -12 or u bard secured to s u t 5 / YP Y Pp 9 ( #6 b 1-1 4 In. Ion bu le head fine driller ste I sc 8 in. at erime r nd 12 in. O In he y / g g ) e rew5 spaced OC p to a C t field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO - Nelco 5D. Gypsum Board* - (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only, not to be used with Item 4) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items SA, 2A 8, 8A(a). Wallboard secured to studs with 1-1/4 in, long Type 5-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC In the field. To be used with Lead Batten Strips (see Item 12A) or Lead Discs (see Item 13A). MAYCO INDUSTRIES INC - Type X -Ray Shielded Gypsum 5E. Gypsum Board* - (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only, not to be used with Item 4). Nom 5/8 in. may be used as alternate to all 5/8. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or3/4 In, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered ruin 1 stud cavity on opposite sides of studs. See Items lA 2A 8 8A(a). CONTINENTAL BUILDING PRODUCTS OPERATING CO, L LC (View Classification) - CKNX.R18482 GEORGIA -PACIFIC GYPSUM LLC (View Classification) - CKNX.R2717 LOADMASTERSYSTEMSINC (ViewClasslficationl - CKNX.R11809 NATIONAL GYPSUM CO (View Classification) - CKNX.R3501 PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM (View Classification) - CKNX.R7094 PANEL KEY 5A (View Classification-CKNX.R21796 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification) - CKNX.R19262 THAI GYPSUM PRODUCTS PCL (View Classification) - CKNX.R27517 UNITED STATES GYPSUM CO (ViewClassification) - CKNX.R1319 USG MEXICO SA DE C V (View Classification) - CKNX.R16089 4A. Wall and Partition Facings and Accessories* - (As an alternate to Item 4) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock ES. 4B. Wall and Partition Facings and Accessories* - (As an alternate to Item 4 and 4A) - Nominal 5/8 In. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock 527. 5. Metal Lath - - Paper backed small diamond mesh, expanded steel, min 3.4 Ib/sq yd, 27 by 96 in. sheets. Attached to studs and floor and telling runners with steel screws (Item 6). May also be attached to I c l s ort m mbers wherever ractical. ate a upp e p 6. Fasteners - For use with metal lath (Item 5) No. 8-18 by 1 In. long Phillips flat head steel screws. The screw head diameter is a min 1/2 in. Spaced 6 in. O.C. 7. Portland Cement Plaster- 7/8 in. thick. Applied in two coats: Scratch coat consisting of 100 Ib cement to 50 Ib lime to 5- 1/2 cu ft of sand; brown coat consisting of 100 Ib cement to 50 Ib lime to 6 cu ft of sand. 8. Battsand Blankets* - (Optional) - Placed in stud cavities. Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance. Max thickness 3-1/2 in. See Batts and Blankets* (BZJZ) Category for names of Classified companies. 8A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 8) - (100% Borate Formulation) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplied with the product. U S GREENFIBER L LC - INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry application only. 88. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 8) and Item 8A - Spray applied cellulose insulation material. The fiber Is applied with water to Interior surfaces In accordance with the application Instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation tem r and studs Item 2 or 2A or furrin channels Item B . Sin le la er s stems: 1 in. Ion for 1 2 (I 10 SA) ( ) 9 ( ) B Y Y 9 / and 5/8 In. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied h r i wh n l i i II r m: Ff er- 1 in. Ion f r 1 2 onzontall 0 12 n. OC en a e s are a I ed vert ca . Two ls e s ste s rst la o P pp Y Y / Y. Y Y 9 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in. and 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in, OC with r ff 'n f m firs I r Thr rs s: F' I e - 1 in. Ion for 1 2 in. thick anels s aced sc ews o set 8 r ro tae . ee-la a stem first a r Y ! P Y Y Y 9 P 24 in. . Second la er- 1-5 8 in. Ion for 1 2 in. thick anels aced 24 in. OC. Third la er- 2-1 4 in. Ion OC s / / P P / 9 Y 9 Y for 1/2 In. thick panels, spaced 12 in. OC. Screws offset min 6 in, from layer below. 7. Batts and Blankets* - (Required as Indicated under item 5) - Nom 2 In. thick mineral wool batts, friction fitted between studs and runners. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified corn anies. p 7A. Batts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. *_ 7 . B is els O tlonal not shown -Placed rn stud cavities lass fiber insulation bearin the e at and Blank ( P ) 19 9 I ifi M rkin rf Bumin h r ri i nd r Fir R i n. UL C ass cation d a5 to Su dCe C a acte st is d o e e5 ata Ce 9 9 ! OWENSCORNING - Type QuietZone Acoustic Batts 8. Furrin Channels - O tlonal on one or both sides not shown for sin le or double la er s stems - , Y g ( P 9 Y ) Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 4 in F n i n a h in in wl h 1 2 in I n T -12 anhead steel 2 . OC. la a orto attached toe c tersect stud t o e S J p P 9 p 9 9 Y screws. Not for use with type FRX-G gypsum panels and Item SA or 5C. *_ A. t I Fr in mb N t hown tion Ion on or th sid s n t sh con for sin le or double 8 See am Me ars o S O a e bo e o 0 g ( ) ( p 9 layersystems) - As an alternate to Item 8, furring channels and Steel Framing Members as described below: F rrin harm - Form d of N . 2 MS adv ste I. 2 1 in. or 2-23 32 in. wide a u C els e o 5 G e 9 6 9 9 7 8 In. d e s aced max. 24 in. OC a endicul r o to s. Channels secured to b e a t s d Y / P, P P rP studs as described In Item b. G sum board attached to furrin channels as described YP 9 In Item 6. Not for use with type FRX-G gypsum panels and Item SA or 5C. b. Steel Framing Members* - Used to attach furring channels (Item 8a) to studs (Item 2). Clips spaced max. 48 in. OC., and secured to studs with No. 8 x 1-1/2 In. minimum self -drilling, S-12 steel screwthrough the centergrommet. Furring channels are friction fi ted into cli s. RSIC-1 cli for use with 2-9 16 in. wide furrin channels. RSIC-1 2.75 t p p / 9 ( ) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL INC -Types RSIC-1, RSIC-1 (2.75). *_ 8B. Steel Framin Members O tlonal -Not Shown -Used as an alternate method to attach resilient g P channels (Item 8). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the stud with min. 1 in. long Type S-12 panhead steel screws through the center hole of the clip and the resilient channel flange, 8C. Steel Framing Members - (Not Shown)* - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to Item 8, furring channels and Steel Framing Members as described below: a. Furrin Channe - Formed of No. 25 MSG alv steel. 2-3 8 in. wide b 7 8 in. dee ls / / I 9 9 Y P spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with type FRX-G gypsum panels and item SA or 5C. b. Steel Framing Members* - Used to attach furring channels to studs (Item 2). Clips spaced max. 48 fn. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self - drilling, S-12 steel screwthrough the center grommet. Furring channels are friction fitted into clips. PLITEQ INC - Type GENIECLIP 9. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints h f I P 2' f' f II GENERAL U.L. NOTES 1. U.L. WALL ASSEMBLIES PROVIDED IN THE U.L DETAIL SHEETS ARE FOR THE REFERENCED U.L. ASSEMBLIES NOTED IN THE DRAWINGS. ANY PROPOSED SUBSTITUTIONS, CHANGES, OR REVISIONS REQUESTED BY THE CONTRACTOR MUST BE SUBMITTED TO THE ARCHITECT AND THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. 2. U.L THROUGH -PENETRATION AND HEAD -OF -WALL FIRE STOP SYSTEMS PROVIDED IN THE U.L DETAIL SHEETS INDICATE TYPICAL CONDITIONS THE CONTRACTOR WILL ENCOUNTER DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING U.L LISTED DETAILS FOR ALL FIRESTOPPING CONDITIONS FOR THE IN-PLACE CONSTRUCTION IN THE FIELD. THE CONTRACTOR SHALL SUBMIT ALL DETAILS TO THE ARCHITECT AND THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. 8C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 8) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP - Celbar-RL 9. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Perforated paper tape 2 in. wide embedded in fist layer of compound over all joints of gypsum wallboard. *Bearing the UL Classification Mark Last Uodated on 2014-03-19 Ouestions7 Print this pane Terms of Use Paae Too c(D 2014 UL LLC When the UL Leaf Mark is on the product, or when bie word "Environment" is included In the UL Mark, please search the 5th Environment database for additional Information regarding this product's certification. f I i n t 'n itself assure that roducts so identified have been The appearance o a company's name or product n th s database does o i p manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. i f files must be resented in their The Guide Information, Assemblies, Constructions, Des gns, Systems, and/orCertlficat ons ( ) p entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice In the following format: " i 2014 UL LLC". 12. Lead Batton 5tr1 s Not Shown For Use With Item SA Lead batte n stri s min 1-1 2 in. wide max P ( ) p 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the r h i T r ws one at the to of the stn and exteno face of t e stud with two i n. Ion a 5-12 an head steel sc e 9 YP P P P r' v f meetin the Federal s cifica ion one at the bottom of the strip. Lead batten st cps to ha e a purity o 99 9% g pe t hl I in f I d backed sum wallboard QQ L -201f, Grade "C". Lead batten steps required be rid vertica jo iso ea gyp I i hind vertical ints. Item SA and o tonal at remainin stud local ons. Re uired be r ( ) P 9 q to 12A. Lead Batten Strips - (Not Shown, for use with Item 5D) Lead batten strips, 2 in. wide, max 10 ft long 4 f n ttached to the stud with two min. 1 with a max thickness of 0.1 0 rn. Strl s laced on the ace of studs a d a p P I h f h stri nd one at the bottom of the stn in. prig min. Type S-8 pan head steel screws, one at t e top o t e p a p 0 of the stri . Lead batten stri s to or with one min. 1 in. long min. Type S-8 pan head steel screw at the t p p p r D". L d b en tri h ve urit f 99.5*/ me tin the Federal s ecification-L-201f Grades "B C o ea aft s s a a o o e P P Y 9 P QQ required behind vertical joints of lead backed gypsum wallboard (Item 6) and optional at remaining stud locations. 13. Lead Discs or Tabs - (Not Shown, For Use With Item SA) - Used in lieu of or in addition to the lead 1 4 ' i max 0.125 in. thick lead discs batten stri s Item 12 oro tlonal at other ovations -Max 3 rn dam b P ( ) P / Y I r 4 in. b max 0.125 in. thick lead compression fitted or adhered over stee screw heads o max 1/2 in by 1 1/ y I m A n m h rew to i n rior to the installation of the screws. tabs aced on sum boards Ile 5 u de eat sc tato s P YP ( ) P 9 0 / r ific tin -L -201f Grade 'C". Lead discs or tabs to have a urit of 99.9 o meetin the Fede al s ec a o P Y 9 P QQ , 13A. Lead Discs - (Not Shown, for use with Item 5D) Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Feder I ecification-L-201f Grades "B C or D". a S P Q � I Q ri s 2 in. wide max 10 ft Ion 14. Lead Batten Strips (Not Shown, For Use With Item SC) Lead batten st p g with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. Ion min. T e 5-8 an head steel screw at the to of t he stri . Lead batten stri s to 9 YP P P P P 0 - f ". Lead batten stri s re uired have a purity of 99.9 /o meeting the Federal specification QQ-L 201 ,Grade "C p q behind vertical joints of lead backed gypsum wallboard (item 5C) and optional at remaining stud locations. h a max thicknes of 0.142 In. 15. Lead Tabs Not Shown For Use With Item SC 2 in. wide 5 in. Ion cont s ( ) 9 T frl i n -fl r n f n F f th tud fol ed back flan a and the back face of the stud. Tabs abs cto t o ou d ra t ace o stud, e s d g Item 5C will enetrate the steel re uired at each location where a screw that secures the sum boards P q ( 9YP stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. *Bearing the UL Classification Mark Last Updated on 2014-01-27 Ouestfons7 Print this oaae Terms of Use Paae Top 2014 UL LLC r i " i L Mark lease search the When the UL Leaf Mark is on the roduct or when the coo d Env ronment s included in the U , P 51_4 P Environment database for additional information regarding this product's certification, The appearance of a company's name or product in this database does not In Itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certlfication Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their f r n s . 2. The statement "Re rinted from entiret and in a non-misleadin manner without an mail ulation o the data or d awl Y Y p ( 9) p 9 the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "CU 2014 UL LLC". 1. Fborand Ceiling Runners- Not shown -Channel she ed, fabricated from min 0.0329 in., bare metal ( ) P thickness (No. 20 MSG) corrosion -protected steel, that provide a sound structural connection between steel @Rating applicable when Batts and Blankets (Item 7) are used. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and and screw eads o outer avers. aper tape, nom rn. vide, embedded in rrst layer o compound over a joints of outer layers. Paper tape and joint compound may be omitted when gypsum boards are supplied with studs and adjacent assemblies such as floors, ceilings and/or other walls. Attached to floor and telling CGCINC - 1/2 in. thick Type IP -X2, IPC -AR, C, WRC, or; 5/8 in. thick Type SCX, SHX, WRX, IP -X3, AR, C, optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness square edges. assemblies with steel fasteners spaced not greater than 24 In. OC. IP -AR, IP -X2, IPC -AR, ULX, or WRC; 3/4 in. thick Types AR, IP -AR, IP -X3, ULTRACODE of 0,14 in, placed on the face of studs and attached to the stud with construction adhesive and two 1 In. long 10. Siding, Brick or Stucco - (Optional, not shown) - Aluminum, vinyl or steel siding, brick veneer or stucco, lA. Floor and Ceiling Runners - (Not shown, As an alternate to Item 1, For Use With Item SA and SC) - Last Updated on 2014-02 06 Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in, diam by max 0,085 in. thick, Compression fitted or adhered over the screw heads. Lead meeting the requirements of local code agencies. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. Channel shaped runners min 3-1/2 in. deep with 1-1/4 in. flanges fabricated from min No. 20 MSG corrosion- Ouestions7 Print this oaae Terms of Use Paae Too batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". protected steel. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. UNITED STATES GYPSUM CO - 1/2 in. thick Type C, IP -X2, IPC -AR, or WRC; 5/8 in, thick Type AR, C, FRX-G, BXUV - Fire Resistance Ratings - ANSI/UL 263 11. Caulking and Sealants* - (Optional, not shown) - A bead of acoustical sealant applied around the OC. IP -AR, IP-Xl, IP -X2, IPC -AR, SCX, SGX, SHX, ULX, WRX, or WRC; 3/4 in. thick Types AR, IP -AR or IP -X3, RADIATION PROTECTION PRODUCTS INC - Type RPP - Lead Lined Drywall partition perimeter for sound control. 2. Steel Studs- Min 0.0329 in., bare metal thickness (No. 20 MSG) corrosion -protected steel studs, min 3- ULTRACODE c rg UNITEb STATES GYPSUM CO -Type AS 1/2 in. wide, cold formed, designed in accordance with the current edition of the Specification For the Design covered under UL's Follow -Up Service. Always look for the Mark on the product. See General Information for Fire Resistance Ratinas CANIULC-S101 Certified for Canada UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. of Cold -Formed Steel Structural Members by the American Iron and Steel Institute (AISI). All design details The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from 6. Fasteners - (Not shown) - For use with Item 5 - Type S-12 steel screws used to attach panels to runners the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the U.L. U423 - RATED METAL STUD AND GYPSUM BOARD WALL reprinted material must include a copyright notice In the following format: "Cq 2014 UL LLC". Bearing Wall Rating - 2 HR. Design No. U499 BXUV.U499 Fire -resistance Ratings - ANSI/UL 263 Paae Bottom Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design, Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered Certified. Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire -resistance Ratinas - ANSI/UL 263 Design No. U499 April 09, 2013 Nonbearing Wall Rating - 1 Hr. k• ................. �N.,...,..................... •:f '. ► . _ ` i . F€1';iSHF-1) SWE d" OPUZ.ONTAL SEC;'110N, ICEI ING floor to ceiling height 2B. Steel Studs - (Not Shown) - "C -T" - shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from min 25 MSG galv steel, spaced 24 in. OC. Vertically restrained walls require studs to be cut 1/2 in. less than floor to ceiling height. 2C. Furring Channels - (Optional, not shown) - Resilient furring channels fabricated from min. 25 MSG corrosion protected steel, installed horizontally, and spaced vertically a max. 24 in. OC. Flange portion of channel attached to each intersecting stud on side of stud opposite the 1 in. liner panels with 1/2 in. long Type S or S-12 pan -head steel screws. When furring channels are used, wallboard to be installed vertically onl . Y 3. Gypsum Board* - 1 in. thick gypsum wallboard liner panels, supplied in nominal 24 in, widths. Vertical edges inserted in "I" studs. Free edge of end panels attached to long leg of "J" runners with 1-5/8 in. long Type S self -drilling, self -tapping bugle head steel screws spaced not greater than 24 in. OC. NATIONAL GYPSUM CO -Types FSW, FSW-B, FSW-7. 4. Gypsum Board* - 5/8 in. thick, 4 ft wide, applied horizontally or vertically and attached to studs with 1 in. long Type S steel screws spaced 12 in. OC along the edges and in the field of the boards. When Furring Channels (Item 2C) are used, gypsum board attached vertically to furring channels with 1 in. long Type S steel screws spaced 12 in, OC. NATIONALGYPSUMCO - Types FSK -C, FSL, FSW, FSW-5, FSW-C, FSW-6. 4A. Gypsum Board* - 5/8 In. thick, 4 ft wide, applied vertically and attached to studs with 1 in. long Type S steel screws spaced 12 in. OC along the edges and in the field of the boards. When Furring Channels (Item 2C) are used, gypsum board attached vertically to furring channels with 1 In. long Type S steel screws spaced 12 in. OC. NA17ONALGYPSUMCO - Types FSW-3, FSMR-C. 4B. Gypsum Board* - (As an alternate to Items 4 through 4A) - Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically and fastened to the studs with 1 in. long Type S steel screws spaced 8 In. OC. NATIONAL GYPSUM CO - SoundBreak XP Type X Gypsum Board 5. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt bearing the UL Classification Marking as to Fire Resistance. See Batt and Blankets (BZJZ) Category For Names Of Classified Companies. SA. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - (100% Borate Formulation) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application Instructions supplied with the product. U S GREENFIBER LLC - INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry application only. 5B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) and Item SA - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application Instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOLCO INC - Cellulose Insulation I ; " 'Vf1 I, ;•''"' � 5C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - Spray applied cellulose fiber. The i ( 1 fiber is applied with voter to completely fill the enclosed cavity In accordance with the application Instructions %. �T�j supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. L �j INTERNATIONAL CELLULOSE CORP - Celbar-RL 1. Channel Track - "I" -shaped channel, 2-1/2 in. deep with unequal legs of 1 in. and 2 in., fabricated from No. 25 MSG galv steel. Channels attached to structural supports with steel fasteners located not greater than *Bearing the UL Classification Mark 2 in. from ends and not greater than 24 in, OC. 2. Steel Studs-• "I" shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from min 2S MSG galv Last Undated on 2013-04-09 steel s aced 24 In. OC. Vertical) restrained walls re uire uds to be cut 1 2 in I ss th n f oro ceilin........................................................................................................................................................................................................... ......... .................. I p Y q st / e a to t g height. Ouestions7 Print this pane Terms of Use Paae Top 2A. Steel Studs -(Not Shown) "C -H'" -shaped studs, min 2-1/2 In. deep by i-1/2 in. wide, fabricatedfrom min 25 MSG gaiv steel, spaced 24 in. OC. Vertically restrained walls require studs to be cut 1/2 in. less than U.L. U499 - RATED METAL STUD AND GYPSUM BOARD SHAFT WALL ©2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or Product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under'UL's Follow -Up Service, Always look for the Mark on the product. L rmi h u i n f h m ri i' I U e is t e re rod ct o o t e ate al contained in the Online Cert he tion Directo sub ct to the fo covin conditions: 1. P P d ry je g The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format; "@ 2014 UL LLC". Design No. 0906 BXUV.U906 Fir -r . n R in - ANI L 2 e eslista ce at gs S /U 63 design method. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3- 1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used. Attached to concrete blocks (item 1). 4. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). - ATLASROOFINGCORP "EnergyShield Pro Wall Insulation" and "Energy5hield Pro 2 Wall Insulation." Design/System/Construction/Assembly Usage Disclaimer U.L. DETAILS W to \0 THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the Installation and use of UL Certified products, equipment, system, devices, and materials. Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Pius Liner Panel and Thermax Heavy Duty Plus (HDP) . Authorities Having Jurisdiction should be consulted before construction. B1• . Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for Checked By: compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. *Bearing the UL Classification Mark . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Last Updated on 2014-02 06 Information for each product category and each group of assemblies. The Guide Information includes specifics concerning "' alternate materials and alternate methods of construction. Ouestions7 Print this oaae Terms of Use Paae Too . Only products which bear UL's Mark are considered Certified. ... ..... ......... ......... .......... _ ........ ........................... cQ' 2014 UL LLC BXUV - Fire Resistance Ratings - ANSI/UL 263 When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the j,�j, Environment database for additional information regarding this product's certification. BXUV7 -Fire Resistance Ratings -CAN/ULC-S101 Certified for Canada Q) The appearance of a company's name or product in this database does not in itself assure that products so identified have been c rg manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and See General Information for Fire -resistance Ratinas -ANSI/UL263 covered under UL's Follow -Up Service. Always look for the Mark on the product. See General Information for Fire Resistance Ratinas CANIULC-S101 Certified for Canada UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. Design No. 0906 The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from s LU the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the February 06, 2014 reprinted material must include a copyright notice In the following format: "Cq 2014 UL LLC". Bearing Wall Rating - 2 HR. Nonbearing Wall Rating - 2 HR. Wad Restricted for Canadian Applications - See Guide 8XUV7 W hen used In Canada it is required that all materials Inck.ded within the UL design are also cull. certified. K ,4� .. *. - 0 1 L... o: �+.1-Rs {n II. z t 2 Horizontal Section . 1. Concrete Blocks* - Nominal 6 by 8 by 16 in, hollow or solid. Various designs, Classification (2 hr). 8 See Concrete Blocks category for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC GAGNE I! SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS « " Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design method. OLDCASTL.E APG SOUTH INC, DSA ADAMS PRODUCTS d WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of m'ax allowable compressive stress in accordance with the empirical U.L. U906 - RATED C.M.U. WALL 0 J O O W Z �coHWD-VO OC mP=w0Zp2 ~=a0ZC.�9 �F-��2Q W F- ���a�_�Iw-L} 2 W Cr a�= W~ O N�ULU� d W - Z �' V O O= W W W H W 03:CDU>>XMOi=- N O8�LL§N W M M �w � zoo o �o a� o � oQ Q � �W� � z� �W¢ w w d a �_,! I D F . -Lip �` ° � ° 0 s. SCHRO �.v J� OF � .p e 0 -- 'Or -- e • AR0016346 . V C1- . A / i�' r - O _� U.L. DETAILS W to \0 Issue Date: 170264 z ai O Civ B1• Drawn By: Checked By: = M M KC .m 0 N C > •F,� (n Z Q 0 0 u . +, X � O Q) c rg „� .- s LU s w U o0 L K M 0 L... o: Q) z 8 O « " L 0 d V / ~ M LQL w � O O U 0 0 c'4 a � Com) O r¢ 0 J O O W Z �coHWD-VO OC mP=w0Zp2 ~=a0ZC.�9 �F-��2Q W F- ���a�_�Iw-L} 2 W Cr a�= W~ O N�ULU� d W - Z �' V O O= W W W H W 03:CDU>>XMOi=- N O8�LL§N W M M �w � zoo o �o a� o � oQ Q � �W� � z� �W¢ w w d a �_,! I D F . -Lip �` ° � ° 0 s. SCHRO �.v J� OF � .p e 0 -- 'Or -- e • AR0016346 . V C1- . A / i�' r - O _� U.L. DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: B1• Drawn By: Checked By: WB/KC KC .m 0 O 8 0 d LQL a Z T_ 0 Sheet Name: U.L. DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: B1• Drawn By: Checked By: WB/KC KC Design No. U465 BXUV.U465 Fire -resistance Ratings - ANSI/UL 263 Paae Bottom .."....................................................................................-...................................................................................................-................................................................................................................................. Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide information Includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered Certified. ......................................................................................................................................................I..........-.........................................................................",................................................................................. Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire -resistance Ratings - ANSI/UL 263 Design No. U465 March 19, 2014 Nonbearing Wall Ratiinng - 1 HR. i5/ t:) S. ✓ & 0) l� iA 1. Floor and Ceiling Runners - (Not shown) - Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. IA. Framing Members*- Fbor and Calling Runners - (Not shown) - As an alternate to Item 1 - Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL&GYPSUMPRODUCTSINC-Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System SCAFCO STEELSTUD MANUFACTURING CO - Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System THAI GYPSUM PRODUCTS PCL - Type X, Type C. UNITED STATES GYPSUM CO - T ype AR, C, FRX-G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX, , USGX (Joint tape and compound, Item 5, optional for use with Type USGX)• USG MEXICO SA DE C V - Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4B. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, Installed as described in Item 4A with screw len th increase to 1-1 4 in. 9 d CGC INC - Types AR, IP -AR. UNITED STATES GYPSUM CO - Types AR, IP -AR. USG MEXICO S A DE C V - Types AR, IP -AR. 4C. Gypsum Board* - As an alternate to items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws s aced a max 8 in. OC with last 2 scre 3 4 in. and 4 in. from ch ed of rd. H rizontal oints ws ea a boa o P / 9 j need no be backed b steel framin , Horizont I ed a int nd h riz n I in n osite ide of t y g a g )o s a o o to butt )o iso opp s s studs on interior volls need not be staggered or backed by steel framing. GEORGIA -PACIFIC GYPSUM L LC - GreenGlass Type X. 4D. Gypsum Board* - As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 8 in. OC alon vertical ed es and 12 in. OC in he field when anels area lied verticall or 9 9 t P PP Y, 1-1 2 In. from board ed es 3 In. from board ed a and eve 8 In. OC in the field wh n li h n all , / g g ry e app ed orizo t y Screws spaced a max 12 in along the top and bottom edges of the wall. NATIONAL GYPSUM CO -Types FSK, FSK -C, FSK -G, FSL, FSW-C, FSW-G, FSW, FSW-5, FSW-6, FSMR-C. 4E. Gypsum Board* - (As an alternate to Items 4 through 4D) - Installed as described in Item 4. 5/8 fn. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 1 in. long, Type S steel screws spaced, 8 in. OC. Not to be used with item 6. NATIONAL GYPSUM CO - SoundBreak XP Type X Gypsum Board 4F. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as th. base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum anels with beveled s uare or to ered ed es a lied verticall . Vertical oint centered ver studs and p q P 9 PP Y j s o staggered min 1 stud cavity on oplposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY -BAR ENGINEERING CORP - Type RB-LBG 4G. Gypsum Board* - (As an alternate to Items 4 through 4F) - For use with Items 1D and 2D only, 5/8 in, thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC6A, LGFC-C/A NATIONAL GYPSUM CO - Types FSW UNITED STATES GYPSUM CO - Type SCX UNITED METAL PRODUCTS INC - Type SUPREME Framing System 1B. Framing Members* - Fbor and Ceiling Runners - Not shown - In lieu of Item 1 - For use with Item 2B, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 In. thick gaiv steel, attached to floor and telling with fasteners spaced 24 In. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper20'" Track CRACO MFG INC - SmarterTrack20'", SmartTrack2O- MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper20'" Track PHILLIPS MFG CO L L C - Viper20TM Track 1C. Floor and Ceiling Runners- (Not shown) -For use with Item 2C- Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in, long legs, attached to floor and ceiling with fasteners spaced max 24 In. OC. I- SD. Framin Members Floor and Callln Runners -Not shown - In lieu of items 1 throw h 1C -For use with Item 2D and 4G only, proprietary chagnnel shaped runners, 1-1/4 in, deep by min 3-5/8 in. wide fabricated from min 0.018 in, thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CLARKDIETRICH BUILDING SYSTEMS - CD ProTRAK DMFCW BS L L C - ProTRAK MBA BUILDING SUPPLIES INC - ProTRAK RAM SALES LLC -Ram PrDTRAK SOUTHEASTERN STUD & COMPONENTS INC - ProTRAK STEEL STRUCTURAL SYSTEMS L L C - Tri -S ProTRAK 1E. Framing Members*- Floor and Ceiling Runners - Not shown - In lieu of Items 1 through 1D - For use with Item 2E and 41 only, proprietary channel shaped runners, 1-1/4 in. deep by min 3.5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max, TELLING INDUSTRIES L L C - TRUE -TRACK'" IF. Framing Members*- Floor and Ceiling Runners - Not shown - In lieu of Items I through 1E - For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. KIRII (HONG KONG) LTD - Type KIRII 1G. Framing Members*- Floor and Calling Runners - Not shown - In lieu of Items 1 through 1F - For use with Item 2 channel she ed runners 1-1 4 In. dee b min 3-5 8 in. wide attached to floor an ceilin wi h P / P Y / d g t fasteners spaced 24 in. OC max. STUDCO BUILDING SYSTEMS - CROCSTUD Track 1H. Fbor and Calling Runners- (Not shown) - Channel shaped, fabricated from min 0.02 in, gaiv steel, min width to accommodate stud size, with min 1 In. long legs, for use with studs specified below and fabricated from min 0.02 in. gaiv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock ES. s - 4I. sum B acct As an alterna e o I ems 4 throw h 4F -For use with t Gyp o ( t t t g ) I ems lE and 2E only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 fn. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. UNITED STATES GYPSUM CO - Type SCX *- 4J. G sum Board Not Shown - As an alternate to Item 4 when used as the base la er non r both yp ( ) ( y o eo sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum 1 r i II i I anels with bete ed s ware or to a ed ed es a lied vert ca Vert cal o rite centered over studs and P q p 9 PP Y j sta ered min 1 stud cavit ono osite sides of studs. G sum board secured to s d h - 4 . I gg y pp yp to s wit 1 1/ in ong Type S-12 steel screws spaced 8 in. OC at perimeter and 12 In. OC In the field. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item l0A). MAYCO INDUSTRIES INC - Type X -Ray Shielded Gypsum 4K. Gypsum Board* - (As an alternate to Item 4 and 4A, not for use with Items SD, 1E, 2D and 2E) - Nom. 5/8 in, thick gypsum panels with beveled, square or tapered edges installed as described in Item 4 and 4A. CGC INC - Type ULX UNITED STATES GYPSUM CO - 7 e ULX YP USG MEXICO S A DE C V - Type ULX 4L. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both i s of wall. F r direct ttachment onl t to l t d It m 2C , Nom 5 in h' k m s de o a o s esus e 8 . t rc lead backed su Y ) / 9YP panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 In, wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two i In. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to 0 have a writ of 99.9 /o meetrn the Federal s ecificatron-L-201f Grade C . p Y 9 P QQ . RADIATION PROTECTION PRODUCTS INC - Type RPP - Lead Lined Drywall 4M. Gypsum Board* - (For use with Item 8) - 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board Item 8 with vertical oints located an where over stud cavities. Secure mine I n fi r ( ) ) y d to t a d be boards Wth 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 8). Secured to outermost studs and floor and ceiling runners with 2 in. Ion T e S screws s aced 8 in. OC. G sum Board oints covered with a er to a and olnt 9 YP P YP 1 p P p j n r h y r ith ' n tom ou d. Sc ew eads co a ed Yw oint tom ou d, p ] P AMERICAN GYPSUM CO - Type AG -C CERTAINTEED GYPSUM CANADA INC - Type C CERTAINTEED GYPSUM INC - Type FRPC, Type C CGC INC - Types C, IP -X2, IPC -AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC-C/A GEORGIA -PACIFIC GYPSUM L L C - Types 5, DAPC, TG -C MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper20'" Track VT100. 1I. Framing Members* - Fbor and Ceiling Runners - Not shown - In lieu of Item 1 - For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES LLC - Viper20'" Track 2. Steel Studs- Channel shaped, 3-5/8 In. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height. 2A. Framing Members* -Steel Studs- As an alternate to Item 2 - Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC - Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System QUAILRUN BUILDING MATERIALS INC - Type SUPREME Framing System SCAFCO STEELSTUD MANUFACTURING CO - T e SUPREME Framin S stem YP 9 Y STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System UNITED META i'_ PRODUCTS INC - Type SUPREME Framing System 2B. Framing Members* - Steel Studs - Not shown - In Ifeu of Item 2 - For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 In. wide by min 3-5/8 in. deep fabricated from min 0.020 In. thick gaiv steel, Studs cut 3/4 In. less In length than assembly height. CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper20'" CRACO MFG INC - SmarterStud2oT , Sm artStud20'" MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper20T" PHILLIPS MFG CO L L C - Viper20'" 2C. Steel Studs- (As an alternate to Item 2, For use with Item 4E) Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in, min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. s - 2D, Fram n Members 5tee15tuds - As an alternate o Items 2 th u h 2C- For use with Item 1D and 4G (g t ro g only, channel shaped studs, min 3-5/8 in, wide fabricated from min 0.018 in, thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in, less than assembly height. CLARKDIETRICH BUILDING SYSTEMS - CD Pro STUD DMFCWBS L LC - ProSTUD MBA BUILDING SUPPLIES INC - ProSTUD RAMSALESLLC-Ram Pro STUD SOUTHEASTERN STUD & COMPONENTS INC - ProSTUD NATIONAL GYPSUM CO - Types FSK -C, FSW-C PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type PG -C. PANEL REY S A - Type PRC THAI GYPSUM PRODUCTS PCL - Type C UNITED STATES GYPSUM CO - T es C IP -X2 IPC -AR YP , USG MEXICO S A OE C V - Types C, IP -X2, TPC -AR 4N. Wall and Partition Facings and Accessories* - (As an alternate to Item 4) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described In Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock 527. 40. Gypsum Board* - As an alternate to Items 4, 4A, 48, and 4C - Two layers Nom. 5/16 In. thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Horizontal joints on the same side need not be staggered. When applied horizontally, both layers of gypsum board fastened to each side of framing with 1 in. I n T e S steel screws s ac in. an st r 4 In n l . Wh n a lied verticall o ed 8 OC d a e ed . OC betwee a ars e 9 YP P 99 Y Pp V, both layers of gypsum board fastened to each side of framing with 1 In. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws spaced a max 12 in. along the top and bottom edges of the wall. NA71ONALGYPSUMCO - Type FSW, 5. Joint Ta a and Com and - Vin I d or remixed oint corn ound lie In two coats to oints and d d P Po Y. ry p j P Pp j screw heads; paper tape, 2 In. wide, embedded In first layer of compound over all joints. As an alternate, nominal 3 32 in, thick sum veneer laster ma be a Ile to he ntI surfs a of I sifie vena r 9YP P Y pp d t e re c Cas d e baseboard, Joints reinforced, Paper tape and joint compound may be omitted When gypsum boards are supplied with square edges. 6. Resilient Channel- O tional-Not Shown - 25 MSG Iv ste I resilient channels s aced verticall max 24 ( p ) ga e p y in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 pan head steel screws. May not be used with Item 4F or 4J, 6A. Steel Framing Members (Not Shown)* - As an alternate to Item 6, furring Channels and resilient sound isolation clip as described below: a. Furring Channels- Formed of No. 25 MSG galv steel. 2-9/16 In. or 2-23/32 In. wide by 7/8 In. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. As an I a ternate ends of ad'oinin channels ma be ovaria ed 6 In. and secured to ether t J 9 Y PP 9 with two self -tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Framing Members* - Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. water or hex head Type S steel screwthrough the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 In. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in, wide furring channels. PAC INTERNATIONAL INC -Types RSIC-1, RSIC-1 (2.75). 6B, Framing Members* - Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted Into clips, and then clips are secured to the stud with min. 1 in, long Type S-12 pan head steel screws through the center hole of the clip and the resilient channel flange. 6C. Framing Members* - (Not Shown) - (Optional on one or both sides) - As an alternate to Item 6, furring channel and Steel Framing Members as described below: a. Furring Channels- Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described STEEL STRUCTURAL SYSTEMS L L C - Tri -S ProSTUD 2E. Framing Members* -Steel Studs- As an alternate to Items 2 through 2D- For use with Item 1E and 4I only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 In. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 In. less than assembly height. TELLING INDUSTRIES LLC - TRUE -STUD'" 2F. Framin Members* -Steel Studs- As an alternate to Items 2 throw h 2E- For use with Item 1F, channel 9 g shaped studs, min 3-5/8 in. wide fabricated from min 25 MSG steel, spaced a max of 24 In. OC. Studs to be cut 1/2 In. less than assembly height. KIRII (HONG KONG) LTD - Type KIRII 2G. Framing Members* - Steel Studs - Not shown - In lieu of Item 2 through 2F - For use with Item 1G. Proprietary channel shaped studs, minimum 3-5/8 In. wide, Studs to be cut 1/2 in. less than the assembly height. STUDCO BUILDING SYSTEMS - CROCSTUD *. 2H. Fr min tubers Steel Studs -Not shown - In Ifeu of Item 2 -For use with Item 1I ro rleta a g Me , P P rY channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 In. thick galv steel. Studs cut 3/4 in, less in length than assembly height. TELLING INDUSTRIES L L C - Viper20'" 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber baits partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - (100% Borate Formulation) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, In accordance with the application Instructions supplied with the product. U S GREENFIBER LLC - INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry application only. 3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application Instructions supplied with the product, Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation 3C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose fiber, The fiber is applied with water to completely fill the enclosed cavity in accordance with the application Instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP - Celbar-RL 3D. Battsand Blankets* - For use with Item 8. Nom 3 In. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling runners. See Battsand Blankets (BZJZ) category for names of manufacturers. 4. Gypsum Board* - 5/8 in, thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in, d s f rd d t fi d o rd long, Type S steel screws spaced 8 in. OC. along a ge o boa an 12 in. OC in he el f the boa , Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A or 6C (fuMng channels), gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. ACADIA DRYWALLSUPPLIES LTD - Type X AMERICAN GYPSUM CO - Types AG -C, AGX-1, M -Glass b. Steel Framing Members* - Used to attach furring channels (Item 6Ca) to studs (Item 2). Clips spaced max. 48 in. OC, GENIECLIPS secured to studs with No. 8 x 1-1/2 In. minimum self -drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITE INC - T e Genie Cli Q YP P 6D. Steel Framing Members - (Optional, Not Shown)* - Furring channels and resilient sound isolation clip as described below: a. Furring Channels- Formed of No. 25 MSG gaiv steel. Spaced 24 In. OC e endicular to studs, Channels secured to studs as described in item b. Ends of p rP adjoining channels overlapped 6 in. and secured together with four self -tapping No. If rillin r 2 r i 1 in, n 4 in. fr m y rl m rd 8x1/2 Se D g sc ewe ( pe s de a d o o e ap edge). Gypsu boa attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 In. OC, approximately 1/2 in. from joint edge. b. Steel Framing Members* - Resilient sound isolation clip used to attach furring channels (Item 6Da) to studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screwthrough the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237R * - 7. W 11 n P rtR n F in sand Aecessorkes O tional Not shown -Nominal 1 Z in. thick 4 ft wide a a d a io ac g ( p ) panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel Is Installed between the steel framin an th L Classified sum board the re uired UL Classified sum board la er s is are to be g d e U 9YP q 9YP Y () / installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 In. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock QR -510. 8, Mineral and Fiber Board* - (Optional, Not shown) - For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to studs and fl r il' wi h- in. I n T e s 1 in n in I n II 0o- and ce trig runners t 1 5/8 o g yp S tee screws, spaced 12 . OC a d 24 . OC a o g a intermediate framing. The required UL Classified gypsum board layer (Item 4M) is to be installed over the Mineral and Fiber Boards. Batts and Blankets, Item 3D, and Adhesive, Item 11, are required. HOMASOTE CO - Homasote Type 440-32 9. Lead Batten Strips - (Not Shown, For Use With Item 4E) - Lead batten strips, min 1-1/2 In. wide, max 10 ft long with a max thickness of 0.125 In. Strips placed on the Interior face of studs and attached from the exterior face of the stud with two 1 in. Ion T e S-12 an head steel screws one at the to of the stri and 9 YP P � P P one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade '•C". Lead batten strips required behind vertical joints of lead backed gypsum board (Item 4E) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips- (Not Shown., for use with Item 4J) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0,140 in. Strips placed on the face of studs and attached to the stud with two min. 1 In. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 In. long min. Type 5-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4J) and optional at remaining stud locations. 10. Lead Discs or Tabs - (Not Shown, For Use With Item 4E) - Used In Ifeu of or in addition to the lead batten strips (Item 8) or optional at other locations - Max 3/4 In. dfam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4E) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 10A. Lead Discs- (Not Shown, for use with Item 4J) Max 5/16 In. diam by max 0.140 In. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 11. Adhesive - Not Shown - (For use with Item 8) - Construction grade adhesive applied in vertical, serpentine, nominal 3/8 In. wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 8). *Bearing the UL Classification Mark 4H. Gypsum Board* - (As an alternate to Items 4 through 4G) - Nominal 5/8 in. thick, 4 ft wtide panels, in Item b. Gypsum board attached to furring channels as described in Item 4. applied vertically and secured as described in Item 4. Last Undated on 2014.03-19 U -L. U465 - RATED METAL STUD AND GYPSUM BOARD WALL BERING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1. CGC INC - Types AR, C, IP -AR, IP -X1, IP -X2, TPC -AR, SCX, SHX, WRC or WRX. CERTAINTEED GYPSUM CANADA INC - Type C, Type X, Type Abuse -Resistant, 5/8" Easi-Lite Type X. CERTAINTEED GYPSUM INC - Types 1, EGRG, GlasRoc, Type X, Type C, SilentFX, 5/8" Easi-Lite Type X. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L LC - Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX. GEORGIA -PACIFIC GYPSUM L LC - Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, , Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C, GreenGlass Type X, Type X ComfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathin - T e DGL2W. 9 YP NATIONAL GYPSUM CO -Types FSK, FSK -C, FSK -G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSL. PASCO BUILDING PRODUCTS L L C, OBA PASCO GYPSUM - Types PG -C, PG -9, PG -11, PGS -W RS. PANEL REY S A - Types GREX, PRX, RHX, MDX, ETX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX -1 THAI GYPSUM PRODUCTS PCL - Type X, Type C. UNITED STATESGYPSUMCO - Type AR, C, FRX-G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX). USG MEXICO SA DE C V - Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with i in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 In. OC along vertical and bottom edges and 12 In. OC in the field Wien panels are applied vertically. When used In widths other than 48 in., gypsum panels to be Installed horizontally. CERTAINTEED GYPSUM CANADA INC - Type X, Type C, Type EGRG/ GlasRoc. CERTAINTEED GYPSUM INC - Type X, Type C, Type EGRG/ GlasRoc. CGC INC -Types AR, C, [P -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC6A, LGFC-C/A GEORGIA -PACIFIC GYPSUM L L C - Types DAP, DAPC, OGG, DS. Ouestionsi Print this Daae Terms of Use Paae Too Cc7 2014 UL LLC W hen the UL Leaf Mark is on the product, or Men the word "Environment" Is included in the UL Mark, please search the � Environment database for additional Information regarding this product's certification. f n r In hi ata as not In it elf that roducts so Identified have been The appearance o a company s erne o product t a d b e does s assure p manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. r f ri I n in in h nlin ifi I n Dir ct to the followin conditions: 1. UL a mets there roduct on of the male a co to ed t e 0 e Cert cat o ecto sub e P P rY j 9 The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "C 2014 UL LLC". ER -2541 I Most Widely Accepted and Trusted Page 2 of 5 ER -2541 I Most Widely Accepted and Trusted Page 3 of 5 ER -2541 I Most Widely Accepted and Trusted Page 4 of 5 ER -2541 I Most Widely Accepted and Trusted Page 5 of 5 c A I 1 2.5 622 One-hour Shaftwall: As an alternate finishing procedure to the 620 and 621 TABLE 1 -ALLOWABLE HEIGHTS' -620 AND 621 SHAFTWALLS (Nos. 25 and 20 Gage Studs)2 TABLE 3 -ALLOWABLE HEIGHTS -620 AIR SHAFTWALL s shaftwalls, veneer plaster baseboard of the same type and Basic construction is as des 8 -inch under Sec'D 2.1 and thickness of core may be substituted for the outer layer of STUD DEPTH MINIMUM STUD GAGE STUD DEFLECTION LOAD (psf) STUD DEPTH MINIMUM DESIGN STUD GAGE STUD SPACING ALLOWABLE HEIGHT' Figure 4. A face layer of /s -inch TouchRock Fireguard gypsum wallboard. The veneer base is to receive a (inches) DESIGN SPACING SPAN RATIO , , (Inches) THICKNESS (inches) (Type X) gypsum wallboard is applied vertically to the room , THICKNESS inches 5 7.5 10 15 in * minimum of !,a -inch veneer laster. Where veneer laster ( ) ( thea) Roll F ric View ,•s,e ICC -ES Evaluation Report ER -2541 side of inches on center in the field of the board. Type S-12 .p P (inches) , Roll FOrrned and Punci,ed r] -T Stud screws are used to attach gypsum board to No. 20 a e finish is used, allowable height criteria shall be for brittle 2 /2 0.035 20 24 10' -11 " ' Reissued August 1, 1995 9 9 finish requirements with minimum deflection of height 120 17' - 3" 13' - 3" 13' - 8" 11' - 11 " soe isometric View steel framing. The joints are taped and covered with two 4 0.035 20 24 14' - 1" - for Bend Tab divided by 240. 180 15' - 0" 13' - 2" 11' - 11 " 10' - 5" r '\ Detail coats of'oint tom ound alon with all Screwheads. 2 ! 0.022 25 24 P 9 2 240 13' - 8" 11' - 11 " 10' - 10" 9' - 8" 6 0.035 20 24 17' - 4" 1 r4" x 2-1 /4" punched slots, if /' ® 2.6 One- or Two-hour Corridor Celling and Stair 2.9 Identification: 360 11' - 11 " 10' - 5" 9' - 6" 8' - 3" 3 per lsut' - WWW.iCC-eS-Ort] 1 (800) 423.6587 1 (562) 699-0543 A Subsidiary of the International Code Council , ® Stud heights are based upon either a transverse load of 20 pounds per square foot at a deflection of 1.14 inches or the maximum allowable Soffits: Each piece of /2 -inch ToughRock Fireguard C Is 120 18' - 6" 16' - 1 " 14' - 8" 12' - 10" end reaction, whichever governs, as a composite section with the gypsum wallboard. 3/B Varies 0.019" minimum imprinted on the face of the board along one edge With "t/ , 180 16' - 1 " 14' - 1 " 12' - 10" I V - 2" /,14" 2-1 M' ni um ,,, T,, The following systems provide fire -resistive protection for 5 , 2 /2 0.035 20 2a Legacy report on the 1994 Uniform Building Code and the 1994 ICBO Uniform Mechanical Code Type X-C." Each piece of /a -inch Type X ToughRock 240 14' - 8" 12' -10" 11' - 8" 10' - 2" ,i,4•. the underside of stairs and at corridor ceilings in Fireguard is imprinted on the face of the board along one 360 12' - 10" 11' - 2" 10' - 2" 8' - 11" TABLE 4 -HORIZONTAL SPANS FOR 620, 622 AND 627 C -T SHAFTWALL STUDS' accordance with Section 1005.7 of the Uniform Building edge with "5!a Type X." Each piece of 1 -inch Type X 14„ Code: 120 19' - 11 " 13' - 3" 16' - 3" 11' - 10" 2 DIVISION: 09 -FINISHES studs are then fitted over the long edges of the panel. This Fireguard Shaftliner is identified as "Type X" along one 180 17' - 11" 13' - 3" 14' - 2" 11' - 10" STUD STUD CORRIDOR CEILINGS AND STAIR SOFFITS HORIZONTAL MEMBRANE AND --"-1„ I The basic construction is similar to that described in ed e. Each stud and J -runner is identified with the name, 4 0.022 25 24 DEPTH GAGE DUCT PROTECTION " *f Section: 09260 -Gypsum Board Assemblies sequence is continuous with additional panels and studs 9 240 16' - 3" 13' - 3" 12' - 11„ 11' - 3° (inches) 39'x 3•' Bend Sectirn Dimensions installed similarly. Section 2.1. J -runners are attached to all intersecting Georgia-Pacific, the ICC -ES evaluation report number (ER- 360 14' -11 " 12' . 5" 1 V - 3" 9' -10" 822 One-hour Fire -resistive Rating 620 Two-hour Fire -resistive Rating 627 Two-hour Fire -resistive Rating Tabs, 12" o.o. o vertical and horizontal framing members outlining the 2541) and the minimum base -metal thickness stamped at - t•TS1LID GEORGIA -PACIFIC GYPSUM SHAFTWALL SYSTEM8 120 23' -10" 20' -10" 18' - 11 " 16' - 6" 2'/2 25 8' - 0" 9' - 6" 8' - 3" Material Hot Dipped galvanized steel, 2.2 820 Two-hour Shaftwall: opening. Fasteners are spaced a maximum of 24 inches 24 inches on center. , � meeting ASTMA-Sze on center and require a working load of 200 pounds in 4 0.035 20 24 180 20' - 10" 18' - 2" 16' - 6" 14' - 5" 2 /2 20 8' - 6" 10' - 2" 8' - 11 " 3" GEORGIA -PACIFIC GYPSUM LLC The basic construction is as described above under 3.0 EVIDENCE SUBMITTED 240 18' -11 " 16' - 6" 15' - 0" 13' - 2" 4 25 10' - 3" 1 V - 3" 9' - 10" ,,/- shear or pullout. C -T studs are spaced 24 inches on center 2861 MILLER ROAD Section 2.1 and Figure 1. A Kase layer of /2 -inch a 380 16' - 6" 14' - 4" 13' - 2" 11' - 6 ° a 20 11' - 1 " 13' - 2" 11' - 6" DECATUR, GEORGIA 30035 ToughRockoO Fireguard C gypsum wallboard is installed and 1 -inch TouchRock Fireguard (Type X) Shaftliner is Test reports on UBC Standard 7-1, lateral load, and 6 25 13' -1 " 1a' - 8" 9' - 10" inserted in the top flange. calculations, and ualit control data in corn lance with 120 19' - 11 " 13' - 3" 14' - 8" 9' -10" 6 20 14' - 4" 17' -1 " 14' - 11 " with vertical joints over studs and attached to minimum No. q Y P • 1.0 SUBJECT 25 gage studs with 1 -inch No. 6 Type S screws spaced 24 For two-® our protection, two la ers of 1!2 -inch the Acceptance Criteria for Steel Studs, Joists and Tracks, 6 0.022 25 24 180 19' -11 " 13' - 3" 14' - 8" 9' - 10" - Y 240 19' - 11 " 13' - 3" 14' - 8" 9' - 10" 'Systems are designed to support their own dead weight only and should not be used where there is access to an attic or loft above or any FIGURE 8 620 Series Shaftwall Systems. inches on center. The face layer of the wallboard is ToughRock Fireguard C gypsum board are applied and dated January 1994. 360 19' - 7" 13' - 3" 14' - 8" 9' - 10" probability of storage. installed with all joints offset 24 inches from the base layer finished as described for the 620 two-hour shaftwall in 4.0 FINDINGS Load of 10 pounds per square foot and deflection limitation of /:,w. 2.0 DESCRIPTION and attached with 1518 -inch No. 6 Type S screws spaced 8 Section 2.2. 120 28' - 0" 27' - 1 " 24' - 7" 18' - 8" 'Load of 15 pounds per square foot and deflection limitation of/,W. 2.1 General: inches on center. Both layers are installed horizontally. As s That the Georgia-Pacific Gypsum LLC 620 Series 6 0.035 20 44 180 27' - 1 " 23' - 8" 21' - 6" 18' - 8" 'Ducts should be designed as a separate system. an alternative, one layer of the two wallboard layers may For one-hour protection, a single layer of /s -Inch Shaftwall Systems described in this report comply 240 2a' - 7" 21' - 6" 19' - 6" 17' -1 " The 620 Series Shaftwall Systems consist of 1 -inch be installed vertically. Type She screws are used a attach ToughRock Fireguard (Type X) gypsum board is applied with the 1994 Uniform Building CodeTa and 1994 ICSO 360 21' - 6" 18' - 9" 17' -1" 14' - 11 " Tou hRock Fire ward T e X Shaftliner supported b and finished as described for the 622 one-hour shaft wall in Un/form Mechanical Coder" for one- and two-hour fire- 'The tabulated artition het hts are based on the steel studs actin as a composite section with the wallboard to conform to the load and 9 9 (YP ) Y gypsum wallboard to No. 20 gage steel framing. Joints on p 9 9 4-..._..___,__ ....-"-_. 2 /2-, 4- or 6 -inch "C -T' alvanized steel studs corn I in Section 2.5. resistive noncombustible nonload-bearin 9 p Y 9 the face layer are taped and covered with joint compound. g partitions, deflection criteria specified in Section 1610.2 of the code. / ( ✓ ^' with ASTM A 653 Grade 33, 0.022 inch (No. 25 gage) or Screwheads are also covered with joint compound. 2.7 627 Two-hour Horizontal Membrane and subject to the following conditions: Maximum practical stud length is 28 feet. r�0,„,. r•,,,"• rs,-4. c~ -� . . 0.035 inch (No. 20 gage) in thickness. Studs are faced on Minimum 0.0354nch (No. 20 gage) J -runner track is required. is , ;i /° I g P y 2.3 620 Two-hour Shaftwall Ai Horizontal Duct Proteetlon: 4.1 Construction conforms to this re ort and the „- one or both sides with sin le or multi le la ers of /2 -inch ( r Shaft): p - I j ,- ToughRocke Fireguard C or 5/8 -inch ToughRock® The J -runner and C -T studs are installed as described in manufacturer's instructions. TABLE 2 -ALLOWABLE HEIGHTS' -622 SHAFTWALLS (Nos. 25 and 20 Gage Studs) �l , Where the 620 Shaftwall is used as a medium pressure► 621 sits^diameter Fireguard (Type X) gypsum wallboard to form a Section 2.6, except one /2 -inch No. 6 Type S panhead 4.2 Maximum unsupported heights for the 620 and •µ � _... i'" " sill punched hole I , y s s duct system in accordance with Section 601.1 of the 1994 framin screw attaches the ends of each stud to the 1 -inch STUD DEPTH MINIMUM STUD GAGE STUD DEFLECTION LOAD (psi) b7s ! ,j l nonbearing partition. The /2 -inch and /e -inch wallboards ICBO Uniform Mechanical Code, the construction is 9 621 partitions comply with Table 1. (inches) DESIGN SPACING SPAN RATIO , , ,, , , ,; ✓i comply with ASTM C 36. identical with Section 2.1 and 2.2 above, exce t studs are leg of the J -runner. The 1 -inch Fireguard Shaftliner panels THICKNESS (Inches) 5 7.5 10 15 ~--~ .C~ w•: 'a .�: / �,'' P are installed as described in Section 2.1, except panels are 4.3 Maximum unsupported heights for the 622 In . .,., .. ,.:, .a„i , l Isometric Vaw Band Tar Datail 1'114" f r D.o1s" Minimum I '„' „ / ✓ (Thickness varies) The basic construction is entirely built from one side a minimum No. 20 gage. The joints and all perimeter a artition tom 1 with Table 2. ( ches) � Isolmetric ,e w S nd �-- f `• full length and 1 /s inch -long No. 6 Type S screws spaced P P Y,/ / starting with a J -runner channel attached to ceiling and connections are additionally caulked with a nonhardening 120 14' - 6^ 12' - 8" 11' - 6" 10' - 0° era^ y � ".� 2-1�" floor with a roved fasteners s aced at 24 inches on caulkin tom unit and the face la er of '/2 -inch at 12 inches on center are used to attach the panels to the 4.4 Maximum unsupported heights for the 620 air / i PP P 9 Y 2 la -inch -Ion le of the J -runner. A base la er of !2 -inch + 180 12' - 8" 11' -1" 10' - 0° 8' . 9" F. Varies center, maximum. The J -runner is alvanized steel with TouchRocke1 Fire uard C sum wallboard rime coated 9 9 y shaft partition comply with Table 3. The air shaft 2 /2 0.022 25 24 g 9 gyp P Fireguard C gypsum wallboard is attached parallel to studs 240 11' - 6" 10' 1, 9' - 1 " 8' - 0" FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 ; s 1" 2 /„-inch and 1 -inch les and de th the same as the stud with an oil or emulsion aint or rimer. The air shafts are has a maximum vacuum pressure of 4 inches of 360 10' - 0" 8' - 9" 8' - 0" 7' - 0" 9 P P P on the room side with 1 -inch No. 6 Type S screws spaced �` / i/ .... depth. See Figure 6. The metal thickness of the J -runner is recognized for a maximum vacuum of 4 inches of water Water and a maximum positive pressure of 2 / - the same as the C -T stud unless noted in tables. Minimum and a maximum pressure of 2 inches of water. Refer to w inches is center. A second layer of the same type of 120 15' - 8" 13' - 0 12' - 4" 10' - - inches of water. .! 0.035 (No. 20 gage) J -runner track is required for 10 and Table 3 for allowable heights. Inside and outside corners studsoand )attached withr )aha Inch Noa 6rType ISl screws 4.5 The maximum horizontal spans for the 620, 622 2'12 0.035 20 24 240 12' - 4" 110' - 9' 9 - 9" 8' - 6" ,..' � P Y P 2-, /4" minlumum 15 psf loads. Minimum 2 /2 -inch -deep 0.022 -inch metal are constructed as shown in Figure 2. spaced 12 inches on center. Edge joints are offset 24 and 627 partitions used horizontally comply with 360 10' - 9" 9' - 5" 8' - 6" 7' - 6" , + • • -~'~'~ ~-,' ^ . apth varle'. thickness (No. 25 gage) galvanized steel or 0.036 -inch • metal thickness (No. 20 gage) galvanized steel C -T studs 2.4 621 Two-hour Shaftwall (Stairwells): inches from the base layer. A face layer of /2 -inch Table 4. 120 18' - 7" 13' - W 14' - 9" 12' . 10" '�: • +� •� + SCG • ' • • • / „ tion Dimensions Fireguard C gypsum wallboard is applied perpendicular to 180 16' - 3" 13' . 3" 12' - 10" 11' - 3" ' Runl - H are spaced a maximum of 24 inches on center. See Figure The basic construction is as described under Section 2.1 4.6 The assembly described in Seetian 2.7 may be 4 0.022 25 24 • + • �� +-w++ � ~„~ �' r Mdlerl*I -Hat Dipped Gah�anired fiteel, ® studs and attached with 2 -inch -long No. 6 Type S screws used to rotect two-hour horizontal ducts 240 14' - 9" 12' -10" 11' - 8" 10' - 3" Meeting ASTM A.525 7. Mechanical fasteninR of the studs to the runner is not and Figure 3. A face layer of /2 -inch TouchRock 12 inches on center. Screws are 1 inch and 6 inches from P 360 12' - 10" 11' • 3" 10' - 3" 6' - 11" required. ToughRock Fireguard (Type X) Shaftliner Fireguard C gypsum board is applied to each side of edge joints and then 12 inches on center between. Screws (horizontal duct shafts) or where a two-hour anels 1 -inch -thick b 24 -inches -wide, b len th 1 inch minimum No, 25 a e studs and fastened with 1 -inch No, horizontal membrane Is required and is not part of 120 20' -1 " 17' - 6" 15' - 11" 13' - 11" P Y Y 9 9 9 must penetrate all three layers of gypsum wallboard and saT7 shorter than ceiling height are inserted in the J -runners on 6 Type S screws and spaced 8 inches on center. Gypsum into stud flan es. Butt joints should occur between framin a floor -calling or roof -ceiling assembly. This 4 0.035 20 Q4 180 17' - 6" 15' - 4" 13' - 11 " 12' - V the shaft side of the wall. Each panel is fastened to the J- wallboard is installed horizontally. As an alternative, 9 j 9 system is designed to support Its own weight only 240 15' - 11 " 13' - 2 " 12' - 8" 11' - 1 " runner with three 1518 -inch Type S screws. First and last gypsum wallboard on one face ma be installed verticall . members offset 24 inches from each other. Butt joints are and should not be used where there is an attic or 360 13' - 11 " 12' - 2" 11' - 1 " e' - e" Y Y secured to the previous layer of gypsum wallboard with _ „„ FIGURE 7 panels are fastened to the long leg of vertical J -runner with Type S-12 screws attach the gypsum wallboard to No. 20 1 loft above, or any probability of storage. 120 19' - 11 " 13' - 3" 18' - 10" 16' - 6" + . _ . � " 5 1 12 -inch No. 8 Type G screws spaced 8 inches on center . » •.. •.• 1 /84nch screws spaced a maximum of 24 inches on gage steel framin . Joints are sta ered 24 inches on 180 19' - 11' 13' - 3" 18' - 8" 14' - 5" . , 9 99 and 3 inches in from each side of a butt joint. Treatment of 4.7 Uncoated minimum steel thickness of stud 6 0.022 25 24 + center. Horizontal manufactured cut joints in the anel o osite sides of the wall and are to ed and covered with 240 18' - 10^ 13' - 3" 15' - 0" 13' - 1 ^ yam- "A "�+ + + • , . ' I P PP P gypsum board joints and fasteners is not necessary. See members as delivered to the jobslte shall not be 360 16' - 6" 13' - 3" 13' - 1 " 11' - 5° + • % • + , • . ", �'- need not be back blocked, but should be staggered two coats of joint compound. Screwheads are also covered Figure 5. less than 95 percent of the minimum design minimum 24 inches between adjoining panels. The C -T with joint compound. thickness. 120 26' -1 " 22' - 9" 20' - 8" 18' - 1 " 2.8 Alternate Construction: 180 22' - 9" 19' - 11" 18' - 1" 15' - 9" Corrected April 2009 For the 620 and 621 two-hour shaftwall systems, a base 4.8 Studs are manufactured at 4817 East Shelia 6 0.035 20 24 240 20' - 8" 18' -1 ° 16' - 5" 14' - 4" FIGURE 5 layer and a face layer of 5/a -inch ToughRock�i Fireguard Street, Los Angeles, California. 360 18' -1 " 15' - 9" 14' - 4" 12' - 6" ICC -ES Evaluation Report's are not to be construed a representing aesthetic&• or any other attributes nat speciifieal(r addreesed, nor are they to be construed U.L. DETAILS (Type X) may be used in lieu Of each base and face layer This report is subject to re-examination in two years. 'The tabulated partition heights are based on the steel studs acting as a composite section with the wallboard to conform to the load and as an endorseurent ojthe subject of the report or n rernmmendation.for its use. There is no warrann• !m iCC Evaluation Service, Inc., express or implied, as to nary:/indtng or ether mnttar in this report, or as m env pmduc•I cnrercd by the repart. nc--i -a of /2 -inch ToughRock® Fireguard C. deflection criteria specified in Section 1610.2 of the code. 2Minimum 0.035 -inch No. 20 a e J -runner track is re uired. ( 9 9) q ICC �'S�9R-2541 - EVALUATION REPORT FOR METAL STUD AND GYPSUM BOARD SHAFT WALL IN HORIZONTAL POSITION 1•'- 0 JLUU)W**Wz co H W O- V 0 >-(0W Wp0p2W m LU � IL zp L N- O� S Q� a O ®N Z Z W O W U�' =0 a= Q2i= >_ a - � O D- Lu � Z � =) U�0M0L1Jmj= MR=) r0E- W M M Q � w zoo O w x o � oQ Q � �w� o�� zz� w w d a r,I�art" ". 9 ^�" '":r • Oy < F� r e a .-- * e a y • AR0016346 �,,, $4 , 0. 1. I r 's r 4) 0 S CL Z Sheet Name: U.L. DETAILS W LQ �O ZOO Issue Date: 170264 z ai O N Bti Drawn By: Checked By: M KC w @ > O a' O � ? � V U . 3 41� i)y 0 c r » » to a U W go QI - it M o L_ w W z O - L s N ? M 0 U O x O Op r- U O O Q u- v, 1•'- 0 JLUU)W**Wz co H W O- V 0 >-(0W Wp0p2W m LU � IL zp L N- O� S Q� a O ®N Z Z W O W U�' =0 a= Q2i= >_ a - � O D- Lu � Z � =) U�0M0L1Jmj= MR=) r0E- W M M Q � w zoo O w x o � oQ Q � �w� o�� zz� w w d a r,I�art" ". 9 ^�" '":r • Oy < F� r e a .-- * e a y • AR0016346 �,,, $4 , 0. 1. I r 's r 4) 0 S CL Z Sheet Name: U.L. DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet NO.: Bti Drawn By: Checked By: WB/KC KC System No. C -AJ -2109 XHEZ.0-A3-2109 Through -penetration Firestop Systems Paae Bottom Design/System/Construction/Assembly Usage Disclaimer Installation re covering Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements g the and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field. . When field Issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction, Mark are considered Certified. M Only products which bear UL's a Through -penetration Firestop Systems See General Information for Throuah-penetration Firestop Systems System No. C -A3-2109 December 23, 2013 F Ratings - 2 and 3 Hr (See Item 3) T Ratings - 0, 2 and 3 Hr (See Items 2 and 3) W Rating - Class 1 (See Items 2, 3 and 4) L Rating at Ambient - Less Than 1 CFM/sq ft (See Item 4) L Rating at 400 F - Less Than 1 CFM/sq ft (See Item 4) Section A -A 1. Flooror WallAssembly- Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 12 in. (305 mm), See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufactures. 2. Steel Sleeve- (Optional) - Nom 12 in. (305 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe f in. 76 mm above the I fl floor or wall surfaces a max o 3 i floor or wall assembly, flush with f o0 cast or grouted into y, ( ) floor. If the steel sleeve extends above the floor, the T Rating of the Firestop system Is 0 Hr and a min 1/2 in. (13 mm) annular space is required between the through penetrant (item 3) and the periphery of the opening. Th e W Ratio does nota when the steel sleeve is used. PPIY 9 3. Through Penetrants- One nonmetallic pipe to be installed either concentrically or eccentrically within the firestop system. For max 6 in. (152 mm) diam pipes, the annular space between the pipe and the periphery of opening shall be min 0 In. (0 mm, point contact) to max 1/2 in. (13 mm). For nom 8 in. (203 mm) and 10 in. (2 54 mm diam pipes, the annular space the pipe and theperiphery of opening shallII be min n above the floor Item 2 i mm If the steel sleeve extends a 0 in. (0 mm, point contact) to max 1-1/4 n (32 ) ( ), a min 1/2 In. (13 mm) annular space is required between the through penetrant (Item 3) and the periphery I r II of the opening. Pipe to be rigidly supported on both sides of floor o Vail assembly. For systems with a W Rating, the max annular space Is 1/2 in. (13 mm). The T Ratings are dependentendent on the size and/or typ a of nonmetallic i es ma be used: pipe as shown in the table below. The following types and sizes ofpipes y A. Polyvinyl Chloride (PVC) Pipe - Nom 10 in. (254 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply ) or vented nom diam of m systems with a W Ratio o (drain, waste or vent) piping systems. For Sys a o g, the pipe shall not exceed 6 in. (152 mm). B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 10 in. (254 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) P Pin9 systems.s tems. For systems with a W Rating, the nom diam of pipe shall not exceed 6 in. (152 mm). C. AcrylonitrileB t diene Styrene (ABS) Pipee - Nom 6 in. (152 mm) diam o r smaller) Schedule 40 solid -core or cellular core ABS pipe for use in closed (process or supply) or ventedd (drain waste or vent piping system.s tem. D. Flame Retardant Polypropylene (FRPP) Pipe - Nom 6 in. (152 mm) diam (or I (process or supply) or vented drain smaller) Schedule 40 FRPP pipe for use in closed (p pp Y) (drain, waste or yen Dipino systems. Pipe P Type Nom Pie P Diam, In. (mm) F Ratio 9 Hr PVC, CPVC Greater than 6 (152) 2 PVC, CPVC, ABS, FRPP 6 (152) or smaller 3 Pipe Type Nom Pipe Diam, In. (mm) TRating Hr PVC, CPVC, ABS, FRPP 1-1/2, 2, 3 (38, 51, 76) 2 PVC, CPVC, ABS, FRPP 4 (102) 3 PVC CPVC, ABS+ FRPP 6 152 3 PVC, CPVC Greater than 6 (152) 0 ABS++ 6 (152) 0 + - Indicates solid core ABS only. ++ - Indicates cellular core ABS only 4. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top or bottom surface of floor or both surfaces of wall. Sealant is optional for pipes having a max diam of 6 in. (152 mm) in unsleeved openings. Forsystems with W Rating and/or LRating, min 1/2 In. (13 mm) thickness of CP 6015, CFS -S SIL GG, CFS -S SIL SL (floors only) or CP 604 Sealant shall be applied within the annulus, flush with top or bottom surface of floor. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE Sealant, CP 601S Sealant, CFS -S SIL GG, CFS -S SIL SL (floors only) or CP 604 Sealant 4A. Packing Material (not shown) - Min 1/2 In. (13 mm) thickness of 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into annular space and recessed from the top surface of floor to accommodate the required thickness of fill material. Required only when CP 604 Sealant Is used. 5. Firestop Device* - Firestop Collar- Firestop collar shall be installed in accordance with the accompanying installation Instructions. Collar to be Installed and latched around the pipe and secured to underside of floor or both sides of wall using the anchor hooks provided with the collar. Minimum two anchor hooks for nom 1- 1/2 and 2 in. (38 and 51 mm) diam pipes. Minimum three anchor hooks required for nom 3 and 4 in. (76 and 102 mm) diam pipes. Minimum four anchor hooks required for nom 6 in. (152 mm) diam pipes. Minimum ten anchor hooks required for nom 8 in (203 mm) diam pipes. Minimum twelve anchor hooks required for nom 10 in. (254 mm) diam pipes. The anchor hooks are to be secured with min 1/4 in. (6 mm) diam by min 1-1/4 in. (32 mm) long steel expansion bolts or min 0.145 in. (3.7 mm) diam by 1-1/4 in. (32 mm) long powder actuated fasteners utilizing a 1-7/16 in. (37 mm) diam by 1/16 in. (1.6 mm) thick steel washer. As alternates to the anchors specified above, HIM 1/4 in. (6 mm) diam by 1-1/4 in. (32 mm) long KWIK-CON II+ concrete screw anchor, HIM 1/4 in. (6 mm) diam by 1-3/4 in, (45 mm) long KWIK-BOLT 3 steel expansion anchor or Hilti X -DNI 27 P8 S15 powder actuated floor pin with integral nom 9/16 in. (15 mm) diam washer may be used. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643N 50/1.5", CP 643N 63/2", CP 643N 90/3", CP 643N 110/4", CP 643 160/6", CP 644 200/8" or CP 644 250/10" Firestop Collar *Bearing the UL Classification Mark 1 Last Undated on 20 312 23 Ouestions? Print this pace Terms of Use Paae Top p 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search theUte, Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and Always look for the Mark on the product. covered under UL's Follow -Up Service.ys UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Ca 2014 UL LLC". U.L. C -A -J-2209 THROUGH PENETRATION FIRESTOP PIPE/CONDUIT PENETRATION - C.M.U. WALL System No. C -AJ -1226 XHEZ.0-AJ-1226 Through -penetration Firestop Systems Paae Bottom Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. i d Certified. Mich dere e Only products wh ch beer UL's Mark are cons YP Through -penetration Firestop Systems See General Information for Throuoh-penetration Firestop Systems System No. C -AJ -1226 June 27, 2007 F Rating - 3 Hr T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft Fes.] SECTION A -A 1. Floor or Wall Assembly- Min 1 2 in thickk reinforced lightweight or normal i9ht (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32 in. vi I sleeve castor - r smaller Schedule 40 or heavier) Slee s (Optional) Nom 32 in diem o 2. Metallic Sleeve ( ) ( P ) grouted into floor or wall assembly, flush with floor or wall surfaces or extending a max of 3 in. above floor or beyond both surfaces of wall. 2A. Sheet Metal Sleeve - (Optional) Max 6 in. diam, min 26 ga ga Iv steel provided with a 26 ga ga Iv steel square flange spot welded to the sleeve at approx mid -height, or flush with bottom of sleeve in floors, and sized to be a min of 2 In. larger than the sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. below the bottom of the deck and a max of 1 in. above the top surface of the concrete floor. 28. Sheet Metal Sleeve - (Optional) - Max 12 in. diam, min 24 ga galy steel provided with a 24 ga galy steel square flange spot welded to the sleeve at approx mid -height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. larger than the sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. below the bottom of the deck and a max of 1 in. above the top surface of the concrete floor. 3. Through -Penetrant - One metallic pipe, tube or conduit to be installed either concentrically or eccentrically within the firestop system. Theannular space between penetrant andperiphery of openingenin9 shall installed hcontinuous oint contact. -7 in. Penetrant may be nate ed wit n in. int contact to max 1 8 e be mi 0 (point ) / YP Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic penetrants may be used: r heavier) i A. Steel Pipe Nom 30 in. diam (or smaller) Schedule 10 (o ea er) steel pipe. B. Iron Pipe - Nom 30 in, diam (or smaller) cast or ductile Iron pipe. C Copper Pipe - Nom 6 in. diem or smaller) Regular or heavier) copper pipe. D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Conduit- Nom 6 in. diam (or smaller) steel conduit. F. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT). 4. Firestop System - The firestop system shall consist of the following: A. Packing Material- Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly packed Into opening as a permanent form. Packing material to be recessed from top surface of floor or sleeve or from both surfaces of wall or sleeve as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or sleeve or with both surfaces of wall or sleeve. At the point or continuous contact locations between penetrant and concrete or sleeve, a min 1/4 in. diam bead of fill material shall be applied at the concrete or sleeve/ pipe penetrant interface on the top surface of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -One Sealant *Bearing the UL Classification Mark Last Updated on 2007-06-27 ......................... Ouestlons? Print this paoe Terms of Use Paae Too © 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional Information regarding this product's certification. The appearance of a company's name or product in this database does not In itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -lip Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented In their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "CO 2014 UL LLC". U.L. C -A -J-1226 THROUGH PENETRATION FIRESTOP PIPE/CONDUIT PENETRATION - C.M.U. WALL System No. W -L-2251 XHEZ.W-L-2251 Through -penetration Firestop Systems Pace Bottom Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered Certified. Through -penetration Firestop Systems See General Information for Throuah-penetration Firestop Systems System No. W -L-2251 July 27, 2005 F Ratings - 1 and 2 Hr (See Item 1) T Rating - O Hr I SECTION AA 1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and In the manner described in the individual U300 or 0400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2- 1/2 in. wide and spaced max 24 In. OC. B. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 5 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly In which It is installed. 2. Through -Penetrant - One nonmetallic pipe Installed either concentricallyncentricallY or eccentrically withinhin the firestop system. The annular space betwen pipe and periphery ryof opening shall be min of 0 in. (point contact) to a s and sizes of f II assembly. followingt e rigidly su orted on both sides o wa max 1/2 in. Pipe to beY YP / P PP Ili i s ma nonmetallic pipes y be used. A. Polyvinyl Chloride (PVC) Pipe Nom 4in. diam or smaller solid or cellular c re Schedule 40 (or heavier) polyvinyl chloride (PVC) pipe for use in closed (process or supply) or vented (drain,waste or vent) ) Pi in9 systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 4 in. diamm or smaller) SDR 13.5 chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or supply) piping system. m. 3. Flrestop System - The firestop system shall consist of the following:: A. Steel Collar- Collar fabricated from coils of precut min 0.017 in. thick (No. 28 MSG) galy steel available from the sealant manufacturer. Collar shall be nom 1-3/4 in. deep with 1 in, wide by 2 in. long anchors tabs on 2 in. centers for securement to wall assembly. r ttothe wa I I The anchor tabs shall be bent 90 degree outward for securemen assembly. The opposite side incorporates retainer tabs, 1/2 in. wide by 3/16 in. long, P rsloent toward the pipe surface. Collarr shall be wrapped around pipe maintaining a 1 in distance between pipe and coIlar, and overlapping min 2 in at seam. Steel collar Is slid along the pipe until it butts the surface of the wall. The collar shall be attached to the gypusm board with 1/4 in. toggI r bolts on eve ryofh r tab.Aftersealant ,,Item 3B) is installed, the collar shall be compressed around the pipe using a 1/2 in wide by 0.028 In. thick stainless steel band clamp fastened at the collar mid -height. Collars are installed on each side of wall. *_ I'll materia I Ilei within Mi 5 8 in. thickness of l mate a s B. FIII Void or Cavity Materia n B / PP Y annulus, flush with both surfaces of wall. Additionally, the steel collars shall be completely filled with sealant, maintaining a 1 in. space between collar and pipe. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE Sealant *Bearing the UL Classification Mark Last Updated on 2005-07-27 Questions? Print this paoe Terms of Use Pace Too Cci 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the I& Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "co 2014 UL LLC". U.L. W L-2251THROUGH PENETRATION FIRESTOP PIPE/CONDUIT PENETRATION - GYPSUM BOARD WALL UL SYSTEM NO. CJ -D-0004 TOP OF WALL JOINT: GYPSUM WALL TO NON -RATED ROOF/FLOOR DECK JOINT RATING = 2 -HR. CLASS II MOVEMENT CAPABILITIES - 50% COMPRESSION OR EXTENSION FRONT VIEWSECTION A -A A -C37 W 1 W_ ii r r r .:. r -, - s M_ _ ----- I I --- ___ N I" I I I I I I iI I I \ of 0 -r 0 IR z A .<.i v i@ v 1. NONRATED HORIZONTAL ASSEMBLY CONSISTING OF THE FOLLOWING: A. SUPPORTS [NOT SHOWN] - STRUCTURAL STEEL OR OTHER MEMBERS SUPPORTING THE STEEL DECK. B. MAXIMUM 3" DEEP BY MINIMUM 20 GA. GALVANIZED STEEL DECK, FLUTED MAXIMUM 12" OC. C. [OPTIONAL] STEEL DECK MAY BE TOPPED WITH REINFORCED CONCRETE. 2. GYPSUM WALL ASSEMBLY (UUcUL CLASSIFIED U400, V400, OR W400 SERIES) (2 -HR. FIRE -RATING). 3. CEILING RUNNER (MIN. 25 GA., FLANGE OF CEILING RUNNER SHALL BE MINIMUM 114" GREATER THAN MAXIMUM EXTENDED JOINT WIDTH) FASTENED TO UNDERSIDE OF DECK WITH STEEL FASTENERS OR WELDS SPACED MAXIMUM 24" OC. 4. STEEL STUDS (MINIMUM 3.112" WIDE) CUT 314" LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 5. HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE, FLUSH WITH BOTH SIDES OF WALL (SEE NOTE NO.2 BELOW). 6. HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH BOTH SIDES OF WALL (SEE NOTE NO.2 BELOW). 7. MINIMUM 116" (WET) THICKNESS HILTI CFS -SP WB FIRESTOP JOINT SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 112" ONTO GYPSUM WALL AND METAL DECK ON BOTH SIDES OF WALL. IOTES :1. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, SLOTTED CEILING RUNNERS MAY BI USED. CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR APPROVED MANUFACTURERS. 2. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS AND/OR CP 777 SPEED PLUGS, MINERAL WOOL SAFING (MIN. 4 PCF DENSITY) COMPRESSED 50% MAY BE USED. I ; I I ELM " I Hilti Firestop Systems Saving Lives Sheet 1 oft Drawing No. HILTI, Inc. Scale 5/32"M 1. CJD Tulsa, Oklahoma USA (800) 879-8000 Date June 07, 2012 0004a through Innovation and Education U.L. CJ -D-0004 THROUGH PENETRATION FIRESTOP HEAD OF WALL DETAIL - GYPSUM BOARD WALL System No. W -L-1175 XHEZ.W-L-1175 Through -penetration Firestop Systems Paae Bottom Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products equipment, system, devices and materials. . Authorities Having Jurisdiction should be consulted before construction. b inv sti elect UL for Fire resistance assemblies and products are developed by the design submitter and have been e g y compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the Product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. Through -penetration Firestop Systems See General Information for Throuah-penetration Firestop Systems System No. W -L-1175 February 08, 2006 F Ratings - 1 and 2 Hr (See Item 1) T Rating - 0 Hr L Rating at Ambient - Less Than 1 CFM/sq ft L Rating at 400 F - Less Then 1 CFM/sq ft -1111110- A - I i i I. -L __ : . 3 V SECTION Aw A 1. WallAssambY - The 1 or 2 hr fire rated wallboard/studstud wall assembly shall be constructed of the materials and in the manner specified in the individual 0300 or U400 Series Wall and Partition Designs in the II n UL Fire Resistance Directory and shall Include the following construction features. A. Studs- Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC, Steel studs to be min 2- w n ed max 24 in. OC. 1 2 in, de and spaced / P B. Gypsum Boards _ Nom 5/8 in, thick 4 ft widea with square or tapered edges.es. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the Fire Resistance Directory. Max diam of opening is 5-1/2 in. I fire ratio of 1 F and T Ratings the firestop system mise equal to the hour The hour a Y g Y 9 p Y q the wall assembly in which It is Installed. 2. Throughh Penetrant - One tubing or conduit installed concentrically or eccentrically within the firestop system. Tube or conduit to be rigidly supported on both sides of wall assembly. The annular space max 1 in. I min in, pint contact to a f the I sleeve shall be 0 r conduit andperipheryo e stee s e ) between the tube o (P The following types and sizes of metallic tube or conduit may be used: A. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. *_ I' within the annulus - fill material applied t 1 Putty Min 5 8 in. thickness of , . Fill Vold or Cavity Materia Pu PP 3 0 / Y Y flush with both surfaces of wall. At point contact location between penetrant and wall, a 1/4 in. crown of fill material shall be applied at the conduit/wall interface on both sides of the assembly, lapping 1/4 in, on the conduit and 1/4 in. beyond the periphery of the opening. HILTI INC - CP618 Putty Stick *Bearing the UL Classification Mark Last Updated on 2006-02-08 Ouestions? Print this page Terms of Use Paae Too C0 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is Included in the UL Mark, please search the UL vironmenLdatabase for additional information regarding this product's certification The appearance of a company's name or product In this database does not In Itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented In their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2014 UL LLC", U.L. W -L-1175 THROUGH PENETRATION FIRESTOP PIPE/CONDUIT PENETRATION - GYPSUM BOARD WALL Design No. U904 BXUV.U904 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. rovided b the product When field issues arise, it is recommended the first contact for assistance be the technical service staff p Y p manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered Certified BXUV - Fire Resistance Ratings - ANSI/UL 263 1BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Goa General Information for Fire -resistance Ratings - ANSIAR 261ANSI/R2 Spa General Information for Fire Recictance Ratings - CAN/U1117-5101 Certified for Canada Design No. 0904 May 19, 2014 Bearing Wall Rating - 3 HR. Nonbearing Wall Rating - 3 HR. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXM * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. - .;..,�..�,.....- "----..:. w.... -.v ..www..- . - -,..- �........ ...�....-..........-. +...-. ► r• f Ia ; {''�.y r � ,� ' a of�1,0. ,'` 7'-5181 MIS. 4 .� i � I (.) zontaf Section 02 4 b<ri 1. Concrete Blocks* - Various designs. Classification C-3 (3 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification If used. Attached to concrete bolcks (Item 1). 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln U.L. U904 - RATED C.M.U. WALL System No. W -L-1054 XHEZ.W-L-1054 Through -penetration Firestop Systems Paae Bottom Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the Installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered In the field. . When field Issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered Certified. .......................................................................................................................................................................................................................................................................................................................... XHEZ - Through -penetration Firestop Systems XHEZ7 - Through -penetration Firestop Systems Certified for Canada See General Information for Throuoh-penetration Firestop Systems See General Information forThrouah-penetration Firestop Svstems Certified for Canada System No. W -L-1054 November 26, 2012 ANSI/UL1479 (ASTM ES14) CAN/ULC S115 F Ratings -1 and 2 Hr (See Items 1 and 3) F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr FT Rating - 0 Hr L Rating at Ambient - Less Than 1 CFM/sq ft FH Ratings -1 and 2 Hr (See Items 1 and 3) L Rating at 400 F - Less Than 1 CFM/sq ft FTH Rating - 0 Hr 7 M M FTH Rating - 0 Hr L Rating at Ambient - Less Than 1 CFM/sq ft Cl L Rating at 400 F - Less Than 1 CFM/sq ft SECTION ,A -A II and stud wall assembl shall be constructed of the - r hr fire -rated sum wa bo Assembly The 1 0 2 e / Y 1. WsllAss YP ly 9 materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs In the UL Fire Resistance Directory and shall include the following construction features: or steel channel studs. Wood - consist of either wood studs A. Studs Wall II framin may cons s 9 Y studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2- 1/2 in. wide and spaced max 24 in. OC. of When steel studs are used and the diam e framed opening exceeds the width of stud cavity, the opening shall be on all sides using len s h f feel stud installed between an the vertical studs d crew -attached to lengths o s wall shall be 4 to 6 in. wider Th framed opening in the s a at each end. e a the steelstuds P 9 and 4 to 6 in. higher than the diam of the penetrating item such that, when the in. clearance is resent between penetrating item is installed in the opening, a 2 to 3 ce p the penetrating item and the framing on all four sides. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum t shall be board type, thickness, number of layers, fastenertype and sheet orientationsh as specified in the individual U300 or U400 Series Design in the UL Fire Resistance f o opening - In for steel stud walls. Max diam o I m f opening Is 32 1 4 Directory. Max d a oP 9 ry P 9 is 14-1/2 In. for wood stud walls. The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2. Through -Penetrants- Onem metallic e conduit or tubing to be Installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be Installed at an angle not greater ater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 30 in. diam (or smaller) cast or ductile iron pipe. Ili tubing or 6 in. diam - smaller) steel electrical metallic Nom 4 In diam orsma e C. Conduit o 9 steel conduit. D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe - Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Vold or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall . HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -One Sealant *Bearing the UL Classification Mark Last Updated on 2012-11-26 Ouestions? Print this paoe Terms of Use Paoe Top 0 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the &LL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented In their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice In the following format: "CC 2014 UL LLC". U.L. W -L-1054 THROUGH PENETRATION FIRESTOP PIPE/CONDUIT PENETRATION - GYPSUM BOARD WALL Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill Insulation add 1 hr to Classification. 5. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation" and "EnergyShield Pro 2 Wall Insulation." HUNTER PANELS - Type Xci-Class A, Xci 286 THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Lac Updated on 2014-05-19 Q"PStliiIL Print this nave Terms of Use Page m 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is Included in the UL Mark, please search the lIL Environment rlmtahae_e for additional Information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "C) 2014 UL LLC". LL LL J O � W Z ca W W 0 Z an93 W r-- W� � W oo_ �R -= ®U0)_W Z _�. ZUOWZQ: Ur Q,wQ2t=Cr} MWWc��W-0 aW�Z U UU�M� m=om in 0�0-C2H J 6I J), .", f• Co _� I U.L. DETAILS UJ LQ `O 0 C14 Issue Date: / Z y o N A=3o6 Dnlwn By: 0 7 M M KC Cl O C -S - Q 00..t 3u� -� V n (1)0 -� +� _r_ LU CLI V ao L. ix M 0 I- cu w z 0 « L s V z It 1L � M Lu � O 0 Q Op O � O o V) LL LL J O � W Z ca W W 0 Z an93 W r-- W� � W oo_ �R -= ®U0)_W Z _�. ZUOWZQ: Ur Q,wQ2t=Cr} MWWc��W-0 aW�Z U UU�M� m=om in 0�0-C2H J 6I J), .", f• Co _� I U.L. DETAILS Proj #: Issue Date: / 09-01-2017 Sheet No.: A=3o6 Dnlwn By: Checked By: WB/KC KC Cl 3 CLI 1 1L is L 0 Sheet Name: U.L. DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=3o6 Dnlwn By: Checked By: WB/KC KC ROOFING MEMBRANE AT ENTRANCE ENTRANCE TOWER WALL FRAMING: TOWER, RETURN ONTO BASE FLASHING 5/8" FIRE -RETARDANT TREATED 2x10 FIRE -RETARDANT TREATED WOOD PLWYOOD SHEATHING OVER 6" ' METAL STUDS AT 16" O.C. S2 MILL FINISH ALUMINUM BASE FLASHING I I ROOFING EXPANSION JOINT. TYPE AS I I RECOMMENDED BY THE ROOFING I I MANUFACTURER FOR THE APPLICATION. I NEW WORK. REPLACE DAMAGED CONFIRM COMPATIBILITY WITH EXISTING I I ROOING EXPANSION JOINT, BEYOND. I 3"=1'-0" WALL FURRING. N.I.C., BY T.I. CONTRACTOR F TCH )OR R ED. EXISTING C.M.U. WALL. MODIFY AS REQUIRED FOR NEW DOOR OPENING. TOOTH NEW WORK INTO EXISTING. TOOTH IN NEW C.M.U. JAMB BLOCKS AT THE EDGES OF THE NEW DOOR OPENING, SEE STRUCTURAL DRAWINGS. PROVIDE JAMB BLOCKS WITH SMOOTH, FLUSH FACE. MATCH EXISTING BLOCK. RETURN SHEATHING J I I Issue Date: 2x10 FIRE -RETARDANT TREATED WOOD EXISTING ROOFING EXPANSION JOINT ' AT JAMBS. N.I.C., BY S2 I KC BLOCKING, SHIM AS REQUIRED. FRAMING. MODIFY AS REQUIRED FOR T.I. CONTRACTOR. I I NEW WORK. REPLACE DAMAGED JOINT SEALANT AND BACKER ROD. MATCH DOOR U I FILL VOID INSIDE ENTRANCE TOWER SECTIONS WITH NEW FIRE-RETARDANTI FRAME COLOR AT EACH SIDE OF DOOR, COLOR o c� EXTEND 8" ABOVE FINISH CEILING, I FRAMING WITH BATT INSULATION. SEE TREATED WOOD BLOCKING.: « « s N¢ COORDINATE WITH T.I. WORK. PROVIDE ENCLOSURE_ B2 SCHEDULED HOLLOW METAL DOOR AND FRAME, c TYPICAL ENTRANCE TOWER FRAMING EXISTING BASE FLASHING, MODIFY AS _ SHIM AS REQUIRED. PROVIDE FRAME ANCHORS JOINT SEALANT BETWEEN FINISH CEILING L < 2 _W M N IN TYPE AND QUANTITY AS INDICATED BY THE SECTIONS FOR FURTHER INFORMATION. REQUIRED FOR NEW WORK. ::' ,....� �....� �..... ,.._.� �,._...� �....... . ; EXISTING ROOFING SYSTEM AND a a TO COVER CONSTRUCTION JOINT BETWEEN ,f 771 INSULATION - — — — — — J « « ' w CONTRACTOR. L s VERIFY DIMENSION IN FIELD. INSIDE" 1" OUTSIDE 8 TYPICAL EXTERIOR H.M. DOOR JAMB DETAIL AT C.M.U. M Ln FLANGE TO RECEIVE JOINT SEALANT. 0 EXISTING METAL DECK U a 0 METAL CHANNEL SUPPORT AT EXPANSION JOOINT BAFFLE WITH � ENTRANCE TOWER FRAMING COMPRESSIBLE INSULATION AND VERIFY DISTANCE INSULATION RETAINER CUPS IN nELD__4 FILL VOID WITH LOOSE BATT INSULATION SECTION - ROOFING EXPANSION j — 10 JOINT DETAIL AT ENTRANCE TOWER SIDE WALL 3"=1'-0" WALL FURRING. N.I.C., BY T.I. CONTRACTOR F TCH )OR R ED. EXISTING C.M.U. WALL. MODIFY AS REQUIRED FOR NEW DOOR OPENING. TOOTH NEW WORK INTO EXISTING. TOOTH IN NEW C.M.U. JAMB BLOCKS AT THE EDGES OF THE NEW DOOR OPENING, SEE STRUCTURAL DRAWINGS. PROVIDE JAMB BLOCKS WITH SMOOTH, FLUSH FACE. MATCH EXISTING BLOCK. RETURN SHEATHING EXTERIOR DETAILS W 'n \D Z0C4 Issue Date: 170264 z o c'4 PREFINISHED ALUMINUM COLUMN COVER, MATCH WINDOW FRAME FINISH AND GAUGE AT JAMBS. N.I.C., BY S2 M KC O W T.I. CONTRACTOR. a JOINT SEALANT AND BACKER ROD. MATCH DOOR U W L) 0 v FRAME COLOR AT EACH SIDE OF DOOR, COLOR o c� EXTEND 8" ABOVE FINISH CEILING, STOP AT EACH SIDE OF COLUMN ro " VAIRES. « « s N¢ COORDINATE WITH T.I. WORK. PROVIDE ENCLOSURE_ B2 SCHEDULED HOLLOW METAL DOOR AND FRAME, c _ _ SHIM AS REQUIRED. PROVIDE FRAME ANCHORS JOINT SEALANT BETWEEN FINISH CEILING L < 2 _W M N IN TYPE AND QUANTITY AS INDICATED BY THE o MANUFACTURER FOR THE CONDITION. OFFSET PROVIDE 'J' TRIM AT END OFFRAME a a TO COVER CONSTRUCTION JOINT BETWEEN GYPSUM BOARD. N.I.C., BY T.I. 771 FINISH. AT BOTTOM OF COLUMN COVER, 0 « « C.M.U. WALL AND EXTERIOR FINISH MATERIAL. CONTRACTOR. L s VERIFY DIMENSION IN FIELD. INSIDE" 1" OUTSIDE 8 TYPICAL EXTERIOR H.M. DOOR JAMB DETAIL AT C.M.U. PROVIDE (3) SMOOTH, GREASED DOWELS AT EACH SCHEDULED HOLLOW METAL DOOR DOOR OPENING. DOWELS AND FRAME, SHIM AS REQUIRED SCHEDULED SHEATHING OVER 3 5/8" 5.6 SHALL BE #5, 18"L �» METAL STUDS AT 16" O.C. N.I.C., BY T.I. " it -on PROVIDE NEW CONCRETE CONTRACTOR. SLAB TURN -DOWN AT ALL GALVANIZED STEEL COLUMN EW DOOR OPENINGS. CUT SCHEDULED THRESHOLD, SET IN I BACK EXISTING SLAB AS JOINT SEALANT BED FIRE -RETARDANT TREATED WOOD REQUIRED, DOWEL NEW INTO2" BOND BREAK WITH JOINT BLOCKING, SHIM AS REQUIRED. N.I.C,, BY 0, 1 EXISTING. / T.I. CONTRACTOR. ;1 WALL FURRING, BEYOND. SEALANT WALL FURRING. N.I.C., BY T.I. CONTRACTOR. N.I.C., BY T.I. CONTRACTOR. SITE CONCRETE, SLOPED TO DRAIN, FILL METAL STUD CONSTRUCTION AT METAL PROVIDE ADJUSTABLE, WELD -ON ANCHOR BY OTHERS STUD FRAMING WITH BATT INSULATION AS NISH FLOOR SHOWN I RODS AND TRIANGLE TIES AT 24" O.C. 0'_0' ° a ° IIPROVIDE 'J' TRIM AT END OF GYPSUM COLUMN. PROVIDE AT EACH FACE OF a n a a 4 BOARD. N.I.C., BY T.I. CONTRACTOR. 8" C.M.U. WALL, TOOTH IN NEW 4a� R WALL FURRING AT WINDOW SILL BELOW, SMOOTH FACE JAMB BLOCK AT a a . 4. N.I.C., BY T.I. CONTRACTOR. COLUMN. COORDINATE Y ci z �■ n a ° v v JOINT SEALANT AND BACKER ROD. MATCH INSTALLATION WITH ANCHORS. WALL COLOR. N.I.C., BY T.I. CONTRACTOR. .. s1� .� . •'i �i �i " >f if �t �` �( f( n i B.2t t tt ittrTi /t t i i iiia ij n a 1 ,i �, , a; 1, i, if ( 44t tt1 1 44 8" Mil`f: 8" MIN. �, a I I.lt. i... .i �, f...il..i, ...l�. .)" k.,.1�.,.%�,.% .%t 5/8" EXTERIOR GYPSUM 4 1 SHEATHING BOARD OVER i f srl { t t` W a o 6" METAL STUDS. B.1 — — DOWEL SLAB INTO TILT-UPa ° EXISTING CONCRETE/CM.U. ; ) f; ! , CUR. ! °, a PROVIDE DOUBLE STUD t , ° FOUNDATION WALL . CUT DOWN CONCRETE WALL, SEE STRUCTURA. h ' ° a a a e 4AS REQUIRED FOR NEW DOOR AT JAMB. SHIM SHEATHING AS REQUIRED. B "' NOTE: SEE 4/A-2.15 FOR ADDITIONAL { `.s INSIDE OUTSIDE INFORMATION AT BASKETBALL EXTERIOR SCHEDULED WINDOW AND GLAZING 8» 3" E.I.F.S OVER RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER EXIT 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 ADDITIONAL INFORMATION AT KIDS KLUB SIDES. MATCH WINDOW FRAMING COLOR. rT� TYPICAL EXTERIOR H.M. DOOR SILL DETAIL EXTERIOR EXIT DOOR. /,-- 3� WINDOW JAMB/PIER DETAIL (OPPOSITE ENTRY TOWER) STEEL TUBE BEAM, SEE STRUCTURAL FIRE -RETARDANT -TREATED WOOD BLOCKING, CUT TO FIT INTERIOR SOFFIT FRAMING. N.I.C., BY T.I. i IL- E.I.F.S. OVER 2" RIGID FOAM INSULATION OVER CONTRACTOR.I 11\ AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER METAL STUD FRAMING AT 16" O.C.. JOINT SEALANT AND BACKER ROD, MATCH 6", TYP METAL STUD SIZE AS REQUIRED. WINDOW FRAMING COLOR. N.I.C., BY T.I. SCHEDULED WINDOW AND GLAZING, SHIM AS REQUIRED CONTRACTOR. ALUM. CURTAINWALL CONCRETE HEAD AT MAIN ENTRANCE 3"=1'-0" Id 1 10" 5"1 5" I FASTENERS - SHIM AS REQUIRED STEEL COLUMN, SEE STRUCTURAL A-6.1 3"=1'-0" JOINT SEALANT. N.I.C., BY T.I. CONTRACTOR. WOOD SILL CAP. N.I.C., BY T.I. CONTRACTOR. 0'-6" A.F.F. `V WALL FURRING. N.I.C., BY T.I. CONTRACTOR. FINISH FLOOR jI INTERIOR WIDTH AS REQUIRED, 60, TYP. .L .. MATCH WINDOW - FRAME WIDTH i 4 -t SCHEDULED WINDOW AND GLAZING, SHIM AS REQUIRED JOINT SEALANT AND BACKER ROD, MATCH WINDOW FRAMING COLOR 3/4"x3/4" CHAMFER AT OUTSIDE CORNERS, TYP. CAST -IN-PLACE CONCRETE CURB, SEE SLAB PLAN AND STRUCTURAL. AUGN FACE OF WINDOW/CURB WITH OUTSIDE FACE OF v, TILT -UP CONCRETE WALL. SITE CONCRETE, SLOPED TO DRAIN. ELEVATION VARIES. 1/2" BOND BREAK WITH JOINT SEALANT CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL ---- CAST -IN-PLACE CONCRETE FOUNDATION, SEE STRUCTURAL EXTERIOR ALUM. CURTAINWALL CONCRETE CURB AT MAIN ENTRANCE za 3 io J W N E.I.F.S OVER RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER CONT. JOINT SEALANT, 3/8" WIDE. MATCH ALUMINUM PANEL FINISH. EXTRUDED ALUMINUM FINISHING BASE AND FINISHING CAP, BY PANEL MANUFACTURER. PREFINISH TO MATCH PANELS. EXISTING BRICK BASE, BELOW MAINTAIN EXISTING BRICK BASE THROUGH THE TOWER AREA 52 F3 v W " Z � N I U t I i WALL FURRING. N.I.C., BY T.I. CONTRACTOR. REMOVE BRICK BASE AS REQUIRED TO INSTALL NEW CONSTRUCTION. LEAVE END OF DEMOLITION AS -IS, AT EXISTING MORTAR JOINT. EXTERIOR PLAN DETAIL AT ENTRANCE TOWER 3"=1'-0" A-6.1 1 1/2"=1'-0" 3"=1'-0" 1'-8", FACE OF STUD 1'-0", 8 FACE OF STUD FACE OF STUD 7,1 -71 t t T %i ti it tl t ,; �' tT i li t ii .V Rt �, t' 3; 3? 1: S� t t TIM i r — I 8" C.M.U. WALL, TOOTH IN NEW SMOOTH FACE JAMBM BLOCK AT COLUMN. COORDI TE INSTALLATION WITH ANCHORS. PROVIDE ADJUSTABLE, j" CLR- WELD-ON ANCHOR RODS AND TRIANGLE TIES AT 24" O.C. (VERT.). PROVIDE AT EACH FACE OF COLUMN. 30'-2, FACE OF STUD 30'-4 1/40, FINISH FACE NOTE: ALL DETAILS SHOWN ON THIS SHEET ARE FROM THE SHELL PACKAGE. INCLUDED FOR REFERENCE TO EXTERIOR WORK. TI CONTRACTOR IS RESPONSIBLE FOR ALL THE INTERIOR WORK SHOWN IN THESE DETAILS. CONTINUE WALL FURRING AND SHEATHING THROUGH PIER AS SHOWN. ALL RIGID FOAM INSULATION MUST BE COMPLETELY SEPARATED FROM THE INTERIOR OF THE BUILDING WITH A RADIANT BARRIER. N.I.C, BY T.I. CONTRACTOR 5/8" GYPSUM BOARD OVER 3 5/8" METAL STUDS AT 16" O.C. N.I.C., BY T.I. CONTRACTOR. FIRE -RETARDANT TREATED WOOD SHIMS. N.I.C., BY T.I. CONTRACTOR. FIRE -RETARDANT TREATED WOOD BLOCKING. SIZE AS REQUIRED, CUT TO FIT. PROVIDE 'J' TRIM AT END OF GYPSUM BOARD. N.I.C. BY T.I. CONTRACTOR. JOINT SEALANT AND BACKER ROD, TYP. BOTH SIDES. MATCH WALL COLOR. N.I.C., BY T.I. CONTRACTOR. FIRE -RETARDANT TREATED WOOD BLOCKING/SHIMS. SIZE AS REQUIRED. SCHEDULED WINDOW AND GLAZING EXTRUDED ALUMINUM FINISHING BASE AND FINISHING CAP, BY PANEL MANUFACTURER. PREFINISH TO MATCH PANELS. FIRE -RETARDANT WOOD BLOCKING. SIZE AS REQUIRED, CUT TO FIT. GALVANIZED STEEL COLUMN PREFINISHED ALUMINUM PANEL SYSTEM OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6" METAL STUD FRAMING AT 16" O.C. SECURE PANELS TO METAL STUD FRAMING AT 32" O.C. WITH MANUFACTURER'S STANDARD CONCEALED CUP AND SCREW SYSTEM. DO NOT FASTEN TO GYPSUM SHEATHING BOARD. EXPOSED FASTENERS ARE NOT PERMITTED. GALVANIZED STEEL COLUMN FIRE -RETARDANT TREATED WOOD BLOCKING. SIZE AS REQUIRED, CUT TO FIT. EXTRUDED ALUMINUM OUTSIDE CORNER TRIM, BY PANEL MANUFACTURER. PREFINISH TO MATCH PANELS. TYP. ALL OUTSIDE CORNERS. 111\L 1\LIN\V!L\1 ��VVV VLVVI\II�V• VILL /lV 1\LV(V II\LV, VVI IV FIT. EXTERIOR PLAN DETAIL AT ENTRANCE PIER 3"=1'-01, A-6.1 1 1/2"=V-0" OVER 6" METAL STUD FRAMING AT 16" O.C. SECURE PANELS TO METAL STUD FRAMING AT 32" O.C. WITH MANUFACTURER'S STANDARD CONCEALED CUP AND SCREW SYSTEM. DO NOT FASTEN TO GYPSUM SHEATHING BOARD. EXPOSED FASTENERS ARE NOT PERMITTED. f'KtFIN1511 IU MAIGFi I'ANtL�. Il'F'. ALL OUTSIDE CORNERS. EXTERIOR DETAILS W 'n \D Z0C4 Issue Date: 170264 z o c'4 PREFINISHED ALUMINUM COLUMN COVER, MATCH WINDOW FRAME FINISH AND GAUGE Drawn By: S2 M KC O W WALL FURRING AT BASE BELOW. a (MIN.). AT TOP OF COLUMN COVER, U W L) 0 v o c� EXTEND 8" ABOVE FINISH CEILING, STOP AT EACH SIDE OF COLUMN ro " « « s N¢ COORDINATE WITH T.I. WORK. PROVIDE ENCLOSURE_ B2 c _ _ _ JOINT SEALANT BETWEEN FINISH CEILING L < 2 _W M u")AND o i COLUMN COVER, MATCH CEILING a a FINISH. AT BOTTOM OF COLUMN COVER, 0 « « O a L s PROVIDE AN INTEGRAL RECEIVER AND M Ln FLANGE TO RECEIVE JOINT SEALANT. 0 o U a 0 0 � MATCH COLUMN COVER FINISH. o Ff - j — 11 JOINT SEALANT AND BACKER ROD, TYP. " BOTH SIDES. MATCH WINDOW FRAMING COLOR. FACE OF COLUMN ENCLOSURE WHERE HURRICANE AND IMPACT RESISTANT " CURTAINWALL IS INSTALLED CONT. ANCHOR BRACKET. DESIGNED AND COUNTERSUNK, FLUSH SET FASTENERS - PROVIDED BY WINDOW MANUFACTURER. SHIM AS REQUIRED. MATCH COLUMN COVER MATCH WINDOW FRAMING COLOR. FINISH, SCHEDULED WINDOW AND GLAZING, SHIM ALUM. CURTAINWALL AS REQUIRED �5� STEEL COLUMN JAMB AT MAIN ENTRANCE A-6.1 3"=1'-0" JOINT SEALANT. N.I.C., BY T.I. CONTRACTOR. WOOD SILL CAP. N.I.C., BY T.I. CONTRACTOR. 0'-6" A.F.F. `V WALL FURRING. N.I.C., BY T.I. CONTRACTOR. FINISH FLOOR jI INTERIOR WIDTH AS REQUIRED, 60, TYP. .L .. MATCH WINDOW - FRAME WIDTH i 4 -t SCHEDULED WINDOW AND GLAZING, SHIM AS REQUIRED JOINT SEALANT AND BACKER ROD, MATCH WINDOW FRAMING COLOR 3/4"x3/4" CHAMFER AT OUTSIDE CORNERS, TYP. CAST -IN-PLACE CONCRETE CURB, SEE SLAB PLAN AND STRUCTURAL. AUGN FACE OF WINDOW/CURB WITH OUTSIDE FACE OF v, TILT -UP CONCRETE WALL. SITE CONCRETE, SLOPED TO DRAIN. ELEVATION VARIES. 1/2" BOND BREAK WITH JOINT SEALANT CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL ---- CAST -IN-PLACE CONCRETE FOUNDATION, SEE STRUCTURAL EXTERIOR ALUM. CURTAINWALL CONCRETE CURB AT MAIN ENTRANCE za 3 io J W N E.I.F.S OVER RIGID FOAM INSULATION OVER AIR+WEATHER BARRIER CONT. JOINT SEALANT, 3/8" WIDE. MATCH ALUMINUM PANEL FINISH. EXTRUDED ALUMINUM FINISHING BASE AND FINISHING CAP, BY PANEL MANUFACTURER. PREFINISH TO MATCH PANELS. EXISTING BRICK BASE, BELOW MAINTAIN EXISTING BRICK BASE THROUGH THE TOWER AREA 52 F3 v W " Z � N I U t I i WALL FURRING. N.I.C., BY T.I. CONTRACTOR. REMOVE BRICK BASE AS REQUIRED TO INSTALL NEW CONSTRUCTION. LEAVE END OF DEMOLITION AS -IS, AT EXISTING MORTAR JOINT. EXTERIOR PLAN DETAIL AT ENTRANCE TOWER 3"=1'-0" A-6.1 1 1/2"=1'-0" 3"=1'-0" 1'-8", FACE OF STUD 1'-0", 8 FACE OF STUD FACE OF STUD 7,1 -71 t t T %i ti it tl t ,; �' tT i li t ii .V Rt �, t' 3; 3? 1: S� t t TIM i r — I 8" C.M.U. WALL, TOOTH IN NEW SMOOTH FACE JAMBM BLOCK AT COLUMN. COORDI TE INSTALLATION WITH ANCHORS. PROVIDE ADJUSTABLE, j" CLR- WELD-ON ANCHOR RODS AND TRIANGLE TIES AT 24" O.C. (VERT.). PROVIDE AT EACH FACE OF COLUMN. 30'-2, FACE OF STUD 30'-4 1/40, FINISH FACE NOTE: ALL DETAILS SHOWN ON THIS SHEET ARE FROM THE SHELL PACKAGE. INCLUDED FOR REFERENCE TO EXTERIOR WORK. TI CONTRACTOR IS RESPONSIBLE FOR ALL THE INTERIOR WORK SHOWN IN THESE DETAILS. CONTINUE WALL FURRING AND SHEATHING THROUGH PIER AS SHOWN. ALL RIGID FOAM INSULATION MUST BE COMPLETELY SEPARATED FROM THE INTERIOR OF THE BUILDING WITH A RADIANT BARRIER. N.I.C, BY T.I. CONTRACTOR 5/8" GYPSUM BOARD OVER 3 5/8" METAL STUDS AT 16" O.C. N.I.C., BY T.I. CONTRACTOR. FIRE -RETARDANT TREATED WOOD SHIMS. N.I.C., BY T.I. CONTRACTOR. FIRE -RETARDANT TREATED WOOD BLOCKING. SIZE AS REQUIRED, CUT TO FIT. PROVIDE 'J' TRIM AT END OF GYPSUM BOARD. N.I.C. BY T.I. CONTRACTOR. JOINT SEALANT AND BACKER ROD, TYP. BOTH SIDES. MATCH WALL COLOR. N.I.C., BY T.I. CONTRACTOR. FIRE -RETARDANT TREATED WOOD BLOCKING/SHIMS. SIZE AS REQUIRED. SCHEDULED WINDOW AND GLAZING EXTRUDED ALUMINUM FINISHING BASE AND FINISHING CAP, BY PANEL MANUFACTURER. PREFINISH TO MATCH PANELS. FIRE -RETARDANT WOOD BLOCKING. SIZE AS REQUIRED, CUT TO FIT. GALVANIZED STEEL COLUMN PREFINISHED ALUMINUM PANEL SYSTEM OVER AIR+WEATHER BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING BOARD OVER 6" METAL STUD FRAMING AT 16" O.C. SECURE PANELS TO METAL STUD FRAMING AT 32" O.C. WITH MANUFACTURER'S STANDARD CONCEALED CUP AND SCREW SYSTEM. DO NOT FASTEN TO GYPSUM SHEATHING BOARD. EXPOSED FASTENERS ARE NOT PERMITTED. GALVANIZED STEEL COLUMN FIRE -RETARDANT TREATED WOOD BLOCKING. SIZE AS REQUIRED, CUT TO FIT. EXTRUDED ALUMINUM OUTSIDE CORNER TRIM, BY PANEL MANUFACTURER. PREFINISH TO MATCH PANELS. TYP. ALL OUTSIDE CORNERS. 111\L 1\LIN\V!L\1 ��VVV VLVVI\II�V• VILL /lV 1\LV(V II\LV, VVI IV FIT. EXTERIOR PLAN DETAIL AT ENTRANCE PIER 3"=1'-01, A-6.1 1 1/2"=V-0" OVER 6" METAL STUD FRAMING AT 16" O.C. SECURE PANELS TO METAL STUD FRAMING AT 32" O.C. WITH MANUFACTURER'S STANDARD CONCEALED CUP AND SCREW SYSTEM. DO NOT FASTEN TO GYPSUM SHEATHING BOARD. EXPOSED FASTENERS ARE NOT PERMITTED. f'KtFIN1511 IU MAIGFi I'ANtL�. Il'F'. ALL OUTSIDE CORNERS. U.�o J W z aUO� m�LJJ =WOzQy �U�2W z X y a= _ w Z z W O w wwirU)w=w - a � G � M U M W 0 [�WHZ N rwp r-- 0 EXTERIOR DETAILS W 'n \D Z0C4 Issue Date: 170264 z o c'4 A=6* Drawn By: S2 M KC O W LAz a 0 p0 U 0 v o c� 4-J ro " « « s N¢ s U 00 L < 2 _W M o i W 0 « « L s M Ln 0 U a 0 0 � O o U.�o J W z aUO� m�LJJ =WOzQy �U�2W z X y a= _ w Z z W O w wwirU)w=w - a � G � M U M W 0 [�WHZ N rwp r-- 0 EXTERIOR DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=6* Drawn By: Checked By: WB/KC KC O 0 a N 0 Z O Sheet Name: EXTERIOR DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=6* Drawn By: Checked By: WB/KC KC NOTES. 1. USE BRICKS STORED FROM DEMOU11ON 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 20. MAIN E.I.F.S. WALL E.I.F.S. CONTROL JOINT, ALIGN 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 �xWM :!5_1a!1lII T.O. BRICK BAND 4'-O" A.F.F. - V.I.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 JOINT LOCATION. I FINISH FLOOR _ 0 -0 n" Tvn RECESSED E.I.F.S. SURROUND, V -0 - DETAIL ELEVATION AT BRICK BASE AND WINDOW JAMB PREFINISHED ALUMINUM BRAKE METAL PANEL, BEYOND E.I.F.S REVEAL SURROUND, BEYOND E.I.F.S, BEYOND BRICK WE, BEYOND 2" NOTE: ALL DETAILS SHOWN ON THIS SHEET ARE FROM THE SHELL PACKAGE. INCLUDED FOR REFERENCE TO EXTERIOR WORK. TI SCHEDU DCONTRACTOR IS RESPONSIBLE FOR ALL THE PREFINISHED ALUMINUM WINDO METAL PANEL, 1'-6" JNTERIOR WORK SHOWN IN THESE DETAILS. AND G 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 N M B.O. CANOPY T.O. E.I.F.S. REVEAL AL14'� -6"-A.F.F. - - - - — PERIMETER GALVANIZED STEEL CHANNEL FRAME WIRING FOR LIGHT FIXTURES. CONCEAL IN — 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"x3/4" 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'-50 A.F.F. C.L. OF PLATE _ 19'-0" A.F.F. 'n 1 C.L. OF REVEAL _ 18'-7' A.F.F. 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 1" 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 3" r--------------------------- �----------, may\ r — � ? _---a---1 I _�---------}-_L--- II Ir------------------------------------------------------------ --jO I I —i R — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 _ l OhI\ lI \ II II r — — — — ------- I/ — — — — — — I/ 0 _i` -------------------------- I 0---------------------------L----------� ----------------------- — — 77 — — — — — — — — GALVANIZED — — PRIME ALUMINUM AND CONCRETE SURFACES PROVIDE REAR AND SIDE END DAMS, 1'-0" 1'-0" 1'-6" 12'-0" WITH ASPHALT BASED PRIMER AS CONCEAL BEHIND JOINT SEALANT. DAMS RECOMMENDED BY ALUMINUM MANUFACTURER SHALL NOT BE VISIBLE IN FINISH WORK. TO PREVENT CORROSION. SCHEDULED WINDOW AND GLAZING, 6N, TYP. SHIM AS REQUIRED JOINT SEALANT AND BACK ROD. MATCH WINDOW FRAME COLOR. EXTERIOR SEALANT BY INTERIOR WALL FURRING, SEE WALL TYPES 111 7 SHELL CONTRACTOR. INTERIOR SEALANT BY T.I. CONTRACTOR. PROVIDE 'J' TRIM AT END OF GYPSUM BOARD. N.I.C. BY T.I. CONTRACTOR. EXTERIOR WALL CONSTRUCTION SEE WALL SECTIONS AND 0.64MM (22 ) PREFINSIHED I 1`.0. CONCRETE OPENING EXTERIOR DETAILS ALUMINUM BRAKE M ...PANEL. OVER - - I I 0 -6 A.F.F. AIR+WEATHER WRIER OVER (2) Y SEE LD. DRAWINGS FOR FINISHES 7 X » GALVANIZED METAL DECK LAYERS 1/2" FIRE -RETARDANT 2 METAL STUDS AT 24 O.C. WITH R10 RIGID TREATED PLYWOOD SHEATHING OVER " - FOAM INSULATION. DO NOT INSTALL GYPSUM WEATHERPROOF ELECTRIC BOX, MOUNTED TO PERIMETER 6" METAL STUD FRAbING AT 1.6""O.C: '...................... I ` I I ,( BOARD. GYPSUM BOARD BY T.I. CONTRACTOR. CHANNEL FRAME JOINT SEALANT, MATH METAL PANEL C.M.U. WALL, BEYOND COLOR 'I;; WEATHERPROOF DRIVER FOR LED STRIP LIGHT, MOUNTED TO FINISH FLOOR <. PERIMETER CHANNEL FRAME ......................................_............ :.a OIL 0 -0 4 FASTENERS AT 16" O.C. (MAX.). GLAZING PERIMETER GALVANIZED STEEL TUBE FRAME, BELOW CONTRACT& SHALL CONFIRM TYPE, SIZE, FINAL, z SPACING AS PART OF OVERALL WINDOW D�SIGN" - - w PRE -DRILL METAL PANEL, CONFIRM HOLE SIZE WITH C, /A / `7 Co FASTENER SIZE. OVERSIZE HOLE AS REQUIRED TO3 INSTALL FASTENERS. // -<a MITER AND WELD OUTSIDE CORNERS CAST -IN-PLACE CONCRETE PERIMETER GALVANIZED STEEL CHANNEL FRAME SITE CONCRETE, SLOPED TO DRAIN �I " " « , SLAB AND FOUNDATION, SEELED STRIP DOWNLIGHT, BELOW. CENTER ON TUBE FRAMING. 1/2" BOND BREAK WITH JOINT SEALANT q 4» STRUCTURAL ALIGN FACE OF TURN -DOWN WITH CAST -IN-PLACE CONCRETE LED BUILDING UPLIGHT, MOUNTED TO PERIMETER CHANNEL EXISTING C.M.U. FOUNDATION : J STEEL THROUGH BOLTS AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANIZED STEEL PIPE SPACE COLOR BREAK OCCURS HERE " AT STEEL BEAM, COORDINATE BOLT o INSTALLATION WITH BEAM FABRICATION, PRE -DRILL BEAM FOR 5'-0" BOLT INSTALLATION GROUT BLOCK SOLID AT ALL ANCHOR BOLI LOCATIONS IZED STEEL HEADED STUDS. SEAL FLASHING TO HEADED STUDS WITH JOINT SEALANT. GROUT BLOCK SOLID AT ALL ANCHOR BOL LOCATIONS ELECTRIC BOX LOCATION, COORDINATE FINAL LOCATION IN FIELD WITH T.I. WORK. AT OPEN WORK-OUT FLOOR AREAS, LOCATE BOX BEHIND T.I. WORK INTERIOR WOOD BANDS. AT POOL AREA, LOCATE BOX AND WIRING AT AN ACCESSIBLE T.I. WORK CEILING LOCATION - DO NOT EXPOSE BOX IN WALLS OR CEILING OF POOL. - CUT BLOCK ALONG LONG ACCESS TO FIT AT BEAM, GROUT SOLID - INTERIOR WALL FURRING. N.I.C., BY T.I. CONTRACTOR. - GALVANIZED STEEL BEAM+PLATE LINTEL - AT THE STEEL BEAM, PROVIDE ADJUSTABLE, WELD -ON ANCHOR RODS AN TRIANGLE TIES AT 8" O.C. (HORIZ.), TYP. BOTH SIDES OF BEAM. PROVIDE IN EACH ROW OF BEAM B.O. STEEL BEAM/ B.O. MASONRY 14'-0" A.F.F. X. N4 - ;�ll I: I BACKER ROD, MATCH METAL 't llyyy VERTICAL WINDOW FRAMING OCCUR TO THE LM MIDDLE PORTION OF BRICK PIER BEYOND LOCATIONS WHERE THE METAL 8" METAL STUD FRAMING AT 16" — — — — — NI1 — — — — — — — — — — — — — — -- — — — — — — — — — — I — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — ........... .... I- INSULATION AS SHOWN. L— E.I.F.S. BASE BAND BELOW EDGE OF WINDOW OPENING, BELOW I I AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANIZED STEEL1 L EJ.F.S. OVER RIGID FOAM AND BACKER ROD AT OUTSIDE FACE D I I PIPE SPACE■1JOINT OF THE BRICK PIER, TlRMINATE PILASTER AT E SEALANT, TOP AND SIDES ONLY. DO NOTSEAL IS 4'-0" WIDE. VERIFY IN FIELD. WIDTH MAY VARY WITH FIELD L ` ..._..... I,==, FILL AREA WITH RIGID FOAM INSULATION. BOTTOM OF PLATE.8x8x1/2 B.O. E.I.F.S. REVEAL L ( T; , ); -- _ {,._.._--_-.. ::::: �' .._............. ` DEPTH IN FIELD WITH WALL OCCURS AT ALL LOCATIONS WHERE THE METAL T.O. METAL PAN - - STEEL PLAT WITH STEEL THROUGH EXISTING BRICK BASE, BELOW PIER. { " - ••............' '.............VERIFY {. --J CONSTRUCTION. » p p 1 -6 1 -0 1 -0 13 -6 A.F.F. SELF -ADHERED FLEXIBLE SHEET TYPE MASONRY CLEVIS, PIN, AND ANCHOR PLATETHREADED .............. ........� ' JOINT SEALANT AND BACKER RA AIR+WEATHER BARRIER. GALVANIZED STEEL TIE -ROD SUPPORTWITH i .... .`.. U_ GALVANIZED STEEL TURNBUCKLESGALVANIZED O I STEEL CLEVIS, PIN, AND ANCHORPLATE DO NOT INSTALL GYPSUM BOARD. " METAL PANEL OVER AIR+WEATHER BARRIER OVER MATCHIAF E.I.F.S. COLORS. INSULATION .451 I---------------------- M ---— ---- V) (2) LAYERS 1/2" FIRE -RETARDANT TREATED - -- r-------------------------- I ---I■ l -- -- ......._............._..._.-� —___ iI I _�--------------JI--------------- � I --- -- --- ■■lip a --- QOLOR�RE�K OC ISS HEf�E —--- --- EXISTING E.I.F.S. IF EXISTING VERTICAL WINDOW FRAMING OCCURS TO THE RIGHT I NOTE: ORIGINAL DRAWINGS ARE UNCLEAR ON EXISTING ALIGN THIS EDGE OF THE E.I.F.S. ABOVE EXISTING OF THE BRICK PIER, TERMINATE PILASTER AT END OF WINDOW AT MIDPOINT, EXTENT TUBE BELOW CONSTRUCTION THROUGH THIS AREA. REVIEW ALL CONDITIONS IN I OUT TO FACE OF CHANNEL FRAME3'-6" 7'-6" 7'-6" WINDOW 2'-0" 2'-0"19'-0" THE FIELD WITH THE ARCHITECT PRIOR TO PROCEEDING WITH PIER BEYOND. ALIGN WITH BELOW i4� E.I.F.S. DETAIL AT EXISTING WINDOWS/ENTRANCE DEMOLITION OR THE NEW WORK. ADJUSTMENTS MAY BE REQUIRED. E.I.F.S, BEYOND MIDDLE SECTION OF BRICK PIER, NOT THE BASE. EXISTING BRICK WATER TABLE, BELOW "" OVERALL WINDOW DESIGN. PRE -DRILL .......� --.:-.�. o METAL PANEL WITH 7/32" CLEAR HOLES. STEEL COLUMN, BEYOND`•� -�� ��` �"�� "` �~� •- " 'J' B.O. METAL PANEL/ PROVIDE TRIM AT END OF GYPSUM T.O. WINDOW A BOARD. N.I.C., BY T.I. CONTRACTOR. 12'-0" A.F.F. -- JOINT SEALANT AND BACKER ROD, TYP. RETURN METAL PANEL AT WINDOW JAMB. I i MATCH WINDOW FRAME COLOR. EXTERIOR INSTALL OVER ARI+WEATEHR BARRIER AND (1) I SEALANT BY SHELL CONTRACTOR. INTERIOR SEALANT BY T.I. CONTRACTOR. LAYER OF 1/2" FIRE -RETARDANT TREATED I PLYWOOD SHEATHING NOW GROUT BLOCK SOLID AT ALL ANCHOR BOLI LOCATIONS IZED STEEL HEADED STUDS. SEAL FLASHING TO HEADED STUDS WITH JOINT SEALANT. GROUT BLOCK SOLID AT ALL ANCHOR BOL LOCATIONS ELECTRIC BOX LOCATION, COORDINATE FINAL LOCATION IN FIELD WITH T.I. WORK. AT OPEN WORK-OUT FLOOR AREAS, LOCATE BOX BEHIND T.I. WORK INTERIOR WOOD BANDS. AT POOL AREA, LOCATE BOX AND WIRING AT AN ACCESSIBLE T.I. WORK CEILING LOCATION - DO NOT EXPOSE BOX IN WALLS OR CEILING OF POOL. - CUT BLOCK ALONG LONG ACCESS TO FIT AT BEAM, GROUT SOLID - INTERIOR WALL FURRING. N.I.C., BY T.I. CONTRACTOR. - GALVANIZED STEEL BEAM+PLATE LINTEL - AT THE STEEL BEAM, PROVIDE ADJUSTABLE, WELD -ON ANCHOR RODS AN TRIANGLE TIES AT 8" O.C. (HORIZ.), TYP. BOTH SIDES OF BEAM. PROVIDE IN EACH ROW OF BEAM B.O. STEEL BEAM/ B.O. MASONRY 14'-0" A.F.F. EXISTING X. N4 - ;�ll I: I BACKER ROD, MATCH METAL 't llyyy VERTICAL WINDOW FRAMING OCCUR TO THE LM MIDDLE PORTION OF BRICK PIER BEYOND LOCATIONS WHERE THE METAL 8" METAL STUD FRAMING AT 16" — — — — — NI1 — — — — — — — — — — — — — — -- — — — — — — — — — — I — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — ........... .... I- INSULATION AS SHOWN. L— E.I.F.S. BASE BAND BELOW EDGE OF WINDOW OPENING, BELOW I I AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANIZED STEEL1 L EJ.F.S. OVER RIGID FOAM AND BACKER ROD AT OUTSIDE FACE D I I PIPE SPACE■1JOINT OF THE BRICK PIER, TlRMINATE PILASTER AT E SEALANT, TOP AND SIDES ONLY. DO NOTSEAL IS 4'-0" WIDE. VERIFY IN FIELD. WIDTH MAY VARY WITH FIELD L ` ..._..... I,==, FILL AREA WITH RIGID FOAM INSULATION. BOTTOM OF PLATE.8x8x1/2 B.O. E.I.F.S. REVEAL L ( T; , ); -- _ {,._.._--_-.. ::::: �' .._............. ` DEPTH IN FIELD WITH WALL OCCURS AT ALL LOCATIONS WHERE THE METAL T.O. METAL PAN - - STEEL PLAT WITH STEEL THROUGH EXISTING BRICK BASE, BELOW PIER. { " - ••............' '.............VERIFY {. --J CONSTRUCTION. » p p 1 -6 1 -0 1 -0 13 -6 A.F.F. SELF -ADHERED FLEXIBLE SHEET TYPE MASONRY CLEVIS, PIN, AND ANCHOR PLATETHREADED .............. ........� ' JOINT EXISTING X. N4 - ;�ll I: I BACKER ROD, MATCH METAL 't llyyy VERTICAL WINDOW FRAMING OCCUR TO THE LM MIDDLE PORTION OF BRICK PIER BEYOND LOCATIONS WHERE THE METAL 8" METAL STUD FRAMING AT 16" — — — — — NI1 — — — — — — — — — — — — — — -- — — — — — — — — — — I — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — INSULATION AS SHOWN. L— E.I.F.S. BASE BAND BELOW EDGE OF WINDOW OPENING, BELOW I I AT ALL THROUGH BOLTS, PROVIDE 2"DIA. GALVANIZED STEEL1 L EJ.F.S. OVER RIGID FOAM AND BACKER ROD AT OUTSIDE FACE D I I PIPE SPACE■1JOINT OF THE BRICK PIER, TlRMINATE PILASTER AT E SEALANT, TOP AND SIDES ONLY. DO NOTSEAL IS 4'-0" WIDE. VERIFY IN FIELD. WIDTH MAY VARY WITH FIELD PROVIDE METAL STUD BOX BEAM HEADER. o c METAL PANEL COLOR. NOTE: THIS CONDITION BOTTOM OF PLATE.8x8x1/2 w L - -- _ {,._.._--_-.. INSULATION OVER BRICK COURSES, BELOW OCCURS AT ALL LOCATIONS WHERE THE METAL STEEL PLAT WITH STEEL THROUGH EXISTING BRICK BASE, BELOW PIER. { " - ••............' IBOLTSSTEEL SIZE. FILL HEAD WITH BATT INSULATION CONDITION AND EXISTING VERTICAL WINDOW FRAMING LOCATION. PANEL MEETS THE ADJACENT WALL FINISH CLEVIS, PIN, AND ANCHOR PLATETHREADED i ._...;..__' JOINT SEALANT AND BACKER RA AIR+WEATHER BARRIER. GALVANIZED STEEL TIE -ROD SUPPORTWITH i .... .`.. U_ GALVANIZED STEEL TURNBUCKLESGALVANIZED O I STEEL CLEVIS, PIN, AND ANCHORPLATE DO NOT INSTALL GYPSUM BOARD. " METAL PANEL OVER AIR+WEATHER BARRIER OVER MATCHIAF E.I.F.S. COLORS. INSULATION .451 I---------------------- M ---— ---- V) (2) LAYERS 1/2" FIRE -RETARDANT TREATED - -- r-------------------------- I ---I■ l -- -- ......._............._..._.-� —___ iI I _�--------------JI--------------- � I --- -- --- ■■lip a --- QOLOR�RE�K OC ISS HEf�E —--- --- EXISTING E.I.F.S. IF EXISTING VERTICAL WINDOW FRAMING OCCURS TO THE RIGHT I NOTE: ORIGINAL DRAWINGS ARE UNCLEAR ON EXISTING ALIGN THIS EDGE OF THE E.I.F.S. ABOVE EXISTING OF THE BRICK PIER, TERMINATE PILASTER AT END OF WINDOW AT MIDPOINT, EXTENT TUBE BELOW CONSTRUCTION THROUGH THIS AREA. REVIEW ALL CONDITIONS IN I OUT TO FACE OF CHANNEL FRAME3'-6" 7'-6" 7'-6" WINDOW 2'-0" 2'-0"19'-0" THE FIELD WITH THE ARCHITECT PRIOR TO PROCEEDING WITH CURB, DOWEL INTO SLAB. FRAME OUTSIDE c `' „ INSIDE ALIGN BACK EDGE WITH CANOPY PLAN: 3/4"=1'-0" INSIDE FACE OF C.M.U. r3� TYPICAL FRONT WINDOWSILL DETAIL r2_� TYPICAL FRONT WINDOW HEAD AND CANOPY DETAIL AND ENLARGED CANOPY PLAN EXISTING WINDOW FRAMING VERTICAL MEMBER. CONFIRM LOCATION IN FIELD. MODIFY WINDOW FRAMING AS REQUIRED FOR NEW JAMB CONDITION. UTILIZE SALVAGED PIECES FROM WINDOW DEMOLITION. JOINT SEALANT AND BACKER, TYP. BOTH SIDES. MATCH WINDOW FRAME COLOR. 1MNDOW HEAD: 3"=1'-0" CANOPY PLAN: 3/4"=1'-0" 8" C.M.U. WALL INFILL AT TENANT DEMISING WALL. SEE WINDOW OPENING. PROVIDE PLAN FOR LOCATION. WITH HORIZONTAL JOINT REINFORCING AT 16" O.C. WINDOW FRAMING, REMOVE AND DISPOSE PROVIDE METAL STUD 8x8 BOX POST (MIN. SIZE) AT EACH JAMB. METAL STUD CONTRACTOR SHALL DESIGN AT EXISTING COLUMNS, CUT POST BLOCK LENGHTWISE TO PROVIDE 'J' TRIM AT END OF GYPSUM BOARD. INSTALL AROUND COLUMN. 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. io (VERT.). PROVIDE AT EACH FACE OF COLUMN. a UAO a u A " nn A-6.2 / 3"=1'-0" JOINT SEALANT AND BACKER ROD, TYP. MATCH WINDOW FRAME COLOR. EXTERIOR SEALANT BY SHELL CONTRACTOR. INTERIOR SEALANT BY T.I. WINDOW SILL BELOW RETURN METAL PANEL AT WINDOW JAMB. INSTALL OVER ARI+WEATEHR BARRIER AND (1) LAYER OF 1/2" FIRE -RETARDANT TREATED PLYWOOD SHEATHING VAPOR -RETARDER FACED R15 BATT INSULATION. 3/8" MODIFIED TRUSS SCREWS AT 16" D.C. (MAX.). GLAZING CONTRACTOR SHALL CONFIRM FINAL SPACING AS PART OF OVERALL WINDOW DESIGN. PRE -DRILL METAL PANEL WITH 7/32" CLEAR HOLES. 0.64MM (22GA) PREFINSIHED -' 1/2" JOINT SEALANT AND ALUMINUM BRAKE METAL PANEL BACKER ROD, MATCH METAL IF EXISTING VERTICAL WINDOW FRAMING OCCUR TO THE LM MIDDLE PORTION OF BRICK PIER BEYOND LOCATIONS WHERE THE METAL 8" METAL STUD FRAMING AT 16" PANEL MEETS THE ADJACENT O.C. FILL FRAMING WITH BATT WALL FINISH MATERIAL. INSULATION AS SHOWN. L— E.I.F.S. BASE BAND BELOW L EJ.F.S. OVER RIGID FOAM AND BACKER ROD AT OUTSIDE FACE D 1/2" JOINT SEALANT AND BACKER ROD, MATCH OF THE BRICK PIER, TlRMINATE PILASTER AT E D OF BRICK IS 4'-0" WIDE. VERIFY IN FIELD. WIDTH MAY VARY WITH FIELD PROVIDE METAL STUD BOX BEAM HEADER. o c METAL PANEL COLOR. NOTE: THIS CONDITION w L - -- _ {,._.._--_-.. INSULATION OVER BRICK COURSES, BELOW OCCURS AT ALL LOCATIONS WHERE THE METAL I EXISTING BRICK BASE, BELOW PIER. { " - ••............' WITH BRICK MITERS. SIZE. FILL HEAD WITH BATT INSULATION CONDITION AND EXISTING VERTICAL WINDOW FRAMING LOCATION. PANEL MEETS THE ADJACENT WALL FINISH L i ._...;..__' JOINT SEALANT AND BACKER RA AIR+WEATHER BARRIER. �.........� i .... .`.. U_ 0.64MM 22GA PREFINSIHED ALUMINUM BRAKE O I \ DO NOT INSTALL GYPSUM BOARD. " METAL PANEL OVER AIR+WEATHER BARRIER OVER MATCHIAF E.I.F.S. COLORS. INSULATION ICKNESS M ---— ---- V) (2) LAYERS 1/2" FIRE -RETARDANT TREATED ---------- I -- -- -- ......._............._..._.-� -- -- --- -- -- ---` -- --- -- --- -- a --- QOLOR�RE�K OC ISS HEf�E —--- --- EXISTING E.I.F.S. IF EXISTING VERTICAL WINDOW FRAMING OCCURS TO THE RIGHT I NOTE: ORIGINAL DRAWINGS ARE UNCLEAR ON EXISTING ALIGN THIS EDGE OF THE E.I.F.S. ABOVE EXISTING OF THE BRICK PIER, TERMINATE PILASTER AT END OF WINDOW E.I.F.S REVEAL BEYOND CONSTRUCTION THROUGH THIS AREA. REVIEW ALL CONDITIONS IN I PILASTER WITH FACE OF BRICK EXISTING BRICK BASE, WINDOW FRAMING. PILASTER MAY NOT BE FULL WIDTH OF BRICK PIER. THE FIELD WITH THE ARCHITECT PRIOR TO PROCEEDING WITH PIER BEYOND. ALIGN WITH BELOW i4� E.I.F.S. DETAIL AT EXISTING WINDOWS/ENTRANCE DEMOLITION OR THE NEW WORK. ADJUSTMENTS MAY BE REQUIRED. E.I.F.S, BEYOND MIDDLE SECTION OF BRICK PIER, NOT THE BASE. EXISTING BRICK WATER TABLE, BELOW A-6.2 / 3"=1'-0" JOINT SEALANT AND BACKER ROD, TYP. MATCH WINDOW FRAME COLOR. EXTERIOR SEALANT BY SHELL CONTRACTOR. INTERIOR SEALANT BY T.I. WINDOW SILL BELOW RETURN METAL PANEL AT WINDOW JAMB. INSTALL OVER ARI+WEATEHR BARRIER AND (1) LAYER OF 1/2" FIRE -RETARDANT TREATED PLYWOOD SHEATHING VAPOR -RETARDER FACED R15 BATT INSULATION. 3/8" MODIFIED TRUSS SCREWS AT 16" D.C. (MAX.). GLAZING CONTRACTOR SHALL CONFIRM FINAL SPACING AS PART OF OVERALL WINDOW DESIGN. PRE -DRILL METAL PANEL WITH 7/32" CLEAR HOLES. 0.64MM (22GA) PREFINSIHED -' 1/2" JOINT SEALANT AND ALUMINUM BRAKE METAL PANEL BACKER ROD, MATCH METAL OVER AIR+WEATHER BARRIER OVER PANEL COLOR. NOTE: THIS (2) LAYERS 1/2' FIRE -RETARDANT CONDITION OCCURS AT ALL TREATED PLYWOOD SHEATHING OVER LOCATIONS WHERE THE METAL 8" METAL STUD FRAMING AT 16" PANEL MEETS THE ADJACENT O.C. FILL FRAMING WITH BATT WALL FINISH MATERIAL. INSULATION AS SHOWN. I' 1'-6" 1 TYPICAL FRONT WINDOW JAMB DETAIL A-6.2 3"=1'-0" _ _ = FLASHING. TURN DOWN AT FACE OF WALL INTO DRAINAGE PLANE OF E.I.F.S. EXTEND DOWN INTO DRAINAGE SLOT 1" MIN. » 3/8 DRAINAGE SLOT. PROVIDE WITH JOINT SEALANT AND BACKER ROD, MATCH E.LF.S• COLOR. INSTALL WEEP TUBES IN SEALANT AT 16" O.C. AND (1) TUBE EACH LOCATED 3" FROM > I I I I I 170264 �. L..._..., - .........._.........�..... ; ....::` ' �. `-.......`.... ............ , ,`.`...::: c: • ...,. i ' �:.~;...... 3/8" MODIFIED TRUSS SCREWS AT 16" O.C. (MAX.). GLAZING CONTRACTOR SHALL CONFIRM FINAL SPACING AS PART OF OVERALL WINDOW DESIGN. PRE -DRILL E.I.F.S. BASE BAND, BELOW .............. KC PROVIDE CONTROL JOINT IN E.IF.S. AT EACH END OF THE WINDOW. AND WEEP TUBES ALL MASONRY CONTROL JOINT I' LOCATIONS. PROVIDE JOINT SEALANT " AND BACKER ROD AT OUTSIDE FACE D 1/2" JOINT SEALANT AND BACKER ROD, MATCH I 3+1O -----------:-:..::: _;\ %` PROVIDE METAL STUD BOX BEAM HEADER. o c METAL PANEL COLOR. NOTE: THIS CONDITION w L - -- _ {,._.._--_-.. METAL STUD CONTRACTOR TO DESIGN BEAh BRICK COURSES, BELOW OCCURS AT ALL LOCATIONS WHERE THE METAL I EXISTING BRICK BASE, BELOW �, ? { " - ••............' WITH BRICK MITERS. SIZE. FILL HEAD WITH BATT INSULATION TO MAIN WALL E.I.F.S. PANEL MEETS THE ADJACENT WALL FINISH L i ._...;..__' AS SHOWN. MATERIAL. �.........� i .... .`.. U_ 0.64MM 22GA PREFINSIHED ALUMINUM BRAKE O I \ DO NOT INSTALL GYPSUM BOARD. " METAL PANEL OVER AIR+WEATHER BARRIER OVER I ................. i N ............. ' M GYPSUM BOARD BY T.I. CONTRACTOR. V) (2) LAYERS 1/2" FIRE -RETARDANT TREATED L, I r ............. ......._............._..._.-� U PLYWOOD SHEATHING OVER 8" METAL STUD Q N I a � __. o FRAMING AT 16" O.C. I 3/8" MODIFIED TRUSS SCREWS AT 16" E.I.F.S REVEAL BEYOND I ...r " ``. r.:;.... .`_._.......... ' O.C. (MAX.). GLAZING CONTRACTOR SHALL �..._....% I....._..`"" ' CONFIRM FINAL SPACING AS PART OF E.I.F.S, BEYOND Li I "" OVERALL WINDOW DESIGN. PRE -DRILL .......� --.:-.�. o METAL PANEL WITH 7/32" CLEAR HOLES. STEEL COLUMN, BEYOND`•� -�� ��` �"�� "` �~� •- " 'J' B.O. METAL PANEL/ PROVIDE TRIM AT END OF GYPSUM T.O. WINDOW A BOARD. N.I.C., BY T.I. CONTRACTOR. 12'-0" A.F.F. -- JOINT SEALANT AND BACKER ROD, TYP. RETURN METAL PANEL AT WINDOW JAMB. I i MATCH WINDOW FRAME COLOR. EXTERIOR INSTALL OVER ARI+WEATEHR BARRIER AND (1) I SEALANT BY SHELL CONTRACTOR. INTERIOR SEALANT BY T.I. CONTRACTOR. LAYER OF 1/2" FIRE -RETARDANT TREATED I PLYWOOD SHEATHING I SCHEDULED WINDOW AND GLAZING METAL PANEL, BEYOND 1" 3" 6" WINDOW HEAD AND CANOPY SECTION: 3"=1'-0" PROVIDE ADJUSTABLE, WELD -ON 3 5/8" METAL STUD FRAMING AT 16" O.C., ANCHOR RODS AND TRIANGLE TIES MAX. WITH R11 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 44 GALZVANIZED THAT POINT. DO NOT INSTALL GYPSUM BOARD. STEEL COLUMN GYPSUM BOARD BY T.I. CONTRACTOR. 7- 4" CUT BLOCK ALONG LONG ACCESS TO PERMIT INSTALLATION AROUND STEEL COLUMN. COLOR BREAK OCCURS HERE 1'—D" I I I MITER WATER TABLE AND 1 ROWLOCK BRICK COURSES. —� RETURN ALL BRICK BACK 5/A-6.2 2'-0" TYP. SEE P�STO EXISTING C.M.U. WALL. 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 ii INDICATED OTHERWISE. BY T.I. CONTRACTOR. o a t A O � e nR Q . . a " \ ' E.I.F.S. OVER RIGID FOAM INSULATION > OVER AIR+WEATHER BARRIER. 170264 INSULATION THICKNESS VARIES. O c14 A=602 Drawn By: E.I.F.S. BASE BAND, BELOW ' M M KC PROVIDE CONTROL JOINT IN E.IF.S. AT W o ALL MASONRY CONTROL JOINT LOCATIONS. PROVIDE JOINT SEALANT AND BACKER ROD AT OUTSIDE FACE D 3 0 V 3+1O OF CONTROL JOINT, MATCH E.I.F.S. o c COLOR. w L EXISTING WATER TABLE AND ROWLOCK S Ln BRICK COURSES, BELOW V2-0 W EXISTING BRICK BASE, BELOW L MITER E.I.F.S. BASE BAND TO ALIGN WITH BRICK MITERS. RETURN BACK TO MAIN WALL E.I.F.S. WALL. �0 J O O �W�WW z aVO > w 0 U)W co IWzOLn� ®vW�� �a= Z O aW=�W—ZWOL— WW C � W W IL w~aN�5s0 w Uj LU x�U55;i_>.0►- pwpH 3 EXTERIOR DETAILS Z OM b Issue Date: 170264 z O c14 A=602 Drawn By: N ' M M KC W o 4-Jrr D 3 0 V 3+1O C o c w L S Ln � V2-0 W L y M 0 L LU U_ O N " L V W M V) L, ui o U O Q N a � O o �0 J O O �W�WW z aVO > w 0 U)W co IWzOLn� ®vW�� �a= Z O aW=�W—ZWOL— WW C � W W IL w~aN�5s0 w Uj LU x�U55;i_>.0►- pwpH 3 Sheet Name: EXTERIOR DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=602 Drawn By: Checked By: WB/KC KC C � a■ U_ Li o Sheet Name: EXTERIOR DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=602 Drawn By: Checked By: WB/KC KC UNE OF CONSTRUCTION AT 0 FACE OF ARCADE - SEE CYTONS FACE OF WALL NM 1. LADDER AND ACCESSORIES SHALL BE HOT DIPPED GALVANIZED AND SHOP PRIMED. FINISH COATS SHALL BE FIELD PAINTED. 2. ALL GALVANIZING DRAINAGE HOLES SHALL BE SHOP -FILLED. AT EACH SIDE OF THE LADDER TYPICAL EXTERIOR SOFFIT AND VENT DETAIL 3 -1-0 ROOF - FRAMING SEE STRUCTURAL EXTERIOR WALL CONSTRUCTION - SEE SECTIONS ROOF FLASHING OVER ROOF MEMBRANE OVER 2x6 FlRE-RETARDENT-TREATED WOOD BLOCKING. BLOCKING SHALL BE 10"L, CENTERED ON EACH FOOT, MIN. �Q V� O� CONT. JOINT SEALANT FIRE -RETARDANT -TREATED INSULATED STEEL ACCESS `- EIFS SOFFIT OVER 2" RIGID AND BACKER ROD WOOD BLOCKING - SIZE AS PANEL - PAINT TO MATCH INSULATION OVER 5/8" REQUIRED TO ANCHOR EIFS COLOR GYPSUM SHEATHING BOARD ACCESS PANEL OVER METAL SOFFIT FRAMING, TYPICAL. INSULATION THICKNESS MAY VARY, SEE SECTIONS. 12 TYPICAL EXTERIOR ACCESS PANEL DETAIL FULLY INSULATED ROOF HATCH AND CURB. HATCH HAL BE SHOP PRIMED AND FIELD PAINTED. BILCO LADDER UP SAFETY POST, OR EQUAL 2x6 FLEXIBLE FLASHING ADHERED WITH MASTIC - BY ROOF PLAN FOR R VALUE. ROOFING MANUFACTURER. SEAL TOP OF OF SHOP HOT -DIP GALVANIZE AND SHOP PRIME FLASHING WITH MANUFACTURER RECOMMENDED FIRE -RETARDANT -TREATED JOINT SEALANT. IF REQUIRED, PROVIDE FIRE MANUFACTURER. SEAL JOINT BETWEEN G AND RETARDANT TREATED PLYWOOD BUILD OUT FOR ROOF MEMBRANE WITH MANUFACTURER OMMENDED NON -TUBE OR NON -PIPE SHAPES. CONT. JOINT SEALANT AND BACKER ROD, W 0 3/8" WIDE. TYP. ALL EDGES. EXTERIOR WALL CONSTRUCTION - SEE r CONT. SEALANT PERIMETER OF ROOF ROOF MEMBRANE OVER RIGID FOAM INSULATION 2x6 -RETARDANT-TREATED WOOD BLOCKING AT OVER METAL ROOF DECK. SEE ROOF PLAN FOR BOTTOM OF STEEL LINTEL INSULATION R VALUE. SEE STRUCTURAL DRAWINGS HATCH FOR ROOF FRAMING, ADDITIONAL OPENING FRAMING ALIGN MAY BE REQUIRED. w PRE -FINISHED ALUMINUM GUTTER - COORDINATE HANGING STRAP TYPE WITH ROOFING MANUFACTURER FLASHING WITH MANUFACTURER EIFS SOFFIT OVER 2" RIGID INSULATION METAL ROOF DECK - SEE STRUCTURAL ` OVER 5/8" GYPSUM SHEATHING BOARD CONTRACTOR SHALL COORDINATE ALL WALL OVER METAL SOFFIT FRAMING, TYPICAL. BLOCKING/FRAMING FOR WALL ANCHOR SUPPORTS INSULATION THICKNESS MAY VARY, SEE « SECTIONS. XIBLE FLASHING ADHERED WITH MASTIC - BY PREFINISHED ALUMINUM SOFFIT VENT AT EXTERIOR WALLS WITH EXTERIOR GYPSUM SHEATHING PLYWOOD SHEATHING AT BOARD, PROVIDE 3/4" FIRE -RETARDANT -TREATED PLYWOOD ROOFING MANUFACTURER. SEAL TOP OF OF BLOCKING INSIDE WALL CONSTRUCTION FOR FULL LADDER PIPES MAY BE INSULATED - SEE PLUMBING AND HEIGHT. PLYWOOD SHALL EXTEND 20" MIN. HORIZONTALLY, AT EACH SIDE OF THE LADDER TYPICAL EXTERIOR SOFFIT AND VENT DETAIL 3 -1-0 ROOF - FRAMING SEE STRUCTURAL EXTERIOR WALL CONSTRUCTION - SEE SECTIONS ROOF FLASHING OVER ROOF MEMBRANE OVER 2x6 FlRE-RETARDENT-TREATED WOOD BLOCKING. BLOCKING SHALL BE 10"L, CENTERED ON EACH FOOT, MIN. �Q V� O� CONT. JOINT SEALANT FIRE -RETARDANT -TREATED INSULATED STEEL ACCESS `- EIFS SOFFIT OVER 2" RIGID AND BACKER ROD WOOD BLOCKING - SIZE AS PANEL - PAINT TO MATCH INSULATION OVER 5/8" REQUIRED TO ANCHOR EIFS COLOR GYPSUM SHEATHING BOARD ACCESS PANEL OVER METAL SOFFIT FRAMING, TYPICAL. INSULATION THICKNESS MAY VARY, SEE SECTIONS. 12 TYPICAL EXTERIOR ACCESS PANEL DETAIL FULLY INSULATED ROOF HATCH AND CURB. HATCH HAL BE SHOP PRIMED AND FIELD PAINTED. BILCO LADDER UP SAFETY POST, OR EQUAL 2x6 EXTERIOR DETAILS ROOF PLAN FOR R VALUE. AT METAL STUD/GYPSUM SHEATHING BOARD SHOP HOT -DIP GALVANIZE AND SHOP PRIME INTEGRAL FLASHING IN ROOF CURB FIRE -RETARDANT -TREATED PLYWOOD SHEATHING BEHIND ALL WALL MANUFACTURER. SEAL JOINT BETWEEN G AND FLASHING. MATCH GYPSUM SHEATHING ROOF MEMBRANE WITH MANUFACTURER OMMENDED FLEXIBLE FLASHING ADHERED WITH WOOD BLOCKING AT W 0 DRAIN HOLES. FINISH PAINT STEEL IN EXTERIOR WALL CONSTRUCTION - SEE r MASTIC - BY ROOFING PERIMETER OF ROOF CONT. JOINT SEALANT, ES OF PENETRATION 2x6 -RETARDANT-TREATED WOOD BLOCKING AT ��. I> ,(...�, {' ; ; OF ROOF MANUFACTURER. SEAL TOP OF OF HATCH > c ROOFING MEMBRANE AT SKYLIGHT LOCATIONS, I NOR PRE -FINISHED ALUMINUM GUTTER - COORDINATE HANGING STRAP TYPE WITH ROOFING MANUFACTURER FLASHING WITH MANUFACTURER FOR ROOF FRAMING, ADDITIONAL OPENING FRAMING FACE OF CURB IS SHED IN �I { ,....� ,....t ,....r J ( MAY BE REQUIRED. r STRAL DRAWINGS RECOMMENDED JOINT SEALANT. IF 1/2" FINISH GRADE « FILL VOIDS BETWEEN PIPE AND INSULATION WITH XIBLE FLASHING ADHERED WITH MASTIC - BY CD REQUIRED, PROVIDE FIRE RETARDANT PLYWOOD SHEATHING AT ° ROOFING MANUFACTURER. SEAL TOP OF OF FIRE -RET -TREATED PIPES MAY BE INSULATED - SEE PLUMBING AND ARE -RETARDANT -TREATED PLYWOOD TREATED PLYWOOD BUILD OUT FOR PERIMETER OF ROOF NOTE: ALL VENTS SHALL BE LOCATED A UP FULL HEIGHT OF 2"Wx1/4"THK STEEL SIDE HEIGHT OF FLASHING AND COUNTER JOINT SEALANT. IF REQUIRED, PROVIDE FIRE NON TUBE OR NON PIPE SHAPES. HATCH s 6" v RETARDANT TREATED PLYWOOD BUILD OUT FOR RAILS. ROUND TOP SIDE z L VO NON -TUBE OR NON -PIPE SHAPES. MIN. RAIL. RAIL SHALL EXTEND TO MASONRY WALLS ROOF MEMBRANE OVER RIGID FOAM TYPICAL WALL FLASHING DETAIL 00 „ FLOOR BELOW. OVER METAL ROOF DECK. SEE ROOF PLAN FOR INSULATION R VALUE. SEE STRUCTURAL DRAWINGS INSULATION OVER METAL ROOF DECK. .{ } , , .; s y ��...�' ,...;FOR ROOF ADDITIONAL OPENING FRAMING TNG, o ' SEE ROOF PLAN FOR INSULATION R SCHEDULED WALL -SEE WALL TYPES > �"• ;• o " 24 WIDE STEEL LADDER =r- v a s `4 •' VALUE. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING, ADDITIONAL � CvO o«¢ OPENING FRAMING MAY BE CONTRACTOR SHALL _ _ _ _ REQUIRED. COORDINATE ALL WALL BLOCKING/FRAMING FOR 2"Wx1/4" BENT STEEL PLATE METAL ROOF DECK -SEE WALL ANCHOR SUPPORTS WALL ANCHORS AT 6FT O.C. STRUCTURAL MAX. ROOF OPENING FRAMING - SEE PROVIDE 3/4" -- -----------� 1 "D SLIP -RESISTANT STEEL 'IDU -R12" STRUCTURAL FIRE -RETARDANT -TREATED ROD I D.C.PLYWOOD LADDERS OVER 20FT IN HEIGHT, BLOCKING 7" PROVIDE OSHA COMPLIANT STEEL INSIDE WALL MIN. I STRAP SAFETY CAGE. BOTTOM OF CONSTRUCTION FOR CAGE SHALL BE 8'-0" A.F.F. FULL LADDER HEIGHT. CONTRACTOR SHALL CONFIRM PLYWOOD SHALL EXTEND SECTION HEIGHTS DURING BIDDING. 20' MIN. HORIZONTALLY, AT EACH SIDE OF THE LADDER S( MIN. (3) CONT. 2x6 FIRE -RETARDANT -TREATED WOOD BLOCKING SECURED BETWEEN (2) 18 GA. METAL STUDS. CONTRACTOR SHALL COORDINATE BLOCKING REQUIREMENTS WITH FABRICATOR 2%1/4" GALV. BENT STEEL PLATE WALL ANCHORS AT 6FT O.C. MAX. 2"Wx1/4-THK GALV. STEEL SIDE RAILS. ROUND TOP SIDE RAIL RAIL SHALL EXTEND TO FLOOR BELOW. 1 "D SUP -RESISTANT GALV. STEEL FIRE -RETARDANT -TREATED PLYWOOD \ - - -- ROD AT 12" O.C. BLOCKING INSIDE WALL CONSTRUCTION FOR FULL LADDER HEIGHT. PLYWOOD �� PLAN SHALL EXTEND 20" MIN. HORIZONTALLY, AT EACH SIDE OF THE LADDER NOTE: PROVIDE ACCESS LADDER AND WALL CONSTRUCTION ONLY. FOR LADDERS OVER 20FT IN HEIGHT, ROOF ACCESS HATCH BY SHELL PROVIDE OSHA COMPLIANT STEEL STRAP CONTRACTOR. SAFETY CAGE. BOTTOM OF CAGE SHALL BE 8'-0" A.F.F. CONTRACTOR SHALL CONFIRM HEIGHTS DURING BIDDING. rl1 TYPICAL ROOF HATCH AND ROOF ACCESS LADDER DETAIL W V) ROOF HING AND MEMBRANE OVER RE -RETARDANT -TREATED WOOD 1 1/2"D GAILY. STEEL IPE, RETURN co TO STEEL SIDE RAI 2"Wx1/4"THK G V. STEEL SIDE RAILS. ROUN TOP SIDE RAIL. RAIL SHALL EXTE TO FLOOR BELOW. AT TOP OF LADDER -FLARE RAIL EXTENSI TO 30" WIDE. w P EFINISHED ALUMINUM ROOF DGE TERMINATION - SEE DETAIL THIS SHEET 7" 24" WIDE GALV. STEEL LADDER MIN. CONT. PREFINISHED ALUMINUM GUTTER AT ROOF EDGE 2"Wx1/4" GALV. BENT STEEL PLATE WALL ANCHORS AT 4FT O.C. MAX. SEAL AND FLASH WALL ANCHORS PER ROOFING MANUFACTURER'S RECOMMENDATIONS. 'I'D SUP -RESISTANT GALV. STEEL ROD AT 12" O.C. DOUBLE GALV. BENT STEEL PLATE FEET, 2"Wx1/4" THICK, VERT. AND HORIZ. LEG SHALL BE 4" MIN., EACH WAY. DO NOT BOLT INTO ROOF MEMBRANE. SECTION 3" MIN. 20" MIN. ROOF DECK MIN. 400/16" STEEL TUBE IN WALL WITH 5x8x3/16" STEEL PLATE WELDED TO STRUCTURE ABOVE AND BELOW WITH CONT. 3/16" FILLET WELD. COORDINATE PLATE SIZES WITH STRUCTURAL FRAMING. AT EXTERIOR WALLS WITH EXTERIOR GYPSUM SHEATHING BOARD, PROVIDE 5/8' FIRE -RETARDANT TREATED PLYWOOD SHEATHING BEHIND LADDER FOR FULL LADDER HEIGHT. PLYWOOD SHALL EXTEND 20" MIN. HORIZONTALLY, AT EACH SIDE OF THE LADDER ROOF MEMBRANE AT FACE OF WALL LINE OF GUTTER 2"Wx1/4" GALV. BENT STEEL PLATE WALL ANCHORS AT 6FT O.C. MAX. 2"Wx1/4"THK GALV. STEEL SIDE RAILS. ROUND TOP SIDE RAIL. RAIL SHALL EXTEND TO FLOOR BELOW. DOUBLE GALV. BENT STEEL PLATE FEET (BELOW), 2"Wx1/4" THICK, VERT. AND HORIZ. LEG SHALL BE 4" MIN., EACH WAY. DO NOT BOLT INTO ROOF MEMBRANE. 1 "D SUP -RESISTANT GALV. STEEL ROD AT 12" O.C. BLOCKING CURB BELOW PLAN 10 TYPICAL EXTERIOR ROOF LADDER DETAIL EXTERIOR WALL CONSTRUCTION, SEE SECTIONS AND STRUCTURAL INTERIOR WALL CONSTRUCTION, PROVIDE CONT. MASTIC BED AND JOINT SEALANT AT PEWW6N SEE WALL TYPES OVE S ROOF DRAIN AND METAL LAMB E, SEE FLOOR PLANS AND PLUMBING. PROVIDE IRD SCREEN. CONCRETE SLAB, SEE — STRUCTURAL EXTERIOR GRADE f• Sp q v - O Q r ' PROVIDE CONT. MASTIC BED AND JOINT SEALANT AT " PENETRATION THROUGH FOUNDATION SLAB INSULATION ROOF DRAIN LINE, SEE FLOOR PLANS AND PLUMBING NOTE: ALL ROOF DRAIN AND OVERFLOW ROOF DRAIN LINES ARE TO BE CONCEALED WITHIN WALL CONSTRUCTION INSIDE THE BUILDING. EXPOSED PIPES SHALL NOT BE PERMITTED. �9� TYPICAL ROOF DRAIN LINE EXIT DETAIL WIRE / CABLE - SEE ELECTRICAL DRAWINGS ROOF GOOSENECK PENETRATION FOR WIRE / CABLE. SECURE TO DECK PER MANUFACTURER'S RECOMMENDATIONS. FLEXIBLE FLASHING ADHERED WITH MASTIC - BY ROOFING MANUFACTURER. SEAL TOP OF OF FLASHING WITH MANUFACTURER RECOMMENDED JOINT SEALANT. STAINLESS STEEL CLAMPING RING PREMOLDED PIPE BOOT ADHERED TO ROOF MEMBRANE AND FLEXIBLE FLASHING WITH MASTIC - BY ROOF MANUFACTURER. SEAL TOP AND BOTTOM OF OF BOOT WITH MANUFACTURER RECOMMENDED JOINT SEALANT. ROOF MEMBRANE OVER RIGID FOAM INSULATION OVER METAL ROOF DECK. SEE ROOF PLAN FOR INSULATION R VALUE. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING, ADDITIONAL OPENING FRAMING MAY BE REQUIRED. FILL VOIDS BETWEEN PIPE AND INSULATION WITH PLENUM RATED FOAMED -IN-PLACE INSULATION GOOSENECK SUPPORT AT ROOF DECK "81 TYPICAL ROOF GOOSENECK PENETRATION DETAIL 3 3"=1'-0" ROOF DRAIN GENERAL SHEET NOTES 1. THESE NOTES APPLY TO ALL ROOF DETAILS IN THE DRAWINGS. 1. ROOFING DETAIL SHOWN IS TO SHOW GENERAL PENETRATION CONDITIONS THAT OCCUR. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL PENETRATION CONDITIONS THAT MAY OCCUR WITH THE SUBCONTRACTORS AND THE ROOFING MANUFACTURER. 2. CLOSE ALL VOIDS BETWEEN ROOF INSULATION AND PENETRATION WITH PLENUM RATED FOAMED -IN-PLACE INSULATION. OVERFLOW ROOF DRAIN ROOF FLASHING SET IN MASTIC OVER ROOF MEMBRANE OVER RIGID FOAM INSULATION. ROOF DRAIN - SEE MECHANICAL SEE ROOF PLAN FOR R VALUE. FLASH AND SEAL JUNCTURE AT ROOFING SYSTEM AND DRAINS PER ROOFING T �SGD MANUFACTURER'S RECOMMENDATIONS A01 OVERFLOW ROOF DRAIN INVERT 2" ABOVE ADJACENT ROOF DRAIN 12 .-; 6 6 ,...., ,. ROOF DRAIN SUMP RECEIVER PAN L� \ 1 REFER TO PLUMBING DRAWINGS FOR DRAIN PIPE SIZE TYPICAL ROOF DRAIN DETAILLl Li PIPE INSULATION -SEE PLUMBING DRAWINGS 3"=1'-0" ROOF MEMBRANE OVER RIGID FOAM INSULATION. SEE EXTERIOR DETAILS ROOF PLAN FOR R VALUE. AT METAL STUD/GYPSUM SHEATHING BOARD SHOP HOT -DIP GALVANIZE AND SHOP PRIME WALLS, PROVIDE FIRE -RETARDANT -TREATED FLEXIBLE FLASHING SET IN MASTIC - BY ROOF PLYWOOD SHEATHING BEHIND ALL WALL MANUFACTURER. SEAL JOINT BETWEEN G AND FLASHING. MATCH GYPSUM SHEATHING ROOF MEMBRANE WITH MANUFACTURER OMMENDED BOARD THICKNESS. JOINT SEALANT. W 0 DRAIN HOLES. FINISH PAINT STEEL IN EXTERIOR WALL CONSTRUCTION - SEE r SECTIONS AND DETAILS PRE -FINISHED INUM ROOF EDGE TERMINATION CONT. JOINT SEALANT, ES OF PENETRATION 2x6 -RETARDANT-TREATED WOOD BLOCKING AT ��. I> ,(...�, {' ; ; OF ROOF LAP FLASHING OVER EDGE AND ONTO VERTICAL �o > c ROOFING MEMBRANE AT SKYLIGHT LOCATIONS, I NOR PRE -FINISHED ALUMINUM GUTTER - COORDINATE HANGING STRAP TYPE WITH ROOFING MANUFACTURER STRUCTU STEEL ROOF PENETRATION - SEE EXTERIOR WALL CONSTRUCTION - SEE ARCHITECTURAL SECTIONS AND STRUCTURAL �- ROOF FRAMING - SEE STRUCTURAL PRE FINISHED ALUMINUM DOWNSPOUT, PROVIDE " t ELBOW DISCHARGE TO ROOF BELOW. CONTRACTOR SHALL PROVIDE CONCRETE SPLASHBLOCK INSTALLED OVER ROOFING WALKWAY PAD. AT EXTERIOR WALLS WITH EXTERIOR GYPSUM SHEATHING BOARD, PROVIDE 3/4" FIRE -RETARDANT -TREATED ROOF DECK - SEE 5" 1 " PLYWOOD BLOCKING INSIDE WALL CONSTRUCTION AT STRUCTURAL GUTTER AND DOWNSPOUT LOCATIONS. COORDINATE WIDTHS WITH LOCATIONS AND ATTACHMENT REQUIREMENTS. 6� TYPICAL ROOF EDGE, GUTTER, AND DOWNSPOUT DETAIL A-6.3 / 3"=1'-0" FILL VOIDS BETWEEN STRUCTURAL FRAMING AND INSULATION WITH PLENUM RATED FOAMED -IN-PLACE INSULATION TYPICAL STRUCTURAL STEEL ROOF PENETRATION DETAIL 3"=1'-0" ROOF PIPE PENETRATION. SEE PLUMBING AND EXTERIOR DETAILS MECHANICAL DRAWINGS - SEE ARCHITECTURAL WALL SHOP HOT -DIP GALVANIZE AND SHOP PRIME - SEE ARCHITEC WALL } ROOFING MANUFACTURER. SEAL TOP OF OF A=603 FLASHING WITH MANUFACTURER RECOMMENDED EXTERIOR STEEL. SHOP PLUG ALL GALVANI JOINT SEALANT. REGLET INTO CONCRETE WALL " STAINLESS STEEL CLAMPING RING W 0 DRAIN HOLES. FINISH PAINT STEEL IN THE 8" CLEAR DIMENSION r > : , c Li CONT. JOINT SEALANT, ES OF PENETRATION OF OF BOOT WITH MANUFACTURER RECOMMENDED ��. I> ,(...�, {' ; ; 4 STAINLESS STEEL PING RING > c OVER METAL ROOF DECK. SEE ROOF PLAN FOR AT SKYLIGHT LOCATIONS, I NOR INSULATION R VALUE. SEE STRUCTURAL DRAWINGS STRUCTU STEEL ROOF PENETRATION - SEE FOR ROOF FRAMING, ADDITIONAL OPENING FRAMING FACE OF CURB IS SHED IN �I { ,....� ,....t ,....r J ( MAY BE REQUIRED. r STRAL DRAWINGS GYPSUM B REFER TO I « FILL VOIDS BETWEEN PIPE AND INSULATION WITH XIBLE FLASHING ADHERED WITH MASTIC - BY CD — — — — — — — — — — — — OF THE SKYLIGHT. AND LOCATIONS. ROOFING MANUFACTURER. SEAL TOP OF OF FIRE -RET -TREATED PIPES MAY BE INSULATED - SEE PLUMBING AND ARE -RETARDANT -TREATED PLYWOOD - \ MECHANICAL FLASHING WITH MANUFACTURER RECOMMENDED NOTE: ALL VENTS SHALL BE LOCATED A UP FULL HEIGHT OF MINIMUM OF 10'-0" FOR ALL MECHANICAL HEIGHT OF FLASHING AND COUNTER JOINT SEALANT. IF REQUIRED, PROVIDE FIRE I TYPICAL EQUIPMENT TYPICAL ROOF PIPING PENETRATION DETAIL _ v RETARDANT TREATED PLYWOOD BUILD OUT FOR N z L VO NON -TUBE OR NON -PIPE SHAPES. O� MASONRY WALLS CONCRETE WALLS TYPICAL WALL FLASHING DETAIL ROOF MEMBRANE OVER RIGID FOAM INSULATION „ M OVER METAL ROOF DECK. SEE ROOF PLAN FOR INSULATION R VALUE. SEE STRUCTURAL DRAWINGS s .{ } , , .; s y ��...�' ,...;FOR ROOF ADDITIONAL OPENING FRAMING TNG, \• (,• ( ,-� ,•-- ,-•, ...r'mm\....( (�-' , r \ r ` MAY BE REQUIRED. FILL VOIDS BETWEEN STRUCTURAL FRAMING AND INSULATION WITH PLENUM RATED FOAMED -IN-PLACE INSULATION TYPICAL STRUCTURAL STEEL ROOF PENETRATION DETAIL 3"=1'-0" ROOF PIPE PENETRATION. SEE PLUMBING AND EXTERIOR DETAILS MECHANICAL DRAWINGS - SEE ARCHITECTURAL WALL — FLEXIBLE FLASHING ADHERED WITH MASTIC - BY - SEE ARCHITEC WALL } ROOFING MANUFACTURER. SEAL TOP OF OF A=603 FLASHING WITH MANUFACTURER RECOMMENDED ALIGN FLASHING LOCATION WITH JOINT SEALANT. REGLET INTO CONCRETE WALL " STAINLESS STEEL CLAMPING RING W 0 PREMOLDED PIPE BOOT ADHERED TO ROOF THE 8" CLEAR DIMENSION MEMBRANE AND FLEXIBLE FLASHING WITH MASTIC > : , c BY ROOF MANUFACTURER. SEAL TOP AND BOTTOM SUPPORT CURB. I OF OF BOOT WITH MANUFACTURER RECOMMENDED ��. I> ,(...�, {' ; ; JOINT SEALANT. ROOF MEMBRANE OVER RIGID FOAM INSULATION > c OVER METAL ROOF DECK. SEE ROOF PLAN FOR AT SKYLIGHT LOCATIONS, I NOR INSULATION R VALUE. SEE STRUCTURAL DRAWINGS (' `( %' ` % ' > FOR ROOF FRAMING, ADDITIONAL OPENING FRAMING FACE OF CURB IS SHED IN �I { ,....� ,....t ,....r J ( MAY BE REQUIRED. r SKYLIGHTS, DO NOT PROVIDE ANY GYPSUM B REFER TO I « FILL VOIDS BETWEEN PIPE AND INSULATION WITH " ;-/ .....i !'�... �`j_.<� 1 ; ( PLENUM RATED FOAMED -IN-PLACE INSULATION — — — — — — — — — — — — OF THE SKYLIGHT. AND LOCATIONS. PIPE SUPPORT AT ROOF DECK FIRE -RET -TREATED PIPES MAY BE INSULATED - SEE PLUMBING AND ARE -RETARDANT -TREATED PLYWOOD - \ MECHANICAL o NOTE: ALL VENTS SHALL BE LOCATED A UP FULL HEIGHT OF MINIMUM OF 10'-0" FOR ALL MECHANICAL HEIGHT OF FLASHING AND COUNTER EQUIPMENT AIR INTAKES. I TYPICAL EQUIPMENT TYPICAL ROOF PIPING PENETRATION DETAIL _ 3"=1'-0" TYPICAL ROOF REGLET DETAIL REGLET AND COUNTER FLASHING FLEXIBLE FLASHING SET IN MASTIC - BPADOF MANUFACTURER. SEAL JOINT BETW FLASHING AND ROOF MEMBRANE WITH MANUF ER RECOMMENDED z JOINT SEALANT. Go CANT STRIP ROOF MEMBRANE OVER RIGID FOAM INSULATION. SEE ROOF PLAN FOR METAL DECK -SEE STRUCTURAL I ROOF STRUCTURE - SEE STRUCTURAL IROOFTOP EQUIPMENT / SKYLIGHT MOUNTED ON ROOF CURB I FLASHING AND COUNTER FLASHING PREFABRICATED, EXTENDED, INSULATED ROOF CU FABRICATE SO TOP OF CURB IS LEVEL. FLEXIBLE FLASHING SET IN MASTIC - ROOF I MANUFACTURER. SEAL JOINT B N FLASHING AND ROOF MEMBRANE WITH MAN TURER RECOMMENDED JOINT SEALANT. N >-; CANT STRIP ROOF MEMBRANE OVER RIGID FOAM <> R VALUEON. SEE ROOF PLAN FOR }... NOTE: IF CURBS ARE NOT EXTERIOR DETAILS EXTERIOR WALL CON T10N - SEE ARCHITECTURAL WALL FABRICATED TO EXTEND TO ROOF - SEE ARCHITEC WALL SECTIONS A=603 DECK, CONTRACTOR SHALL PROVIDE ALIGN FLASHING LOCATION WITH M „n REGLET INTO CONCRETE WALL FIRE -RETARDANT -TREATED WOOD W 0 - ,....; ; ...., �,..._ - THE 8" CLEAR DIMENSION BLOCKING AS REQUIRED TO > : , c STAINLESS STEEL THRU-WALL SUPPORT CURB. I ,.. ��. I> ,(...�, {' ; ; METAL DECK - SEE STRUCTURAL. - PAINT TO MATCH WALL COLOR. > c COORDINATE EXTENT OF METAL DECK AT SKYLIGHT LOCATIONS, I NOR (' `( %' ` % ' > WITH ITEM BEING SUPPORTED. AT FACE OF CURB IS SHED IN �I COUNTER FLASHING - PAINT TO SKYLIGHTS, DO NOT PROVIDE ANY GYPSUM B REFER TO I « ROOF DECK INSIDE THE PERIMETER SECTIONS AND AILS FOR EXTENT I — — — — — — — — — — — — — OF THE SKYLIGHT. AND LOCATIONS. ` I ROOF MEMBRANE OF FIRE -RET -TREATED c ARE -RETARDANT -TREATED PLYWOOD PLYW0 HEATHING. RETURN o ROOF DECK/CURB SUPPORT, SEE UP FULL HEIGHT OF HEIGHT OF FLASHING AND COUNTER STRUCTURAL I TYPICAL EQUIPMENT / SKYLIGHT ROOF CURB DETAIL EXTERIOR WALL CONSTRUCTION EXTERIOR DETAILS EXTERIOR WALL CON T10N - SEE ARCHITECTURAL WALL 170264 - SEE ARCHITEC WALL SECTIONS A=603 SECTIONS ALIGN FLASHING LOCATION WITH M „n REGLET INTO CONCRETE WALL NEAREST MASONRY JOINT AFTER W 0 AT MASONRY WALL LOCATIONS. THE 8" CLEAR DIMENSION to STAINLESS STEEL THRU-WALL +�u FLASHING AND COUNTER FLASHING - PAINT TO MATCH WALL COLOR. WEDGE AND JOINT SEALANT TURN FLASHING UP 1" AT INTERIOR STAINLESS STEEL FLASHING AND OF BUILDING COUNTER FLASHING - PAINT TO .t I MATCH WALL COLOR. « s v, I CONCEALED WALL CLEATS `'' i I CONCEALED WALL CLEATS ROOF MEMBRAN ` I ROOF MEMBRANE OF FIRE -RET -TREATED c ARE -RETARDANT -TREATED PLYWOOD PLYW0 HEATHING. RETURN o SHEATHING. RETURN UP WALL FULL UP FULL HEIGHT OF HEIGHT OF FLASHING AND COUNTER HING AND COUNTER I FLASHING - 8" MIN. I FLASHING - 8" MIN. v I N z L MASONRY WALLS CONCRETE WALLS TYPICAL WALL FLASHING DETAIL L t- LL 0 zaaO[�'g& mv�}�WwOOONLU WOz cn �F0IxW WoWo LU ® >"ZHF—Cf =�W01 CO _ZW0LUW 2 LU W LU Uj c2 z 5 U LD 2 U= m D_ U : i_ } _ ~ o�o� 3 0 Sheet Name: EXTERIOR DETAILS w 'n `o Z oM� Issue Date: 170264 z ai O cv A=603 Drawn By: NC M „n KC W 0 C .� > to --z000- +�u 4-J « s v, i w V 00 L M 0 0 L w N z 0 » L s M In o =r- v a 0 O � CvO o«¢ t- LL 0 zaaO[�'g& mv�}�WwOOONLU WOz cn �F0IxW WoWo LU ® >"ZHF—Cf =�W01 CO _ZW0LUW 2 LU W LU Uj c2 z 5 U LD 2 U= m D_ U : i_ } _ ~ o�o� 3 0 Sheet Name: EXTERIOR DETAILS Proj P Issue Date: 170264 09-01-2017 Sheet No.: A=603 Drawn By: Checked By: WB/KC KC 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 II I II I II I II I 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 SECTION WALL CONSTRUCTION- SEE WALL I I TYPES I I I ABOLL I I �I I A " FINISH FACE OF FULL HEIGHT CONSTRUCTION, 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 1 -6 , TYP. SEE PLANS FOR ALL WIDTHS. PLAN WALL CONSTRUCTION - SEE WALL TYPES PROVIDE FIRE -RETARDANT -TREATED WOOD BLOCKING AT AED CABINET LOCATION. COORDINATE FINAL LOCATION AND EXTENT WITH LA FITNESS. 2 � W LO �O Z ON WOOD PANEL BAND - SEE Z 0 1&2/A-7.4. PANEL BAND W $ �3 AED CABINET - WB/KC 9� y� SUPPLIED BY OWNER DUPLEX RECEPTACLE AND DUPLEX o& Z DATA TERMINAL MOUNTED ON q� o 00 Cl � o 0 PROVIDE 6" BETWEEN CENTERLINE p W LO �O Z ON WOOD PANEL BAND - SEE � p 0 1&2/A-7.4. PANEL BAND W $ �3 wo WB/KC 9� c� 0 �� DUPLEX RECEPTACLE AND DUPLEX o& « DATA TERMINAL MOUNTED ON q� s;��•�lir•1�i o❑ 1`1M 1. CONFIRM FINAL CABINET DIMENSIONS WITH LAF VENDOR. 2. COORDINATE INSTALLATION WITH I.D. DRAWINGS AND L.A. FITNESS. ELEVATION AED CABINET (PORTABLE DEFIBRILLATOR) 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. WALLET LOCKERS VERIFY r ps in J p W LO �O Z ON WOOD PANEL BAND - SEE J p 0 1&2/A-7.4. PANEL BAND W $ �3 wo WB/KC �3 0 �� DUPLEX RECEPTACLE AND DUPLEX « DATA TERMINAL MOUNTED ON q� WALL, CENTERED BEHIND TV. 00 Cl INSTALL BOXES HORIZONTALLY, 0 PROVIDE 6" BETWEEN CENTERLINE SECTION 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. WALL CONSTRUCTION- SEE WALL TYPES. 0 I RETURN GYPSUM BOARD AT TOP OF PILASTER. ADA COMPLIANT RECESSED DOOR PULL FIRE EXTINGUISHER AND CABINET ANY ADDITIONAL SIGNAGE REQUIRED BY THE LOCAL — — AUTHORITY HAVING I JURISDICTION SHALL I I BE BY SIGNAGE L — — J VENDOR MANUFACTURER'S STANDARD VERTICAL LITE CODE COMPLIANT, FACTORY APPLIED LETTERING. PROVIDE BLACK, ARIAL FONT LETTERS. RECESSED, ADA COMPLIANT PULL FIRE EXTINGUISHER CABINET SECTION DOOR ELEVATION 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. NQM 1. LOCATIONS AND QUANTITIES OF FIRE EXTINGUISHERS SHOWN ON THE PLANS ARE BASED UPON A 75FT TRAVEL RADIUS AND 3,000 S.F. AREA. SHOULD THE AUTHORITY HAVING JURISDICTION REQUIRE ADDITIONAL LOCATIONS, OR DIFFERING LOCATIONS FROM THOSE SHOWN IN THESE DOCUMENTS, REVIEW THE REVISIONS WITH THE ARCHITECT AND THE LA FITNESS REPRESENTATIVE PRIOR TO PROCEEDING. SEE 2/A-7.1. 2. PROVIDE ALL CABINETS WITH A MINIMUM SIZE 2A:10B:10C FIRE EXTINGUISHER. PROVIDE SAME SIZE/TYPE FOR ALL WALL MOUNTED FIRE EXTINGUISHERS AN BRACKETS 3. ALL FIRE EXTINGUISHER CABINETS THROUGHOUT THE BUILDING SHALL BE THE SAME TYPE/STYLE. COORDINATE CABINET TYPES ANY FIRE EXTINGUISHER FRAME PROTRUSIONS REQUIRED PRIOR TO SUBMITTING SHOP DRAWINGS AND ORDERING. 3.1. PROVIDE TRIMLESS, FLUSH CABINETS WHERE WALL CONSTRUCTION PERMITS. 3.2. PROVIDE SEMI -RECESSED CABINETS WHERE DEPTH 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 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 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" :�:1► I �l ]:R I � 1 f: Ie�:1:Til�i � TYPICAL PARTIAL HEIGHT PILASTER DETAIL 1 1/2"=1'-0" SEE DETAILS AND WALL CONSTRUCTION- SEE WALL TYPES. G.C. TO PROVIDE FIRE 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 1 11/2"=V-0" W LO �O Z ON WOOD PANEL BAND - SEE N 0 1&2/A-7.4. PANEL BAND W $ CONTINUES BEHIND TV AND BRACKET. wo WB/KC (1 � 0 �� DUPLEX RECEPTACLE AND DUPLEX « DATA TERMINAL MOUNTED ON W WALL, CENTERED BEHIND TV. 00 Cl INSTALL BOXES HORIZONTALLY, 0 PROVIDE 6" BETWEEN CENTERLINE z OF BOXES. M T.V. BY OWNER. MOUNT TO WALL BRACKET AND ANGLE DOWNWARD U O O o= S o Q WALL BRACKET BY LAF VENDOR. AT OUTSIDE CORNER LOCATIONS, ALIGN FINISH FACE OF PARTIAL HEIGHT PILASTER WITH OUTSIDE W` FACE OF FULL HEIGHT WALL FINISH FACE OF HORIZONTAL WOOD :�:1► I �l ]:R I � 1 f: Ie�:1:Til�i � TYPICAL PARTIAL HEIGHT PILASTER DETAIL 1 1/2"=1'-0" SEE DETAILS AND WALL CONSTRUCTION- SEE WALL TYPES. G.C. TO PROVIDE FIRE 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 1 11/2"=V-0" 0 �wz NPwa?O� r�Uca x�wZO�z =y =Q WO zZg06 � Q W_ Z W O m— www a. �O rnlyV� U aw�z �� O=ww wI`w =--a0,�S=�O� UU H pcn0 M N M Sheet Name: W LO �O Z ON zO N 0 M M W rn> Z wo WB/KC (1 � 0 �� « s Q W 00 0 M 0 w z M � � U O O a o Q LA- v) 0 �wz NPwa?O� r�Uca x�wZO�z =y =Q WO zZg06 � Q W_ Z W O m— www a. �O rnlyV� U aw�z �� O=ww wI`w =--a0,�S=�O� UU H pcn0 M N M Sheet Name: INTERIOR DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=701 Drawn By: Checked By: WB/KC KC ROOFING SYSTEM — SEE ROOF PLAN AND ARCHITECTURAL SECTIONS ' METAL DECK METAL FASTENERS — DO NOT USE FASTENERS LONGER THAN METAL DECKING DEPTH. DO NOT PENETRATE ROOF INSULATION OR ROOF MEMBRANE. FASTEN INTO METAL STUD TRACK BOTTOM FOLD OF METAL DECK ONLY. METAL KICKER / FRAMING NOTE: WHERE REQUIRED BY AUTHORITY HAVING JURISDICTION OR METAL STUD MANUFACTURER, SECURE FRAMING TO STRUCTURAL STEEL, NOT DECKING. CONFIRM WITH ALL PARTIES PRIOR TO INSTALLATION. TYPICAL METAL STUD HANGER/KICKER DETAIL PERIMETER FRAMING AS REQUIRED FOR ACCESS PANEL SUPPORT 5/8" GYPSUM BOARD OR PORTLAND CEMENT LATHE AND PLASTER CEILING OVER METAL CEIUNG FRAMING AT 16' O.C. MAX. SIZE AS REQUIRED FOR CEILING SUPPORT. ACCESS PANEL WITH RECESSED FLANGE TO ACCEPT ADJACENT FINISH — SEE PLANS FOR SIZES. AT LOCKER ROOMS, TOILET ROOMS, SHOWER ROOMS, POOL, AND OTHER WET OR HUMID LOCATIONS, PROVIDE STAINLESS STEEL ACCESS PANELS. TYPICAL CEILING ACCESS PANEL DETAIL EQ. EQ. ELECTRICAL WIRING, CONCEALED TIGHT INSIDE CHANNEL STEEL CUP ANGLE AT EACH SIDE OF / FAN TUBE. �— STEEL ANGLE, BEYOND - - - - - - - - -- d4F TV -",L - STEEL CHANNEL HOLE TO ACCOMMODATE FAN TUBE FAN TUBE TYPICAL CEILING FAN AT OPEN CEILING - FAN TUBE SUPPORT DETAIL 111=11-011 A-7.2 3"=1'-0" EQ. I. / EQ. SIZER PER MANUFACTURER, 60" TYPICAL PROVIDE (1) UNISTRUT KICKER AT EACH END OF HORIZONTAL UNISTRUT 'J' BOX SUSPENDED FROM CEILING FROM UNISTRUT AND STEEL ROD HANGER SYSTEM B.O. CEILING SEE R.C.P.s SCHEDULED CEILING — SEE R.C.P.s c SCHEDULED PENDANT MOUNT CEILING N FAN. FAN SHALL BE PURCHASED BY G.C. AND INSTALLED BY LAF VENDOR. PROVIDE WITH SAFETY CABLE INSTALLED PER MANUFACTURER RECOMMENDATIONS. 1.M 1.ALL CEILING FANS SHALL BE CENTERED IN CEILING TILES (2x2 AREA OF SECOND LOOK TILE). 2. CONTRACTOR SHALL COORDINATE ALL FIRE SUPPRESSION HEAD LOCATIONS SO THAT ALL DROPS/HEAD ARE LOCATED OUTSIDE OF FAN OPERATING AREA. TYPICAL CEILING FAN DETAIL AT LAY -IN CEILINGS EQ., TYP. STEEL ANGLE, SEE 12/A-7.2 FOR FAN CHANNEL SUPPORT PLAN DETAIL. MOUNT AS CLOSE TO BOTTOM OF JOIST TOP CHORD FRAMING AS POSSIBLE. UNISTRUT RUN ALONG STEEL DECK WEBS. PAINT TO MATCH CEILING, SEE I.D. DRAWINGS. UNISTRUT ATTACHED TO UNISTRUT RUN IN DECK WEBS, RUN BETWEEN EACH JOIST. PAINT TO MATCH CEILINGS, SEE I.D. DRAWINGS. METAL DECK, SEE STRUCTURAL c PROVIDE UNISTRUT ASSEMBLY AT ALL 'J' BOX AND \ LIGHT SUPPORT LOCATIONS 'J' BOX ATTACHED TO THE LOWER ' UNISTRUT, DISTRIBUTING POWER TO ROUTE WIRING DOWN —� THE LIGHT FIXTURE DRIVERS. PAINT NEAR TOP OF STEEL i TO MATCH CEILING, SEE I.D. JOIST AND DOWN DRAWINGS. ALONG AIRCRAFT AIRCRAFT CABLE LIGHT FIXTURE CABLE , SUSPENSION. VERIFY LENGTH IN FIELD. MAINTAIN CONSISTENT LAYOUT. UNEAR PENDNANT B.O. LINEAR LIGHT FIXTURE, SEE PENDANT LIGHT FIXTURE ELECTRICAL 8'-0" A.F.F. (FROM MEZZANINE) 18'-8" A.F.F. (FROM FIRST FLOOR — V.I.F.) SECTION 11A z F SEE STRUCTURAL DWGS. 1'-0", VERIFY WITH MANUFACTURER CENTERUNE OF JOIST STEEL ANGLES SPANNING BETWEEN JOISTS STEEL CHANNEL ROUTE ELECTRICAL ALONG ANGLE HOLE CENTERED IN CHANNEL FOR FAN TUBE ELECTRICAL JUNCTION BOX AND WIRING, CONCEALED TIGHT INSIDE THE CHANNEL HOLES AS REQUIRED FOR FAN SUPPORT CENTERUNE OF JOIST TYPICAL CEILING FAN AT OPEN CEILING - CHANNEL SUPPORT PLAN DETAIL 5", TYP. EACH END OF EQ., TYP. UNISTRUT EXISTING METAL UNISTRUT AT OPEN FLUTES 2" EYP. CH SIDE OF 12'-8" A.F.F. I I ROUTE ELECTRICAL TIGHT I ROOF DECK OF IXISTNIG METAL ROOF UNISTRUT INSIDE CHANNEL I EXISTING STEEL DECK. PROVIDE ALL I JOISTS EC110 NECESSARY CUPS, ROUTE ELECTRICAL TIGHT TO 11A ATTACHMENTS, AND OTHER :, — 71— — — — STRUCTURE. SEE TYPICAL J °' -4 ACCESSORIES REQUIRED DETAILS. I FOR INSTALLATION. .. 12" TALL METAL SIGNAGE MOUNTED TO SOFFIT FACE, I AIRCRAFT CABLE LIGHT - STEEL CUP ANGLES AT EACH SIDE I EXISTING SPRINKLER FIXTURE SUSPENSION. I OF FAN TUBE BEYOND . SEE (BEYOND) HEADS, VERIFY I VERIFY LENGTH IN FIELD. 13/A-7.2 FAN TUBE SUPPORT LOCATIONS IN FIELD. MAINTAIN CONSISTENT DETAIL. DISTANCE VARIES AT LAYOUT. WALLS BETWEEN STEEL CHANNEL, MOUNTED B.O. EXISTING JOISTS LINEAR PENDNANT LIGHT 7 POOL SIDE LOCKER ROOM ENTRANCES BETWEEN STEEL ANGLES FIXTURE, SEE ELECTRICAL VARIES B.O. LINEAR PENDANT LIGHT FIXTURE 8'-0" A.F.F. (FROM MEZZANINE) 18'-8" A.F.F. (FROM FIRST FLOOR — V.I.F.) z SCHEDULED PENDANT MOUNT CEILING FAN. PROVIDE WITH SAFETY CABLE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. c WIDTH PER MANUFAC RER, 12'-0" TYPICAL TYPICAL CEILING FAN and LINEAR PENDANT LIGHT FIXTURE DETAIL AT OPEN CEILINGS ALL WALL GRAPHICS INSTALLED AT THE LIGHT COVE SHALL EXTEND COMPLETELY TO THE TOP OF THE LIGHT COVE DRIVER FOR LIGHT FIXTURE, MOUNTED ABOVE ACCESSIBLE CEILING, SEE ELECTRICAL LOW VOLTAGE WIRING TO DRIVER, SEE ELECTRICAL DRAWINGS. 1j", VERIFY WITH LIGHTING MANUFACTURER I LIGHT FIXTURE WITH ADJUSTABLE MOUNTING CUP AND BRACKET PROVIDED BY UGHT MANUFACTURER, SEE ELECTRICAL IF THE FIXTURE IS PROVIDED ----------� I I WITH A WHIP BY THE MANUFACTURER, PROVIDE WHIP IN SUFFICIENT LENGTH SO THE WHIP, {� WALL GRAPHICS INSTALLED AT THE LIGHT COVE 'X JUNCTION BOX, AND OTHER COMPONENTS �i + ' r. � DRIVER, r' i r` !�, t,ri. ARE LOCATED AT A REMOTE, ACCESSIBLE SHALL EXTEND COMPLETELY TO THE TOP OF THE `' I t , ; I LIGHT COVE LOCATION. B.O. CEILING"' SEE R.C.P.s 30. SCHEDULED CEILING 8", LIGHT COVE 3 1'-3", LIGHT COVE 4 PROVIDE BATT INSULATION WHERE INDICATED OR WHERE SCHEDULED 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER METAL STUD FRAMING AT 16" O.C. METAL STUD SIZE AS REQUIRED. PROVIDE VAPOR BARRIER AT NOTES: 1. LIGHT COVE 3 APPLIES TO WET LOCATIONS, WHERE THE CEILING HEIGHT IS LESS THAN 10'-0" A.F.F. 2. LIGHT COVE 4 APPLIES TO WET LOCATIONS, WHERE THE CEIUNG HEIGHT IS 10'-0" A.F.F. OR GREATER. y DRIVER FOR LIGHT FIXTURE, MOUNTED ABOVE ACCESSIBLE CEILING, SEE ELECTRICAL LOW VOLTAGE WIRING TO DRIVER, SEE ELECTRICAL DRAWINGS. I I 1j", VERIFY WITH ".... I I LIGHTING MANUFACTURER ALL WALL GRAPHICS INSTALLED AT THE LIGHT COVE "::... LIGHT FIXTURE WITH ADJUSTABLE MOUNTING SHALL EXTEND COMPLETELY TO THE TOP OF THE r — — I CLIP AND BRACKET PROVIDED BY LIGHT " LIGHT COVE MANUFACTURER, SEE ELECTRICAL I �_ .... — B.O. CEILING = SEE R.C.P.s 8" 5/8" GYPSUM BOARD OVER METAL STUD FRAMING AT 16" O.C. STUD SIZE AS REQUIRED. WALL CONSTRUCTION — SEE WALL IYPES NOTE: THIS DETAIL ONLY APPLIES TO DRY LOCATIONS, WHERE THE CEILING HEIGHT IS LESS THAN 10'-0" A.F.F. LIGHT COVE 1 DETAIL (AT DRY LOCATIONS) CONTINUE CONSTRUCTION TO POOL CEILING ABOVE. B.O. SOFFIT 12'-8" A.F.F. I I SEE R.C.P. PROVIDE CONT. 3" BATT INSULATION. ~i1 PROVIDE CONT. VAPOR BARRIER I 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER METAL STUD FRAMING AT 16" O.C., SIZE.;^ AS REQUIRED :, — 71— — — — B.O. B.O. SOFFIT J °' -4 10'-6" A F.F. OUTERMOST FACE OF WALLS BETWEEN ENTRANCES, BEYOND :w 8" K .. 12" TALL METAL SIGNAGE MOUNTED TO SOFFIT FACE, PROVIDED BY LAF VENDOR. CONTRACTOR SHALL PROVIDE - ALL REQUIRED FIRE—RETARDANT—TREATED WOOD BLOCKING — — — — r — FOR SIGNAGE, COORDINATE WITH LAF VENDOR. I B.O. SOFFIT — — — 9'-0" A F.F. FACE OF WALL AT PILASTERS, AT ENDS OF ENTRANCES BEYOND. AUGNS WITH FACE OF SOFFIT. DISTANCE VARIES AT 2", TYP. WALLS BETWEEN SEE PLANS ENTRANCES, SEE PLANS TYPICAL SOFFIT DETAIL AT 7 POOL SIDE LOCKER ROOM ENTRANCES B.O. DECK EXTEND GYPSUM BOARD AND I VARIES TIGHT TO UNDERSIDE OF ROOF/FL ABOVE (NOT B.O. CEILING SEE R.C.P. SCHEDULED CEIUNG — NOTES: 1. CONTRACTOR SHALL RELOCATE ALL PLUMBING, FIRE SUPPRESSION, ELECTRICAL, AND OTHER UTILITIES AS REQUIRED FOR THE INSTALLATION OF THE CEILING FANS AND LINEAR PENDANT LIGHT FIXTURES. 2. MAINTAIN MINIMUM OPERATING CLEARANCE OF FAN FROM LIGHT FIXTURES. LIGHT FIXTURES CONTROL, ADJUST FAN STEM LENGTH AS REQUIRED. LOW VOLTAGE WIRING TO DRIVER, SEE ELECTRICAL DRAWINGS. DRIVER FOR LIGHT FIXTURE, II MOUNTED ABOVE ACCESSIBLE II CEILING, SEE ELECTRICAL 11', VERIFY WITH LIGHTING MANUFACTURER r 11- � - - - - - r LIGHT FIXTURE WITH ADJUSTABLE MOUNTING CUP AND BRACKET PROVIDED BY LIGHT — — - — — MANUFACTURER, SEE ELECTRICAL I B.O. CEILING SEE R.C.P.s 3rr 1'-3" `8A SCHEDULED CEILING 5/8" GYPSUM BOARD OVER 1 5/8" METAL STUD FRAMING AT 16" O.C. POOL, AND OTHER LOCATIONS, AS INDICATED. WALL CONSTRUCTION — SEE WALL TYPES NOTE: THIS DETAIL ONLY APPLIES WALL CONSTRUC11ON — SEE WALL TYPES TO DRY LOCATIONS, WHERE THE LIGHT COVE 3 & 4 DETAIL (AT WET LOCATIONS CEILING HEIGHT IS 10 —0 A.F.F. OR GREATER. 9 LIGHT COVE 2 DETAIL (AT DRY LOCATIONS' NSULATION OOR DECK SHOWN). j SEE R.C.P. I I I AT LOCATIONS WHERE THERE IS NO CEILING, EXTEND GYPSUM BOARD TIGHT TO r. UNDERSIDE OR ROOF/FLOOR DECK ABOVE L WOOD PANEL BAND MAY OCCUR. SEE I.D. DRAWINGS AND DETAILS 1&2/A-7.4. / u I I i I I 3 5/8" METAL STUD KICKERS AT 48" O.C. 3 5/8"METAL STUDS AT 16" O.C. SCHEDULED CEILING — SEE R.C.P.s WHERE SHOWN ON PLANS, CENTER SOFFIT ON STRUCTURAL GRID. ROOF STRUCTURE ABOVE SECURE STUD FRAMING TO ROOF STRUCTURE ABOVE. DO NOT PENETRATE ROOF INSULATION. CORNER ANGLE — — — B.O. SOFFIT SEE R.C.P. 5/8" GYPSUM BOARD — PROVIDE MOISTURE RESISTANT AT LOCATIONS �,_ _L_ INDICATED IN DRAWINGS SEE R.C.P. STEEL COLUMN MAY OCCUR — COORDINATE STUD FRAMING pr WIDTH WITH COLUMN TO ENSURE COLUMN IS FULLY ENCLOSED WITH THE FINISH GYPSUM BOARD SURFACE FLUSH AND CONTINUOUS. TYPICAL DOUBLE STUD WIDTH SOFFIT DETAIL WHERE SHOWN ON PLANS, CENTER SOFFIT ON STRUCTURAL GRID. ROOF STRUCTURE ABOVE r / AT LOCATIONS WHERE THERE / / IS NO CEILING, EXTEND GYPSUM BOARD TIGHT TO r / SECURE STUD FRAMING TO ROOF DASHED UNE SHOWS CEILINGS UNDERSIDE OR ROOF/FLOOR I I I / / STRUCTURE ABOVE. DO NOT PENETRATE BETWEEN ENTRANCES, BEYOND. DECK ABOVE LI I / / ROOF INSULATION. ELEVATION VARIES AT BENCH WOOD PANEL BAND MAY I I AND DRINKING FOUNTAIN. SEE OCCUR. SEE I.D. DRAWINGS I I REFLECTED CEILING PLANS. I I / / 3 5/8" METAL STUD KICKERS AT 48" AND DETAILS 1&2/A-7.4. O.C. DASHED LINE SHOWS WALLS BETWEEN ENTRANCES, BEYOND. METAL STUDS AT 16" O.C. — SEE SEE PLANS. i I / I / REFLECTED CEILING PLAN FOR WIDTHS SCHEDULED CEILING — SEE REFLECTED I I CEILING PLAN cc I I B.O. CEILING SEE R.C.P. SEE R.C.P. RUNNER TRACK B.O. SOFFIT SEE R.C.P. 5/8" GYPSUM BOARD — PROVIDE MOISTURE RESISTANT AT LOCATIONS INDICATED IN DRAWINGS STEEL COLUMN MAY OCCUR — COORDINATE STUD FRAMING WIDTH WITH COLUMN TO ENSURE COLUMN IS FULLY ENCLOSED WITH THE FINISH GYPSUM BOARD SURFACE FLUSH AND CONTINUOUS. 3 TYPICAL SINGLE STUD WIDTH SOFFIT DETAIL PROVIDE BATT INSULATION IF INDICATED FOR ADJACENT WALL TYPES.' I I I 5/8" GYPSUM BOARD OVER METAL STUD;? II I FRAMING AT 16" O.C., SIZE AS REQUIRED T B.O. SOFFIT r I 10'-6" A.F.F- " FACE OF WALL BETWEEN ENTRANCES, BEYOND 8"-.A 12 TALL METAL SIGNAGE MOUNTED TO SOFFIT FACE, y PROVIDED BY LAF VENDOR. CONTRACTOR SHALL PROVIDE ALL REQUIRED FIRE—RETARDANT—TREATED WOOD BLOCKING FOR SIGNAGE, COORDINATE WITH LAF VENDOR. B.O. SOFFIT "'=> — — — — — — — 9'-0" AFF FACE OF WALL AT PILASTERS, AT ENDS OF ENTRANCES, BEYOND. ALIGNS WITH FACE OF SOFFIT. FACE OF WALL BETWEEN ENTRANCES, BEYOND 2', NP, SEE PLANS TYPICAL SOFFIT DETAIL AT rg- PUBLIC CORRIDOR LOCKER ROOM ENTRANCES A-7.2 % 1"=1'-0" LJ 11 ll --EXTEND FRAMING TO ROOF/FLOOR STRUCTURE I1 I OVERHEAD -' WIRE HANGER / METAL STUD HANGER — SIZE AND SPACING AS REQUIRED FOR CEILING SUPPORT METAL STUD WALL WITH INSULATION — CERAMIC „J 11LE OVER PORTLAND CEMENT PLASTER OVER B.O. CEILING p -,::;W..,� ! I M S I VAPOR BARRIER AT SHOWER SIDE, MOISTURE SEE R.C.P.s RESISTANT I — — — I I �.:j I RESISTANT GYPSUM BOARD AT CIRCULATION SIDE. ... I i -•1 PROVIDE BOND BREAK BETWEEN CEILING PLASTER "" I `;•I ��-? AND WALL PLASTER B.O. SOFFIT I — — ' t I B.O. CEILING SEE R.C.P.slot, SEE R.C.P. I CEILING SLOPES INTERIOR FACE OF EXTERIOR WALL CONSTRUCIION FACE OF WALL BEYOND =-1 I — SEE ARCHITECTURAL SECTIONS SHOWER ENTRANCE SHOWER REAR WALL CERAMIC TILE OVER WATER PROOFING MEMBRANE (LATICRETE HYDROBAN, NOTES: OR EQUAL) OVER 5/8" PORTLAND CEMENT PLASTER OVER METAL STUD 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CEILING FRAMING FRAMING WITH INSULATION. STUD SIZE AS REQUIRED FOR CEILING MEMBER SIZES AND SUPPORT. COMPLY WITH SPECIFIC SIZES SUPPORT. SHOWN FOR DIMENSIONAL LAYOUTS IN SPECIFIC DETAILS. SUBMIT SEALED, ENGINEERED DRAWINGS WITH METAL STUD SUBMITTAL. PROVIDE 1/4" CAULK JOINT BETWEEN TILE AND CEILING 2. PROVIDE PORTLAND CEMENT PLASTER AT ALL SHOWER CEILINGS. 3. PROVIDE WATER PROOFING MEMBRANE AT ALL SHOWER CEILINGS. CERAMIC TILE OVER WATER PROOFING MEMBRANE (LATICRETE HYDROBAN, OR EQUAL) OVER 5/8" PORTLAND CEMENT PLASTER OVER METAL STUD 4. DETAILS ARE SIMILAR AT FLAT CEILING SHOWER AREAS. FRAMING WITH INSULATION — SEE WALL TYPES FOR FULL CONSTRUCTION INFORMATION 2 TYPICAL SHOWER ROOM CEILING DETAIL SEAL GYPSUM BOARD AND VAPOR BARRIER TIGHT TO UNDERSIDE OF ROOF/FLOOR DECK ABOVE (NOT SHOWN). 5/8" MOISTURE RESISTANT GYPSUM BOARD I I OVER VAPOR BARRIER OVER METAL STUDS AT 16" O.C. WITH 3" BATT INSULATION. SEE I i .;....: I WALL TYPES FOR STUD SIZE. PROVIDE 3/4" GAP IN FRAMING TO ALLOW WOOD PANEL BAND. SEE I.D. DRAWINGS FOR CEILING MOVEMENT AND DETAILS 1&2/A-7.4. I LAP CEILING VAPOR BARRIER ONTO WALL I I VAPOR BARRIER PROVIDE MINIMUM 1" SLACK I I IN VAPOR BARRIER CONTROL JOINT — — — — — — - ------------ — — 1 B.O. CEILING B.O. SOFFIT 5/8' GYPSUM BOARD OVER 6' METAL- % --- -----------— —------- STUDS AT 16" O.C. SEAL GYPSUM BOARD I t" :I SEE R.C.P.s SEE R.C.Ps AND FRAMING TO UNDERSIDE OF 5/8" MOISTURE RESISTANT GYPSUM BOARD ROOF/FLOOR DECK ABOVE (NOT SHOWN). II OVER VAPOR BARRIER OVER METAL STUDS wil AT 16' O.C. METAL STUD SIZE AS TRANSITION BETWEEN MOISTURE RESISTANT �?I REQUIRED FOR INSTALLATION GYPSUM D AND STANDARD GYPSUM I y ;I 3/8" CONTROL JOINT — JOINT SEALANT AND BOARD il BACKER ROD. STRIKE FLUSH. NOTES• B.O. HEADER 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CEILING FRAMING MEMBER SIZES SEE R.C.P.s AND SUPPORT. COMPLY WITH SPECIFIC SIZES SHOWN FOR DIMENSIONAL LAYOUTS IN SPECIFIC DETAILS. SUBMIT SEALED, ENGINEERED DRAWINGS WITH METAL STUD PARTIAL HEIGHT GYPSUM BOARD PILASTER RETURN VAPOR BARRIER AT HEADER SUBMITTAL BEYOND. SEE TYPICAL DETAIL.. SCHEDULED WINDOW AND GLAZING 2. PROVIDE MOLD AND MOISTURE RESISTANT GYPSUM BOARD AT THE CEILING OF ALL RETURN WOOD PANEL BAND AT WINDOW TOILET ROOMS, RESTROOMS, SAUNAS, AND OTHER WET AREAS. HEAD. SEE TYPICAL WOOD PANEL BAND DETAILS. 3. PROVIDE VAPOR BARRIER WHERE INDICATED IN SPECIFlC DETAILS AND AT ALL WALLS AND CEILINGS OF THE POOL. RECEPTION POOL TYPICAL HEADER AT INTERIOR POOL WINDOWS DETAIL TYPICAL GYPSUM BOARD CEILING DETAIL EXTEND FRAMING TO ROOF/FLOOR STRUCTURE OVERHEAD WIRE HANGER / METAL STUD HANGER — SIZE AND SPACING AS REQUIRED FOR CEILING SUPPORT 5/8" GYPSUM BOARD OVER METAL STUD FRAMING AT 16" O.C. — SIZE AS REQUIRED FOR CEILING SUPPORT GYPSUM BOARD MANUFACTURER MAY RECOMMEND A CONTROL JOINT AT JUNCTURE BETWEEN WALL AND CEILING. REVIEW ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLING, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. WLO�O z v 0 C14 O civ t7 M M o •Kt .4.j co c W U p c �� �Q s U w 00 L x M 0 0 L w (U O " U M t o p O a o O u- Ln O J za 2� m►-=WOz0-� N'�.'6 uj aWO ® UZ ~ ~ a UZ' =aw-zwOwFr co 0 xwWawxw�a Laj 0 OWMW r U ~ OOCOO _ Of Fl. E. SCHRpFo, •� AR0016346 L° 0 06 0 z Sheet Name: INTERIOR DETAILS Proj #: Iesue Date: 170264 09-01-2017 Sheet No.: A=702 Drawn By: Checked By: WB/KC KC AT LOCATIONS WHERE THERE IS NO CEILING, EXTEND GYPSUM BOARD TIGHT TO r. UNDERSIDE OR ROOF/FLOOR DECK ABOVE L WOOD PANEL BAND MAY OCCUR. SEE I.D. DRAWINGS AND DETAILS 1&2/A-7.4. / u I I i I I 3 5/8" METAL STUD KICKERS AT 48" O.C. 3 5/8"METAL STUDS AT 16" O.C. SCHEDULED CEILING — SEE R.C.P.s WHERE SHOWN ON PLANS, CENTER SOFFIT ON STRUCTURAL GRID. ROOF STRUCTURE ABOVE SECURE STUD FRAMING TO ROOF STRUCTURE ABOVE. DO NOT PENETRATE ROOF INSULATION. CORNER ANGLE — — — B.O. SOFFIT SEE R.C.P. 5/8" GYPSUM BOARD — PROVIDE MOISTURE RESISTANT AT LOCATIONS �,_ _L_ INDICATED IN DRAWINGS SEE R.C.P. STEEL COLUMN MAY OCCUR — COORDINATE STUD FRAMING pr WIDTH WITH COLUMN TO ENSURE COLUMN IS FULLY ENCLOSED WITH THE FINISH GYPSUM BOARD SURFACE FLUSH AND CONTINUOUS. TYPICAL DOUBLE STUD WIDTH SOFFIT DETAIL WHERE SHOWN ON PLANS, CENTER SOFFIT ON STRUCTURAL GRID. ROOF STRUCTURE ABOVE r / AT LOCATIONS WHERE THERE / / IS NO CEILING, EXTEND GYPSUM BOARD TIGHT TO r / SECURE STUD FRAMING TO ROOF DASHED UNE SHOWS CEILINGS UNDERSIDE OR ROOF/FLOOR I I I / / STRUCTURE ABOVE. DO NOT PENETRATE BETWEEN ENTRANCES, BEYOND. DECK ABOVE LI I / / ROOF INSULATION. ELEVATION VARIES AT BENCH WOOD PANEL BAND MAY I I AND DRINKING FOUNTAIN. SEE OCCUR. SEE I.D. DRAWINGS I I REFLECTED CEILING PLANS. I I / / 3 5/8" METAL STUD KICKERS AT 48" AND DETAILS 1&2/A-7.4. O.C. DASHED LINE SHOWS WALLS BETWEEN ENTRANCES, BEYOND. METAL STUDS AT 16" O.C. — SEE SEE PLANS. i I / I / REFLECTED CEILING PLAN FOR WIDTHS SCHEDULED CEILING — SEE REFLECTED I I CEILING PLAN cc I I B.O. CEILING SEE R.C.P. SEE R.C.P. RUNNER TRACK B.O. SOFFIT SEE R.C.P. 5/8" GYPSUM BOARD — PROVIDE MOISTURE RESISTANT AT LOCATIONS INDICATED IN DRAWINGS STEEL COLUMN MAY OCCUR — COORDINATE STUD FRAMING WIDTH WITH COLUMN TO ENSURE COLUMN IS FULLY ENCLOSED WITH THE FINISH GYPSUM BOARD SURFACE FLUSH AND CONTINUOUS. 3 TYPICAL SINGLE STUD WIDTH SOFFIT DETAIL PROVIDE BATT INSULATION IF INDICATED FOR ADJACENT WALL TYPES.' I I I 5/8" GYPSUM BOARD OVER METAL STUD;? II I FRAMING AT 16" O.C., SIZE AS REQUIRED T B.O. SOFFIT r I 10'-6" A.F.F- " FACE OF WALL BETWEEN ENTRANCES, BEYOND 8"-.A 12 TALL METAL SIGNAGE MOUNTED TO SOFFIT FACE, y PROVIDED BY LAF VENDOR. CONTRACTOR SHALL PROVIDE ALL REQUIRED FIRE—RETARDANT—TREATED WOOD BLOCKING FOR SIGNAGE, COORDINATE WITH LAF VENDOR. B.O. SOFFIT "'=> — — — — — — — 9'-0" AFF FACE OF WALL AT PILASTERS, AT ENDS OF ENTRANCES, BEYOND. ALIGNS WITH FACE OF SOFFIT. FACE OF WALL BETWEEN ENTRANCES, BEYOND 2', NP, SEE PLANS TYPICAL SOFFIT DETAIL AT rg- PUBLIC CORRIDOR LOCKER ROOM ENTRANCES A-7.2 % 1"=1'-0" LJ 11 ll --EXTEND FRAMING TO ROOF/FLOOR STRUCTURE I1 I OVERHEAD -' WIRE HANGER / METAL STUD HANGER — SIZE AND SPACING AS REQUIRED FOR CEILING SUPPORT METAL STUD WALL WITH INSULATION — CERAMIC „J 11LE OVER PORTLAND CEMENT PLASTER OVER B.O. CEILING p -,::;W..,� ! I M S I VAPOR BARRIER AT SHOWER SIDE, MOISTURE SEE R.C.P.s RESISTANT I — — — I I �.:j I RESISTANT GYPSUM BOARD AT CIRCULATION SIDE. ... I i -•1 PROVIDE BOND BREAK BETWEEN CEILING PLASTER "" I `;•I ��-? AND WALL PLASTER B.O. SOFFIT I — — ' t I B.O. CEILING SEE R.C.P.slot, SEE R.C.P. I CEILING SLOPES INTERIOR FACE OF EXTERIOR WALL CONSTRUCIION FACE OF WALL BEYOND =-1 I — SEE ARCHITECTURAL SECTIONS SHOWER ENTRANCE SHOWER REAR WALL CERAMIC TILE OVER WATER PROOFING MEMBRANE (LATICRETE HYDROBAN, NOTES: OR EQUAL) OVER 5/8" PORTLAND CEMENT PLASTER OVER METAL STUD 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CEILING FRAMING FRAMING WITH INSULATION. STUD SIZE AS REQUIRED FOR CEILING MEMBER SIZES AND SUPPORT. COMPLY WITH SPECIFIC SIZES SUPPORT. SHOWN FOR DIMENSIONAL LAYOUTS IN SPECIFIC DETAILS. SUBMIT SEALED, ENGINEERED DRAWINGS WITH METAL STUD SUBMITTAL. PROVIDE 1/4" CAULK JOINT BETWEEN TILE AND CEILING 2. PROVIDE PORTLAND CEMENT PLASTER AT ALL SHOWER CEILINGS. 3. PROVIDE WATER PROOFING MEMBRANE AT ALL SHOWER CEILINGS. CERAMIC TILE OVER WATER PROOFING MEMBRANE (LATICRETE HYDROBAN, OR EQUAL) OVER 5/8" PORTLAND CEMENT PLASTER OVER METAL STUD 4. DETAILS ARE SIMILAR AT FLAT CEILING SHOWER AREAS. FRAMING WITH INSULATION — SEE WALL TYPES FOR FULL CONSTRUCTION INFORMATION 2 TYPICAL SHOWER ROOM CEILING DETAIL SEAL GYPSUM BOARD AND VAPOR BARRIER TIGHT TO UNDERSIDE OF ROOF/FLOOR DECK ABOVE (NOT SHOWN). 5/8" MOISTURE RESISTANT GYPSUM BOARD I I OVER VAPOR BARRIER OVER METAL STUDS AT 16" O.C. WITH 3" BATT INSULATION. SEE I i .;....: I WALL TYPES FOR STUD SIZE. PROVIDE 3/4" GAP IN FRAMING TO ALLOW WOOD PANEL BAND. SEE I.D. DRAWINGS FOR CEILING MOVEMENT AND DETAILS 1&2/A-7.4. I LAP CEILING VAPOR BARRIER ONTO WALL I I VAPOR BARRIER PROVIDE MINIMUM 1" SLACK I I IN VAPOR BARRIER CONTROL JOINT — — — — — — - ------------ — — 1 B.O. CEILING B.O. SOFFIT 5/8' GYPSUM BOARD OVER 6' METAL- % --- -----------— —------- STUDS AT 16" O.C. SEAL GYPSUM BOARD I t" :I SEE R.C.P.s SEE R.C.Ps AND FRAMING TO UNDERSIDE OF 5/8" MOISTURE RESISTANT GYPSUM BOARD ROOF/FLOOR DECK ABOVE (NOT SHOWN). II OVER VAPOR BARRIER OVER METAL STUDS wil AT 16' O.C. METAL STUD SIZE AS TRANSITION BETWEEN MOISTURE RESISTANT �?I REQUIRED FOR INSTALLATION GYPSUM D AND STANDARD GYPSUM I y ;I 3/8" CONTROL JOINT — JOINT SEALANT AND BOARD il BACKER ROD. STRIKE FLUSH. NOTES• B.O. HEADER 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CEILING FRAMING MEMBER SIZES SEE R.C.P.s AND SUPPORT. COMPLY WITH SPECIFIC SIZES SHOWN FOR DIMENSIONAL LAYOUTS IN SPECIFIC DETAILS. SUBMIT SEALED, ENGINEERED DRAWINGS WITH METAL STUD PARTIAL HEIGHT GYPSUM BOARD PILASTER RETURN VAPOR BARRIER AT HEADER SUBMITTAL BEYOND. SEE TYPICAL DETAIL.. SCHEDULED WINDOW AND GLAZING 2. PROVIDE MOLD AND MOISTURE RESISTANT GYPSUM BOARD AT THE CEILING OF ALL RETURN WOOD PANEL BAND AT WINDOW TOILET ROOMS, RESTROOMS, SAUNAS, AND OTHER WET AREAS. HEAD. SEE TYPICAL WOOD PANEL BAND DETAILS. 3. PROVIDE VAPOR BARRIER WHERE INDICATED IN SPECIFlC DETAILS AND AT ALL WALLS AND CEILINGS OF THE POOL. RECEPTION POOL TYPICAL HEADER AT INTERIOR POOL WINDOWS DETAIL TYPICAL GYPSUM BOARD CEILING DETAIL EXTEND FRAMING TO ROOF/FLOOR STRUCTURE OVERHEAD WIRE HANGER / METAL STUD HANGER — SIZE AND SPACING AS REQUIRED FOR CEILING SUPPORT 5/8" GYPSUM BOARD OVER METAL STUD FRAMING AT 16" O.C. — SIZE AS REQUIRED FOR CEILING SUPPORT GYPSUM BOARD MANUFACTURER MAY RECOMMEND A CONTROL JOINT AT JUNCTURE BETWEEN WALL AND CEILING. REVIEW ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLING, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. WLO�O z v 0 C14 O civ t7 M M o •Kt .4.j co c W U p c �� �Q s U w 00 L x M 0 0 L w (U O " U M t o p O a o O u- Ln O J za 2� m►-=WOz0-� N'�.'6 uj aWO ® UZ ~ ~ a UZ' =aw-zwOwFr co 0 xwWawxw�a Laj 0 OWMW r U ~ OOCOO _ Of Fl. E. SCHRpFo, •� AR0016346 L° 0 06 0 z Sheet Name: INTERIOR DETAILS Proj #: Iesue Date: 170264 09-01-2017 Sheet No.: A=702 Drawn By: Checked By: WB/KC KC A-7.2 % 1"=1'-0" LJ 11 ll --EXTEND FRAMING TO ROOF/FLOOR STRUCTURE I1 I OVERHEAD -' WIRE HANGER / METAL STUD HANGER — SIZE AND SPACING AS REQUIRED FOR CEILING SUPPORT METAL STUD WALL WITH INSULATION — CERAMIC „J 11LE OVER PORTLAND CEMENT PLASTER OVER B.O. CEILING p -,::;W..,� ! I M S I VAPOR BARRIER AT SHOWER SIDE, MOISTURE SEE R.C.P.s RESISTANT I — — — I I �.:j I RESISTANT GYPSUM BOARD AT CIRCULATION SIDE. ... I i -•1 PROVIDE BOND BREAK BETWEEN CEILING PLASTER "" I `;•I ��-? AND WALL PLASTER B.O. SOFFIT I — — ' t I B.O. CEILING SEE R.C.P.slot, SEE R.C.P. I CEILING SLOPES INTERIOR FACE OF EXTERIOR WALL CONSTRUCIION FACE OF WALL BEYOND =-1 I — SEE ARCHITECTURAL SECTIONS SHOWER ENTRANCE SHOWER REAR WALL CERAMIC TILE OVER WATER PROOFING MEMBRANE (LATICRETE HYDROBAN, NOTES: OR EQUAL) OVER 5/8" PORTLAND CEMENT PLASTER OVER METAL STUD 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CEILING FRAMING FRAMING WITH INSULATION. STUD SIZE AS REQUIRED FOR CEILING MEMBER SIZES AND SUPPORT. COMPLY WITH SPECIFIC SIZES SUPPORT. SHOWN FOR DIMENSIONAL LAYOUTS IN SPECIFIC DETAILS. SUBMIT SEALED, ENGINEERED DRAWINGS WITH METAL STUD SUBMITTAL. PROVIDE 1/4" CAULK JOINT BETWEEN TILE AND CEILING 2. PROVIDE PORTLAND CEMENT PLASTER AT ALL SHOWER CEILINGS. 3. PROVIDE WATER PROOFING MEMBRANE AT ALL SHOWER CEILINGS. CERAMIC TILE OVER WATER PROOFING MEMBRANE (LATICRETE HYDROBAN, OR EQUAL) OVER 5/8" PORTLAND CEMENT PLASTER OVER METAL STUD 4. DETAILS ARE SIMILAR AT FLAT CEILING SHOWER AREAS. FRAMING WITH INSULATION — SEE WALL TYPES FOR FULL CONSTRUCTION INFORMATION 2 TYPICAL SHOWER ROOM CEILING DETAIL SEAL GYPSUM BOARD AND VAPOR BARRIER TIGHT TO UNDERSIDE OF ROOF/FLOOR DECK ABOVE (NOT SHOWN). 5/8" MOISTURE RESISTANT GYPSUM BOARD I I OVER VAPOR BARRIER OVER METAL STUDS AT 16" O.C. WITH 3" BATT INSULATION. SEE I i .;....: I WALL TYPES FOR STUD SIZE. PROVIDE 3/4" GAP IN FRAMING TO ALLOW WOOD PANEL BAND. SEE I.D. DRAWINGS FOR CEILING MOVEMENT AND DETAILS 1&2/A-7.4. I LAP CEILING VAPOR BARRIER ONTO WALL I I VAPOR BARRIER PROVIDE MINIMUM 1" SLACK I I IN VAPOR BARRIER CONTROL JOINT — — — — — — - ------------ — — 1 B.O. CEILING B.O. SOFFIT 5/8' GYPSUM BOARD OVER 6' METAL- % --- -----------— —------- STUDS AT 16" O.C. SEAL GYPSUM BOARD I t" :I SEE R.C.P.s SEE R.C.Ps AND FRAMING TO UNDERSIDE OF 5/8" MOISTURE RESISTANT GYPSUM BOARD ROOF/FLOOR DECK ABOVE (NOT SHOWN). II OVER VAPOR BARRIER OVER METAL STUDS wil AT 16' O.C. METAL STUD SIZE AS TRANSITION BETWEEN MOISTURE RESISTANT �?I REQUIRED FOR INSTALLATION GYPSUM D AND STANDARD GYPSUM I y ;I 3/8" CONTROL JOINT — JOINT SEALANT AND BOARD il BACKER ROD. STRIKE FLUSH. NOTES• B.O. HEADER 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CEILING FRAMING MEMBER SIZES SEE R.C.P.s AND SUPPORT. COMPLY WITH SPECIFIC SIZES SHOWN FOR DIMENSIONAL LAYOUTS IN SPECIFIC DETAILS. SUBMIT SEALED, ENGINEERED DRAWINGS WITH METAL STUD PARTIAL HEIGHT GYPSUM BOARD PILASTER RETURN VAPOR BARRIER AT HEADER SUBMITTAL BEYOND. SEE TYPICAL DETAIL.. SCHEDULED WINDOW AND GLAZING 2. PROVIDE MOLD AND MOISTURE RESISTANT GYPSUM BOARD AT THE CEILING OF ALL RETURN WOOD PANEL BAND AT WINDOW TOILET ROOMS, RESTROOMS, SAUNAS, AND OTHER WET AREAS. HEAD. SEE TYPICAL WOOD PANEL BAND DETAILS. 3. PROVIDE VAPOR BARRIER WHERE INDICATED IN SPECIFlC DETAILS AND AT ALL WALLS AND CEILINGS OF THE POOL. RECEPTION POOL TYPICAL HEADER AT INTERIOR POOL WINDOWS DETAIL TYPICAL GYPSUM BOARD CEILING DETAIL EXTEND FRAMING TO ROOF/FLOOR STRUCTURE OVERHEAD WIRE HANGER / METAL STUD HANGER — SIZE AND SPACING AS REQUIRED FOR CEILING SUPPORT 5/8" GYPSUM BOARD OVER METAL STUD FRAMING AT 16" O.C. — SIZE AS REQUIRED FOR CEILING SUPPORT GYPSUM BOARD MANUFACTURER MAY RECOMMEND A CONTROL JOINT AT JUNCTURE BETWEEN WALL AND CEILING. REVIEW ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLING, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. WLO�O z v 0 C14 O civ t7 M M o •Kt .4.j co c W U p c �� �Q s U w 00 L x M 0 0 L w (U O " U M t o p O a o O u- Ln O J za 2� m►-=WOz0-� N'�.'6 uj aWO ® UZ ~ ~ a UZ' =aw-zwOwFr co 0 xwWawxw�a Laj 0 OWMW r U ~ OOCOO _ Of Fl. E. SCHRpFo, •� AR0016346 L° 0 06 0 z Sheet Name: INTERIOR DETAILS Proj #: Iesue Date: 170264 09-01-2017 Sheet No.: A=702 Drawn By: Checked By: WB/KC KC EXTEND FRAMING TO ROOF/FLOOR STRUCTURE OVERHEAD WIRE HANGER / METAL STUD HANGER — SIZE AND SPACING AS REQUIRED FOR CEILING SUPPORT 5/8" GYPSUM BOARD OVER METAL STUD FRAMING AT 16" O.C. — SIZE AS REQUIRED FOR CEILING SUPPORT GYPSUM BOARD MANUFACTURER MAY RECOMMEND A CONTROL JOINT AT JUNCTURE BETWEEN WALL AND CEILING. REVIEW ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLING, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. WLO�O z v 0 C14 O civ t7 M M o •Kt .4.j co c W U p c �� �Q s U w 00 L x M 0 0 L w (U O " U M t o p O a o O u- Ln O J za 2� m►-=WOz0-� N'�.'6 uj aWO ® UZ ~ ~ a UZ' =aw-zwOwFr co 0 xwWawxw�a Laj 0 OWMW r U ~ OOCOO _ Of Fl. E. SCHRpFo, •� AR0016346 L° 0 06 0 z Sheet Name: INTERIOR DETAILS Proj #: Iesue Date: 170264 09-01-2017 Sheet No.: A=702 Drawn By: Checked By: WB/KC KC O J za 2� m►-=WOz0-� N'�.'6 uj aWO ® UZ ~ ~ a UZ' =aw-zwOwFr co 0 xwWawxw�a Laj 0 OWMW r U ~ OOCOO _ Of Fl. E. SCHRpFo, •� AR0016346 L° 0 06 0 z Sheet Name: INTERIOR DETAILS Proj #: Iesue Date: 170264 09-01-2017 Sheet No.: A=702 Drawn By: Checked By: WB/KC KC B.O. CEILING SEE R.C.P. ELECTRIC 'J' BOX. SUPPORT FROM STRUCTURE ABOVE WITH UNISTRUT AND THREADED ROD FRAMING SYSTEM. CEILING SUSPENSION GRID AND WIRES SUSPENDED WOOD CEILING ON CONCEALED CUP SYSTEM. SEE I.D. DRAWINGS. TRIM PLANKS TO JUNCTION BOX. WHERE TRIMMED PLANKS CANNOT BE SECURED TO THE CONCEALED CLIP SYSTEM, SECURE TO GRID WITH SCREWS SET FROM ABOVE. DO NOT PENETRATE SURFACE OF WOOD CEILING. EXPOSED SCREWS ARE NOT ACCEPTABLE. PENDANT LIGHT FIXTURE AT RECEPTION AREA. SEE ELECTRICAL DRAWINGS. NOTE: FACTORY FINISH RODS AND CORDS IN "BROWN". TYPICAL RECEPTION PENDANT LIGHT FIXTURE DETAIL 1"=1'-0" CONTINUE WALL FURRING TIGHT TO UNDERSIDE OF ROOF DECK ABOVE. GYPSUM BOARD SHALL BE CONTINUOUS AND UNINTERRUPTED THE FULL HEIGHT OF THE WALL. ROOFING SYSTEM, SEE ROOF PLAN METAL DECK STEEL JOIST -J 5/8" GYPSUM BOARD OVER 3 5/8' METAL STUDS AT 16" O.C. B.O. SOFFIT 15'-2' A.F.F. ROOF DRAIN LINES - SEE PLUMBING DRAWINGS FACE OF PIER AT MAIN ENTRANCE BEYOND. WOOD PANELS SHALL NOT PROJECT PAST FACE OF PIER. WOOD PANEL BAND. SEE I.D. DRAWINGS AND DETAILS 1&2/A-7.4. 5/8" GYPSUM BOARD OVER 1 5/8" METAL FRAMING AT 16" O.C. 3'-5" 3'-0", OF OVERFLOW ROOF DRAIN 1'-8 OF ROOF DRAIN I II I I I II I I II it ' I I 2•_1» I II 1'-118", CLEAR i I I 1--------- B.O. SOFFIT -------- 12 -0 A.F.F. 5/8" GYPSUM BOARD OVER 3 5/8" METAL STUDS AT 16" O.C. WALL FURRING - SEE WALL TYPES EXTERIOR WALL CONSTRUCTION - SEE ' WALL SECTIONS e**' -4—**\ TYPICAL SOFFIT AT ROOF DRAIN LINES DETAIL SEE WALL 12'-4 FINISH FACE OF GYPSUM BOARD 1j" CLR. 4'-0' 8'-0" 1j" CLR. nn n n n °° n n FINISH FACE OF "_......:............. " " ADJACENT GYPSUM I I I I I " I I " I I I I I I I I I I I BOARD CEILING ...................... - - CONSTRUCTION FASTENER LOCATION. ALIGN AS SHOWN ............... ........................... °I .. .I............ ° REVEALS ROUTED U -I 1 1 4'-0" 11 I I I 1 1 81`40 I I I I IN PANELS °I I 1°I I•I I•I I° I I°I I°I SYNTHETIC WOOD PANELS, SEE I.D. 1'-3' 1'-4" 1'-3" 1'-3qn " 1" 1" OPEN 3/8" JOINT BETWEEN PANELS _ N °°Uj LaJ ......." ........ ........:x.. ... a -K-' BUTT JOINTS AT SHORT BLACK ANODIZED ALUMINUM Z FURRING AT 5 ENDS OF PANELS WITH ALL LOCATIONS EXCEPT WHERE THERE IS A UNOTES: NO VISIBLE GAP. PANEL JOINT. PROVIDE BLACK ANODIZED M»oo 1. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD AND SYNTHETIC WOOD CEILING PANELS. ALUMINUM HAT CHANNEL AT PANEL JOINTS. 2. 48 SYNTHETIC WOOD PANELS ARE TO BE CUT IN HALF INTO 2x8' PIECES THEN ROUTED INTO EQUAL SECTIONS AS INDICATED IN THE DETAIL. REVEALS SHALL BE 3/8" WIDE x 2mm DEEP, PER MANUFACTURER'S RECOMMENDATION. 3. EXPOSED SCREWS USED TO FASTEN STONE WOOD PANEL TO FURRING STRIPS ARE TO BE SFS INTEC - COLOR MONTANA WALNUT (MO 71726062). 4. FURRING STRIPS SHALL BE 'H' AND 'Z' CHANNELS AS REQUIRED AND ARE TO BLACK ANODIZED ALUMINUM (0:090 THICK, 6063 ALLOY AND TEMPER T6). NO EXCEPTION. 5. FIELD VERIFY ALL DIMENSIONS. ADJUST PANEL WIDTHS AND LENGTHS AS REQUIRED. ALL PANELS SHALL BE THE SAME WIDTH, WITH THE SAME LENGTH. PROVIDE 1/2 PANELS AS SHOWN ABOVE, WITH STAGGERED PATTERN. DO NOT ADJUST CLEAR DIMENSIONS. REVIEW ALL DIMENSIONAL CHANGES WITH THE ARCHITECT PRIOR TO FABRICATING BOARDS. ,/� TYPICAL POOL CEILING PANEL LAYOUT 1/2"=11-0" RETURN ROOF MEMBRANE UP WALL r ROOF CONSTRUCTION - SEE WALL NOTE: 1. THE CONTRACTOR SHALL VERIFY THAT THE GYPSUM BOARD FRAMING IS CAPABLE OF SUPPORTING THE ADDITIONAL WEIGHT OF THE HAT CHANNELS AND THE SYNTHETIC WOOD PANELS. PROVIDE ADDITIONAL REINFORCEMENT/FRAMING AS REQUIRED. 2. THE CONTRACTOR SHALL COORDINATE SYNTHETIC WOOD PANEL AND SKYLIGHT LAYOUT TO ENSURE PROPER INSTALLATION OF FULL PANELS. PERFORM COORDINATION PRIOR TO FABRICATING ROOF FRAMING. FIELD VERIFY ALL DIMENSIONS. ADJUST PANEL WIDTHS AND LENGTHS AS REQUIRED. ALL PANELS SHALL BE THE SAME WIDTH, WITH THE SAME LENGTH. PROVIDE 1/2 PANELS AS SHOWN ABOVE, WITH STAGGERED PATTERN. DO NOT ADJUST CLEAR DIMENSIONS. REVIEW ALL DIMENSIONAL CHANGES WITH THE ARCHITECT PRIOR TO FABRICATING BOARDS. 3. FRAMING CHANNELS AT SYNTHETIC WOOD CEILING SHALL BE INSTALLED SO NO CHANNEL IS VISIBLE. 4. CONTRACTOR SHALL PROVIDE ALL UGHT FIXTURES WITH EXTENDED WHIP, FIELD VERIFY ALL LENGTHS. WHIPS SHALL PERMIT INSTALLATION OF FIXTURE SO ALL JUNCTION BOXES AND DEVICES ARE LOCATED AT A REMOTE, ACCESSIBLE LOCATION OUTSIDE OF THE POOL. COPING BELOW. MAINTAIN MINIMUM DISTANCE INDICATED, BUT NOT LESS THAN INDICATED ON r2—Ns\ TYPICAL CEILING DETAIL AT POOL (LONGITUDINAL SECTION) THE REFLECTED CEILING PLANS. 1 1/2"=l' -O" RETURN ROOF MEMBRANE UP WALL ROOF CONSTRUCTION - SEE WALL SECTIONS AND ROOF PLAN STEEL ANGLE `- METAL ROOF DECK NOTE: 1. THE CONTRACTOR SHALL VERIFY THAT THE GYPSUM BOARD FRAMING IS CAPABLE OF SUPPORTING THE ADDITIONAL WEIGHT OF THE HAT 0 CHANNELS AND THE SYNTHETIC WOOD PANELS. PROVIDE ADDITIONAL REINFORCEMENT/FRAMING AS REQUIRED. 2. THE CONTRACTOR SHALL COORDINATE SYNTHETIC WOOD PANEL AND SKYLIGHT LAYOUT TO ENSURE PROPER INSTALLATION OF FULL PANELS. PERFORM COORDINATION PRIOR TO FABRICATING ROOF FRAMING. FIELD VERIFY ALL DIMENSIONS. ADJUST PANEL WIDTHS AND LENGTHS AS REQUIRED. ALL PANELS SHALL BE THE SAME WIDTH, WITH THE SAME LENGTH. PROVIDE 1/2 PANELS AS SHOWN ABOVE, WITH STAGGERED PATTERN. DO NOT ADJUST CLEAR DIMENSIONS. REVIEW ALL DIMENSIONAL CHANGES WITH THE ARCHITECT PRIOR TO FABRICATING BOARDS. 3. FRAMING CHANNELS AT SYNTHETIC WOOD CEILING SHALL BE INSTALLED SO NO CHANNEL IS VISIBLE. 4. CONTRACTOR SHALL PROVIDE ALL LIGHT FIXTURES WITH EXTENDED WHIP, FIELD VERIFY ALL LENGTHS. WHIPS SHALL PERMIT INSTALLATION OF FIXTURE SO ALL JUNCTION BOXES AND DEVICES ARE LOCATED AT A REMOTE, ACCESSIBLE LOCATION OUTSIDE OF THE POOL. K EXTERIOR WALL CONSTRUCTION, SEE WALL SECTIONS. I I I I I CLEAR GAP BETWEEN 170264 II I I I I1 B.O. GYPSUM BOARD PANEL SECTIONS . AR0016346 . EXTERIOR WALL FURRING - CONT. TO ROOF DECK ABOVE. SEE WALL TYPES AND WALL SECTIONS. I I 11" I o0 I i II I11721 I I EQ. EQ. II I I I I B.O. SYNTHETIC WOOD CEILING —TT— 16'-0' A.F.F. EQ. EQ. EQ. CONTRACTOR SHALL PROVIDE ALL LIGHT FIXTURES IN I I POOL AREAS WITH EXTENDED WHIPS, FIELD VERIFY ALL I I " LENGTHS. WHIPS SHALL PERMIT INSTALLATION OF I I I I ;LR. I 1'-11", TYPICAL PANEL WIDTH. " CLR, ALL PANELS SHALL BE FIXTURE SO ALL JUNCTION BOXES AND DEVICES ARE I I THE SAME WIDTH. FIELD TM LOCATED AT A REMOTE, ACCESSIBLE LOCATION OUTSIDE I I PRIOR TO FABRICATION.rrF OF THE POOL. I II I I II LINE OF POOL BEAM (BEYOND) LINEAR DIFFUSER OCCURS AT POOL WINDOWS. I I COORDINATE CEILING FRAMING WITH DIFFUSER LOCATIONS. I I SEE MECHANICAL DRAWINGS. i i I I I I I I B.O. GYPSUM BOARD 5/8' MOISTURE RESISTANT GYPSUM BOARD OVER VAPOR BARRIER OVER METAL STUD FRAMING AT 16" O.C., SIZE AS REQUIRED ELECTRICAL. JUNCTION BOX I I I I POOL BEAM (BEYOND) I I 15'-0' A.F.F. I LIGHT FIXTURE, SEE ELECTRICAL UNE OF SOFFIT RETURN BEYOND CONTINUE VAPOR BARRIE THROUGH TO VAPOR BARRIER I ( I I +--A7WALL---------------- — 5/8' MOISTURE RESISTANT GYPSUM BOARD OVER \ VAPOR BARRIER OVER 3 5/8" METAL STUD FRAMING AT 16' O.C. +- --—— — — — — ——-------- — — I — — 1 I '° 1'-1" MIN. FIELD VERIFY. SEE R.C.P. PLAN SEE R.C.P.s TYPICAL CEILING DETAIL AT POOL (TRANVERSE SECTION) 1 1/2"=l' -O" ------------------ r-+`�Y:?-+ �,i-}.1'�.i-'S.'�•t �•C"-Z'i.t �•C''yC" r'�r, y-f�rl�•"✓`..('"`.^t�`-^1�.(�S•-Z"'�^,r-S.;Y�'Y�'Y�'Y�t-•*-1 `-i `-Yr.,f`-t�`-t FASTENER LOCATION SYNTHETIC WOOD ARCHITECTURAL PANELS INSTALLED OVER BLACK ANODIZED ALUMINUM 'Z' CUPS, SEE I.D. DRAWINGS. SEE 3/A-7.3 FOR TYPICAL PANEL LAYOUT. PROJECTED LINE OF EDGE OF DECK/POOL COPING BELOW. MAINTAIN MINIMUM DISTANCE INDICATED, BUT NOT LESS THAN INDICATED ON THE REFLECTED CEILING PLANS. 1'-1" MIN. FIELD VERIFY. SEE R.C.P.s 3'-6', VERIFY WITH R.C.P. —1 -------------------------- --------------------------- rt — I I I I TERMINATE MATTE BLACK PAINT AT END OF FURRING. I 30 1. CLR. �- 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER VAPOR BARRIER OVER CEILING SUSPENSION SYSTEM. PAINT GYPSUM BOARD BEHIND SYNTHETIC WOOD CEILING, MATTE I BLACK. 5/8' MOISTURE RESISTANT GYPSUM BOARD OVER VAPOR BARRIER OVER METAL STUD FRAMING AT 16" O.C., SIZE AS REQUIRED. PROVIDE WITH 3" BATT INSULATION. COORDINATE ALL FRAMING TO PERMIT INSTALLATION OF LIGHT FIXTURE WALL AND/OR LOWER CEILING CONSTRUCTION - BEYOND. SEE WALL TYPES AND OTHER CEILING DETAILS. B.O. DECK ELEV. VARIES B.O. SYNTHETIC WOOD CEILING I 16'-0" A.F.F. B.O. GYPSUM BOARD POOL BEAM 16'-0' A.F.F. INTERIOR WALL CONSTRUCTION, SEE WALL TYPES CONTINUE VAPOR BARRIE THROUGH TO VAPOR BARRIER AT WALL B.O. GYPSUM BOARD SOFFIT AT PERIMETER OF POOL 12'-8" A.F.F. SEE ROOF PLAN II III METAL ROOF DECK STEEL JOIST SEE Z w 0 Ln U L Q 0 0 L w QJ z O " L " V w V) 0 U W r it d z04\0 O N 7 M M R Q O •�' 0 s Q w 00 M LL 0 J o 00 W Z �Waj0d m�LU wpZo �VH2W r W jILa 0 N 2 W W a F- ®V W = ZZ U Z CDWwa2j �a >-OmN�Vc) L0 P f - co LL 0 ' OF F INTERIOR DETAILS I I II 170264 09-01-2017 I I1 B.O. GYPSUM BOARD Drawn By:ecked . AR0016346 . WB/KC CEILING 16'-8* A.F.F. -=::", I B.O. SYNTHETIC WOOD CEILING —TT— 16'-0' A.F.F. _ II B.O. GYPSUM BOARD POOL BEAM (BEYOND) I I 15'-0' A.F.F. I •- I i II II L°'I I I B.O. GYPSUM BOARD SOFFIT I— — — — AT PERIMETER OF POOL 12'-8" A.F.F. SEE Z w 0 Ln U L Q 0 0 L w QJ z O " L " V w V) 0 U W r it d z04\0 O N 7 M M R Q O •�' 0 s Q w 00 M LL 0 J o 00 W Z �Waj0d m�LU wpZo �VH2W r W jILa 0 N 2 W W a F- ®V W = ZZ U Z CDWwa2j �a >-OmN�Vc) L0 P f - co LL 0 ' OF F INTERIOR DETAILS Prof #: ,4) 170264 09-01-2017 Sheet No.: A=7*3 Drawn By:ecked . AR0016346 . WB/KC KC r 0F� INTERIOR DETAILS Prof #: Issue Date: 170264 09-01-2017 Sheet No.: A=7*3 Drawn By:ecked By: WB/KC KC r a CL L°'I Z o Sheet Name: INTERIOR DETAILS Prof #: Issue Date: 170264 09-01-2017 Sheet No.: A=7*3 Drawn By:ecked By: WB/KC KC r DI su TOP OF DRINKING FOUNTAIN SURROUND BELOW 12"H METAL LETTERS PLASTIC LAMINATE SECONDARY SIGNAGE RETURN CASEWORK AT SIDE OF DRINKING FOUNTAIN ALCOVE AT SIM. CONDITION AT AT VENDING AREA, TERMINATE CASEWORK RETURN AT FACE OF WALL VI\11.1\II�V I VVI\TNI\ JVI\1\VVI.V ELEVATION SIDE RETURN WALL/SOFFIT CONSTRUCTION, SEE PLANS AND DETAILS 12'H METAL LETTERS NOFFIT//SIGNAGE 'Z' CUPS AT FACE OF WALL/SOFFIT WERIORA.F.F. PLASTIC LAMINATE SECONDARY SIGNAGE CASEWORK is B.O. SIGI B.O.- CASEWORK NOTES: 1. DETAIL SHOWN IS AT DRINKING FOUNTAIN LOCATIONS. DETAIL IS SIMILAR AT VENDING AREA. 2. PLASTIC LAMINATE SECONDARY SIGNAGE CASEWORK, 'Z' CUPS, AND METAL LETTERS AND ARE PROVIDED AND INSTALLED BY LAF VENDOR. 3. CONTRACTOR SHAD_ COORDINATE ALL INSTALLATION REQUIREMENTS AND SEQUENCING WITH THE LAF VENDOR. ■r• ■�^ter.■ w, p� w ■ wr• ■ t. w^ �� iw� w i•w� w w r. •w � w� i• w • w" • � w •-� w• � r. • � " •w •...• •�� - r. �.• w r. AT BASKETBALL ENTRANCE, CONTINUE VERTICAL I JUNCTION BOX, BY G.C. LOCATE ABOVE FACE OF SOFFIT TO UNDERSIDE OF ROOF DECK 1.1 I I 1I ACCESSIBLE CEILING IN ADJACENT ROOM. NOWT WHERE AN END OF THE SIGNAGE STEEL FRAMING IS NOT ABOVE _ _ _ _ _ _ _ _ _ I f ...... :=' I � AT BASKETBALL ENTRANCE, LOCATE JUNCTION PROVIDED, USE THIS FRAMING SUPPORT. TYPICALLY OCCURS AT KIDS AT BASKETBALL ENTRANCE, THERE IS A GYPSUM 1 . - 1 I ,`- I I BOX ABOVE ACCESSIBLE CEILING IN ADJACENT KLUB ENTRANCE. BOARD SOFFIT RETURNED ABOVE. SEE R.C.P.s I I I i CORRIDOR, NOT IN BASKETBALL. ♦......._ .._. 1 B.O. SOFFIT (BASKETBALL ONLY) �-- -�- - - - - - - - I :.: /' I STEEL BEAM AT ROOF - �- - - - - - - T.O. PANELING TYP. 15'-l' A.F.F. I t `.:==--a 15--0 1/2- A.F.F. 2"x2" STEEL TUBE HANGER IN I 6", 16GA HORIZONTAL METAL STUD HORIZONTAL WOOD SLAT PANELING, SEE I.D. I; "" '..::::I B.O. CEILING BRACES. CONNECT TO WALL FRAMING. DRAWINGS AND DETAILS 1&2/A-7.4. .. ,J I SEE R.C.P.s PROVIDE (1) AT MIDSPAN OF THE TUBI AT BASKETBALL ENTRANCE, FACE OF WALL I SEE PLAN I ...... I BRACE IS NOT REQUIRED WHERE TUBE BEYOND p I .._...- .. I SCHEDULED CEILING, SEE R.C.P.s END IS SUPPORTED ON METAL STUDS 6" I WALL CONSTRUCTION, SEE WALL TYPES ...........•' ", " CANTILEVER - - - - - - I� , . 8x4x3/16 LOOSE HSS STEEL TUBE BRACKET ARMS + + TRANSLUCENT RESIN PANEL AND I�`, ,31 HEADER. BEAR ON STRUCTURAL STUDS SUPPORT BRACKET 3" • I " I; ' I AND CAP TRACK AT ENDS OF WINDOW, + + WELD TO CAP TRACK. SEE 4/A-7.4. - - - - - - "' i TUBE STEEL MUST BE SET LEVEL, FRONT 120H METAL LETTERING 2'-0" IN... ... I TO BACK AND SIDE TO SIDE. CENTER IN STEEL TUBE LINTEL is I i (`................ WALL. LAF VENDOR SHALL PROVIDE ACCESS FOR I, I DERIVE AND ELECTRICAL CONNECTIONS. I FIRE -RETARDANT -TREATED WOOD BLOCKING, AS METAL STUD WALL SEE 4/A-7.4. I I,......._..'•........ % I Y REQUIRED. FRAMINGENTT KIDS KLUB RANCE WALL LIGHT FIXTURE, SEE ELECTRICAL o: WOOD CASEWORK 'EYEBROW' NOTES: 1. EYEBROW SIGNAGE CASEWORK, HORIZONTAL WOOD SLATS, METAL LETTERS, RESIN PANELS, AND LIGHTING UNDER RESIN PANELS ARE PROVIDED AND INSTALLED BY LAF VENDOR. LIGHT FIXTURE, BY LAF ~- - -- r ------- -1 B.O. INTERIOR SIGNAGE/ 2 CONSTRUCTION, AND ELECTRICAL CONTRACTOR SHALL PROVIDE BPOINT OFE STEEL CONNECTION.EC ON� VENDOR B.O. PANELING 3. CONTRACTOR SHALL COORDINATE ALL INSTALLATION REQUIREMENTS AND 2x2x3/16" HSS STEEL TUBES. SET LEVEL -2 2x2 TUBE LENGTH �� 12 -0 A.F.F. SEQUENCING WITH THE LAF VENDOR. SIDE TO SIDE AND FRONT TO BACK. I FACE OF WALL JOINT SEALANT AND BACKER ROD, EACH SIDE 4. TUBES, AND Z CUPS BEHIND WOOD SLAT PANEUNG SHALL BE BLACK BEYOND VERIFY ANODIZED ALUMINUM. GYPSUM BOARD SHALL BE PAINTED MATTE BLACK, LOW VOLTAGE WIRING AND DRIVERS TO SCHEDULED WINDOW AND GLAZING SEE I.D. DRAWINGS STOP PAINT FINISH 2' INSIDE TOP AND BOTTOM OF JUNCTION BOX, SEE ELECTRICAL WOOD BAND. ■ � ■ .� p- �\ ■ A �\ A ■ A � ■ t• I� p-- ��� � p-\ p- � � ■ p- � � p- -� p■� A • t• n t• 1t• � � � ■ A p-\ r\ A A � t• p- t• ■ T p■� t• t• ■ A p- A � A p� A 1- ■ A t• ■ 1 1/2"=l'-0" W d r t Tr go ' 2x2x3/16" STEEL HSS TUBES, WELD TO HEADER TUBE WITH 1/4" FILLET WELDS, ALL SIDES. PROVIDE (1) TUBE AT EACH END AND AT 48" O.C., MAX. (3) 18GA. METAL STUDS AT EACH WINDOW JAMB. FIRST TWO ARE FOR TUBE HEADER BEARING. THIRD STUD CONTINUES FULL HEIGHT OF WAIL. CAP FIRST TWO STUDS WITH 18GA RUNNER TRACK. WELD HEADER TUBE TO TRACK WITH 1/8" FILLET WELD, ALL SIDES. TYP. AT EACH JAMB. ELEVATION 5 A-7.4 8x4x3/16" LOOSE HSS STEEL TUBE HEADER. HORIZONTAL WOOD SLAT PANELING, SEE ID. BEAR ON STRUCTURAL STUDS AT ENDS OF WINDOW. AND DETAILS 1&2/A-7.4 WALL CONSTRUCTION - SEE WALL TYPES r10"x24" CUT-OUTS PROVIDED IN TOP OF I CASEWORK TO ACCESS DRIVERS, ETC. �-- PAINTED GYPSUM BOARD WALL, SEE I.D. 12" H METAL LETTERING WOOD CASEWORK 'EYEBROW, BY LAF 5 T.O. PANELING ---f- 15'-0 1/2- A.F.F. �- TRANSLUCENT RESIN PANEL PANEL. LIGHT FIXTURE BY LAF VENDOR. 12" H METAL LETTERING 1'-0"L STEEL HEADER TUBE 3" CONCEALED IN WALL, BEYOND ,I=== CASEWORK 'EYEBROW' SCHEDULED WINDOW AND GLAZING ELEMENT EQ. EQ. ___-- -----� STEEL TUBES IN 'EYEBROW', BEYOND W BEYOND I\`_____________ -DRIVER ------------ ---- W HORIZONTAL WOOD SLAT PANELING, SEE 1 &2/A-7.4 BLOCKING, BY LAF VENDOR. AND 2/A-7.4. a B.O. PANELING/ - - - - -- - - A -M - - 12'7 A.F.F. �- PAINTED GYPSUM BOARD I ' -- WALL, SEE I.D. DRAWINGS. p p 3/4 x5 1/4 HORIZONTAL WOOD SLATS, SEE I.D. r - - - - - - - - - - - - - - - - - - - - - - - - - - FIXTURE. RUN ADJACENT TO VERTICAL TUBES. DRAWINGS r -i r-1 LJ LJ _0M r-1 LJ r LJ i a 3/4'x 1 1/2' VERTICAL ALUMINUM TUBES SPACED--•.. :. I K ....... o EQUALLY (24" O.C. MAX.) WITH ROUTED SLOTS TO i I �� 7 I "" W W d r t Tr go ' 2x2x3/16" STEEL HSS TUBES, WELD TO HEADER TUBE WITH 1/4" FILLET WELDS, ALL SIDES. PROVIDE (1) TUBE AT EACH END AND AT 48" O.C., MAX. (3) 18GA. METAL STUDS AT EACH WINDOW JAMB. FIRST TWO ARE FOR TUBE HEADER BEARING. THIRD STUD CONTINUES FULL HEIGHT OF WAIL. CAP FIRST TWO STUDS WITH 18GA RUNNER TRACK. WELD HEADER TUBE TO TRACK WITH 1/8" FILLET WELD, ALL SIDES. TYP. AT EACH JAMB. ELEVATION 5 A-7.4 8x4x3/16" LOOSE HSS STEEL TUBE HEADER. HORIZONTAL WOOD SLAT PANELING, SEE ID. BEAR ON STRUCTURAL STUDS AT ENDS OF WINDOW. AND DETAILS 1&2/A-7.4 WALL CONSTRUCTION - SEE WALL TYPES r10"x24" CUT-OUTS PROVIDED IN TOP OF I CASEWORK TO ACCESS DRIVERS, ETC. �-- PAINTED GYPSUM BOARD SCHEDULED WINDOW AND GLAZING l• r, r "' f r j r r, t, r 1 i 1 t r t r, r 1 r t r, t r\ It, f 1 f' r t � r r•, r 1 r t r .t, i,� r: � f� jt � � 7C � ! t ft r• fl � I' r 1 f r t � f: r'` ft! r j r f l r r r f tf r i r t r t r i r i J r t i 10' 4:74,71 tj ;r :i tf j ,r 1t 1r 1 t it t \ F ii ,i v I i it j t �. e' i ,1 �r r �, 11 iC -* � .7C�`. ��7-(77' � -��-)}�- ? \ 1 ,�-1 ; r-------------------- I I -- ----------------- `i I I II i i II i i II II II I I II I 1 II o L_1 LJ LJ -------------------- LJ N UGHT FIXTURE, SEE ELECTRICAL WALL, SEE I.D. 12" H METAL LETTERING WOOD CASEWORK 'EYEBROW, BY LAF 5 T.O. PANELING ---f- 15'-0 1/2- A.F.F. �- TRANSLUCENT RESIN PANEL PANEL. LIGHT FIXTURE BY LAF VENDOR. 12" H METAL LETTERING 1'-0"L STEEL HEADER TUBE 3" CONCEALED IN WALL, BEYOND ,I=== CASEWORK 'EYEBROW' SCHEDULED WINDOW AND GLAZING ELEMENT EQ. EQ. ___-- -----� STEEL TUBES IN 'EYEBROW', BEYOND W BEYOND I\`_____________ -DRIVER ------------ ---- W HORIZONTAL WOOD SLAT PANELING, SEE 1 &2/A-7.4 BLOCKING, BY LAF VENDOR. AND 2/A-7.4. a B.O. PANELING/ WOOD...................... (2) CONT. FIRE -RETARDANT -TREATED WOOD�..."' B.O. INTERIOR SIGNAGE 12'7 A.F.F. �- PAINTED GYPSUM BOARD I ' -- WALL, SEE I.D. DRAWINGS. SCHEDULED WINDOW AND GLAZING l• r, r "' f r j r r, t, r 1 i 1 t r t r, r 1 r t r, t r\ It, f 1 f' r t � r r•, r 1 r t r .t, i,� r: � f� jt � � 7C � ! t ft r• fl � I' r 1 f r t � f: r'` ft! r j r f l r r r f tf r i r t r t r i r i J r t i 10' 4:74,71 tj ;r :i tf j ,r 1t 1r 1 t it t \ F ii ,i v I i it j t �. e' i ,1 �r r �, 11 iC -* � .7C�`. ��7-(77' � -��-)}�- ? \ 1 ,�-1 ; r-------------------- I I -- ----------------- `i I I II i i II i i II II II I I II I 1 II o L_1 LJ LJ -------------------- LJ N UGHT FIXTURE, SEE ELECTRICAL SAME WIDTH AS WINDOW. WINDOW WIDTHS VARY, SEE WINDOW TYPES. FIELD VERIFY. PLAN 3" p NOTES: 1. EYEBROW SIGNAGE CASEWORK, HORIZONTAL WOOD SLATS, METAL LETTERS, RESIN PANELS, AND LIGHTING UNDER RESIN PANELS ARE PROVIDED AND INSTALLED BY LAF VENDOR. 2. CONTRACTOR SHALL PROVIDE TUBE STEEL FRAMING, WALL CONSTRUCTION, AND ELECTRICAL POINT OF CONNECTION. 3. CONTRACTOR SHALL COORDINATE ALL INSTALLATION REQUIREMENTS AND SEQUENCING WITH THE LAF VENDOR. 4. TUBES, AND Z CUPS BEHIND WOOD SLAT PANEUNG SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM BOARD SHALL BE PAINTED MATTE BLACK, SEE I.D. STOP PAINT FINISH 2' INSIDE TOP AND BOTTOM OF WOOD BAND. INTERIOR SIGNAGE TYPE 1 ('EYEBROW AT MAJOR ROOM ENTRANCES) - PLAN AND ELEVATION 8" NOTES: 1. DETAIL SHOWN IS AT DRINKING FOUNTAIN LOCATIONS. DETAIL IS SIMILAR AT VENDING AREA. 2. PLASTIC LAMINATE SECONDARY SIGNAGE CASEWORK, 'Z' CUPS, AND METAL LETTERS AND ARE PROVIDED AND INSTALLED BY LAF VENDOR. 3. CONTRACTOR SHALL COORDINATE ALL INSTALLATION REQUIREMENTS AND SEQUENCING WITH THE LAF VENDOR. INTERIOR SIGNAGE TYPE 2 ('SECONDARY' SIGNAGE) - SECTION 1 1/2"=V-0" MC CABLE, SEE ELECTRICAL. RUN ADJACENT TO VERTICAL BATTENS. RECESSED JUNCTION BOX, SET IN WALL BEYOND, WITH FLUSH COVER PLATE AND MC CABLE WHIPS TO EACH DRIVER. CONCEAL CABLE AS MUCH AS POSSIBLE. LOCATE CENTERED BEHIND WOOD SLAT. DRIVER FOR LIGHT FIXTURE. MOUNT DIRECTLY TO WALL, CENTERED BEHIND WOOD SLAT. CENTER LINE OF ROOM ----------------------------I---------------------------- -------------------------- 12" H METAL LETTERING WOOD CASEWORK 'EYEBROW, BY LAF 5 -t--t---------------------- ---f- LIGHT FIXTURE BELOW TRANSLUCENT RESIN VENDOR �- . PANEL. LIGHT FIXTURE BY LAF VENDOR. r-----T------� jl DRIVER BEYOND �-------------1 1'-0"L VARIES WITH TEXT 3" SAME WIDTH AS WINDOW. WINDOW WIDTHS VARY, SEE WINDOW TYPES. FIELD VERIFY. PLAN 3" p NOTES: 1. EYEBROW SIGNAGE CASEWORK, HORIZONTAL WOOD SLATS, METAL LETTERS, RESIN PANELS, AND LIGHTING UNDER RESIN PANELS ARE PROVIDED AND INSTALLED BY LAF VENDOR. 2. CONTRACTOR SHALL PROVIDE TUBE STEEL FRAMING, WALL CONSTRUCTION, AND ELECTRICAL POINT OF CONNECTION. 3. CONTRACTOR SHALL COORDINATE ALL INSTALLATION REQUIREMENTS AND SEQUENCING WITH THE LAF VENDOR. 4. TUBES, AND Z CUPS BEHIND WOOD SLAT PANEUNG SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM BOARD SHALL BE PAINTED MATTE BLACK, SEE I.D. STOP PAINT FINISH 2' INSIDE TOP AND BOTTOM OF WOOD BAND. INTERIOR SIGNAGE TYPE 1 ('EYEBROW AT MAJOR ROOM ENTRANCES) - PLAN AND ELEVATION 8" NOTES: 1. DETAIL SHOWN IS AT DRINKING FOUNTAIN LOCATIONS. DETAIL IS SIMILAR AT VENDING AREA. 2. PLASTIC LAMINATE SECONDARY SIGNAGE CASEWORK, 'Z' CUPS, AND METAL LETTERS AND ARE PROVIDED AND INSTALLED BY LAF VENDOR. 3. CONTRACTOR SHALL COORDINATE ALL INSTALLATION REQUIREMENTS AND SEQUENCING WITH THE LAF VENDOR. INTERIOR SIGNAGE TYPE 2 ('SECONDARY' SIGNAGE) - SECTION 1 1/2"=V-0" MC CABLE, SEE ELECTRICAL. RUN ADJACENT TO VERTICAL BATTENS. RECESSED JUNCTION BOX, SET IN WALL BEYOND, WITH FLUSH COVER PLATE AND MC CABLE WHIPS TO EACH DRIVER. CONCEAL CABLE AS MUCH AS POSSIBLE. LOCATE CENTERED BEHIND WOOD SLAT. DRIVER FOR LIGHT FIXTURE. MOUNT DIRECTLY TO WALL, CENTERED BEHIND WOOD SLAT. CENTER LINE OF ROOM ART GRAPHIC ABOVE WOOD BAND, SEE I.D. T.O. WOOD PANELING 12'-0 1/2- A.F.F. CONT. LED STRIP LIGHT, SEE ELECTRICAL. MOUNT DIRECTLY TO FlRE-RETARDANT-TREATED WOOD BLOCKING BY LAF VENDOR. LOW VOLTAGE WIRING FOR LIGHT FIXTURE. RUN ADJACENT TO VERTICAL TUBES. HORZ. WOOD SLATS TO MATCH LP -3, TYP. RE: ID DWGS, BY LAF VENDOR -- 3/4"x 1 1/2* VERTICAL ALUMINUM TUBES (BEYOND), SPACED EQUALLY (24" O.C. MAX.) WITH ROUTED SLOTS TO RECEIVE 'Z' CUPS. CONT. 'Z' CUPS (BEYOND), FASTENED TO METAL STUD FRAMING. LOCATE BEHIND HORIZONTAL WOOD SLATS. B.O. WOOD PANELING 9'-0" A.F.F. GYPSUM BOARD, PAINT BLACK. SEE I.D. DRAWINGS T.O. MIRROR 8'-6' A.F.F. MIRROR, SEE I.D. DRAWINGS NOTES: 1. HORIZONTAL WOOD SLAT PANELING, TUBES, Z CUPS, AND FIRE -RETARDANT -TREATED WOOD BLOCKING TO BE PROVIDED AND INSTALLED BY LAF VENDOR. 2. TUBES, AND Z CUPS BEHIND WOOD SLAT PANEUNG SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM BOARD AND WOOD BLOCKING SHALL BE PAINTED MATTE BLACK, SEE I.D. DRAWINGS. STOP PAINT FINISH 2" INSIDE TOP AND BOTTOM OF WOOD BAND. 3. CONTRACTOR SHALL COORDINATE TO INSTALLATION REQUIREMENTS AND SEQUENCING WITH LAF VENDOR. HORIZONTAL WOOD SLAT PANELING TYPE 2 - /`3� ELECTRICAL LIGHTING, DEVICES, AND WIRING ELEVATION 1 1/2"=1'-0" ----------------------------I---------------------------- -------------------------- ----------------------,�-�- -t--t---------------------- ---f- ---4-----------II----------- �- . PARTIAL HEIGHT PILASTER MAY OCCUR, SEE I.D. r-----T------� jl DRIVER BEYOND �-------------1 12--0 1/2- A.F.F. - \- 1 f r----- -----� J BOX �:___� DRIVER BEYOND �--------------- k -A --- ,I=== BEYOND 1----_- SCHEDULED WINDOW AND GLAZING EQ. EQ. ___-- -----� BEYOND W ;=== -I I\`_____________ -DRIVER ------------ ---- W BLOCKING, BY LAF VENDOR. EQ, TYP. EQ, TYP. a -- - - - - - - - - - - - - - - - - - - - - - - WOOD...................... (2) CONT. FIRE -RETARDANT -TREATED WOOD�..."' LJ I LJ BLOCKING, BY LAF VENDOR ART GRAPHIC ABOVE WOOD BAND, SEE I.D. T.O. WOOD PANELING 12'-0 1/2- A.F.F. CONT. LED STRIP LIGHT, SEE ELECTRICAL. MOUNT DIRECTLY TO FlRE-RETARDANT-TREATED WOOD BLOCKING BY LAF VENDOR. LOW VOLTAGE WIRING FOR LIGHT FIXTURE. RUN ADJACENT TO VERTICAL TUBES. HORZ. WOOD SLATS TO MATCH LP -3, TYP. RE: ID DWGS, BY LAF VENDOR -- 3/4"x 1 1/2* VERTICAL ALUMINUM TUBES (BEYOND), SPACED EQUALLY (24" O.C. MAX.) WITH ROUTED SLOTS TO RECEIVE 'Z' CUPS. CONT. 'Z' CUPS (BEYOND), FASTENED TO METAL STUD FRAMING. LOCATE BEHIND HORIZONTAL WOOD SLATS. B.O. WOOD PANELING 9'-0" A.F.F. GYPSUM BOARD, PAINT BLACK. SEE I.D. DRAWINGS T.O. MIRROR 8'-6' A.F.F. MIRROR, SEE I.D. DRAWINGS NOTES: 1. HORIZONTAL WOOD SLAT PANELING, TUBES, Z CUPS, AND FIRE -RETARDANT -TREATED WOOD BLOCKING TO BE PROVIDED AND INSTALLED BY LAF VENDOR. 2. TUBES, AND Z CUPS BEHIND WOOD SLAT PANEUNG SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM BOARD AND WOOD BLOCKING SHALL BE PAINTED MATTE BLACK, SEE I.D. DRAWINGS. STOP PAINT FINISH 2" INSIDE TOP AND BOTTOM OF WOOD BAND. 3. CONTRACTOR SHALL COORDINATE TO INSTALLATION REQUIREMENTS AND SEQUENCING WITH LAF VENDOR. HORIZONTAL WOOD SLAT PANELING TYPE 2 - /`3� ELECTRICAL LIGHTING, DEVICES, AND WIRING ELEVATION 1 1/2"=1'-0" ART GRAPHIC, SEE I.D. DRAWINGS EXTEND DOWN INTO LIGHT COVE CONT. LED STRIP LIGHT, SEE ELECTRICAL I I B.O. PANEUNG 3'(+/-), VERIFY WITH LAF VENDOR 12'-0 A.F.F. �- . PARTIAL HEIGHT PILASTER MAY OCCUR, SEE I.D. T.O. PANELING 12--0 1/2- A.F.F. KC r - p .'� SCHEDULED WINDOW AND GLAZING ..." ........ If/ _. CONT. 1x1 FIRE -RETARDANT WOOD I `- .""•' \ I BLOCKING, BY LAF VENDOR. a w WOOD...................... (2) CONT. FIRE -RETARDANT -TREATED WOOD�..."' BLOCKING, BY LAF VENDOR I I ' -- LOW VOLTAGE WIRING FOR LIGHT p p 3/4 x5 1/4 HORIZONTAL WOOD SLATS, SEE I.D. 1 �....................... ; I It? FIXTURE. RUN ADJACENT TO VERTICAL TUBES. DRAWINGS I ......_....... i a 3/4'x 1 1/2' VERTICAL ALUMINUM TUBES SPACED--•.. :. I K ....... o EQUALLY (24" O.C. MAX.) WITH ROUTED SLOTS TO i I �� 7 I "" W RECEIVE 'Z' CUPS. f •.'"..... >� .............. 1 ..•_ RECESSED JUNCTION BOX WITH V I li ...................... , I FLUSH COVER PLATE AND MC ,c CABLE WHIPS TO EACH DRIVER. 1 I -.��....; I CONCEAL CABLE AS MUCH AS INTERIOR WALL CONSTRUCTION, SEE WALL TYPES ,; I - ::. ._•, j POSSIBLE. LOCATE CENTERED _ .._..._`� I BEHIND WOOD SLAT. CONT. 'Z' CUPS, FASTENED TO METAL STUD I - o FRAMING. LOCATE BEHIND HORIZONTAL WOOD I ` I DRIVER FOR LIGHT FIXTURE. SLATS. IV MOUNT DIRECTLY TO WALL, I ' •� I CENTERED BEHIND WOOD SLAT. 7. �j 114 B.O. PANEUNG 9'-0 A.F.F. .......I . T.O. MIRROR I �;.....,; I CONT. WOOD SLAT OVER 3/4" 8 -6 A.F.F. t MDF WITH BLACK MELAMINE. BY WALL MIRROR. SEE I.D. DRAWINGS I LAF VENDOR. AT INTERIOR WALLS (EXTERIOR WALL LOCATIONS SIM. NOTES: 1. HORIZONTAL WOOD SLAT PANELING, TUBES, Z CUPS, AND FIRE -RETARDANT -TREATED WOOD BLOCKING TO BE PROVIDED AND INSTALLED BY LAF VENDOR. 2. TUBES, AND Z CUPS BEHIND WOOD SLAT PANELING SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM BOARD AND WOOD BLOCKING SHALL BE PAINTED MATTE BLACK, SEE I.D. DRAWINGS STOP PAINT FINISH 2" INSIDE TOP AND BOTTOM OF WOOD BAND. 3. CONTRACTOR TO COORDINATE INSTALLATION REQUIREMENTS AND SEQUENCING WITH LAF VENDOR. 4. WOOD SLATS ARE FABRICATED IN TYPICAL 8'-0" L SECTIONS, BALANCED AND CENTERED ON EACH INDIVIDUAL WALL LENGTH. INDIVIDUAL SECTIONS AT EACH END OF RUN MAY NOT BE SMALLER THAN 3'-0". ALIGN ALL JOINTS IN SLATS. HORIZONTAL WOOD SLAT PANELING TYPE 2 2 (INTERNAL ILLUMINATED, TYPICAL AT FREE WEIGHTS) L THERMALLY IMPROVED ALUMINUM SKYUGHT WITH MANUFACTURERS INSULATED ALUMINUM CURB. FABRICATE CURB SO SKYLIGHT SITS LEVEL, ACCOUNT FOR ROOF SLOPE ROOF MEMBRANE AND FLASHING OVER RIGID FOAM INSULATION OVER METAL ROOF DECK. PROVIDE TAPERED INSULATION AT HIGH SIDE OF CURB AS NOTED ON ROOF PLAN. STEEL ANGLE/BENT PLATE MAY OCCUR - SEE J STRUCTURAL STEEL JOISTS - SEE STRUCTURAL 5/8" MOISTURE RESISTANT GYPSUM BOARD 00 LAMINATED TO INSIDE OF CURB, CONT. AT PERIMETER OF CURB. SECURE TO CURB WITH ADHESIVE, DO NOT USE FASTENERS. PROVIDE 'J' TRIM TOP SOTTO , TYP. NOTES: 1. DO NOT RUN ANY UTILITIES THR H THE SKYLIGHT CLEAR OPENING. 2. DETAIL SHOWS CONDITION OPEN CEILING AREAS. EQ. - TYP. COORD. DETAIL IS SIM. AT PO CEILING. SEE 1&2/A-7.3 WITH STRUCTURAL FOR POOL COLIN KYUGHT DETAILS. 8 PICAL SKYLIGHT DETAIL VERIFY WITH LAF VENDOR T.O. PANELING 15-0 1/2- A.F.F. ip 3/45 1/4' HORIZONTAL WOOD SLATS, SEE I.D. DRAWINGS 3/4"x 1 1/2" VERTICAL ALUMINUM TUBES SPACED EQUALLY (24" O.C. MAX.) WITH ROUTED SLOTS TO RECEIVE 'Z' CUPS. INTERIOR WALL CONSTRUCTION, SEE WALL TYPES CONT. 'Z' CUPS, FASTENED TO METAL STUD FRAMING. LOCATE BEHIND HORIZONTAL WOOD SLATS. JOINT SEALANT AND BACK INTERIOR DETAILS ROD, TYP. EACH SIDE. 3 B.O. PANEUNG 09-01-2017 12'-0 A.F.F. �- A=704 PARTIAL HEIGHT PILASTER MAY OCCUR, SEE I.D. Checked By: DRAWINGS AND 5/A-7.1 KC SHIM AS REQUIRED p LINE OF WALL BEYOND SCHEDULED WINDOW AND GLAZING TYPICAL EXTERIOR WINDOW LOCATIONS 1i"(+/-), VERIFY WITH LAF VENDOR T.O. PANELING 15T--0-172- A.F.F. � �tiCV 3/4"x5 1/4" HORIZONTAL WOOD SLATS, SEE I.D. DRAWINGS 3/4"x 1 1/2" VERTICAL ALUMINUM TUBES SPACED EQUALLY (24' O.C. MAX.) WITH ROUTED SLOTS TO RECEIVE 'Z' CUPS. INTERIOR WALL CONSTRUCTION, SEE WALL TYPES CONT. 'Z' CUPS, FASTENED TO METAL STUD FRAMING. LOCATE BEHIND HORIZONTAL WOOD SLATS. EQ. - TYP. COORD. i f \........ .......... ... t.... �.... I( I' I/ JOINT SEALANT AND BACK ROD, TYP. EACH SIDE. B.O. PANEUNG 12'-0 A.F.F. F PARTIAL HEIGHT PILASTER MAY OCCUR, SEE I.D. -� DRAWINGS AND 5/A-7.1 LINE OF WALL BEYOND SHIM AS REQUIRED SCHEDULED WINDOW AND GLAZING -� TYPICAL INTERIOR WINDOW LOCATIONS 1i"(+/-), VERIFY WITH LAF VENDOR I , T.O. PANELING 15 -o 1/2x A.F.F. 3/4"x5 1/4" HORIZONTAL WOOD SLATS, SEE I.D. DRAWINGS 3/4"x 1 1/2" VERTICAL ALUMINUM TUBES SPACED EQUALLY (24" O.C. MAX.) WITH ROUTED SLOTS TO RECEIVE 'Z' CLIPS. INTERIOR WALL CONSTRUCTION, SEE WALL TYPES CONT. 'Z' CUPS, FASTENED TO METAL STUD FRAMING. LOCATE BEHIND HORIZONTAL WOOD SLATS. N N N N B.O. PANELING, i.... -'1 N 9'4 A.F.F. r I ....:::.......::. PARTIAL HEIGHT PILASTER MAY OCCUR, SEE I.D. I I DRAWINGS AND 5/A-7.3 I ' I TYPICAL INTERIOR WALL LOCATIONS (EXTERIOR WALL LOCATION SIM.) NOTES: 1. HORIZONTAL WOOD SLAT PANELING, TUBES, AND Z CUPS TO BE PROVIDED AND INSTALLED BY LAF VENDOR. 2. TUBES, AND Z CUPS BEHIND WOOD SLAT PANELING SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM BOARD SHALL BE PAINTED MATTE BLACK, SEE I.D. STOP PAINT FINISH 2" INSIDE TOP AND BOTTOM OF WOOD BAND. 3. CONTRACTOR TO COORDINATE INSTALLATION REQUIREMENTS AND SEQUENCING WITH LAF VENDOR. 4. WOOD SLATS ARE FABRICATED IN TYPICAL 8'-0' L SECTIONS, BALANCED AND CENTERED ON EACH INDIVIDUAL WALL LENGTH. INDIVIDUAL SECTIONS AT EACH END OF RUN MAY NOT BE SMALLER THAN S-0". ALIGN ALL JOINTS IN SLATS. HORIZONTAL WOOD SLAT PANELING TYPE 1 1 (TYPICAL AT INTERIOR OF CLUB) 1 1/2"=1'-0" Z 0 0 E U N •� h i ~ U L Q N fn 0 L W N O " L « U W f� D W W r U W N �O O CV M C M to 0 3 0 ra o �~ v L Q Un W 00 M M 14,M LO O O 0 O0 O ~ 0 J O W z Lu Co W W D O p 2 w m�4MWQRZo- �F-oX=aW �a ® Z z U z �wwW awPZ�Uco 2 OU co W U. � t� .c �? E. SCHIR? ,9 v AR0016346 F„ �t! Sheet Name: INTERIOR DETAILS vFm Issue Date: 170264 09-01-2017 Sheet No.: A=704 Dn�wn By: Checked By: WB/KC KC a w a L9 0 Sheet Name: INTERIOR DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=704 Dn�wn By: Checked By: WB/KC KC LOCATE ALL CONDUITS AND WIRING AS CLOSE TO THE UNDERSIDE OF THE METAL DECK AND AS CLOSE TO STRUCTURE AS PERMITTED BY CODE. WHERE MULTIPLE CONDUITS OCCUR IN AN AREA, GROUP TOGETHER AND SPACE EQUALLY. MINIMUM _ DISTANCE SHALL BE AS PERMITTED BY CODE. PROVIDE UNIFORM BENDS WHERE CHANGES IN '=-= DIRECTION OCCUR. �= WHERE MULTIPLE CONDUITS OCCUR IN AN AREA, GROUP TOGETHER AND SPACE EQUALLY. MINIMUM DISTANCE SHALL BE AS PERMITTED BY CODE. PROVIDE UNIFORM BENDS WHERE CHANGES IN DIRECTION OCCUR. LOCATE ALL CONDUITS AND WIRING AS CLOSE TO THE UNDERSIDE OF THE METAL DECK AND AS CLOSE TO STRUCTURE AS PERMITTED BY CODE. I 11 I�i1411ri,lr; 1 I IIIIIrIlrlll;ll Iltlltlrllllrtll r Irllrtlrllrrlrl r Itlrrllrlrrllllrr, Illlil�lllil ly r IIII'Irrurrlll) Illlirlllrllrll iI IIIr1lIIIIIIIII I t r I I I I 1 Iglllllllrllllp I II1111111111111 IIIIIIIIIIIIIII i STEEL JOIST. SEE STRUCTURAL , STEEL JOIST BRACING, BEYOND. SEE I STRUCTURAL I � I �✓ t1�� III,Ijjl Checked By: __ I a- LOCATE ALL PLUMBING PIPING AS CLOSE ¢ °°d- TO THE UNDERSIDE OF THE METAL DECK LIGHT FIXTURES MOUNTED AT TOP FACE OF BOTTOM WALL CONSTRUCTION, SEE WALL TYPES AND AS CLOSE TO STRUCTURE AS THE , JOIST FRAMING MEMBERS AND OTHER _ UTILITIES WILL PERMIT. COORDINATE IN ' FIELD WITH JOIST MEMBER LOCATIONS. LIGHT FIXTURE WITH RUN FIRE SUPPRESSION, PLUMBING, ELECTRICAL, OR m:-:°'} I Uj M LOCATE ALL PLUMBING PIPING AS CLOSE TO THE UNDERSIDE OF THE METAL DECK AND AS CLOSE TO STRUCTURE AS THE JOIST FRAMING MEMBERS AND OTHER UTILITIES WILL PERMIT. COORDINATE IN FIELD WITH JOIST MEMBER LOCATIONS. ............ FIRE SUPPRESSION PIPING - ALWAYS LOCATE AT OPPOSITE SIDE OF JOIST FROM LIGHT FIXTURE. LOCATE PER 5/A-7.5. LOCATE DRIVERS AND ASSOCIATE WIRING AND 'J' BOXES AS CLOSE TO UNDERSIDE OF METAL DECK AS PERMITTED BY CODE. SEE R.C.P.s AND DETAILS 6,7,&8/A-7.5 FOR MOUNTING REQUIREMENTS. . s �..�•.rr.� d��'-.�� _ mak. _._.,�,�.r STEEL JOIST GIRDER, SEE STRUCTURAL. STEEL JOIST, SEE STRUCTURAL. FIRE SUPPRESSION PIPING - ALWAYS LOCATE AT OPPOSITE SIDE OF JOIST FROM LIGHT FIXTURE. LOCATE PER 5/A-7.5. LOCATE DRIVERS AND ASSOCIATE WIRING AND 'J' BOXES AS CLOSE TO UNDERSIDE OF METAL DECK AS PERMITTED BY CODE. SEE R.C.P.s AND DETAILS 6,7,&8/A-7.5 FOR MOUNTING REQUIREMENTS. WHERE UTILITIES RUN PARALLEL TO WALL CONSTRUCTION, DO NOT LOCATE UTILITIES WITHIN 6'-0" OF THE WALL CONSTRUCTION. IF UTILITIES MUST BE LOCATED WITHIN THIS AREA REVIEW INSTALLATION WITH ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. EXCEPTION: INSTALL ALL FIRE SUPPRESSION HEADS P REQUIRED BY AUTHORITY HAVING JURISDICTION. i IF UTILITIES MUST BE LOCATED WITHIN THE 6'-0" ZONE, MAINTAIN 1'-6" MIN. CLEAR ' FROM WALL CONSTRUCTION TO PERMIT PROPER FINISHING AND AVOID UNWANTED SHADOWS. WHERE UTILITIES RUN PARALLEL TO WALL CONSTRUCTION, DO NOT LOCATE UTILITIES WITHIN 6'-0" OF THE WALL CONSTRUCTION. IF UTILITIES MUST BE LOCATED WITHIN THIS AREA REVIEW INSTALLATION WITH ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. EXCEPTION: INSTALL ALL FIRE SUPPRESSION HEADS AS REQUIRED BY AUTHORITY HAVING JURISDICTION. IF UTILITIES MUST BE LOCATED WITHIN THE 6'-0" ZONE, MAINTAIN 1'-6" MIN. CLEAR FROM WALL CONSTRUCTION TO PERMIT PROPER FINISHING AND AVOID UNWANTED SHADOWS. Uj (Un JZ p LLJ LL- 9 c o �ZZ N � LIGHT FIXTURE MOUNTED TO LOW VOLTAGE WIRING TO DRIVER, i , I 09-01-2017 STEEL JOIST. SEE STRUCTURAL , STEEL JOIST BRACING, BEYOND. SEE I STRUCTURAL I � (O ... ......... ,.........wl Checked By: LIGHTING MANUFACTURER _ ? `� a- I ¢ °°d- o r) LIGHT FIXTURES MOUNTED AT TOP FACE OF BOTTOM WALL CONSTRUCTION, SEE WALL TYPES 4/A-7.5 , CHORD OF JOIST. UNLESS INDICATED OTHERWISE, LOCATE ALL FIXTURES AT SAME SIDE OF JOIST. DO NOT 8 WITH LAF VENDOR. ' ELECTRICAL LIGHT FIXTURE WITH RUN FIRE SUPPRESSION, PLUMBING, ELECTRICAL, OR m:-:°'} I Uj M EE OTHER UTILITIES ABOVE THE LIGHT FIXTURE S .......) I ER.C.P.s AND 4/A-7.5. CUP AND BRACKET Co N SECTION 5 LIGHT FIXTURE DRIVERS, SEE LOW VOLTAGE WIRING TO Z A-7.5 NOTES: II I I / / NO THREADED RODS OR TIES FOR 1. THIS DETAIL APPLIES TO ALL OPEN CEILING AREAS. `t ELECTRICAL DRAWINGS. RUN TIGHT TO STRUCTURE, 2. ALL UTIU11ES SHALL BE RUN AS CLOSE TO THE UNDERSIDE OF DECK/TOP OF CHORD OF JOIST AS POSSIBLE. COORDINATE WITH CODE ELECTRICAL 0 REQUIREMENTS AND SPACING AND LOCATION OF JOIST FRAMING MEMBERS. BE LOCATED IN FRONT OF THE ELECTRICAL 'J' BOX WITH FEED 3. DO NOT RUN ANY UTILITIES OVER THE JOIST -MOUNTED LIGHT FIXTURES. LOCATE ALL FIRE SUPPRESSION PIPING AT OPPOSITE SIDE OF JOIST FROM I I GYPSUM BOARD FRAMING LIGHTS. I I I 4. NO UTILITIES SHALL BE INSTALLED BELOW THE BOTTOM OF THE JOISTS. 'J' BOX ATTACHED TO STEEL JOIST, TYP. ( 5. THIS DETAIL SHOWS GENERAL REQUIREMENTS AND DESIGN INTENT ONLY. CONTRACTOR TO COORDINATE DETAIL WITH FIELD CONDITIONS AND APPROVED METAL STUD FRAMING AT 16" O.C. COMPLETELY TO THE TOP ETE MOCK-UP. �, I I UNISTRUT, DISTRIBUTING 6. CONTRACTOR SHALL HAVE A PRE -INSTALLATION CONFERENCE TO REVIEW INSTALLATION REQUIREMENTS WITH THE OWNER, THE ARCHITECT, AND ALL t` - I AFFECTED SUBCONTRACTORS. ', ;.,;,- WOOD VALANCE 7. CONTRACTOR SHALL PROVIDE A MOCK-UP IN THE FIELD FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. APPROVED MOCK-UP (MAX.). EXTEND STUD AND PAINT EXPOSED GYPSUM MAY BE INCORPORATED INTO THE CONSTRUCTION, AT THE DISCRETION OF THE OWNER AND THE ARCHITECT. it -lie I I BRACING TO DECK ABOVE. 8. CONTRACTOR SHALL CORRECT ALL WORK NOT MEETING THE REQUIREMENTS OF THE DRAWINGS, AND THE APPROVED MOCK-UP, AT HIS OWN COST. EXPOSED STRUCTURE CEILING UTILITY TYPICAL INSTALLATION REQUIREMENTS LOW VOLTAGE WIRING TO RUN TIGHT TO UNISTRUT RUN ALONG STEEL DECK WEBS. STRUCTURE, COLOR SHALL BE WHITE PAINT TO MATCH CEILING, SEE I.D. UNISTRUT ATTACHED TO UNISTRUT RUN IN DRAWINGS. DECK WEBS, RUN BETWEEN EACH JOIST. UNISTRUT ATTACHED TO UNISTRUT RUN IN PAINT TO MATCH CEILINGS, SEE I.D. DECK WEBS, RUN BETWEEN EACH JOIST. DRAWINGS. PAINT TO MATCH CEILINGS, SEE I.D. DRAWINGS. METAL DECK, SEE STRUCTURALRIGID CONDUIT, TYP. PAINT TO MATCH CEILING, SEE I.D. DRAWINGS. '1 46_ ------- ' I LIGHT FIXTURE DRIVERS. s PREFlNISHED IN WHITE. STEEL JOIST, SEE STRUCTURAL 'J' BOX ATTACHED TO THE LOWER s I UNISTRUT, DISTRIBUTING POWER TO 1 ' THE LIGHT FIXTURE DRIVERS. PAINT ' STEEL JOIST BRACING, BEYOND. ' TO MATCH CEILING, SEE I.D. SEE STRUCTURAL ' DRAWINGS. y LIGHT FIXTURE MOUNTED AT THE TOP FACE OF THE BOTTOM CHORD OF THE .0 " JOIST. SEE 4/A-7.5. 5 7 5 A-7.5 A-7.5 A-7.5 SIM. 6/A-7.5 LIGHTING POWER ROUTING DETAIL - SECTION UNISTRUT RUN ALONG STEEL DECK WEBS. PAINT TO MATCH CEILING, SEE I.D. DRAWINGS. UNISTRUT ATTACHED TO UNISTRUT RUN IN DECK WEBS, RUN BETWEEN EACH JOIST. PAINT TO MATCH CEILINGS, SEE I.D. DRAWINGS. METAL DECK, SEE STRUCTURAL UGHT FIXTURE DRIVERS, BEYOND. PREFlNISHED IN WHITE. 'J' BOX ATTACHED TO THE LOW UNISTRUT, DISTRIBUTING POWE 0 THE LIGHT FIXTURE DRIVER PAINT TO MATCH CEILING, SEE DRAWINGS. I:T LOW VOLTAGE WIRING TO RUN TIGHT TO STRUCTURE, COLOR TO BE WHITE. LIGHT FIXTURE MOUNTED AT THE TOP FACE OF THE BOTTOM CHORD OF THE JOIST. SEE 4/A-7.5. STEEL JOIST, SEE STRUCTURAL STEEL JOIST GIRDER, SEE STRUCTURAL 6/A-7.5 LIGHTING POWER ROUTING DETAIL - SECTION I I I EQ. EQ. EQ. EQ. I I I I Ck 7 Ck q A-7.5 STEEL JOIST GIRDER, TYP. SEE STRUCTURAL 6 LIGHTING POWER ROUTING DETAIL - PLAN METAL DECK, SEE STRUCTURAL STEEL CHANNEL DIAGONAL WEBBING, BEYOND STEEL JOIST BRACING, BEYOND ; ELECTRICAL WIRE, ROUTE TIGHT TO STRUCTURE AND IN CHANNEL i MINERALLAC SCREW #53006, PAINTED TO MATCH CEILING LED STRIP LIGHT FIXTURE AND AND BRACKET, Flo BY LIGHTING MANUFACTURER. SEE •' ELECTRICAL. ADJUSTABLE MOUNTING CUP, BY LIGHT MANUFACTURER. SEE ELECTRICAL 010MINERALLAC PBA 1 "x1-7/8" GALVANIZED STEEL ANGLE WITH PRE -DRILLED HOLES, O PAINTED TO MATCH CEIUNG MINERALLAC 6/32"x3/8" SCREW J52206 WITH NYLOCK NUT, PAINTED TO MATCH 111117 CEILING STEEL ANGLES AT BOTTOM CHORD OF ROOF JOISTS/TRUSSES, SEE STRUCTURAL DRAWINGS. VERIFY SIZE AND THICKNESS WITH MANUFACTURER. B.O. JOIST ELEVATION VARIES. MINERALLAC BC18 HAMMER -ON FLANGE CUP PAINTED TO MATCH THE CEILING /"I"I TYPICAL LED STRIP LIGHT MOUNTED AT ROOF JOIST DETAIL A-7.5 / 6"=1'-0" FLEXIBLE CONDUIT THRU WAIL TO 'J' BOX, SEE ELECTRICAL DRAWINGS MC CABLE, TYP. SEE ELECTRICAL DRAWINGS ,..... t II /", ------- E ----- E WIRING TO LIGHT FIXTURE BEYOND, PROVIDED BY OWNER, INSTALLED BY CONTRACTOR, TYP. CENTERUNE OF ROOM r ELECTRIC 'J' BOX WITH FEED TO DRIVER, LOCATE AT CENTERUNE FROM ROOM BEHIND WOOD VALANCE WALL CONSTRUCTION, SEE WALL TYPES Z CUPS BELOW FlRE-TRATED PLYWOOD BELOW 2" WIDE BLOCKING AT 12" O.C. TO SUPPORT LIGHT FIXTURE, BY LAF VENDOR LIGHT FIXTURE MOUNTED TO TOP OF WOOD BLOCKING, SEE ELECTRICAL DRAWINGS LIGHT VALANCE MILLWORK BOX BELOW, BY LAF VENDOR DRIVER W/ LOW VOLTAGE WHIP FOR LIGHT FIXTURE, PROVIDED BY OWNER, INSTALLER BY CONTRACTOR, TYP. SEE ELECTRICAL DRAWINGS. FIRE -TREATED PLYWOOD SUPPORT FOR CASEWORK CEILING BY LAF VENDOR LIGHT FIXTURE MOUNTED TO LOW VOLTAGE WIRING TO DRIVER, 170264 09-01-2017 1 ", VERIFY WITH TOP FACE OF BOTTOM B.O. A.C.T. CEILING Checked By: LIGHTING MANUFACTURER DRIVER FOR LIGHT FIXTURE, MOUNT CHORD OF ROOF JOIST, SEE i I ¢ °°d- i Ln 4/A-7.5 , LAY -IN TILE CEILING, SEE 8 WITH LAF VENDOR. ' ELECTRICAL LIGHT FIXTURE WITH A-7.5 I 2 WIDE BLOCKING AT 12 O.C. ADJUSTABLE MOUNTING I - - - - - - 13'-4' A.F.F. CUP AND BRACKET ,' / / LIGHT FIXTURE DRIVERS, SEE LOW VOLTAGE WIRING TO PROVIDED BY LIGHT i " II I I / / NO THREADED RODS OR TIES FOR I `t ELECTRICAL DRAWINGS. RUN TIGHT TO STRUCTURE, CASEWORK PANEL SUPPORT SHALL ELECTRICAL 0 I / BE LOCATED IN FRONT OF THE ELECTRICAL 'J' BOX WITH FEED PREFINISHED IN WHITE. COLOR SHALL BE WHITE I I GYPSUM BOARD FRAMING ALL WALL GRAPHICS INSTALLED AT THE LIGHT I I I 5/8" GYPSUM BOARD OVER 3 5/8" 'J' BOX ATTACHED TO STEEL JOIST, TYP. ( I I METAL STUD FRAMING AT 16" O.C. COMPLETELY TO THE TOP ETE ""' �, I I UNISTRUT, DISTRIBUTING OF THE LIGHT COVE t` - I DIAGONAL BRACING AT 48" O.C. ', ;.,;,- WOOD VALANCE POWER TO LIGHT FIXTURE RIGID CONDUIT, TYP. PAINT TO MATCH (MAX.). EXTEND STUD AND PAINT EXPOSED GYPSUM ,.; it -lie I I BRACING TO DECK ABOVE. BOARD WALL BEYOND, DRIVERS. SEE ELECTRICAL CEILING, SEE I.D. DRAWINGS. I FIRE CONTAINMENT BATT SEE I.D. DRAWINGS.; -.:.... , i I I I I INSULATION DRAWINGS. PAINT TO MATCH ............... } BOARD SHALL BE PAINTED MATTE BLACK, SEE I.D. DRAWINGS. O N SEALANT AND BACKER ' o CEILING, I.D. DRAWINGS. (2) UNISTRUTS - (1) RUNNING ALONG ROD, AT PERIMETER OF ' ......- "" `'� I •moo UNISTRUT AND THREADED ROD GYPSUM BOARD CLOSER. ' STEEL DECK WEBS, (1) DIRECTLY i I `: 5" CONTRACTOR. MOUNT PRIOR TO THE HORIZONTAL WOOD FLEXIBLE CONDUIT, PAINT TO BENEATH AT SAME LOCATION. PAINT , CEIUNG INSTALLATION. PANEL CEILING. �/_ .:. . •moo COORDINATE LOCATION AND MATCH CEILING. SEE I.D. TO MATCH CEILING, SEE I.D. ' S-0". ALIGN ALL JOINTS IN SLATS. INSTALLATION WITH LAF VENDOR. .. -''' I DRAWINGS. DRAWINGS. BY OWNER, INSTALLED BY CONTRACTOR............3 SUPPORT FOR CASEWORK CEILING - -- --- BY LAF VENDOR \ I ------ -_--- -__--- ____------ RETURN WOOD EDGE BOARD BY LAF VENDOR, SEE I.D. I I I EQ. EQ. EQ. EQ. I I I I Ck 7 Ck q A-7.5 STEEL JOIST GIRDER, TYP. SEE STRUCTURAL 6 LIGHTING POWER ROUTING DETAIL - PLAN METAL DECK, SEE STRUCTURAL STEEL CHANNEL DIAGONAL WEBBING, BEYOND STEEL JOIST BRACING, BEYOND ; ELECTRICAL WIRE, ROUTE TIGHT TO STRUCTURE AND IN CHANNEL i MINERALLAC SCREW #53006, PAINTED TO MATCH CEILING LED STRIP LIGHT FIXTURE AND AND BRACKET, Flo BY LIGHTING MANUFACTURER. SEE •' ELECTRICAL. ADJUSTABLE MOUNTING CUP, BY LIGHT MANUFACTURER. SEE ELECTRICAL 010MINERALLAC PBA 1 "x1-7/8" GALVANIZED STEEL ANGLE WITH PRE -DRILLED HOLES, O PAINTED TO MATCH CEIUNG MINERALLAC 6/32"x3/8" SCREW J52206 WITH NYLOCK NUT, PAINTED TO MATCH 111117 CEILING STEEL ANGLES AT BOTTOM CHORD OF ROOF JOISTS/TRUSSES, SEE STRUCTURAL DRAWINGS. VERIFY SIZE AND THICKNESS WITH MANUFACTURER. B.O. JOIST ELEVATION VARIES. MINERALLAC BC18 HAMMER -ON FLANGE CUP PAINTED TO MATCH THE CEILING /"I"I TYPICAL LED STRIP LIGHT MOUNTED AT ROOF JOIST DETAIL A-7.5 / 6"=1'-0" FLEXIBLE CONDUIT THRU WAIL TO 'J' BOX, SEE ELECTRICAL DRAWINGS MC CABLE, TYP. SEE ELECTRICAL DRAWINGS ,..... t II /", ------- E ----- E WIRING TO LIGHT FIXTURE BEYOND, PROVIDED BY OWNER, INSTALLED BY CONTRACTOR, TYP. CENTERUNE OF ROOM r ELECTRIC 'J' BOX WITH FEED TO DRIVER, LOCATE AT CENTERUNE FROM ROOM BEHIND WOOD VALANCE WALL CONSTRUCTION, SEE WALL TYPES Z CUPS BELOW FlRE-TRATED PLYWOOD BELOW 2" WIDE BLOCKING AT 12" O.C. TO SUPPORT LIGHT FIXTURE, BY LAF VENDOR LIGHT FIXTURE MOUNTED TO TOP OF WOOD BLOCKING, SEE ELECTRICAL DRAWINGS LIGHT VALANCE MILLWORK BOX BELOW, BY LAF VENDOR DRIVER W/ LOW VOLTAGE WHIP FOR LIGHT FIXTURE, PROVIDED BY OWNER, INSTALLER BY CONTRACTOR, TYP. SEE ELECTRICAL DRAWINGS. WOOD CEILING AT CYCLING/AEROBICS - 3 LIGHT VALENCE PLAN DETAIL A-7.5 1 1/2"=V-0" -0 NO THREADED RODS OR TIES FOR CASEWORK PANEL SUPPORT SHALL BE LOCATED IN FRONT OF THE GYPSUM BOARD FRAMING 5/8" GYPSUM BOARD OVER 3 5/8" METAL STUD FRAMING AT 16" O.C. I / PAINT TO MATCH CEILING. PROVIDE DIAGONAL BRACING AT 48" O.C. I (MAX.). EXTEND STUD AND BRACING I TO DECK ABOVE. AI I I I ACOUSTICAL CEILING SHALL I EXTEND OVER CASEWORK 2'-6. I I CEILING AS SHOWN 11" I I COVE MOUNTED UP -LIGHT, 1" I I SEE ELECTRICAL DRAWINGS FIRE CONTAINMENT BATT INSULATION I I --------- ----- Lf 2x FIRE -TREATED CONT. WOOD BLOCKING, SIZE AS 7'- 7'-11" AT CYCLING REQUIRED. 12'-1" AT AEROBICS VERIFY THICKNESS WITH HORIZONTAL WOOD SLAT PANELS, BY CASEWORK FABRICATOR LAF VENDOR, SEE I.D. DRAWINGS HORIZONTAL WOOD SLAT PANELS AT WALL BEYOND, EXTEND TO FACE OF ADJOINING WALL \............. ,.:::. %----------- • _.... .. I LIGHT VALENCE AT WALL BEYOND, EXTEND TO FACE OF .................... ,s ADJOINING WALL r f1 NOTES: ( I 1. HORIZONTAL WOOD SLAT PANELING, TUBES, 'Z' CLIPS, WOOD CEILING SLAT PANELING, PLYWOOD CEILING SUPPORT PANELS, AND LIGHT COVE CONSTRUCTION SHALL BE PROVIDED AND INSTALLED BY LAF VENDOR. I 2. TUBES, AND 'Z' CUPS BEHIND WOOD SLAT PANELING SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM BOARD SHALL BE PAINTED MATTE BLACK, SEE I.D. DRAWINGS. 3. CONTRACTOR TO COORDINATE INSTALLATION REQUIREMENTS AND SEQUENCING WITH LAF VENDOR. 4. WOOD SLATS ARE FABRICATED IN TYPICAL 8'-0" L SECTIONS, BALANCED AND CENTERED ON EACH INDIVIDUAL WALL LENGTH. INDIVIDUAL SECTIONS AT EACH END OF RUN MAY NOT BE SMALLER THAN S-0". ALIGN ALL JOINTS IN SLATS. 5. PRIOR TO INSTALLATION CONFIRM LAF CASEWORK VENDORS SUPPORT REQUIREMENTS HAVE BEEN MET AT THIS RETURN DETAIL. ADDITIONAL UNISTRUT AND ROD SUPPORTS MAY BE REQUIRED. WOOD CEILING AT CYCLING/AEROBICS - SIDE SECTION ADJACENT TO ART GRAPHIC 1 1/2"=l' -O" ■aWAWNW At®�/MWAEaFAW,A HORIZONTAL WOOD BAND PANELS, BY LAF VENDOR. SEE I.D. DRAWINGS. 3/4"x 1 1/2" VERTICAL ALUMINUM TUBES SPACED EQUALLY (24" O.C. MAX.) WITH ROUTED SLOTS TO RECEIVE 'Z' CUPS WALL CONSTRUCTION, SEE WALL TYPES `I CONT. 'Z' CUPS, *1 1 FASTENED TO METAL STUD FRAMING. LOCATE BEHIND HORIZONTAL WOOD SLATS. "- FIRE -TREATED PLYWOOD SUPPORT FOR CASEWORK CEILING BY LAF VENDOR 1'_3• 2�" LOW VOLTAGE WIRING TO DRIVER, 170264 09-01-2017 1 ", VERIFY WITH SEE ELECTRICAL DRAWINGS. B.O. A.C.T. CEILING Checked By: LIGHTING MANUFACTURER DRIVER FOR LIGHT FIXTURE, MOUNT UNISTRUT AND THREADED ROD v) W o ¢ °°d- ABOVE ADJACENT ACCESSIBLE Ln MOUNT PRIOR TO CEILING INSTALLATION. , LAY -IN TILE CEILING, SEE 4 V WITH LAF VENDOR. ' ELECTRICAL LIGHT FIXTURE WITH : �' r- 2 WIDE BLOCKING AT 12 O.C. ADJUSTABLE MOUNTING ::. - - - - - - 13'-4' A.F.F. CUP AND BRACKET ,' / / PROVIDED BY LIGHT i " II I I / / NO THREADED RODS OR TIES FOR MANUFACTURER, SEE `t - - - - - - - J CASEWORK PANEL SUPPORT SHALL ELECTRICAL 0 I / BE LOCATED IN FRONT OF THE ELECTRICAL 'J' BOX WITH FEED w z I I GYPSUM BOARD FRAMING ALL WALL GRAPHICS INSTALLED AT THE LIGHT I I I 5/8" GYPSUM BOARD OVER 3 5/8" COVE SHALL EXTEND ( I I METAL STUD FRAMING AT 16" O.C. COMPLETELY TO THE TOP ETE ""' �, I I PAINT TO MATCH CEILING. PROVIDE OF THE LIGHT COVE t` - I DIAGONAL BRACING AT 48" O.C. ', ;.,;,- WOOD VALANCE (MAX.). EXTEND STUD AND PAINT EXPOSED GYPSUM ,.; it -lie I I BRACING TO DECK ABOVE. BOARD WALL BEYOND, �,::; ; I FIRE CONTAINMENT BATT SEE I.D. DRAWINGS.; -.:.... , i I I I I INSULATION PAINTABLE 3/8" JOINT ............... } BOARD SHALL BE PAINTED MATTE BLACK, SEE I.D. DRAWINGS. O N SEALANT AND BACKER ` o O ROD, AT PERIMETER OF ' ......- "" `'� I •moo UNISTRUT AND THREADED ROD GYPSUM BOARD CLOSER. ' I SUSPENSION SYSTEM BY THIS ONLY OCCURS AT `: 5" CONTRACTOR. MOUNT PRIOR TO THE HORIZONTAL WOOD _ 77 CEIUNG INSTALLATION. PANEL CEILING. �/_ .:. . •moo COORDINATE LOCATION AND .:........ S-0". ALIGN ALL JOINTS IN SLATS. INSTALLATION WITH LAF VENDOR. .. -''' I FIRE -RETARDANT TREATED PLYWOOD BY OWNER, INSTALLED BY CONTRACTOR............3 SUPPORT FOR CASEWORK CEILING BY LAF VENDOR \ I HORIZONTAL WOOD SLAT PANELS, LIGHT VALANCE AND RETURN WOOD EDGE BOARD BY LAF VENDOR, SEE I.D. AT FACE OF WALL BEYOND DRAWINGS r ` !j L�o VERIFY THICKNESS WITH CASEWORK FABRICATOR WOOD CEILING AT CYCLING/AEROBICS - 3 LIGHT VALENCE PLAN DETAIL A-7.5 1 1/2"=V-0" -0 NO THREADED RODS OR TIES FOR CASEWORK PANEL SUPPORT SHALL BE LOCATED IN FRONT OF THE GYPSUM BOARD FRAMING 5/8" GYPSUM BOARD OVER 3 5/8" METAL STUD FRAMING AT 16" O.C. I / PAINT TO MATCH CEILING. PROVIDE DIAGONAL BRACING AT 48" O.C. I (MAX.). EXTEND STUD AND BRACING I TO DECK ABOVE. AI I I I ACOUSTICAL CEILING SHALL I EXTEND OVER CASEWORK 2'-6. I I CEILING AS SHOWN 11" I I COVE MOUNTED UP -LIGHT, 1" I I SEE ELECTRICAL DRAWINGS FIRE CONTAINMENT BATT INSULATION I I --------- ----- Lf 2x FIRE -TREATED CONT. WOOD BLOCKING, SIZE AS 7'- 7'-11" AT CYCLING REQUIRED. 12'-1" AT AEROBICS VERIFY THICKNESS WITH HORIZONTAL WOOD SLAT PANELS, BY CASEWORK FABRICATOR LAF VENDOR, SEE I.D. DRAWINGS HORIZONTAL WOOD SLAT PANELS AT WALL BEYOND, EXTEND TO FACE OF ADJOINING WALL \............. ,.:::. %----------- • _.... .. I LIGHT VALENCE AT WALL BEYOND, EXTEND TO FACE OF .................... ,s ADJOINING WALL r f1 NOTES: ( I 1. HORIZONTAL WOOD SLAT PANELING, TUBES, 'Z' CLIPS, WOOD CEILING SLAT PANELING, PLYWOOD CEILING SUPPORT PANELS, AND LIGHT COVE CONSTRUCTION SHALL BE PROVIDED AND INSTALLED BY LAF VENDOR. I 2. TUBES, AND 'Z' CUPS BEHIND WOOD SLAT PANELING SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM BOARD SHALL BE PAINTED MATTE BLACK, SEE I.D. DRAWINGS. 3. CONTRACTOR TO COORDINATE INSTALLATION REQUIREMENTS AND SEQUENCING WITH LAF VENDOR. 4. WOOD SLATS ARE FABRICATED IN TYPICAL 8'-0" L SECTIONS, BALANCED AND CENTERED ON EACH INDIVIDUAL WALL LENGTH. INDIVIDUAL SECTIONS AT EACH END OF RUN MAY NOT BE SMALLER THAN S-0". ALIGN ALL JOINTS IN SLATS. 5. PRIOR TO INSTALLATION CONFIRM LAF CASEWORK VENDORS SUPPORT REQUIREMENTS HAVE BEEN MET AT THIS RETURN DETAIL. ADDITIONAL UNISTRUT AND ROD SUPPORTS MAY BE REQUIRED. WOOD CEILING AT CYCLING/AEROBICS - SIDE SECTION ADJACENT TO ART GRAPHIC 1 1/2"=l' -O" ■aWAWNW At®�/MWAEaFAW,A HORIZONTAL WOOD BAND PANELS, BY LAF VENDOR. SEE I.D. DRAWINGS. 3/4"x 1 1/2" VERTICAL ALUMINUM TUBES SPACED EQUALLY (24" O.C. MAX.) WITH ROUTED SLOTS TO RECEIVE 'Z' CUPS WALL CONSTRUCTION, SEE WALL TYPES `I CONT. 'Z' CUPS, *1 1 FASTENED TO METAL STUD FRAMING. LOCATE BEHIND HORIZONTAL WOOD SLATS. "- FIRE -TREATED PLYWOOD SUPPORT FOR CASEWORK CEILING BY LAF VENDOR W Ln \0 Zo .............. 170264 09-01-2017 z O cv i B.O. A.C.T. CEILING Checked By: 14'-8" A.F.F. ...... , UNISTRUT AND THREADED ROD v) W o ¢ °°d- SUSPENSION SYSTEM BY CONTRACTOR. Ln MOUNT PRIOR TO CEILING INSTALLATION. , COORDINATE LOCATION AND INSTALLATION 4 V WITH LAF VENDOR. ' 2x FIRE -TREATED WOOD BLOCKING, COVE MOUNTED BY LAF VENDOR r- 2 WIDE BLOCKING AT 12 O.C. 1' B.O. WOOD CEILING -� L Q u, 13'-4' A.F.F. y. TO SUPPORT LIGHT FIXTURE, BY TYPICAL FIRE SUPPRESSION AND LIGHTING DETAIL AT JOIST A-7.5 1 1/2"=1'-0" WOOD CEILING AT CYCLING/AEROBICS - SECTION 1 1/2"=1'-0" FRAMELESS GLASS MIRRORS, SEE I.D. DRAWINGS INTERIOR DETAILS W Ln \0 Zo Issue Date: 170264 09-01-2017 z O cv A=7*5 Drawn By: Checked By: M M KC v) W o ¢ °°d- LIGHT DRIVERS MOUNTED ON UNISTRUT, SEE Ln 9 00 3 u `� 4 V 6,7,&8/A-7.5 COVE MOUNTED r- 2 WIDE BLOCKING AT 12 O.C. 1' » -� L Q u, UP -LIGHT, SEE y. TO SUPPORT LIGHT FIXTURE, BY SPRINKLER HEAD, SEE R.C.P.s AND FIRE ELECTRICAL DRAWINGS ! LAF VENDOR M PROTECTION DRAWINGS. FIRE SUPPRESSION 0 ELECTRICAL 'J' BOX WITH FEED w z HEAD SHALL BE SUPPORTED INDEPENDENTLY NOTES: ='' _ ...; TO DRIVERS, LOCATE AT i FROM TOP CHORD OF JOIST. LOCATE AT 1. HORIZONTAL WOOD SLAT PANELING, TUBES, 'Z' CLIPS, WOOD CEILING SLAT PANELING, PLYWOOD CEILING O ""' CENTERLINE OF ROOM BEHIND OPPOSITE SIDE OF JOIST FROM LIGHTS. SUPPORT PANELS, AND LIGHT COVE CONSTRUCTION SHALL BE PROVIDED AND INSTALLED BY LAF "?�6''' ', ;.,;,- WOOD VALANCE VENDOR. 0 r�`-i,I ' --. B.O. WOOD BAND F STEEL JOIST, SEE STRUCTURAL DRAWINGS 2. TUBES, AND 'Z' CUPS BEHIND WOOD SLAT PANELING SHALL BE BLACK ANODIZED ALUMINUM. GYPSUM It ` 8'-8' A.F.F. 0 a BOARD SHALL BE PAINTED MATTE BLACK, SEE I.D. DRAWINGS. O N ` o O LOW -VOLTAGE FEED RUN TIGHT TO STRUCTURE 3. CONTRACTOR TO COORDINATE INSTALLATION REQUIREMENTS AND SEQUENCING WITH LAF VENDOR. U_ IIA ....... '.' \T LIGHT VALANCE CASEWORK BOX, FROM DRIVER TO LIGHT FIXTURE, SEE ELECTRICAL L SECTIONS, BA 4. WOOD SLATS ARE FABRICATED IN TYPICAL 8'-0" LANCED AND CENTERED ON EACH 5" _ == = PROVIDED BY LAF VENDOR. DRAWINGS INDIVIDUAL WALL LENGTH. INDIVIDUAL SECTIONS AT EACH END OF RUN MAY NOT BE SMALLER THAN SEE I.D. DRAWINGS. SEE S-0". ALIGN ALL JOINTS IN SLATS. DRIVER FOR LIGHT FIXTURE, PROVIDEDti..:'..-••_ :._...,:? 3/A-7.5 FOR PLAN DETAIL OF BY OWNER, INSTALLED BY CONTRACTOR............3 LIGHT FIXTURE MOUNTED TO TOP EDGE OF JOIST SEE ELECTRICAL DRAWINGS. ! ` ~ - ' LIGHT VALANCE AND BOTTOM CHORD, SEE 4/A -7.5`A ELECTRICAL ROUTING. TYPICAL FIRE SUPPRESSION AND LIGHTING DETAIL AT JOIST A-7.5 1 1/2"=1'-0" WOOD CEILING AT CYCLING/AEROBICS - SECTION 1 1/2"=1'-0" FRAMELESS GLASS MIRRORS, SEE I.D. DRAWINGS F F CO \� �. SCHRq •� AR0016346 It,Fm INTERIOR DETAILS W Ln \0 Zo Issue Date: 170264 09-01-2017 z O cv A=7*5 Drawn By: Checked By: M M KC v) W o ¢ °°d- Ln 9 00 3 u `� 4 V � v N0 r- 1' » -� L Q u, U 00W L 0 M 0 L w z O » » L I U 0 F M Ln It o 0 a Q O N o O U. U_ IIA F F CO \� �. SCHRq •� AR0016346 It,Fm Sheet Name: INTERIOR DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=7*5 Drawn By: Checked By: WB/KC KC I U. L�o 0 Sheet Name: INTERIOR DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=7*5 Drawn By: Checked By: WB/KC KC FASTENER LOCATION is CLR. 1'-11j', TYPICAL PANEL WIDTH. ALL PANELS SHALL BE THE SAME WIDTH. FIELD VERIFY PRIOR TO FABRICATION. NOTE: 1. THE CONTRACTOR SHALL VERIFY THAT THE GYPSUM BOARD FRAMING IS CAPABLE OF SUPPORTING THE ADDITIONAL WEIGHT OF THE HAT CHANNELS AND THE SYNTHETIC WOOD PANELS. PROVIDE ADDITIONAL REINFORCEMENT/FRAMING AS REQUIRED. 2. ALL PANELS SHALL BE THE SAME WIDTH, WITH THE SAME LENGTH. PROVIDE PANELS AS SHOWN, WITH STAGGERED PATTERN. DO NOT ADJUST CLEAR DIMENSIONS. REVIEW ALL DIMENSIONAL CHANGES WITH THE ARCHITECT PRIOR TO FABRICATING BOARDS. 3. FRAMING CHANNELS AT SYNTHETIC WOOD CEILING SHALL BE INSTALLED SO NO CHANNEL IS VISIBLE. CONT. PERIMETER BLACK ANODIZED ALUMINUM EDGE TRIM, SEE I.D. DRAWINGS. 5/8' MOISTURE RESISTANT GYPSUM BOARD OVER VAPOR BARRIER OVER CEILING SUSPENSION SYSTEM. SEE I.D. DRAWINGS FOR FINISH. ' SYNTHETIC WOOD ARCHITECTURAL PANELS INSTALLED OVER BLACK ANODIZED ALUMINUM 'Z' CUPS, SEE I.D. DRAWINGS. SEE 1/A-7.6 FOR TYPICAL PANEL LAYOUT. TYPICAL SPA CEILING EDGE DETAIL 1 1/2"=1'-0" NOTES: 1. LAYOUT SHOWN IS FOR PROTOTYPICAL PANEL LAYOUT AT POOL. SEE ENLARGED RCP FOR CEIUNG DIMENSIONS. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIALS. 2. CONTRACTOR SHALL PREPARE SHOP DRAWINGS OF ALL WOOD PANEL CEILINGS PRIOR TO ORDERING. 3. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD AND SYNTHETIC WOOD CEILING PANELS. 4. 48 SYNTHETIC WOOD PANELS ARE TO BE CUT IN HALF INTO 2x8' PIECES THEN ROUTED INTO EQUAL SECTIONS AS INDICATED IN THE DETAIL. REVEALS SHALL BE 3/8" WIDE x 2mm DEEP, PER MANUFACTURER'S RECOMMENDATION. 5. EXPOSED SCREWS USED TO FASTEN STONE WOOD PANEL TO FURRING STRIPS ARE TO BE SFS INTEC - COLOR MONTANA WALNUT (MO 71726062). 6. FURRING STRIPS SHALL BE 'H' AND 'Z' CHANNELS AS REQUIRED AND ARE TO BLACK ANODIZED ALUMINUM (0.090 THICK, 6063 ALLOY AND TEMPER T6). NO EXCEPTION. 7. FIELD VERIFY ALL DIMENSIONS. ADJUST PANEL WIDTHS AND LENGTHS AS REQUIRED. ALL PANELS SHALL BE THE SAME WIDTH, WITH THE SAME LENGTH. PROVIDE 1/2 PANELS AS SHOWN ABOVE, WITH STAGGERED PATTERN. DO NOT ADJUST CLEAR DIMENSIONS. REVIEW ALL DIMENSIONAL CHANGES WITH THE ARCHITECT PRIOR TO FABRICATING BOARDS. TYPICAL SPA CEILING PANEL LAYOUT 1/2"=l 6' METAL STUDS AT 16' O.C. 3 5/8" METAL STUDS AT 16" O.C. COMPOSO TRIM BEYOND B.O. CEILING SEE R.C.P. B.O. SOFFIT SEE R.C.P. SCHEDULED CEILING CONTINUOUS H AND Z CHANNEL CLOSURE TRIM, TYP. ENTIRE PERIMETER OF CEILING. FINISH FACE OF ADJACENT GYPSUM BOARD WALL CONSTRUCTION GYPSUM BOARD CEILING FASTENER LOCATION. ALIGN AS SHOWN. REVEALS ROUTED IN PANELS SYNTHETIC WOOD PANELS, SEE I.D. OPEN 3/8" JOINT BETWEEN PANELS BLACK ANODIZED ALUMINUM Z FURRING AT ALL LOCATIONS EXCEPT WHERE THERE IS A PANEL JOINT. PROVIDE BLACK ANODIZED ALUMINUM HAT CHANNEL AT PANEL JOINTS. NOTES: COORDINATE WITH LAYOUT SHOWN ON ENLARGED R.C.P. PLAN SHEET LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS. IF THE FIXTURE IS PROVIDED WITH A WHIP BY THE MANUFACTURER, ROOF SYSTEM OVER RIGID FOAM PROVIDE WHIP IN SUFFICIENT LENGTH SO THE WHIP, INSULATION OVER METAL ROOF DRIVER, JUNCTION BOX, AND OTHER COMPONENTS ARE — — — — DECK OVER STEEL JOISTS — — — — — — LOCATED AT A REMOTE, ACCESSIBLE LOCATION. 1,,.. 7. — — } Z „ > ,.. >..). L 1•i?1.tr ... .Z':'.i:. •....7 S r1r:'S7 th?r:" !2. ssi2•?.i'i52� li>t.. , _ti{�t.".•'ii�. ` �1 S t ; �1. ? 5., r — — .. ......, r ., ,<.. -r.- � ,• _ .r,.. • < .1 ••, r,- .,•., s. S < ;?S 't rY...,3.p� < z., -.r .,' T Si' I I I I I HOLD FINISH CEILING TIGHT TO I I I I i I I ROOF DECK. SET LEVEL, LOW I I I POINT OF ROOF STRUCTURE I I I I CONTROLS. 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 L � — — — — L — _6a 1'-0" 1'-6' USG S82 -j ADJUSTABLE WALL INTERIOR DETAILS MOUNTING N BRACKET �� USG WALL LLZ r7 ANGLE FAUX SKYLIGHT: TRANSLUCENT 3 WHITE PANELS IN 15/16" KC T -BAR CEILING GRID SYSTE MAINTAIN FULL PANEL OW PANEL LENGTH I I I PERSONAL TRAINING - FAUX SKYLIGHT CROSS SECTION FIRE -RETARDANT TREATED WOOD BLOCKING. CUT TOP TO MATCH ANGLE OF FAUX SKYLIGHT. 5/8' GYPSUM BOARD OVER METAL STUD FRAMING, SIZES VARY. EXTEND WALL FURRING CONSTRUCTION TIGHT TO UNDERSIDE OF ROOF DECK ABOVE TILT -UP CONCRETE PANEL WALL 14, VERIFY WITH ALL ART GRAPHICS INSTALLED AT THE LIGHT SHALL EXTEND COMPLETELY TO THE TOP OF THE. rERS RL TRAINING - 1 or— A Ir\ r A 1 1\/ 0%10\/1 1/11 IT A T r\/Tr r\1/'1 r\ 1 A RA 1 1 5/8" GYPSUM BO OVER STUDS 35.144'±, VERIFY WITH FAUX SKYLIGHT INSTALLATION REQUIREMENTS GYPSUM BOARD BAND, BEYOND SOFFIT, BEYOND FINISH FACE OF STORAGE ROOM, BEYOND. ALIGN FINISH FACE OF SOFFIT CONSTRUC11ON WITH FINISH FACE OF STORAGE ROOM. NOTE: NOTIFY ARCHITECT OF ANY LAYOUT, CLEARANCE, OR INSTALLATION ISSUES BETWEEN THE FAUX SKYLIGHT AND THE ROOF STRUCTURE PRIOR TO PROCEEDING WITH THE WORK. SLOPE OF FAUX SKYLIGHT MAY NEED TO BE ADJUSTED, AND PANELS MODIFIED OR CUT, TO CLEAR ROOF STRUCTURE. 5 .s 40UG-HT: TRANSLUCENT WHITE PANELS IN CEIUNG SYSTEM LIGHT FIXTURE WITH ADJUSTABLE MOUNTING CUP AND BRACKET PROVIDED BY LIGHT MANUFACTURER, SEE ELECTRICAL. IF THE FIXTURE IS PROVIDED WITH A WHIP BY THE MANUFACTURER, PROVIDE WHIP IN SUFFICIENT LENGTH SO THE WHIP, DRIVER, JUNCTION BOX, AND OTHER COMPONENTS ARE LOCATED AT A REMOTE, ACCESSIBLE LOCATION. B.O. SOFFIT SEE R.C.P.s — SHIM AS REQUIRED — 5/8" GYPSUM BOARD OVER 3 5/8" METAL STUD FRAMING 1j VERIFY WITH ��ELECTRICAL DRAWINGS. MOUNTED ABOVE ACCESSIBLE E WITH ADJUSTABLE MOUNTING CUP AND BRACKET BY LIGHT MANUFACTURER, SEE ELECTRICAL. IF THE r RE IS PROVIDED WITH A WHIP BY THE MANUFACTURER, WHIP IN SUFFICIENT LENGTH SO THE WHIP, DRIVER, JUNCTION BOX, AND OTHER COMPONENTS ARE LOCATED AT A ` — — — — REMOTE, ACCESSIBLE LOCATION. ` B.O. CEILING E30' SEE R.C.Ps #, SCHEDULED CEILING GYPSUM BOARD SOFFIT, BEYOND 4"H USG COMPOSO TRIM AT END OF CEILING PANELS. ALIGN J. WITH FINISH FACE OF GYPSUM BOARD SOFFIT BEYOND. J. ALL ART GRAPHICS INSTALLED AT THE LIGHT COVE SHALL EXTEND COMPLETELY TO THE TOP OF THE LIGHT COVE WALL FURRING CONSTRUCTION - SEE WALL TYPES PERSONAL TRAINING -W-% / r. I /\ A I 1 1 /\ 1 1 T /\ A-\ \ / r• A T r• \/ T r r\ /\ r\ SARA 1 1 LOW VOLTAGE WIRING TO DRIVER, SEE ELECTRICAL DRAWINGS. DRIVER FOR LIGHT FIXTURE, MOUNTED ABOVE ACCESSIBLE CEILING, SEE ELECTRICAL SCHEDULED CEILING i t. B.O. CEILING d4 r VARIES - SEE R.C.P. PROVIDE JOINT SEALANT AT TOP OF BRICK. MATCH GROUT COLOR. ALL THIN VENEER BRICK INSTALLED AT THE LIGHT COVE SHALL EXTEND COMPLETELY TO THE TOP OF THE LIGHT COVE PERSONAL TRAINING - LIGHT COVE AND SOFFIT AT ROOM ENTRANCE A-7.6 1 "=1'-0" EXTEND WALL CONSTRUCTION TIGHT TO UNDERSIDE OF ROOF DECK ABOVE T.O. SOFFIT ::--------- SEE R.C.P.s TIOSCHEDULED CEILING `V B.O. CEILING Aik— — — �_....... I I VARIES -SEE R.C.P. O II °� I I METAL STUD BOX BEAM HEADER WALL CONSTRUCTION - SEE WALL TYPES JOINT SEALANT AND BACKER ROD, — — — — — — — B.O. SOFFIT TYP. BOTH SIDES. MATCH WINDOW SEE R.C.P.s FRAME COLOR. SCHEDULED CEILING SCHEDULED WINDOW AND GLAZING 5/8" GYPSUM BOARD OVER 3 5/8' METAL STUD FRAMING AT 0000 16" O.C. METAL STUD SIZE AS REQUIRED. WALL CONSTRUCTION, BEYOND SEE R.C.P. PER TRAINING - SOFFIT AT ROOM ENTRANCE A-7.6 INTERIOR DETAILS EXTEND WALL CONSTRUCTION TIGHT TO UNDERSIDE Issue Date: 170264 OF ROOF DECK ABOVE ai O c'4 A=706 T.O. SOFFIT SEE R.C.P.s ---- ---- C M M KC Fm 4-J(nxco3u� I I PROVIDE JOINT S F BRICK. � Uo I MATCH GROUT . � I 11" I " LIG Mml CTURER � I w w U LI XTURE WITH ADJUSTABLE MOUNTING CUP AND BRACKET L 0 DED BY LIGHT MANUFACTURER, SEE ELECTRICAL. IF THE L 0 � XTURE IS PROVIDED WITH A WHIP BY THE MANUFACTURER, - — — — r — N I I PROVIDE WHIP IN SUFFICIENT LENGTH SO THE WHIP, DRIVER, JUNCTION BOX, AND OTHER COMPONENTS ARE LOCATED AT A I » REMOTE, ACCESSIBLE LOCATION. — 0 —B.O. SOFFIT SEE R.C.P.s 30.V ur SCHEDULED CEILING 5/8' GYPSUM BOARD OVER 3 5/8" METAL STUD FRAMING AT 16' O.C. METAL STUD SIZE AS REQUIRED. ,U^ V / END OF LIGHT COVE, BEYOND M Ln THIN -VENEER BRICK INSTALLED OVER WALL CONSTRUCTION. o GROUT ALL JOINTS. SEE I.D. DRAWINGS FOR MATERIAL a 0 \0 WALL CONSTRUCTION - SEE WALL TYPES PERSONAL TRAINING - LIGHT COVE AND SOFFIT AT ROOM ENTRANCE A-7.6 1 "=1'-0" EXTEND WALL CONSTRUCTION TIGHT TO UNDERSIDE OF ROOF DECK ABOVE T.O. SOFFIT ::--------- SEE R.C.P.s TIOSCHEDULED CEILING `V B.O. CEILING Aik— — — �_....... I I VARIES -SEE R.C.P. O II °� I I METAL STUD BOX BEAM HEADER WALL CONSTRUCTION - SEE WALL TYPES JOINT SEALANT AND BACKER ROD, — — — — — — — B.O. SOFFIT TYP. BOTH SIDES. MATCH WINDOW SEE R.C.P.s FRAME COLOR. SCHEDULED CEILING SCHEDULED WINDOW AND GLAZING 5/8" GYPSUM BOARD OVER 3 5/8' METAL STUD FRAMING AT 0000 16" O.C. METAL STUD SIZE AS REQUIRED. WALL CONSTRUCTION, BEYOND SEE R.C.P. PER TRAINING - SOFFIT AT ROOM ENTRANCE A-7.6 Kf-'gF-E�q O �. J� E. SC fQ0 � 4- 1 'AAR0016346 ti Co o INTERIOR DETAILS ZoM� Issue Date: 170264 z ai O c'4 A=706 Drawn By: N W C M M KC Fm 4-J(nxco3u� Uo �~ » t Q w w U W L 0 M L 0 � N » 0 ur ,U^ V / H M Ln v o a 0 \0 O Cud o� Kf-'gF-E�q O �. J� E. SC fQ0 � 4- 1 'AAR0016346 ti Co o INTERIOR DETAILS Prof #: Issue Date: 170264 09-01-2017 Sheet No.: A=706 Drawn By: Checked By: WB/KC KC Fm `o ur z 0 Sheet Name: INTERIOR DETAILS Prof #: Issue Date: 170264 09-01-2017 Sheet No.: A=706 Drawn By: Checked By: WB/KC KC PER SCHEDULE 8Ll DOOR TYPE W PER PER PER onurni u r enurni u r DOOR SCHEDULE NOTES SIZE ABBREVIATIONS FRAME 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. FINISH MATCH ADJACENT INSULATED GLASS UNITS IN WINDOW FRAMING LITE SIZE TYPE MATERIAL T.I. ALUM. S.F. THERMALLY IMPROVED ALUMINUM STOREFRONT. F.T. SG FULLY TEMPERED SINGLE PANE SAFETY GLASS. SILL FIRST FLOOR FIRST FLOOR MATCH ADJACENT GLAZING IN WINDOW FRAMING. TILE THRESHOLD, COORDINATE WITH I.D. DRAWINGS 2M GALVANIZED HOLLOW METAL MANE DOOR DETAIL IS PART OF MANUFACTURER'S STANDARD DETAILS, 1 3/4" B SEE MANUFACTURER'S LITERATURE P.L. - BY OTHERS PLASTIC LAMINATE. BY CASEWORK FABRICATOR FULL -- ALUM. S.F. WOOD WOOD FRAMING, BY CASEWORK CONTRACTOR PAINT FIELD PAINT, SEE I.D. DRAWINGS FOR rTNISH(ES). -- RESILE RESILIENT THRESHOLD, COORDINATE WITH I.D. DRAWINGS S4 NOTES PUSH/PULL SET 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 3'-0" 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 P.L. - BY OTHERS 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 BY MILLWORK SUPPLIER, SEE NOTE 4 FIRE ALARM ACTIVATION, OR FIRE SUPPRESSION ACTIVATION, THE MAGNETIC LOCK SHALL FAIL SAFE MANUFACTURER'S STANDARD HURRICANE, AND IMPACT RESISTANT WINDOW SYSTEM., 105 (DISABLED). 18.3. INTERIOR LOCATIONS (TYP.): 2"X4 1/2"WALL. NON-THERMALALUMINUM 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"X41/2% , WOOD 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, 7. WINDOW TYPES FOR INFORMATION ON THESE FRAMES. 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 RESILIENT -- 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 106A KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT. SCHEDULE. 14. EGRESS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING ANY HAZARDOUS 7'-0' 1 3/4' AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR GREATER. S.C. WOOD 15. ALL EGRESS DOORS SHALL HAVE EXIT DEVICES (PANIC HARDWARE) AS NOTED IN THE HARDWARE A SCHEDULE. PAINT PER SCHEDULE 8Ll DOOR TYPE W PER PER PER onurni u r enurni u r N 2" 2" 2' 2" DOOR TYPE 'B' DOOR TYPE 'C' FRAME TYPE 'A' FRAME TYPE 'B' DOOR AND FRAME TYPES ALUMINUM STOREFRONT FRAME. COORDINATE FRAME DIMENSIONS, AND ROUGH OPENING SIZE, WITH STOREFRONT MANUFACTURER. STOREFRONT o STOREFRONT MANUF. MANUF. STANDARD l STANDARD FRAME TYPE 'C' SAUNA WOOD PLANK FINISH, E SAUNA MANUFACTURE FIRE -TREATED WOOD BLOCKING, E CONTRACTOR. COORDINATE BLOCKIh REQUIREMENTS WITH SAUh MANUFACTUREI SAUNA WOOD TRIM, BY SAUh MANUFACTURE CAULK JOINT SAUNA VARIES, SEE Well rypFe DOOR SCHEDULE MARK SIZE Inq FRAME THRSH. i DETAILS HDW i DR. NO. DR. NO, 0 WD. SCHEDULED DOOR AND FRAME, SHIM HT. THK. N 2" 2" 2' 2" DOOR TYPE 'B' DOOR TYPE 'C' FRAME TYPE 'A' FRAME TYPE 'B' DOOR AND FRAME TYPES ALUMINUM STOREFRONT FRAME. COORDINATE FRAME DIMENSIONS, AND ROUGH OPENING SIZE, WITH STOREFRONT MANUFACTURER. STOREFRONT o STOREFRONT MANUF. MANUF. STANDARD l STANDARD FRAME TYPE 'C' SAUNA WOOD PLANK FINISH, E SAUNA MANUFACTURE FIRE -TREATED WOOD BLOCKING, E CONTRACTOR. COORDINATE BLOCKIh REQUIREMENTS WITH SAUh MANUFACTUREI SAUNA WOOD TRIM, BY SAUh MANUFACTURE CAULK JOINT SAUNA VARIES, SEE Well rypFe DOOR SCHEDULE MARK SIZE DOOR FRAME THRSH. LABEL DETAILS HDW REMARKS DR. NO. DR. NO, [RM. NO. WD. SCHEDULED DOOR AND FRAME, SHIM HT. THK. TYPE MATERIAL FINISH GLAZING LITE SIZE TYPE MATERIAL FINISH HEAD JAMB 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 1058 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 105B 105C 105 Y -Ow 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 105C 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 1138 113 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 1136 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 120 3'-6" X 7'-0" 1 3/4" A GHM PAINT-- -- A GHM PAINT -- -- H3 J3 S3 61.10.620 120A 121A 121 3'-0" X 7'-0" 1 3/4" A GHM PAINT -- -- A GHM PAINT -- -- H3 J3 S3 61.10.620 121A 123A 123 3'-0" X 7'-0" 1 3/4' A GHM PAINT -- -- A GHM PAINT TILE -- H3 J3 S3 61.10.620 123A 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 1278 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 127B 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/PULL SET 127A -A 127B -A 127B 3'-0" X 7'-0" 1 3/4" A GHM PAINT -- -- A GHM PAINT TILE -- H3 J3 S3 61.10.620 127B -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 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 50.10.620 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 143A 143 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 143A 1438 143 3'-0" X 7'-0" 1 3/4" A GHM PAINT -- -- A GHM PAINT T.I. ALUM -- 11/A-6.1 1O/A-6.1 Sl B&9/A-6.1 15.19.810 PROVIDE PANIC EXIT DEVICE PER HARDWARE SCHEDULE 1436 144A 144 PR. 3' -Ow X 7'-0" 1 3/4" C ALUM. ENTRANCE CLR. ANODIZED F.T. SG FULL -- ALUM. S.F. CLR. ANODIZED ALUM -- MANUF. MANUF. S4 31.95.130 PUSH/PULL SET 144A SAUNA WOOD PLANK FINISH, BY SAUNA MANUFACTURER FIRE -TREATED WOOD BLOCKING, BY CONTRACTOR. COORDINATE BLOCKING REQUIREMENTS WITH SAUNA MANUFACTURER. SAUNA WOOD TRIM, BY SAUNA MANUFACTURER CAULK JOINT - H5 - TYPICAL LOCATIONS VARIES. SEE J5 - TYPICAL LOCATIONS 0 MOISTURE RESISTANT GYPSUM BOARD AND METAL STUD WALL - SEE WALL TYPES FOR CONSTRUCTION. VAPOR BARRIER OCCURS AT SAUNA SIDE OF WALK 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 lei 111 VA .111 i I *011111![Kllkl�l THERMALLY IMPROVED ALUMINUM STOREFRONT THERMALLY IMPROVED ALUMINUM ENTRANCE, PROVIDE DOORS AT SAUNAS WITH WOOD HANDLES SCHEDULED GLAZING CORRIDOR MOISTURE RESISTANT GYPSUM BOARD AND METAL STUD WALL - SEE WALL TYPES FOR CONSTRUCTION. VAPOR BARRIER OCCURS AT SAUNA SIDE OF WALK PROVIDE DOUBLE STUDS AT EACH JAMB. AT SAUNA, FILL STUDS WITH BATT INSULATION. PROVIDE 'J' MOULD TRIM AT END OF GYPSUM BOARD, TYPICAL BOTH SIDES CAULK BOTH SIDES OF FRAME THERMALLY IMPROVED ALUMINUM STOREFRONT FRAME 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 RECESSED SLAB MAY OCCUR, SEE SLAB PLAN. AT 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 3"=1'-0" VARIES, SEE WALL TYPES H4 - TYP. CONDITION 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' -Ow. METAL STUD AND GYPSUM BOARD WALL, SEE WALL TYPES FULL HEIGHT METAL STUD 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. 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 J4 - TYP. CONDITION SPECIFICATIONS. WALL CONSTRUCTION BEYOND. FRAME DEPTH SCHEDULED DOOR AND FRAME. VARIES, SEE WALL TYPES WITH WALL THICKNESS PROVIDE FRAME ANCHORS IN O N EQ. WALL CONSTRUCTION BEYOND DOOR FRAME 40, WBIKC 1" MIN., COORD. WITH DOOR EQ. FRAME EQ. SCHEDULED DOOR AND FRAME, SHIM AS REQUIRED, PROVIDE FRAME ATHLETIC FLOORING MANUF. i ANCHORS IN TYPE AND QUANTITY AS I SCHEDULED THRESHOLD, SET IN JOINT RECOMMENDED BY THE WOOD ATHLETIC FLOORING, SEE MANUFACTURER, BUT NOT LESS THAN I.D. DRAWINGS REQUIRED BY SPECIFICATIONS. VAPOR BARRIER, RETURN UNDERo o SCHEDULED THRESHOLD, SET IN JOINT THRESHOLD -0 rq SEALANT BED. DO NOT ANCHOR THRESHOLD IN WOOD ATHLETIC A V 2" CLR. EXPANSION SPACE, TYP. FLOORING. W COORD. MIN. CLEAR WIDTH � CEMEN110US UNDERIAYMENT LANDING � WITH MANUFACTURER AND RAMP, RAMP THICKNESS VARIES AT 7 2" CLR. EXPANSION SPACE, TYP. rn CONTRACTOR SHALL COORD. MIN. CLEAR WIDTH CAST -IN-PLACE CONCRETE SLAB CONFIRM FRAME DEPTH WITH MANUFACTURER L S4A - TYP. AT WOOD ATHLETIC FLOORING WALL CONSTRUCTII VARIES, SEE WA UNLESS INDICATED OTHERWISE, CENTER FLOORING MATERIAL TRANSITIONS UNDER DOOR IN THE CLOSED POSITION. )N BEYOND. LL TYPES FRAME DEPTH SCHEDULED DOOR AND FRAME. ATHLETIC FLOORING MANUF. WITH WALL THICKNESS PROVIDE FRAME ANCHORS IN O N EQ. WALL CONSTRUCTION BEYOND. DOOR FRAME EQ. WBIKC VARIES, SEE WALL TYPES THE MANUFA , BUT NOT LESS I.D. DRAWINGS 0 0 VAPOR BARRIER, RETURN UNDER 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 BED MAY OCCUR. AT WALL OPENINGS, A4 k SLAB RECESS SHALL BE CENTERED UNDER DOOR IN THE CLOSED POSITION. A 5 CAST -IN-PLACE CONCRETE SLAB S4 - TYP. CONDITION DOOR DETAILS - TYP. INTERIOR ALUM. ENTRANCE DOOR DETAILS 3"=1'-0" CONTRACTOR SHALL CONFIRM FRAME DEPTH N IN H3 - TYP. CONDITION CONTRACTOR SHALL CONFIRM FRAME DEPTH WITH WALL THICKNESS VARIES, SEE WALL TYPES 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' -Ow 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 I.(]I► si*t" l 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. WITHCONFIRM FRAME DEPTH SCHEDULED DOOR AND FRAME. ATHLETIC FLOORING MANUF. WITH WALL THICKNESS PROVIDE FRAME ANCHORS IN O N Sheet No.: WALL CONSTRUCTION BEYOND. AND QUANTITY AS RE DED BY WOOD ATHLETIC FLOORING, SEE WBIKC VARIES, SEE WALL TYPES THE MANUFA , BUT NOT LESS I.D. DRAWINGS ED BY SPECIFICATIONS. VAPOR BARRIER, RETURN UNDER i � I SCHEDULED THRESHOLD, SET IN JOINT THRESHOLD V ~ SEALANT BED. DO NOT ANCHOR THRESHOLD IN WOOD ATHLETIC FLOORING. -0 rq CEMENTIOUS UNDERLAYMENT LANDING AND RAMP, RAMP THICKNESS VARIES A V 2" CLR. EXPANSION SPACE, TYP. W COORD. MIN. CLEAR WIDTH CAST -IN-PLACE CONCRETE SLAB WITH MANUFACTURER S3A - TYP. AT WOOD ATHLETIC FLOORING rn CONTRACTOR SHALL CONFIRM FRAME DEPTH SCHEDULED DOOR AND FRAME. L WITH WALL THICKNESS PROVIDE FRAME ANCHORS IN TYPE N WALL CONSTRUCTION BEYOND. AND QUANTITY AS RECOMMENDED BY VARIES, SEE WALL TYPES THE MANUFACTURER, BUT NOT LESS q. THAN REQUIRED BY SPECIFICATIONS. UNLESS INDICATED OTHERWISE, CENTER O " FLOORING MATERIAL TRANSITIONS UNDER a s FLOORING MATERIAL, SEE I.D. DOOR IN THE CLOSED POSITION. I DRAWINGS ? --- -- ----- ------ L) RECESSED SLAB FOR THICKEST TILE MORTAR A A � BED MAY OCCUR. AT WALL OPENINGS, I A a SLAB RECESS SHALL BE CENTERED UNDER CAST -IN-PLACE CONCRETE SLAB DOOR IN THE CLOSED POSITION. A G h S3 - TYP. CONDITION DOOR DETAILS - TYP. INTERIOR H.M. DOOR DETAILS w oo mW?DOpww r•U►=-2IxZO—Z �w�a�a��0 N~ O w w W ®VW�rj��a.= 2 w Z Z W O w d•wItCO aW=Wrxa aWcoP 33v 00=ww wF-w coo 0 $' DOOR SCHEDULE, W N �O OCN Z Proj #: Issue Date: z O N Sheet No.: A=801 Drawn By: rn M WBIKC o fn3 w 00 � 3 U `t V ~ o4 c -0 rq a W U 00 L Qo rn L w N � O " a s N ? M `o L) O O � U 0 0 � O o U_ V) w oo mW?DOpww r•U►=-2IxZO—Z �w�a�a��0 N~ O w w W ®VW�rj��a.= 2 w Z Z W O w d•wItCO aW=Wrxa aWcoP 33v 00=ww wF-w coo 0 $' DOOR SCHEDULE, TYPES, AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=801 Drawn By: Checked By: WBIKC o a a `o U_ I L zO 0 Sheet Name: DOOR SCHEDULE, TYPES, AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=801 Drawn By: Checked By: WBIKC KC N 12' -Om, 2 EQ. EQ. 6'-0" CLR. AT DOOR EQ. 4T NOTE: AT BASKETBALL ENTRANCE, ALL GLAZING SHALL BE FRONT SET TO 4T 4T BASKETBALL SIDE OF FRAME 6'-0" 3'-0" S-0" CLR. 3T SCHEDULED NOTE: OPEN TRANSOM DOOR r -�--� -, HEDULED / I I \ I o 6 104 DOOR I I I `\ i o> O I `\ I I/ 4T 4T `I I 3T`I I " I� //I I / I '\J L_ _J It 0 N L _J FRAME TYPE 'I-4' PREFINISHED ALUMINUM BRAKE METAL FRAME TYPE 'I-5' BASKETBALL ENTRANCE BLOCK. MATH WOOOVER FIRE D ATHLETIC KIDS KIDS KLUB ENTRANCE 11'-4", 2 EQ. ABOVE DOOR FRAME FOR TRANSFER AIR r — � BETWEEN SHOWERS AND POOL 2T IC -4 i� I a \I SCHEDULED DOOR I � 2T% R IR / I 2T I � / I <D FRAME TYPE 'i-6' POOL VESTIBULE ENTRANCE FLOORING HEIGHT. g' -2m, 2EQ. 9'-2 2EQ. EQ. 6'-0" CLR. AT DOOR EQ. 11-4", 2 EQ. BRAKE METAL OVER FIRE RETARDANT TREATED WOOD BLOCK. MATCH wooD ATHLETIC FLOORING /"2_� INTERIOR WINDOW FRAME TYPES HEIGHT. 1/4' O I iv 0 6'-O" 9'-92", 2EQ. 00 u �o�JS ^ I N d N • I N � N 13'-5", 2EQ. i 0 Oj FRAME TYPE 'E-6' FRAME TYPE 'E-7' FRAME TYPE 'E -7A' BASKETBALL WINDOWS CLERESTORY END WINDOWS CLERESTORY SIDE WINDOWS FULL HEIGHT COLUMNS WITH PREFINISHED ALUMINUM COLUMN COVERS BEYOND. COLUMN COVERS BY WINDOW MANUFACTURER. CENTER VERTICAL MULLIONS MAIN ENTRANCE EXTERIOR AND ENTRANCE VESTIBULE WINDOW FRAME TYPES 1/4"=11-001 16'-0", 4 EQ. BRAKE METAL OVER FIRE RETARDANT TREATED WOOD BLOCK. MATCH WOOD ATHLETIC FLOORING HEIGHT. 16'-0", 4 EQ. NOTE: THIS IS TYPICAL IN THE AEROBICS. SEE PLANS AND ELEVATIONS FOR ALL LOCATIONS. I- KHIVI t I Y 1-'t ' t-4" HIGH RIBBON WINDOW TYPE 1 VESTIBULE REAR WINDOW NOTE: THIS IS TYPICAL IN THE AEROBICS. SEE PLANS AND ELEVATIONS FOR ALL LOCATIONS. I-rcHlVl t I Y r r_ r --14/A HIGH RIBBON WINDOW TYPE 1 VESTIBULE SIDE WINDOW EAREN EXTERIOR WINDOWS AND FRAMES THE SHELL CONTRACTOR FRAME TYPE '1-3A' CYCLING ROOM ENTRANCE o� EQ. 6'-0" CLR. AT DOOR EQ. 0 0 WIN. NO, RM. NO. TYPE MATERIAL FINISH O TEMPERED HEAD �i SILL O 105 3T R � CLR. ANODIZED 1" IGU PARTIAL H2 J2 S2 106 118 1-1 T.I. ALUM. S.F. CLR. ANODIZED 1" IGU PARTIAL H2 J2 S2 107 118 I� T.I. ALUM. S.F. CLR. ANODIZED 1" IGU PARTIAL H2 J2 Lj 108 113 1-6 T.I. ALUM. CLR. ANODIZED 1" IGU FULL H4 J4 S4 109 R `� 1-6 T.I. ALUM. CLR. ANODIZED 1" IGU FULL H4 J4 N 110 105 L^ \\ LL —J 1/4" S.P. GLASS FULL H1 J1 Si 111 142 1-3 ALUM. S.F. CLR. ANODIZED FRAME TYPE '1-3A' CYCLING ROOM ENTRANCE o� MARK 0 0 TYP. FRONT WINDOWS NOTE: THIS IS TYPICAL IN THE FREE WEIGHTS AREA. SEE PLANS AND ELEVATIONS FOR ALL LOCATIONS. r IR/'11v1 C 1 T r C C -J HIGH RIBBON WINDOW TYPE 2 FRAME TYPE 'E -3A' TYP. FRONT WINDOWS WITH DOOR WINDOW SCHEDULE MARK FRAME DETAILS WIN. NO, RM. NO. TYPE MATERIAL FINISH GLAZING TEMPERED HEAD JAMB SILL FIRST FLOOR 105 118 I -1A T.I. ALUM. S.F. CLR. ANODIZED 1" IGU PARTIAL H2 J2 S2 106 118 1-1 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 Si 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 S1A 115 137 1-2 ALUM. S.F. CLR. ANODIZED 1/4" S.P. GLASS PARTIAL H1 J1 S1A 116 137 1-2 ALUM. S.F. CLR. ANODIZED 1/4" S.P. GLASS PARTIAL H1 J1 S1A 117 143 1-4 ALUM. S.F. CLR. ANODIZED 1/2" LAM. GLASS FULL H3 J3 S3 a 3 Ll 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 CL11, 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 SSD SKYLIGHT REMARKS NO. WIDTH LENGTH MA INISH GLAZING 4TH FACE, SEE GLAZING NOTES FOR SPECIFIC INFORMATION. SK1-12 4'-0" - T.I. ALUM. CLR. ANODIZED D.W. POLY 1/2" LAM, GLASS 1/2" LAMINATED GLASS- (2) LAYER 1/4" THICK SINGLE PANE - 3'-6" X 5'-0" T.I. ALUM. CLR. ANODIZED D.W. POLY ALUMINUM WINDOW AND SKYLIGHT SCHEDULE NOTES ABBREVIATIONS w Lo %0 ILM l' THICK INSULATED GLASS UNIT, SEE GLAZING NOTES FOR SPECIFIC INFORMATION. ALUM. S.F. ALUMINUM STOREFRONT 1" SPANDREL IGU 1" THICK INSULATED GLASS UNIT WITH SPANDREL COATING ON ALUM, CA ALUMINUM CURTAINWALL 4TH FACE, SEE GLAZING NOTES FOR SPECIFIC INFORMATION. CLR, ANODIZED CLEAR ANODIZED ALUMINUM FINISH. jf4" S.P. GLASS 1/4" THICK SINGLE PANE GLASS, SEE GLAZING SCHEDULE FOR DA POLY DOUBLE WALL "BUBBLE" POLYCARBONATE SPECIFIC INFORMATION KC 1/2" 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 T.I. ALUM. C.W. THERMALLY IMPROVED ALUMINUM CURTAINWALL SPECIFIC INFORMATION op ALUMINUM T.I. ALUM. S.F. THERMALLY IMPROVED ALUMINUM STOREFRONT. NOTES 3V� 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 ^' W (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 6.3. INTERIOR LOCATIONS (TYP.): 2"X4 1/2", NON -THERMAL, ALUMINUM DRAWINGS AND NECESSARY CALCULATIONS TO CONFIRM DESIGN ADEQUACY. STOREFRONT. WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION, CONTRACTOR 6.4. INTERIOR LOCATIONS (POOL, SPA, SAUNA, VESTIBULE AND OTHER LOCATIONS SHALL SUBMIT SHOP DRAWINGS SEALED BY A LOCALLY LICENSED STRUCTURAL INDICATED 2"X4 1/2", THERMALLY IMPROVED, ALUMINUM STOREFRONT. ) ENGINEER TO THE LOCAL AUTHORITY FOR APPROVAL. 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" BOTTOM RAIL, NON -THERMAL„ ALUMINUM ENTRANCE. FULLY TEMPERED GLASS (SAFETY GLASS). 6.7. AT INTERIOR LOCATIONS, EXCEPT AT POOL WINDOWS, PROVIDE 6"H 5. COORDINATE ALL CONCRETE AND MASONRY CURB DIMENSIONS WITH WINDOW ALUMINUM BASE AT ALUMINUM STOREFRONT AND CURTAINWAL.L. FRAMING SIZES. 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 ALUMILITE tea• ALIT -SF THERMALLY BROKEN, ALUMINUM FRAMED, DOMED SKYLIGHT WITH INSULATED ALUMINUM CURB, SIZE AS INDICATED IN THE SCHEDULE. PROVIDE WITH MANUFACTURER'S STANDARD INSULATED CURB, MINIMUM 12" HIGH. GLAZING SCHEDULE O« • 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 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 BREAK, FULLY TEMPERED (SAFETY GLASS). SEE GL -3 IN GLAZING SPECIFICATION. p • 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 � GL -4 IN GLAZING SPECIFICATION. • GLAZING TYPE 4T: 1/2" LAMINATED CLEAR GLASS, FULLY TEMPERED (SAFETY p LL } o J 01--a'wZ �C~wC-VZo� m H x W O Z Q 0o 05 Z RW ma0aIx0 NPDmWTQ^WUJ tea= =�wZZw0Wrr N co owuu ml=- 0�0:-g: of Fj SGS"tR080F�, e *� O M AM16346 �tVG 0 WINDOW SCHEDULE, w Lo %0 Proj #: Issue Date: z o N Sheet No.: A=802 Drawn By: M M WB/KC KC tin o v op � 3V� U D 3 +° ^' W o = s :~« F « Q N w U 00 Qo N O« « L s M to r` Q p p N � U p Ln LL } o J 01--a'wZ �C~wC-VZo� m H x W O Z Q 0o 05 Z RW ma0aIx0 NPDmWTQ^WUJ tea= =�wZZw0Wrr N co owuu ml=- 0�0:-g: of Fj SGS"tR080F�, e *� O M AM16346 �tVG 0 WINDOW SCHEDULE, AND WINDOW TYPES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: A=802 Drawn By: Checked By: WB/KC KC Fain 0 a 'C a 3 Ll 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 LO GYPSUM BOARD AND METAL STUD WALL z o 04 L CONSTRUCTION, SEE WALL TYPES z o C-4 (7 7 M M 5/8" GYPSUM BOARD OVER 1/2" METAL STUD BOX BEAM HEADER AT TOP o ; r FIRE -RETARDANT -TREATED PLYWOOD OF WINDOW OPENING. MINIMUM (2) 6"D z < v o 5/8" GYPSUM BOARD OF 2x6 SHEATHING 1/2"FlRE-RETARDANT-TREATED AT OPENINGS 4'-0" OR LESS. MINIMUM U u FlRE-RETARDANT TREATED WOOD PLYWOOD, EXTEND FULLY (2) 19"D AT OPENINGS GREATER THAN o BLOCKING. SHIM AS REQUIRED." " " BEHIND GYPSUM BOARD 4'-0". +_+ » s 6 , 16 GA, METAL STUDS AT 16 C. LA FIELD VERIFY THAT FINISH FACE w DOES NOT PROJECT PAST FACE FASTEN TO TUBE STEEL FRAME PROVIDE 'J' TRIM AT ENDS OF SHIM AS REQUIRED () 00 OF COLUMN COVER BEYOND. PERIMETER OF CEILING. GYPSUM BOARD L y M O 3x5 STEEL TUBE, SEE CTURAL JOINT SEALANT AND BACKER FACE OF WALL BEYOND LUj - ROD, TYP. BOTH SIDES. Z MATCH WINDOW FRAME COLOR. w NOTES: 1. PROVIDE STEEL TUBE BEAM AND BLOCKING » 5/8" GYPSUM BO PROVIDE 'J' TRIM � AT END OF G M BOARD ALIGN BACK EDGE OF WINDOW AT WINDOW LOCATIONS INDICATED TO RECEIVE S LO JOINTS AND BACKER ROD, TYP. WITH FINISH FACE OF WALL INTERIOR SIGNAGE TYPE 1. SEE U � � BOTH SIDES MATCH WINDOW FRAMING SEE PLANS FOR SIDE TO " 4&5/A-7.4. V ) EQ. EQ. COLOR. I ALL SO TILE BASE GROUT BED OFFSET WINDOW. 2. GYPSUM BOARD AND METAL STUD SURROUND $ IS CONC D. FRONT SET GLAZING TO BASKETBALL WALL THICKNESS VARIES, MAY OCCUR AT PERIMETER OF BASKETBALL 0 U 2j" 4" SIDE OF WINDOW SEE WALL TYPES ENTRANCE, SEE PLANS AND I.D. DRAWINGS. SCHE LED WINDOW AND GLAZING, SHIM AS o N RE RED H3 GYPSUM BOARD AND METAL STUD WALL H5 CONSTRUCTION, SEE WALL TYPES GYPSUM BOARD AND METAL STUD WALL I 0 ~ v 0 VESTIBULE CEILING ABOVE C•L CONSTRUCTION, SEE WALL TYPES THIN VENEER BRICK MAY I METAL STUD BOX BEAM HEADER AT TOP w co W � w z OCCUR AT WINDOW JAMBS. I OF WINDOW OPENING. MINIMUM (2) 6 D N z a U3 (1) FULL HEIGHT STUD AT OPENINGS 4'-0" OR LESS. MINIMUM m w p z o N w — -` —" — -- — — — — 1 /2"FIRE-RETARDANT-TREATED INSTALL AS SHOWN IN I.D. ^ v " " 2", TYP. PLYWOOD, EXTEND FULLY DRAWINGS. I (2) 19-D AT OPENINGS GREATER THAN N F-- O w Q W W EQ., TYP. EQ., TYP. '� BEHIND GYPSUM BOARD SHIM AS REQUIRED I ® 5' W> z z p x RUC S 4-0. swz bw-z STRUCTURAL PROVIDE 'J' TRIM AT ENDS OF I SHIM AS REQUIRED 0: CO z p w FASTENERS' PROVIDE 'J' TRIM AT ENDS OF () GYPSUM BOARD x 2 PARTIAL HEIGHT METAL STUDS AT BOX w a 2 - o _ a; GYPSUM BOARD BEAM HEADER SUPPORT I a w CO I- v C.L JOINT SEALANT AND BACKER FACE OF WALL BEYOND v= X w cw_.� m w " - JOINT SEALANT AND BACKER > > r o PREFINISHED ALUMINUM COLUMN COVER, MATCH I c;, ROD, TYP. BOTH SIDES. SCHEDULED WINDOW AND GLAZING, SHIM 8 w U_ I= W MATCH WINDOW FRAME COLOR.. AS REQUIRED ROD TYP. BOTH SIDES. WINDOW FRAME FINISH AND GAUGE (MIN.). AT N MATCH WINDOW FRAME COLOR.. NOTES: p NOTES: TOP OF COLUMN COVER, EXTEND 5/8" ABOVE I 1. PROVIDE STEEL TUBE BEAM AND BLOCKING FINISH CEILING. PROVIDE JOINT SEALANT I 1. PROVIDE COLD -FORMED METAL STRUCTURAL SCHEDULED WINDOW AND GLAZING, SHIM AS ALIGN BACK EDGE OF WINDOW STUDS AT WINDOW LOCATIONS INDICATED TO ALIGN BACK EDGE OF WINDOW AT WINDOW LOCATIONS INDICATED TO RECEIVE BETWEEN FINISH CEILING AND COLUMN COVER, I MATCH CEILING FINISH. AT BOTTOM OF REQUIRED WITH FINISH FACE OF WALL " RECEIVE INTERIOR SIGNAGE TYPE 1. SEE WITH FINISH FACE OF WALL. " INTERIOR SIGNAGE TYPE 1. SEE I SEE PLANS FOR SIDE TO SEE PLANS FOR SIDE TO 4&5/A-7.4. COLUMN COVER, PROVIDE AN INTEGRAL JOINT SEALANT AND BACKER ROD, TYP. ALL 48c5/A-7.4. �T� RECEIVER AND FLANGE TO RECEIVE JOINT SIDES. MATCH WINDOW FRAMING COLOR. OFFSET WINDOW. 2. GYPSUM BOARD AND METAL STUD SURROUND OFFSET WINDOW Fri M SEALANT. MATCH COLUMN COVER FINISH. J5 INSTALL SO TILE BASE GROUT BED IS FRONT SET GLAZING TO BASKETBALL WALL THICKNESS VARIES, MAY OCCUR AT PERIMETER OF BASKETBALL WALL THICKNESS VARIES, CONCEALED. SIDE OF WINDOW SEE WALL TYPES ENTRANCE, SEE PLANS AND I.D. DRAWINGS. SEE WALL TYPES C.l BASKETBALL SIDE J3 NON -BASKETBALL SIDE H1 W M EQ. WALL THICKNESS VARIES, SEE WALL TYPES Q OW W OF SET GLAZING TO BASKETBALL F INDq " � SCHEDULED WINDOW AND GLAZING, SHIM AS SIDE GYPSUM BOARD AND METAL STUD WALL REQUIRED AV CONSTRUC110N, SEE WALL TYPES JOINT SEALANT AND BACKER ROD, TYP. ALIGN BACK EDGE OF WINDOW WITH SCHEDULED WINDOW AND GLAZING, SHIM AS THIN VENEER BRICK MAY OCCUR AT N BOTH SIDES. MATCH WINDOW FRAMING FINISH FACE OF WALL. SEE PLANS FOR may- REQUIRED I WINDOW JAMBS. INSTALL AS SHOWN IN 1� COLOR. INSTALL. SO TILE BASE GROUT BED SID TO OFFS WINDOW. I.D. DRAWINGS. IS CONCEALED. PROVIDE 6"H BASE AT BOTTOM OF WINDOW I (1) FULL HEIGHT STUD E"-� �I.� VENTILATED WALL BASE, SEE I.D. II 2" 2" II FACE OF WALL BEYOND TILE BASE, SEE I.D. DRAWINGS " DRAWINGS I JOINT SEALANT AND BACKER ROD, TYP. BOTH , , I SHIM AS REQUIRED > O I WOOD ATHLETIC FLOORING, SEE I.D. I PROVIDE J TRIM AT ENDS OF I D [� SIDES. MATCH WINDOW FRAMING COLOR DRAWINGS I PREFlNISHED ALUMINUM BRAKE METAL TRIM GYPSUM BOARD I I I STRUCTURAL CONCRETE CURB, SEE I OVER FIRE -RETARDANT TREATED WOOD a BLOCKING. MATCH WINDOW FRAME. BY I (2) PARTIAL HEIGHT METAL STUDS AT BOX BEAM HEADER SUPPORT I WINDOW FABRICATOR. JOINT SEALANT AND BACKER 7 ROD, TYP. BOTH SIDES. CEMENTIOUS UNDERLAYMENT RAMP, THICKNESS MATCH WINDOW FRAME COLOR. N RETURN BRICK BACK TO FACE OF WINDOW CAST -IN-PLACE CONCRETE SLAB, SEE VARIES. PROVIDE BOND BREAK AT FACE OF FRAME WITH MANUFACTURED CORNER STRUCTURAL �i ALUMINUM TRIM. UNITS, CUT TO FIT. O CAST -IN-PLACE CONCRETE SLAB, SEE ALIGN BACK EDGE OF WINDOW VAPOR BARRIER, 2" CLP. EXPANSION SPACE, TYP. STRUCTURAL WITH FINISH FACE OF WALL." WHERE THIN VENEER BRICK OCCURS, Q RETURN BEHIND COORD. MIN. CLEAR WIDTI 2 NOTES: SEE PLANS FOR SIDE TO PROVIDE JOINT SEALANT BETWEEN BRICK :i WINDOWWITH MANUFACTURER } 1. GYPSUM BOARD AND METAL STUD SURROUND OFFSET WINDOW. AND WINDOW W t A j MAY OCCUR AT PERIMETER OF BASKETBALLO WALL THICKNESS VARIES, SCHEDULED WINDOW AND GLAZING, SHIM 41 ENTRANCE, SEE PLANS AND I.D. DRAWINGS. SEE WALL TYPES AS REQUIRED 4 f T BASKETB LL SIDE S3 NON -BASKETBALL SIDE A NOTES: F-+� S5 — 1. PROVIDE COLD -FORMED METAL STRUCTURAL STUDS AT WINDOW LOCATIONS INDICATED TO WALL THICKNESS VARIES, RECEIVE INTERIOR SIGNAGE TYPE 1. SEE WINDOW DETAILS - WINDOW DETAILS - SEE WALL TYPES 4&5/A-7.4. Z 5 INTERIOR ALUM. STOREFRONT AT ENTRY VESTIBULE 3 INTERIOR ALUM. STOREFRONT AT BASKETBALL ENTRANCE" �11 3"=1'-0" A-8.2.1 3"=1'-0" V 1 ALIGN BACK EDGE OF WINDOW WITH SCHEDULED WINDOW AND GLAZING, SHIM AS [� FINISH FACE OF WALL SEE PLANS FOR REQUIRED WALL THICKNESS VARIES, PILASTER MAY OCCUR, SIDE TO OFFSET WINDOW. PROVIDE 6'H BASE AT BOTTOM OF WINDOW W SEE WALL TYPES SEE PLANS GYPSUM BOARD AND METAL STUD WALL FACE OF WALL BEYOND CONSTRUCTION, SEE WALL TYPES OO VAPOR BARRIER, RE�IIRN BEHIND / I I METAL STUD BOX BEAM HEADER AT TOP JOINT SEALANT AND BACKER ROD, TYP. BOTH WINDOW { :: _� I I OF WINDOW OPENING. MINIMUM (2) 6"D — — SIDES. MATCH WINDOW FRAMING COLOR f 1 1141— AT OPENINGS 4'-0" OR LESS. MINIMUM SHIM AS REQUIRED {� - ..W'�. I (2) 19"D AT OPENINGS GREATER THAN CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL PROVIDE J TRIM AT ENDS OF {` __ HORIZONTAL WOOD SLAT PANELING MAY ! �` TOP OF FRAME IS AN OPEN TRANSOM TO GYPSUM BOARD {' - DLL FLOOR OVER OCCUR. SEE INTERIOR DETAILS AND I.D. THE CEILING ABOVE. MANUFACTURER I I DRAWINGS. THICKSET MORTAR" :a SHALL PROVIDE FINISH CAP PLATE AT TOP JOINT SEALANT AND BACKER L J BED OVER RECESSED OF FRAME ROD, TYP. BOTH SIDES. FACE OF PILASTER BEYOND SLAB SCHEDULED WINDOW AND GLAZING, SHIM MATCH WINDOW FRAME COLOR." `VE AS REQUIRED. LOCATE AS SHOWN IN THE N FACE OF TYPICAL WALL CONSTRUCTION PIANS ALIGN BACK EDGE OF WINDOW I BEYOND S1 B - AT THICKSET MORTAR BED LOCATIONS WITH FINISH FACE OF WALL. Al" " SEE PLANS FOR SIDE TO 'i WALL THICKNESS VARIES, OFFSET WINDOW. WALL THICKNESS VARIES, SEE WALL TYPES SEE WALL TYPES " H4 POOL SIDE H2 NON -POOL SIDE GYPSUM BOARD AND METAL STUD WALL WALL THICKNESS VARIES, PILASTER MAY OCCUR, ALIGN BACK EDGE OF WINDOW WITH SCHEDULED WINDOW AND GLAZING, SHIM AS CONSTRUCTION, SEE WALL TYPES SEE WALL TYPES SEE PLANS FINISH FACE OF WALL SEE PLANS FOR REQUIRED AV SIDE TO OFFSET WINDOW. PROVIDE 6"H BASE AT BOTTOM OF WINDOW VAPOR BARRIER, RETURN BEHIND GYPSUM BOARD AND METAL STUD WALL VENTILATED WALL BASE, SEE I.D. FACE OF WALL BEYOND WINDOW CONSTRUCTION, SEE WALL TYPES DRAWINGS ( (2) FULL HEIGHT STUDS AT JAMB (1) FULL HEIGHT STUD WOOD ATHLETIC FLOORING, SEE I.D. I JOINT SEALANT AND BACKER ROD, BOTH DRAWINGS I SIDES. MATCH WINDOW FRAMING COLOR R SHIM AS REQUIRED SHIM AS REQUIRED PREFlNISHED ALUMINUM BRAKE METAL TRIM PROVIDE 'J' TRIM AT ENDS OF I OVER FIRE -RETARDANT TREATED WOOD OF FL GYPSUM BOARD BLOCKING. MATCH WINDOW FRAME. BY �e�, ?r• (2) PARTIAL HEIGHT METAL STUDS AT BOX WINDOW FABRICATOR. BEAM HEADER SUPPORT CEMENTIOUS UNDERLAYMENT RAMP, THICKNESS ,gyp ti SCNROF JOINT SEALANT AND BACKER JOINT SEALANT AND BACKER VARIES. PROVIDE BOND BREAK AT FACE OF o�� ROD, TYP. BOTH SIDES. ROD, TYP. BOTH SIDES. PILASTER FRAMING �.`t .. ALUMINUM TRIM. • -- * — ; a�` MATCH WINDOW FRAME COLOR. N SCHEDULED WINDOW AND GLAZING, SHIM MATCH WINDOW FRAME COLOR.. CAST -IN-PLACE CONCRETE SLAB, SEE • pD0163 AS REQUIRED. LOCATE AS SHOWN IN THE VAPOR BARRIER, 2" CLA. EXPANSION SPACE, , P. STRUCTURAL Vii`, PLANS. RETURN BEHIND COORD. MIN. CLEAR WIDTFi�% " - ALIGN BACK EDGE OF WINDOW SCHEDULED WINDOW AND GLAZING, SHIM WINDOW WITH MANUFACTURER WITH FINISH FACE OF WALL. " AS REQUIRED SEE PLANS FOR SIDE TO OFFSET WINDOW. J4 POOL SIDE J2 NON -POOL SIDE S1A -AT AEROBICS ROOM ALIGN BACK EDGE OF WINDOW WALL THICKNESS VARIES, PILASTER MAY OCCUR, SEE WALL TYPES SEE PLANS WITH FINISH FACE OF WALL. " SEE PLANS FOR SIDE TO WALL E THICKNESS VARIES, o OFFSET WINDOW. ES FACE OF PILASTER BEYOND FACE OF TYPICAL WALL CONSTRUCTION BEYOND SCHEDULED WINDOW AND GLAZING, SHIM AS I SCHEDULED WINDOW AND GLAZING, SHIM SCHEDULED WINDOW AND GLAZING, SHIM AS REQUIRED. LOCATE AS SHOWN IN THE PLANS. JOINT SEALANT AND BACKER ROD, TYP. BOTH AS REQUIRED ALIGN BACK EDGE OF WINDOW REQUIRED SIDES. MATCH WINDOW FRAMING COLOR l`z �,7 I PROVIDE 'J' TRIM AT ENDS OF GYPSUM WITH FINISH FACE OF WALL PROVIDE 6"H BASE AT BOTTOM OF WINDOW 0 " 5/8 CEMENT BOARD OVER VAPOR BOARD " SEE PLANS FOR SIDE TO _ PROVIDE 6"H BASE AT BOTTOM OF WINDOW BARRIER. RETURN VAPOR BARRIERI 5/8" GYPSUM BOARD OFFSET WINDOW. FACE OF WALL BEYOND o 'o BEHIND WINDOW. 7 a JOINT SEALANT AND BACKER ROD, TYP. BOTH RECESSED SLAB AT THICKSET TILE MATCH WINDOW WIDTH CAST -IN-PLACE CONCRETE CURB JOINT SEALANT AND BACKER ROD, TYP. BOTH LL`o lzil� SIDES. MATCH WINDOW FRAMING COLOR MORTAR BED I SIDES. MATCH WINDOW FRAMING COLOR CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL < y C o ii C TILE FLOOR OVER THICKSET MORTAR BED OVER .7 � RECESSED SLAB ct sheet Name: WINDOW DETAILS �a CAST -IN-PLACE CONCRETE SLAB, SEEzl STRUCTURAL CAST -IN-PLACE CONCRETE SLAB, SEE Prot #: Issue Date: STRUCTURAL 170264 09-01-2017 S4 POOL SIDE S2 NON -POOL SIDE S1 Sheet No.: WINDOW DETAILS - WINDOW DETAILS - WINDOW DETAILS - A=80214 INTERIOR ALUM. STOREFRONT AT POOL VESTIBULE 2 INTERIOR ALUM. STOREFRONT AT POOL WINDOWS 1 TYPICAL INTERIOR ALUM. STOREFRONT• A-8.2.1 3"=1'-0" A-8.2.1 3"=1'-0" �8.2.13"=1'-0" Drawn By: Checked By: WB/KC KC 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) 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. "'re", AND CROSSES IN THE PVC BRAIN COVERS, MANUFACTURED DRAIN COVERS SHALL BE PROVIDED THAT MATCH THE BENDS, "T'e", AND CROSSES. FIELD CUT SECTIONS OF DRAIN COVERS ARE NOT PERMITTED IN THESE LOCATIONS. -7' REFER TO SPA DRAWINGS FOR SPA DETAILS �ELM PROVIDE HOSE BIBB WITH llMII �0m SIZE ' (VACUUM BREAKER UNDER SINK ' DEPTH SPECTRUM PRODUCTS FREEDOM IN MEN'S RESTROOM 50,355 GALLONS PERIMETER BP -350 ADA UFT AND SLEEVE TURNOVER 4.20 HOURS FLOW RATE 18" FROM WATER'S EDGE, BATHING LOAD 1 40 MINIMUM 4' OF DECK BEHIND SLOPE EQUIPMENT ROOM PROVIDE HOSE BIBB WITH LEAVE 3'-0" MOUNT, SLEEVE TO BE BONDED FLOOR TO FLOOR DRAINS VACUUM BREAKER IN EQUIPMENT ROOM d O O O O O t O O O s 0 O O O I o ° 8'-0" 6' - IN �j 0 0 0 0 fit]► cV o �@ QO V n nI Dn n a; MINIMUM 4'-0" 0 0 s BEHIND SAFETY EQUIPMENT T'U) l HANDRAILS 0 0 ao ❑ RAPE I SLOPE _ 2 a �ELM .�.IIM M0MCMwaga llMII �0m SIZE ' • rr • ' DEPTH S-6" TO 4'-6" TO S -6 - VOLUME 50,355 GALLONS PERIMETER 202 LF TURNOVER 4.20 HOURS FLOW RATE 7200 GPM BATHING LOAD 1 40 LEAVE 3'-0" ----------------------------------- i -------------- ------ ---- T- N N PROVIDE RECESSED WALL EXISTING BULDING FOUNDATION TO HYDRANT WITH VACUUM REMAIN. SEE DETAIL, PAGE 3. BREAKER POOL PLAN SAFETY EQUIPMENT ° ° !6 _ o ❑ 0 0 7v PROTRUDING CORER W/ ° MINIMUM 2" RADIUS (TYP) o ° ° O O O 0 O u ------------------ --------------- - ---- -- --------- -- --- --------°------ -- o O° ° o 11N 1 z ir GRAB RAILS (TYPICAL OF 5 J SETS) MINIMUM 4' BEHIND GRAB RAILS PROVIDE HOSE BIBB WITH SLOPE FIRST 4 FEET OF POOL DECK 2% VACUUM BREAKER UNDER SINK AWAY FROM POOL OR TOWARD DECK DRAINS IN WOMEN'S RESTROOM AS PER HEALTH DEPARTMENT CODE yl%4 8' 12 REAR SCALE: 1/8" = 1'-0,,LEFT RIGHT FRONT LAP LANE DETAIL POOL LIFT NOTE: PROVIDE HANDICAPPED ACCESS VIA STAINLESS STEEL SPECTRUM AQUATICS MODEL 26010 ASPEN WITH ANCHOR (BATTERY POWERED LIFT) POOL DATA UNITS SERVED N/A SIZE 22' X 75' AREA 1,683 S.F. DEPTH S-6" TO 4'-6" TO S -6 - VOLUME 50,355 GALLONS PERIMETER 202 LF TURNOVER 4.20 HOURS FLOW RATE 7200 GPM BATHING LOAD 1 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 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. %12' 4 13' ,2 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. ACID AND CHLORINE EQUIPMENT LAYOUT MUST PROVIDE HOSE BIBB WITH STORAGE FOLLOW NEC 110-26 ACCESS VACUUM BREAKER IN CONTAINERS AND WORKING SPACE IN EQUIPMENT ROOM AND FEEDERS EQUIPMENT AREAS DIF FLOOR DRAIN LEAVE 3'-0" POOL HEATERS STACKED PER 24" MIN. MANUFACTURER'S CLEARANCE RECOMMENDATIONS 6" MIN. 3" MIN. % 3' X 7' CLEAR SPACE SPA POOL DOOR IN FRONT OF COLLECTOR COLLECTOR ELECTRICAL TANK TANK PANELS 76" 6»" ' ' \DOOR 6.0 X 7 6„ I I I I I I FLOOR \ I I I I I I DRAIN I I ii 3.5' X 7' I POOL EQUIPMENT DOOR i i i i i i POOL ROOM VAC, PUMP 2.5"-t 2„ 1 I 3" 3" 2" 6" 2.5" POOL FILTER 0 L LTER o r SPA HEATER NOTE: PROVIDE CLEARANCE AROUND HEATERS AS SHOWN Lk18" MIN. CLEARANCE SEE MEP 2 DRAWINGS FOR EQUIPMENT ROOM VENTING 3.5' X 7' FLOOR DOOR DRAIN RECIRC.y I I SPA FILTERS SPA PUMP RECIRC. SPA JET PUMP PUMP I ROOM LAYOUT EQUIPMENT 6 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 \ #4 AT 12" O.C. EACH WAY /��//\//�\//�\//�\//�\//�\//�\//�\//�� TOP AND BOTTOM 3" CLEARANCE SECTION I+ 4'-0" _I 2 M 6" MIN. 0 I N I POST BY SPECTRUM PRODUCTS PLAN SEE SECTION FOR NOTE: REQUIRED REINFORCING FREEDOM EMBED LIFT POST A MINIMUM OF LIFT FOUNDATION 6" INTO THE FOOTING. CORE SCALE: ,- _ ,.-o. DRILL AND EPDXY SET IF DESIRED NOTE: TILE INSIDE THE POOL TO BE 1" X 1" DALTILE KEYSTONES, UNGLAZED AND SLIP RESISTANT. COLOR TO BE GALAZY D023 ==C=c=l=7=7C=C=Z=M==C=C===J==C=C=Z=Z= 01110M 00 ON 00610010 0010 MONO I 1111M EDGE OF POOL COPING POOL WATER SURFACE BELOW IT T.O. TIL A. FLOOR BEYOND) V.I.F. FINISH FLOOR 0�— io it POOL DEPTH MARKERS, LOCATE AT SAME POSITION AS co MARKERS ON POOL DECK IN INTERIOR OF GUTTER io io TOP AND BOTTOM EDGE ROWS ARE RADIUSED CORNER TRIM. to 6" 1"X1" UNGLAZED, SLIP RESISTANT WALL TILE AT GUTTER/POOL COPING. SEE I.D. DRAWINGS. 6" 6 CONCRETE POOL WALL 1"X1" UNGLAZED, SLIP RESISTANT WALL TILE TARGET, CENTER ON RACING LANE MARKERS AT BOTTOM OF POOL. ELEVATION IN POOL TYPICAL TILE WALL TARGET CONTINUOUS 360' ROTATION 41 SWIM LIFT MODEL - 26010 ASPEN Y1793/4' NOTE, u i arx R DIMENSIONS VARY WITH SPECIFIC APPLICATIONS. IFICATIONS ARE NOMINAL AND ARE SUBJECT TO CHANGE. PLEASE CONTACT SPECTUM PRODUCTS FOR CUSTOM APPLICATIONS, FREEDOM LIFT DETAIL NOT TO SCALE 17 THIS PROJECT ■ I I NOTE: POOL IS TO BE CONSTRUCTED IN A NEW LA FITNESS SPORTS CLUB BUILDING 0 A mom ka CA -7390 22171 WATERSIDE DRIVE BOCA RATON, Fl, 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 F,MAII,: FAERMAN(�4,BEIA,S0UTH.NET ACF PRO.",'#� ♦E N0 Q•• �� � •► 646 M . ONAI �•°• David 1. Faerman, P.E. PE -47646 4_j U= Q) W 0 +� Z •— m Q Q) (D Z O .. L UW U W U < u0 co Z M'W, O N N Ih M :3M v t` Q o0It c 0 .0 3 . va� v� O C v v v +, t Q w 00 o � O QLU WaUO >-0 Z00=W W W p o N= W 2 Q Cf W p cr W� cj)a w= W W_ 0 OO=wwQwl—W 0x 0W opt= Uof — D O H QLUw 0 H E 0 lol uz Sheet Name: POOL LAYOUT AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: spi no Drawn By: Checked By: RJS DIF NOTE: GUTTER IS N01 PRESENT BEHIND TOP STEF GUTTER DRAIN MAXIMUM 10' SPACING (TYPICAL OF 25) PIPING PLAN VACUUM LINE NOTE: EACH MAIN DRAIN COVER IS DESIGNED TO CARRY 100 OF THE RECIRCULATION FLOW. 1 2' W48 712 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 Z 14 1-1/2" INLET FITTING (DIRECT. ADJUSTABLE) HAYWARD SP -1419D 00 25 GUTTER DRAINS PENTAIR 54-2039 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 C 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 WEL—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 o a� 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 -8004650 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 1 VACUUM HOSE RECR. SUPPLY CC -1171515 1 WALL BRUSH RECR. SUPPLY CC -302450 aD 1 SKIMMER NET RECR. SUPPLY CC -801F50 BLUE WHITE FLOWMETER CF30200 2.5" TO WASTE THROUGH 6" AIR GAP 60-240 GPM 25" UPSTREAM AND 13"DOWNSTREAM CLEARANCES "FAIIIIIII DISCHARGE TO MIN. 6"— SANITARY SEWER LINE AIR RELIEF VALVE 1" FILTER TANK DRAIN LINE AIR RELIEF VALVE--\ SITE GLASS ALVE PORT (2) PENTAIR TR -140C HIGH--/ RATE SAND FILTERS, 7.06 SF, 105.9 GPM MAX. FLOW EACH PRESSURE GAUGE 4" 2" TO WASTE LINE THROUGH 3" AIR GAP PENTAIR WHISPERFLO WFK-4 VACUUM PUMP WITH HAIR AND LINT STRAINER, 1HP 4" 5" THERMOMETER 3—WAY VALVE VACUUM GAUGE 2" VACUUM LINE 6" SUCTION FROh COLLECTOR TANK SITE GLASS 2.5" S MULTI—PORT VALVE 7 4". PRESSURE GAUGE 4" 2.5" rivAlH F'r �c jt I I,1�' BLUE WHITE FLOWMETER CF30200 40-150 GPM 20" UPSTREAM AND 10"DOWNSTREAM CLEARANCES LOCATE IMMERSION THERMISTER HOUSING AFTER FILTERS AND BEFORE HEATER BY—PASS 4" PRESSURE GAUGE 4" GF+SIGNET 50090/515 FLOWMETER 0-1,000 GPM 40" UPSTREAM AND 24" DOWNSTREAM CLEARANCES THERMOMETER PENTAIR XFK-20 RECIRCULATION PUMP WITH HAIR AND LINT STRAINER, 5 HP, 200 GPM ® 67' TDH 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 RECIRC. JUNCTION UMP #8 SOLID COPPER WIRE APPROVED CONNECTOR POOL STEEL MAT LIGHT NICHE BONDING DETAIL 1 NO SCALE CONC. DECK W/SLIP RESISTANT TOPPING ON APPROVED CONNECTORS, CLAMPS COMPACTED FILL WITH OR WELDING AT ALL JOINTS ALL ORGANIC MATERIALS REMOVED (BY OTHERS) INSIDE POOL WALL SLOPE F U—x—x—x—x— 3M ¢ Z 0 wmOf �k w Z d MIN. 3' O U MIN. #2 (NON RIDGED) CORROSION MIN. 3 RESISTANT ® 12" O.C. EACH WAY (MAX. 16" O.C. EACH WAY) SIDE TOP BONDING DETAIL N.T.S. DECK BONDING GRID MUST COMPLY WITH N.E.C. CODE (ARTICLE 680.26 (C)) 4" RETURN TO POOL (VOTE: MATERIALS USED IN HEATERS ARE NON-TOXIC AND ARE ACCEPTABLE FOR POTABLE WATER USE No ill I 011�111'1 2" 2" BLUE WHITE FLOWMETER CF30200 40-150 GPM 20" UPSTREAM AND10" DOWNSTREAM 3" CLEARANCES CHECK VALVE ." 4. LABEL - "ACID" POOL EQUIPMENT ISOMETRIC MIN. 2" X 2" SLIP RESISTANT TILE N.T.S. CHECK VALVE I 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. -LOCHINVAR ERN 202 NATURAL GAS POWERED POOL HEATERS, 199,000 BTU EACH (FLUE BY OTHERS) STENNER 45MPH10 CHEMICAL FEED PUMP. 10 GPD ELECTRICALLY INTERLOCKED WITH RECIRCULATION PUMP -CAT 4000 ORP CONTROLLER HEATER PIPING AND FITTINGS TO BE SCHEDULE 80 CPVC 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. SENSOR INSTALLED BY OTHERS MOUNTING INSTALL WELL INTO f"' FNPT SADDLE (OR THREDOLET) PER MANUFACTURER'S RECOMMENDATIONS INSTALL THE WELLS AS SHOWN TO OBTAIN 1 OPTIMUM WELL STRENGTH. 1 _ II FLOW / FLOW L\,-,--OPTION 3 OPTION 1 L ANGLE MUST NOT ALLOW END OF WELL OPTION 2 TO CONTACT THE OTHER SIDE OF PIPE. 1/2" NPT 5.13" 3.25" WELL DETAILS THERMOWELL FOR IMMERSION THERMISTOR RECESSED TREADS ARE MIN. 5" WIDE AND MIN, 10" LONG. 2 411 18" MAX. GUTTER MODIFIED STAINLESS STEEL TO BE TOP GRAB RAIL RECESSED STEP GRAB RAIL DOES DECK NOT EXTEND OVER POOL WATER------ DECK 11011 N 2 %- N WATER LEVEL 1 O„Max. F1—� I �� MIN. N u, 5 MIN. 1 ' O° Max. h O„ MIN. cv N I '-0” MAX. � MIN. POOL WALLp 1 FRONT VIEW SIDE VIEW RECESSED TREADS TO BE SLIP RESISTANT RECE55ED TREAD AND GRAB RAIL DETAIL N.T.S. k4l" ----- c, gip.•` `:,, 's r. r r d • • • N x CA -7390 22171 WATERSIDE DRIVE BOCA RATON, EI, 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: F'AERMAN(r BELLSOUTI LNET ACE PROJ1� %J .� �\ C E NYS N 46 lop 10 w; �A - NAL David I. Facrman, P.E. PE -47646 U) POOL EQUIPMENT AND DETAILS 1 4-1 170264 u7 to Sheet No.: U 0 WON RJS DIF r ZON c o M M 1/2" NPT 5.13" 3.25" WELL DETAILS THERMOWELL FOR IMMERSION THERMISTOR RECESSED TREADS ARE MIN. 5" WIDE AND MIN, 10" LONG. 2 411 18" MAX. GUTTER MODIFIED STAINLESS STEEL TO BE TOP GRAB RAIL RECESSED STEP GRAB RAIL DOES DECK NOT EXTEND OVER POOL WATER------ DECK 11011 N 2 %- N WATER LEVEL 1 O„Max. F1—� I �� MIN. N u, 5 MIN. 1 ' O° Max. h O„ MIN. cv N I '-0” MAX. � MIN. POOL WALLp 1 FRONT VIEW SIDE VIEW RECESSED TREADS TO BE SLIP RESISTANT RECE55ED TREAD AND GRAB RAIL DETAIL N.T.S. k4l" ----- c, gip.•` `:,, 's r. r r d • • • N x CA -7390 22171 WATERSIDE DRIVE BOCA RATON, EI, 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: F'AERMAN(r BELLSOUTI LNET ACE PROJ1� %J .� �\ C E NYS N 46 lop 10 w; �A - NAL David I. Facrman, P.E. PE -47646 U) POOL EQUIPMENT AND DETAILS Proj #: 4-1 170264 u7 to Sheet No.: U 0 WON RJS DIF r ZON c o M M M N 00 Q v 0 0� 3 0 C O �Q in � Z w f6 00 O» L•• M O O U M � U w O O r- 0 0 a 9 coo o ¢ C LL (n U_ O ~ < W Z Qcwi)I-wa00 >-cnwZCLC)0 m I- H 2 Z O N Q H 6 af w z a x 0 0=j� �a = Uaf Z OfU = Q w Z W O W cr tY W Q 2 H 0 H A �00��nw�U�w O U ow Qw m== U — 0 - X:>. O H U�Qwom� ti POOL EQUIPMENT AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: SP200 Drawn By: Checked By: RJS DIF 0 N O f6 � O O C 0 .Q E o a� a. `0 LL a aD N Z 0 Sheet Name: POOL EQUIPMENT AND DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: SP200 Drawn By: Checked By: RJS DIF FROM BUILDING POWER LIGHT & W.P.G.F.I. RECEPT. - RELAw POOL RECIRC. PUMP 120V ORP CONTROLLER AND CHEMICAL FEED PUMPS (20A CKT DED) STARTER (5 HP) NOTE: SEE ELECTRICAL INTERLOCK DETAIL THIS SHEET _._ _"_ POOL RECIRCULATION PUMP POOL HEATE 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 3 PIRM 4. POOL AND SPA PUMPS TO BE FED THROUGH GFCI CIRCUIT BREAKERS. 8pwAlKM ELECTRICAL DIAGRAM 3 PHASE BREAM NOTE: ALL ELECTRICAL SHALL CONFORM WITH NEC ART. 680 N.T.S. POOL/SPA PANEL LOCATION SHOWN ON LA FITNESS BUILDING PLANS PONER PANEL SEE POOL BEAM DETAIL FOR STRUCTURAL DETAILS (THIS SHEET) 37'-6" ( SEE GENERAL NOTES) PROVIDE DEPTH MARKERS I WATER LINE 37'-6" #4 @ 12" O.C.E.W. CENTERED IN 1 8" THICK FLOOR SLAB 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) ♦ 4 PVC MAIN DRAIN PIPING TO COLLECTOR TANK -� PERFORATED WELL POINT IN 6 CUBIC YARDS 3/4" CRUSHED ROCK (MINIMUM) AND HYDROSTATIC VALVE 2" MAIN DRAIN DETAIL APPROXIMATE NOT TO SCALE OUTLINE OF POOL STRUCTURE NOTE: EACH MAIN DRAIN COVER IS DESIGNED TO CARRY 1007 OF THE RECIRCULATION FLOW. 1.5" RETURN PIPE FILTER RETURN LINE RETURN DETAIL IL �3 w �0 �V) O� N ECTIONALLY ADJUSTABLE FER RETURN JET .- PIER NOT TO SCALE V.I.F. EDGE TILE PIECE IS A 1"X2" UNGLAZED, MAX. 2' DECK, NON -SLIP, IMPERVIOUS SLIP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. SLOPE 2 PERCENT AWAY DEPTH MARKER TILE BUTT DIRECTLY AGAINST IT. SEE I 6"X6" POOL DEPTH FROM POOL. MARKER TILE FINISH FLOOR I.D. DRAWINGS. 2„ 1. CONCRETE FOR POOL SHALL BE 4000 PSI. 28 DAY COMPRESSIVE STRENGTH. 0-0 2. CONCRETE FOR POOL DECK SHALL BE MINIMUM 3000 PSI. I I 3. ALL POOL AND DECK CONSTrcUCTIOV S�-IALL COMPLY WITH THE 2014 FLORIDA BU:LDING a 4 a" w 4 a Q 1X1 UNGLAZED, SLIP -RESISTANT CERAMIC TILE CODE, FIFTH EDITION TILES CUT TO EQUAL SIZE OVER THICKSET MORTAR BED OVER RECESSED 4. REINFORCING STEEL SHALL COMPLY WITH ASTM 615 GRADE 60. a a CONCRETE SLAB, SE I.D. DRAWINGS. SLOPE TO z a a a DRAIN 5. THE POOL AND DECK SHALL BEAR ONLY ON CLEAN SANDS OR ROCK. ALL ORGANIC 1"X1" UNGLAZED, SLIP -RESISTANT TILE. SEE I.D. DRAWINGS. a v ° CAST -IN-PLACE CONCRETE SLAB, SEE SOILS OR MARLS ENCOUNTERED ON EXCAVATION, SHALL BE REMOVED IN THEIR m STRUCTURAL DRAWINGS ENTIRETY AND BACK FILLED WITH ROCK 1500 PSF BEARING CAPACITY IS REQUIRED. PROVIDE 1"X1" BULLNOSE TRIM AT ALL 90 DEG. -""'6. OWNER AND CONTRACTOR SHALL VERIFY POOL LAYOUT AND ALL DIMENSIONS. OUTSIDE CORNERS, TYP. SEE I.D. DRAWINGS. ° ° CONTINUOUS KEYWAY, SEE STRUCTURAL NOTIFY ENGINEER OF ANY CHANGES AND OBTAIN REVISED PLANS FOR CHANGES. R a ? DRAWINGS 7. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. TCH 1^ 4-1/8" ° ° 8. NO OVERHEAD WIRING WITHIN 10 FEET HORIZONTAL OF POOL WALL OR DECK R Tp � �� APPURTENANCES. TCH GUTTER INLET 0-9 B.F.F. 4 1 9. ELECTRICAL EQUIPMENT, WIRING, AND INSTALLATION SHALL CONFORM WITH THE 2011 CONTINUOUS POOL GUTTER. FINISH ALL INSIDE II ° ° ° 2 #4 CONTINUOUS EDITION OF THE NATIONAL ELECTRIC CODE, THE NATIONAL FIRE PROTECTION SURFACES OF GUTTER WITH GLAZED TILE, SEE I.D. aD ° c DRAWINGS. COORDINATE INSTALLATION IN FIELD TO =� I Z ASSOCIATION AND SHALL COMPLY WITH APPLICABLE LOCAL CODES. USE WHOLE TILES. 1 co 10. THE HEIGHT OF RAILING ON THE LADDER ABOVE DECK SHALL BE PER 4' X 1.25"X 6" PRECAST CONCRETE cO°. #7 REBAR MANUFACTURERS SPECIFICATIONS, (3 RUNG TYPE) N - PORTLAND CEMENT 11. ALL P.V.C. PIPE AND FITTINGS SHALL BE SCHEDULE 80 AND BE IMPRINTED WITH °., 4-7/8" THE MANUFACTURER'S NAME AND THE NSF -PW LOGO.(COLLAPSE RATINGS SHALL BE IN NOTES: EXCESS OF THE EXTERNAL PRESSURES ON THE iNSTALLED PIPE 90 DEGREE FITTINGS _ ° 1. DIMENSIONS SHOWN ARE TO FINISH FACE OF ) c0 _ a ° #4 CONTINUOUS CENTERLINE OF TILE AND EQUIPMENT UNLESS ARE NOT PERMITTED ON SUCTION PIPING MORE THAN 2.0' BELOW GRADE. PVC PIPE I ° • a ° NOTED OTHERWISE. EXPOSED TO SUN LIGHT SHALL BE COATED FOR U.V. PROTECTION. NOTE: GUTTER DRAINS AND GUTTER SHALL ° ° ° a ° 2. DIMENSIONS AT POOL GUTTER ARE BASED UPON BE LEVEL AROUND POOL. GUTTER PIPING ° ° ACTUAL TILE SIZE INFORMATION PROVIDED BY 12. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE FROM POOL TO COLLECTOR TANK OR FILTER° ° MANUFACTURER. COORDINATE ALL FINAL VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND TANK SHALL HAVE CONTINUOUS SLOPE. ° ° DIMENSIONS IN FIELD TO USE COMPLETE TILES. SURFACE OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR GUTTER LIP SHALL HAVE A + OR - 76" 4 a ° ° 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, PROPORTIONAL FLOW. TOLERANCE FROM LEVEL." ° 4 AND ACCESSORIES REQUIRED FOR TILE LAYOUT °1-�1/4 / AS SHOWN. 13. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE ° ° I. ° ° CLEVIS HANGERS 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, MANUFACTURER. ° ° AND POOL SUBCONTRACTOR SHALL COORDINATE 14. FLOORS OF SANITARY FACILITIES ARE TO BE CONSTRUCTED OF CONCRETE OR OTHER 4 I #4 CONTINUOUS INSTALLATION OF ALL TILE PRODUCTS. ALL IMPERVIOUS MATERIAL AND HAVE A SMOOTH SLIP RESISTANT SURFACE. A HOSE POOL FINISH (LIGHT IN COLOR) ° ° TILE SHALL HAVE A CONSISTENT INSTALLATION BIBB WITH A VACUUM BREAKER MUST BE PROVIDED WITHIN EACH FACILITY. (SLOPE ° ° ) APPEARANCE REGARDLESS OF WHO PERFORMS TILE MUST BE PRE -APPROVED PRIOR ° I \4<, ALL, OR A PORTION OF, THE WORK. FLOOR FOR POSITIVE DRAINAGE TO DRAIN°#4 BENT AT a 12" O.C. I NCHOR WEDGE 1-1/2" I.P.S. I AESCUTCHEON ° a O :��_#4 CONTINUOUS ° ° GROUND ° p e > .. n POOL WALL D e •D A. . s. ° . CHEMICAL FEEDER INTERLOCK DETAIL (NOT PART OF EMS SYSTEM) POOL BEAM SECTION io I NOT TO SCALE a, NEMA I 'MY MTS, PUMP SNITCH AW WEDGE OR EM�DEL 9611. MOM THIS ALLOWS 00MR=M 10 REMAIN ON BUT ENSURER F®ER NN.L NOT PWM MIEN PUMP IS W. fl MEW FLOW SNITCH FFMQM1LY FANS -OII'. ANCHOR D E TA I L GENERAL NOTES 75'-0" 1' :10' MAX. SLOPE TOWARDS MAIN DRAIN ACTUAL SLOPE IS V: 37'-6" CHEMICAI CONTROL STARIM MECHANICAL OR VM wATER WATERFLOW - MAIN DRAIN POOL CHEMICAL FEEDER INTERLOCK DETAIL NO SCALE WATER LINE LONGITUDINAL POOL SECTION STATIC WATER 15. 3 #12'S in 1/2" C IGNITION SWI POOL HEATS SEE NOTE 2 VACUUM PUMP 3 12'S in 1/2" C IGNITION SWM DISCONNECT J 2 VACUUM PUMP 3 #12'S 1/2-C THAN 3" FROM THE SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT THAT POOL LIGHT SWITCH WATER LEVEL-/ 3 #12'S1/2"C (61 POOL LIGHT JUNCTION BOXES TO SERVICE 12 MINIMUM ABOVE COPING PANEL W.P. (6) 12 VOLT 3 #12,S 1/2"C (6) 40 WATT POOL LIGHTS PANEL TRANSFORMER ! W/ LOW WATER CUT-OFF 4X(100 WATT) DEVICE MIN. 18" BELOW •- POOL WATER LINE, AUX. CONTACTS FEED SPA CHEMICAL PUMPS + PROVISIONS SHALL BE MADE FOR THE STORAGE OF CHEMICALS UNDER ROOF AND SPA RECIRC. PUMP 120V ORP CONTROLLER AND CHEMICAL FEED PUMPS (20A CKT DED) DISCONNECTNOTE: SEE ELECTRICAL INTERLOCK DETAIL THIS SHEET 1SPA RECIRCULATION PUMP 3 #12'S 1/2"C SHALLOW END, SLOPE BREAK, DEEP END WALL AND DEEP POINT WITH A MAXIMUM SEE NOTE 1 .P. 15 MINUTE TIMER SWITCH Q THERAPY PUMP 3 #12'S 1/2"C OF THE DECK WITHIN 2 FEET OF THE POOL WATER (OR ON BACK OF CURB) FT. SPA THERAPY PUMP AND IN. MARKINGS SHALL BE PROVIDED FOR DEPTH MARKINGS AND SHALL BE A DISCONNECT MINIMUM OF 4" HIGH. EMERGENCY SPA SHUT-OFF SWITCH THE FILTER ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS OR FOR THE 0 c SPA LIGHT JUNCTION BOX SPA LIGHT SWITCH 12" MINIMUM ABOVE COPING 3 #12'S 1/2"C PROVIDE A MINIMUM OF 30 FOOT CANDLES OF ILLUMINATION AT THE FLOOR LEVEL 12 VOLT TRANSFORMER/ 3 #12'S 1/2"C 1-18 WATTLED SPA LIGHT ( 100 WATT) t W/ LOW WATER CUT-OFF __0 ' DEVICE MIN. 18" BELOW SPA HEATER WATER LINE. 3 #12'S in 1/2" C L IGNITION SWITCH (2) ONE PIECE POLES MINIMUM 16' IN LENGTH, TWO (2) 18" LIFE RINGS EACH WITH A 50' 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 3 PIRM 4. POOL AND SPA PUMPS TO BE FED THROUGH GFCI CIRCUIT BREAKERS. 8pwAlKM ELECTRICAL DIAGRAM 3 PHASE BREAM NOTE: ALL ELECTRICAL SHALL CONFORM WITH NEC ART. 680 N.T.S. POOL/SPA PANEL LOCATION SHOWN ON LA FITNESS BUILDING PLANS PONER PANEL SEE POOL BEAM DETAIL FOR STRUCTURAL DETAILS (THIS SHEET) 37'-6" ( SEE GENERAL NOTES) PROVIDE DEPTH MARKERS I WATER LINE 37'-6" #4 @ 12" O.C.E.W. CENTERED IN 1 8" THICK FLOOR SLAB 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) ♦ 4 PVC MAIN DRAIN PIPING TO COLLECTOR TANK -� PERFORATED WELL POINT IN 6 CUBIC YARDS 3/4" CRUSHED ROCK (MINIMUM) AND HYDROSTATIC VALVE 2" MAIN DRAIN DETAIL APPROXIMATE NOT TO SCALE OUTLINE OF POOL STRUCTURE NOTE: EACH MAIN DRAIN COVER IS DESIGNED TO CARRY 1007 OF THE RECIRCULATION FLOW. 1.5" RETURN PIPE FILTER RETURN LINE RETURN DETAIL IL �3 w �0 �V) O� N ECTIONALLY ADJUSTABLE FER RETURN JET .- PIER NOT TO SCALE V.I.F. EDGE TILE PIECE IS A 1"X2" UNGLAZED, MAX. 2' DECK, NON -SLIP, IMPERVIOUS SLIP -RESISTANT, RADIUSED POOL NOSING EDGE TRIM. SLOPE 2 PERCENT AWAY DEPTH MARKER TILE BUTT DIRECTLY AGAINST IT. SEE I 6"X6" POOL DEPTH FROM POOL. MARKER TILE FINISH FLOOR I.D. DRAWINGS. 2„ 1. CONCRETE FOR POOL SHALL BE 4000 PSI. 28 DAY COMPRESSIVE STRENGTH. 0-0 2. CONCRETE FOR POOL DECK SHALL BE MINIMUM 3000 PSI. I I 3. ALL POOL AND DECK CONSTrcUCTIOV S�-IALL COMPLY WITH THE 2014 FLORIDA BU:LDING a 4 a" w 4 a Q 1X1 UNGLAZED, SLIP -RESISTANT CERAMIC TILE CODE, FIFTH EDITION TILES CUT TO EQUAL SIZE OVER THICKSET MORTAR BED OVER RECESSED 4. REINFORCING STEEL SHALL COMPLY WITH ASTM 615 GRADE 60. a a CONCRETE SLAB, SE I.D. DRAWINGS. SLOPE TO z a a a DRAIN 5. THE POOL AND DECK SHALL BEAR ONLY ON CLEAN SANDS OR ROCK. ALL ORGANIC 1"X1" UNGLAZED, SLIP -RESISTANT TILE. SEE I.D. DRAWINGS. a v ° CAST -IN-PLACE CONCRETE SLAB, SEE SOILS OR MARLS ENCOUNTERED ON EXCAVATION, SHALL BE REMOVED IN THEIR m STRUCTURAL DRAWINGS ENTIRETY AND BACK FILLED WITH ROCK 1500 PSF BEARING CAPACITY IS REQUIRED. PROVIDE 1"X1" BULLNOSE TRIM AT ALL 90 DEG. -""'6. OWNER AND CONTRACTOR SHALL VERIFY POOL LAYOUT AND ALL DIMENSIONS. OUTSIDE CORNERS, TYP. SEE I.D. DRAWINGS. ° ° CONTINUOUS KEYWAY, SEE STRUCTURAL NOTIFY ENGINEER OF ANY CHANGES AND OBTAIN REVISED PLANS FOR CHANGES. R a ? DRAWINGS 7. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. TCH 1^ 4-1/8" ° ° 8. NO OVERHEAD WIRING WITHIN 10 FEET HORIZONTAL OF POOL WALL OR DECK R Tp � �� APPURTENANCES. TCH GUTTER INLET 0-9 B.F.F. 4 1 9. ELECTRICAL EQUIPMENT, WIRING, AND INSTALLATION SHALL CONFORM WITH THE 2011 CONTINUOUS POOL GUTTER. FINISH ALL INSIDE II ° ° ° 2 #4 CONTINUOUS EDITION OF THE NATIONAL ELECTRIC CODE, THE NATIONAL FIRE PROTECTION SURFACES OF GUTTER WITH GLAZED TILE, SEE I.D. aD ° c DRAWINGS. COORDINATE INSTALLATION IN FIELD TO =� I Z ASSOCIATION AND SHALL COMPLY WITH APPLICABLE LOCAL CODES. USE WHOLE TILES. 1 co 10. THE HEIGHT OF RAILING ON THE LADDER ABOVE DECK SHALL BE PER 4' X 1.25"X 6" PRECAST CONCRETE cO°. #7 REBAR MANUFACTURERS SPECIFICATIONS, (3 RUNG TYPE) N - PORTLAND CEMENT 11. ALL P.V.C. PIPE AND FITTINGS SHALL BE SCHEDULE 80 AND BE IMPRINTED WITH °., 4-7/8" THE MANUFACTURER'S NAME AND THE NSF -PW LOGO.(COLLAPSE RATINGS SHALL BE IN NOTES: EXCESS OF THE EXTERNAL PRESSURES ON THE iNSTALLED PIPE 90 DEGREE FITTINGS _ ° 1. DIMENSIONS SHOWN ARE TO FINISH FACE OF ) c0 _ a ° #4 CONTINUOUS CENTERLINE OF TILE AND EQUIPMENT UNLESS ARE NOT PERMITTED ON SUCTION PIPING MORE THAN 2.0' BELOW GRADE. PVC PIPE I ° • a ° NOTED OTHERWISE. EXPOSED TO SUN LIGHT SHALL BE COATED FOR U.V. PROTECTION. NOTE: GUTTER DRAINS AND GUTTER SHALL ° ° ° a ° 2. DIMENSIONS AT POOL GUTTER ARE BASED UPON BE LEVEL AROUND POOL. GUTTER PIPING ° ° ACTUAL TILE SIZE INFORMATION PROVIDED BY 12. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE FROM POOL TO COLLECTOR TANK OR FILTER° ° MANUFACTURER. COORDINATE ALL FINAL VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND TANK SHALL HAVE CONTINUOUS SLOPE. ° ° DIMENSIONS IN FIELD TO USE COMPLETE TILES. SURFACE OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR GUTTER LIP SHALL HAVE A + OR - 76" 4 a ° ° 3. PROVIDE ALL REQUIRED TILE TRIM, PROFILES, PROPORTIONAL FLOW. TOLERANCE FROM LEVEL." ° 4 AND ACCESSORIES REQUIRED FOR TILE LAYOUT °1-�1/4 / AS SHOWN. 13. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE ° ° I. ° ° CLEVIS HANGERS 4. GENERAL CONTRACTOR, TILE SUBCONTRACTOR, MANUFACTURER. ° ° AND POOL SUBCONTRACTOR SHALL COORDINATE 14. FLOORS OF SANITARY FACILITIES ARE TO BE CONSTRUCTED OF CONCRETE OR OTHER 4 I #4 CONTINUOUS INSTALLATION OF ALL TILE PRODUCTS. ALL IMPERVIOUS MATERIAL AND HAVE A SMOOTH SLIP RESISTANT SURFACE. A HOSE POOL FINISH (LIGHT IN COLOR) ° ° TILE SHALL HAVE A CONSISTENT INSTALLATION BIBB WITH A VACUUM BREAKER MUST BE PROVIDED WITHIN EACH FACILITY. (SLOPE ° ° ) APPEARANCE REGARDLESS OF WHO PERFORMS TILE MUST BE PRE -APPROVED PRIOR ° I \4<, ALL, OR A PORTION OF, THE WORK. FLOOR FOR POSITIVE DRAINAGE TO DRAIN°#4 BENT AT a 12" O.C. I NCHOR WEDGE 1-1/2" I.P.S. I AESCUTCHEON ° a O :��_#4 CONTINUOUS ° ° GROUND ° p e > .. n POOL WALL D e •D A. . s. ° . CHEMICAL FEEDER INTERLOCK DETAIL (NOT PART OF EMS SYSTEM) POOL BEAM SECTION io I NOT TO SCALE a, NEMA I 'MY MTS, PUMP SNITCH AW WEDGE OR EM�DEL 9611. MOM THIS ALLOWS 00MR=M 10 REMAIN ON BUT ENSURER F®ER NN.L NOT PWM MIEN PUMP IS W. fl MEW FLOW SNITCH FFMQM1LY FANS -OII'. ANCHOR D E TA I L GENERAL NOTES 75'-0" 1' :10' MAX. SLOPE TOWARDS MAIN DRAIN ACTUAL SLOPE IS V: 37'-6" CHEMICAI CONTROL STARIM MECHANICAL OR VM wATER WATERFLOW - MAIN DRAIN POOL CHEMICAL FEEDER INTERLOCK DETAIL NO SCALE WATER LINE LONGITUDINAL POOL SECTION EXISTING FDN. DETAIL 37'-6" DIAMOND BRITE FINISH N.T.S. ( SEE GENERAL NOTES) PROVIDE DEPTH MARKERS 10 r11n � w POOL WALL STEEL ¢ '.4 2 3 3/4" NON-METALIC CO 2 00 -j TO JUNCTION BOX WW O' A. - _j !!! �LLJ 0]J 4 .' LIGHT BODY (A. BOND WIRE TO POOL STEEL A , 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 PORTTI OF THE POOL DECK SHOWING DIREC11ON 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 THI POOL WATERS EDGE. 'UUM PIPE WITH SPRING kDED 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 0) REFERENCE AND IS NOT PART OF THESE POOL PLANS w � X INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM TO WITHIN 1/2" IN WIDTH AND HEIGHT w w U :)o 11 Oa) 1n 0; U CONC. NOT TO SCALE STAINLESS STEEL HANDRAIL TOP STEP MIN. 2' LONG X 10" WIDE METHOD OF WASTE DISPOSAL: SANITARY SEWER HYDRAULIC SOLENOID VALVE W/MANUAL FILL STATIC WATER 15. LEVEL �--' CONSTRUCTED OF A NONABSORBENT MATERIAL FOR THE FIRST 15 FEET OF THE o_ J Ll: O U_ z_ THAN 3" FROM THE SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT THAT Q: ti - - a w N WATER LEVEL-/ 0- CONTROL M o 18. THE UPPER PART OF THE POOL WALLS (FIRST 5 FEET) SHALL BE WITHIN \ ¢ U - EXISTING FDN. DETAIL 37'-6" DIAMOND BRITE FINISH N.T.S. ( SEE GENERAL NOTES) PROVIDE DEPTH MARKERS 10 r11n � w POOL WALL STEEL ¢ '.4 2 3 3/4" NON-METALIC CO 2 00 -j TO JUNCTION BOX WW O' A. - _j !!! �LLJ 0]J 4 .' LIGHT BODY (A. BOND WIRE TO POOL STEEL A , 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 PORTTI OF THE POOL DECK SHOWING DIREC11ON 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 THI POOL WATERS EDGE. 'UUM PIPE WITH SPRING kDED 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 0) REFERENCE AND IS NOT PART OF THESE POOL PLANS w � X INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM TO WITHIN 1/2" IN WIDTH AND HEIGHT w w U :)o 11 Oa) 1n 0; U CONC. NOT TO SCALE STAINLESS STEEL HANDRAIL TOP STEP MIN. 2' LONG X 10" WIDE METHOD OF WASTE DISPOSAL: SANITARY SEWER HYDRAULIC SOLENOID VALVE W/MANUAL FILL "N \- WEDGE ANCHOR SLIP RESISTANT FINISH ON TREADS BOTTOM STEP RISER HIEGHT VARIES FROM 5.5" TO 8.5" STEP DETAIL AI T 0 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. CON D STATIC WATER 15. LEVEL �--' CONSTRUCTED OF A NONABSORBENT MATERIAL FOR THE FIRST 15 FEET OF THE z J Ll: O THE DEPTH AT THE DEEPEST POINT / MAIN DRAIN GRATE SHALL NOT DEVIATE MORE z_ THAN 3" FROM THE SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT THAT Q: ti - - a w N WATER LEVEL-/ 0- CONTROL ALJ FINISH. 18. THE UPPER PART OF THE POOL WALLS (FIRST 5 FEET) SHALL BE WITHIN 2" EQUALIZER N M LINE "N \- WEDGE ANCHOR SLIP RESISTANT FINISH ON TREADS BOTTOM STEP RISER HIEGHT VARIES FROM 5.5" TO 8.5" STEP DETAIL AI T 0 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. CON D TO INSTALLATION) 15. WALKWAYS BETWEEN THE POOL AND THE SANITARY FACILITIES ARE TO BE �--' CONSTRUCTED OF A NONABSORBENT MATERIAL FOR THE FIRST 15 FEET OF THE U') (a WALKWAY AND SHALL HAVE A SLIP RESISTANT FINISH. 16. THE DEPTH AT THE DEEPEST POINT / MAIN DRAIN GRATE SHALL NOT DEVIATE MORE W M(0 THAN 3" FROM THE SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT THAT DIF LOCATION. 17. THE POOL SHALL BE LIGHT IN COLOR WITH A SMOOTH, NON TOXIC SLIP RESISTANT ALJ FINISH. 18. THE UPPER PART OF THE POOL WALLS (FIRST 5 FEET) SHALL BE WITHIN 5 DEGREES OF VERTICAL FOR AT LEAST 2'-6". OVER 5 FEET OF DEPTH WITHIN 5 N M DEGREES OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL DEPTH MINUS •- 2'-6" AND THE RADIUS JOINING THESE UPPER SECTIONS TO THE FLOOR SHALL NOT c gr EXCEED 2'-6". 19. PROVISIONS SHALL BE MADE FOR THE STORAGE OF CHEMICALS UNDER ROOF AND Q 'o+� 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 t00 SHALLOW END, SLOPE BREAK, DEEP END WALL AND DEEP POINT WITH A MAXIMUM 0 PERIMETER DISTANCE BETWEEN DEPTH MARKINGS OF 25 FEET. LOCATE AT OR Q ABOVE THE WATER LEVEL ON THE INSIDE WALL OF THE POOL AND AT THE EDGE 3 v � 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 0 c STORAGE OF OTHER ITEMS TO THE EXTENT THAT THE FILTER ROOM IS IMPAIRED FOR ai INSPECTION OR OPERATION OF THE FILTER SYSTEM AND SHALL BE LIGHTED TO v v 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. __0 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' 00 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 M 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 M 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 cf) UNFENCED POOL). 3. SHOWER BEFORE ENTERING POOL. 4. BATHING LOAD 40 PERSONS. 0 5. POOL HOURS: OPEN TO CLOSE. 6. NO DIVING ALLOWED. 0 7. POOLS WITH HEATERS SHALL HAVE A MAXIMUM TEMPERATURE OF 104 DEGREES FAHRENHEIT. t 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 6" MAIN DRAIN MIN. 3" AIR GAP -SHUT-OFF VALVE la�J -6" MAIN 04 DRAIN - 6" PERIMETER C OVERFLOW 6" TANK 9" SUCTION LINE 6" PERIMETER OVERFLOW I L- - - 1" TYPE L COPPER POTABLE WATER SUPPLY 2" TANK OVERFLOW W/ CHECK VALVE 6" TANK SUCTION LINE ELEVATION "B" ELEVATION "A" 200 GALLON CAPACITY COLLECTOR TANK DETAILS NOT TO SCALE inn ems", • O ♦Y R 'Y Y R Y Y CA -7390 22171 WATERSIDE DRIVE HOCA RATON, Fl, 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMAN(a�BELLSOUTH.NET ACE PROJ,r,��. ),'; : QP,•' �CENS'�9L; • N0.47646 � • r r = David 1. Faerman, P.E. PF; -47646 U_ J 0 0 ��� Q w H w U 0 azo , m� w0z0(n r`UF-hofof 2 O- o� p W_ w z w w 0 =¢wz-z of wowaf af w w < . n ro (-of C- w H 5� U 00 IT w U z: M>. 0 1=- cn p�Ill w0§= r• POOL DETAILS AND NOTES Proj #: �--' 170264 U') (a Sheet No.: U 0 W M(0 RJS DIF Z ALJ _o O CV N M •- m c gr N M Q 'o+� t00 0 Q » 3 v � 0 c ai o v v __0 W z W 00 O •• M M 0 cf) W 0 r 0 a t N c 0 U_ J 0 0 ��� Q w H w U 0 azo , m� w0z0(n r`UF-hofof 2 O- o� p W_ w z w w 0 =¢wz-z of wowaf af w w < . n ro (-of C- w H 5� U 00 IT w U z: M>. 0 1=- cn p�Ill w0§= r• POOL DETAILS AND NOTES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: SP3,0 Drawn By: Checked By: RJS DIF Cl N ai o M 0 c 0 .n E p w o_ 0 U - a) z 0 Sheet Name: POOL DETAILS AND NOTES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: SP3,0 Drawn By: Checked By: RJS DIF C PROVIDE LARGE POTTED PLANT WITH 18" DIAMETER X 4' HIGH POT TO BLOCK ACCESS TO DECK AREA LESS THAN 4' WIDE. SECURE POT TO POOL DECK. 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. PROVIDE RECESSED WALL HYDRANT WITH VACUUM BREAKER SPA COLLECTOR TANK 0 I I I I I I nn ll I I l ) I I I I 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 I I SEE POOL PLAN FOR ADA LIFT FOUNDATION DETAILS PROVIDE LARGE POTTED PLANT WITH 18" I I DIAMETER X 4' HIGH POT TO BLOCK ACCESS I I TO DECK AREA LESS THAN 4' WIDE. SECURE POT TO POOL DECK. j I AN 80 DECIBEL AUDIBLE ALARM NEAR THE SPA MUST I I SOUND CONTINUOUSLY UNTIL DEACTIVATED WHEN THE I I FF SWITCH IS ACTIVATED A SIGN MUST SPA CUTO I SPA HYDRAULIC DATA SIZE BE POSTED VISIBLE BY THE SPA WHICH READS I I ) I FLOW RATE FEET OF SPA 2" "ALARM INDICATES SPA PUMPS OFF. DO NOT USE ,' I 70 G.P.M. DECK 2% F.P.S. SPA WHEN ALARM SOUNDS UNTIL ADVISED OTHERWISE"I ,� MAIN DRAIN AWAY FROM 2.11 ---------------- --------------- ,/ 2" SPA OR 42 G.P.M. 77, --------------------------------- ,� F.P.S. TOWARD DECK JET LINE SPA TOP STEP MINIMUM 10" 5.21 DRAINS AS STS 30N-02 PROVIDE MINIMUM WIDE AND MINIMUM 12" LONG 2 PER HEALTH HAYWARD OF 4' OF DECK 350 SF TOTAL DEPARTMENT STRAINER BEHIND HANDRAIL CODE 2 GAUGES 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. a 2" SKIMMER LINE SLIP RESISTANT TILE DEPTH MARKER AND NO DIVING SYMBOL (TYP) WITHIN 2 FEET OF WATERS EDGE. SEE SPA WALL TILE DETAIL. RETURN INLETS TOTAL OF 4 (20' MAXIMUM SPACING) VGBA APPROVED 12" X 12" MAIN DRAIN WITH TAMPER PROOF SCREW FASTENED FRAME AND GRATE. VELOCITY THROUGH GRATE = 0.75 FPS SPA PLAN NOTE: RETURN IS REQUIRED DIRECTLY ACROSS FROM SKIMMER AS SHOWN REAR LEFT N RIGHT FRONT SCALE: 3/8" = 1'-0" ------ ----------------- --------�\ �1 1 I I I I f I I I I I J PIPING PLAN POOL LIFT NOTE: PROVIDE HANDICAPPED ACCESS VIA STAINLESS STEEL SPECTRUM AQUATICS MODEL 26010 ASPEN WITH ANCHOR (BATTERY POWERED LIFT) LIGHTING TO COMPLY WITH NEC 2011 EDITION. NO LIGHT FIXTURES SHALL BE LOCATED OVER THE POOL WATER SURFACE. METHOD OF WASTE DISPOSAL: SANITARY SEWER SCALE: 3/8" = 1'-0" 2" EQUALIZER LINE RETURN 3" JET LINE 8 THERAPY JETS COT 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. ACID AND ------------\ 7 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 RECIRC. PUMP #8 SOLID COPPER WIRE POOL STEEL 5' OF SPA MAT METAL "STOREFRONT" WITHIN S/S LADDER AND/OR HANDRAIL BONDING DETAIL 1 NO SCALE EQUIPMENT ROOM LAYOUT POOL HEATERS STACKED PER MANI IFACTI IRFR'C SCALE: 3/8" = 1'-0" APPROVED CONNECTORS, CLAMPS OR WELDING AT ALL JOINTS. MIN. 3' TOP INSIDE POOL WALL 24" MIN. CLEARANCE REAR LEFT N RIGHT FRONT CONIC DECK W/ SLIP RESISTANT TOPPING ON COMPACTED FILL WITH ALL ORGANIC MATERIALS REMOVED ( BY OTHERS) SLOPE -i -x -x x x - 1 - MIN. # 2 (NON RIDGED) CORROSION RESISTANT 12" O.C. EACH WAY (MAX. 16" O.C. EACH WAY) SIDE BONDING DETAIL N. 7S. DECK BONDING GRID MUST COMPLY WITH N.E.C. CODE (ARTICLE 680.26 (C)) THIS PROJECT 1 1 1 1 1 1 1 1 1 _I 1 1 1 1 1 1 1 1 1 1 /T\ /T\ I1 1 . 1 1 1 1 rTTTTM 1 1 1 1 1 1 1 1 1 1 1 NOTE: SPA IS TO BE CONSTRUCTED IN A NEW LA FITNESS SPORTS CLUB BUILDING 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 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 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. 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. \� •v r r . r r r e e CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMAN(ai)BELLSOUTH.NET ACE PROJFiG 1�7C_11,4Jc ' r r 0. 6 O Sj0�AL ENpe,. David I. Nrman, P.E. PE -47646 V) SPA E UIPMENT SCHEDULE DATA -�-' 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 WK -12 3 HP, 120 G.P.M. AT 60- TDH 2 FEEDER STENNER 45M5 50 GPD 2 CHEMICAL STORAGE CONTAINER STENNER STS 30N-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 MIN. 2" DIAMETER FACE (0-60 PSI) 1 FLOW METER BLUEWHITE CF30200P 40-150 G.P.M. 1 STATIC FITTING HAYWARD SP -1026 1 TEST KIT TAYLOR 2005 o;, 4 1-1/2" INLET FITTING (DIRECT. ADJUSTABLE) HAYWARD SP -1419D 1 SKIMMER HAYWARD SP-10712FVE 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 r ) V / 1 SPA HEATER (DO NOT SUBSTITUTE) LOCHINVAR ERN202 199,999 BTU I ORP CONTROLLER (DO NOT SUBSTITUTE) CAT 4000 W/ pH AND ORP SENSING PROBES AND MILLIVOLT SCALES 1 WALL MOUNTED CLOCK coV 1 COLLECTOR TANK VAK PAK CT 200 MINIMUM 200 GALLONS SEE DETAILS 1 15 MINUTE TIMER O FOR SPA JETS 180 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 \� •v r r . r r r e e CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FL 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 EMAIL: FAERMAN(ai)BELLSOUTH.NET ACE PROJFiG 1�7C_11,4Jc ' r r 0. 6 O Sj0�AL ENpe,. David I. Nrman, P.E. PE -47646 V) SPA LAYOUT Proj #: Issue Date: -�-' 09-01-2017 in co SP400 U Checked By: WON DIF 0 w (0Z w ON M 4_jz M D > �n 00 N N 3 v � N O 0 C o;, VJ O K L Q (n �p ;3; w W OD 0 O O N N Uw M r ) V / u7 W o n v O O c coV o Cn o��oo ¢�zaa�ul �Of m�=woz�Cnz r wo fL x w Z w w o (g= arfC_ ww 6< w�z�wo�} Z �QS� aw,w8 O0 Of= w U w m�_ ��'a 0E- c�oWo2tz r` SPA LAYOUT Proj #: Issue Date: 170264 09-01-2017 Sheet No.: SP400 Drawn By: Checked By: RJS DIF 0 N N O �p ;3; O O c O Q U V/ aD a `o U_ N Z 0 Sheet Name: SPA LAYOUT Proj #: Issue Date: 170264 09-01-2017 Sheet No.: SP400 Drawn By: Checked By: RJS DIF SWIM LIFT MODEL - 26010 ASPEN 40 6` ANCHOR NOTE: JL I MMUN Ol DIMENSIONS VARY WITH SPECIFIC APPLICATIONS, SPECIFICATIONS ARE NOMINAL AND ARE SUBJECT TO CHANGE, PLEASE CONTACT SPECTUM PRODUCTS FOR CUSTOM APPLICATIONS, FIELD VERIFY 35" x a= MI I O N .t• 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" SECTION OF TILE IS ON THE RISER. BULLNOSE TILE TO BE SLIP RESISTANT I LILT I I\LJ I TO SERVICE PANEL 4 FROM BUILDING POWER LIGHT & W.P.G.F.I. RECEPT. AUX. 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 —1J WHEN POOL RECIRCULATION PUMP LOSES POWER. (5HP) 3 #8'S 1 "C POOL RECIRCULATION PUMP POOL HEATER EXACT LAYOUT OF POOL EQUIPMEIN'T 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 SEE NOTE 2 VACUUM PUMP 3 #12'S in 1/2" C LJ IGNITION SWITCHES POTABLE WATER USE. DISCONNECT MAXIMUM POOL WATER TEMPERATURE 104 DEGREES 2 VACUUM PUMP 3 #12' S 1/2"C POOL LIGHT SWITCH (6� POOL LIGHT JUNCTION BOXES 12' MINIMUM ABOVE COPING EXTEND sPour MIN. (6) 12 VOLT 6" ABOVE W.P. / (6) 40 WATT POOL LIGHTS CONCRETE FLOOR PANEL TRANSFORMER i W/ LOW WATER CUT-OFF 4X ( 300 WATT) DEVICE MIN. 18" BELOW POOL WATER LINE. AUX. CONTACTS FEED SPA CHEMICAL PUMPS 6" WASTE TO BUILDING SANITARY SEWER PIPING THRU 3" AIR GAP 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's 1/2"C SPA RECIRCULATION PUMP SEE NOTE 1 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 12 VOLT TRANSFORMER / 1-18 WATT LED SPA LIGHT ( 100 WATT D! W/ LOW WATER CUT-OFF DEVICE MIN. 18" BELOW 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 TANK 3 #1 2'S in 1/2" C SPA HEATER IGNITION SWITCH WATER LINE. 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. 12" X 12" X 18" MAIN DRAIN WITH VGBA APPROVED GRATE SECURED WITH TAMPER PROOF SCREWS (LAWSN MLD -SG -1212 OR ELECTRICAL DIAGRAM EQUAL SAFETY LOCKING FRAME AND GRATE OPEN AREA 81 3 SQUARE INCHES) (MAXIMUM NOTE: ALL ELECTRICAL SHALL CONFORM WITH NEC ART. 680 POOL/SPA PANEL LOCATION SHOWN ON LA FITNESS BUILDING PLANS TOP STEP IS MINIMUM 10" WIDE AND 12" LONG 12'-0" WATERPROOF DIAMOND- JET BRITE FINISH 7 6" GLAZED TILE - . . SPA SECTION GENERAL NOTES: HYDROSTATIC RELIEF VALVE NOT REQUIRED NOT TO SCALE 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. 6" THICK CONCRETE FLOOR SLAB REINFORCED WITH #4 BARS AT 12" O.C. EACH WAY. STATIC WATEF LEVEL if WATER LEVE CONTROL 6" MAIN DRAIN HYDRAULIC SOLENOID VALVE W/MANUAL FILL MIN. 3" AIR GAP fF VALVE N.T.S. VELOCITY NOT TO EXCEED 1.5 FT PER SECOND) 2- SKIMMER-/ 2-1i,A C 2" SUCTION - FRO OLLECTOR UCTION-FROOLLECTOR 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. SPA EQUIPMENT ISOMETRIC 3 DIMENSIONAL Z p --�- 1'-6" 6" THICK CONCRETE WALL REINFORCED WITH #4 BARS AT : w a = w o I 12" O.C. EACH WAY U o W O RJS —�� i�w� z ►'�w< (N ZOD N a ................. Id =T 3 3 Q a INLET it • 3. i• • 11 1' 7 1 > v,l\ SLOPE FLOOR 1" FROM WALL TO MAIN DRAIN (MINIMUM 1:40, MAXIMUM 1:10 SLOPE) A v ° SPA SECTION GENERAL NOTES: HYDROSTATIC RELIEF VALVE NOT REQUIRED NOT TO SCALE 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. 6" THICK CONCRETE FLOOR SLAB REINFORCED WITH #4 BARS AT 12" O.C. EACH WAY. STATIC WATEF LEVEL if WATER LEVE CONTROL 6" MAIN DRAIN HYDRAULIC SOLENOID VALVE W/MANUAL FILL MIN. 3" AIR GAP fF VALVE N.T.S. VELOCITY NOT TO EXCEED 1.5 FT PER SECOND) 2- SKIMMER-/ 2-1i,A C 2" SUCTION - FRO OLLECTOR UCTION-FROOLLECTOR 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. SPA EQUIPMENT ISOMETRIC 3 DIMENSIONAL 71 1 1 • •�a. 1 al •11 1� ar EQUIPMENT li' 3. 1' �. 11• 1 1 170264 LO (0 Sheet No.: U A. d W O RJS DIF N w (N ZOD N ININ■■■■■■■..,1....�.. ...1�■■■■■ .........................■■■■■. ................. Id D a it • 3. i• • 11 1' 7 1 > v,l\ N A v ° PVC MAIN DRAIN PIPING TO Q3 » v � d0a COLLECTOR TANK 3 �� d d c ocr (HYDROSTATIC RELIEF VALVE NOT o tQ N REQUIRED) W MAIN DRAIN DETAIL n W NOT TO SCALE AUGN POOL DEPTH MARKERS WITH BACK EDGE OF m rn NOSING EDGE TRIM. » " EDGE TILE PIECE IS A 1"xV UNGLAZED, SUP -RESISTANT, RADWSED POOL NOSING EDGE TRIM. DEPTH MARKER TILES BUTT EQ. EQ. DIRECTLY AGAINST R. 't 0 ' ^ r M LO EDGE OF w O o r` POOL COPING 4 1/4"x4 1/4" POOL DEPTH MARKERS. TD7 O NI ALWAYS FACES TOWARDS THE WATER AS SHOWN. (a POOL WATER SEE POOL DRAWINGS. SURFACE BELOW 1'x1" UNGLAZED, SUP -RESISTANT WALL WALL TILE AT POOL DECK. SEE I.D. DRAWINGS. 0 PLAN AT DECK 71 1 1 • •�a. 1 al •11 1� ar EQUIPMENT li' 3. 1' �. 11• 1 1 170264 LO (0 Sheet No.: U z W O RJS DIF N w (N ZOD N ININ■■■■■■■..,1....�.. ...1�■■■■■ .........................■■■■■. ................. M N I� D a it • 3. i• • 11 1' 7 1 > v,l\ N r, 1" TYPE L COPP POTABLE WATER io SUPPLY N �6" MAIN 2" TANK ����✓✓✓✓ DRAIN OVERFLOW W, CHECK VALVE O O 2.5" RECIRC JET SUCTION 3" JET SUCTION ELEVATION "A" (2.5- CBEHIND)CTTON ELEVATION "B" COLLECTOR TANK DETAILS NOT TO SCALE N.T.S. 40" A DRAIN PLAN 5" RECIRC. ICTION B" d 3" JET SUCTION THERAPY PUMP PENTAIR WHISPERFLO, WFK-6. 3 HP, 120 GPM O 60' TDH, WITH HAIR AND LINT STRAINER SPA PUMP PENTAIR 1.5 HPWHISPERFLO WFK-6, 70 GPM O 60• TDH, WITH HAIR AND LINT STRAINER NO SCALE TWO HAYWARD C-1750 CARTRIDGE FILTERS AIR RELIEF VALVE --n GAUGE TH ERM OM 2" RETURN SKIMMER DETAIL NOTTO SCALE 4 1/44 1/4' POOL DEPTH MARKER TILE, SEE POOL DRAWINGS. SHOWN FOR INSTALLATION REFERENCE EDGE M E PIECE IS A 1'x2' UNGLAZED, SLIP -RESISTANT, RADIUsED POOL NOSING EDGE IM. DEPTH MARKER TILES BUTT DIRECTLY AGAINST R. SEE I.D. DRAWINGS. 2" / LOCHINVAR 190,000 BTU GAS HEATER 0 PRESSURE GAUGE HEATER PIPING AND FITTINGS TO BE SCHEDULE 60 CPUC �- 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" co �3 =3J �0wj d' e 5MJ e SPA WALL STEEL 3/4" NON-METALIC CONDUIT TO JUNCTION BOX LIGHT BODY BOND WIRE TO POOL STEEL 2 #3 BARS ACROSS NICHE_/ e .a e . . LIGHT NICHE DETAIL TILE AT THIS AREA IS INSTALLED OVER THIK-SET MORTAR BED. SLOPE TO DRAIN 1/4' PER FOOT. 1'x1" UNGLAZED, SUP -RESISTANT CERAMIC TILE OVER THICKSET MORTAR BED OVER RECESSED CONCRETE SUB, SEE I.D. DRAWINGS. SLOPE TO DRAIN. NOT TO SCALE ia aLd 1'x1• UNGLAZED, SUP -RESISTANT TILE, SEE POOL AND I.D. DRAWINGS. a 4 o4 d as c 4 a 4 " ° d d .I PROVIDE 1'x1" BULLNOSE TEAM AT BOTTOM OF TILE INSTALLATION ° 'd A 4 4' C d d SPA PLASTER FINISH, SEE POOL DRAWINGS.d SPA BENCH, SEE SPA DRAWINGS d CONFIRM THICKNESS WITH POOLCONTRACTOR A . a CAST -IN-PLACE CONCRETE SLAB, SEE STRUCTURAL DRAWINGS q A4 a SHOTCRETE/GUNNITE CONCRETE SPA WALL, SEE SPA d a d DRAWINGS NOTES: 1 DIMENSIONS SHOWN ARE TO FINISH FACE OR CTMERUNE OF TILE AND E UIPMENT UNLESS NOTED OTHERIN E 1-1/2" I.P.S. ESCUTCHEON WEDGE ANCHOR GROUND t' WEDGE ANCHOR DETAIL Q 2. DIMENSKNNS AT SPA COPING ARE BASED UPON ACTUAL TILES SIZE INFORMATION PROVIDED BY MANUFACIJRER. 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 1.5" RETURN PIPE FROM FILTER RETURN LINE - SEE N.T.S. A d 14 a- �W3 I A.' 4 v VI_ oQ --- — - & 'v DIRECTIONALLY ADJUSTABLE a FILTER RETURN INLET ADAPTER 2" RETURN DETAIL NOT TO SCALE NOT TO SCALE 11 "r R, ♦f x r f. t p r CA -7390 22171 WATERSIDE DRIVE BOCA RATON, FI. 33428 PHONE: (561) 445-1787 FAX: (888) 248-8624 FMAII.: FAFRMAN(a),BFI,I,SOU'I'H.NF,'I' ACF PROJ�C'F j 176 4 ` a r 10 .�� ss/oN David I. Faerman, P.F,. PE -47646 0 DETAILS AND EQUIPMENT Proj #: 4-' 170264 LO (0 Sheet No.: U z W O RJS DIF N w (N ZOD N 4-1 z M N I� D r� > v,l\ N C c Q3 » v � 3 �� c ocr Q) o tQ N -0z W W n W 00 O m rn » " I7 U 't 0 ' ^ r M LO w O o r` Q O O O (a Sheet Name: DETAILS AND EQUIPMENT Proj #: Issue Date: 170264 09-01-2017 Sheet No.: SP5,0 Drawn By: Checked By: RJS DIF 0 N a) o m rn o 0 c 0 CL cnU m 0 a> 0 U - Ch z c Sheet Name: DETAILS AND EQUIPMENT Proj #: Issue Date: 170264 09-01-2017 Sheet No.: SP5,0 Drawn By: Checked By: RJS DIF 0 A a B 0 C D E 0 F 0 1 0 2 0 3 0 4 0 5 0 6 7 0 8 0 9 0 10 0 11 12 C:r� i I I I (9)-_ _...._ r I I J (N) I I I I I I I I I II[ I I I I I I i I 1 STO. 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 I 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. 1 -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 C7 1 is H Hk--------- - - TY . I II ID SHEET INDEX !I I a w °n ROCEP. C1 101 .,.. ..... - _.. I�-1.... ..... . -T-7--"--w - -- ---- - --- 'r; ' I ID -1.0. FURNITURE /KEY PLAN ....... ..a ....... ....__..._ .__-----.. .........._. _......... .. .._..._. .. ...t ............. ............. ............ ............. ............ ........__. ............ ............. ...... ......... ............ ....... ........ ............. ..... ........_... ..__.... 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AT UIOIIm aMC� 0 s TING __......_--...---------------- B,1 (N) ID -2.0 ENLARGED FLOOR FINISH PLANS aaa_ : • D-21 N SH PLANS �� ID -2.2 ENLARGED POOL FINISH PLAN N Ii 6O ID -3.0 118" SCALE INTERIOR ELEVATIONS - NOT USED I A.4 (N) ID -3.1 1/8" SCALE INTERIOR ELEVATIONS - NOT USED - I I I 77 I _ -- .--- , _-- -.---------- ..-... .. _. _ _ --- _ _-- _...- __ _ --.-- _-__-{q� ID -3.2 118 SCALE INTERIOR ELEVATIONS NOT USED i I F1 I F1 ID -3.3 1/4" SCALE INTERIOR ELEVATIONS j I I ID -2.0i I ID -2.2 ID -3.4 114" SCALE INTERIOR ELEVATIONS i ID -4.0.1 RECEPTION MILLWORK DETAILS ID -4.0.2 RECEPTION MILLWORK DETAILS F-Jj ID -4.1.1 SALES / SOCIAL MILLWORK DETAILS C4 (:7) (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 ID -4.2 KIDS KLUB MILLWORK DETAILS ID -4.3 SIGNAGE MILLWORK DETAILS ID -4.4 TRAINER'S KIOSK MILLWORK - NOT USED 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 PLAN NORTH ID -6.2 TILE PATTERN DETAILS FURNITURE / KEY PLAN SCALE: 3132" =1'-0" 0 4' 8' 16' 1 0 2 0 3 0 4 o 5 0 6 0 7 0 8 0 9 0 10 0 11 0 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 Schroeder Architects ARCHITECTURE is INTERIORS ZZ URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA Q017 OF FLO gPJ�O e. SCHRQS'0 as AR0016346 Ic 'lv D DATE: 09-01-2017 SEE DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FURNITURE / KEY PLAN SHEET NUMBER: ses A B 0 C IIIIIIIIIIIIIIIAD E F 1 2 0 3 0 4 0 5 0 6 7 0 8 0 9 0 10 0 0 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED FEMATERIAL NOTE: SEE ID -6.0, ID -6.1 AND ID -6.2 FOR FINISH AND 11 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. rD6 NOTE: KEYNOTES ARE GENERAL AND MAY NOT OCCUR ON EVERY SHEET, KEY NOTES OR ON EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. B GLUE DOWN CARPET (G.C. INSTALLED) A PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR ------------------------------------ - --------- 77 . ........ -_ t ; ... ... ..... - ----------- - ------- ... ...... ....... .... ...... ..... ... ..... ..... .......................... ............... .......... ................ ... ...... . ... ...... ...... . ..... ... . ................ ............................. � m .............. . . .. ...... ...... ...... ...... .... A RUBBER GYM FLOORING, BY LAF. -- - - - ------- . ...... . .. — — -- -- - --------- 77:777 . .... . ..................... ... . . ..... ... ..... ..... ... ..... ........................ . .............. tit ...... ----- XIDS' ................................................... ................................................ . .... .. s m :s: �a:aww: �mmms�a .............. .... it t t I i ...... ...... B EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. ........................................... KLUB it ...... ... ..... ..... -t t 77 t ...... . ........... - ...... ...... qYqLING: it i T B RESILIENT FLOORING AS SCHEDULED. ............................ ........................................ i i . ........................ ---------- ... ..... ...... ................. ir V, ... .......... . . . ... ..... =E - ------- - - - - --- -- t B TILE FLOORING AS SCHEDULED. E L 13 ................... ............... .................................. ............. ................ ........................... .......... ........... -- -- -- ------ B ENTRANCE MAT ................................................ ----- ----------------- ------- -- - - - ----- ---- - -------- ------ - ------ -- ------- ------ - --- .......... 6— t ..... 4 t B RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. ............................... . ...................................................................... ...................... .... ....... .................... I ................. ........ ..... ... it I : : i ; i : : ::: : "'"YL TII�E$ : ;;; ! ; 1:! 1: ........................................ ..................... : i I ..................................... L ..... . ............ .:7 --- ----- - --- ---------------- OA*TTE N i \d .......... JAN. B GRAPHIC LOGO PAINTED ON WOOD FLOOR .............. ................... 4 -4 4 .... ... ..... ..... ... ............. ------------- ...... ..... IT" ............. 7 D I E�. - ---------- --- ............ . .. ....... 4 11111 .......... ..... . ... ----- ...... ... 4 B TRANSITION STRIP AS SCHEDULED. PROVIDED LEVELER OR SLOPE MORTAR 1/4 PER iLol I FT. MAX AS NEEDED. VERIFY THRESHOLD CONDITION W1 ARCH. DWGS. RE3 MO ..... .... ............. ... . ..... ... ...... ...... ALUMINUM STOREFRONT THRESHOLD, VERIFY W1 ARCH. DWGS. . ..... ...... ....... .................................. B ...... ..... t ................................... 7u.R.R ........................................ . 1�4 + + + t t 0�11� - NOT USED . . ...... ...... . ......... ............ ...... ...... ...... ... . .... ...... ...... + + it ..................... ....... .. .... :it NOT USED ...................... ... ...... ...... ...... . .... ..a _j. STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB -FLOOR @ 45 ...................... MIN F- ............................................................ ........ . ............. ......................... -FLOOR JOINTS ALIGN ................................... DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB .......... ........... ...... ----- - - -------- ------ ------ ---- -- - ----- ---------- - -------------- ----------- - - ----------- -------- ---- - - - - ------------ ---- . ..... . ........... B W/ FINISH FLOOR JOINTS. - - --- ----- ............................ ............................ B SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. ......................................... . ......................................... .............. ............... .......................................... ...... ... ...... ..... —7 0 B FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK EQUIPMENT. ..................... ...................... ............................... ------------------------------------------ ............................. ....... .... ...... .... . ........ . ............................. ..................... — 1 ; : ------------- - ------------ ----------------- ------------------- 18 NOT USED ...... ... ... . . . .... ..... .. ...... .... ...... .. ... ...... ...... ... ... ...... ...... ... ...... ...... ...... .... B ADDITIONAL LOCATIONS WHERE REQUIRED BY CODE. .. ..... ...... .. ...... ..... .. ...... ... ; : i I i "'T T "T T 7 .. ..... ..... ... ..... .. ..... ..... ... ...... : i i ; : : : t ; ...... .. ...... .. ...... ... ...... ...... B 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT .. ...... ..... .. ...... ...... ...... ..... ... ..... S, AREA U.N.O. (G.C. INSTALLED) t.. .. ...... .......... ... ..... .. ...... ..... ... ...... ... ...... ...... '33 .... ..... ... ..... ..... . ..... ...... .. .. .. ..... ... B 6- EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. F C1 4- B VII 4YI. T ES 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 4" BREATHING BASE AT WOOD FLOORING. ---- ------ DIRECTION i TILE BASE AS SCHEDULED 2 B 6 --- - - --- ----- ...... ... ...... ...... ... ... ..... ....... ... ...... ..... 161D Q tH� B 5"MOSAIC TILE BASE AS SCHEDULED oil* .. ..... ...... ... ...... ..... ... ...... ...... 12 S FS ... ...... ..... ..... .. ..... ... ..... .... . ...... ..... ... ...... ...... 3 1 .. . . . . B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. .. ...... ...... ..... ..... ... ..... ..... ... ..... ..... .... ...... ..... . ... .. M T_ ... ..... ..... ... .. ..... ..... 4 ............. ... . ..... ..... B 17' CERAMIC TILE WAINSCOT BASE ... ..... ..... ... ..... ..... ........... ..... ..... ..... ..... V YL T1 Lti i. ',132 B SELF COVING SHEET VINYL BASE PER SCHEDULE. ..... ..... ... ..... ..... ..... ...... ... ..... ..... ... ..... ..... . ..... P�TTEIZN i t 't- ... ...... ...... ... ...... ...... ... ...... ... ...... ... ...... .. ... ... ...... . ..... B 6" VINYL BASE PER SCHEDULE ............. 4" VINYL BASE PER SCHEDULE ... .... ..... B --- -- ------ ... ..... ..... ... ... > r r ILL" A AI1QLLkRYJ_ r 11IN 11�-ESI Elio RL BE IER i R 3 14, B GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE AT�T A LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS ...... ...... ... ...... ... ...... ..... ... ...... ...... .... ... ...... 3A ...... ...... FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) �-7 .... ...... ..... ..... ...... ... ...... ...... .... .... ... ... ..... .. 3V ... . ... ..... . ..... .... . . ....... /\ISAUI .... .. ... ...... ...... T t ...... .... ...... ...... ... ...... ;z 7�, 7 2 A LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. ...... ...... ..... ...... ...... ...... ...... ... . ...... ...... I ;;i�i i'�' I FOR MOUNTING DETAIL. ..... ..... .... ..... ..... ...... ... ...... ...... ... ..... . i - I ..... ..... ..... ..... .... ..... ..... ..... .... ..... .. .... ..... ..... ..... .... . ...... ..... . . . ...... . ..... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... .... ..... . ..... .... ..... ..... ..... .... ..... ..... ..... .. ... . ...... ... B DRINKING FOUNTAIN Tt. ..... ..... ...... ... ...... . ....... .4. 4 .. ..... ...... ...... f$ . ..... .. ..... .... ..... ..... ..... ...... ..... ..... ..... ..... ... ..... ..... ..... ..... ....... ... ..... ... .. ...... ..... ... ... ...... ..... .. . ..... . ... . .. ... ..... ..... .... ..... ..... ..... ---- .... ..... ..... COLUM B PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. PT ----- ..... ---- ..... ....... ... ...... ..... ... .... ...... 1 ---- --- ---- - --- ---- - --- ---- -- - --- U - - - PERSONAL TRAWING B FULL HEIGHT WALL TILE U ..... ..... ..... .... ..... ..... ..... ..... --- -- -- ---- ----- .... ..... ..... .... . . ..... ..... ..... .... ..... ..... ... .... ..... .. .... .... .. [�f 077 ..... ..... ..... ..... ..... ..... ..... ..... r ..... ..... ..... ..... ..... ..... ..... ... . ..... ..... .... ..... ..... ..... ...... ..... ..... ..... ..... .. .... .... ..... ..... .... .. ... ... ..... ... . ..... .... .... ... . .... : ...... ..... CARPET BASE PER SCHEDULE (G.C. INSTALLED) ..... ..... ... ... ..... .... ..... FW... ..CB-.'',PIOTE;"'VF-I:Uf:YFX.ENT..QF-BU.BBER ............ B 18 ... ..... ..... ..... ..... ..... ..... . ... ..... ... . ..... . . . .... ..... .... ..... ----- ..... .. ..... .... .... ..... ..... ..... ..... ..... ..... FLOORING AT -FREE WEIGHTS WITH ..... ..... NOT USED .. ..... ..... ..... ..... ..... ..... .... ...... ..... ..... ..... ...... . ..... ..... . ... ..... ..... ... . ..... . ...... ..... ..... ..... ...... ..... ..... ..... ..... ..... I ..... ..... ..... I ..... ..... ..... ..... ..... ..... . .. . ..... .. ... ... . .... ..... ... ..... ---- ----- ..... ..... '.LAT-EST.LAF-EQUIPMENT PLAK . .... ... .... 4 zu MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO ... ..... .... ..... ... ..... ..... ..... . ... ..... ..... .... ..... ..... ..... .... .. .. ..... ----- ..... I .... ..... ..... .... .... ..... ..... ..... .... .. STO. B INSTALLATION. PANEL WIDTH AS NOTED, VERIFY END DIMENSIONS IN FIELD. ..... .... ..... ..... .... ..... ..... .... ..... ..... ..... .... I ..... ..... ..... ... .... ..... ... .... ..... ..... .... .... ... . ..... .... ..... ..... ..... .... .... ..... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... .... ..... ..... ..... .... ..... B WALL BEHIND WOOD BAND TO BE PAINTED BLACK 2" FROM EDGE OF TOP ...... ...... - --- -- ---- . .. .. . ..... ...... ... .............. . ...... ...... . . . . ..... . . . .. AND BOTTOM PLANK. ...... .. ...... ..... ... ...... ............. .. ..... ...... ... .... ..... ... ..... ...... ... ..... . .. ..... ----- ---- . ..... .... ... . ..... ..... .... ..... ..... ..... ... ..... ..... ... ..... .. I ..... .. .. .. .. ... .... ...... ... ...... ...... . ... ..... ........ B 42 BASKETBALL BACKBOARD, BRACKET, BRACING. PAINT BRACKETS TO MATCH ADJ. WALL COLOR. .... .... .... . . ..... ... . . ...... .. ..... ..... ... ...... ...... ...... ... .. ...... ...... . ..... ...... ... ..... .. .. .. ... ..... ...... ....... ... PADS AT ALL OUTSIDE CORNERS. VERIFY FINAL LOCATIONS NTH LA FITNESS. t t 1 "t t 1 ...... ...... ... ..... ...... .. ..... .... ..... . .... ..... .... ..... ----- ----- . . ........... — ------------- ----------- ..... ..... .... ..... ..... ..... ..... ..... ..... ...... ..... . ...... ... ..... ..... ... ...... ...... t t ..... ...... B BASKETBALL WALL PADS, COLOR: W06 YELLOW. MOUNT 8" FROM FF. PROVIDE WALL . ...... ...... ..... ...... TYP. C FREE.WEIGHT . .... ..... ... ..... .... ..... ..... .... ...... B PAINT COLOR CHANGE TO OCCUR AT PAINT BREAK LINE. ... .. .. ..... - _-I I ... ..... ...... ...... .... .. . ................. ... -A ( 20, ............... .. ...... ...... ... ------------ - . ... .... .. ... ..... ... ...... ..... ... ..... ..... ... ...... ... ... ...... ...... ... ...... ...... . .... ..... ..... ..... . . I I MIRROR DIMENSIONS SHOWN ARE LAF PREFERENCE. VERIFY WITH LOCAL MANUFACTURING ..... ..... ..... . .. ..... ..... ..... ..... .... ..... ..... .... .... ..... ..... ..... ..... ..... ..... C,.(R( ill Yl TI�E' 45 .. ..... ..... .............. . .......... .. ..... ... .... ... . STANDARDS AND LOCAL INSTALLATION LIMITATIONS BEFORE ORDERING. .. ..... ..... .... .... ..... . .... .... ... ..... ..... ..... .... ..... ..... .... .. .... . .... ...... ... ... ..... .... . ... .. ... .... . t i ..... ..... ... ... 9 F kT1ERN ... ..... ... ..... ...... ... ... . .. .. ..... .... ..... ..... .... ..... ..... .... ..... BASEASi S HI -D ..... ... ..... ..... ... ..... ..... ... I Ei PROM B RACQUETBALL WALL PANEL BY VENDOR .. ..... ---- .. . ..... ..... t ROT 1DE RUBBER DIRECTIOt 1207 .... .... ... . ..... ...... . ........ . ............ B RACQUETBALL GLASS PANEL BY VENDOR + ..... ..... .... .... ..... ..... ..... ..... .... ..... ..... — — --- ----- .. ..... ..... ..... ..... ..... ..... ..... ...... ..... ..... .... ...... .... ..... ..... ..... ..... NOT USED .. ..... ---- ---- N L E .. ..... .... ... ...... ...... .. ..... ..... ..... ... ...... . ... ..... ... WEIGHTS .... ..... ..... ............ ..... .. ..... ..... .. ............. ..... ...... P ........... .. ... ..... ... ..... ..... ..... ..... ..... ...... ..... ..... ..... ..... ... ..... ..... ... . .. ...... i t . i t ..... .... .... ... ..... ----- .. .... ..... ..... ..... .... ..... ...... ...... .. ..... ...... .. ..... ..... . ... .. . ... ..... .. .. .. .. -EXTENT.OF-RUBBER ... ..... ..... ... ..... ...... ... ...... . ... NOTE V EY 1 1 4 .1 i .. ..... ..... FW CB . ERI . ..... FLOORR4G.AT-FREE WEIGHTS -WITH ..... ----- .... ... .. .. ..... ..... ...... ..... ... ... It ..... ... ..... ..... .. ..... ...... ...... ..... .. .. .... .. ..... .... ..... ..... ..... ..... ... I ..... ..... .... ... ..... ..... ... . ..... . ... .. ..... ..... ... .... ...... LATEST -LAF.EQUI PMENT PLAN... . . ..... .. ..... ..... ... ...... ...... ... ...... . ..... .. ..... ..... ... ... ...... ... ...... ...... . ... ..... ... .... ...... .... I I , , 1 1, i 1 . ...4 t F+44 41 .. .. ..... ..... ... ...... ...... ... ...... ...... ; .. ..... ----- ..... ..... ..... ..... ...... ..... ..... ..... ...... ..... ..... ... . ..... ..... ..... .... ..... ..... ..... i . ..... ..... ...... .. ...... ...... ... ..... ...... ... R13 : 1 1 ...... ----- POOL---- -- - --- ---- --- --- 17 : : i i ; : i : i i I..; ...... ..... ... .... 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I ..... ...... -1 - m -i . ..... ..... . ..... ..... ... ..... ----- ............. i.... ---- ------ .... ... .... . .1 1 , �! i �-: � .......... ..... ...... ..... ..... ..... ...... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... .... ..... ..... ..... ..... ..... - --- - - --- .... ..... ..... .... ..... ..... ... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... I .... .... ..... .... I . ;__ - 1 -- ---------------------------- : : :*'*** ... .... .... . .. ..... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... ..... .... ..... ..... ..... .... ..... ..... ...... ...... ... ..... ..... ... ..... ..... ..... ..... ...... ... ..... . M�i RPEI ... ..... ..... TO Al ... ..... . .. ...... ...... ...... ..... .... ..... ..... ... ..... ..... .... ..... . ..... ..... ..... .... I... ..... ..... . ..... ..... ..... ..... ..... ..... ..... ..... ...... ... ..... ..... ... ..... 4 ..... . ..... ... ....... ...... ... --- ---- -- — - ----- - — ----- . .. ..... ... ...... ..... ED 0 ... ..... ..... . ..... ... .... ..... t t .. ..... ... .. ..... ... ED 0 ..... ..... ..... ..... ...... ..... ..... .... ... ..... ..... ... ..... ..... ..... ...... ----- ..... ----- ..... ----- ----- ----- ----- ----- ... .. ..... ..... ..... ED 0 . .... . . ..... ... ..... ..... ... ..... ................ : M SOCIAL t. ..... .... .. .. ..... ..... ..... ..... ..... ---- ----- ----- ----- . ..... ..... ... ..... ..... 9 ..... ..... ----- ----- ----- ----- ----- . .... . ...... .. ...... ..... 103 .... ..... ..... ..... t i ... ...... .... 4 ... ..... .. --- ----- ----- — -- ---- ---- — — ----- ---- ---- ----- — — — - ----- ...... ...... ... ...... ...... ... .... 3 10 UM ..... ..... ..... .. ..... ..... ..... ..... I .... ..... ..... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... ... I ..... ..... ..... ...... ..... ..... ..... ..... ..... ..... ..... : : - - ---- F -T ..... ..... ..... ..... I ..... ..... ..... ...... ..... ..... ..... ..... ..... ..... ..... ..... . . ..... -- ----- ---- ---- ----- ---- ---- ---- ---- .... . ... ........ . ..... ..... ..... .... .... ..... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... . ..... t ------- ... . .......... .......... . ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... . ...... ....... .... ..... .. .... ....... ... ... ..... ..... ... ...... ...... ...... ...... .. .... ... ....... . .... ......... ....... ......... ....... .. .... ... . .............. ........ ......... ..... ..... .... ..... ..... ..... .... ..... ..... ..... --- .... ..... ..... ..... . ..... . ... ... SALES ..... ..... ..... ..... I ..... ..... ..... I ..... ..... ..... ..... ..... .., .. ..... ..... ..... ..... I ..... ..... ..... ... 02 .. ..... .... .. ...... ...... . ...... .. ..... ..... .... I .... ..... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... I ----- ..... .... . ......... .................. ... ..... ..... .... ..... ..... . ..... ... . ..... . ..... . ..... . ..... . . ......... ........ UU .......... ..... ...... ... Li ........ .. .. ..... ..... .. ...... ...... ..... .......... .. ... ..... ........ . ....... ........ .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ....................... ................... ................ ... ..... ..... .... . ..... ..... .... ..... ..... ..... ..... ..... ..... ..... .... ..... ..... .. ..... ..... .. ...... ......... ........ ........ ........ ........ .......... ........ .. . ... VW`l` ..... ..... ... ......... ........ ........ ........ ........ ........ .. ..... ..... .. ..... ..... ... ...... ..... .... ........ ......... ........ ........ .. ...... ........ ........ ....... ..... ..... ..... ..... ..... ..... ..... ..... ..... ... . .. ..... ..... ..... ...... ..... ..... ..... ... . . ...... . ..... ........ ........ ...... ........ .. ..... ---- - .. ..... ....... _- ---- ----- ---- ----- ----- ----- ---- ----- ----- .... ..... ..... ..... ..... ..... ..... ..... ..... .. ..... .. ..... ..... ... ... ...... ...... ... -1 ...... ...... ........ ........ ...... ...... ... ............. ...... . ......... ................. ......... ........ ........ . ........ .... .... ......... ....... ......... .. . .. ..... -------- -- ----- ........ n . ...... ...... ... ...... ...... ... ...... ... ... ..... ..... ........ ........ ........ ........ ......... . ..... ..... .... ..... ..... ..... . ..... ..... X :,X+._ LAI 0 F1 F1 �22 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 (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 EQUIP. FLOORING 7 . . . . . . . .. . . . . . . . . . . .. .. . .... .... . .... . . ........ . . . DIRECTION. SINGLE COLOR(1X1) MOSAIC RESILIENT SHEET FLOORING PER FINISH SCHEDULE CUSTOM MOSAIC PORCELAIN TILE FLOORING. SEE ID -5.2, VINYL TILE:'LIGHT'COLOR. ID -6.1 & ID -6.2 FOR PATTERN SEE FLOO IR FINISH PLAN DETAILS AND PANEL LAYOUT . FOR PATTERN DIRECTION. FrREi oft 12" X 24" PORCELAIN TILE VINYL TILE:'DARK'COLOR. FLOOR FINISH PLAN STACK BOND PATTERN. SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. F1 SCALE: 3/32" = V-0" 0 4' 8' 16' .... .................. .................. .... 112" X 24"TILE BORDER 2 0 3 0 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: 9 9 754 0 4 PROJECT NAME: I Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL I 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 oesthetic 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: Ir Lfr-% I " UF_Q%.#rNIr_ 1 09-01-17 ISSUE FOR PERMIT Schroeder Architects ARCHITECTURE is INTERIORS 83 URBAN DESIGN F06000005343 3118 E Shadow Avenue. NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 0 to 'ID SCHRoc 0 0, 4� AR0016346 DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FLOOR FINISH PLAN SHEET NUMBER: 0 A 0 B C D 0 E F _ d r A 0 7 0 8 0 9 0 10 0 11 12 TYP. ATP UPPER WALL 1B P I M.L.R W.L.R P I❑ j 10E p P PjEJ j::....:. ,...:.. _ ... .. ....._.. __ ' ..... ,. L.. ..I 14D i 14E CARDIO ❑ P 140 P 6E (�,�' '�� • 22D rA.V.rki NN ❑ 1 13 21E 6E 21E 1 1 19A f:.J IT. <, SUNA;.. r.. A ANCILLARY 1 1 113A CIRC. [ LA 127 W.T.R f 129 144 1 PE 1 1 ,.....,..:... 128 P i' M.T.R SA.VNA,. D 1E G17 127A CIRC.r , 1 <; 113 ...�...� .',..'... i,._,L.....'-)...._'. P F-4) kl� �Z 1D S 0• _ ■ ■ ■ 1276 — — - r sTo. p PERSONAL107 RAINING I 115A W.S..R 1D 1 P P :,P POr ... .......:::.. III G7 10E 14D 1 II II 17D 17D pi WB P 1 VEST. VEST.in 1 1 19A P 116 i30 4.— I M.S.R I �' 1 22D ..... I 1 115 1 11 I Iti ... ...... 14D l/ l 14D I A116D 122 i WH. p'' i l I 1 I 120 t'1 :;�::.:k:: 1 11 P G18 f; L--;.'.. .l..... 1 1 E h .... ..... - - -- 1 I TYP. U.N,O. 1 19A[::: 1 qD 20 FREE P.E. 1 WEIGHTS CIRCUIT I 139 138 1 i, 1 119 PI 1..... ----- _-.. .......... .......... ............ ....... !.,.._ I11 1E TYP. U.N.O. I TYP. U.N.O. G6 TYP. AT WALL FROM TOP OF POOL M9E MIRROR TO 2" ABOVE EDGE OF STO. & SPA 121 BOTTOM PLANK 1 1 ......... p WB P P 1 1 19A............. ............ 22D 1 _.– _. I G2 I �1 H1D Q 1 :...i 1 P P I Il I:..... �.......... i 1 E 14E I--4— 'r — 1 G22 -::. :.................................................. • I 1 I1ED Cl 3. ... ;........ J..-' ........ . .......... .......... ............. I.-..__ _.-----.__ --- — ! — SOCIAL 1 103 18EC7 T5 --- :-- !oiU L! 1 9E i II 1 SEE SHT ID -4.0.1 FOR 1 I I SURFACE PREPGRAPHIC. 47 G1 j RECEP. we I pit I III Z Vvy41 I I� ------------ ---------- 1 ( � 101 1 1Li Li hyq 9AI !�..._ 1..- - .. ......_..... ...- - - _.......... ............. -4 .--._Q ........0... .----........ .......... ' SALES P1.x i 102 9E 11 1 19Atj E E I I P P P G5 17E 17E 17E 17E 1 G4 �........... M7.7 ............. _.......... F L lkl, P I I O 6E II 1 21 E STO. 123 H1D GENERAL NOTES: NOTE: SEE ID -6.0 AND ID -6.1 FOR FINISH AND MATERIAL SPECIFICATIONS 1 PlEq TYPICAL AT ALL WALLS, LOW SOFFITS AND COLUMNS, UNLESS NOTED OTHERWISE (U.N.O.) 2M47 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 mi-] — — — — — — — O ART GRAPHIC WOOD BAND BY MILLWORKER. SEE ARCH. DWGS FOR 1 DETAILS 1 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 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 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 PAINT BREAK /ART GRAPHIC PLAN SCALE: 3/32" =1'-0" 0 4' 8' 16' 1 0 2 o 3 0 4 o 5 o 6 0 7 8 0 9 0 10 0 11 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: .Am [LIG IFUUH E0-3 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 oesthetic 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 Schroeder Architects ARCHITECTURE _= INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 PSE Of F(, o yE. SCHRO oPJ�OF��� r. AR0016346 0 c' Sj. DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: PAINT BREAK / ART GRAPHIC PLAN SHEET NUMBER: TYP. AT o LOWER rsiaa�rna�ao�i!a�aarsa�evr�as�rrec�.�wavec.vr�+¢nvr.�aerrwa�vm�iwa�ar:�naa�o�ispa.*�iis+ae�iaaa�ra*ao�oslaw�sa�rrn�eo�raee�s�'aa�v�rie KIDS CYCLING KLUB � 133 DSEE ELEV. FOR. AT GAME PANELS WE U.N.O. ® - Minim I P I M.L.R W.L.R P I❑ j 10E p P PjEJ j::....:. ,...:.. _ ... .. ....._.. __ ' ..... ,. L.. ..I 14D i 14E CARDIO ❑ P 140 P 6E (�,�' '�� • 22D rA.V.rki NN ❑ 1 13 21E 6E 21E 1 1 19A f:.J IT. <, SUNA;.. r.. A ANCILLARY 1 1 113A CIRC. [ LA 127 W.T.R f 129 144 1 PE 1 1 ,.....,..:... 128 P i' M.T.R SA.VNA,. D 1E G17 127A CIRC.r , 1 <; 113 ...�...� .',..'... i,._,L.....'-)...._'. P F-4) kl� �Z 1D S 0• _ ■ ■ ■ 1276 — — - r sTo. p PERSONAL107 RAINING I 115A W.S..R 1D 1 P P :,P POr ... .......:::.. III G7 10E 14D 1 II II 17D 17D pi WB P 1 VEST. VEST.in 1 1 19A P 116 i30 4.— I M.S.R I �' 1 22D ..... I 1 115 1 11 I Iti ... ...... 14D l/ l 14D I A116D 122 i WH. p'' i l I 1 I 120 t'1 :;�::.:k:: 1 11 P G18 f; L--;.'.. .l..... 1 1 E h .... ..... - - -- 1 I TYP. U.N,O. 1 19A[::: 1 qD 20 FREE P.E. 1 WEIGHTS CIRCUIT I 139 138 1 i, 1 119 PI 1..... ----- _-.. .......... .......... ............ ....... !.,.._ I11 1E TYP. U.N.O. I TYP. U.N.O. G6 TYP. AT WALL FROM TOP OF POOL M9E MIRROR TO 2" ABOVE EDGE OF STO. & SPA 121 BOTTOM PLANK 1 1 ......... p WB P P 1 1 19A............. ............ 22D 1 _.– _. I G2 I �1 H1D Q 1 :...i 1 P P I Il I:..... �.......... i 1 E 14E I--4— 'r — 1 G22 -::. :.................................................. • I 1 I1ED Cl 3. ... ;........ J..-' ........ . .......... .......... ............. I.-..__ _.-----.__ --- — ! — SOCIAL 1 103 18EC7 T5 --- :-- !oiU L! 1 9E i II 1 SEE SHT ID -4.0.1 FOR 1 I I SURFACE PREPGRAPHIC. 47 G1 j RECEP. we I pit I III Z Vvy41 I I� ------------ ---------- 1 ( � 101 1 1Li Li hyq 9AI !�..._ 1..- - .. ......_..... ...- - - _.......... ............. -4 .--._Q ........0... .----........ .......... ' SALES P1.x i 102 9E 11 1 19Atj E E I I P P P G5 17E 17E 17E 17E 1 G4 �........... M7.7 ............. _.......... F L lkl, P I I O 6E II 1 21 E STO. 123 H1D GENERAL NOTES: NOTE: SEE ID -6.0 AND ID -6.1 FOR FINISH AND MATERIAL SPECIFICATIONS 1 PlEq TYPICAL AT ALL WALLS, LOW SOFFITS AND COLUMNS, UNLESS NOTED OTHERWISE (U.N.O.) 2M47 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 mi-] — — — — — — — O ART GRAPHIC WOOD BAND BY MILLWORKER. SEE ARCH. DWGS FOR 1 DETAILS 1 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 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 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 PAINT BREAK /ART GRAPHIC PLAN SCALE: 3/32" =1'-0" 0 4' 8' 16' 1 0 2 o 3 0 4 o 5 o 6 0 7 8 0 9 0 10 0 11 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: .Am [LIG IFUUH E0-3 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 oesthetic 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 Schroeder Architects ARCHITECTURE _= INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 PSE Of F(, o yE. SCHRO oPJ�OF��� r. AR0016346 0 c' Sj. DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: PAINT BREAK / ART GRAPHIC PLAN SHEET NUMBER: 0 1 0 2 0 3 4 0 5 6 0 7 8 9 10 11 12 A 0 B 0 C 0 D 0 E F 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. ERMATERIAL 1 COLOR FOR FINISH REFERENCE ONLY KEY NOTES:NOTE: KEYNOTES ARE L AND MAY NOT OCCUR ON OR ON EVERY PROJECT. ESE PA LAN FOR APPLICABLE BLE NO EDVERY AREASHEET, 1qA 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 C 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, REFLECTED CEILING FINISH PLAN SCALE: 3/32" =1'-0" 0 4' 8' 16' 1 o 2 3 4 5 0 6 0 7 0 8 9 10 11 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 PERMIT Schroeder Architects ARCHITECTURE It INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA X017 OF FL OR'4 S. SCHROc. NIP t AR0016346 G F DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: REFLECTED FINISH PLAN CEILING SHEET NUMBER: ID..l 0 A 0 B 0 C 0 D E a F CARPET TO VINYL TYI?: 0l ;ARpET f TO TILE RB 9 N I � Il SOCIAL _-(f 103 1 _ — CARPET TILE_ TYP.A EVERY LOUR ES OF T AT FIELD TILE, AT 6nRj1ER _. BASE, U'.N.O. a a 7 0 8 0 9 0 10 0 11 12 X. \ ...... V 1, ,k I 6 . -28 .q .,. • FIRE �, 1 �✓ W, I li ,- SER I . J f --IDf3.4 v 4'-Q",1;(HIGH AT FRP i \ LWALLS 1 \ ......-_................................................................ .. KIDS FREE-STR/JDINDI FREE-STAND"G IIEMBJI FCP KLUB WVEgTEgH NVEgTEq/I 17 1� \l 105 x I. C RB i� , ,.✓ 2 +• 6 \•�,' \1/ NAV I' v TYP. U.N.O. V , V v J ELEC. 133 c T-1 : V 14/ 1 , • I I cl .NRC V • ; � •a,.r T' , V C/� C5 ENLARGED RECEPTION / SALES / SOCIAL PLAN SCALE: 1/4" =1'-0" 0 2' 4' 8' 1 0 i o o J 0 I 7 I 0 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. MAYESEE PLAN NERAL DFOR APPLICABLE NOTED AR ASHEET, A 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 O RUBBER GYM FLOORING, BY LAF. B O5 EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. B 0 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 FLOOR FINISH LEGEND: TILE START POINT SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES tea MATERIAL TRANSITION NOTE: 100% OF RESILIENT FLOORING ON PATTERN DIRECTION. SEE PROJECT IS RFCI FLOOR SCORE CERTIFIED. FLOOR FINISH PLAN. l fxl.' I l I�lf.l ll� ENTRY MAT : I I , I I RUBBER FLOORING T. ll, l;TI�l l ; I III (BY OWNER) GLUE DOWN CARPET TILE " EXPOSED CONCRETE SEE FLOOR FINISH PLAN r FOR PATTERN DIRECTION. = ==== WOOD FLOORING, SEE FLOOR CUSTOM PADDED PLAY FINISH PLAN FOR PATTERN W DIRECTION. EQUIP. FLOORING SINGLE COLOR(1X1) MOSAIC ",' . RESILIENT SHEET ' FLOORING PER FINISH l L CUSTOM MOSAIC PORCELAIN a ` j SCHEDULE 1.... TILE FLOORING. SEE ID 5.21 { LE 'LIGHT' CO t- ID -6.1 & ID -6.2 FOR PATTERN VINYL TI LOR. — ! l.._ L... L... ---i SEE FLOOR FINISH PLAN DETAILS AND PANEL LAYOUT. ---- 1- . - FOR PATTERN DIRECTION. i r12" X 24" PORCELAIN TILE VINYL TILE:'DARK' COLOR. --- ----'- - STACK BOND PATTERN. 4SEE FLOOR FINISH PLAN • FOR PATTERN DIRECTION. 12" X 24" TILE BORDER 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 WWW. SDAPARTNERSHIPUSA.COM PROJECT NAME: '44 ce� L� Q O F U U H IE c) c5 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 Schroeder Architects ARCHITECTURE is INTERIORS II URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 OF. FC o��4 SCHRO'4' • / —fir-- • AR0016346 DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED FINISH PLANS SHEET NUMBER: ID�200 A B C 7 E F 0 1 E ENLARGED LOCKER ROOM PLAN SCALE: 1/4" =1'-0" 0 2' 4' B. 1 0 2 3 4 5 N 7 0 1.1 0 3 0 4 0 5 o A o 7 o R 0 r 0 10 0 11 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED IRMATERIAL 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 AREOR ON EVERY PROJECT. MAYESEE PLAN NERAL DFOR APPLICABLE NOTED AREASHEET, A B O GLUE DOWN CARPET (G.C. INSTALLED) A2O 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 0 RESILIENT FLOORING AS SCHEDULED. B 7O 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 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 FLOOR FINISH LEGEND: SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES NOTE: 100% OF RESILIENT FLOORING ON PROJECT IS RFCI FLOOR SCORE CERTIFIED. ENTRY MAT n EXPOSED CONCRETE _ = WOOD FLOORING. SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. { SINGLE COLOR(1X1) MOSAIC I l_. CUSTOM MOSAIC PORCELAIN TILE FLOORING. SEE ID -5.2, �: I ID -6.1 & ID -6.2 FOR PATTERN DETAILS AND PANEL LAYOUT. -�- 12" X 24" PORCELAIN TILE - -- -- ----------- —----- STACK BOND PATTERN. 12" X 24" TILE BORDER o A o 1(1 0 1 1 TILE START POINT t>a MATERIAL TRANSITION E—� PATTERN DIRECTION. SEE H u \SAUNA ; i 1131A FOR PATTERN DIRECTION. ,. CONIC W W EQUIP. FLOORING O RESILIENT SHEET 4 '. 4 '. i i , + ................... .................... ....._ i �J I VINYL TILE:'LIGHT' COLOR. 0 3 0 4 0 5 o A o 7 o R 0 r 0 10 0 11 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED IRMATERIAL 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 AREOR ON EVERY PROJECT. MAYESEE PLAN NERAL DFOR APPLICABLE NOTED AREASHEET, A B O GLUE DOWN CARPET (G.C. INSTALLED) A2O 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 0 RESILIENT FLOORING AS SCHEDULED. B 7O 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 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 FLOOR FINISH LEGEND: SEE ID -6.0 AND ID -6.1 FOR SCHEDULED FINISHES NOTE: 100% OF RESILIENT FLOORING ON PROJECT IS RFCI FLOOR SCORE CERTIFIED. ENTRY MAT n EXPOSED CONCRETE _ = WOOD FLOORING. SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. { SINGLE COLOR(1X1) MOSAIC I l_. CUSTOM MOSAIC PORCELAIN TILE FLOORING. SEE ID -5.2, �: I ID -6.1 & ID -6.2 FOR PATTERN DETAILS AND PANEL LAYOUT. -�- 12" X 24" PORCELAIN TILE - -- -- ----------- —----- STACK BOND PATTERN. 12" X 24" TILE BORDER o A o 1(1 0 1 1 i:11 I'Iil I TILE START POINT t>a MATERIAL TRANSITION E—� PATTERN DIRECTION. SEE H FLOOR FINISH PLAN. i:11 I'Iil I RUBBER FLOORING (BY OWNER) GLUE DOWN CARPET TILE H SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. CUSTOM PADDED PLAY W W EQUIP. FLOORING RESILIENT SHEET 4 '. 4 '. i i , + FLOORING PER FINISH SCHEDULE - -I- VINYL TILE:'LIGHT' COLOR. SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. - VINYL TILE:'DARK' COLOR. ........ :.., .....L SEE FLOOR FINISH PLAN -• f- + FOR PATTERN DIRECTION. 0 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 o contact, licence or agreement in writing with SDA. 2. Do not stole 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 Schroeder Architects ARCHITECTURE II INTERIORS II URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 oF.FCoR�O r? • P0,0 E. SCHROF0, •O � AR001634 ,•� DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED LOCKER ROOM FINISH PLANS SHEET NUMBERk I D�2 ■ 0 A 0 B 0 C 0 IN E 0 F P, ENLARGED POOL PLAN SCALE: 1/4" =1'-0" 0 2' 4' 8' 1 2 I 3 4 5 I 7 0 a 0 9 10 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. KEY NOTES:NOTE: KEYNOTES ARE NERAL OR ON EVERY PROJECT. ANDESEE PLAN FOR APPLICABLE NOTED ARE HEET, AS B GLUE DOWN CARPET (G.C. INSTALLED) AJ PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B3O WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A O RUBBER GYM FLOORING, BY LAF. B O EXPOSED CONCRETE FLOOR, FINISH AS SCHEDULED. / B6U RESILIENT FLOORING AS SCHEDULED. B O TILE FLOORING AS SCHEDULED, B O ENTRANCE MAT B 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 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. 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 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 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. flit RUBBER FLOORING T Till ENTRY MAT = l�_Ii >:.t 11 11!1� 11ll} (BY OWNER) GLUE DOWN CARPET TILE EXPOSED CONCRETE f -j SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. WOOD FLOORING. SEE FLOOR CUSTOM PADDED PLAY FINISH PLAN FOR PATTERN == DIRECTION. - EQUIP. FLOORING .....:_1_,:"-1 ... SINGLE COLOR(1X1) MOSAIC ° _ _ RESILIENT SHEET ' 1 i ' <'-, FLOORING PER FINISH L. CUSTOM MOSAIC PORCELAIN SCHEDULE I TILE FLOORING. SEE ID -5.2, 1. LE•'LIGHT' CO ID -6.1 & ID -6.2 FOR PATTERN VINYL TI LOR. l-- I-- " " SEE FLOOR FINISH PLAN DETAILS AND PANEL LAYOUT. - { r L_.:..._ e -- ; -I-- -, FOR PATTERN DIRECTION. - — 12" X 24" PORCELAIN TILE' 7 VINYL TILE: DARK COLOR. STACK BOND PATTERN. SEE FLOOR FINISH PLAN FOR PATTERN DIRECTION. -----------._----*-----......--- ---. i 12"X24" TILE BORDER 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 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: [LIa I F � U H ����' 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 stole 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. 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 Schroeder Architects ARCHITECTURE jj INTERIORS II URBAN DESIGN F06000005343 3118 E Shadow Avenue. NE Atlanta. Georgia 30305 Tel. 404 733 2626 SA 0017 of: FLO CO SCHRgF, o� AR0016346 �0 �sr - R l DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: ENLARGED POOL FINISH PLAN SHEET NUMBER: ID�2N2 A ° B 0 C E E P EQ 2�'-0" EQ 4PIN "—MEW� - — --.. -- ELEVATION'A' - - -- - ------ -. B� WOMEN'S LOCKER SCALE: 1/4 —1-0 F9 55 ID -5.1 TYP. .. ° A ° 7 ° 8 ° 9 ° 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. NO E: KEYNOTES ARE LKEY NOTES: OR ON EVERYY PROJECT. ESEPA LAN MAYDFOR APPLICABLE NOTEDVERY AREASHEET, \ -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. P AT ALL SIDES, REVEAL, B1 R P AT ALL SIDES, REVEAL, P B 24 6" TILE BASE AS SCHEDULED P REAR AND CLG. OF ID -5.1 33 REAR AND CLG. OF 33 B 25 5" MOSAIC TILE BASE AS SCHEDULED 6E 22E VANITY SURROUND 1 22E 6E VANITY SURROUND B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID -6.2 FOR PATTERN AND PLACEMENT. 33 B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. N................. ......... .... : ............... .......... ! ............. B 29 6" VINYL BASE PER SCHEDULE ................ g 4 VINYL BASE PER SCHEDULE 30 p g 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE 22E LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS ... ..... .. A 32 FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) .. II...... R A 33 LOCATION T.V. BY LA FITNESS. REFER TO ARCH. DWGS. 1 FOR MOUNTING SCREEN I NG DETAI B 34 DRINKING FOUNTAIN © D B 35 PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. B FULL HEIGHT WALL TILE f ION 'B'B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 25 B10 ID -5.1 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 P 61 R p AT ALL SIDES, REVEAL, p AT ALL SIDES, REVEAL, B 53 MIRROR MOUNTED AT CENTERLINE OF SINK. WIDTH VARIES, SEE ELEVATIONS. 6E 33 ID -5.1 33 1 22E REAR AND CLG. OF 33 22E REAR AND CLG. OF B 54 LOCKERS BY HOLLMAN. SEE ELEVATIONS AND DETAILS. VANITY SURROUND VANITY SURROUND B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. rll� 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 O 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. 25 B 66 GRAB BAR. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND LOCATIONS PER LOCAL / STATE CODE AND A D A REQUIREMENTS --- - ------ . ..... ... ---....._... _.................................. D1MEN'S LOCKER SCALE: 1l4" =1'-0" a_ ............................................. _� WOMEN'S TOILET SCALE: 1/4" =1'-0" LE 1 B4 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 -8 NOT USED 1 0 4 ° 5 ° 6 ° 7 ° 8 9 ° 10 ° 11 ° 12 o 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 Schroeder Architects ARCHITECTURE is INTERIORS == URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 ,`�•�� of-FL0�i0 �? P�\'0 E. SCHRp��� •� A ROO 16346 • 4li DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE : AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: 1/4" SCALE INTERIOR ELEVATIONS SHEET NUMBER: ID�3m3 1 0 2 0 3 4 5 0 6 0 7 0 B 0 9 0 10 0 11 0 12 CENTERLINE AT COORDINATE CUT TILE GENERAL NOTES AND SYMBOLS: A _ _ _ _ _ _ _ ABOVE DOOR 5 U SHOWER WALL — ALIGN GROUT CT ALIGN GROUT 67 TTYP. 68 69 70 CUT TILES TO OCCUR EQ EQ' F10 70 �69 68 66 62 67 LINE WITH CURB - LINE WITH CURB A OWNER - LA FITNESS (LAF) SUPPLIED ONLY AT END COURSES OF FIELD TILE AREA B GENERAL CONTRACT (G.C.) SUPPLIED AKUHI I tk; 15I1`& N • r ;:--r -- .x.-...:-.:_. ---:....................................... ............... ... _........i..._............................ ..._.._:..w._.: -.._..--..-......,.E...._..._._.._...__._.------ [ 1 .........................................._ I ._ —. ... ." ..._. ._ IAL - -6.1 AND ID -6.2 FOR FINISH AND MATER NTE: SEE ID 6.0 ID 0 ' - -- _ - mUft BE` S U t: K 5 SPECIFICATION MATERIAL SPECIFICATIONS . .......:[. ..., ,.......................1... ----0....._ ...... _..........•......_.. ........_......_..•......... _.. --•-------..... ;....... .... _.._. BRANDING STRATEGY DESIGN ........ _....... _............. ... ...... ...._.....0......_........................•��1............_ ............_0................ �T :: - :_: _ .... _ _"_ :W:- ------......_..._.. I CT...G r.....;. -1� -.r ...... ........ WITH ARCHITECTURAL PLANS. ....................................................:................................................................. ,.............#................ ................................. : .................. ................ .... ..... .......... ...... ......... .... .._............. ........... ..... .. .. ........... ...... .....................4 ..... ....-..................-........................... ....... ..............................�............. 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS qg:.............................:::::::.::::::::- ::_:::1:::::::: _::: "::::.::::::::::::::::::: I 4B 67 67 i67 I .........a ...............:... z x - z -- 67 6 . —.. ____ •"„•-• �::.::.::::.:::::::::;:::::.::::::::::::::�::::.::.a:::::;::::::::::::::::::::--:: _i:::::;:::::::::: _.:: ._...--..--.. .__..-_. ----- • _ __ I - - _.—___.,--..._.._._.....__ ODMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 1 FULL COURSE 1..:....:.........'.....[........:...........[...............r...............x.....................x.. I 1 FULL COURSE ........................................................................................................................ .................... i...................:............................................. a_.....-- -- CORRIDOR 3. THESE PLANS ARE FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS AT CORNER. DO AT CORNER. DO ---�...._ __.. - - I I _......... -- -....................................:.. . .................................................................................................................................................. + FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. NOT CUT ::x:::::::::::c::: r::::x:::::::::x::::::::t :z:: }:::::::::::::::r.::::;:::_ z:::::::::::[:: NOT CUT p v �::. ..... .....T .....:........... ............. ..... ............ ............ ....... ....Q.... ............. ................. - - - ----- - --- - -------- ---- _4..--_-......_ ..•..-.. # ... -- - _ . _ _. ---- - ---: _ _ ... ...- :..- -j-r — i _ NERAL AND MAY NOT OCCUR ON EVERY SHEET ......... ............................ NOTE. KEYNOTES ARE GE 0 0 C z.................._:.....,................t.....:...........-.. I NOTES. OR ON EVERY PROJECT. SEE PLAN FOR APPLICABLE NOTED AREAS. .... _ _ ..... - KEY NO �— L ............................ ....................... _..__ =- -- 1 19 NOT USED ,.,,._,. �., SON DR STE 420 :.:::..:::• L IRVINE, CA 92612 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT TEL: 949 754 0450 FAX: 949 754 0448 ELEVATION 'A' ELEVATIONS' 36 57 72 CUT TILES TO OCCUR ELEVATION 'C' 2a 36 ELEVATION' sl 57 3s a 20 AREA U.N•0, (G.C. INSTALLED) WWW.SDAPARTNERSHIPUSA.COM 24 36 ONLY AT END COURSES B 21 6" EPDXY BASE W/ INTEGRAL COVE BASE (3/8" RADIUS) AND METAL TOP CAP. OF FIELD TILE AREA F1 B 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) PROJECT NAME: A1 WOMEN'S SHOWE R CHITECTURAL DRAWINGS FOR LIGHT ID -5.2 SIM B 23 4" BREATHING BASE AT WOOD FLOORING. SCALE. 0 FIXTURE AND PLUMBING FIXTURE HORIZONTAL AND VERTICAL INSTALLATION DIMENSIONS. B 24 6- TILE BASE AS SCHEDULED COORDINATE CUT TILE B 25 5" MOSAIC TILE BASE AS SCHEDULED CENTERLINE AT ABOVE DOOR SHOWER WALL — B 26 CUSTOM MOSAIC FLOOR TILE. SEE ID 6.2 FOR PATTERN AND PLACEMENT. ALIGN GROUT -\,CT ALIGN GROUT 67 TTYP. 68 69 70 69 68 66 62 67 LINE WITH CURB 48 LINE WITH CURBCUT TILES TO OCCUR EQ, EQ F10 B 27 17" CERAMIC TILE WAINSCOT BASE ONLY AT END COURSES - - - - - - ID 6.1 B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. OF FIELD TILE AREA I _......._..._ ................................ [ --.�- . B 29 6 VINYL BASE PER SCHEDULE ........................_....... ..._-.r. .........:................. ........._..._....................................._.........._ I - --------- - -- - - - --- +............. .....:............... ....._............._......._.........._ - -:z::::::::::x::..::.:..::.:::::.::::::.:::::::::.:::...:.:x:.::.::::::::::::-::x::::::::::[:: I O O O _0................-.......... B 30 4" VINYL BASE PER SCHEDULE .o ....................... o... -..............-o ....................... �_....._..._...-...-.-. _..+.... _---+--- ......................_........... O ....................... ............................... ,................. _........ CT _ I CT �000-- o77 ..................................:......:..:...-.....................................................................:..........•.-�...•......_:........._.......---.,._......................................................................................................:........,................................................................... .............................. MIN GROUT T BE WHITE qB:...................:........t...:--:................................... 4B I B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), G OU 0 Sanford,FL _. _ ....-_.._._.. _....-. - - ..... _..._...._..._._........................_:....................:..........i........._......-...................................... - _+- ._... _. _...._ i................... ............................................... ........ _ _. ... ...._ - - ITE T RAL DRAWINGS I 1 FULL COURSE .E..'... l�•....i....z.......�-• --;-�� -� ----- -- i-------------------------'---.- I 1 FULL COURSE A 32 LIGHT FIXTURE, REFER TO ARCH C U _ +_ _ . I .................................. ....... CORRIDOR...............................-..........:...........................__ __..__.... __. _-.-...,.........-....._...... , .................. ...:... O FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) AT CORNER. DO ; - - -- --- -�-----------�-- I AT CORNER. DO .............. ... ......... .. ...... . ......................................................:......... ..........................------------------_..._...._...................................................------------------..................................................................,.................................................................... _..._._....................................................... _........... _ ................. ..... NOT CUT_z:::::::::::[::::r::::�::::::j::A_ ;:_::[:::::::::::x:::::::::x: ::::::::::::::::c: NOT CUT v LOCATION OF FLAT SCREEN T.V, BY LA FITNESS. REFER TO ARCH. DWGS. o Q ................ A 33 t ..... -k h------------ _ O FOR MOUNTING DETAIL - -.. • _.._.. : -.__. :. .. __.._..;....... --------- _ -- --- _ ..._ t- :-r.- .__ - .._ v.__� u_-�- -..-_.-...-.---_._. - - -- ------ 77=1- _.. -- - B 34 DRINKING FOUNTAIN PROJECT ADDRESS: I - ........................................_.........................__._........_..........._...................................:.....:........-................:.._..:...................................................................Iv n Orlando Road :::::;::::x:::::::::_:::-;:::::r:::::::::,:::::::_:::::: r ......................................... Lake Mary Blvd and I................. _.. .................................:.....................:._._................................................_................................................. ;......................'................................... +... �........... x - - - � � ' � - -�- -'� "' ' "' "•�� - � B O PARTIAL HEIGHT WALL TILE, SEE ELEVATIONS AND DETAILS. , Sanford,FL I .._ .-..--�..............-- • � B FULL HEIGHT WALL TILE 36 ELEVATION 'A' 67 57 36 ELEVATION 'B' 24 3s ELEVATION 'C' 36 57 72 EWA CUT TILES TO OCCUR ELEVATION 'D' 24 36 B 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) ONLY AT END COURSES � — — — - OF FIELD TILE AREA1. 38 39 NOT USED General Notes MEN'S SHOWER ID 5.2 _ is The design shown on this drawing is the property of SDA, and 40 49 NOT USED is not to be used or disclosed, in whole or in part, except in B 1 accordance with a contact, licence or agreement in writing with SIM. SDA. SCALE: 1/4" =1' 0" NOTE: SEE ARCHITECTURAL DRAWINGS FOR LIGHT B 50 DRY GROOMING COUNTER BY HOLLMAN. ARCH TO COORD. POWER AS REQUIRED. 2. Do not scale If in doubt contact SDA. FIXTURE AND PLUMBING FIXTURE HORIZONTAL AND 3. Do not duplicate, SOLID SURFACE COUNTERTOP, INTEGRAL BOWL WHERE OCCURS BY MILLWORKER, 4. All dimensions are in inches unless noted otherwise. VERTICAL INSTALLATION DIMENSIONS. B 51 5. This drawing is produced for aesthetic Design Intent only, it is 0 UNLESS LAF VENDOR RANDAL HAS BEEN ENGAGED. based on limited information and generic dimensions, it should 52 NOT USED not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. P P B 53 MIRROR MOUNTED AT CENTERLINE OF SINK. WIDTH VARIES, SEE ELEVATIONS. 1D 1D B 54 LOCKERS BY HOLLMAN. SEE ELEVATIONS AND DETAILS. ISSUED FOR: B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. # DATE DESCRIPTION - B 56 CEDAR WOOD SAUNA PANELS BY G.C. OJ -01-1 % ISSUE FOR PERMIT I I I B 57 SCHLUTER COVE PROFILE AS SCHEDULED. SEE ID -5.2 AND ID -6.1. I I I I B 56 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. TOILET I SHOWER SHOWER TOILET I I I I B 59 WATER CLOSET C I I I I B 60 URINAL I I I I B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING I I HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. I I A 62 SOAP DISPENSER, G.C. INSTALLED Schroeder Architects r7i I .......................... ._.............. ........_._.................................,....................................................................................................................................... ARCHITECTURE :: INTERIORS iZ URBAN DESIGN T7 _. _. -__. _._. .. ..._._ . _.. _. _...._.._.. .. ...._........, __ _. _.. . .......... ... ..., ... .... _. _.,. _ _ _ --..._ .--- - --- -.--.. _ ..__.._ ._ _ _ _-_ _ _ ... _. __....._ ..----_-_-_ . _------ ____ _ A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR NE 27 F3 TYP @ 17" D9 D9 TYP. 17' B 64 URINAL PARTITION WHERE OCCURS, VERIFY W/ RCH PLANS. SUBMIT SELECTION. MPLES TO F06000005343 3118 l Shadow Avenue, 05 27 F3 , ID -6.1 WAINSCOT ID -5.2 ID -5.2 ID -6.1 WAINSCOT B 65 Atlanta, Georgia 30305 Tel. 404 733 2626 SDA FOR COLOR SELECTION. SA Q017 WOMEN'S CORRIDOR MEN'S CORRIDOR B 66 GRAB BAR. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND LOCATIONS PER LOCAL / STATE CODE AND A.D.A, REQUIREMENTS C 1 SCALE: -0" SCALE:11a" =1' 0° 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 @ V-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. 56 CEDAR BENCHES 56 CEDAR BENCHES 56 SEE ARCH. DWGS. 56 CEDAR BENCHES 56 SEE ARCH. DWGS.-- WGS. 56 56 CEDAR BENCHES 56 B 71 MAGNUSON GROUP WH02-A WALL RACK, MOUNT LOWEST SHELF AT 48" A.F.F. PER SAUNA MFR. PER SAUNA MFR. FOR ACCESSIBLE PER SAUNA MFR. FOR ACCESSIBLE PER SAUNA MFR. SPECS TYP. SPECS TYP. CONFIGURATION SPECS TYP. CONFIGURATION SPECS TYP. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. PAPER DI PENSE G.C. INSTALLED .. .,...3.. ....,.. .., ., .., 3 I A TOILETDISPENSER, R G 3 I O i, i 1'' I : t I ; '• is i i i i I ... ... A 74 PAPER TOWEL DISPENSER G.C. INSTALLED : „ „ 18 X 66 MIRROR MOUNTED ON 24 X 72 PLYWD PANEL, WOMEN'S LOCKER ONLY i �, I {.....:. 75 is .. .: .., ... ..,.. .., I,.., .., .., .. ... I ..i I RNA HAS EENEN AGED. YWD PANEL G.C. INSTALLED UNLESS LAF VENDOR ADL S B G I � / O , I I i E i i , . .. ...... ..... ... .... ... .., NOT USED i � 76 79 1 3 f 1 I 1 i i I OO 1 I: i is 3: I 1 I! 3 i I f; D O I I , I: , �; I - ELEVATION'A' ELEVATION'S' ELEVATION'C' ELEVATION'D' ELEVATION'A' ELEVATION'S' ELEVATION'C' ELEVATION'D' WOMEN'S DRY SAUNA NOTE: SAUNA ELEVATIONS FOR FINISH REFERENCE MEN'S DRY SAUNA NOTE: SAUNA ELEVATIONS FOR FINISH REFERENCE SOF-FSO ONLY. VERIFY BENCH PROFILE AND CEDAR PANEL ONLY. VERIFY BENCH PROFILE AND CEDAR PANEL D 1 SCALE: -0" SCALE: 114 -1-0 DIRECTION WITH VENDOR. " _ 1 „ DIRECTION WITH VENDOR. SCNRO'4'0 �. AR0016346 • 4fi T A B 0 C; D E IF 3 0 4 0 5 0 153 0 7 8 9 10 0 11 0 12 SCALE: 3/8" 11-0" LP -10 SS -47 SOLID SURFACE RIGHT SIDE ELEVATION SCALE: 3/8" 11-0" LEFT SIDE ELEVATION SCALE: 3/8" 1'-0" SCALE: 3/8" 11-101" 131-3" CLEAR ANODIZED ALUM FRAME BY MILLWORKER D-4.0.2 [2 �7 FEATURE WALL ELEV I SECTION FABRICATION NOTES: LP -10 CB -A MERGENCY PHONE: ELECTRICIAN TO INSTALL A FINISH TOP SURFACE AT CLUBS 50-9" SHELF KEY LOCK FOR EACH DOOR BOOKS, BINDERS AND OPERATION MANUALS. PERMANENT HORIZ. SINGLE GANG ELECTRICAL BOX 81' 4'-5" SS WIRE MANAGEMENT PLASTIC LAMINATE i WITH FLUSH MOUNT FACE PLATE AND A CONDUIT FROM EASED EDGE TRAY, TYP. EACH SIDE 4" DEEP TOP PULL DRAWER TOOLS, TV REMOTES. KEYS, MEDICINE CABINET AND LOST THE SINGLE GANG JUNCTION BOX TO THE JUNCTION ADJUSTABLE INTERMEDIATE SHELF &FOUND EQ. EQ., il BOX BELOW THE DESK. to LP -5 MILANO CB -E INTERMEDIATE SHELF WITH 1 LIP ACROSS VOLLEYBALLS AND BASKETBALLS QUARRIED STAR (CUSTOM W101 FLECK) FRONT RESIN ACCENT PANEL c) ADJUSTABLE INTERMEDIATE SHELF LA FITNESS MEMBERSHIP ID BLANKS GLASS ACCENT PANEL '--LED COVE LIGHTING CB -G VERTICAL MID DIVIDER PAPER & PRINTER SUPPLIES, OFFICE SUPPLIES, SHIPPING I j BY MILLWORKER ADJUSTABLE INTERMEDIATE SHELF CLEANING SUPPLIES, BASKETBALL NETS, PUMP, BOLT CUTTERS z z 2 1 1z z LUA MDF SEALED WITH SOLVENT co W M LIGHTING ART CD PAINT BY MILLWORKER. = LOCATIONoF P-07 b GC TO PRIME SURFACE LP -5 OUTLETS INSIDE CABINET, RECEIVING ART. ANY JOINTS IN LP - 5 LP -7 4" BASE AT ALL PLAM SURFACES SEE ELEC. DWGS. LP -7 MDF TO BE FILLED, TAPED AND SCALE: 3/8" 11-101" 131-3" CLEAR ANODIZED ALUM FRAME BY MILLWORKER D-4.0.2 [2 �7 FEATURE WALL ELEV I SECTION SCALE: 3/8" =1'-0" 12 3 0 LP -10 F LP -77 Bel 4,-5" 80. ��-LED COVE LIGTHING BY MILLWORKER F -LED -3 - - - - - - - - - - +36" - - - - - - - r P7 NTE 0 1 I Fll� I L -t2j4_ b ID -4.0.1 L _ 2 ; CONCEALED LIGHTING LOCATION AT SIGNAGE LEDGE BY MILLWORKER. 2'-15" -4# L FLED -1 z 40 ' ! + rc 41-� E1Afl: Q -E o ID -4.0.1 Uj UJ L +34' LM z Cn :3 Uj 0 7-8" 48 r I - - n I i N .-,�.�-.,a.-, 1 1+36 q( �: 1 0 +5U" . ... .... ... ... ... ... ...0 -j Ta ---------- �-4 ----------------------- L 11 164' 3'-0" �T' 19'-6" CONCEALED LIGHTING LOCATION TO WRAP AT CORNER OF DESK F9 Al RECEPTION DESK PLAN V-01 SCALE: 1/4" 1'-0" UPPER SURFACE w GROMMET, TYP.--f--- UJ \� LIGHTING OVERRIDE SWITCHES, RE: EMS AND ELECTRICAL DRAWINGS I z: I THERMOSTAT---It-'P- 4- L ILL GROMMET, TYP. RECEPTION DESK PLAN SCALE: 1/4" 1'-0" WORK SURFACE POWER & DK FROM SLAB MIN. 36" CLEAR H.C. ACCESS .... ............ ........ z TOR POLE PROVIDED (n ,F - 7 3/4" FROM i OF 1 : Z9 IT TO WALL I I- ui LU Z mo=o Uj I I IIVILI%WLIIVI I I IVII". "L"VIINIVIMIM IV II1VIMLLnFIINIVIr%I1LI11IIVFNI[-. 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. RECEPTION DESK PLAN SCALE: 1/4" =1'-0" PLAN SECTION CUT BELOW WORK SURFACE 5 6 CENTERED INSIDE CABINETS, TYP. CABINET FABRICATION NOTES: LP -10 CB -A 4" DEEP TOP PULL DRAWER ADJUSTABLE INTERMEDIATE FINISH TOP SURFACE AT CLUBS 50-9" SHELF KEY LOCK FOR EACH DOOR BOOKS, BINDERS AND OPERATION MANUALS. WHERE TOP IS VISIBLE. 81' 4'-5" 81. 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 I LIP ACROSS FREE WEIGHTS to FRONT MILANO CB -E INTERMEDIATE SHELF WITH 1 LIP ACROSS VOLLEYBALLS AND BASKETBALLS QUARRIED STAR (CUSTOM W101 FLECK) FRONT RESIN ACCENT PANEL 4 ADJUSTABLE INTERMEDIATE SHELF LA FITNESS MEMBERSHIP ID BLANKS GLASS ACCENT PANEL '--LED COVE LIGHTING CB -G VERTICAL MID DIVIDER PAPER & PRINTER SUPPLIES, OFFICE SUPPLIES, SHIPPING SUPPLIES, AND BUSINESS CARDS BY MILLWORKER ADJUSTABLE INTERMEDIATE SHELF CLEANING SUPPLIES, BASKETBALL NETS, PUMP, BOLT CUTTERS AND WORKSTATION "C" PC UNIT MDF SEALED WITH SOLVENT M BASED WHITE LACQUER ART PAINT BY MILLWORKER. GRAPHIC P-07 b GC TO PRIME SURFACE RECEIVING ART. ANY JOINTS IN MDF TO BE FILLED, TAPED AND :J FLOATED TO LEVEL 5 FINISH. LP -10 SCALE: 3/8" =1'-0" 12 3 0 LP -10 F LP -77 Bel 4,-5" 80. ��-LED COVE LIGTHING BY MILLWORKER F -LED -3 - - - - - - - - - - +36" - - - - - - - r P7 NTE 0 1 I Fll� I L -t2j4_ b ID -4.0.1 L _ 2 ; CONCEALED LIGHTING LOCATION AT SIGNAGE LEDGE BY MILLWORKER. 2'-15" -4# L FLED -1 z 40 ' ! + rc 41-� E1Afl: Q -E o ID -4.0.1 Uj UJ L +34' LM z Cn :3 Uj 0 7-8" 48 r I - - n I i N .-,�.�-.,a.-, 1 1+36 q( �: 1 0 +5U" . ... .... ... ... ... ... ...0 -j Ta ---------- �-4 ----------------------- L 11 164' 3'-0" �T' 19'-6" CONCEALED LIGHTING LOCATION TO WRAP AT CORNER OF DESK F9 Al RECEPTION DESK PLAN V-01 SCALE: 1/4" 1'-0" UPPER SURFACE w GROMMET, TYP.--f--- UJ \� LIGHTING OVERRIDE SWITCHES, RE: EMS AND ELECTRICAL DRAWINGS I z: I THERMOSTAT---It-'P- 4- L ILL GROMMET, TYP. RECEPTION DESK PLAN SCALE: 1/4" 1'-0" WORK SURFACE POWER & DK FROM SLAB MIN. 36" CLEAR H.C. ACCESS .... ............ ........ z TOR POLE PROVIDED (n ,F - 7 3/4" FROM i OF 1 : Z9 IT TO WALL I I- ui LU Z mo=o Uj I I IIVILI%WLIIVI I I IVII". "L"VIINIVIMIM IV II1VIMLLnFIINIVIr%I1LI11IIVFNI[-. 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. RECEPTION DESK PLAN SCALE: 1/4" =1'-0" PLAN SECTION CUT BELOW WORK SURFACE 5 6 CENTERED INSIDE CABINETS, TYP. 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 I LIP ACROSS FREE WEIGHTS PLASTIC LAMINATE FRONT MILANO CB -E INTERMEDIATE SHELF WITH 1 LIP ACROSS VOLLEYBALLS AND BASKETBALLS QUARRIED STAR (CUSTOM W101 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 W101 FLECK) APA 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 TRESCO L-LED-FLXTPE-WRHO-1 L-DC-ELT60-CON I L-LED-TPEPKT-2M AT MILLWORK OVERHANGS AND RECESSES TRESCO L-LED-FLXTPE-CRHO-1 L-DC-ELT60-CON / L-LED-TPEPKT-2M AT BASE OF ACRYLIC PANELS F -LED -3 TRESCO L-LED-AGLPR-1 01 6WAL-1 I 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 51-91, 13'-3" WHERE TOP IS VISIBLE. # 8" 4'-5" CLEAR ANODIZED ALUM. FRAME BY MILLWORKER B5 �ff 2 IT ;a F -LED -37 LED COVE LIGHTING-,"':.' BY MILLWORKER '-�ART MDF SEALED WITH SOLVENT_-, GRAPHIC BASED WHITE LACQUER Ito 177c:1 PAINT BY MILLWORKER. X -L P-47 GC TO PRIME SURFACE' RECEIVING ART. ANY JOINTS IN R AND DATA MDF TO BE FILLED, TAPED AND OUTLETS TO BE LOCATED ON SIDE WALLS 17 - FLOATED TO LEVEL 5 FINISH. P 7 RINTER! Ar r DRAWERS AND W!I I :: !; .r (: :•;I; :, I: DOORS, TYP LOCKABLE NUMBER TAG, TYP LP -5 SIDE FRAME TO RUN LONG AND ANCHOR INTO ABIN LP -7 SIDE BELOW, PRIOR TO SS -4 SETTING DIEWALL. SALES SIDE ELEVATION SCALE: 3/8" 1'-0" LIUM I Iffli LED -1 LOCATION CROSS SECTION ItVai SCALE: 318"=1'-0" 9 OUTLETS INSIDE CABINET, SEE ELEC. DWGS. WIRE MANAGEMENT TRAY Z; 12" 22 L 9 4-1 ----31 r z z 0 LU 4k LP -5 FSS -4 �P-7 LP 5 EASED EDGE 4" BASE AT ALL PLAM SURFACES I BRANDING I STRATEGY I DESIGN I 3161 MICHELSON DR' STE. 420 IRVINE, TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: IL L% IF D 7 H rR 20 Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL Aad �000 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 Schroeder Architects ARCHITECTURE is INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta. Georgia 30305 Tel. 404 733 2626 SAGO17 '04 s. SCHRot A ROO 16346 0 1I DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: RECEPTION DESK MILLWORK DETAILS SHEET NUMBER: ID�40001 0 A 0 B 0 C 0 D 4 0 E 0 F 1 0 2 0 3 0 4 0 5 0 6 7 8 0 9 0 10 11 12 iKENWMII f. it _ 1 RECEPTIO SCALE: 1" =1'-0" SCALE: 1" =14" 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 4IIIIIIIII0=I10® 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: 1/2" =1'-0" @ RECEPTION BACKWALL Qnl In QI IDCAr`C rnl IAITCD Tno %All MONITOR POLE DETAIL SCALE: 11/2" =1'-0" SCALE: 1" =1'-0" CB -E AT LI AT L r'rCC-VPCILLCV nVLCO IIV VLMJJ AT POINTS OF CONNECTION B5 SIGNAGE/LOGO - REAR LINEARITY FINISH PLASTIC SOLID SURFACE _ 19" FLAT SCREEN LCD 1" POWDER COAT POST, FINISH: BRUSHED COUNTER TOP W/ SILVER METALLIC, WI CONT. SEGMENTED TOP LAMINATE (LP -5) BUILT-UP EASED EDGE BY LA FITNESS AND LINEARITY FINISH PLASTIC (SS -4), TYP. BUILT-UP EASED EDGI LAMINATE (LP -5) (SS -4) - POLE MOUNT TO BE SOLID SURFACE COUNTER TOP W/ ATTACHED WITH (4) 2" #12 PLASTIC BUILT-UP BULLNOSE EDGE (SS4) LAMINATE (LP 5) AND CENTER THRU BOLT BLACK PLASTIC 2" DIA. GROMMET 114" TOP PLATE FOR FLUSH MOUNT FACE PLATE AND A CONDUIT BELOW MOUNTING POST TO BOTTOM SOLID SURFACE COUNTER TOP WI OF TRANSACTION LEDGE I BUILT-UP BULLNOSE EDGE (SS4) BUILT-UP EASED EDGE 1" POWDER COAT POST, FINISH: THE JUNCTION BOX BELOW THE DESK. _ 2" 0 CABLE ACCESS BRUSHED SILVER METALLIC, W/ HOLE w/GROMMET CAP AND CENTER THRU BOLT WITH CONT. SEGMENTED TOP PLATE _ J -BOXES w/ CONDUIT FOR POWER & DATA OUTLET _ JUNCTION BOX FOR DATA BOTTOM OF POST q CONCEALED FROM PLAIN CAPTURED IN WALL Cl) 4" TAB PULL, FINISH: BRUSHED LINEARITY FINISH PLASTIC STAINLESS STEEL LAMINATE (LP -5) Ln in � N MATTE FINISH PLASTIC LAMINATE FACE (LP -5) LINEARITY FINISH PLASTIC CONCEALED LED LIGHT LAMINATE FACE (LP 5) LED 1 BY MILLWORKER SOLID SURFACE COUNTER TOP WI 4" PLASTIC LAMINATE BASE (LP -7) 4" 6 SOLID SURFACE COUNTER TOP W/ ca C B -G ID -4.0.2 @ PRINTER BUILT-UP EASED EDGE (SS4) Qnl In QI IDCAr`C rnl IAITCD Tno %All MONITOR POLE DETAIL SCALE: 11/2" =1'-0" SCALE: 1" =1'-0" CB -E AT LI AT L r'rCC-VPCILLCV nVLCO IIV VLMJJ AT POINTS OF CONNECTION B5 SIGNAGE/LOGO - REAR SOLID SURFACE COUNTER TOP WI ID a.o.z SCALE: 1/2" =1'-0" @ RECEPTION BACKWALL _ 19" FLAT SCREEN LCD 1" POWDER COAT POST, FINISH: BRUSHED MONITOR WITH METAL SILVER METALLIC, WI CONT. SEGMENTED TOP MONITOR POLE PROVIDED SOLID SURFACE — BY LA FITNESS AND COUNTER TOP w/ INSTALLED BY GC BUILT-UP EASED EDGI (SS -4) - POLE MOUNT TO BE LINEARITY FINISH— ATTACHED WITH (4) 2" #12 PLASTIC WOOD SCREWS ABOVE LAMINATE (LP 5) AND CENTER THRU BOLT WITH WASHER AND NUT FLUSH MOUNT FACE PLATE AND A CONDUIT BELOW POLE MOUNT TO BE ATTACHED WITH 2x4 BLOCKING BEYON _ SOLID SURFACE I COUNTER TOP W/ BUILT-UP EASED EDGE (SS -4) THE JUNCTION BOX BELOW THE DESK. _ 2" 0 CABLE ACCESS POWER OUTLET — HOLE w/GROMMET CAP AND CENTER THRU BOLT WITH _ 4"x4" BLOCK OUT FOR WIRE MANAGEMENT DATA OUTLET _ JUNCTION BOX FOR PLASTIC 2" DIA. GROMMET POWER & DATA TO BE CONCEALED FROM PLAIN I VIEW, MOUNT AS HIGH '- AS POSSIBLE LPRI DVI 1 JVIIVI MI VLM00 SEAMS ELEVATION DETAIL SCALE: 3" =1'-0" SOLID SURFACE COUNTER TOP W/ SOLID SURFACE COUNTER TOP WI BUILT-UP EASED EDGE (SS4) BUILT-UP EASED EDGE (SS4) 1" POWDER COAT POST, FINISH: BRUSHED 1" POWDER COAT POST, FINISH: BRUSHED SILVER METALLIC, WI CONT. SEGMENTED TOP SILVER METALLIC, W/ CONT. SEGMENTED TOP PLATE C4 PLATE 19" FLAT SCREEN LCD MONITOR WITH ID 4.0.2 19" FLAT SCREEN LCD MONITOR WITH METAL MONITOR POLE PROVIDED BY LA FITNESS AND INSTALLED BY GC (BEYOND) METAL MONITOR POLE PROVIDED BY LA FITNESS AND INSTALLED BY GC ELECTRICIAN TO INSTALL A PERMANENT 11-0" HORIZ. SINGLE GANG ELECTRICAL BOX WITH FLUSH MOUNT FACE PLATE AND A CONDUIT POLE MOUNT TO BE ATTACHED WITH FROM THE SINGLE GANG JUNCTION BOX TO I (4) 2" #12 WOOD SCREWS ABOVE THE JUNCTION BOX BELOW THE DESK. • AND CENTER THRU BOLT WITH redBLACK PLASTIC 2" DIA. GROMMET /2" 1/2" 1 I WASHER AND NUT BELOW '- to21 � SOLID SURFACE COUNTER TOP WI 6 SOLID SURFACE COUNTER TOP W/ BUILT-UP EASED EDGE (SS4) 4" " 3 3/ BUILT-UP EASED EDGE (SS -4) - 1'_81/4" 4' TAB PULL, FINISH: BRUSHED - - - - - - � STAINLESS STEEL 4"4' BLOCK OUT FOR " KEY LOCK, FINISH: BRUSHED WIRE MANAGEMENT BEYOND I STAINLESS STEEL ti 4" TAB PULL, FINISH: BRUSHED STAINLESS STEEL 1 2" 0 CABLE ACCESS HOLE 1-8 KEY LOCK, FINISH: BRUSHED STAINLESS STEEL w/GROMMET CAP J -BOXES w/ CONDUIT FOR POWER, DATA ._._ 4'W" BLOCK OUT FOR 6" ; AND TELEPHONE. � 6" 97/81' 1' 61/8" c WIRE MANAGEMENT c LED -1 M LED -1 1 2-4 JUNCTION BOX FOR POWER & DATA M M M _ 12"x4" BLACK MESH LOUVERS Kms, M TO BE CONCEALED FROM PLAIN VIEW, CD Cl)(TWO ON EACH SIDE) c "' MOUNT AS HIGH AS POSSIBLE • LINEARITY FINISH PLASTIC N LINEARITY FINISH PLASTIC LAMINATE CABINET DOORS (LP -5) LAMINATE (LP -5) LINEARITY FINISH PLASTIC LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) LAMINATE (LP -5) 4" PLASTIC LAMINATE BASE (LP 7) `v 4" PLASTIC LAMINATE BASE (LP -7) 1.. 4„ 71 RECEPTION SECTION CB -B I1)4.10.2 SCALE: 1" =1'-0" 1 0 2 0 " RECEPTION SECTION 4" RECEPTION SECTION SCALE: 1" =1'-0" @ OM WORKSTATION SS CLEAR ANODIZED ALUM. FRAME BY MILLWORKER SOLID SURFACE COUNTER TOP W/ BUILT-UP EASED EDGE (SS4) 1" POWDER COAT POST, FINISH: BRUSHED SILVER METALLIC, WI CONT. SEGMENTED TOP PLATE LINEARITY FINISH PLASTIC LAMINATE (LP -5) 2'-4" to SOLID SURFACE COUNTER TOP W/ BUILT-UP EASED EDGE (SS4) `v " 4" TAB PULL, FINISH: BRUSHED V-811 ° STAINLESS STEEL e ° q tV � LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) 4" PLASTIC LAMINATE BASE (LP -7) F6 RECEPTION SECTION81 CB -C YEI CLEAR ANODIZED ALUM. FRAME BY MILLWORKER v� . V OF CONNECTION v SIGNAGE/LOGO - FRONT SCALE: 1/2" =1'-0" @ RECEPTION BACKWALL LED COVE LIGHTING BY LED -3 MILLWORKER MDF SEALED WITH SOLVENT - BASED WHITE LACQUER PAINT BY MILLWORKER. P-47 GC TO PRIME SURFACE RECEIVING ART. ANY JOINTS IN MDF TO BE FILLED, TAPED AND FLOATED TO LEVEL 5 FINISH. SALES STORAGE @ RECEPTION BACKWALL SCALE: 1"=1'-0" STORAGE CABINET �'r 'A' FILE DRAWERS SALES STORAGE @ RECEPTION BACKWALL SCALE: 1"=1'-0" FILE CABINET 3" 3" 1, 6" 2'_6" SOLID SURFACE COUNTER TOP W/ BUILT-UP EASED EDGE (SS -4) — 2° '-' - 4" TAB PULL, FINISH: BRUSHED `_" STAINLESS STEEL 4"x4" BLOCK OUT FOR WIRE MANAGEMENT b J -BOXES w/ CONDUIT FOR 6" POWER & DATA N LED -1 � M 0 NV O CV C e e � MATTE FINISH PLASTIC LAMINATE CABINET DOORS (LP -5) MATTE FINISH PLASTIC LAMINATE FACE (LP -5) LOCATION AT IGNAGF RY MIL WORKER MDF SEALED WITH SOLVENT BASED WHITE LACQUER PAINT BY MILLWORKER. P-47 GC TO PRIME SURFACE RECEIVING ART. ANY JOINTS IN MDF TO BE FILLED, TAPED AND FLOATED TO LEVEL 5 FINISH. SOLID SURFACE COUNTER TOP WI BUILT-UP EASED EDGE (SS4) 1" POWDER COAT POST, FINISH: BRUSHED SILVER METALLIC, WI CONT. SEGMENTED TOP PLATE LINEARITY FINISH PLASTIC LAMINATE (LP -5) ib SOLID SURFACE COUNTER TOP WI BUILT-UP EASED EDGE (SS4) LINEARITY FINISH PLASTIC 2'-4" � LAMINATE FACE (LP -5) " 4" TAB PULL, FINISH: BRUSHED STAINLESS STEEL 4"x4" BLOCK OUT FOR WIRE ti e MANAGEMENT J -BOXES wl CONDUIT FOR POWER & ° DATA CV CD 17 ° e CV ° LINEARITY FINISH PLASTIC e LAMINATE CABINET DOORS (LP -5) e LINEARITY FINISH PLASTIC LAMINATE FACE (LP -5) 44" PLASTIC LAMINATE BASE (LP -7) 4" PLASTIC LAMINATE BASE (LP -7) Al 1" 4" F9 RECEPTION SECTION@ CB -A, CB -F 1 „ 4" RECEPTION SECTION @ CB -H ID 4.0.2 SCALE: 1"=l' -O" @FRONT COUNTER ID 4.0.2 SCALE: 1"=l' -O" ID 4.0.2 SCALE: 1"=l' -O" @ACCESSIBLE COUNTER ID -4.0.2 SCALE: V= 1'-0" @ OM WORKSTATION 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 a 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 WWW.SDAPARTNERSHIPUSA.COM PROJECT NAME: 'Aga ce 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 Schroeder Architects ARCHITECTURE _= INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA GO17 of -FL OCo 'Qi ' E. SCHR OP�\�OFG� ., �. ARQ016346 sr, -E DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: RECEPTION DESK MILLWORK SHEET NUMBER: ID�40002 Mod 0 B 0 C ED ° E F I 7 14 A A 7 8 0 1:7 10 11 0 12 1 Z 3 4 5 n1 ° 7 0 s ° 10 11 ° ICA I BRANDING I STRATEGY I DESIGN I 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPLISA.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 stole 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 Schroeder Architects ARCHITECTURE it INTERIORS == URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 PSE OF FL OA It �,� E. SCHR AR0016346 c' isr� E DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: SALES / SOCIAL MILLWORK D7 -A /D7 --B 6" „ I I I L_ AP -1 1" THICK RESIN PANEL iia REMOVABLE LID TO SIT FLUSH AT LOW PARTITION AND CONCEAL MOUNTING AND LED LIGHT CONCEALED LED LIGHT AT RESIN PANEL BY MILLWORKER LED -2 LP -5 POWER & DATA STUB -IN FROM SLAB ON GRADE SUPPORT FOR SALES DESK WHERE OCCURS f LP•7 AT FLOATING BASE I 0; I I El U L�j I (B7 SALES / PT PARTITION SECTION F4 SCALE. 1 -1- 0 1/2' 1 2 0 2" MIN. 2'-0" FROM WALL END PREPARE GYP. BD. WALL PER SPECIFICATIONS TO RECEIVE ART SS 4 SS -4 ss -a • WHITE MELAMINE • INTERIOR • • OVER 3/4" PART. BD. ooe Q• �o°• °� LP•5 00 „ = o WHITE MELAMINE • ADJUSTABLE SHELF LP -7 _ M 3" 'A' STOR. CABINET ■ 2" MIN. 2'-0" FROM WALL END PREPARE GYP. BD. WALL PER SPECIFICATIONS TO RECEIVE ART SS -4 � SS -4 TWO FILE DRAWERS WITH REMOVABLE PENCIL TRAY LP 5 FOR EACH, PROVIDE METALS ----- RUNNER FOR PENCIL TRAY TO SLIDE FREELY ABOVE o00 , N N FILES. O• ooe O WHITE MELAMINE INTERIOR LP -5 OVER 3/4" PART. BD. LP -7 NOTE: LOCKABLE FILES AND 3" 'B' FILE DRAWERS CABINETS. EACH FILE TO HAVE SEPERATE KEYS (2 ADDITIONAL SETS.) SALES AREA PLAN �'L�8�TORAGE SHED D Dq 0 1/2' 1' 2' STAINLESS STEELUFINISH. " SCALE: 1/2" =1' 0" 0 1' 2' 4' 2" 4'-5" 2" B7 1'-0 3/4" 4_g„ LAMINATE PARTITION WITH A 9 CONCEALED LED ILLUMINATED 2” j, 4'-5" 2" AP -1 LED -2 RESIN PANEL 1 2" 0 CABLE ACCESS LED -2 HOLE WGROMMET CAP ACCESS PANEL LOCATION CONCEALED LED LIGHT AT 2'16 ' RESIN PANEL BY MILLWORKER INTERIOR OF WALL IS 41/2" OLE MOUNT TO BE ATTACHED '----- ' — LP -5 EQ. EQ. KEEP STUB UP LOCATIONS IN LINE WITHIN 4-1/2" WIDTH WITH (4) 2" #12 WOOD SCREWS Q, ABOVE AND CENTER THRU BOLT - -- -- -- - -- -- SALES DESK BEYOND P. LAM. WORKSURFACE O°�e'o `, WITH WASHER AND NUT BELOW c LP -5 LP -5 18"W X 10"H ACCESS PANEL, STRINGER BELOW • �' r, I TYP AT INSIDE FACE OF EACH ACCESS PANEL LOCATION M ` F__— — PARTITION ; / ` EQ. EQ. LP -7 L UU _ —._ 1/2 FLOATING BASE ::: ::::-:'-. - k-i::::i::::: :� .:::::::::::::: ::::::::::::::._:::: .:_:::::: - :... .::::::::::::: i::::....:::::::::::::::::::::v:::::::::: - 4 I; it I I I ELEV B LAMINATE PARTITION WITH ED 3"x6"CUTOUT FOR MONITOR I - AP CONCEALED LED ILLUMINATED RESIN PANEL \ -_ ..- -- . _ _- ;:: POLE BOLT & GROMMET -� I ACCESS EMPLOYEE SIDE -...I -1 LED -2 o> _ .. _ . 6'-0" 6„ 6:_0,: 6:: 30" X 48" KNEE CLEARANCE I le I - F1 -A / / ONLY j' ! ;; CABLE RACEWAY AP-1AP-1 LED -2 M 111 /It LED -2 LED -2 " EMPLOYEE SIDE ONLY 2" 01 CABLE ACCESS HOLE 1'-0 3/4" 1'-0 3/4" 9 - PHONE o N M 'KNEE P. LAM MODESTY PANEL, LP 5 4 3/4" 4" WGROMMETCAP CLIENT LOCATION Oveaa• `° EMPLOYEE LOCATION CLEARANCE 6:: \ L LP -5'i LP -5 T; �I SECTION 'A' :,� ACCESS PANEL LOCATIO Nl� h �a I s I ,,.aI::.Yj-.'qrj;;,,-, l i Cl) �� C! M POWER STRIP LOCATION N LAMINATE PARTITION WITH ON EMPLOYEE SIDE ONLY 4 /4" 4" 4" 4 3 �' CONCEALED LED ILLUMINATED 19" LED -2 RESIN PANEL Y_*F1-B , ELEV 'A' 3" X 6" CUT-OUT IN—/RECESSED J -BOX FOR DATA @ STRINGER BELOW ON LP 5 EMPLOYEE SIDE ONLY EMPLOYEE SIDE ONLY DOUBLE DUPLEX W/ USB CHARGER 0 EMPLOYEE SIDE ONLY SALED ELEVATIONS SALES DESK PLAN SALES / PERSONAL TRAINING DESK SECTION DESK F1SCALE: �� F7 1/2" =1'-0 0 it 2 4 SCALE: 1/2 0 =1- 0 1. 2 4 SCALE. 1-1/2"= V-10 0 4 81, 16 NOTE: SEE ID -4:0:1 FOR LED SPECS NOTE: SEE ID -4.0:1 FOR LED SPECS 1 Z 3 4 5 n1 ° 7 0 s ° 10 11 ° ICA I BRANDING I STRATEGY I DESIGN I 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPLISA.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 stole 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 Schroeder Architects ARCHITECTURE it INTERIORS == URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 PSE OF FL OA It �,� E. SCHR AR0016346 c' isr� E DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: SALES / SOCIAL MILLWORK SHEET NUMBER: A B C D E F 1 0 2 3 4 0 5 0 6 7 0 8 0 9 10 11 12 1" RESIN PANEL CONCEALED LED LIGHT BY MILLWORKER, TYP. EA. SIDE 191-011 4. 21-911 131-611 011 21-911 1__F_LP__10_1 RESIN PANEL CONCEALED LED LIGHT BY RAII I 1A1r)PI(;:P TYP PA qin WOOD GRAIN LAMINATE SOCIAL SIDE LP -77 SOLID LAMINATE WSOCIAL WALL ELEVATION Bil ' 1. SCALE: 1/2"= V-101" 0 2' 4' 1 1 NOTE: SEE ID -4.0.1 FOR LED SPECS END PANEL 191-011 4 21-911 131-611 21-911 MDF SEALED WITH SOLVENT BASED WHITE LACQUER PAINT BY MILLWORKER. P-47 /B7GC TO PRIME SURFACE RECEIVING ART. rD 7_'� 1" RESIN PANEL AP -1 ANY JOINTS IN MDF TO BE FILLED, TAPED �A. 2 SIM. AND FLOATED TO LEVEL 5 FINISH. LACQUER U R I GC To PRIME ANY JOINT AND FLOATED LED LIGHT BY LED -2 MILLWORKER, TYP. EA. SIDE ART o ....,. i .... GRAPHIC LED -1 I II M� M OPEN AREA SIDE OPE��NAREA ELEVATION =���EA �ELEN�All��� Dil P 0 1. z SCALE: 1/2"= 1'-0" 0 2' 4' NOTE: SEE ID -4.0.1 FOR LED SPECS T-01 /8" E AP -1 11"RESIN PANEL CONCEALED LED LIGHT BY MILLWORKER, TYP. EA. SIDE zo CONCEALED LED LIGHT BY MILLWORKER, TYP. ALL SIDES AT RECESS C:0 LE LP -5 WOOD GRAIN LAMINATE LP LP -7 SOLID LAMINATE FLOOR PLANA' 3" 3" 3'-0" SS -5 SS -5 IF EASED EDGE EASED EDGE LP -5 STRINGER NN M lit 1 I I I P H 4 GLIDES, TYP. EACH SIDE it it it it I' FRONT ELEVATIONS' SIDE ELEVATION'C' BAR TABLE DETAILS - BY MILLWORKER SCALE: 1"= 1'-0" 0 1/2' 1. 2' 1 2 3 4 0 5 6 POWER & DATA STUB -IN FROM SLAB ON GRADE - - - - - - - - - - - - - - - - � � e I 1 I I F' I I ( � -------------- Ril SOCIAL AREA PLAN C7SCALE: 1/2"=1'-0" 0 1 2' 4' D7 FRAME DETAIL SPEC: SCALE: 3" =1'-0" 0 2" 4" P INCH CLEAT IF ADDITIONAL REINFORCEMENT IS REQUIRED) 11/2" PROJECT # SS -5 EASED EDGE SHEET TITLE: SOCIAL / PT MILLWORK SCHEDULE FOR FINISHES AT 1 02 4" PLASTIC LAMINATE BASE SECTIONS' CNI 41-0" 3'-9" T-6" !ir ELEVATION 'A' OCCASIONAL TABLE DETAILS - BY MILLWORKER SCALE: 1-1/2" =1'-0" 0 4" 811 16" 7 0 8 _LP -10 HIC LP -10 L8"/j,� 1/2" SS -5 LP -5 I LP -7 I I LP -10 11 BACK AND SEAT CUSHIONS FIXED SPEC: TO MILLWORK USING VELCRO (OR MAHARAM: WRAP 466231, COLOR: 006 CITRUS P INCH CLEAT IF ADDITIONAL REINFORCEMENT IS REQUIRED) 3/4 4 " PROJECT # SCALE: AS NOTED SEE UPHOLSTERY SHEET TITLE: SOCIAL / PT MILLWORK SCHEDULE FOR FINISHES AT 1 02 SEAT AND BACK CUSHIONS CNI r CIO, 3" CO CO LO LP -5 !6 LP -7 END PANEL BEYOND SECTION I I ------- [ LP -10 ------------ TO WRAP AT INSIDE FACE (1/2') OF FRAME. MDF SEALED WITH SOLVENT BASED WHITE LACQUER PAINT BY MILLWORKER. 5. 7—E:�:] ' GC TO PRIME SURFACE RECEIVING ART. ANY JOINTS IN MDF TO BE FILLED, TAPED AND FLOATED TO LEVEL 5 FINISH. CONCEALED LED LIGHT, TYP. AT BOTH SIDES AND BOTTOM EDGE BY MILLWORKER AT LIGHT REVEAL F 4" 4 LP -5 BO STUB -UP LOCATION - ROUTE CONDUITS THRU 11/2" VOID AT LOW PARTITION LP -7 UPHOLSTERY SCHEDULE: SPEC: SOCIAL BENCH: BACK CUSHION MAHARAM: WRAP 466231, COLOR: 006 CITRUS SOCIAL BENCH: SEAT CUSTION MAHARAM: STATURE 466180, COLOR: 015 BURNISHED NOTE: BENCH UPHOLSTERY BY MILLWORKER. USE COMMERCIAL GRADE UPHOLSTERY FOAM AT SEAT AND BACK CUSHION BENCH SECTION I ' ' - - - NOTE: SEE ID -4.0.1 FOR LED SPECS 0 10 11 0 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: AA ce� C�QOC�O`��]C����� 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 Schroeder Architects ARCHITECTURE is INTERIORS 38 URBAN DESIGN F06000005343 3118 E Shadow Avenue. NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 go 152, S. SCHRO,�cc, O AROO 16346 DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: SOCIAL / PT MILLWORK SHEET NUMBER: I D�4m 1 02 A B 0 C ° D ° E ° F 1 0 2 3 ° 4 ° 5 ° 6 ° 7 ° 8 0 9 ° 10 11 ° 12 NOTE: SCREW THROUGH REVEAL TO DRYWALL, 8'-0" THEN FINISH WITH 1' 4" SILICON AT'U' CHANNEL 1'.4" 5'-4" IN FIELD. D16 'U' CHANNEL INSERTED AT EACH REVEAL, FINISH: MILL. LP -5 PLAM BACKBOARD WITH ROUTED 12" REVEALS. MOUNTED TO DRYWALL POWER AND DATA. COORD. W/ ARCH. AND ELEC. PLANS. CUT OUT AT PANEL FOR 3" ACCESS TO POWER / Lu DATA BY MILLWORKER. VERIFY LOCATION WITH ..... ... ... .:................ ELEC. PLANS. ...... ..: 1.1 o. .. ............................... 42"(38-3/4"x 23-3/4") TV -v �............. _.... WITH WALL MOUNTING 00 BRACKET BY LAF AV o a VENDOR. SEE ARCH. PLANS FOR MOUNTING DETAIL. PONY WALL WHERE OCCURS ALL CORNERS TO BE BULLNOSE, NO SHARP EDGES, WALL BASE PER SCHEDULE SECTION B b 17 ELEVATION A D1 MILLWORK W SURR�UN� SCALE:1/2" =1'-0" 0 4' STRIKE SIDE I I 1 HINGE SIDE tt—/ — I 96" 40" CLR. OPENING FOR GATE WITH MAGNETIC LOCK 38" CLR. OPEINING FOR GATE WITHOUT MAGNETIC LOCK SECTION 'C' rll1AIV 1A/Al I rlr'Ve%k IM PUNT WALL, tSU I h JIUtS SECTION 'A' GATE SECTION SCALE: 1-1/2"= V-0" 0 4" 8" 16" 1 0 2 SECTION 'B' STRIKE F (MUST LINE MAGNETIC MAGNETIC WHERE OC POWER 1 TYP. MILLWORK TV SURROUND BY VENDOR LP-1TYP. AT SURROUND LP -5 U^T BACKBOARD WITH REDREVEALS MOUNTED KID'S KLUB MILLWORK PLAN AT DRYWALL C5 N WITH WALL SCALE:1 /2" =1'-0" 0 1' 2' 4' MOUNTING BRACKET BY LAF AV VENDOR CUT OUT AT PANEL FOR POWER / DATA BY MILLWORKER PROVIDE 1/2" EQ. EQ. EQ. PLYWOOD BACKING AT SHELF ALL CORNERS TO BE BULLNOSE, NO t t SHARP EDGES FINISH FLOOR 2 PRONG S.S. COAT 2 HOOKS, TYP. COUNTER SUNK S.S. WOOD SCREWS, TYP. D5 COAT HOOK DETAIL SCALE:1 -1-0 0 1/2 1 2 DETAIL'D' SCALE 6" =1'-0" 0 11, 21, 4„ SCALE: 6"=1'-0" L— — — — — — — — — — — — — — — — — — — — — — — J EQ. EQ. LP 2 j„ li 00 W SECTION'A' SECTION'B' DETAIL'E' SCALE 6" =1'-0" 0 ill 2" 4" PONY WALL SECTION F5SCALE: 1-1/2"= 1'-0" 0 4" 8" 16" SCALE: 6"=1'-0" 3 4 ° 5 6 0 ELEVATION'S' 6 r-VIY T vW%Lw. I 1 r, 36” MIN. ACCESSIBLE 6" LP TOP OF LP LP TOP OF LP TRANSACTION 2 COUNTERit 2 PONY WALL 1 COUNTER F8F -T 0 0 0 30" MIN. a o ACCESSIBLE KNEESPACE 4" BASE RB 4" BASE @ r LP I LVERIFY ELECTRICAL AND MILLWORK 6 CABINETS, TYP. 7 DATA/PHONE OUTLETS AT PONYWALLS. TYP. CPU STORAGE W/ ARCH. AND ELEC. TYP. 2'-6" L21 CV N LP 7 SECTION 'C' F8 KID'S KLUB DETAILS SCALE. 3/4 -1-0 U.N.O. 8 LP I COUNTER 1 I TOP I F8 -E 1FLP-1 2 — WHITE MELAMINE INTERIOR, TYP. — 12"x4" BLACK MESH LOUVER VENT AT TOP & BOTTOM AT OPEN KNEE SPACE SIDE OF CABINET BASE — ADJ. SHELF LP 7 0 1/2' 1' 2' 0 9 0 LOCKABLE DOORS AND DRAWERS, TYP. LP 2 LP 1l2" 1 T -MOLDING EDGE i„ TO MATCH LP -1 LP 2 REVEAL AND BELOW COUNTER DETAIL E' SCALE 6" =1'-0" 0 1" 2" 4" SCALE: 6"=1'-0" 0 DETAIL'F' SCALE 6" =1'-0" 0 12 ER 1 NG ICOUNTER 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: ,r- ILI0IF0UH r 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 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 format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT Schroeder Architects ARCHITECTURE t= INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta. Georgia 30305 Tel. 404 733 2626 SA 0017 pF Ft p�'i E. SCHROFo�� �. AROO16346 mac. DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: KID'S KLUB MILLWORK SHEET NUMBER: IDI�402 A B ° C D E F 1 ° 2 ° 3 ° 4 ° 5 ° 6 ° 7 0 8 ° 9 C 10 0 11 G 12 SIGNAGE LEGEND: SIGNAGE BY LA FITNESS VENDOR REFER TO ARCH DRAWINGS FOR EXTERIOR SIGNAGE LOCATIONS NOTE: ALL LETTERS ARE 12" HIGH X 2" THICK WHITE SINTRA AS SCHEDULED. FONT: ARIAL NARROW OBLIQUE ANGLE: 0.00 TRACKING: 1,00 WIDTH FACTOR: 0.75 SEE SHEET ID -4.0.1 FOR LED LIGHTING MANUFACTURER AND MODEL NUMBER. S1 TYPE 1: ENTRY BROW SIGNAGE LOCATION: (AT ENTRY) SIGNAGE TEXT: QTY: AEROBICS AEROBICS 1 CYCLING CYCLE 1 BASKETBALL BASKETBALL 1 TENANT SPACES VERIFY W/ LAF 1 KIDS KLUB KIDS KLUB 1 S2 TYPE 2: SECONDARY SIGNAGE LOCATION: SIGNAGE TEXT: QTY; DRINKING FOUNTAINS REFRESH 3 VENDING REPLENISH 1 PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: SIGNAGE MILLWORK DETAILS SHEET NUMBER: IDIfifif�4m3 S3 TYPE 3: LAF LOGO SIGNAGE LOCATION: SIGNAGE TEXT: QTY: RECEPTION BACKWALL LA FITNESS (+ LOGO) 1 S4 TYPE 4: LOCKER ENTRY SIGNAGE LOCATION: SIGNAGE TEXT: QTY: LOCKER ENTRY (AT WET AND DRY VEST.) MEN 2 LOCKER ENTRY (AT WET AND DRY VEST,) WOMEN 2 TYPE 24: ENTRY BROW SIGNAGE - ELEVATIONS SCALE: NTS I_ VARIES I_ TYPE 1: ENTRY BROW SIGNAGE - ELEVATIONS SCALE: NTS 6-8112" 4'-4 �3/4"�J" AFRORjr 12'-0" 4'-11/4" 2'-9 3/8" " 0 T, 11'-4" 4'-81/2" 3'-4 3/4'. "TEXT LETTERS (QUANTITY) FOR 'TENANT' ROOMS IS A PLACE HOLDER FOR NAME TBD. VERIFY WITH LAF PRIOR TO PRODUCTION. IT V-811/2" 5-4 3/4" " L 'BASKEIBA4 b 12'-0" V-8 314" 4'-6112" " SIGNAGE AT SOFFIT IN CORRIDOR. LEDGE SIZE MAY KID'S La VARY. CONFIRM WITH PROJECT SPECIFIC PLANS. VARIES WS -1 F1 W000 BAND SEE ARCH DWGS FOR OETAILS STYPE 1: PRIMARY SIGNAGE" TYPICAL AT GROUP EXERCISE AND L TENANT SPACE ENTRIES. SEE D1 FOR LOCATIONS NOTE: - ALL TEXT / RESIN PANELS TO BE RIGHT JUSTIFIED AT LEDGE. " "' veolGc VARIES EQ. V-91/4" MEN W1101PQ Fd F/ F6 : .. .......... .......... ............................... .. .......... ... ....... SEE D/DI FOR ADDITIONAL .. .. . INFO REGARDING SIGNAGE . MEN ................................................ AT RECEPTION BACKWALL WOME r$PLFNISH R FR SH L _ L L e f�01?Mf� ; VENDING LEDGE SIZE MAY VARY. CONFIRM OF LEDGE SIZE MAY VARY. CONFIRM WITH PROJECT SPECIFIC PLANS. WITH PROJECT SPECIFIC PLANS. S0-1 TYPE 2: SECONDARY SIGNAGE STYPE 3: LAF LOGO SIGNAGE STYPE 4: LOCKER ENTRY SIGNAGE - TYP. ELEVATION TYPICAL AT VENDING AND TYPICAL AT RECEPTION BACK -WALL. TYPICAL AT DRY VESTIBULE (AT CORRIDOR) AND DRY DF'S. SEE D1 FOR LOCATIONS SEE D1 FOR LOCATIONS VESTIBULE (AT POOL). SEE D1 FOR LOCATIONS EYEBROW TO ALIGN WITH CORRESPONDING STOREFRONT. REFER TO ARCH, WINDOW SCHEDULE FOR STOREFRONT DIMENSIONS. V.I.F. FOR BUILT CONDITION LED WALL WASHER LIGHT BY G.C. LED LIGHT BY MILLWORKER LED -2 a5 Ir I N M 1' 0" VARIES 3" 3" r= I SIGNAGE WITH INTEGRATED BASE TRACK. FINISH: WHITE'SINTRA' LP -11 FINISH TOP OF LEDGE AT CLUBS WHERE SURFACE IS VISIBLE NOTE: REFER TO ELEVATIONS AND TYPE 1: SIGNAGE AP 1 FROM ABOVE. LEGEND FOR BROW SIGNAGE ORIENTATION TYPE 1: TYP. BROW SIGNAGE PLAN DETAIL CD 9 SCALE. 3/4 -1-0 0 1/2 1 2 EYEBROW TO ALIGN WITH CORRESPONDING STOREFRONT. REFER TO ARCH. WINDOW SCHEDULE FOR STOREFRONT DIMENS 4" 3" 7" VARIES VERIFY IN FIELD 3" 11J LP -5 PINK BAND D SIGNAGE WITH INTEGRATED' J NOTE: REFER TO ELEVATIONS FOR BASE TRACK. FINISH: WHITE'SINTRA' BROW SIGNAGE ORIENTATION WALL BEHIND WOOD BAND TO BE LP -11 LP -11 PAINTED BLACK 2" FROM EDGE OF 2" FINISH TOP OF LEDGE AT FINISH TOP OF LEDGE AT CLUBS WHERE P -19A TOP AND BOTTOM PLANK. CLUBS WHERE SURFACE P -14E SURFACE IS VISIBLE FROM ABOVE. FINISH TOP OF LEDGE AT IS VISIBLE FROM ABOVE, SEE PAINT BREAK PLAN FOR 1.2' 1.LP 11 CLUBS WHERE SURFACE IS ADDITIONAL PAINT INFO VISIBLE FROM ABOVE. SIGNAGE WITH INTEGRATED q TYPE 2. TYP. BROW SIGNAGE PLAN DETAIL �5D 1 i TYP. AT BACK BASE TRACK. SCALE: 3/4" =1'-0" 0 1/2' V 2' AP -1 FINISH: WHITE SINTRA' w PANEL "' � P -17A ~ SIGNAGE WITH INTEGRATED BASE TRACK. Cn DID SEE PAINT BREAK PLAN FOR m FINISH: WHITE'SINTRA' V5 BLOCKING FOR SUPPORT AT 6 ADDITIONAL PAINT INFO INTEGRATED, SINTRA TRACK AT TEXT BASE CONCEALED TRACK AS REQUIRED. "J TO BE CONCEALED BELOW FACE OF LEDGE. N CV LP -11 TYP. AT ALL SIDES AND IT BOTTOM OF LEDGE 3" 24° MOUNTED SIGNAGE TYP, AT ALL w LED LIGHT BY SIDES AND FINISH: WHITE'SINTRA' 77 LINN i LED -2 MILLWORKER � Q 4 NOTE: REFER TO ARCH. NOTE: REFER TO ARCH. BOTTOM OF LEDGE j1 LED WALL WASHER FOR WALL ASSEMBLY FOR WALL ASSEMBLY 8„ LIGHT BY G.C. TUBE STEEL MUST BE INSTALLED IT MILLWORK STOPS HERE. DRYWALL LEVEL, FRONT TO BACK AND LEFT ao HEADER BEYOND MILLWORK TO TO RIGHT. REFER TO ARCH DETAIL NOTE: REFER TO ARCH. �,, STOREFRONT FOR FURTHER INFO FOR WALL ASSEMBLY 7" VARIES VERIFY IN FIELD q 1,3" NOTE: REFER TO ELEVATIONS FOR SIGNAGE WITH INTEGRATED FINISH TOP OF LEDGE AT CLUBS BROW SIGNAGE ORIENTATION BASE TRACK. FINISH: WHITE'SINTRA' LP -11 WHERE SURFACE IS VISIBLE FROM ABOVE. TYPE 1 - BROW SIGNAGE SECTION DETAIL F4 TYPE 2_ SECONDARY SIGNAGE SECTION DETAIL TYPE 4: LOCKER ENTRY SIGNAGE SECTION DETAIL TYPE 2: TYP. DRINKING FOUNTAIN SIGNAGE PLAN DETAIL SCALE: 1" =1'-0" 0 112' 1' 2' SCALE: 1-1/2" -1-0 0 4 8 16 SCALE: =1'-0" 0 4 8 16 nFA „ _ , SCALE: 314 -1 0 0 1/2 1 2 NOTE: SEE ID -4.0.1 FOR LED SPECS 1 0 2 0 3 4 0 5 0 6 0 7 0 8 ° 9 0 10 0 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: 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 ore 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. 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 Schroeder Architects ARCHITECTURE is INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 OF. FC OR�� C2 �. SCHRO •� P�\O EBF '. AR0016346 DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: SIGNAGE MILLWORK DETAILS SHEET NUMBER: IDIfifif�4m3 0 A 0 B 0 C 0 D E 0 F 12 A .. a .. R 7 0 8 0 9 10 11 0 12 i J m w rn co a (1) EXTRA LAYER OF 5/8" GYP. BD. TO CREATE "FRAME" (SEE ELEVATIONS FOR DIMENSIONS) ARTWORK INSTALLED BY LAF VENDOR, GC. TO PREPARE WALL. GYP. BD. SURFACE TO RECEIVE e AT SURFACE ARTWORK TO BE FINSHED PER 47 TO RECEIVE GYPSUM ASSOCIATION GA -214, ARTWORK LEVEL 5 (SEE ARCH. SPECS). METAL "L" TRIM BASKETBALL COURT GRAPHIC SCALE: 3/8" =1'-0" 0 1' 2' 4' gER'S LOGO N FLOOR MATCH PROPORTION )SS ------------------- / SCREW TO FRAMING \ COUNTERSINK RAMSET TO WALL 3" I I PREP/ PRIME BACKSIDE OF PLYWOOD MIN. 3" FROM EDGE 1/2" RADIUS ROUTER AT ALL OUTSIDE EDGES AT PLYWOOD BASE. / �------------------� DETAIL'A' SCALE: N.T.S. *HT LOCATION 30": FREEWEIGHTS CHECKED BY: NOTE: CARPET SKIRT AT EXPOSED STRUCTURAL COLUMNS NTH ROUNDED EDGES TO HAVE FABRIC WELT EDGING D, 111 CARPET BASE DETAIL SCALE: NO SCALE ze W ILE BASE DETAILALE: HALF 0 1" 2" 4" POLISHED ALUMINUM "J" MOLD, 12X24 TILE, CUT LENGrI "Annr n►1 nlrr I"ItlTAI I rn TERMINATE TILE EDGE TO CREATE F- FACTORY EDGE UP OVE DETAIL'A' POLISHED ALUMINUM "J" MOLD, CARPET TO TILE MID -WALL TRANSITION MITER CUT AND INSTALL AT EDGE OF CARPET. ALIGN WITH TILE EDGE TO CREATE CLEAN CORNER TRANSITION. O CARPET BASE TRANSITION DETAIL DETAILS' SCALE: NO SCALE CARPET TO TILE CORNER CONDTION ) PER ARCH. T LENGTHWISE ON I FACTORY EDGE =T MORTAR ART INSTALLATION FRAME DETAIL F8 ART INSTALLATION DETAIL F4SCALE: 3 =1-0 0 2" 4" 8" SCALE. 1-1/2"= V-0U.N.O. 0 4 8" 16 0 2 3 0 4 o 5 6 0 7 0 8 0 9 o 10 0 11 0 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: LL LQ [FF —H Iz 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 oesthetic 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 Schroeder Architects ARCHITECTURE 11 INTERIORS 11 URBAN DESIGN F06000005343 3118 E Shadow Avenue. NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 OF-FLOR SCHRpFC�� AROO16346 �sr , DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: DETAILS SHEET NUMBER: A B 0 C C NOTE: THIS DETAIL IS FOR FINISH REFERENCE ONLY, SEE ARCH. PLANS FOR ADDITIONAL INFORMATION SUCH AS FRAMING, BLOCKING, FIXTURES, ACCESSIBLE MOUNTING HTS., ETC. WALL ASSEMBLY PER ARCH. DWGS. FULL HEIGHT FRAMELESS MIRROR W/ POLISHED EDGES. MIRROR TO OVERLAP TILE 3" ON EACH SIDE. OWNER PROVIDED & INSTALLED PAPER TOWEL DISPENSER, PROVIDE FIRE -RETARDANT TREATED PLYWOOD BLOCKING AS REQ'D. MOUNTING HEIGHT TO COMPLY w/ ACCESSIBLE CODES PER ARCH. DWGS. GFCI OUTLET LOCATED ON WALL BEYOND, RE: ELECTRICAL DWGS FOR ADDITIONAL INFO. 2'-0" HANDS-FREE FAUCET, PROVIDE (1) OUTLET PER 8" V-4" (2) FAUCETS SS 5 INTEGRAL SOLID SURFACE BOWL w/ OFFSET OVERFLOW DRAIN, COLOR TO MATCH COUNTERTOP. >.ISS -5 SOLID SURFACE COUNTERTOP w/ NO DRIP -EDGE & INTEGRAL COVED SIDE & BACKSPLASH w/ 1/4" RADIUSED CORNERS. GC TO PROVIDE BLOCKING AT SIDE WALLS (SEE ......................................................... ARCH. DWGS) a, 3/4" MARINE GRADE PLYWOOD SUBTOP A (WIDTH OF BACK-TO-BACK LOCKERS) 4" H TOTAL MEN'S LOCKEROOM 641 II ::; SS -5 5" APRON MEN'S LOCKEROOM T-6" 2'-6" 1'-6" 1 BENCH MEN'S LOCKEROOM (:'• 2'-6" 91, O WOMEN'S LOCKEROOM 6'-0" 2'-6" SS 5 5" SOLID SURFACE APRON \ BY HOLLMAN. RE: 2) LED PUCK LIGHTS ELECTRICAL DWGS BY HOLLMAN. RE: FOR ADDITIONAL INFO. 3/4" MARINE GRADE PLYWOOD ° FOR ADDITIONAL INFO. LP -5 INISH: TO MATCH ADJACENT LOCKERS d IRROR BY GC MLL FCI OUTLET LOCATED CONT. 2"x4" FIRE -RETARDANT TREATED WD w— FCI OUTLET LOCATED ON SIDE WALL, RE: ON SIDE WALL, RE: 8" MIN• w ELECTRICAL DWGS BLOCKING MECHANICALLY FASTENED TO STUDS Ln Lu FOR ADDITIONAL INFO. C COORDINATE IN FIELD I CLR. w � w O w O } SS -5 O V COUNTER AND 111 COUNTER AND SPLASH BY HOLLMAN, -_ OFF SET P TRAP SPLASH BY HOLLMAN. c� ' A. 3/4" GUSSET 1 3 �' \ Co409 1 1/2" DIA. HOLE IN GUSSET FOR HANDS-FREE N INISH: TO MATCH O —CTOP SUPPORT NADJACENT LOCKERS ACCESSIBLE ¢ W Lu v FAUCET WIRE MANAGEMENT, COORD. FINISHED, FULL HT. PANEL EXTEND TO FLOOR CLEARANCE L ¢ ¢ \ LOCATIONS w/ OUTLETS X¢ �C 1'-6" / ASE AS SCHEDULED TO z N ¢ ALIGN WITH BASE AT RECESSED LP -5 /2"x1'-6" P -LAM SKIRT PANEL w/ BLACK ,i liEDGE ADJACENT LOCKERS. ------ BAND MOUNTED TO 3/4" GUSSET, RE: ¢ w - d 71/2" NUMBER DISC, N ELEVATION FOR ADDITIONAL INFO. \ 6" MAX `-4 N UNDER -COUNTER OUTLET FOR AUTO -FAUCETS g, CLR. ¢ TILE FLOOR & TILE BASE, RE: ID DWGS FOR ! 1/8" GAP BETWEEN PANELS FINISH ADDITIONAL INFO. ° CONT. 314" MARINE GRADE PLYWOOD PTD BLACK ECTION @LOCKER ROOMS & MECHANICALLY FASTENED TO STUDS IN LIEU 3/4" *��SCALE=�- OF CONCEALED BLOCKING 0" 0 1/2' 1' 2' 3/4" MARINE GRADE PLYWOOD GUSSET A (WIDTH OF BACK-TO-BACK LOCKERS) 4" H TOTAL MEN'S LOCKEROOM 641 II ::; 9,1 INISH: TO MATCH i g A ADJACENTLOCKERS `r 4" H TOTAL MEN'S LOCKEROOM 641 II ::; SS -5 5" APRON MEN'S LOCKEROOM T-6" 2'-6" 1'-6" 1 BENCH MEN'S LOCKEROOM (:'• 2'-6" 91, O WOMEN'S LOCKEROOM 6'-0" 2'-6" 2) LED PUCK LIGHTS \ BY HOLLMAN. RE: 2) LED PUCK LIGHTS ELECTRICAL DWGS BY HOLLMAN. RE: FOR ADDITIONAL INFO. ELECTRICAL DWGS ° FOR ADDITIONAL INFO. LP -5 INISH: TO MATCH ADJACENT LOCKERS IRROR BY GC MLL FCI OUTLET LOCATED SLOPED 1/2"x1'-6" P -LAM SKIRT PANEL FCI OUTLET LOCATED ON SIDE WALL, RE: ON SIDE WALL, RE: / ELECTRICAL DWGS ELECTRICAL DWGS FOR ADDITIONAL INFO. Lu FOR ADDITIONAL INFO. ------ COORDINATE IN FIELD I COORDINATE IN FIELD w/ BLACK EDGE BAND MOUNTED TO � O SS 5 O } SS -5 O V COUNTER AND 111 COUNTER AND SPLASH BY HOLLMAN, -_ SPLASH BY HOLLMAN. \ ' A. 3/4" GUSSET N \ N N INISH: TO MATCH O —CTOP SUPPORT NADJACENT LOCKERS W W FINISHED, FULL HT. PANEL EXTEND TO FLOOR / N \ fV O N 04 1'-6" / ASE AS SCHEDULED TO FINISHED BASE / ALIGN WITH BASE AT RECESSED ADJACENT LOCKERS. ------ NOTE: THIS DETAIL IS FOR FINISH REFERENCE vA ONLY, SEE ARCH. PLANS FOR ADDITIONAL INFORMATION SUCH AS FRAMING, BLOCKING, FIXTURES, ACCESSIBLE MOUNTING HTS., ETC. .......................................................................................................................................................... WALL ASSEMBLY PER ARCH. DWGS. B10 A ID -5.1 PLAN VIEW (SIM.) WERE OCCURS: MIRROR w/ POLISHED ALUMINUM J -CHANNEL OR FULL HEIGHT FRAMELESS MIRROR W/ _._.........___._............-._...__ _ . _ ... ....._... POLISHED EDGES. MIRROR TO OVERLAP TILE 3" ON EACH SIDE. B4 ID -5.1 CT -4A GFCI OUTLET LOCATED ON WALL BEYOND, RE: 2'-0" 2'-0" TILE EXTENDS BEHIND -- ELECTRICAL DWGS FOR ADDITIONAL INFO. VARIES MIRROR OWNER PROVIDED & INSTALLED PAPER TOWEL DISPENSER, PROVIDE FIRE -RETARDANT TREATED PLYWOOD BLOCKING AS REQ'D. MOUNTING HEIGHT TO COMPLY w/ ACCESSIBLE CODES PER ARCH. DWGS. „ 1,-61, xL " :BTW. 8„ 7-7 BTW. _--_.--.------- SS 5 INTEGRAL SOLID SURFACE BOWL w/ OFFSET MIRRORS MIRRORS ................................................................................................ _ OVERFLOW DRAIN, COLOR TO MATCH COUNTERTOP, ......... ........... ...... ........... ......... SS 5 / SOLID SURFACE COUNTERTOP w NO DRIP -EDGE & INTEGRAL COVED SIDE & BACKSPLASH w/ ................................. .................................................................. ... _...._ _ . ...... 1/4" RADIUSED CORNERS. GC TO PROVIDE BLOCKING AT SIDE WALLS (SEE ARCH. DWGS.) 10 ° 11 ° 12 INTEGRAL BOWL w/ OVERFLOW TECHNICAL CONCEPTS "MILANO" COUNTER -MOUNTED DRAIN, MANUFACTURED BY AUTO FAUCET. PROVIDE SINGLE SOAP DISPENSER RANDAL RETAIL. SS -5 HOLE MOUNT W/O BASE PLATE FOR NEW CONSTRUCTION.A. `a GUSSET BELOW EXTENDS TO WALL. DO NOT LOCATE PLUMBING ACCESS !I - PANELS AT GUSSET in � � :I• LOCATIONS. FULL HT. FRAMELESS EQ. EQ. EQ. MIRROR W/ POLISHED PLANA! SOLID SURFACE COUNTERTOP wl NO LOCATION OF OVER - EDGES CENTERED OVER DRIP -EDGE & INTEGRAL COVED SIDE & 4'-0" MAX. (3'-6" MIN) FLOW DRAIN, COORD. SINKS. MIRRORS TO BACKSPLASH wl 1/4"RADIUSED CORNERS LEV'B TO CENTERL NE OF SINKS LOCATION w/ MODESTY OVERLAP TILE EQUAL AT SS -5 - PANEL BELOW BOTH SIDES. B1 FULL HT. FRAMELESS ID 5.1 CT 4A MIRROR W/ POLISHED 2'-0" 2' 0" TILE EXTENDS BEHIND EDGES CENTERED OVER VARIES MIRROR SINKS. MIRRORS TO OVERLAP TILE EQUAL AT BOTH SIDES. " 1,_61, " „ .6" BTW. BTW. PROVIDE GFCI OUTLET MIRRORS MIRRORS AT E BETWEEN EVERY _ ------ -- -------- OTHER PAIR OF 314" MARINE GRADE PLYWD SUBTOP WALL SCONCE. COORD. LAVATORIES, RE: ELEC. W/ ARCH AND ELEC. DWGS. .. ........ Ir EQ. EQ. COUNTER MOUNTED SS 5 5" SOLID SURFAC APRON ........... SOAP DISPENSER 3/4" MARINE GRADE PLYWOOD BOBRICK B-822 BY --- - WALL SCONCE. COORD. MILLWORKER CONTINUOUS 2"x4" FIRE -RETARDANT TREATED WD W/ ARCH AND ELEC. -- — -- BLOCKING MECHANICALLY FASTENED TO STUDS SS -5 -��, EQ EQ. COUNTER MOUNTED UJI 8"MIN. = 6" 6" __._........._--..... SOAP DISPENSER OFF SET P -TRAP _ MILLWORKER BY - -822 r-----, LP -5 - ......� ...................... B BRI K B ¢ 1 112" DIA. HOLE IN GUSSET FOR HANDS-FREE o PLUMBING ACCESS 1 314" „ m a FAUCET WIRE MANAGEMENT, COORD. i� ¢ `-J `-J PANEL. DO NOT �--► SS -5 Lu w LOCATIONS w/ OUTLETS LOCATE AT GUSSETS \ ...........ACCESSIBL€......�... �,,......................... CLEARANCE CESS EL PER L;e N LL LP•5 1/2"x1' 6" P -LAM SKIRT PANEL w/BLACK + I COORD. OUTLET ATD5, AC PAN�- ND MOUNTED TO 3/4 GUSSET, RE: li----WALL BEHIND W/ARCH c' '� I ID -5.1- z ELEVATION FOR ADDITIONAL INFO. AND ELEC. "' ¢ NOPLUMBING LOCATE AT GUSSETS L: N - 4'-0" MAX, (3'-6" MIN) TILE BASE PER \ / COORD. OUTLET AT �' T R OUTLET FOR AUTO -FAUCETS TO CENTERLINE OF SINKS CT -17 SCHEDULE f :: - W/ ARCH 6 MAX. UNDER-COUN E OU 0 t -.. {, €:.: •:L:::aii .:..;::.:a } :• ..•• i . `••i:. •}}, ..t_.,_..., I : s ° WALL BEHINDC „ CLR. " ..,....., , :...:> ::::.... �. - .:.. AND ELEC. COVE BASE ...:.. ,-.>..:.... } . ... bt.:....}}q }, b4,.... },... { ..3....} 4 77 SEE ELEVATIONS FOR ELEVATION 'B' 4' 0" MAX. (3' 6"MIN) CONT. 3/4" MARINE GRADE PLYWOOD PTD BLACK PAINT FINISH SEE ELEVATIONS FOR TILE BASE PER & MECHANICALLY FASTENED TO STUDS IN LIEU TO CENTERLINE OF SINKS PAINT FINISH SCHEDULE SINK SECTION @ TOILET ROOMS OF CONCEALED BLOCKING VANITY ELEVATION @ TOILET ROOMS VANITY ELEVATION AT LOCKER ROOMS NOTE: THIS DETAIL IS FOR FINISH NOTE: THIS DETAIL IS FOR FINISH TILE FLOOR & TILE BASE, RE: ID DWGS FOR g 7 - REFERENCE ONLY, SEE ARCH. PLANS g p „ - REFERENCE ONLY, SEE ARCH. PLANS SCALE: 1" =1'-011 0 1/2' 1' 2' ADDITIONAL INFO. SCALE:1/2 -1-0 0 1 2' 4 FOR ADDITIONAL INFORMATION SCALE: 1/2 -1 0 0 1 2 4 FOR ADDITIONAL INFORMATION SS -5 F1/E1 SOLID SURFACE COUNTERTOP w/ NO DRIP EDGE &INTEGRAL COVED SIDE & LIGHT FIXTURE PROVIDED BY LIGHT FIXTURE PROVIDED BY BACKSPLASH w/ EG RADIUSED LAF, G.C. INSTALLED. SEE ARCH LAF, G.C. INSTALLED. SEE ARCH CORNERS AND ELEC. DRAWINGS FOR AND ELEC. DRAWINGS FOR LOCATIONS. LOCATIONS. ...................................................................... ...... _._ ..... _ 3/4" MARINE GRADE PLYWOOD SUBTOP BEYOND 11 " 15 20" 15" 15 20 15 E11 -A \ __ 2" 4" H TOTAL MEN'S LOCKEROOM 641 II ::; SS -5 5" APRON MEN'S LOCKEROOM T-6" 2'-6" 1'-6" 1 BENCH MEN'S LOCKEROOM (:'• 2'-6" 1'-6" 1 BENCH WOMEN'S LOCKEROOM 6'-0" 2'-6" V-6" 3 BENCHES � I I LP -5 i D5 -B SLOPED 1/2"x1'-6" P -LAM SKIRT PANEL Lu I ID -5.1 w/ BLACK EDGE BAND MOUNTED TO \ Lu w 3/4" GUSSET N \ O W W 3/4"x 314" HARDWOOD MOUNTING STRIP \ 0 m GLUED & MECHANICALLY FASTENED TO RECESSED ¢ w - EA. SIDE OF GUSSET BEYOND NUMBER DISC, \ U N SATIN CHROME ° ¢ ! 1/8" GAP BETWEEN PANELS FINISH ° 118" 3/4" `" 3/4" MARINE GRADE PLYWOOD GUSSET / BEYOND, 4'-0" O.C. MAX., CENTER / c BETWEEN SINKS / 911 SECURITY TRAY - - - - - - - - / CONCEALED MOUNTING HARDWARE INISH: TO MATCH ADJACENT 0 LOCKERS ELEVATION 'A' = N E11 B \ O SS -5 CONT. 3/4" MARINE GRADE PLYWOOD -- 9" 91/2" 1"COUNTER AND PTD BLACK & MECHANICALLY \ SPLASH BY FASTENED TO STUDS IN LIEU OF \ HOLLMAN. \ 112" ° 1i REVEAL AT SEAM CONCEALED BLOCKING 314"x 3/4" HARDWOOD MOUNTING STRIP HOLLMAN LOCKER: ° GLUED &MECHANICALLY FASTENED TO FLAT PANEL, "RETRO EA. SIDE OF GUSSET TEAK" FINISH / / 3/4" MARINE GRADE PLYWOOD GUSSET / TO SEPARATE TOP BEYOND, 4'-0" O.C. MAX., CENTER HIGH SECURITY / AND BOTTOM BETWEEN SINKS PADLOCK HASP / PIECES. ------ __ / ASE AS SCHEDULED 11/2" DIA. HOLE IN GUSSET FOR TO ALIGN WITH BASE HANDS-FREE FAUCET WIRE ---------- AT ADJACENT MANAGEMENT, COORD. LOCATIONS w/ LOCKERS. OUTLETS FRONT ELEVATION: � SECTION'S' �1 LP -5 STANDARD LOCKER 3 SLOPED 1/2 x1-6 P -LAM SKIRT PANEL FRONT ELEVATION SECTION W SIDE ELEVATION w/ BLACK EDGE BAND CONCEALED MOUNTING HARDWARE HOLLMAN END GROOMING COUNTER DETAIL 1 SCALE: 3/4" =1'-0" 0 1/2' V 2' NOTE: LIGHT FIXTURES SWITCHES ARE TO OPERATE BY ROOM SWITCH. ARCH TO COORDINATE POWER AS NEEDED SS -5 SOLID SURFACE COUNTERTOP w/ NO DRIP -EDGE & INTEGRAL �1Wq COVED SIDE & BACKSPLASH w/ 1/4" RADIUSED CORNERS 3/4" MARINE GRADE PLYWOOD SUBTOP 1 /2" NO DRIP EDGE ALTERNATE DETAIL CEi SCALE: 6" =1'-0" 0 1" 2" 4" NO DRIP EDGE DETAIL SCALE: 6" =1'-0" 0 1" 2" 4" H TOTAL MEN'S LOCKEROOM 641 2'-6" V-6" 1 BENCH MEN'S LOCKEROOM T-6" 0 SS -5 5" SOLID SURFACE APRON SS -5 SOLID SURFACE COUNTERTOP w/ NO DRIP -EDGE & INTEGRAL COVED SIDE & BACKSPLASH w/ 1/4" RADIUSED CORNERS 3/4" MARINE GRADE PLYWOOD SUBTOP SS -5 5" SOLID SURFACE APRON C, D5 VANITY APRON DETAIL SCALE: 1-1/2" -1-0 0 4 8 16 PLAN 'A' FRONT ELEVATION 'B' SIDE ELEVATION 'C' HOLLMAN BENCH F4SCALE: 1/2" =1'-0" U.N.O. 0 2' 4' ° 4 0 CROSS SUPPORT SOLID SURFACE SS -5 SS -5 SELECTION TO BE CONSISTENT THROUGHOUT PROJECT AT BENCHES AND GROOMING / SINK COUNTERS 11/4" RADIUS TYP. ALL CORNERS. EASED EDGE W/ RADIUS TOP EDGE OAK WOOD FRAME STAIN TO MATCH LOCKERS. NOTE: ALL BENCHES BY HOLLMAN,TO BE INCLUDED IN G.C. CONTRACT. BENCHES TO ALIGN WITH LOCKERS. LOCATION D-1 D-2 H TOTAL MEN'S LOCKEROOM 641 2'-6" V-6" 1 BENCH MEN'S LOCKEROOM T-6" 2'-6" 1'-6" 1 BENCH MEN'S LOCKEROOM 9'-6" 2'-6" 1'-6" 1 BENCH WOMEN'S LOCKEROOM 6'-0" 2'-6" V-6" 3 BENCHES ACCESSIBLE BENCH: PER ICC SECTION 903.6, STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112 N) IS APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. LOCATION D-1 D-2 H TOTAL MEN'S LOCKER ACCESSIBLE 4'-0" 2'4" V-6" 1 BENCH WOMEN'S LOCKER ACCESSIBLE 4'-0" 2'4" l'-6" 1 BENCH ° 6 4 HOLLMAN LOCKER DETAIL D7SCALE: 3/4" =1'-0" 0 1/2' 2' WHITE, UNBLEACHED OAK WOOD 18" X 66" MIRROR - '7 7-t 4L, FRAME STAIN TO MATCH LOCKERS. PANEL SUPPLIED AND INSTALLED BY G.C. IN FIELD LP -5 3/4 MARINE GRADE PLYWOOD WITH PLASTIC \ LAMINATE FRONT ' 1 AND SIDES E SECTION 'D' Ell -A J. , / CIELING CIELING HOOK \ HOOK RECESSED COAT COAT NUMBER DISC, HOOK SATIN CHROME HOOK INMI FINISH ALMOND / ALMOND MELAMINE / MELAMINE INTERIOR INTERIOR Oct.SECURITY SECURITY TRAY -------- SECURITY o TRAY TRAYIjL HOLLMA E11 B ALL SHELVES LOCKER: \ O ALL SHELVES FLUSH FLAT PANEL, \ FLUSH "RETRO TEAK" FINISH \ 2 mm PVC b EDGEBAND INTERNATIONAL INIM EDGEBAND SYMBOL OF a " 2 mm PVC RECESSED ACCESSIBILTITY ADJUSTABLE PROVIDED AND / a SHELF FOR INSTALLED BY °O o " ADA G.C. / 2 x 4'S ON 112" KF11 u o F11 HIGH SECURITY 2 x 4'S ON 1/2" PLYWOOD (BY / PLYWOOD (BY INSTALLERS) PADLOCK HASP _ _ - _ _ _ _ _ INSTALLERS) En 3" 3" LM SECTION VIEW: FRONT ELEVATION (DOOR REMOVED): FRONT ELEVATION: ACCESSIBLE SECTION VIEW: ACCESSIBLE SEE FRONT ELEVATION (DOOR STANDARD LOCKER STANDARD LOCKER SEE FLOOR PLANS FOR LOCATIONS FLOOR PLANS FOR LOCATIONS REMOVED): ACCESSIBLE SEE FLOOR PLANS FOR LOCATIONS STANDARD LOCKER ACCESSIBLE LOCKER ��rrr�u DETAIL'E' SCALE: 3" =1'-0" 0 2" 4" 8" CHAMFER EACH LEG TO ACCEPT S.S. ANGLE 1 X 3" S.S. ANGLE @ EACH END LEG ANCHOR TO FLOOR AND BENCH LEG W/ S.S. SCREWS COUNTERSUNK FLUSH W/ S.S. ANGLE #4 FINISH. 22" LONG Z -CLIPS j (3) MOUNTED ! TO BACK (3) SENT LOOSE 2a, 18 18" STAINLESS "J" CHANNEL - MOUNTED TO FACE 3" UP FROM BOTTOM. WOMEN'S LOCKER MIRROR Cl) r SCALE: NO SCALE B ° 9 ° 10 CONTINUOUS 4" — VALANCE TRIM FLUSH WITH DOOR BLOCKING AS REQUIRED LOCKER FRAME EDGE BAND ALL EXPOSED EDGES VALANCE 'A' LOCKER TRIM DETAIL CORNER 'B' SCALE: 3" =1'-0" 0 2" 4" 8" -OCKING AS EQUIRED ERT. TRIM -USH W/ DOOR DETAIL'A' LOCKER BASE SCALE: 3" =1'-0" 0 2" 4" 81- 0 " ° 11 ° 12 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW,SDAPARTNERSHIPUSA.COM PROJECT NAME: Mae 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 oesthetic 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 Schroeder Architects ARCHITECTURE is INTERIORS == URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 �Q'(0OF-FLd10 O oPJ�O E. SCHRO,6"O,� AR0016346 6 - DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: DETAILS SHEET NUMBER: ID�5nl 0 A B 0 C 0 D 0 E F 1 0 2 " 3 0 4 0 5 6 0 7 8 " 9 0 10 " 11 12 BULLNOSE ................................................................................................................«............................................... . PER ARCH. PLANS W CL ............................. ' CT -4B = LL N WALL FRAMING AND z........................................................................ SUBSTRATE PER ARCH. DWGS. CONNECTOR N LO J a DO TP -5 8'-0" SEGMENTS Om .......................................- .....--............-------............----................------...I ........................------.................................. - .......- i -------- -------- WALL TILE AS COVE PROFILE :'.:, SCHEDULED 1 ` TP -2 COVE PROFILE ELEV'B' 64 �' PROVIDE SEALANT JOINT @ 1 " CHANGE IN PLANE PARTIAL HEIGHT WALL TILE ID -5.2 1` 1' FLOOR TILE AS SCHEDULED 1; G-1 SEE ELEVS. SHT ID -3,3 1 _.I ............. ............._......-................-......;..•.._....._..._........._.__.-........_ _........__._........_........................ _._. AND ID -3,4 AND DETAIL F1 CT -4B / ID 5,2 FOR LOCATIONS 1 ARCH DWGS. 1—� _... . ----------------------------------------------------- ... --- .---- ......_..............._...............---.........._....................__.. EDGE PROTECTION ; TP -1 TRIM PROFILE CONNECTOR 8 0 CT -4B SEGMENTS F' .... ..... ........ .. .. .._. .... ...<. -. ...._.. .. _.....a... .. .... ........ ... .. ... .. ... ....... ....... .. ...... .__... ..... 1 TP -5 ................ TP -2 COVE PROFILE /1 .... ..... ...... ELEV'A' TP -4 OUTSIDE FULL HEIGHT WALL TILE B4 CORNER SEE ARCH. DWGS. ID 5.2 FOR SUBSTRATE AND FLOOR DETAILING COVE TP -3 INSIDE PROFILE TP 2 CORNER CONNECTOR TP 2 COVE PROFILE, NOTE: @ 8'-0" TP -5 TYP. SEE SHEET ID -6.1 FOR SCHEDULE OF TILE, GROUT AND TRIM PROFILES SEGMENTS PLAN VIEW OUTSIDE THIS DETAIL IS FOR FINISH REFERENCE ONLY. SEE ARCHITECTURAL TP -4 CORNER PLANS FOR FLOOR, WALL AND SUBSTRATE REQUIREMENTS. FULL HEIGHT WALL TILE L PICAL WALL TILE COVE PROFILE TRIM DETAIL g -USE G 2 FOR WET AREA WALLS AND CEILING. 3/16"B4 -LE:1/2 -1 0 0 1 2 4 GROUT JOINT TYPICAL AT WALL TILES. SCALE: 3 -1 -0 0 2 4 8 GROUT LINE AT TILE TRANSITION TO OCCUR ON CT -46 TOP OF OPENING, TYP. TYP. OPENING TO OCCUR AT ILFULL TILE, TYP. CT 4B CT -46 A AXONOMETRIC A N.T.S. E AT TILE N TO OCCUR ON ENING, TYP. TYP. DETAIL B SCALE: 1 1/2"=1'-0-- 0 /2"=1'-0"0 4" 8" 16" DDM%/InC MAIC DMDC/rM1AICl Unf)V DED DETAIL E TP -1 SCHLUTER TRIM CT -9 �— PROFILE. INSTALL W/ PROFILE. INSTALL \ W/ THIN EDGE / EXTEND MOSAIC TILE THIN EDGE FACING END - - - - - - - - OVER TOP PRECAST SPA COPING. FINAL PRECAST OF WING WALL, TYP. CT -13 EDGES OF CURB V- DETAIL @ BULLNOSE CT -46 G-2 ITER CUT TILE AND CT -13 BULLNOSE AT TOP OF CURB Tp 1 FILL CURB HEIGHT, LOCAL CODES, LAWS, AND ORDINANCES. G-1 AT CURB CT -3C ' , •a v G-1 1"X1" MOSAIC TILE CURB CT -3C DETAIL B SCALE: 1 1/2"=1'-0-- 0 /2"=1'-0"0 4" 8" 16" DDM%/InC MAIC DMDC/rM1AICl Unf)V DED DETAIL E SCALE: 3"-1'-0" CT -9 CT -3C SCHLUTER TRIM PROFILE. PROFILE. INSTALL \ W/ THIN EDGE / EXTEND MOSAIC TILE G-1 - - - - - - - - OVER TOP PRECAST SPA COPING. FINAL PRECAST 1" BULLNOSE TOP @ CT -13 EDGES OF CURB V- DETAIL @ BULLNOSE PROVIDE ±5 COURSE OF ITER CUT TILE AND MOSAIC TILE CT -3C TO Tp 1 FILL CURB HEIGHT, LOCAL CODES, LAWS, AND ORDINANCES. ' BOTH SIDES OF CURB CT -3C ' , •a v G-1 1"X1" MOSAIC TILE CURB E2 a ' BASE PROFILE. INSTALL W/ PROFILE. INSTALL W/ I a •a • , • . a I FLOOR TILE AS OF WING WALL, TYP. OF WING WALL, TYP. ± 6" (6 TILES) SCHEDULED SEE ARCH. PLANS DETAIL F B 6 FULL TILES NOTE: ALL MOSAIC AT SHOWER SCALE: 3"=1'-0" CURB, HORIZONTAL AND VERTICAL, 0 2" 4" 8" TO BE ABRASIVE f)DCnunlc DCV(IAIn OCTIAICCAI An 1 CHOWER STALLS, 3N AT FULL TILE. SHOWER HEAD, SHOWER HEAD, AXONOMETRIC MIXER CENTERED MIXER CENTERED A ON GROUT LINE ON GROUT LINE AXONOMETRIC vlv uvn I, l T r TYPICAL SHOWER TILE DETAILS SCALE: 1/2" =1'-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 0 SPA EDGE PLASTER SI 2" 2" LU STEPS J W o —J = U- �a , - - - -`- ----- 'B' STEPS AND POOL EDGE 1 POOL DEPTH MARKER TILE. ELEVATION 'B' WHERE OCCURS. RE: POOL DRAWINGS FOR LOCATIONS CT -31 LAF 1 B TILED POOL DECK I CT -9 CT -2 SUBSTRATE PER SCHLUTER TRIM PROFILE. PROFILE. INSTALL \ W/ THIN EDGE / INSTALL W/ THIN EDGE FACING ROOM, TYP. ARCH. DWGS. PRECAST SPA COPING. FINAL PRECAST TP -1 -� CT -4B V- DETAIL @ BULLNOSE PROFILE TO COMPLY WITH ALL APPLICABLE ITER CUT TILE AND TP -1 Tp 1 \ LOCAL CODES, LAWS, AND ORDINANCES. ~ SEE ARCH. PLANS FOR DIM. CUT TO ALIGN W/ CORNER COORDINATE WITH POOL CONSULTANT. E2 PROFILE. INSTALL W/ PROFILE. INSTALL W/ I PER PLAN THIN EDGE FACING END THIN EDGE FACING END I TP -1 OF WING WALL, TYP. OF WING WALL, TYP. CT -2 CT2 START FULL TILE B 6 FULL TILES CT 4B TILE AT CORRIDOR OPENING D9 MOSAIC 171 SCALE: 3/4" =1'-0" U.N.O. 0 CT -32 CT -46 1J \ 2� °• CT'8 = Lu '' • PLANS / �'- r1,Jp DETAIL G SCALE: 3"=1'-0" 2" 2" 1—. If9 PER ARCH / FOR GENERAL COLOR STAINLESS STEEL RECESSED CT -8 • 3X24 W/ is REFERENCE ONLY. WALL ANCHOR FOR LANE MARKER STEPS °: UL. VERIFY WATER EDGE LINES. RE: POOL DRAWINGS '° CT -46 AND GUTTER CAP TILE TILE COLOR BREAK, • , . r _. \T' TRIM PROFILES AND VERIFY WITH POOL .............................................................................................. COLOR WITH POOL / \,\\ li II CONSULTANT AND CONSULTANT SECTION 'A' LL ARCH DWGS. 'A' GUTTER AND WATERLINE TILE AT SPA WATERLINE LAF1-D TILE AT POOL WATERLINE AND STEPS OB 6 B8 z 3/4" MARINE GRADE PLYWOOD BACKER, PAINTED BLACK 6' 0" EQ, EQ. EQ. EQ. EQ. L- ---- C� — -- �) -- -- -) — -- — -- (J 6 BOBRICK B2116 TOWEL SS HOOKS, TYP. 5 2 3/4" MOUNTING AND ASSEMBLY 2' HARDWARE TO BEMARINE GRADE' PROVIDED BY AND INSTALLED BY MILLWORKER F.F. TOWEL HOOK DETAIL - BY MILLWORKER SCALE: 1-112" =1'-0" SCALE: 1-1/2" =1'-0" 0 4" 8" 16" �I� SCALE: V = 1'-0" SCHLUTER TRIM PROFILE. INSTALL W/ THIN EDGE FACING END OF WING WALL, TYP. CT -3C LAF-1A LAF-1 B SEE ID -6.2 FOR FLOOR TILE PATTERN LAYOUT CT -19 TRIM MOSAIC OUTSIDE CORNER TO ALIGN WITH EDGE OF SCHLUTER STRIP -S, w w LS, I CT -9 SCHLUTER TRIM I SCHLUTER TRIM PROFILE. PROFILE. INSTALL \ W/ THIN EDGE / INSTALL W/ THIN EDGE FACING ROOM, TYP. FACING CORRIDOR, TYP. TP -1 � TP -1 -� CT -4B V- DETAIL @ BULLNOSE / ITER CUT TILE AND TP -1 Tp 1 \ TRIM PROFILE AT OPEN\ SEE ARCH. PLANS FOR DIM. CUT TO ALIGN W/ CORNER SCHLUTER TRIM SCHLUTER TRIM I PROFILE. INSTALL W/ PROFILE. INSTALL W/ I PROFILE. INSTALL THIN EDGE FACING END THIN EDGE FACING END I TP -1 OF WING WALL, TYP. OF WING WALL, TYP. I \ START FULL TILE B CT -9 CT 4B TILE AT CORRIDOR OPENING D9 Y SCALE: 3/4" =1'-0" U.N.O. 0 \ -~ / CT -46 AT END WALL \ 2� 'A'- AXON. @ HEADER PER ARCH. ; PLANS / �'- DETAIL G SCALE: 3"=1'-0" PER ARCH / 0 2" 4" 8" OPEN j DWGS \ 3X24 W/ is CT 46 BULLNOSE SCHLUTER TRIM PROFILE. INSTALL W/ THIN EDGE FACING END OF WING WALL, TYP. CT -3C LAF-1A LAF-1 B SEE ID -6.2 FOR FLOOR TILE PATTERN LAYOUT CT -19 TRIM MOSAIC OUTSIDE CORNER TO ALIGN WITH EDGE OF SCHLUTER STRIP -S, w w LS, B4 4. ID -5.2 DRAIN CENTERED ON SHOWER PAN SECTION / ELEVATION 'D' 4. DRAIN CENTERED ON SHOWER PAN I CT -9 SCHLUTER TRIM I SCHLUTER TRIM PROFILE. PROFILE. INSTALL \ W/ THIN EDGE / INSTALL W/ THIN EDGE FACING ROOM, TYP. FACING CORRIDOR, TYP. TP -1 � TP -1 -� CT -4B V- DETAIL @ BULLNOSE SHOWER PAN / PER ARCH 17" MOSAIC BASE DWGS \ OPEN\ SEE ARCH. PLANS FOR DIM. CUT TO ALIGN W/ CT 4B IBULLNOSE ONEIN I SCHLUTER TRIM 1 INSIDE CORNER, PROFILE. INSTALL SCHLUTER TRIM PROFILE. \ W/ THIN EDGE / INSTALL W/ THIN EDGE FACING ROOM, TYP. FACING CORRIDOR, TYP. \ START FULL TILE CT -4B 'C' - DETAIL @ MOSAIC BASE TILE AT CORRIDOR OPENING D9 SCALE: 3/4" =1'-0" U.N.O. 0 1/2' 1' 2' AT END WALL 2� PROFILE, TYP. ; n III TP -2 OPEN j is UL. CT -46 _ r _. \T' CT -413 .............................................................................................. J / \,\\ li II i LL _ / / \ 0 O n LAF1-D = z s = Y U - z O W W Z TP -2" ~ TP -2 CURB OP ! . B4 4. ID -5.2 DRAIN CENTERED ON SHOWER PAN SECTION / ELEVATION 'D' 4. DRAIN CENTERED ON SHOWER PAN CT -13 BULLNOSE CURB EDGE I FLOOR TILE PATTERN @ SHOWER STALLS 0 112' 1' 2' AXONOMETRIC 'D' SHOWER HEAD, MIXER CENTERED ON GROUT LINE SEE ARCH, PLANS FOR DIM. NOTE: SEE ARCH. DWGS FOR LAYOUT OF ACCESSIBLE STALLS SCALE: 3/4" =1'-0" 0 1/2' 1' 2' 0 5 0 6 0 7 0 8 0 9 0 10 0 "IF EDGE PROFILE, I TYP. N W/ TOP IC BASE 17" MOSAIC F-3 SHT. ID -6.1 N W/ LE ABOVE ;AVE PROFILE OUTSIDE CORNER ;AVE PROFILE )R FLOOR TILE YOUT TP -3 INSIDE C01 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. 0 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: 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 Schroeder Architects ARCHITECTURE _= INTERIORS ZZ URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 4�� - F FL OR,© 44�COO \ID S, SCHROp .. • B * .—. • AR0016346 4L (� DATE: 09-01-2017 I CT -9 SCHLUTER TRIM I SCHLUTER TRIM PROFILE. PROFILE. INSTALL \ W/ THIN EDGE / INSTALL W/ THIN EDGE FACING ROOM, TYP. FACING CORRIDOR, TYP. TP -1 � TP -1 -� CT -4B V- DETAIL @ BULLNOSE SHOWER PAN / PER ARCH 17" MOSAIC BASE DWGS \ SEE ARCH. PLANS FOR DIM. CUT TO ALIGN W/ CT 4B IBULLNOSE TILE ABOVE I SCHLUTER TRIM 1 INSIDE CORNER, PROFILE. INSTALL SCHLUTER TRIM PROFILE. \ W/ THIN EDGE / INSTALL W/ THIN EDGE FACING ROOM, TYP. FACING CORRIDOR, TYP. TP -1 —� CT -4B 'C' - DETAIL @ MOSAIC BASE TILE AT CORRIDOR OPENING D9 SCALE: 3/4" =1'-0" U.N.O. 0 1/2' 1' 2' CT -13 BULLNOSE CURB EDGE I FLOOR TILE PATTERN @ SHOWER STALLS 0 112' 1' 2' AXONOMETRIC 'D' SHOWER HEAD, MIXER CENTERED ON GROUT LINE SEE ARCH, PLANS FOR DIM. NOTE: SEE ARCH. DWGS FOR LAYOUT OF ACCESSIBLE STALLS SCALE: 3/4" =1'-0" 0 1/2' 1' 2' 0 5 0 6 0 7 0 8 0 9 0 10 0 "IF EDGE PROFILE, I TYP. N W/ TOP IC BASE 17" MOSAIC F-3 SHT. ID -6.1 N W/ LE ABOVE ;AVE PROFILE OUTSIDE CORNER ;AVE PROFILE )R FLOOR TILE YOUT TP -3 INSIDE C01 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. 0 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: 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 Schroeder Architects ARCHITECTURE _= INTERIORS ZZ URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 4�� - F FL OR,© 44�COO \ID S, SCHROp .. • B * .—. • AR0016346 4L (� DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: ROUND DRAINS, PROJECT # B4 COVE, SCALE: AS NOTED PREFERRED BY LAF PHASE: CONSTRUCTION DOCUMENTS CENTERED ON SHOWER PAN TTYP. SEE ARCH. PLANS FOR DIM. TP -3 INSIDE CORNER, TYP. COVE , 2� PROFILE, TYP. ; TP -2 is UL. li r _. I li II i n LAF1-D s = CURB OP ! . CT -13 BULLNOSE CURB EDGE I FLOOR TILE PATTERN @ SHOWER STALLS 0 112' 1' 2' AXONOMETRIC 'D' SHOWER HEAD, MIXER CENTERED ON GROUT LINE SEE ARCH, PLANS FOR DIM. NOTE: SEE ARCH. DWGS FOR LAYOUT OF ACCESSIBLE STALLS SCALE: 3/4" =1'-0" 0 1/2' 1' 2' 0 5 0 6 0 7 0 8 0 9 0 10 0 "IF EDGE PROFILE, I TYP. N W/ TOP IC BASE 17" MOSAIC F-3 SHT. ID -6.1 N W/ LE ABOVE ;AVE PROFILE OUTSIDE CORNER ;AVE PROFILE )R FLOOR TILE YOUT TP -3 INSIDE C01 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. 0 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: 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 Schroeder Architects ARCHITECTURE _= INTERIORS ZZ URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA ®017 4�� - F FL OR,© 44�COO \ID S, SCHROp .. • B * .—. • AR0016346 4L (� DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: DETAILS SHEET NUMBER: ID�5m2 2 3 4 5 0 6 7 8 9 10 11 0 12 DIRECT GLUE -DOWN tiDA CARPET TILE FLOORING 1/8" VINYL FLOORING AIIIIIIIIIIIi, 2 N I AKUH I t:L; 15 SLOPE CEMENTITIOUS FLOORING TRANSITION 0% vw walk Wff a I B K "M RB -15 MORTAR 1/4" PER FT. MIN. STRIP 0"Oft I'aft N su; Ma MAX. FLOORING TRANSITION 1/8" VINYL FLOORING utb U STRIP BRANDING I STRATEGY I DESIGN A CONC. FLOOR WHERE3/8" RUBBER ATHLETIC < Lu LEVELER AS NEEDED OCCURS z FLOORING FLOOR EDGE WHERE OCCURS 3161 MICHELSON DR. STE. 420 IRVINE, CA 92612 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIPUSA.COM FLOORING ?I G EDGE DETAIL CARPET T 0 RUBBER�TRANSITION �DE T lLTILE TO VINYL TRANSITION - TOPSET PROJECT NAME: SCASCALE. SCALE SCALE: NO SCALE 1 000 FACE OF RAMP DIRECT GLUE-DOWNRUBBER ATHLETIC FLOORING TRANSITION CARPET FLOORING z z STRIP FLOORING TRANSITION FLOORING TRANSITION STRIP (CTA -63-K) 1/8" VINYL FLOORING i STRIP 1/8" VINYL FLOORING MAX. Sanford, FL B LEVELER AS NEEDED 1l8" VINYL FLOORING PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL OEM 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 FLOORING EDGE DETAIL SCARPETTO �VINYL TRANSITION TO VINYL TRANSITION accordance with a contact, licence or agreement in writing with B4 B10 SDA. SCALE: NO SCALE RUBBERWSCALE: NO SCALE 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 DIRECT GLUE -DOWN Preliminary format for discussion. CARPET 3/8" EXISTING SLATE TILE 3/8" RUBBER ATHLETIC ISSUED FOR: FLOORING TRANSITION SLOPE CEMENTITIOUS FLOORING # DATE DESCRIPTION STRIP 2 MORTAR 1/4" PER FT. MIN. —FLOORING TRANSITION LL MAX. 09-01-17 ISSUE FOR PERMIT FLOORING TRANSITION +1 STRIP 1/8" VINYL FLOORING STRIP TILE FLOORING TILE L IN THINSET C LEVELER AS NEEDED L rz THINSET Schroeder Architects ARCHITECTURE INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 EXISTINGTILE T�OV�INYL�TRA�NII�TION�. ) CARPET TO TILE TRANSITION DETAIL E TO TILE TRANSITION �TOPET� SA0017 C4 SCALE: NO SCALE SCALE: NO 4SCALE: OSCALE ........................................................ EMMMM/ . .................. _ ...... ........ ........... �71ZI7 ........................................................ VINYL TILE PATTERN VINYL TILE PATTERN INSTALLATION DIRECTION ....................................................... N INSTALLATION DIRECTION 7++ 7 ........................................................ D. ... ... ... ... ... .. .. ... .... ... .... ... STAGGER THE DARK STRIPE DO NOT PLACE TILES WITH ALIGNING ....... .-- SO THAT THEY DO NOT LINE 1 DARK STRIPES NEXT TO EACH UP BETWEEN ADJACENT/�. .. . ................................... _./OTHER. TILES. -- - ----- AVOID PLACING TILES THAT WILL CREATE THE LOOK OF A REPEATING ..... ...................... .. ........... 7' 7.. PATTERN NEXT TO EACH OTHER. ........ FINISHED INSTALLATION SHOULD . .. ... ... ... ... .. .. .. ... ... APPEAR RANDOM. ............. ................. . ...... ....................................................... ............. .......................................... ...................................................... - OF FLO ;a .............. - ---------- . . ........ . . . PSE T S. SCHR 'Z yr 18" AROO 16346 11 NOTE: IMAGES SHOWN ARE REPRESENTATIVE OF INDIVIDUAL TILE PATTERNS. ACTUAL PATTERNS AVAILABLE MAY VARY. TO ACHIEVE E THE MAXIMUM INTENDED RANDOM RESULT, DATE: 09-01-2017 TILES SHOULD BE PULLED FROM MULTIPLE CARTONS AND PLACEMENT DECIDED PRIOR TO DRAWN BY: SDA INSTALLATION. DO NOT PLACE TILES WITH ALIGNING DARK STRIPES NEXT CHECKED BY: TO EACH OTHER. NOTE FOR REMODELS: IF DEALING PROJECT # 131 WITH AN IMPERFECT SLAB THAT IS SCALE: AS NOTED NOT FLAT, ALIGNING THE TILES INA STRAIGHT PATTERN WILL NOT ALLOW PHASE: CONSTRUCTION DOCUMENTS FOREAMS TO LINE UP i/rf yr yl i SHEET TITLE: APPROPRIATELY.OKAY TO STAGGER RINI MEN JOINTS WHEN THIS CONDITION DETAILS OCCURS. CONTACT ARMSTRONG REP W 11 .......... FOR UNIQUE INSTALLATION M CORRECTS` CONDITIONS.- INCORRECT F CORRECT VINYL TILE PATTERN PLACEMENT INCORRECT VINYL TILE PATTERN PLACEMENT SHEET NUMBER: CA VINYL TILE PATTERN PLACEMENT ID�503 SCALE: N.T.S. 2 0 3 4 0 5 6 o 7 0 8 0 A 0 10 0 11 0 12 A O B C o ■ EI FI LE 1 ° 2 3 ° 4 ° 5 ° 6 ° ° LEGEND MATERIALS LISTED ARE FOR FINISH REFERENCE ONLY. VERIFY ALL MATERIAL CLASS NOTES ROOM FINISH SNOTE: UBSTRATES WITH ARCHITECTURAL DRAWINGS INSTALLED BY REMARKS MARK SHEET TITLE: FINISH SCHEDULE FLOOR FINISHES WALL FINISHES CEILING FINISHES LAF TWILIGHT ZONE CODECOMPLIANCE: INISHFL INTERIOR FINISH FLAME SPREAD AND SMOKE -DEVELOPED - G.C. G.C. GLUE -DOWN. MONOLITHIC INSTALLATION, DIRECTION PER PLAN CRI GREEN LABEL PLUS #GLP9968 C-1 CARPET BASE 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.) CB -1 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 INSERTS -GRAPHITE 9325 SPECIFICATION MANUAL. 5. CONCRETE (SMOOTH). FINISH AS INDICATED ON PLAN. 35. CONCRETE BLOCK 58. 2'X4' MOISTURE RESISTANT/WASHABLE 2, ALL INTERIOR METAL DOORS, FRAMES, AND ACCESS 6. SHEET RESILIENT FLOORING WITH HEAT WELDED SEAMS 36. GLASS BLOCK G.C. ACOUSTICAL CEILING PANEL PANELS SHALL BE PAINTED THE COLOR OF THE 7. NOT USED 37. NOT USED 59. STAINLESS STEEL G.C. ADJACENT SURFACE, UNLESS NOTED OR DETAILED 8. PORCELAIN TILE 38. SAUNA CEDAR WALLS 60. SAUNA WOOD WALLS - OTHERWISE. 9. 18 x 18 VINYL TILE 39. RACQUETBALL TEMPERED GLASS SYSTEM 61. RACQUETBALL CEILING PANELS 3. ALL WOOD DOORS SHALL BE SELECT WHITE BIRCH 10. GLUE DOWN CARPET 40. ALUMINUM STOREFRONT AND GLASS SYSTEM 62. EXPOSED STRUCTURE INTERIOR CEILING PANEL WITH A STAIN TO MATCH LIGHT STRIPE IN OR VT 11. 3/8" RUBBER FLOORING - BY OWNER 41. PORCELAIN TILE 63. 64. CERAMIC TILE MANUFACTURED WOOD PANEL SYSTEM AT POOL CEILING INDUSTRIES WHEAT WH07. CONTRACTOR TOO PROVIDE 12. RUBBER MAT - DRI DEK 42. NOT USED _ VENDOR/G.C. VENDOR/G.C. SAMPLE. 13. CUSTOM CARPET OVER FOAM - BY VENDOR 43. RACQUETBALL PANELS 65.-66. NOT USED 4. INTERIOR STOREFRONT TO BE 14. - 15. NOT USED 44. 45. PLASTIC LAMINATE TILE BACKER BOARD (VERIFY LOCATIONS WITH ARCH. DRWGS.) LP -2 PLASTIC LAMINATE ANODIZED ALUMINUM. FINISH: 'CLEAR'. 'TANGERINE' - 46. NOT USED VENDOR KIDS KLUB MILLWORK 5. 6. ALL MIRROR EDGES SHALL BE GROUND/POLISHED. ALL CABINETS INTERIORS TO BE WHITE BASE FINISHES WAINSCOT FINISHES PAINT FINISHES 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 OF ADJACENT WALLS OR SOFFIT. 19. PORCELAIN TILE WITH COVE TRIM PROFILE AS SCHEDULED 50. WHITE FIBERGLASS REINFORCED PANELS 70. EGGSHELL B - SEMI GLOSS 8. FOR INFORMATION ON K TOWEL HOOKS AT 20. 21. 17" HIGH WAINSCOT TILE BASE 6" HIGH RESILIENT FLOORING WITH WELDED SEAMS AND 51. 52.-53. WOOD DATUM BAND (MOUNTED AT UPPER WALL) BY MILLWORKER NOT USED 71. 72. FLAT C - GLOSS MANUFACTURERS STANDARD FINISH D - EPDXY (SEMI -GLOSS) THE SHOWERS AND POOOLL SEE THE SPECIFICATION BRUSHED ALUMINUM INTEGRAL COVE BASE (3/8" RADIUS) 902 VENDOR 73.-77. NOT USED E - EGGSHELL LP -9 MANUAL UNDER ACCESSORY SCHEDULE 22. 6" HIGH VINYL COVE BASE BRUSHED PEWTER ALUM. - PAINT SHEENS ARE AS FOLLOWS. 9. VERIFY ALL ELECTRICAL AND DATA LOCATIONS 23. 4" HIGH BLACK VENTED COVE BASE LAMINATE 1. ALL WALLS AND LOW SOFFITS TO BE EGGSHELL FINISH, U.N.O. SABATINI WITH LAF I.T. PRIOR TO INSTALLING 24. 6" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE ACCENT I@ GENERAL MILLWORK LP -11 2. ALL CEILINGS AND HIGH SOFFITS TO BE FLAT FINISH, U.N.O. 10. SOLID SURFACE INTEGRAL COLOR BOWLS ARE 5. 25. 4" HIGH VINYL BASE 4" VENDOR VENDOR 3. WALLS AND CEILINGS IN WET AREAS TO BE EPDXY ENAMEL LAMINATE FABRICATED BY RANDAL RETAIL. PLEASE WILSONART HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE LINEARITY D91-18 VENDOR WITH SEMI -GLOSS FINISH. SIGNAGE LETTER FINISH AT ENTRY BROW MILLWORK CONTACT MIKE KUNERT AT (630) 761-0400 FOR LEAD 27. 6" HIGH EPDXY WITH INTEGRAL COVE BASE (3/8" RADIUS) PPG DELICATE WHITE LRV - 88 PPG1001-1 G.C. TIME AND PRICING. GENERAL, CEILING AND HIGH SOFFIT PAINT AND METAL CAP. NOT USED 4. ALL RAILINGS, KID'S KLUB SURFACES TO BE SEMI -GLOSS. 11. ALL MILLWORK AND BACKSPLASH TO WALLS JOINTS 28. NOT USED P-3 UNLESS OTHERWISE NOTED ALL ROOMS ARE TO BE PAINTED. ARE REQUIRED TO HAVE CAULKING. FINISH TO BE 29. 5" HIGH TILE BASE PPG14-10 G.C. G.C. GENERAL P-4 CLEAR OR TO MATCH ADJACENT SURFACE. 30. 18" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE 1 ° 9 ° 3 0 4 5 06 ° AINT FINISHES' AS NOTED ON IIND ROO 2 FINISH LEGEND (ID -6.0) FOR SHEEN OPTIONS. FINISH SPECIFICATIONSSHEEN MATERIAL CLASS MANUFACTURER COLOR FINISH SPEC. NUMBER SUPPLIED BY INSTALLED BY REMARKS MARK SHEET TITLE: FINISH SCHEDULE CARPET CLASS I SHAW LAF TWILIGHT ZONE _ - G.C. G.C. GLUE -DOWN. MONOLITHIC INSTALLATION, DIRECTION PER PLAN CRI GREEN LABEL PLUS #GLP9968 C-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 CB -1 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-2 C-3 ENTRY MAT GRAND ENTRANCE PEDIMATCARPET CONSTRUCTION SPECIALTIES INC. INSERTS -GRAPHITE 9325 BLACK ANODIZED - .. GC .. GC 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. - ACOUSTICAL CLNG TILE, 2'X4' CLASS A ARMSTRONG 'CLEAN ROOM VL870' - _ G.C. G.C. WATER RESISTANT ACT -2 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 I@ 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 i 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 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 WBA 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 08821.2.3 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. SEAM WELDS TO MATCH FLOORING COLOR. SV -3A VINYL TILE FLOORING CLASS I ARMSTRONG JET NATURAL NATURAL CREATIONS MYSTIX TP782 G.C. G.C. 'FLOOR SCORE' CERTIFIED 18 X 18 MAIN OPEN EXERCISE AREA SV -3B VINYL TILE FLOORING CLASS I ARMSTRONG JET CHARCOAL MYSTIX NATURAL CREATIONS TP798 G.C. G.C. 'FLOOR SCORE' CERTIFIED 18 X 18 WALKWAY @ GROUP EXERCISE ROOMS, CYCLING SV -4 VINYL PLANK FLOORING CLASS I ARMSTRONG SIDELINE CHARCOAL NATURAL CREATIONS MYSTIX TP799 G.C. G.C. 'FLOOR SCORE' CERTIFIED 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.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 FINISH 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 Y 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 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. LV TRANSITION AT FACE OF RAMP WHERE WALL RETURNS ZERO RB -17 VINYL EDGING JOHNSONITE BURNT UMBER - CTA -63-K G.C. G.C. RUBBER TO LVT TRANSITION WFA WOOD FLOORING BY CONTRACTOR 'MAPLE' - "- G.C. G.C. ATHLETIC FLOORING BF -1 NOT USED FWA 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. RMA 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 SCOTT BELASCO (847) 8405975 (CELL) S.BELAS000SAMSUNG.COM DAL -TILE MORGAN STEPHENSON 802.909-2131 MORGAN.STEPHENSONODALTILE,COM JOHNSONITE REP: LINDA HINOJOSA LINDA, HINOJOSAGTARKETT.COM (949) 397.4217 WILSONART REP: TAMARA TOPPING (562) 370.8836 ECORE INTL. REP: DAVID SIDES (415) 309.4317 DAVID.SIDESGECOREINTL.COM HOLLMAN SANDRA MALLETTE (972)815.4081 GRAND ENTRANCE CONSTRUCTION SPECIALTIES, INC. (888) 424.5287 georders&-sgroup,com SHAW REP: DOUG JAGERMAN 949.285-1821 doug.)agerman®shawinc.com ARMSTRONG REP: DEBORAH PICKENS(CEILINGS) NATIONAL ACCOUNT PROGRAM (480) 8954053 NA Customer Service (800) 442.4212 e-mail: dlpickens®armstrong.com PPG PAINT REP: PEG COLLINS (809) 509.1402 (cell) LATICRETE REP: RICK COURY (800) 243.4786 ARMSTRONG JS SWEETLAND (FLOORING) (480) 796.4388 CELL DRI-DEK (800) 348.2398 3 -FORM REP: BETTY FRIEDRICHS (800) 728-0128 CHEMETAL (800) 807.7341 FOR LOCAL DISTRIBUTOR 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: '44 ce� 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 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 format for discussion. ISSUED FOR: # DATE DESCRIPTION 09-01-17 ISSUE FOR PERMIT Schroeder Architects ARCHITECTURE ZZ INTERIORS is URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 O F FL dR,Q y' �00 S. SCHROF,�� AROO16346 RED DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: FINISH SCHEDULE SHEET NUMBER: A B WN IIIIIIIIIRI 0 E F 1 2 3 4 5 0 6 0 7 8 9 10 11 12 TILE SPECIFICATIONS MARK MATERIAL MFR. NAME COLOR FINISH SPEC. NUMBER SUPPLIED BY INSTALLED BY REMARKS G-1 TYPICAL FLOOR GROUT LATICRETE - 'NATURAL GRAY' SPECTRA LOCK PRO 24 G.C. G.C. WET AREA, LOCKER ROOM FLOORS AND BASE TYPICAL FLOOR GROUT ALTERNATE MERKRETE - 'NATURAL GRAY' PRO-EPDXY D-35 G.C. G.C. G-2 TYPICAL WALL GROUT LATICRETE - 'LIGHT PEWTER' SPECTRA LOCK PRO 90 G.C. G.C. WET AREA WALLS, SHOWER CEILING TYPICAL WALL GROUT ALTERNATE MERKRETE - 'SILVER PRO-EPDXY D-30 G.C. G.C. G-3 TYPICAL FLOOR GROUT LATICRETE - 'NATURAL GRAY' SPECTRA LOCK PRO 24 G.C. G.C. ENTRY TILE, WALKWAYS TYPICAL FLOOR GROUT ALTERNATE MERKRETE - 'NATURAL GRAY' PRO-EPDXY D-35 G.C. G.C. CT -1A FIELD TILE DAL -TILE IMAGICA MIDNIGHT 12" X 24" IG98 G.C. G.C. NOTE: 8 WEEK LEAD TIME ENTRY AND WALKWAY TILE, SEALED PER MGR. INSTRUCTIONS. ORDER DIRECTLY FROM TAMARA GRANDUSKY AT DALTILE. PLEASE REFERENCE THIS PROJECT FOR LAF PRICING. CT -1 B BORDER & BASE DAL -TILE IMAGICA HAZE 12" X 24" IG97 G.C. G.C. CT -2 UNGLAZED MOSAIC DAL -TILE KEYSTONES PEPPER WHITE 1"X 1" D037 G.C. G.C. POOL / SPA (WHERE OCCURS) ACCENT TILE (1 OF 4) LAF CUSTOM MOSAIC FLOOR PATTERN, ACCENT CT -3A UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES BISCUIT 1"X 1" D317 G.C. G.C. CT -313 UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES ARCHITECTURAL GRAY 1"X 1" D109 G.C. G.C. (2 OF 4) LAF CUSTOM MOSAIC FLOOR PATTERN, FIELD AND ACCENT 17" BASE. CT -3C UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES BLACK 1 "X 1" D311 G.C. G.C. (3 OF 4) LAF CUSTOM MOSAIC FLOOR PATTERN, ACCENT CT -3D UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES URBAN PUTTY 1 "X 1" D161 G.C. G.C. (4 OF 4) LAF CUSTOM MOSAIC FLOOR PATTERN, ACCENT CT -4A WALL TILE DAL -TILE EVER EARTH - UNPOLISHED 8" X 24" EV05 G.C. G.C. WALL FIELD TILE: VANITIES, SHOWERS AND TOILET AREAS. CT -413 WALL TILE DAL -TILE EVER MOON - UNPOLISHED 8" X 24" EV01 G.C. G.C. WALL FIELD TILE: VANITIES, SHOWERS AND TOILET AREAS. CT -5 NOT USED LOCATIONS: LAF 14 "• 1211 ADD TOP COURSE OF POOL, WET CORRIDORS, BASE TILE PATTERN (BOTTOM CT -6 NOT USED UNDER SINKS AND PORTION OF 1 T' BASE AND 5" BASE), SPECIFIED TO CREATE COUNTERS AT SEE DETAILS F1 & F3 / ID -6.1. A 5" COVE BASE CT -7 UNGLAZED MOSAIC DAL -TILE KEYSTONES PEPPER WHITE 1"X 1" D037 G.C. G.C. GUTTER EDGE - S812 CT -8 UNGLAZED MOSAICS DAL -TILE KEYSTONES GALAXY 1" X 1" D023 G.C. G.C. LANE MARKERS, TREADS @ POOL/SPA (WHERE OCCURS) CT -9 WALL TILE DAL -TILE EVER MOON - UNPOLISHED 3" X 24" EV01 G.C. G.C. S -43F9 SURFACE BULLNOSE CT -10 CEILING TILE DAL -TILE MATTE MATTE BISCUIT 4-1/4" X 4-1/4" K775 G.C. G.C. FIELD TILE (SHOWER CEILINGS) MOUNTED @ 45 DEGREES CT -11 UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES ARCHITECTURAL GRAY 1" X 1" D109 G.C. G.C. BASE OUTSIDE CORNER UNIVERSAL TRIM - S812 CT -12 NOT USED FIELD CUT TILE TO I" HIGH G.C. G.C. TO MATCH V COURSE, CT -13 UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES BLACK 1 "X 1" D311 G.C. G.C. BULLNOSE S862 - HORIZONTAL APPLICATION CT -14 NOT USED 1 # D3115C813 FIELD CUT TILE TO 1" HIGH CT -15 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1 "X 1" D311 G.C. G.C. COVE BASE AT LOCKER, POOL, WET AREAS - C813 CT -16 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 211X 2" D311 G.C. G.C. BASE @ LOCKER, POOL, WET AREAS - BULLNOSE OUT CORNER AT TOP - SC816 FIELD CUT TO MATCH 1" COURSE CT -17 COVE BASE DAL -TILE EVER EARTH 611X 12" S-36C9T G.C. G.C. COVE BASE AT RESTROOM SINKS CT -18 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1 "X 1" D311 G.C. G.C. BASE OUTSIDE CORNER UNIVERSAL TRIM - S812 CT -19 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 211X 2" D311 G.C. G.C. BASE COVE OUT CORNER - SC813 CT -20 to CT -22 NOT USED CT -23 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1 "X 1" D311 G.C. G.C. BASE IN CORNER COVE - CK813 CT -24 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1"X 1" D311 G.C. G.C. BULLNOSE S862 - VERTICAL APPLICATION CT -25 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1"X 1" D311 G.C. G.C. VERTICAL APPLICATION MOSAIC, U.N.O. CT -26 to CT -30 NOT USED CT -31 UNGLAZED MOSAIC DAL -TILE KEYSTONES PEPPER WHITE 1"X 1" D037 G.C. G.C. POOL/SPA GRIP EDGE - C701 CT -32 UNGLAZED MOSAIC DAL -TILE KEYSTONES GALAXY 1"X 1" D023 G.C. G.C. GUTTER EDGE - S812 CT -33 WALL TILE DAL -TILE COLOR WAVE KINETIC KHAKI 2" X 12" CW09 G.C. G.C. (1 OF 3) SHOWER ACCENT WALL TILE CT -34 WALL TILE DAL -TILE FABRIQUE CREME LINEN 2" X 24" P686 G.C. G.C. (2 OF 3) SHOWER ACCENT WALL TILE CT -35 WALL TILE DAL -TILE FABRIQUE GRIS LINEN 4" X 24" P690 G.C. G.C. (3 OF 3)SHOWER ACCENT WALL TILE LAF TILE PANEL TYPES LAF 1-A UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES CUSTOM 12"X24" N210 G.C. G.C. CUSTOM FLOOR TILE PATTERN LAF 1-13 UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES CUSTOM 12"X24" N211 G.C. G.C. CUSTOM FLOOR TILE PATTERN LAF 1-C UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES CUSTOM 12"X24" N212 G.C. G.C. CUSTOM FLOOR TILE PATTERN LAF 1-D UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES CUSTOM 12"X24" N213 G.C. G.C. CUSTOM FLOOR TILE PATTERN LAF 2 UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES ARCHITECTURAL GRAY 12"X24" D109 G.C. G.C. MIDDLE 12" OF 17" MOSAIC TILE BASE LAF 3 UNGLAZED MOSAIC - ABRASIVE " DAL -TILE KEYSTONES COLOR VARIES 1" X 16" ORDER IN SECTIONS G.C. G.C. OUTSIDE CORNER OF 17" BASE (D311-SC816, D317 -S812, D109 -S812 D311-SC813) *ONLY D109 -S812 IS ABRASIVE. LAF4 to LAF11 NOT USED G.C. G.C. LAF 12 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1" X 12" D311 -S862 G.C. G.C. BULLNOSE TRIM AT TOP OF MOSAIC TILE BASE LAF 13 NOT USEDG.C. G.C. LAF 14 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 411 1 X 12 D311-M134C G.C. G.C. BUILT-UP BASE (BOTTOM 4 OF 171' BASE AND 5" BASE) LAF 15 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1" X 12" D311 -C813 G.C. G.C. COVE BASE LAF 16 NOT USED G.C. G.C. LAF 17 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1" X 1" D311-CK813 G.C. G.C. INSIDE CORNER OF 16" BASE AND 5" BASE - CK813 LAF 18 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1" X 5" ORDER IN SECTIONS G.C. G.C. OUTSIDE CORNER OF 5" BASE LAF 19 UNGLAZED MOSAIC DAL -TILE KEYSTONES BLACK 1" X 6" ORDER IN SECTIONS G.C. G.C. OUTSIDE CORNER OF 6" BASE LAF 20 UNGLAZED MOSAIC - ABRASIVE DAL -TILE KEYSTONES BLACK 1" X 12" D311 -S862 G.C. G.C. BULLNOSE AT TRANSITION EDGE, HORIZONATAL APPLICATION. ORDER IN SECTIONS SCHLUTER TRIM PROFILES TP -1 METAL TRIM PROFILE SCHLUTER SCHIENE ANODIZED ALUM. 8' SECTION AE 100 G.C. G.C. EDGE PROTECTION TP -2 METAL TRIM PROFILE SCHLUTER DILEX ANODIZED ALUM. 8' SECTION AHK 1 S 100AE G.C. G.C. COVE PROFILE TP -3 METAL TRIM PROFILE SCHLUTER DILEX ANODIZED ALUM. - 190 AHK 1S 100AE G.C. G.C. INSIDE CORNER TP -4 METAL TRIM PROFILE SCHLUTER DILEX ANODIZED ALUM. - E90 Q AHK is 100AE G.C. G.C. OUTSIDE CORNER TP -5 METAL TRIM PROFILE I SCHLUTER DILEX I ANODIZED ALUM. I - I V AHK I G.C. I G.C. I CONNECTOR NOTE: DAL -TILE 1. POOL AND LOCKER ROOM FLOOR TILE PATTERN L.AF1-A,B,C & D SUPPLIED IN 12"X24" SHEET SIZE (SEE DETAIL ID -6.2), ORDER PATTERN #TBD CONTACT: MORGAN STEPHENSON 2. POOL AND WET CORRIDOR TILE 17" BASE PATTERN SUPPLIED IN THREE PARTS. TOP BULLNOSE PIECE LAF12 1"X12" LINEAL FT. (ORDER SKU # D311 -S862), MIDDLE FIELD PIECE LAF 2 12"X24" SHEET SIZE (602) 909-2131 (ORDER SKU # D109 ABRASIVE), AND BASE PIECE LAF14 4" BUILT-UP BASE (ORDER SKU # D311-MB4C) -SEE DETAIL F3/ID-6.1. INSIDE AND OUTSIDE CORNERS PROVIDED IN LINEAL FT. Morgan.Stephenson@DalTile.com - CONTACT DAL -TILE REP. MORGAN STEPHENSON. 3. ALL MOSAIC TILES TO BE ABRASIVE (EXCEPT BLACK D311 USED IN VERTICAL APPLICATIONS) NOTE: USE G 1 AT BASE 5" MOSAIC TILE COVE BASE DETAIL SCALE: 1-1/2" =1'-0" 0 4" 8" 16" 1 0 2 0 TYP. @ TOP ROW WATER PROOFING MEMBRANE WHERE OCCURS. MORTAR SET, — SLOPE TO DRAIN TO POOU TO SHOWER/ WET CORRIDOR TOILETS WHERE OCCURS I I CT -1( I I L I ",//1 I� I I� I Ips I I I LJ LAF 14 \ i -17 ORDER ORDER 4"BUILT-UP TILE BASE SKU # �— D311-MB4C (INDIVIDUAL 1X1 TILES TRENCH DRAIN CALLED OUT FOR REFERENCE ONLY) LAF 3 WHERE OCCURS NOTE: REFERENCE OUTSIDE (SEE ARCH SET NOTE: USE G-1 AT BASE CORNER DETAIL E8 (LAF3) / ID -6.1 FOR LOCATION) FOR ORDERING OUTSIDE CORNER CONDITION F3 TILE @POOL WAINSCOT BASE SCALE: 1-1/2" = 1-0 0 4 81, 16 3 0 4 0 TYP. @ TOP OUTSIDE CORNER OUTSIDE CORNER (12 ROWS) LAF 17 CT -23 TYP. @ BOTTOM INSIDE CORNER OUTSIDE CORNER (3 ROWS) TYP. @ BOTTOM OUTSIDE CORNER LAF 1-A To LAF 1-D FIELD CUT 2"X2" CT -16 TOP OUTSIDE LAF 12A TYP, @ TO' CORNER TO MATCH CT -24 OUTSIDE 1" COURSE TYP, @ TOP CORNER ROW SKU #S T.B.D. DETERMINED PER ARCH. LOCATIONS: FOR OUTSIDE _ CT -18 CORNER 3 ROWS ------------------❑ ❑ ❑ I CT -25 ❑ ❑ ❑ ❑ TYP. @ OUTSIDE ORDER PRODUCT # 3ROWS i ❑❑❑❑❑❑ 0 I � CORNER D31 1 -S81 2 (SOLD PER LINEAL FT.) 0�'� I I RESTROOMS, I I LAF 17 LOCKER AND CT 15 , ; CT -23 i TYP. @ TYP. @ BOTTOM LAF1-B BOTTOM I INSIDE CORNER I ROW I TRANSITION (VERIFY I- LAF 14 LAF 18 CT -19 ORDER 4" BUILT-UP BASE TILE NOTE: REFERENCE OUTSIDE TYP @ BOTTOM 12" PATTERN # D311-MB4C CORNER DETAIL E8/ID-6.1 FOR OUTSIDE CORNER BASE TILE PATTERN (TOP PORTION (INDIVIDUAL 1X1 TILES CALLED ORDERING OUTSIDE CORNER CT -3C OUT FOR REFERENCE ONLY) CONDITION NOTE: USE G 1 AT BASE 5" MOSAIC TILE COVE BASE DETAIL SCALE: 1-1/2" =1'-0" 0 4" 8" 16" 1 0 2 0 TYP. @ TOP ROW WATER PROOFING MEMBRANE WHERE OCCURS. MORTAR SET, — SLOPE TO DRAIN TO POOU TO SHOWER/ WET CORRIDOR TOILETS WHERE OCCURS I I CT -1( I I L I ",//1 I� I I� I Ips I I I LJ LAF 14 \ i -17 ORDER ORDER 4"BUILT-UP TILE BASE SKU # �— D311-MB4C (INDIVIDUAL 1X1 TILES TRENCH DRAIN CALLED OUT FOR REFERENCE ONLY) LAF 3 WHERE OCCURS NOTE: REFERENCE OUTSIDE (SEE ARCH SET NOTE: USE G-1 AT BASE CORNER DETAIL E8 (LAF3) / ID -6.1 FOR LOCATION) FOR ORDERING OUTSIDE CORNER CONDITION F3 TILE @POOL WAINSCOT BASE SCALE: 1-1/2" = 1-0 0 4 81, 16 3 0 4 0 TYP. @ TOP OUTSIDE CORNER OUTSIDE CORNER (12 ROWS) LAF 17 CT -23 TYP. @ BOTTOM INSIDE CORNER OUTSIDE CORNER (3 ROWS) TYP. @ BOTTOM OUTSIDE CORNER LAF 1-A To LAF 1-D ELM IWIA 'i 11 12"x24" CUSTOM FLOORTILE NOTE: POSITION OF ' PATTERN, SEE SHEET ID -62 FOR DOOR SWING TO BE PLACEMENT AND DETAILS. DAL -TILE M' SKU #S T.B.D. DETERMINED PER ARCH. LOCATIONS: LAF1 A LAF1-C POOL, WET LAF 20 CORRIDORS, 1" BULLNOSE RESTROOMS, LOCKER AND EDGE Z Liza i SHOWER AREA LAF1-B LAF1-D TRANSITION (VERIFY LAF 2 24" LOCATIONS: 12" CONC. SLAB SCHEDULED AS POOL, WET CORRIDORS BASE TILE PATTERN (TOP PORTION CT -3C OF 17" BASE), SEE DETAIL F3 / ID -6.1 DAL -TILE SKU # D109 ABRASIVE ADD TOP COURSE AND BASE OF MOSAIC TILE AS SPECIFIED FIELD CUT TILE TO 1" LAF 3 HIGH TO MATCH V LOCATIONS: # D311-SC816 ARSE, DISCARD POOL, WET CORRIDORS OUTSIDE CORNER OF 17" MOSAIC BOTTOM (SEE FLOOR PLAN) TILE BASE, SEE DETAIL F3 / ID -6.1 12" # DlWW12 CT -11 ABRASIVE 3" # D311-5812 V # D311-SC813 LAF 4 TO LAF 11 NOT USED 1" LAF 12 LOCATIONS: 12" ADD MID COURSE AND POOL, WET CORRIDORS, UNDER BULLNOSE TOP (PART OF 17" BASE), BASE OF MOSAIC TILE COUNTERS AT GROOMING, CURBS SEE DETAIL F3l ID -6.1 DAL -TILE SKU AS SPECIFIED TO AT SHOWER, VESTIBULE, # D3115862 CREATE A 17" BASE STOREFRONT AND GLASS BLOCK LAF 13 NOT USED LOCATIONS: LAF 14 "• 1211 ADD TOP COURSE OF POOL, WET CORRIDORS, BASE TILE PATTERN (BOTTOM 4!1 MOSAIC TILE AS UNDER SINKS AND PORTION OF 1 T' BASE AND 5" BASE), SPECIFIED TO CREATE COUNTERS AT SEE DETAILS F1 & F3 / ID -6.1. A 5" COVE BASE GROOMING DAL -TILE SKU # D311-MB4C LAF 15 •, ADD TOP COURSES OF MOSAIC TILE AS LOCATIONS: CURBS AT SHOWER, COVE BASE (BOTTOM PORTION OF " ` , 1 r SPECIFIED TO CREATE STOREFRONT AND GLASS 6" BASE), SEE DETAILS F6, F8, F11 / I' I I' A 6 COVE BASE BLOCK ID -6.1 12" •�I DAL -TILE SKU # D311-0813 LAF 16 NOT USED LAF 17 INSIDE CORNER OF MOSAIC TILE 1 ® #D311-CK813 BASE DAL-11LE SKU # D202-CK813 FIELD CUT TILE TO I" HIGH LAF 18 TO MATCH V COURSE, LOCATIONS: OUTSIDE CORNER OF 5"MOSAIC - d - # D3115C816 DISCARD BOTTOM. GROOMING AREAS (SEE FLOOR PLAN) TILE BASE, SEE DETAIL F1/ID-6.1 # D3115812 1 # D3115C813 FIELD CUT TILE TO 1" HIGH LAF 19 TO MATCH V COURSE, DISCARD BOTTOM. LOCATIONS: - - # D311SC816 CURBS @ POOL (SEE OUTSIDE CORNER OF 6" MOSAIC � FLOOR PLAN) TILE BASE 4" # D3115812 # D311SC813 LAF ADD ROWS OF MOSAIC TILE AS SPECIFIED TO LOCATIONS: BULLNOSE (EDGE CONDITION AT 1" CREATE A TRANSITION DOOR THRESHOLD AT TRANSITION), SEE DETAIL A11/ID-6.1 FIT DEPTH OF OPENING CONCRETE TRANSITION DAL -TILE SKU # D311 -M2 121 CT -13 ABRASIVE LAF MOSAIC TILE PANEL TYPE `V% N.T.S. NOTE: FOR GENERAL TILE PLACEMENT ONLY. SEE ARCH. PLANS FOR PROJECT SPECIFIC CONDITIONS. EXTERIOR STOREFRONT AS EXTEND MOSAIC TILE OVER TOP SCHEDULED _ _ y _ _ _ TO WINDOW FRAME CT -25 LAF 12 V BULLNOSE TOP @ EDGE EXTERIOR CURB CT 24 PROVIDE t5 COURSE OF MOSAIC TILE TO FILL CURB HEIGHT • . CT -25 d, • LAF 15 COVE BASE CT 15 NOTE: USE G 1 AT CURBS NOTE: IF CURB ALIGNS W/ ARIES STOREFRONT, SEE DETAIL E ARC F8/ID-6.1 FOR SIM. CONDITION. PLANS F� CURB DETAIL @ EXTERIOR STOREFRONT SCALE. 3 -1-0 0 2 4' 8" 0 6 0 7 0 NOTE: FOR GENERAL TILE PLACEMENT ONLY. SEE ARCH. PLANS FOR PROJECT SPECIFIC CONDITIONS. STOREFRONT WINDOW AS SCHEDULED LAF 12 1 BULLNOSE TOP CT -24 PROVIDE t4 COURSE OF MOSAIC • ' ' p TILIE TO FILL CURB HEIGHT v • v LAF 15 ' COVE BASE I a NOTE: USE G-1 AT CURBS — _j NOTE: IF CURB EXTENDS PER ARCH. PLANS BEYOND STOREFRONT, SEE DETAIL F6/ID-6.1 FOR SIM. CONDITION. F8 CURB DETAIL a@ INTERIOR STOREFRONT SCALE. 3 -1-0 0 2 411 8it 8 0 9 0 DOOR AS - PER ARCH, PLANS. DOOR JAMBMALL NOTE: POSITION OF BEYOND DOOR SWING TO BE DETERMINED PER ARCH. PLANS. LAF 20 1" BULLNOSE PROVIDE 3 ± ROWS OF EDGE MOSAIC TILE AT CT -13 TRANSITION (VERIFY JAMB WIDTH CONC. SLAB SCHEDULED AS CT -3C 4" SEE FLOOR TILE FIELD PATTERN LAF1- LAF 20 THRESHOLD TRANSITION DETAIL SCALE: 3"= V-0" ALIGN GROUT JOINTS WITH CT -4B EQ. 3/16" GROUT JOINT RECOMMENDED BY DALTILE USE G_2 GROUT. ACCENT TILE AT SHOWER WALL 0 2" 4" 8" CT ALTERNATE ROWS CT OF TILE AS SHOWN 33 AT SHOWER WALL CCT CT 1 FULL COURSE AT 413 1 CORNER. DO NOT CUT CUT TILES TO OCCUR ONLY AT END COURSES OF FIELD TILE AREA OFFSET CT -33 (GLASS TILE) JOINTS APPROX. 6" FROM CT -34 / CT -35 JOINTS, IF ALIGNED WITH CT -34 / CT -35, GROUT JOINTS WILL CREEP / NOT ALIGN EXACTLY. -ALIGN MIDDLE OF CT -33, CT -34, CT -35 WITH CENTER OF SHOWER WALL. SCALE: 3/8" =1'-0" 0 1' 2' -- 4' 0 1 1 0 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: IIL FOCTH IE � 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 Schroeder Architects ARCHITECTURE _= INTERIORS =j URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA 0017 �ptE O F_ F (, OR/� e, SCHROFGc,9 AR0016346 DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: TILE SPECIFICATIONS SHEET NUMBER: A 0 B 0 C 0 D 0 E F 1 2 0 3 0 4 5 6 7 0 8 9 0 10 11 12 -17 x OT 3C ``.....T1 V TYP. AT -: x f v i I l k TOILET AREAS y I I 3D. ✓I ..., , C L � , - )A LAF -20 ; ✓ �, OT-3C LAF 1-B T a. F TYP. FIELD TILE UNO_.: ... ...I �y I TILEAU,N iO{ ; ..T9LE U AF.ff _ :771 LAI F 1 -DI LAF F TYP. AT SHOWER TYP. AT SHOWER PANS PANS 0< t 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 LOCKER BAYS LAF 1-B TYP. FIELD TILE U.N•O. 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 FV r 24" It 24" D311 BLACK N D161 URBAN PUTTY D109 ARCH. GRAY D317 BISCUIT LAF1-C D317 BISCUIT D161 URBAN PUTTY D109 ARCH. GRAY D311 BLACK KEYNOTES:TILE NOTE:• • OCCUR O OR ON •• FOR APPLICABLE NOTED ■■■■■■■w■■■■■■■■■■■■■w■■ HM ■■■%■■A■■w■ .. -• - ■w■■�,■■■�-���=■ ��TRANSITION TO FIT DEPTH OF OPENING -E��IURBAN PUTTY RUN 12"X24" PANELS IN 24" DIRECTION AS SHOWN. •■■■■%■■■■iwis■.r■ARCH.GRAY SLOPE CEMENTITIOUS MORTAR 1/4"PER FT. MAX AS REQUIRED ATTRANSITION BETWEEN TILE MATERIAL OF DIFFERENT THICKNESS. ■�,■■■■■;�■■i■ -DIRECTION 1:W I VA BISCUIT D317 BISCUIT LAF1-1) DETAIL'A' TYPICAL PATTERN LAYOUT AT LOCKER ROOMS C7 CUSTOM MOSAIC PATTERN PANELS SCALE. 1-1/2 - 1-0 0 4 8 16 CUSTOM TILE LAYOUT PLAN SCALE: 3/16"=1'-0" 0 2' 4' 6' 1 0 2 0 3 4 0 5 0 6 7 0 8 9 0 10 11 o 12 LAF 1-A LAF 1-B ALTERNATE LAF 1-D TYP. AT SHOWER PANS 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 -a061weI IVk .", L� LrJ IJV FR Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the properly 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 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA (0017 0" , yP00 E. SCHRO"C' A 80016346 c'sr•-- DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: TILE PATTERN DETAILS SHEET NUMBER: ID�602 �I�j� it■qj�it li I1 j i��+ �i,■ 1� �1 i, it �y I TILEAU,N iO{ ; ..T9LE U AF.ff _ :771 LAI F 1 -DI LAF F TYP. AT SHOWER TYP. AT SHOWER PANS PANS 0< t 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 LOCKER BAYS LAF 1-B TYP. FIELD TILE U.N•O. 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 FV r 24" It 24" D311 BLACK N D161 URBAN PUTTY D109 ARCH. GRAY D317 BISCUIT LAF1-C D317 BISCUIT D161 URBAN PUTTY D109 ARCH. GRAY D311 BLACK KEYNOTES:TILE NOTE:• • OCCUR O OR ON •• FOR APPLICABLE NOTED ■■■■■■■w■■■■■■■■■■■■■w■■ HM ■■■%■■A■■w■ .. -• - ■w■■�,■■■�-���=■ ��TRANSITION TO FIT DEPTH OF OPENING -E��IURBAN PUTTY RUN 12"X24" PANELS IN 24" DIRECTION AS SHOWN. •■■■■%■■■■iwis■.r■ARCH.GRAY SLOPE CEMENTITIOUS MORTAR 1/4"PER FT. MAX AS REQUIRED ATTRANSITION BETWEEN TILE MATERIAL OF DIFFERENT THICKNESS. ■�,■■■■■;�■■i■ -DIRECTION 1:W I VA BISCUIT D317 BISCUIT LAF1-1) DETAIL'A' TYPICAL PATTERN LAYOUT AT LOCKER ROOMS C7 CUSTOM MOSAIC PATTERN PANELS SCALE. 1-1/2 - 1-0 0 4 8 16 CUSTOM TILE LAYOUT PLAN SCALE: 3/16"=1'-0" 0 2' 4' 6' 1 0 2 0 3 4 0 5 0 6 7 0 8 9 0 10 11 o 12 LAF 1-A LAF 1-B ALTERNATE LAF 1-D TYP. AT SHOWER PANS 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 -a061weI IVk .", L� LrJ IJV FR Sanford, FL PROJECT ADDRESS: Lake Mary Blvd and Orlando Road Sanford, FL General Notes 1. The design shown on this drawing is the properly 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 Schroeder Architects ARCHITECTURE jj INTERIORS jj URBAN DESIGN F06000005343 3118 E Shadow Avenue, NE Atlanta, Georgia 30305 Tel. 404 733 2626 SA (0017 0" , yP00 E. SCHRO"C' A 80016346 c'sr•-- DATE: 09-01-2017 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: TILE PATTERN DETAILS SHEET NUMBER: ID�602 AB ACI AFF AISC AISI ARCH ASTM AWS BFF BFG BL BM BLDG BO BN BRG BOD BOF BOM BOS BOT CJ CL CLR CMU COL CONC COND CONST CONT CEN DIA DEN DBL EA EF EIFS EJ EL ELEC EQ ETR EW FDN FF FN FOA FS FTG FV GA GC GYP H HORIZ HSA HSS INFO ISO JBE JST JT KSI LB LLH LLV LONG MAX MECH MFR MIN MISC MO M TL NIC NO NS NTS OC OD OH OPP OSL PAF PC PCF PL PLF PLUMB PMEJ PSF PSI QTY REF REINF REQD REV RO RTU SCHED SDI SIM SJI SP SPECS SQ STRUC T&B THK TO TOC TOF TOGB TOM TOS TOW TRANS TYP UNO VERT W WP ABBREVIATIONS ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ABOVE FINISHED FLOOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE ARCHITECTURAL AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WELDING SOCIETY BELOW FINISHED FLOOR BELOW FINISHED GRADE BLOCK LINTEL BEAM BUILDING BOTTOM OF BOUNDARY NAILING BEARING BOTTOM OF DECK BOTTOM OF FOOTING BOTTOM OF MASONRY BOTTOM OF STEEL BOTTOM CONTROL JOINT CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONDENSER UNIT CONSTRUCTION CONTINUOUS CONTINUOUS EDGE NAILING DIAMETER DISCONTINUOUS EDGE NAILING DOUBLE EACH EXHAUST FAN EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL EQUAL EXISTING TO REMAIN EACH WAY FOUNDATION FINISHED FLOOR FIELD NAILING FACE OF ANGLE FAR SIDE FOOTING FIELD VERIFY GAGE GENERAL CONTRACTOR GYPSUM BOARD HEIGHT HORIZONTAL HEADED STUD ANCHOR HOLLOW STRUCTURAL SHAPE INFORMATION ISOLATION JOIST BEARING ELEVATION JOIST JOINT KIPS PER SQUARE INCH LENGTH POUNDS LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING METAL NOT IN CONTRACT NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPPOSITE OUTSTANDING LEG POWER ACTUATED FASTENER PRECAST POUNDS PER CUBIC FOOT PLATE POUNDS PER LINEAR FOOT PLUMBING PREMOLDED EXPANSION JOINT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH QUANTITY REFER TO REINFORCING REQUIRED REVERSE ROUGH OPENING ROOF TOP UNIT SCHEDULE STEEL DECK INSTITUTE SIMILAR STEEL JOIST INSTITUTE SPACES SPECIFICATIONS SQUARE STRUCTURAL TOP AND BOTTOM THICKNESS TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRADE BEAM TOP OF MASONRY TOP OF STEEL TOP OF WALL TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WIDTH WORK POINT 2. GRAVITY LOADS A. DEAD LOADS - ROOF INSULATION AND METAL DECK - ROOF STEEL - ROOF MECH, ELEC, PLUMBING, SPRINKLER, & MERCHANDISE - ROOF MISC TOTALS B. LIVE LOADS 1. ROOF 3. LATERAL LOADS A. WIND LOADS 2014 FLORIDA BUILDING CODE 6 PSF 5 PSF 6 PSF 3 PSF 20 PSF 20 PSF 1. BASIC WIND SPEED (3 -SECOND GUST) LAP BAR SIZE - ULTIMATE WIND SPEED 144 MPH 1'-10" - SERVICE WIND SPEED 112 MPH 2. RISK CATEGORY III 3. WIND EXPOSURE CATEGORY C 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) (LOADS ALREADY INCLUDE 0.6 LOAD COMBINATION FACTOR IN ASCE 7-10, SECTION 2.4.1) 1 • EXTERIOR WALLS (BASED ON 100 SQ FT) - INTERIOR ZONE 25.7 PSF - CORNER ZONE 28.5 PSF - PARAPETS 58.8 PSF 2• ROOF UPLIFT (GROSS) - JOIST CORNER ZONE 32.5 PSF - JOIST EDGE ZONE 32.5 PSF - JOIST INTERIOR ZONE 27.4 PSF C. SEISMIC LOADS (SERVICE) 1 • MAPPED SPECTRAL RESPONSE ACCELERATION (Ss) 7.9% 2• MAPPED SPECTRAL RESPONSE ACCELERATION (S1) 4.0% 3• 5% DAMPED SPECTRAL RESPONSE COEFF. (SDS) 0.132 4• 1 -SEC PERIOD SPECTRAL RESPONSE COEFF. (SD1) 0.093 5. IMPORTANCE FACTOR (1) 1.25 6. RISK CATEGORY III 7. SITE CLASS E 8. SEISMIC DESIGN CATEGORY B 9. BASIC STRUCTURAL SYSTEM AND SEISMIC RESPONSE BEARING WALL WITH ORDINARY SYSTEM REINFORCED MASONRY SHEAR WALLS 10. RESPONSE MODIFICATION FACTOR (R) 2 11. OVERSTRENGTH FACTOR (0o) 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 REPRODUCTIONS 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 JFTE. 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. CONSTRUC110N 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 FOUNDA11ON 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/II. 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..........................................................3/4" 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 1/2%. 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 PROTEC11ON 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 31-9- 4 2'-3" 8 4'-9- 5 2'-8" 9 g_1" 6 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 WITH 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 SPLINED 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 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 SECTIONS 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. LIGHT GAGE METAL FRAMING 1. ALL STUDS AND ACCESSORIES SHALL BE AS MANUFACTURED BY CLARKDIETRICH INDUSTRIES OR EQUAL. 2. ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (A.I.S.I.) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. 3. ALL STUDS AND RUNNERS SHALL BE FORMED FROM CORROSION- RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A446, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL AND LIGHTER, 50 KSI 54 MIL OR HEAVIER. 4. PREFABRICATED PANELS SHALL BE SQUARE WITH COMPONENTS ATTACHED IN A MANNER AS TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING. 5. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR ANGULAR FIT AGAINST ABUTTING MEMBERS. 6. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING SCREWS, POWDER ACTIVATED FASTENERS, OR WELDING. CONNECTIONS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED WITH A ZINC -RICH PAINT. 7. RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN IN THE DRAWINGS. 8. ABUTTING LENGTHS OF RUNNER SHALL EACH BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, BUTT -WELDED, OR SPLICED. 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 PER ARCHITECTURAL/STRUCTURAL DETAILS. 10. JACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILLS, ABOVE WINDOW AND DOOR HEADS, AND ELSEWHERE TO FURNISH SUPPORTS, AND SHALL BE SECURELY ATTACHED TO CONNECTING MEMBERS. 11. RESISTANCES TO MINOR AXIS BENDING AND ROTATION SHALL BE PROVIDED BY GYPSUM BOARD AND GYPSUM SHEATHING OR BY HORIZONTAL STRAP OR COLD -ROLLED CHANNEL BRACE PROVIDED. 12. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. 13. WHERE DETAILED CONNECTIONS OCCUR AT BRIDGING HOLES, INSTALL 16 GA X 1'-0" TRACK OVER STUD WITH (4) #10 SELF DRILLING SCREWS EACH LEG. CENTER TRACK ON CONNECTION. 14. MINIMUM WELD BETWEEN COMPONENTS SHALL BE 1/16" FILLET WELD 3" LONG. (SEE MANUFACTURER'S DATA FOR RECOMMENDED WELDING APPARATUS) WIRE TYING OF STUDS SHALL NOT BE PERMITTED. 15. NON -LOAD BEARING EXTERIOR METAL WALL STUDS SHALL BE DESIGNED BY CONTRACTOR. 16. ANY METAL STUD COMPONENT THAT IS NOT SPECIFIED ON THE STRUCTURAL DRAWINGS WITH A STANDARD SSMA DESIGNATION SHALL BE DESIGNED BY OTHERS. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THE METAL STUD DESIGN AND CONSTRUCTION DOCUMENTS. 18. THE METAL STUD DESIGNER SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS FOR THE ARCHITECT TO REVIEW. ALL CALCULATIONS AND DRAWINGS SHALL BE SEALED BY A LICENSED ENGINEER REGISTERED IN THE APPLICABLE STATE. 19. THE METAL STUD DESIGN SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING DESIGN ELEMENTS: (a) WALL STUDS INCLUDING JAMB LOCATIONS (b) HEADERS DESIGNED FOR GRAVITY AND LATERAL LOADING (c) TOP AND BOTTOM TRACKS INCLUDING ATTACHMENTS AND SLIP TRACKS (d) ALL CONNECTIONS SHALL SPECIFY SIZE OF FASTENERS AND AMOUNT REQUIRED (e) ANY BRACING OF METAL STUDS REQUIRED THAT IS NOT INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUPPLIED BY CONTRACTOR POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST -INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. A. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST -INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHORS AS PROVIDED BY HILTI, INC. CONTACT HILT] AT (800) 879-8000 FOR PRODUCT RELATED QUESTIONS. I. ANCHORAGE TO CONCRETE A. ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: 1. HILT] HIT -RE 500 -SD EPDXY ADHESIVE ANCHORING SYSTEM PER ICC ESR -2322 FOR SLOW CURE APPLICATIONS 2. HILTI HIT-HY 200 SAFE SET SYSTEM WITH THE HILT] HIT -Z ROD PER ICC ESR -3187 OR TRADITIONAL HOLE CLEANING PER MANUFACTURER. 3. HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILT] HOLLOW DRILL BIT (TE -CD OR TE -YD) WITH HAS -E THREADED ROD PER ICC ESR -3187. 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, OR CONTINUOUSLY DEFORMED STEEL REBAR. B. MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: HILTI KWIK HUS EZ AND KWIK HUS EZ -1 SCREW ANCHORS PER ICC ESR -3027 HILT] KWIK BOLT -TZ EXPANSION ANCHORS PER ICC ESR -1917 HILTI KWIK BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER ICC ESR -1385 C. HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: HILT] HDA UNDERCUT ANCHORS PER ICC ESR 1546 HILT] HSL -3 EXPANSION ANCHORS PER ICC ESR 1545 II. REBAR DOWELING INTO CONCRETE A. ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: 1. HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT (TE -CD OR TE -YD) WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR -3187. OR USE TRADITIONAL HOLE CLEANING PER MANUFACTURER. III. ANCHORAGE TO SOLID GROUTED MASONRY A. ADHESIVE ANCHORS USE: 1. HILTI HIT-HY200 MAX ADHESIVE ANCHORING SYSTEM PER ICC ESR -3187 2. HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR -2682. 3. STEEL ANCHOR ELEMENT SHALL BE HILT] HAS -E CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR B. MECHANICAL ANCHORS USE: HILTI KWIK BOLT -3 EXPANSION ANCHORS PER ICC ESR 1385 C. ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY D. ADHESIVE ANCHORS USE: 1. HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR -2682 2. STEEL ANCHOR ELEMENT SHALL BE HILTI HAS -E CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR 3. THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE MANUFACTURER'S RECOMMENDATION 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 RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE. 3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. 4. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI SYSTEM. 5. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 6. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. 7. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS, BY HILTI FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS. 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. SLAB AND GRADE BEAM BEARING & PLACEMENT C. STEEL WELDING D. STRUCTURAL STEEL ERECTION 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. LIGHT GAGE FRAMING Z V5 W 0 L S « U L_ Q 4 L w U z O» L S �U/ W V I U U Q vrn N � M M < o0 0 o~ L Q w 00 M L0 0 0 0 0 0 \o 0 oit�oo LL ¢w0wa0O �Cowza00i-nw P 0z00z Ix N w QW W U = w N = elf a = =¢u WZ 0WW ir } 0 U) it N w U Ix 0 O U 0 U > QW > W oWoME 0 N O r` 0 0 0 a� a U_ CD 0 of ui 0 p a 6 Z Sheet Name: STRUCTURAL GENERAL NOTES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: S090 Drawn By:Checked By: WB/KC KC 00 I 171 U- 00 I n N of M 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 XX SXX DETAIL-/ SHEET NUMBER NUMBER a CONCRETE CURB SLAB DEPRESSION r"RGr"MRG JUDVRAUG LVA POOL AN SPA REF 5/S2.0 FOR DETAIL, NCH DRAIN t �I N PER^GEO CHNICAL GINEER REF ARCH FOR LOCATION 7/S2.0 -- - - - I I v _IP-- ji-L-- --------------------------- - - - - ------------ - --�' V��-j .� REF 8S2.0 - --- ------------------- 2'-0" (FN.)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" 35'-0" (F.V.) 110'-1" (F.V.) go_5" (F.V.) 10'-1i" (F.V.) 14'-4" (F.V.) 6'-11" 6'-9" '-3 12'-9" (F.V.) 10'-O" (F.V.) (F.V.) (F.V.) (F.V.) F.V. (F.V.) (F.V.) F.V. 4 1. 2.4 2.7 2.8 2.9 3.41 .4 3.7 3.8 4.8 4.9 5.4 5.6 .185.8 © 6.26.3 FOUNDATION PLAN 3/32"=1'-0" �_-10(j X�0.71�12/ `L U- � oo ��w Q � W W 9 OW 0z mF--MWOOZO0 C0 Dz N~❑ w Q W W W CL =QW-ZwOw� O LU wwwwwUwIx 0 =�j 1: °0 r O CO O FOUNDATION PLAN i o\0 Issue Date: 170264 z O N sloo Drawn By: Checked By: rrn KC wro 0 v)¢ O O c d U ra �v N -a+ -0 rq~ raQ ._ » U w 00 r L - M O L N w O O" i C s V it ❑ 0 LU o v p O o O I CA `L U- � oo ��w Q � W W 9 OW 0z mF--MWOOZO0 C0 Dz N~❑ w Q W W W CL =QW-ZwOw� O LU wwwwwUwIx 0 =�j 1: °0 r O CO O Sheet Name: FOUNDATION PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: sloo Drawn By: Checked By: WB/KC KC 0 N r O C ❑ 0 0 a U ❑ as a o` LL 0 Z s Sheet Name: FOUNDATION PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: sloo Drawn By: Checked By: WB/KC KC EXISTING SLAB _1/4" EXP JT. FLUSH WITH EXIST. #4x1'-6" AT 12" OC DRILL & EMBED 6" INTO EXIST SLAB WITH HILT] HY-200 #4 AT 12" O.C. EW FF EL REF PLAN SECTION AT NEW TO EXIST SLAB 3/4"=1'-0" 18" 1 #3 DOWEL AT 12" OC • C I (2) #4xCONT-_� #4 AT 12" OC g" MIN NOTE: COORDINATE DRAIN TYPE, CONFIGURATION & REQUIREMENTS WITH POOL, ARCH'L AND PLUMBING DRAWINGS DRAIN WIDTH 10 SLAB REINF REF PLAN Z Q a 00 I I = Z I I 6" MIN DRAIN PIPING REF POOL DRAWINGS 5 POOL TRENCH DRAIN S2.0 J 3/4"=1'-0" K�9 TYPICAL DETAIL #4xCONT NOTE: NO CURB AT SIM AT EDGE REF = ARC U CONT SLAB REINF a REF 3/S2.0 REF PLAN ---\ WATERSTOP CONT OIL FIN FLR EL REF PLANw ff N 1'-0" w Z U_ J a �w mW RECESSED SLAB (6" OR LESS) N 2 TYPICAL CURB DETAIL S2.0 3/4"=1'-0" 5 5 POOL DESIGNED BY OTHERS — N REF ARCH I_ 1'-0" FINISH REF ARCH U REF PLAN FOR SLAB a THICKNESS AND REINF 2x4 KEYWAY WATERSTOP CONT SLAB REINF REF PLAN—%, 3' S2.0 N tti POOL DESIGNED " BY OTHERS — N #4xCONT WET AREA W fL' � • Ln #4 DOWEL AT 16" OC TYPICAL CURB DETAIL 3/4"=1'-0" FINISH REF ARCH REF PLAN FOR SLAB a THICKNESS AND REINF ��101'-0• REF ARCH VERIFY W/ CHAIRLIFT MANUF AT CHAIR LIFT 0 I r #5 AT 12" OC EA WAY (2 MIN) 20 KEYWAY 0 3/4- CHAMFER— SLAB REINF REF PLAN- ROUGHEN LAN- ROUGHEN BLDG SLAB, PLACE BONDING AGENT AND POUR PAD OVER RAISED HOUSEKEEPING PAD WITH 6x6-W1.4xW1.4 AT MID SLAB DEPTH SECTION AT RAISED FLOOR 3/4"=1'-0" EDGE OF CONCRETE SLAB — 4X/ 2-#4x5'-0" - 2" FROM TOP TYPICAL RE-ENTRANT SLAB DETAIL 6 SLAB EDGE AT POOL KTSLAB EDGE AT POOL 8 TYPICAL DETAIL S2.0 3/4"=1'-0" �-o 3/4"=1'-0" �-o 3/4"=1'-0" C.L. CONST. JOINT I PRE -MOLDED CONST. JOINT W/ #4 x2'-0" ® 24" SLAB REINF. TYP. w a NOIE: CONSTRUCTION JOINT 1. PROVIDE SAW -CUT WITHIN 24 HOURS OF SLAB CURING TO PREVENT ANY SAW -CUT Vx1" DEEP DAMAGING OF SLAB. REF. PLAN FOR LOCATION 2. SEAL ALL SAW -CUT JOINTS PER ARCHITECTS REQUIREMENTS. SLAB REINF. TYP. w a SAWCUT CONTROL JOINT 10 CONTROL JOINT DETAIL S2.0 J 3/4"=1'-0" LL J 0 0 W < w Z ¢ Cl) Z) - � za m I- 2 w 0 z O z o�o�wCZ, aWO o0�zI-IX CL - z =¢w-ZWOW� w¢M=o�:L IY w irCl) w U U FE O 8:D U) � d' w�Z3 3: U Z 00=wwawf—w V=UMV=000 Cl) �0WLL =— oCO0�� FOUNDATION DETAILS z o04 Issue Date: 170264 z O N • 0 .S2 Drawn By: Checked By: M KC I V1M C rnw r- 00 U^ �v W O c �� s 1 U ,J 00 L rh °a igr L N w z Q� O~ « L s M � r M LU O v 0 0 a (u7 O N C LL J 0 0 W < w Z ¢ Cl) Z) - � za m I- 2 w 0 z O z o�o�wCZ, aWO o0�zI-IX CL - z =¢w-ZWOW� w¢M=o�:L IY w irCl) w U U FE O 8:D U) � d' w�Z3 3: U Z 00=wwawf—w V=UMV=000 Cl) �0WLL =— oCO0�� Sheet Name: FOUNDATION DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: • 0 .S2 Drawn By: Checked By: WB/KC KC I 0 N 1 igr o cc 0 C 0 Q .0 E 0 I.i O LL o 0 Sheet Name: FOUNDATION DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: • 0 .S2 Drawn By: Checked By: WB/KC KC I G.5 10) ro LL - v 00 I M) N L.� a 00 I LL v R 0 I cc 4" (F. V.) 31'-8" (F.V.) to -i2 kr.v.j ij—w2 kr.v.1 J. 5--4 .. 23'-0" (F.V.) is -i2 rr.v.) T -9f" L IV - I 12 kr -V-) 5'-3" l0-;)2 kr.v.) 5'-2�" 8'-11" m-42 (F.V.) 1L-42 t,r.V.) 13'-1" (F.V.) 7'-8" 21'-3' (F.V.) 4'-5" I I (F.V.) I I (F.V.) g'-9" I (F.V.) 18'-8" (F.V.) (F.V.) (F.V.) I (F.V.) I I I � �w o ' 30'-0" (F.V.) IN ROOF FRAMING PLAN 3/32"=1'-0" i I I i I i 26'-4" (F.V.) L I 28'-8" (F.V.) L -- -- --- -'I-- --- �_ --- -- I I I REPAIR EXISTING FINISHES AS REQ'D PER ARCHITECT' 3'-8" (F.V.) 15'-8" (F.V.) 14'-6" (F.V.) 15'-10" (F.V.) 5'-0" 16'-0" (F.V.) 8'-8" (F.V.) (F.V.) (F.V.) Z(g I 35'-0" (F.V.) n 0 R Go I M L: I >i C v I R D EXIST W12x191 EXIST W12x14.,4 -- - SLOPE EXIST HSS12>6x3/8- -- LLJ__ _. FXISI W1 - CANTILEVER I I I I I I I I , I 10'-1j" (F.V.) 9'-5" (F.V.) 10'-1j" (F.V.) 14'-4" (F.V.) 6'-11" 6'-9" '-3' 12'-9" (F.V.) 10'-0" (F.V.) (F.V.) (F.V.) (F.V. .8 4.9 5.4 5.67 5.8 6 6.2 6.3 6.7 O G.5 0 101 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. Z oM � O N � M M v � � 00 u� v �Q L Ln LW 202 F7) It ro 0 0 0 0 0 N LL O o L/) Il - J ° 0 wz za �- U Z Z W O d p Ix g NF=pWw-LLj F- W W O j. Z 0 2 Q W Z W O W o!wXU)w=w.a L p X Y) O aw�Z=3U 00=LLILV www C-) LLJ LL 0 � ��0C/) 0�3 r -- ROOF FRAMING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: S3,sO Drawn By: Checked By: WB/KC KC C) O O p a A--Cn 0 LL z 0 Sheet Name: ROOF FRAMING PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: S3,sO Drawn By: Checked By: WB/KC KC AFF L6x4x3/8xO'-6" LONG (LL' BOTH SIDES WITH 3" VERT SLOT AT CL OF COLUMNS PROVIDE SOLID SPACER BEHIND WALL STRINGER TYPICAL. COORDINATE THICKNESS SIZE AND LOCATION w/ BACKBOARD MFR - WALL STRINGER BY BACKBOARD MFR TYPICAL NOTE: ALL ELEVATIONS NOTED ARE TO ARCHITECTURAL FINISHED FLOOR ELEVATION, ADD 2 1/2" TO FINISHED SLAB ELEVATION BY MFR VERIFY ALL CONNECTION ELEVATIONS WITH BASKETBALL GOAL MFR 1 SECTION �-o 3/4"=1'-0" (1) 3/4" THRU BOL E.8 nrr n /[-. n ' I" 11 TOS ELEVATION = 119'-6" AFF HSS6x6x1/4 BETWEEN i I COLUMNS Iq OF BOLT SUPPORT 118'-7" AFF ' q- OF BOLT SUPPORT 117'-11" AFF i i OF BOLT i I SUPPORT 117'-1" AFF SUPPORT 116'-3" ' AFF I .I ' STEEL COLUMN i REF PLAN BOLTS SHALL NOT BE VISIBLE AFTER FINISHES i APPLIED i i i OF BOLT i SUPPORT 113'-4" ELEVATION = 113'-0" AFF i HSS6x6x1/4 BETWEEN COLUMNS i SUPPORT 111'-5" AFF V i NOTE: ALL ELEVATIONS NOTED ARE TO ARCHITECTURAL FINISHED FLOOR ELEVATION, ' ADD 2 1/2" TO FINISHED SLAB ELEVATION i SUPPORT 109'-6" AFF i I i 'Hi;� TOS ELEVATION = 106'-6" AFF SECTION DETAIL AT HSS COL. HSS6x6x1/4 BETWEEN COLUMNS CONCENTRATED LOAD BETWEEN PANEL POINTS (50# OR GREATER) ---' IDE Lt 1 /4x1 1/43/16 SIDE OF JOIST WEB FROM ENTRATED POINT LOAD TO DM 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 �-o 3/4"=1'-0" LL U- -j O o��p awF-W(L 0 cn_d m H= za W O z D p W N F- C L U� k l l L 1 J 0 OV>Z1-W�t- _ �¢Wa2 - z O W R v7!Qgc� } p O of O U C):c >=000 r ��o�o�x n 0 N I'C io ROOF FRAMING DETAILS Z OM Issue Date: 170264 z ❑ O kV > M rn S400 Drawn By.Checked co w N •� I� KC a1 N p 00 3 � v ra s "s 40 L/)¢ U 00w L Q Q M a L z 'C O" L s N U C� 0 u, W � U o O O � O ON ko o O LL. V) LL U- -j O o��p awF-W(L 0 cn_d m H= za W O z D p W N F- C L U� k l l L 1 J 0 OV>Z1-W�t- _ �¢Wa2 - z O W R v7!Qgc� } p O of O U C):c >=000 r ��o�o�x n 0 N I'C io ROOF FRAMING DETAILS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: S400 Drawn By.Checked By: WB/KC KC a1 N p O a 'C N p a `o ur 0 z 0 Sheet Name: ROOF FRAMING DETAILS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: S400 Drawn By.Checked By: WB/KC KC RTU'S SCHEDULE SHOWN FOR BICE ONLY. ALL RTU'S do ROOF PENETRATIONS ARE EXISTING IN LOCATION SHOWN. REF M2.0. EXHAUST FAN SCHEDULE SHOWN FOR REFERENCE ONLY. ALL EF'S & ROOF PENETRATIONS ARE EXISTING IN LOCATION SHOWN. REF M2.0. BARONE W MJEF HOOD MARK DESCRIPTION R 1 SYSTEM L M GENERAL EXERCISE TYPE - - GRAVITY BACKDRAFT MAX AIR FLOW (CFM) 1/100 1.625 THROAT BACKDRAFT DAMPER 4BX48 MFR BTU CFM COOK MODEL ---r-3 OUTSIDE AIR ELBOW UP GR NOTES 2.8/15.4 - BAROMETRIC RELIEF HOOD SHOWN FOR REFERENCE ONLY. BRH do ROOF PENETRATIONS ARE EXISTING IN LOCATION SHOWN. REF M2.0. EXHAUST FAN SCHEDULE SHOWN FOR REFERENCE ONLY. ALL EF'S do ROOF PENETRA71ONS ARE EXISTING IN LOCATION SHOWN. REF M2.0. RTU'S SCHEDULE SHOWN FOR REFERENCE ONLY. ALL RTU'S & ROOF PENETRATIONS ARE EXISTING IN LOCA11ON SHOWN. REF M2.0. TENANT FINISH OUT CONTRACTOR RTU NOTES TENANT CONTRACTOR IS TO HAVE TEST AND BALANCE TECHNICIAN SET ALL OUTDOOR AIR RATES ON RTU'S AS SPECIFIED IN SCHEDULE ABOVE CONTRACTOR IS TO PROVIDE ALL EXHAUST FANS AND RTU'S WITH NAME PLACARD AS SPECIFIED IN EQUIPMENT IDENTIFICATION BOXED NOTE BELOW, OR AS DIRECTED IN SPECIFICATIONS. ALL RTU'S EQUIPPED WITH HOT GAS REHEAT HAVE BEEN PROVIDED WITH LOOSE HUMIDISTATS AND 50' OF MIRING BY LANDLORD CONTRACTOR. TENANT CONTRACTOR IS TO INSTALL ALL HUMIDISTATS ON WALL IN ALL ZONES AND PROVIDE ANY ADDITIONAL LOW VOLTAGE WIRING AS REQUIRED. ALL RTU'S ARE TO HAVE BEEN PROVIDED WITH FACTORY MOUNTED SMOKE DETECTORS/SENSORS. TENANT INTERIOR CONTRACTOR IS TO CONNECT ALL REQUIRED LOW VOLTAGE FROM SMOKE DETECTORS INSIDE RTU'S INTO BUILDING'S FIRE SUPPRESSION SYSTEM. DIFFUSER, FEC 'TER, AICD CFILLE SCHEMILE TYPE DESCRIPTION MFR/MODEL NOTES L M SUPPLY PLENUM SUPPLY PLENUM RUSKIN DLD-2010 RUSKIN DLD-2510 - - SUPPLY PLENUMS DIFFUSER TYPES SHOWN FOR REFERENCE ONLY. ALL SUPPLY PLENUMS AND ASSOCIATED DUCTWORK FOR RTU'S SERVING OPEN AREA ARE EXISTING AND WERE INSTALLED BY LANDLORD CONTRACTOR. TENANT FINISH—OUT CONTRACTOR IS TO PAINT ALL EXPOSED DUCTWORK TO MATCH DECK OR OTHER ARCHITECT/OWNER SPECIFIED COLOR. TENANT FINISH OUT CONTRACTOR PROVIDED f INSTALLED MARK I UH -1 LOCATION MANUFACTURER FIRE RISER CFM MUH 03-21 350 HP ABOVE FINISHED FLOOR 1/100 HDATNG INPUT I 2.2KW VOLTS 208 PHASE 1 MANUFACTURER Q -MARK MODEL No. MUH 03-21 NOTES 1.2.3 NQiES� 1. MOUNTING HEIGHT AT 8' A.F.F. OR AS DIRECTED BY OWNER/ARCHITECT. 2. PROVIDE NECESSARY MOUNTING HARDWARE. 3. PROVIDE WITH INTEGRAL THERMOSTAT. TENANT FINISH OUT CONTRACTOR PROVIDED t INSTALLED DIFFUSER, REGISTER, AND OR SCHEDULE MECHANICAL LEGEND DESCRIPTION MFR/MODEL DUCPWORK FTIMS (DOT E Na E UNE) AND CONTROLS ASUPPLY ABBREVIAMM DOUBLE UNE DUCTWORK SINGLE UNE DUCTWORK AFF ABOVE FINISHED FLOOR TITUS/PAR —e SUPPLY AIR ELBOW UP BDD BACKDRAFT DAMPER 1800 RETURN/EXHAUST AIR ELBOW UP BTU CFM BRITISH THERMAL UNIT CUBIC FEET PER MINUTE TITUS/PAR-AA ---r-3 OUTSIDE AIR ELBOW UP (E) EXISTING 2.8/15.4 —� SUPPLY AIR ELBOW DOWN ESP EXTERNAL STATIC PRESSURE TITUS/PAR 48x24 MODULE EXH EXHAUST AIR WEIGHT —� RETURN/EXHAUST AIR ELBOW DOWN GPM GALLONS PER MINUTE TITUS/FL-20-JT ---� OUTSIDE AIR ELBOW DOWN HP HORSEPOWER TITUS/TDC-AA 1202 MODULE MA MAKE-UP AIR JWr FLEXIBLE DUCT MBH 1000 BTU PER HOUR ,' TURNING VANE SQUARE ELBOW MFR (N) MANUFACTURER NEW TITUS/300FL RADIUS ELBOW OSA PSI OUTSIDE AIR POUNDS PER SQUARE INCH N RA RETURN AIR 11TUS/350FL _._TITUS/TMS-AA ACOUSTICALLY LINED DUCT SA SUPPLY AIR (SIZES SHOWN ARE NET INSIDE) CLG. MTD......._ ... O" K SUPPLY AIR SLOT DIFFUSER mus/PAR-AA, 24x24 MODULE (U.N.) LOA- DIFFUSER CONNECT TO EXISTING AT THIS POINT. VERIFY LOCATION, SIZE, AND CONDITION. SUPPLY AIR M � / V) O1 SHEET NOTE T SUPPLY AIR SIDEWALL REGISTER EQUIPMENT MARK NUMBER 1 SEE SCHEDULES O N RETURN/EXHAUST AIR CEILING REGISTER Q \ O REVISION `/ a T RETURN/EXHAUST AIR SIDEWALL REGISTER 'A'/500 DIFFUSER/REGISTER MARK NUMBER MVD MANUAL VOLUME DAMPER —❑M MD MOTORIZED DAMPER SCHEDULED TYPE •A'/5OO a CFM FD FIRE DAMPER O O THERMOSTAT/SENSOR MOUNTED 0 72" AFF WITH UNIT SERVED NOTED TENANT FINISH OUT CONTRACTOR PROVIDED t INSTALLED DIFFUSER, REGISTER, AND OR SCHEDULE TYPE DESCRIPTION MFR/MODEL NOTES ASUPPLY DIFFUSER CLG. MTD. T11US/YMS 24x24 MODULE (U.N.) B... RETURN REGISTER TITUS/PAR 24x24 MODULE (U.N.) 1600 CLG. 1800 1450 - 2000 CFM C ..MTD. EXHAUST REGISTER TITUS/PAR-AA 24x24 MODULE (U.N.), OBD 4.1 CLG. MTD. 2.8/15.4 - D RETURN REGISTER TITUS/PAR 48x24 MODULE HAIKU K3127 CLG. MTD. WEIGHT 15.4 LBS E SLOT DIFFUSER TITUS/FL-20-JT 5' LONG. (U.N.) 1. 2.0" SLOTS. 5' 5 F SUPPLY DIFFUSER TITUS/TDC-AA 1202 MODULE CLG. MTD. G EXHAUST REGISTER CLG.. MTD. TITUS/PAR-AA 12x12 MODULE, OBD H SUPPLY REGISTER SURFACE TITUS/300FL SEE PLANS FOR SIZE w OR DUCT MOUNTED N I RETURN AUS! REGISTER SURFACE OR DUCT MOUNTED 11TUS/350FL _._TITUS/TMS-AA SEE PLANS FOR SIZE J SUPPLY DIFFUSER 24x24 MODULE (U.N.) CLG. MTD......._ ... O" K RETURN REGISTER mus/PAR-AA, 24x24 MODULE (U.N.) NOTES ,(ALL DEVICES): 1. PROVIDE PLASTER FRAMES FOR ALL DEVICES MOUNTED IN GYP. CLGS./PARTITIONS. 2. PROVIDE FACE OPERATED CONTROL DAMPER ROD TO BALANCING DAMPER WHERE REQUIRED. 3. NOT ALL AIR DEVICES NECESSARILY USED ON THIS PROJECT. 4. ALL AIR DEVICES IN WET AREA TO BE ALUMINUM. 5. NO SUBSTITUTIONS ALLOWED ON ALL AIR DEVICES. 6. DIFFUSER THROATS TO MATCH RUNOUT SIZES. SEE CEILING DIFFUSER RUNOUT SIZING CHART. 7. NO DUCTWORK OR DIFFUSER IN EXPOSED/SPRINKLERED AREA TO BE LARGER THAN 47' IN ANY DIRECTION TO ENSURE NO' ADDITIONAL SPRINKLERS BE REQUIRED BELOW DUCTWORK OR DIFFUSERS PER NFPA 72. CEILING DIFFUSER RUNOUT SIZING RUNOUT / NECK SIZE CFM RANGE 600 0 - 100 CFM 8"0 101 - 240 CFM 1050 241 - 400 CFM 12"0 401 - 600 CFM 14"0 601 - 1000 CFM 1600 801 - 1450 CFM 1800 1450 - 2000 CFM 20"0 2001 - 2600 CFM GRILLE MARK FOR GRILLE SIZE SEE DIFFUSER DETAIL TENANT FINISH OUT CONTRACTOR 'A'/400 1 "BIC FEET PER MINUTE PROVIDED + INSTALLED CEILING FAN SCHEDULE MARK �F 2 LOCATION AEROBICS CYCLE & ONE-ON-ONE CARDIORREE WEIGHTS CIRCUIT FAN DIAMETER 60"0 14'0 RPM MIN/MAX 52/130 76 VOLTS 120 120 PHASE 1 1 LLA 0.13 4.1 WATTS MIN/MAX 2.8/15.4 - MANUFACTURER BIG ASS FANS BIG ASS FANS MODEL No. HAIKU K3127 ESSENCE WEIGHT 15.4 LBS 68 LBS NOTES 1.2.3 2.3 1. PROVIDE FAN WITH LOCAL WALL MOUNT CONTROLLER. 2. COORDINATE WITH OWNER/ARCHITECT BEFORE PURCHASE & INSTALL 3. PROVIDE AIRFOIL FINISH AS SPECIFIED BY ARCHITECT. CONTRACTOR'S WORK MUST MEET BOTH THE SPECS AND THE DRAWINGS, WHICHEVER IS MORE STRINGENT. EQUIPMENT IDENTIFICATION: 1. IDENTIFY MAJOR EQUIPMENT INCLUDING BUT NOT LIMITED TO ALL ROOFTOP EQUIPMENT, WITH PLASTIC NAMEPLATES. IDENTIFY IN -UNE PUMPS AND OTHER SMALL DEVICES WITH TAGS. 2. PLASTIC NAMEPLATES: LAMINATED THREE -LAYER PLASTIC. 11" WHITE LETTERING ON BLACK BACKGROUND. 1-1/2' HIGH X 3-1/2' WIDE WITH (1) 5/32" PRE -DRILLED HOLE AT EACH END. PLAQUES ARE Tn BE ATTACHED TO UNITS USING 5/16" SELF -TAPPING SCREWS �LL 0 J 0 r4Q'�W Z WW W H z W o z o o z M� �— r.W �a,ptr�0. �i N W� W� W W c wN= lY—= Z Z W O w� RWof¢L=W- a �o �W V)x0 0- LU 00=w www LU LL cn H fl - 0 N rD o c 0 MECHANICAL SCHEDULES LLI L0 \0 Z 0� Issue Date: 170264 z O N M�100 Drawn By: Checked By: WB/KC KC o W 0 !M pn z Q 00 4,J D ��� 0 O c -0 io M .— w s s " V) CL U w 00 S—— O L w N z O" L s iv M V) v of p O N Q \ O O N a �LL 0 J 0 r4Q'�W Z WW W H z W o z o o z M� �— r.W �a,ptr�0. �i N W� W� W W c wN= lY—= Z Z W O w� RWof¢L=W- a �o �W V)x0 0- LU 00=w www LU LL cn H fl - 0 N rD o c 0 MECHANICAL SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: M�100 Drawn By: Checked By: WB/KC KC o r- 0 CL .1 iv a a LL z° 0 Sheet Name: MECHANICAL SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: M�100 Drawn By: Checked By: WB/KC KC '2. � 2,7.51 3) I I I I I ;E.6) I I C`_ I I I iB I I III I J I f l I a - I Ca�C5L--�--- - . f I i I I I II I I I II ! _ I I I I I I I I I I I I I X2.7 2.8 21.9 (r�) 3.4.1(N) 3.4.7}(N) 7 C_C C_� C� C_, MECHANICAL FLOOR PLAN 3/32"=1'-0" (4.4 T (5) U.R.R. L 06 FIRE RISER ' / 135 L__ _._ WET AREA- - SPECS__&.NOTES _FtMINUM. REQUIRE ALL DUCTWORK N THIS AREA TO BE —7 ii I I I I I I I I I I I I I I i 11 1 C.8)(N) (N)14.) 5.41 lN) 1N);5..� (.2� (N) C.7 (N) C7C 85 CFM/FT (TYP.12) (N) N) 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. 8. 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 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. (DPOOL & SPA HEATER INTAKES & FLUES TO BE NOVAFLEX Z -VENT DOUBLE WALL STAINLESS STEEL. DOMESTIC WATER HEATER FLUES TO BE PVC. 3OROUTE WATER HEATER INTAKES DOWN THROUGH ROOF. ENSURE MINIMUM 10' BETWEEN ALL INTAKES & ALL EXHAUST OR FLUE OPENINGS. PROVIDE WEATHER CAP & BUG SCREEN. 4O UNDERCUT DOOR BY 1/2'. OCONFIRM ALL MOUNTING HEIGHTS & LOCATION WITH ARCHITECT PRIOR TO CONSTRUCTION. PAINT ALL DIFFUSERS TO MATCH ADJACENT WALL. (D NEW 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. DEXHAUST 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. aCONTRACTOR 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. aEXHAUST 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. W L0 \D Z oM 04 of O N 7 M M > O 0 s V) w 00 M rn O O O 0 'o O � N p� 00 Wz CL >-cnwZI3-00Ww M—= W O Z O N Z '4=W�=Quo = Q W Z Z WO W aw Z = 0 0=0>>=m01=— Q�0LUo� ti MECHANICAL FLOOR PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: M�2,00 Drawn By: Checked By: WB/KC KC I N r Cal a € 4) o a UIL 4) y 0 z 0 Sheet Name: MECHANICAL FLOOR PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: M�2,00 Drawn By: Checked By: WB/KC KC I SEAL TAP W/ DUCT JOINT SEALANT TRUNI PLAN ..,,. _.__, S.S. SCREW CLAMP (TYPICAL) I ROUND 'SPIN -IN' W/ LOCKING MANUAL VOLUME DAMPER T -BAR - CLG. TILE SUPPLY AIR GRILLE OR DIFFUSER FLEXIBLE DUCT (MAX. LENGTH 6'-0") REFER TO PLAN FOR SIZE SPIN -IN & CLG. DIFFUSER DETAIL SCALE: NONE RATED W�" DAMPER SUPPORTI OF DUCT 5 M3.0 REFER TO SPECIFICATIONS FOR MAX. PROTRUSION OF FIRE DAMPER BLADE/ SUPPORT ASSEMBLY INTO AIR STREAM FIRE DAMPER SLEEVE MUST EXTEND CLEAR THROUGH WALL USE MIN. 16 GA. SLEEVE FIRE DAMPER 1/4 " DIA. NUTS AND BOLTS OR WELDED AT 8" ON CENTER DUCT ACCESS DOOR 1 1/2 "x1 1/2 "x1 /8" RE AINING ANGLE TOP BOTTOM & SIDES, BOTH SIDES OF WALL TYPICAL FIRE DAMPER DETAIL. SCALE: NONE 2" EXTERNAL INSULATION WITH VINYL FACE RETURN AIR TRUNK DUCT (REF. PLAN FOR SIZE) -� RIGID DUCT CONN. REFER TO FLOOR PLAN FOR SIZES . SHEETROCK CEILING RETURN GRILLE Y -IN CEILING AIR FLOW SHEETROCK CEILING DROP CEILING INSTALLATION INSTALLATION 3 2 RETURN AIR GRILLE DETAIL �3- M3.0 SCALE: NONE 6 M3.0 'F' SPUTTER DAMPER AND REGULATOR - �1 J L J LU J J L J L J L L r` NOTE: DIMENSIONAL RELATIONSHIP 1. ANGLES 'A' & 'B' EACH TO BE 15' OR LESS. 2. SEE FLOOR PLAN FOR VALUES FOR 'C', 'D' & 'E'. 3. 'F'='C'+'D' 4. 'H'=1.5 x 5. 'G'= 3"(MINIMUM) 6. HEIGHT OF FITTING EQUAL TO THAT OF HIGHEST OF THE THREE DUCTS. 7. CHANGE IN HEIGHTS OF DOWNSTREAM DUCTS TO OCCUR AFTER THE TURN. 8. SIMILAR FOR VERTICAL DUCT DROPS. SPLITTER TEE DETAIL SCALE: NONE TRUNK DUCT 45' -MANUAL OPPOSED LADE DAMPER BUSKIN MD35 TH (VENTLO ) LOCKING DEVICE - BRANCH DUCT BRANCH TAKE OFF. SCALE: NONE USE PLENUM ENTRY WHERE SPACE DOES NOT ALLOW ELBOW ENTRY. 16" (MIN.) 45' PANDUIT -ATTACH PLENUM TO DIFFUSER AND SEAL MAXIMUM 24" LONG FLEX DUCTWORK FOR FINAL ALIGNMENT ONLY DUCT DIAMETER D SEE MECHANICAL FLOOR PLAN PANDUIT Total O/A Required 9781 Total O/A Provided 12450 Supplied V.S. Required O/A E127.29% OUTSIDE AIR CALCULATIONS SCALE: NONE USE ELBOW ENTRY WHERE SPACE ALLOWS. , PANDUIT CEILING DIFFUSER CEILING CEILING DIFFUSER CEILING 7 M3.0 DIFFUSER RUNOUT DETAIL SCALE: NONE MAXIMUM 60" LONG FLEX DUCTWORK FOR FINAL ALIGNMENT ONLY DUCT DIAMETER D SEE MECHANICAL FLOOR PLAN PANDUIT MECHANICAL DETAILS LA Fitness Sanford Outdoor Air Calculations Issue Date: 170264 z O N • Area Checked By: Occupant KC Occupa WO Breathing Supply in Q 0 V o Area O/A Area Density Rate Occupan nt O/A Occupa Zone Air Zone Air Zone O/A Air Room/Description � (ft 2) l Outdoor {people/1,00 cy {Pz) Rate nt O/A (Vbz) Distribution (Voz) Design M (Az) (Ra) (Ra) (RaAz) 0 sq. ft.) (Rp) (RpPz) (RpPz + Eff. (Ez) (Vbz/Ez) (Vpz) Reception & Social 1300 0.06 78 5 7 5 33 111 0.8 138 200 Sales 675 0.06 41 5 3 5 17 57 0.8 72 200 Circuit 3100 0.06 186 10 31 20 620 806 0.8 1008 1150 Personal Train 2025 0.06 122 10 20 20 405 527 0.8 658 700 Free Weights 3690 0.06 221 10 37 20 738 959 0.8 1199 1200 Cardio 3635 0.06 218 10 36 20 727 945 0.8 1181 1200 Ancillary 995 0.06 60 10 10 20 199 259 0.8 323 350 Kids Club 625 0.18 113 25 16 10 156 269 0.8 336 400 Basketball 2750 0.3 825 - - - - 825 0.8 1031 1050 1 instructor Aerobics 2450 0.06 147 +48 49 20 980 1127 1.0 1127 1350 particiapnts 32 Cycling 1038 0.06 62 stationary 32 20 640 702 1.0 702 1000 bikes Lk Rooms, RR, Showers & 3000 0.06 180 0 0 0 0 0 1.0 180 850 Corridors Pool & Spa 1 3650 0.5 1825 - - - - 1825 1.0 1825 2800 45' PANDUIT -ATTACH PLENUM TO DIFFUSER AND SEAL MAXIMUM 24" LONG FLEX DUCTWORK FOR FINAL ALIGNMENT ONLY DUCT DIAMETER D SEE MECHANICAL FLOOR PLAN PANDUIT Total O/A Required 9781 Total O/A Provided 12450 Supplied V.S. Required O/A E127.29% OUTSIDE AIR CALCULATIONS SCALE: NONE USE ELBOW ENTRY WHERE SPACE ALLOWS. , PANDUIT CEILING DIFFUSER CEILING CEILING DIFFUSER CEILING 7 M3.0 DIFFUSER RUNOUT DETAIL SCALE: NONE MAXIMUM 60" LONG FLEX DUCTWORK FOR FINAL ALIGNMENT ONLY DUCT DIAMETER D SEE MECHANICAL FLOOR PLAN PANDUIT ~ LL J O �Wz a W H w M 0 0 cnza_O_w m H= W O Z o W Z ti w~� a p W M C)FoW Wzn-WO 04 W =<W -LU0 LZLwo WWw=W X 0 -a W O d W H Z mom �3: U 00=Luuj W HW LUcoZ) �V H} pvWipl=- N 0 0 a U_ 01 0 z Sheet Name: MECHANICAL DETAILS Z OM � Issue Date: 170264 z O N • Drawn By: Checked By: WB/KC KC WO j OD in Q 0 V o (A 4-J � UIt U ' 3+� ' C) �~ M l N N L Q (n U W 00 L 0 M O L w Ow L C_ U Uj rn M N W F O U O O C14 �o O O Q LL. N ~ LL J O �Wz a W H w M 0 0 cnza_O_w m H= W O Z o W Z ti w~� a p W M C)FoW Wzn-WO 04 W =<W -LU0 LZLwo WWw=W X 0 -a W O d W H Z mom �3: U 00=Luuj W HW LUcoZ) �V H} pvWipl=- N 0 0 a U_ 01 0 z Sheet Name: MECHANICAL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: • Drawn By: Checked By: WB/KC KC ELECTRICAL GENERAL NOTES 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH NEC 2011 AND LOCAL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER, TELEPHONE AND CABLE TV COMPANIES. 2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND COMPLY WITH ALL INSPECTION REQUIREMENTS. 3. THE CONTRACTOR SHALL VERIFY AVAILABILITY OF SERVICES AND DETERMINE ACTUAL DETAILS PERTAINING TO EXACT LOCATIONS AND REQUIREMENTS BEFORE SUBMITTING HIS BID. UPON RECEIPT OF NOTICE THAT THE ELECTRICAL CONTRACT AWARD HAS BEEN MADE, SUCCESSFUL BIDDER SHALL NOTIFY THE POWER AND TELEPHONE COMPANIES OF THE ESTIMATED DATE WHEN SERVICE SHALL BE DESIRED. 4. ALL MATERIALS SHALL BE NEW, UL LISTED AND APPROVED AS APPROPRIATE. 5. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL AND HVAC DRAWINGS FOR GUIDANCE ON DIMENSIONS, CEILING HEIGHTS, DOOR SWINGS, ROOM FINISHES, DETAILS, LOCATION OF DUCTS, PIPES AND STEEL. INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERING WITH DUCTS, PIPES, STRUCTURAL STEEL OR OTHER SYSTEMS. 6. REFER TO MECHANICAL DRAWINGS FOR EXACT EQUIPMENT AND CONTROL LOCATIONS AND FOR CONTROL SCHEMATICS. ALL LOCATIONS SHALL BE VERIFIED BEFORE ROUGH -IN. 7. ALL ELECTRICAL DEVICES, EQUIPMENT, CONDUITS, CONNECTORS ETC. LOCATED OUTSIDE OF BUILDING ENVELOPE SHALL BE WEATHERPROOFED. 8. ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN 600 VOLT INSULATION. MINIMUM SIZE OF WIRE SHALL BE NO. 12 AWG, UNLESS NOTED OTHERWISE. 9. CONDUITS INSTALLED IN DUCT BANKS, IN SLABS, IN EARTH OR FILL SHALL BE PVC SCHEDULE -40 OR GALVANIZED RIGID CONDUIT, OR INTERMEDIATE METAL CONDUIT THAT IS ENCASED IN CONCRETE. TRANSITIONS FROM BELOW GRADE SHALL BE GALVANIZED RIGID OR INTERMEDIATE METAL CONDUIT. CONDUIT ABOVE GRADE MAY BE GALVANIZED RIGID CONDUIT OR INTERMEDIATE METAL CONDUIT INDOORS OR OUTDOORS. ELECTRICAL METALLIC TUBING MAY BE USED IN INDOOR DRY LOCATIONS. FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO WITH BONDING JUMPER MOTORS AND OTHER VIBRATING EQUIPMENT. FLEXIBLE CONDUIT USED IN DAMP AND OUTDOORS SHALL BE WEATHERPROOFED. 10. INSTALL ALL EXPOSED CONDUITS IN THE BUILDING PARALLEL OR PERPENDICULAR TO THE LINES OF THE BUILDING. CONDUIT SHALL BE SUPPORTED ACCORDING TO CODE. EXPOSED CONDUITS PROHIBITED UNLESS SPECIFICALLY APPROVED IN WRITING. 11. ALL MOTORS, A/C UNITS, COMPRESSORS AND METAL HOUSING SHALL BE GROUNDED WITH GREEN GROUND WIRES SIZED AND INSTALLED ACCORDING TO CODES. ALL FEEDERS RUN IN NON-METALLIC CONDUITS SHALL HAVE GROUND CONDUCTOR SIZED IN ACCORDANCE WITH APPLICABLE CODES. THE CONTRACTOR SHALL MAINTAIN UNIFORMITY AND CONTINUITY OF THE GROUNDING SYSTEM. 12. RECEPTACLES SHALL BE DUPLEX TYPE, 20 AMP, 125V, 3 WIRE, GROUNDING TYPE, NEMA CONFIGURATION 5-20R. 13. SWITCHES SHALL BE RATED 20 AMPS - 120/277 VOLTS UNLESS NOTED OTHERWISE. 14. PROVIDE WALL PLATES FOR FLUSH MOUNTED RECEPTACLES, SPECIFICATION GRADE, COLOR BY ARCHITECT, STANDARD SIZE. COVER PLATES FOR DEVICES IN TYPE FS AND FD BOXES FOR EXPOSED WORK, SHALL BE SHEET STEEL, SUITABLE FOR THE DEVICES INSTALLED. GANG TYPE COVERS SHALL BE USED WHERE MORE THAN ONE DEVICE IS MOUNTED IN A BOX. 15. ALL CIRCUIT BREAKERS USED TO SWITCH FLUORESCENT LIGHTING FIXTURES SHALL BE APPROVED FOR THE PURPOSE AND MARKED "SWD". 16. TELEPHONE AND DATA OUTLETS SHALL BE A 2" DEEP BOX WITH SINGLE GANG RING AND PLATE. 17. PANELBOARDS SHALL BE COMPLETELY FACTORY BUILT AND TESTED , TOTALLY ENCLOSED, DEAD FRONT CIRCUIT BREAKER TYPE. SPACES SHALL BE COMPLETE WITH BUS AND HARDWARE READY FOR INSTALLATION OF FUTURE BREAKERS. CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE, THERMAL MAGNETIC TYPE WITH 10,000 MINIMUM A.I.C. (SEE CIRCUIT DIRECTORY) FRAME WITH NEATLY TYPED DIRECTORY CARD WITHIN CLEAR PLASTIC COVERING ON INSIDE OF DOOR SHALL BE PROVIDED. 18. TEST THE COMPLETE SYSTEM TO DEMONSTRATE THAT THE ELECTRICAL COMPONENTS AND SYSTEMS ARE COMPLETE, INSTALLED AND FUNCTION PROPERLY. MAKE NECESSARY CORRECTIONS TO MALFUNCTION AND LEAVE SYSTEM READY FOR OPERATION. 19. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. 20. CONDUCTOR PENETRATION OF FIRE RATED PORTIONS OF A STRUCTURE SHALL BE EFFECTIVELY SEALED AND SLEEVED WITH STEEL FLEX 3 FEET EACH SIDE OF THE PENETRATION, OR OTHER APPLIED METHODS PER N.E.C. 300-21. 21. FIRE STOPPING (PENETRATION SEALING) IS REQUIRED FOR EACH PENETRATION THROUGH A FIRE RATED WALL. PER U.B.C.-709.6/N.E.C. 300.21. 22. 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. 23. PROVIDE PULL STRING IN ALL EMPTY CONDUITS. PROCUREMENT OF BUILDING LIGHT FIXTURES REV 7/1/11 LA FITNESS HAS DETERMINED THAT ALL LIGHT FIXTURES AND THEIR ASSOCIATED LAMPS, (THE LIGHTING PACKAGE) WILL BECOME "OWNER PROVIDED ITEMS." WIEDENBACH-BROWN WILL PROVIDE THESE ITEMS AND HAVE THEM DELIVERED TO THE JOBSITE, ON A SCHEDULE THAT MEETS THE REQUIREMENTS OF LA FITNESS AND THE GC. 1. PROVIDING WIEDENBACH-BROWN WITH A FULL SET OF PLANS FOR THIS PROJECT. 2. KEEPING WIEDENBACH-BROWN INFORMED OF ALL CHANGES AND ADDENDUMS TO THE PROJECT PLANS. 3. ISSUING A PURCHASE ORDER TO WIEDENBACH-BROWN, ADEQUATELY IN ADVANCE OF A REQUIRED DELIVERY DATE. WIEDENBACH-BROWN IS RESPONSIBLE FOR: 1. SUPPLYING A BILL OF MATERIAL (BOM) TO THE GENERAL CONTRACTOR FOR ALL ITEMS BEING SHIPPED TO THE JOBSITE. PROACTIVELY SCHEDULING DELIVERY DETAILS WITH GC. 2. CAPTURING ALL PLAN CHANGES THAT REQUIRE ADDITION OR DELETION TO THE ORIGINAL BOM, AND PROVIDING LA FITNESS AND THE GC WITH A TIMELY COPY OF THE REVISED BOM. 3. SUPPLYING A DETAILED SET OF SUBMITTAL SHEETS, BY FIXTURE TYPE, WITH DETAILED MANUFACTURER'S SPECIFICATIONS. RESOLVING ANY MANUFACTURER DEFECTS FOR PROVIDED ITEMS. 4. PROCURING/DELIVERING THE LIGHTING BUILDING LIGHT FIXTURES (INTERIOR AND ATTACHED TO THE EXTERIOR OF THE BUILDING), FOR THE DESIGNATED LA FITNESS PROJECT. 5. COORDINATE WITH LA FITNESS AND THE GC TEAM, AS NECESSARY, TO ENSURE A SMOOTH PROCUREMENT PROCESS THAT SUPPORTS THE PROJECT CONSTRUCTION SCHEDULE. 6. MINIMIZING THE NUMBER OF DELIVERIES TO A JOB -SITE. TYPICALLY, A JOBSITE WILL RECEIVE AN INITIAL DELIVERY THAT INCLUDES 90% OF THE ITEMS FOR THE PROJECT, WITH SUBSEQUENT DELIVERIES AS REQUIRED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR: 1. RECEIVING THESE "OWNER PROVIDED ITEMS" AND VERIFYING THE QUANTITIES RECEIVED MATCH THE BILL OF MATERIAL/BILL OF LADING/SHIPPING DOCUMENTS. 2. INSPECT ALL SHIPMENTS FOR VISIBLE FREIGHT DAMAGE AND NOTE ALL DAMAGE ON THE BILL OF LADING PRIOR TO THE DELIVERY DRIVER'S DEPARTURE. 3. REPORTING TO W -B, WITHIN FIVE DAYS, VISIBLE FREIGHT DAMAGE OR DISCREPANCIES. IT IS UNDERSTOOD THAT MOST ITEMS WILL NOT BE OPENED AND EXAMINED IMMEDIATELY AND HIDDEN FREIGHT DAMAGE MAY OCCUR. WHEN/IF DAMAGE IS IDENTIFIED; W -B MUST BE INFORMED IN TWO DAYS (TO MINIMIZE IMPACT TO THE PROJECT SCHEDULE). 4. STORING AND PROTECTING THESE ITEMS FROM DAMAGE/VANDALISM/THEFT, IN A DRY LOCATION, AS THEY WOULD ANY OTHER VALUABLE BUILDING MATERIAL. 5. RETURN OF LIGHTS/BALLASTS THAT ARE DEFECTIVE/DAMAGED/ETC. OR ELSE GC WILL BE CHARGED FOR THIS COST/SHIPPING/ETC. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR: 1. INSTALLING ALL LIGHT FIXTURES, PROVIDED BY LA FITNESS, ACCORDING TO THE SPECIFICATIONS OF THE ARCHITECT, ELECTRICAL ENGINEER, NATIONAL AND LOCAL CODE. 2. THE ELECTRICAL CONTRACTOR MUST PROMPTLY INFORM THE GENERAL CONTRACTOR OF ANY INCOMPATIBILITY, OR DISCREPANCY, WITH A PROVIDED ITEM THAT WOULD PREVENT THE INSTALLATION AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS. 3. TROUBLESHOOTING, IDENTIFYING AND RESOLVING ANY DEFECT THAT PREVENTS THE LIGHT FIXTURES FROM OPERATING AS SPECIFIED. SPECIAL NOTES: 1. PRE-LAMPING: FIXTURES WILL NOT BE PRE-LAMPED DUE TO POTENTIAL SHIPPING DAMAGES. 2. WHIPS: ARE NOT PROVIDED WITH ANY LIGHT FIXTURES. ELECTRICAL CONTRACTOR SHOULD BID BASED ON THE ASSUMPTION THAT HE WILL BE BRINGING PIPE AND WIRE DIRECT TO THE FIXTURE AND/OR JUNCTION BOX. J -BOX AND 277 ELEC CIRCUIT BY GC LIGHT AND WHIP w/ LIGHTING PACKAC LIGHTING CASE 11 M J -BOX MUST BE IN CONDUIT IN AREAS w/ HARD LID CEILINGS (ALL CONDUIT BY GC) UGHT FIXTURE WITH INTEGRAL DRIVER CONTRACTOR'S WORK MUST MEET BOTH THE SPECS AND THE DRAWINGS, WHICHEVER IS MORE STRINGENT. DRIVER w/ PROCUREMENT OF BUILDING LIGHT FIXTURES WHIP INCLUDED w/ PROCUREMENT OF BUILDING LIGHT FIXTURES LIGHT FIXTURE INCLUDED w/ PROCUREMENT OF BUILDING LIGHT FIXTURES 'F9' 'F12' LIGHTING CASE #2 LIGHT FIXTURE CIRCUITING DETAILS NO SCALE TENANT'S SCOPE OF WORK, THIS CONTRACT MAIN SWITCHBOARD "MS" 1200A MLO, 480/277V, 30, 4W COPPER BUS, 65KAIC, NEMA 3R OUTSIDE 3P5A 3P A 3P5A ' 250A/3P 250A/3P 250A/3P SPACE SPACE SPACE I N N cn N cn N I p I N i t U a w U N cz t r- PNL PNL &I v "HA" "HAC" t A L_ ELEC. RM. ELEC. RM. TO MAIN TELEPH BACKBOARD HIM LANDLORD SCOPE OF WORK EXIST IT RATED METER SOCKET EXIST POWER ® CO. TRANSFORMER 480/277V 3-PH,4W,60HZ EXIST 4SETS 4#350,4"C EACH "T-1" (NEMA -3R TYPE) - 150KVA I480V-208/120V � 150' T RISE PROVIDE COMPLETE GROUNDING/ � NZ --#1/0 0,4W BONDING PER NEC.% IMPEDANCE CU TO BLDG STEEL 2SETS 4#250,#2G,2 -1/2"C EACH DISTRIBUTION SWITCHBOARD "DS" 500A 600A, 208/12OV, 30, 4W COPPER BUS, 22KAIC, NEMA 3R OUTSIDE 3P 225A/3P 225A/3P 225A/3P 225A 225A 225AI SPACE SPACE SPACE 3P 3P 3P co LO M N i -- o -- 10 -- --� - U U U N N N C PNL PNL PNL "LB" POOL EQ. RM. ELEC. RM. ELEC. RM. 1 ONE -LINE DIAGRAM �.O NO SCALE ELECTRICAL SYMBOL LIST DIAGRAMS, NOTES, LIGHT DUPLEX RECEPTACLE ® +15" OR AS NOTED. GROUNDING TYPE LOAD SUMMARY DOUBLE DUPLEX RECEPTACLE ® +15" OR AS NOTED. GROUNDING TYPE z COUNTERTOP DUPLEX RECEPTACLE ® +42" OR AS NOTED. GROUNDING TYPE ® FLOOR DOUBLE DUPLEX RECEPTACLE, GROUNDING TYPE ® FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE, GROUNDING TYPE GFCI TYPE RECEPTACLE 126 x GFI DUPLEX MOUNTED AS SHOWN ON PLAN Q JUNCTION BOX, STANDARD OUTLET W/BLANK COVER PLATE, WALL MOUNTED P COMBINATION TELEPHONE AND DATA OUTLET, FLUSH WALL MTD. AT 15" OR AS NOTED, PROVIDE 3/4" C.O. (OR AS NOTED) UP TO ACCESSIBLE CEILING SPACE. $ TOGGLE SWITCH, SINGLE POLE, FLUSH MOUNTED ® 4'-0" OR AS NOTED $°C WALL MOUNTED OCCUPANCY SENSOR LIGHT SWITCH, FLUSH MOUNTED 0 4'-0" OR AS NOTED $D WALL MOUNTED DIMMING LIGHT SWITCH, FLUSH MOUNTED ® 4'-0" OR AS NOTED $VS WALL MOUNTED VACANCY SENSOR LIGHT SWITCH, FLUSH MOUNTED ® 4'-0" OR AS NOTED ® CEILING MOUNTED OCCUPANCY SENSOR $M MANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOAD PROTECTION, 1 OR 2 POLE AS REQUIRED, MOUNTED ® 4'-0" OR AS NOTED LO DISCONNECT SWITCH, HORSEPOWER RATED. 10 FUSED DISCONNECT SWITCH, HORSEPOWER RATED. ,o�� CONDUIT RUN CONCEALED ABOVE CEILING OR IN WALL i001+"k. CONDUIT RUN CONCEALED IN OR BELOW FLOOR OR GRADE P-1,3 N z HOMERUN TO PANEL "P" CIRCUITS #1 & #3 ELECTRICAL ABBREVIATIONS LIST AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE A, AMP AMPERES AS AMPERE (RATED) SWITCH AF AMPERE (RATED) FUSE CO CONDUIT ONLY GRD, GND GROUND NL NIGHTLIGHT PNL PANEL SWBD SWITCHBOARD UON UNLESS OTHERWISE NOTED V VOLTS VA VOLT - AMPERES WP INDICATES WEATHERPROOF ELECTRIC SERVICE SHALL COME STRAIGHT UP INTO MAIN PANEL 'MS'. EXISTING ELECTRIC SERVICE: INCLUDING PRIMARY CONDUITS TO TRANSFORMER PAD, TRANSFORMER PAD, TRANSFORMER, IT RATED METER SOCKET, AND ANY OTHER REQUIREMENTS OF THE APPLICABLE PROVIDER, AND SECONDARY CONDUITS TURNED UP AND CAPPED AS SHOWN IN TENANT'S SPACE PLANS. SECONDARY WIRING SHALL BE PULLED FROM TRANSFORMER TO TENANT'S PANEL WITHIN 10 DAYS OF WRITTEN NOTICE BY TENANT. ALL WORK SHALL BE COORDINATED WITH: FLORIDA POWER & LIGHT MATT SAUEY 407.328.1920 MATTHEW. SAU EYAFFP L. COM LOAD ANALYSIS 2014 STANDARD CALCULATION - COMMERCIAL AND INDUSTRIAL 1. LIGHTING LOADS GENERAL LIGHTING LOADS -TABLE 220-12 33630 SQ. FT. x 2 VA/SQ. FT. x 125% ACTUAL LIGHTING LOADS 26844 VA x 125% SHOW WINDOW LOADS -220-43 0 FT x 200 VA TRACK LIGHnNG LOADS -220-43 0 x 150 VA OUTLINE LIGHTING LOADS -220-14(F) x VA SIGN LIGHTING LOADS -220-14(F) 2400 VA x 125% - (TOTAL) = [;!Nyii'/_l 33555 VA 0 VA 0 VA 0 VA 3000 VA 36555 VA 2. RECEPTACLE LOADS DIAGRAMS, NOTES, LIGHT Zoe LOAD SUMMARY Proj #: z 0 k~ 09-01-2017 NONCONTINUOUS DUTY -220-14(1)&220-44: TABLE 220-44 E�100 Drawn By: Checked By: M � 126 x 160 VA = 22680 VA ¢' ot APPLYING DEMAND FACTORS - TABLE 220-44 3 'O - FIRST 10,000 VA x 100% = 10000 VA 0 ro s « 10000 VA REMAINING 12680 VA x 50% - 6340 VA U w �_ o. 6340 VA CONTINUOUS DUTY -215.2(A)(1) M - x 180 VA x 125% = N/A VA N z (TOTAL) = 16340 VA 3. SPECIAL LOADS O" CARDIO EQUIPMENT L = 46000 x 100% = 48000 VA UNIT HEATER U = 2200 x 100% = 2200 VA WATER HEATER 3000 x 100% - 3000 VA POOL EQUIPMENT = 1800 x 100% - 1800 VA = x 100% = 0 VA = x 100% = 0 VA (TOTAL) = 55000 VA 4. MOTOR LOADS -220.50-430.24, 430.25, 430.26 RTU -1 = 17 A x 100% x 480V 3PHASE LU 14134 VA RTU -2 - 48 A x 100% x 400V 3PHASE 39906 VA RTU -3 - 42 A x 100% x 480V 3PHASE = 34918 VA RTU -4 - 42 A x 100% x 480V 3PHASE 34918 VA RTU -5 - 42 A x 100% x 480V 3PHASE = 34918 VA RTU -6 = 17 A x 100% x 480V 3PHASE 14134 VA RTU -7 - 27 A x 100% x 480V 3PHASE = 22447 VA RTU -8 - 42 A x 100% x 480V 3PHASE 34918 VA RTU -9 = 27 A x 100% x 480V 3PHASE = 22447 VA RTU -10 12 A x 100% x 48OV 3PHASE 9977 VA RTU -11 - 27 A x 100% x 480V 3PHASE = 22447 VA RTU -12 45 A x 100% x 480V 3PHASE = 37412 VA SPA 3HP PUMP = 10.6 A x 100% x 208V 3PHASE 3819 VA SPA 1.5HP PUMP = 5.8 A x 100% x 208V 3PHASE = 2090 VA POOL 1HP PUMP = 3.9 A x 100% x 208V 3PHASE = 1405 VA POOL 5HP PUMP 16.9 A x 100% x 208V 3PHASE = 6089 VA EF -1 = 3.3 A x 100% x 480V 3PHASE 2744 VA EF -2 = 13.3 A x 100% x 120V 1PHASE = 1596 VA EF -3 = 4.2 A x 100% x 120V 1PHASE = 504 VA EF -4 = 4.2 A x 100% x 120V 1PHASE = 504 VA EF -5 = 4.2 A x 100% x 120V 1PHASE = 504 VA EF -6 = 4.2 A x 100% x 120V 1PHASE = 504 VA EF -7 6.9 A x 100% x 120V 1PHASE = 828 VA - - (TOTAL) = 343163 VA 5. LARGEST MOTOR LOAD -430-24 RTU -2 A x 100% x 480V 3PHASE x 25X - 9977 VA (TOTAL) 9977 VA TOTAL = 461034 VA THREE PHASE SERVICE: I = VA V I - 461034VA = 555 A 480V 3PHASE SINGLE LINE DIAGRAM NOTES 40 NOT USED OPROVIDE AND INSTALL LISTED GROUND ROD. REFER TO ONE -UNE FOR O3 PROVIDE AND INSTALL 1"C-1#3/0 THWN, CU TO BUILDING STEEL. 4OPROVIDE AND INSTALL 20 FOOT OF 13/0 B.C. TO UFER GROUND. 2" MINIMUM CONCRETE ENCASEMENT AT BOTTOM OF BUILDING FOOTING. OPROVIDE AND INSTALL 1"C-1#3/0 THWN, CU TO BUILDING COLD METALLIC WATER OPROVIDE AND INSTALL 1"C-1#3/0 THWN, CU TO ACCESSIBLE GAS MAIN. CONNECT ON SECONDARY SIDE OF METER AT SERVICE ENTRY. WHEN REQUIRED BY LOCAL AUTHORITY. O7 PROVIDE AND INSTALL 1"C-1#2 THWN, CU TO MAIN TELEPHONE BACKBOARD. OCONTINUOUS COPPER GROUND BUS. James F. Turner Engineers, LP �Consulting Engineers JFT 6340 Meadow Road Suite 160 Dallas, TX 75231 tel. 214.750.2900 FL CoA # 3 M Job TNM DESIGN TNM I DcWMG APPD JFT LL LL J O��w0 Z ��f�-WaVO ca H=z5-0 LU 0 z 0 z LLJ 0- =awZZED0Wo WwOfcn LU�000 �o aw�Zcn�v 00=LULU wl-LU UV(!) 2 2 LU m �=OH U�o�oF- 0 N 0 o DIAGRAMS, NOTES, LIGHT Zoe LOAD SUMMARY Proj #: z 0 k~ 09-01-2017 Sheet No.: E�100 Drawn By: Checked By: M � w N •� � ¢' ot 3 'O - 0 ro s « N Q U w �_ o. S- it M >` 0 w N z O" L s U M 00 r\ U 0 No 0 O a o �¢ LL LL J O��w0 Z ��f�-WaVO ca H=z5-0 LU 0 z 0 z LLJ 0- =awZZED0Wo WwOfcn LU�000 �o aw�Zcn�v 00=LULU wl-LU UV(!) 2 2 LU m �=OH U�o�oF- 0 N 0 o DIAGRAMS, NOTES, LIGHT FIXTURE SCHEDULE, & LOAD SUMMARY Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�100 Drawn By: Checked By: M � KC 0 o. 03 a `0 LU z C) Sheet Name: DIAGRAMS, NOTES, LIGHT FIXTURE SCHEDULE, & LOAD SUMMARY Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�100 Drawn By: Checked By: WB/KC. KC PANELBOARD LB 225 A MLO LOCATION: ELEC ROOM 208Y/120; 3-PHASE /3 -WIRE 225 MAIN BUS MOUNT- SURFACE WITH EQUIPMENT GROUND BUS 100% NEUTRAL BUS TYPE: NEMA 1 M(3 F sFr7M Ra RKY F RANFI j,2 bur me Aun DDAnuP L R M 0 C.B. POLE LOAD AREAS 0 0 0 LOAD AREAS POLE C.B. 0 M R L 13.0 TOTAL kVA (OA) - 106.1 AMPS RECEPTACLE 17.5 AND LOCATION A B I C AND LOCATION 38.1 PER NEC 220.44 11.6 TOTAL kVA (08) = 96.5 AMPS MOTOR 7.4 7.4 1080 20.4 20 1 AUTO -FAUCETS SALES RECEPT 2 20/1 31.0 PER NEC 220.51 - 220.60 109.6 360 SPARE 720 0.0 20/1 3 A EQUIPMENT ISALES RECEPT 4 20/1 35.8 15/1 180 23% 720 FEEDER AMPACITY ADJUSTMENTS 20 5 A EQUIPMENT SALES RECEPT 6 20/1 15/1 5 360 2.5 TREADMILL 6 20 7 SPARE I ISPARE 8 20/1 FEEDER AMPS PVS TREADMILL 8 20/1 1600 20 9 SPARE SALES RECEPTS 10 20/1 PVS 360 10 20 1800 500 1 20 11 FACP WATER HEATER CONTROLS 12 20/1 1800 TREADMILL 12 ZO 1800 180 1 20 13 DOOR STRIKE CHIME KIDS KLUB RECEPTS 14 1 20/1 TREADMILL 14 360 20 15 SPARE RECIRC PUMPS LCP 18 20/1 18 1500 O 180 504 20 17 DRINKING FOUNTAIN KIDS KLUB WATER HTR LOCK 18 20/2 1500 LL 170 15/1 20 19 SPARE - 20 - 1500 170 151 504 20 21 DRINKING FOUNTAIN GFCI GENERAL RECEPTS 22 20/1 720 151 1 200 1 STEPMILL 2011 23 SAUNA LIGHTS LCP GENERAL RECEPTS 24 20/1 1 170 900 25 STEPMILL 1548 20 25 CARDIO FANS FCP EMS -4 PVP 26 20/1 170 1511 180 STEPMILL TREADMILL 20 27 SPARE SPARE 28 20/1 15/1 29 SPARE 180 30 20 29 EMS -2 SLP&PIP TELECOM TB 30 20/1 31 SPARE 360 17READMILL 1080 20/1 1800 20 31 RECEPTION RECEPTS TELECOM TB 32 20/1 SPARER 360 34 1080 20/1 33 RECEPTION RECEPTS EMS -1 LCP-ILCP- CP -3 34 1 20/1 TREADMILL 540 20/1 1800 720 20 35 AUTO -FAUCETS EMS -3 FCP & DCP 36 20/1 TREADMILL 38 360 20/1 37 SPARE UH -1 38 20/2 1100 20/1 1800 20 39 SPARE - 40 - 1100 720 20/1 20 41 SPARE I MBUILDIING SIGN LCP 42 2011 720 1200 1080 45 20 43 ROOF RECEPTS LOGO SIGN LCP 44 1 20/1 1 1200 1080 CYCLE CEILING FANS LCP 20/1 45 ROOF RECEPTS EF -2 46 30/1 312 1600 20/1 49 240 20 47 GROOMING STA LTG LCP ff-3 48 15/1 470 51 ISPARE TREADMILL 20 49 SPARE I 1EF-4 50 151 20/1 470 FAN CONTROLLERS 180 54 20 51 WOMEN'S LOCKER RECEPTS EF -5 52 15/1 55 470 I ISPARE 180 20 20 53 WOMEN'S LOCKER RECEPTS TVs LCP 54 20/1 SPARE 360 58 180 504 20 55 DRINKING FOUNTAIN WOMENS' LOCKER RECEPTS 56 20/1 SPARE 180 20 ZO 57 SPARE WOMEN'S LOCKER RECEPTS ;..WOMEN'S 58 20/1 ISPARE 62 180 20 59 SPARE WOMEN'S LOCKER RECEPTS 60 20/1 64 20 180 20 61 SPARE LOCKER RECEPTS 62 20/1 20/1 180 180 20/1 20 63 MEN'S LOCKER RECEPT EF -6 64 15/1 470 180 69 ISPARE 20 65 MEN'S LOCKER RECEPT ff-7 56 15/1 830 20/1 180 SPARE 20 67 UNISEX RECEPT SPARE 68 20/1 20/1 73 SPARE 20 69 SPARE MEN'S LOCKER RECEPTS 70 20/1 20/1 180 SPARE SPARE 20 71 SPARE MEN'S LOCKER RECEPTS 72 201L_180 20/1 77 SPARE SPARE 78 20 73 SPARE MEN'S LOCKER RECEPTS 74 20/1 79 SPARE 180 SPARE 80 20 20 75 SPARE MEN'S LOCKER RECEPTS 76 20/1 SPARE 180 82 20/1 1080 ZO 77 VENDING FURNITURE GN LTG LCP 78 20/1 SPARE 84 735 1080 20 79 VENDING ISPARE Bo 20/1 360 20 B1 ZOOM TVS LCP SPARE 82 20 1 1080 20 83 LOCKER RM TVS LCP SPARE 84 20/1 CONNECTED Kvo 30 LA /3 -WIRE W In `o DEMAND AMPS " • CONNECTED 39 LOAD CALCULATIONS LIGHTING 3.6 3.6 100% 9.9 PER NEC 220.42 13.0 TOTAL kVA (OA) - 106.1 AMPS RECEPTACLE 17.5 13.7 79% 38.1 PER NEC 220.44 11.6 TOTAL kVA (08) = 96.5 AMPS MOTOR 7.4 7.4 100% 20.4 15.0 TOTAL kVA (/C) - 124.9 AMPS OTHER 11.2 11.2 100% 31.0 PER NEC 220.51 - 220.60 109.6 TOTAL CONNECTED 30 AMPS SPARE 0.0 0.0 N/A 0.0 24.8 NEUTRAL AMPS TOTAL 39.6 35.8 15/1 99.5 23% IMBALANCE FEEDER AMPACITY ADJUSTMENTS 4 20 1800 a� 540 �■� LIGHT AMPS 15/1 5 PVS 2.5 TREADMILL 6 MOTOR AMPS 720 - � 3.3 105 MINIMUM FEEDER AMPS REMARKS: (LOCKABLE) PROVIDE LOCKABLE CIRCUIT BREAKER (LCP) CONTROL VIA LIGHITNG CONTROL PANEL 'LCP' PANELBOARD HAC 600 A MLO LOCATION: ELEC ROOM 480Y/277; 3-PHASE /3 -MARE 600 MAIN BUS MOUNT SURFACE WITH EQUIPMENT GROUND BUS 100% NEUTRAL BUS TYPE. NEMA 1 RK 6A1P DTIC Aun ODAnur CONNECTED Kva 3/ LA /3 -WIRE W In `o DEMAND AMPS " • CONNECTED 30 LOAD CALCULATIONS LIGHTING 0.0 0.0 N/A 0.0 PER NEC 220.42 ' 111.0 TOTAL kVA (OA) - 400.4 AMPS RECEPTACLE 0.0 0.0 N/A 0.0 PER NEC 220.44 111.0 TOTAL kVA (/B) - 400.4 AMPS MOTOR 332.9 332.9 100% 400.4 111.0 TOTAL kVA (/C) = 400.4 AMPS OTHER 0.0 0.0 N/A 0.0 PER NEC 220.51 - 220.60 400.4 TOTAL CONNECTED 30 AMPS SPARE 0.0 0.0 N/A 0.0 0.0 NEUTRAL AMPS TOTAL 332.9 332.9 15/1 400.4 N/A IMBALANCE FEEDER AMPACITY ADJUSTMENTS 4 20 1800 a� 540 �■� LIGHT AMPS 15/1 5 PVS 0.0 TREADMILL 6 MOTOR AMPS 720 - � 12.0 412 MINIMUM FEEDER NAPS REMARKS: PANELBOARD HA 225 A MLO LOCATION: ELEC ROOM 480Y/277; 3-PHASE /4 WIRE 225 MAIN BUS MOUNT: SURFACE WITH EQUIPMENT GROUND BUS 100% NEUTRAL BUS TYPE. NEMA 1 RK bur OI IC Aun ODAnu@ ae©e�� LA /3 -WIRE W In `o 1' • eee " • -ewe©ea LIGHTING 28.7 28.7 100% 34.5 PER NEC 220.42 10.7 TOTAL kVA (/A) - 38.7 AMPS RECEPTACLE 0.0 0.0 N/A 0.0 PER NEC 220.44 5.3 TOTAL kVA (08) - 19.1 AMPS MOTOR 0.0 0.0 N/A 0.0 12.7 TOTAL kVA (OC) - 45.7 AMPS OTHER 0.0 0.0 N/A 0.0 PER NEC 220.51 - 220.60 34.5 TOTAL CONNECTED 39 AMPS SPARE 0.0 0.0 N/A 0.0 23.8 NEUTRAL AMPS TOTAL 28.7 28.7 15/1 34.5 69% IMBALANCE FEEDER AMPACITY ADJUSTMENTS 4 20 1800 a� 540 �■� LIGHT AMPS 15/1 5 PVS 8.6 TREADMILL 6 MOTOR AMPS 720 - � 0.0 43 MINIMUM FEEDER AMPS 7 PVS TREADMILL 8 20/1 1600 720 V LULLIM 15/1 9 PVS TREADMILL 10 20 1800 360 15/1 11 PVS N TREADMILL 12 ZO 1800 _____© 20/1 13 SPARE �_____ TREADMILL 14 20/1 1800 20/1 15 SPARE TREADMILL 18 20/1 1800 O 170 15/1 17 STEPMILL TREADMILL 18 20/1 1800 LL 170 15/1 19 STEPMILL TREADMILL 20 20 1800 170 151 21 STEPMILL TREADMILL 22 20 1800 170 151 1 23 STEPMILL TREADMILL 24 201 1800 170 151 25 STEPMILL TREADMILL 26 20 1800 170 1511 27 STEPMILL TREADMILL 28 20/1 1800 15/1 29 SPARE TREADMILL 30 2011 1800 20/1 31 SPARE 17READMILL 32 1 20/1 1800 CONNECTED Kva 30 LA /3 -WIRE W In `o DEMAND AMPS 225 A MLO 225 MAIN BUS 100% NEUTRAL BUS CONNECTED 39 LOAD CALCULATIONS LIGHTING 28.7 28.7 100% 34.5 PER NEC 220.42 10.7 TOTAL kVA (/A) - 38.7 AMPS RECEPTACLE 0.0 0.0 N/A 0.0 PER NEC 220.44 5.3 TOTAL kVA (08) - 19.1 AMPS MOTOR 0.0 0.0 N/A 0.0 12.7 TOTAL kVA (OC) - 45.7 AMPS OTHER 0.0 0.0 N/A 0.0 PER NEC 220.51 - 220.60 34.5 TOTAL CONNECTED 39 AMPS SPARE 0.0 0.0 N/A 0.0 23.8 NEUTRAL AMPS TOTAL 28.7 28.7 15/1 34.5 69% IMBALANCE FEEDER AMPACITY ADJUSTMENTS 4 20 1800 a� 540 �■� LIGHT AMPS 15/1 5 PVS 8.6 TREADMILL 6 MOTOR AMPS 720 - � 0.0 43 MINIMUM FEEDER AMPS REMARKS: (LCP) CONTROL VIA LIGHTING CONTROL PANEL PANELBOARD 20BY/120; 3-PHASE WITH EQUIPMENT GROUND BUS SINGLE SECTION 84 POLE PANEL LA /3 -WIRE W In `o DEMAND AMPS 225 A MLO 225 MAIN BUS 100% NEUTRAL BUS CONNECTED 39 LOAD CALCULATIONS LOCATION: ELEC ROOM MOUNT. SURFACE TYPE: NEMA 1 22 kAIC BUS AND BRACING 32.5 L R M 0 C.B. POLE LOAD AREAS 0 0 0 LOAD AREAS POLE C.B. 0 M R L TOTAL kVA (08) - 550.8 AMPS MOTOR 357.6 357.6 100% AND LOCATION A B C AND LOCATION OTHER 61.0 61.0 720 73.4 PER NEC 220.51 - 220.80 569.9 15/1 1 PVS 0.0 TREADMILL 2 2011 1800 NEUTRAL AMPS 720 473.8 467.5 15/1 3 PVS IMBALANCE TREADMILL 4 20 1800 a� 540 �■� LIGHT AMPS 15/1 5 PVS 9.8 TREADMILL 6 20 1800 720 - � �� "- « " 171 • • 15/1 7 PVS TREADMILL 8 20/1 1600 720 V LULLIM 15/1 9 PVS TREADMILL 10 20 1800 360 15/1 11 PVS N TREADMILL 12 ZO 1800 _____© 20/1 13 SPARE �_____ TREADMILL 14 20/1 1800 20/1 15 SPARE TREADMILL 18 20/1 1800 O 170 15/1 17 STEPMILL TREADMILL 18 20/1 1800 LL 170 15/1 19 STEPMILL TREADMILL 20 20 1800 170 151 21 STEPMILL TREADMILL 22 20 1800 170 151 1 23 STEPMILL TREADMILL 24 201 1800 170 151 25 STEPMILL TREADMILL 26 20 1800 170 1511 27 STEPMILL TREADMILL 28 20/1 1800 15/1 29 SPARE TREADMILL 30 2011 1800 20/1 31 SPARE 17READMILL 32 1 20/1 1800 Z 0 20/1 33 SPARER EADMILL 34 20/1 1800 20/1 35 SPARE TREADMILL 38 20/1 1800 20/1 37 SPARE TREADMILL 38 20 1800 20/1 39 SPARE TREADMILL 40 20/1 1800 20/1 41 SPARE ZISTREAMILL TREADMILL 42 20 1800 720 20/1 43 AEROBICS CYCLE STEREOS TREADMILL 44 2011 1800 720 20/1 45 ANCILLARY ROOM RECEPTS 46 20/1 1600 156 20/1 47 CYCLE CEILING FANS LCP TREADMILL 48 20 1800 312 20/1 49 AEROBICS CEILING FANS LCP TREADMILL 50 2011 1600 20/1 51 ISPARE TREADMILL 52 20/1 1600 200 20/1 53 FAN CONTROLLERS ARE 54 20/1 20/1 55 SPARE I ISPARE 56 20 20/1 57 SPARE SPARE 58 20/1 20/1 59 ISPARE SPARE 60 20 20/1 61 SPARE ISPARE 62 20 20/1 63 SPARE SPARE 64 20 20/1 65 SPARE SPARE 66 20/1 20/1 67 SPARE ISPARE 68 20 20/1 69 ISPARE SPARE 70 20 20/1 71 SPARE SPARE 72 20 20/1 73 SPARE SPARE 74 20/1 20/1 75 SPARE SPARE 76 20 20/1 77 SPARE SPARE 78 20/1 20/1 79 SPARE SPARE 80 20 20/1 81 SPARE SPARE 82 20/1 20/1 83 SPARE SPARE 84 20 CONNECTED Kva 30 DEMAND AMPS LIGHTING 0.0 0.0 N/A 0.0 RECEPTACLE 5.2 5.2 100% 14.5 MOTOR 0.5 0.5 100% 1.3 OTHER 48.0 48.0 100% 133.3 SPARE 0.0 0.0 N/A 0.0 TOTAL 53.7 53.7 149.1 FEEDER AMPACITY ADJUSTMENTS LIGHT AMPS 0.0 MOTOR AMPS 0.6 REMARKS- (LCP) CONTROL VIA LIGHTING CONTROL PANEL PER NEC 220.42 PER NEC 220.44 PER NEC 220.51 - 220.60 CONNECTED 30 LOAD CALCULATIONS 19.0 TOTAL kVA (OA) - 158.3 AMPS 18.7 TOTAL kVA (08) - 155.7 AMPS 18.0 TOTAL kVA (OC) - 133.2 AMPS 149.1 TOTAL CONNECTED 30 AMPS 23.9 NEUTRAL AMPS 18% IMBALANCE 150 MINIMUM FEEDER AMPS PANELBOARD MS 1200 A MLO LOCATION: OUTSIDE 480Y/277; 3-PHASE /4 WIRE 1,200 MAIN BUS MOUNT- SURFACE WITH EQUIPMENT GROUND BUS 100% NEUTRAL BUS TYPE: NEMA 31? SFRVIrF FNTRANIF RATFn RK bur WIC ANTI RRARMI! CONNECTED Kva 30 PANEL SCHEDULES W In `o DEMAND AMPS '' '. CONNECTED 39 LOAD CALCULATIONS LIGHTING 32.5 32.5 100% 39.1 PER NEC 220.42 160.7 TOTAL kVA (#A) - 579.7 AMPS RECEPTACLE 22.7 16.3 72% 19.7 PER NEC 220.44 152.7 TOTAL kVA (08) - 550.8 AMPS MOTOR 357.6 357.6 100% 430.1 160.5 TOTAL kVA (/C) - 579.2 AMPS OTHER 61.0 61.0 100% 73.4 PER NEC 220.51 - 220.80 569.9 TOTAL CONNECTED 30 AMPS SPARE 0.0 0.0 N/A 0.0 28.6 NEUTRAL AMPS TOTAL 473.8 467.5 562.3 5% IMBALANCE FEEDER AMPACITY ADJUSTMENTS " oaa a� �■� LIGHT AMPS " 9.8 �aaa�a MOTOR AMPS OL- - � �� "- « " 171 • • a����� FEEDER AMPS 1 V LULLIM U � 0 N O N _____© ". « "►I71 1 - 1 __ "' « ` 171 •' 1 �_____ IL O LL CONNECTED Kva 30 PANEL SCHEDULES W In `o DEMAND AMPS '' '. CONNECTED 39 LOAD CALCULATIONS LIGHTING 32.5 32.5 100% 39.1 PER NEC 220.42 160.7 TOTAL kVA (#A) - 579.7 AMPS RECEPTACLE 22.7 16.3 72% 19.7 PER NEC 220.44 152.7 TOTAL kVA (08) - 550.8 AMPS MOTOR 357.6 357.6 100% 430.1 160.5 TOTAL kVA (/C) - 579.2 AMPS OTHER 61.0 61.0 100% 73.4 PER NEC 220.51 - 220.80 569.9 TOTAL CONNECTED 30 AMPS SPARE 0.0 0.0 N/A 0.0 28.6 NEUTRAL AMPS TOTAL 473.8 467.5 562.3 5% IMBALANCE FEEDER AMPACITY ADJUSTMENTS " oaa a� �■� LIGHT AMPS " 9.8 MOTOR AMPS OL- N 2.7 575 MINIMUM FEEDER AMPS I REMARKS: PANELBOARD DS 500 A MCB LOCATION: OUTSIDE 206Y/120; 3-PHASE /4 WIRE 800 MAIN BUS MOUNT- SURFACE WITH EQUIPMENT GROUND BUS 100% NEUTRAL BUS TYPE: NEMA 311 09 L111% ale Alen ODA r- ae©e�� PANEL SCHEDULES W In `o DEMAND AMPS '' '. eee ' 1 •, -e�eeee 3.9 3.9 100% 10.7 PER NEC 220.42 39.0 TOTAL kVA (OA) - 324.6 AMPS RECEPTACLE 22.7 16.3 72X 45.4 PER NEC 220.44 36.4 TOTAL kVA (08) - 303.1 AMPS MOTOR 24.7 24.7 1 • o���s 36.9 TOTAL kVA (/C) - 307.1 AMPS OTHER ' �� ' a��®tea 169.3 PER NEC 220.51 - 220.60 311.6 TOTAL CONNECTED 30 AMPS SPARE 0.0 0.0 N/A 0.0 19.8 NEUTRAL AMPS TOTAL 112.3 105.9 294.0 6% ®� FEEDER AMPACITY ADJUSTMENTS " oaa a� �■� aa�� " a MOTOR AMPS OL- N 12.7 309 MINIMUM FEEDER AMPS 1 V LULLIM U � 0 N O N O IL O LL CONNECTED Kvu 39 PANEL SCHEDULES W In `o DEMAND AMPS -ewe©ea CONNECTED 30 LOAD CALCULATIONS LIGHTING 3.9 3.9 100% 10.7 PER NEC 220.42 39.0 TOTAL kVA (OA) - 324.6 AMPS RECEPTACLE 22.7 16.3 72X 45.4 PER NEC 220.44 36.4 TOTAL kVA (08) - 303.1 AMPS MOTOR 24.7 24.7 100X 88.8 36.9 TOTAL kVA (/C) - 307.1 AMPS OTHER 61.0 61.0 100X 169.3 PER NEC 220.51 - 220.60 311.6 TOTAL CONNECTED 30 AMPS SPARE 0.0 0.0 N/A 0.0 19.8 NEUTRAL AMPS TOTAL 112.3 105.9 294.0 6% IMBALANCE FEEDER AMPACITY ADJUSTMENTS a� LIGHT AMPS 2.7 MOTOR AMPS OL- N 12.7 309 MINIMUM FEEDER AMPS I REMARKS:- PANELBOARD EMARKS: PANELBOARD LP** 225 A MLO LOCATION: POOL EQUIP ROOM 20BY/120; 3-PHASE /4 WIRE 225 MAIN BUS MOUNT- SURFACE WITH EQUIPMENT GROUND BUS 10OX NEUTRAL BUS TYPE NEMA 4X NON-METALLIC •n I. ATP OTIC AAIn ODAMUfl ee■©e�� PANEL SCHEDULES W In `o '' - eee '' -, -ewe©ea CONNECTED 30 LOAD CALCULATIONS LIGHTING 0.3 0.3 100% 0.8 PER NEC 220.42 7.0 TOTAL kVA (4A) - 58.2 AMPS RECEPTACLE 0.0 0.0 N/A 0.0 PER NEC 220.44 8.1 TOTAL kVA (OB) - 50.9 IMPS MOTOR 16.9 16.9 100% 46.9 5.9 TOTAL kVA (OC) - 49.0 AMPS OTHER 1.8 1.8 100% 5.0 PER NEC 220.51 - 220.60 52.7 TOTAL CONNECTED 30 AMPS SPARE 0.0 0.0 N/A 0.0 6.4 NEUTRAL AMPS TOTAL 19.0 19.0 52.7 16% IMBALANCE ==POOL IHP VAC PUMPSPA a� LIGHT AMPS 0.2 MOTOR AMPS OL- N 4.2 57 MINIMUM FEEDER AMPS V LULLIM U � 0 N O N O IL O LL 1.5HP RECIRC PUMP U) O CONNECTED Kva 30 PANEL SCHEDULES W In `o DEMAND AMPS z CONNECTED 30 LOAD CALCULATIONS LIGHTING 0.3 0.3 100% 0.8 PER NEC 220.42 7.0 TOTAL kVA (4A) - 58.2 AMPS RECEPTACLE 0.0 0.0 N/A 0.0 PER NEC 220.44 8.1 TOTAL kVA (OB) - 50.9 IMPS MOTOR 16.9 16.9 100% 46.9 5.9 TOTAL kVA (OC) - 49.0 AMPS OTHER 1.8 1.8 100% 5.0 PER NEC 220.51 - 220.60 52.7 TOTAL CONNECTED 30 AMPS SPARE 0.0 0.0 N/A 0.0 6.4 NEUTRAL AMPS TOTAL 19.0 19.0 52.7 16% IMBALANCE FEEDER AMPACITY ADJUSTMENTS a� LIGHT AMPS 0.2 MOTOR AMPS OL- N 4.2 57 MINIMUM FEEDER AMPS REMARKS: ++WIRING BY THIS CONTRACTOR "PANEL AND CIRCUIT BREAKERS ARE PROVIDED BY ELECTRICAL CONTRACTOR. WIRING TO POOL EQUIPMENT IS BY POOL EQUIPMENT CONTRACTOR. r` 0 N O C O PANEL SCHEDULES W In `o Issue Date: 170264 z rn O N • Drawn By: Checked By: WB/KC KC .� O C z Q OO U a 3It '60' 4' v s N L Q v, V W 00 Q M L o w a� OL- N V LULLIM U � 0 N O N O IL r` 0 N O C O PANEL SCHEDULES PMj #: Issue Date: 170264 09-01-2017 Sheet No.: • Drawn By: Checked By: WB/KC KC .� O C O .0 N 0 N IL O LL U) O Z 0 Sheet Name: PANEL SCHEDULES PMj #: Issue Date: 170264 09-01-2017 Sheet No.: • Drawn By: Checked By: WB/KC KC INVERTER NOTES 'EM INV#3/2' DESIGNATION NOMENCLATURE: "EM" - FIXTURE CIRCUITED TO EMERGENCY BATTERY BACKUP "INV#3" - INVERTER NUMBER CIRCUITED TO 72" - CIRCUIT ON THE INVERTER NOTES THIS SHEET Oj PROVIDE J -BOX FOR LOCAL 0-10V DIMMING SWITCH. REFER TO E5.1 FOR DIMMING ZONE. 2 RESTROOM EXHAUST FAN TO BE CONTROLLED BY INDEPENDENT CEILING MOUNTED OCCUPANCY SENSOR. OCC SENSOR SHALL BE PROVIDED BY E.C. OUNDERWATER POOL/SPA LIGHTS TO BE PROVIDED AND INSTALLED BY POOL CONTRACTOR. CIRCUITED ON PANEL 'LP', CIRCUITS 20,22,24,26,28. CONFIRM WITH POOL DRAWINGS. ODO NOT CIRCUIT LIGHTS IN THIS ROOM THROUGH LCP FOR SAFETY REASONS. THERE IS A LADDER IN THE ROOM. ODO NOT CIRCUIT LIGHTS IN THIS ROOM THROUGH LCP, PER NEC 5 110.26D. 6 OCCUPANCY SENSORS IN BASKETBALL SHALL BE PROVIDED BY OWNER AS PART OF EMS SYSTEM, INSTALLED BY THIS CONTRACTOR. OCCUPANCY SENSORS SHALL BE MOUNTED UP HIGH IN CORNER, ANGLED DOWNWARD. C7.5 CT I OLIGHT FIXTURES TYPE 'F20' SHALL BE MOUNTED ON TOP OF LOCKERS. Og LIGHT FIXTURES TYPE 'F12'/'F12G' AT THIS LOCATION SHALL BE AT 120V AND CIRCUITED VIA J—BOX. OINSTALL ISOLITE EPC SERIES EMERGENCY LIGHTING TRANSFER DEVICE EPC -1 D. REFER TO DETAIL 2/E5.1. DEVICES PROVIDED BY OWNER AS PART OF LIGHT FIXTURE PACKAGE. 10 PROVIDE (1) SINGLE—GANG J—BOX FOR FAN CONTROLLER. CIRCUIT ON LA -53. 11 LIGHT FIXTURES TYPE 'F6'/'F7' SHALL BE PURCHASED AND INSTALLED BY VENDOR. G.C. TO TERMINATE CIRCUIT AT RECEPTACLE. G.C. SHALL STORE LIGHT FIXTURES UNTIL INSTALLATION. 12 PROVIDE J—BOX FOR (2) LOCAL 0-10V DIMMING SWITCHES. REFER TO E5.1 FOR DIMMING ZONE. 3.7 (N) �4� (4.4� (5� I I I I I I I I 13 FOR F10/F10D LIGHT FIXTURES CONTRACTOR SHALL PROVIDE BACK FEED. PROVIDE WATER TIGHT CONNECTOR & FLEX CONDUIT TO 1/2" LIQUID TIGHT SCREW IN CONDUIT CONNECTOR (ARLINGTON INDUSTRIES NMLT5-1 OR EQUAL) AND 1/2" WATER TIGHT CONDUIT (AFC CABLE SYSTEM 202286744 OR EQUAL). PROVIDE FLEX CONDUIT TO J -BOX IN ACCESSIBLE CEILING SPACE IN POOL EQUIPMENT ROOM. FOR F10/F10D LIGHT FIXTURES ON INVERTER CONTRACTOR SHALL PROVIDE SEPARATE FEED. 14 SAUNA LIGHTS SHALL BE CIRCUITED THROUGH LIGHTING CONTROL PANEL, 'LCP' AND ONLY CONTROLLED BY LIGHTING CONTROL PANEL, 'LCP'. 15 EXISTING EXTERIOR LIGHTING 5.3 cN) 5.7 5.7.8 X5.8 6 X6.3 (N) I F N) I I I l U.R.R. ' i I GENERAL NOTES 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. G. THERE SHALL BE NO MEP DEVICES LOCATED INSIDE GRAPHICS 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. n I( ON LAB —78 F602'5" F602'5" � 1 11 ,.. - �� 3/4"C -UNDER L I n SLAB. JYP. I, L, F704 3 _._..._. F6j121" -Ffti .3. Il' rz I F7012 F / I I 4.8Nj'!4.9' �5.4� (N)5.6 NORTH FURNITURE CASEWORK LIGHTING (D 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 I LL I I I' 11 1I I I I I- - -, � � I� �-2 - I .— I I S I H1�11111111 ir ,) (N) _ 14 F14 I ! -- I -- - �. � EMO F2 Ejr 1,o B.1 (N) - 16 D l.. - . I . _._ _ 6 D - �16�_'l �_ ,160 1 ! F2A - 1 - LI F14A F14 15 I � 15 — _A 6 cN 15 G' 1 --- - -- ---� -- _ �_ _ iL — NORTH �I I 2.7 �8 2.9�, �N) C4icN) �4�cN) 3� cN) �.8 (N) (N) �.9 r5, i (N) (N)(. �.� (N) (6.7� (N) FLOOR PLAN LIGHTING 3/32"=1'0" Z 0 w 0 tA V -- « s « L 0 0 LLLJ O« L V x L40f) M W U Q M J W<LJJZ Q W H W a V 0 0 - mpz wOCLz0-oLnz N H D LL 1 W W Q U > a, a = =awZZwOw� �wzaw=w�0. U O 00=wWaw�-w Cn pcwnp ~_ Sheet Name: FLOOR PLAN LIGHTING Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�2,00 Drawn By: Checked By: WB/KC KC s o 0 a 0 a Li ami L CD Sheet Name: FLOOR PLAN LIGHTING Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�2,00 Drawn By: Checked By: WB/KC KC I I I I I I I I –L --U-' I FLOOR PLAN POWER 3/32"=1'-0" I 1 I J T �3.7) (N) 4 C4.4 5 r5•3� (N)X5.7;;51N> 5.8i 6 �6.3) (N 1TIi f I I I I I I I U106 FIRE o) ,o; RISER 27 I 1 f \ LB - ��- - -- I � 18, 0 REF ARCHFOR 7 REF ARCH FOR REF CH7FOR7T 71 REF A�CH FOR UHSf? AKER LOCATION SPEAKER LOCAl10N SPEAKER I OCSPE KER LOCATION LA -4,3 LA -43 ' 2N LB 54 LB -38940 30/2 II I I 1 i I I I I I i 1 KIDS KLUB CYCLING 1 t `5. ELEC. 142 i J .._ mr ll.w I I I I I I I I I JAN. - ' 1.54 J -14 --- - - - --' ---L ------ -1- - -- ---- �--- - -- -- - -1 - - -OSI- 2-2..-.._ it-- =` °m F t� J � U.R.R. AEROBICS DO 15 J LB -13 ji [_13 137 CHIM OF BASKETBALL I - LB -67' FOR DOOR CHIME y` CORR. / L_,1 08_..� ON LB -22 Jai, _ I -- I VEST. -- VEST. SIO. IF109 - --110 LB -83 � - -- 4 J GFCI }---� LB 53 21 5 J GFCI TYP.4 5 ,g z( z z 4 3 3 gl2.1 GFCI GFCILB-47 GFCI CI I I OFOFCI u GFCI_ O I, I B -I 1 I I I I � LB -70 1 II j _ _ -- - 4 __ f a - J -GFCI r �I J O ----- 1 LB -55 18 e,i .5 S:a .; .{; r, rs:� . � F`ef , 6R I GFCI - M.L.R. I_ FCI A.V.A V G � __ __ 111 w CARDIO J GB– GFCI W L.R. (1 1 7 S 4 S ti I - - _ - LB�24 , 5. r LB 63 IZ LB -51 _..... 5 • SA L CONDUITS RUN ACROSS [ i I nnru co♦nr cuAII er WON LB -81 J _ -_- ---_ W.T.R. LB -621 F" tCIRC.��� �' �3 M. G.» �� NA 5 SAU ; �r , I I [ 1 j � .l I I LB -74 -_ SIO. - LB -7 °1 I � , �, I W.S.R. - 77 I 115i, - ` 4 _ . _..... _. 1 r -SIO. o j CA RDI ° .., O I � VEST � VEST -- -� '`• ./ �c PERSONAL EQUIPMENT CIRCUIJOAS \�`''� I STINDICATED BACK AT CARDIO CURBS: ALL TRAINING I u RECEPTACLES TO BE LABE D PANEL 'LA'. ROUTE TO M.S.R. r WITH CIRCUIT NUMBERS �1 15 0 LB -24 RINSE NEAREST FULL HEI HT SHOWER ::. LB -21_ I THEN OVERH AD I I� �° 11 I IN TALL PER ��. 2% ��k ��X ��k WALL, TO PANEL. ...._ 16 C 680.22 -------- ----- __. - LB -16 17 20 12 �. v �,. '', 20 12 , I 1 � ;��, F �' HAC-38,40,42 30/20/3/WP 3#10,#10G,3/4"C 48OV,30,7.62KW " J + �748" I 17 19 21 23 25 • 11 11 - � II II I. 00 C R -VICE OC t S_- i- - Pump U14T LP 9,11,13 -- 2 P.E.30/10/3/4X COORDINATE 1 r ' ' I , TOR TO ON ' NCCOMPLY LOCATIBUTTON WITHNEC ARTIC E 6FOR �Fl 7 7 ' 7 7 LB, ALL POOL/SPA CIRCUIT 9 9 9 9 - (-*EL INSTALLATION GROUNDING _ _ ,� 1.,9 ._ _. OLP ON BM 34 0 ' I ''�,1 1 : ]N 1 f �LCP3(EMS1 0 !' POOL/SPA NOT IN PERMIT d 20 12 - 20 12 SCOPE. BY SEPARATE PERMIT - - - DEFERRED SUBMITTAL. WEIGHTS - - - r S 1p ' . 14 ON L -2 FREE -- - INST LL R 1 12,4 6,8 1012 1416 18,20 ° 5 5 5 - - NEC 080.4 I• 20 12 20 12 1 LB -4 1 POOL - 9 -- AND SPA - - -- - _- 1 22,24 26,28 1B- L 118 - S 0.32 11-16 IA1 1' TYP.6 I 3 iI 20 12 - 20 12 FOR EXT. SPEAKER O J VOLUME CONTROL Lp 54 2 38, 42,44 46,48 50,52 - SALES d h !; 5 - -- ---- 9---,--- 102 11 26 IAB -1 20 12 r r t R CEP. 1101 9 --- O 1__ 1 1 3 3 3 C IAB -21 d 20 1213 �1 p LB -31 I I ON LB- 4 - .- M -_ -- -- _.._.-.. 1 23 25 JL1 U . LTJ — --!-- -1- (g ON LB 22 25- _ gi J EXISII G J -BO AND CONDUI ,: -- — 1_ -77 TO ACSIBECEWNG SPAC -- -- - - - - - - - j 'I t L -----�--- - - - ---- ----- --�-- _ ---- - ---L--1-1--- _ _- -- �-- - A FOR V/1 Pr IIIWI`I IGU 1 11 I � 1, SPEAKER. EXTEND CONDUIT W% - PULL STRING AS INDICATED I I I I I I I I I I I I I I (•4.1 (N) 3,41,(1`)3. (N) �4.� (N) cN)C4. (5 (N) ('�) 5.6� (6 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. 6OELECTRICAL 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. O(2)1" CONDUITS TO ACCESSIBLE CEILING SPACE WITH PULL STRING FOR COMMUNICATION. OA/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. O11 DUPLEX RECEPTACLE MOUNTED WITHIN CABINET FOR MAGNETIC LOCK POWER SUPPLY. J -BOX MOUNTED WITHIN CABINET FOR FIRE ALARM WIRING AT POWER SUPPLY. O (1)2"C FOR POWER. PROVIDE DEDICATED NEUTRAL FOR EACH 12 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. C16> 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. 19 A/V OUTLETS AND RECEPTACLES TO BE 3'-6" TO LEFT OF CENTER (WHEN FACING EQUIPMENT) AND GROUPED TIGHTLY TOGETHER. REF ARCH DRAWINGS FOR MOUNTING HEIGHT. 20 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, 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 GRAPHICS 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. I. 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 210.81 P. FIRE ALARM SYSTEM SHALL BE FIRELITE OR SILENT KNIGHT TYPE ONLY. OCCUPANT NOTIFICATION SHALL BE PROVIDED IN ACCORDANCE WITH IFC SEC11ON 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 4M1\ FLOOR PLAN POWER LL, 'n `O Issue Date: 170264 Z rn O N E�390 Drawn By: 29M M KC LU o a rr LA >- U ~ N (1)4l o M s U w 00 L Q 0 M L 0 w N Z ko 0O I � � o s ty M V ! ? M I r, U O o O c o LA 4M1\ Sheet Name: FLOOR PLAN POWER Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�390 Drawn By: Checked By: WB/KC KC 0 N o ko � o I c 0 CL 0 a ►i r� Fo 0 Sheet Name: FLOOR PLAN POWER Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�390 Drawn By: Checked By: WB/KC KC NOTES THIS SHEET OEXISTING: DUCT -MOUNTED SMOKE DETECTOR, INTERLOCKED WITH UNIT TO DE -ENERGIZE UNIT UPON DETECTING SMOKE. OEXISTING: INTERLOCKED EXHAUST FAN WITH ROOF TOP UNIT VIA UNIT AUXILIARY CONTACTS. REFER TO EMS5.0 FOR ADDITIONAL INFORMATION. ONOT USED --- - 81 EXISTING: J -BOXES, DISCONNECT, & CONDUIT FOR LA FITNESS 2.5 ��� cN) C3� ��; (�41 (4.4� �5� 5.3 (N� ���/�N��� �6J �� (N) �7 4 SIGNAGE. OEXISTING: APPROXIMATE LOCA11ON OF 1-1/2" CONDUIT STUB -UP THROUGH ROOF FOR SATELLITE TV DISH. / I I I I I I I I I I I I OEXISTING: APPROXIMATE LOCATION OF EXTERIOR LIGHTING CONTROL 6 PHOTOCELL. I I I I I I I I I I I I �j EXISTING: WP/GFCI RECEPTACLE AT EACH RTU. iAa 21 LB -66 E 1 10 HAC-263 30 030 "3#10,#10G C 4BOV,30,9.11 lKW j HAC-2 ,22,24' RTU HAC-25,27,29 7 LB 45 30/30/3/WP 60 451 3 WPI I I 9 I 1 120V 3#6,#10 ,3/4 C RTU 480V,3 ,34.9KW $ 1 1 II 3#10,#10G,1 C, 0 480V,30,22.4K 0 IGFa ILB-52 EF I® - - - --- ------ i 1 - - 1- -- -- -- -_I -- -L 41- -L120V_ 5 ------------- -�- LB- 5 120 L I® r 7 rc LB -50 EF 2 i 0FLB-120V 4 O I• 120V �IwP GFCI LB -431120V j 120V AC -19,21,23 RTU TYP. R 7 --- 130/30/3/WP 7 I 310,#10G,3/4 80V,30,22.5KW I II I I I I I I I i li I I I I I I I I I I', I I I I I I I I 1 • � I O Ml II Ai TUI HAC-31,33,35 "7Gcl11 30/30/3/WP 3#10,#10G,3/4"C LB -45 48OV,30,22.4KW Fe, � � 120V I I O O O I I � TU ._ ._ --- -.HAC- - _ - -- ----- - 60 4 /3/WP 17 R5 A�L� ° / ,/ I I Wp 3#6,#1 ,3/4"C O GFCI 48OV,3 ,34.9KW LB -43 120V I I 1 �e!tlrA TU HAC-14,16,18 O G 6 30/20/3/WP 3#10,#10G,3/4"C _ _ - LB -43 480V, 3014�.1 KW I I B-4EF 120V 1 20V I I I I �13 I I ! I I I I O1eB HAC-32,34,36 *1S L� RTU 1 60/60/3/WP WP LB -43 3 ,#10G,1 GFa 120V LB -48 EF 12 V,30,37.4 W 4i I TU HAQ-8,10,12 I 120V 3 ® I m 4 60/45/3/WP 3#6,10G,3/4"C OI 480V 30,34.9KW - -- -- - - - - --- -- ---- -- - --7-- B�B OIIIIII rIIIII - - rIIIII lI�0HACt37,39,4EF HAC-46 RU 30/I5/3/WP 1HAC-7,9,11PRTU 4 0 60/45/3/WFIE] 60/50 13#6,#10 //C#10G,3/4C3#6480V,30,WOV,30,34.9KWL�GFcI li IIII!I 19 �I --:.-------- �a LB I LB -43 120V I 120V I I I I I I I I I I ! I I I TU HAC 1,3,5 30/2 /3/WP 3#10,#10G,3/4"C ----- - - ---- i- - --- - - - - - - - -- - - - - --- - --- - - - ---- - - - r - - -- _. aOV,3�14 _ _ 48 .1 KW LB -4r5 j 1 ! 120V! ! I I I I B (N) --- -----� - - -----T 1 II 1 IT ----- -- - I I SII I I II ! I II I � I ! I L_ 11 WP �� - - - - - —=— - - ----- - - - - - - !! -f -- --- -- - - - ---- ! --- - - - ----- JWP EXTERIOR BLDG - - - - - — - '- - --1- - —f- - t - - t ---- — - -S _ 4 151.--120V�-- , _ _ _ — - - - - 1 120OW, LB -42 - L_r_ - - - 4 EXTERIOR BLDG r — — — 40OW, 112V, L� 44 1 II I I I ! I I I I I I I I i I I I I I ! ! I I l (, C 8�1J �4 � (N) (N) C6.� (N) ROOF PLAN ELECTRICAL 3/32"=1'-0" NORTH (D 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 WEATH ER- RESTI STAN T TYPE, AND SHALL HAVE GFCI PROTECTION FOR PERSONNEL. E. EXTERIOR LIGHT LOCATIONS 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 (INCLUDING RTU'S, RTU DISCONNECTS, EF DISCONNECTS, EFS, RTU RECEPTACLES, ETC) IS EXISTING. CONDUIT AND FEEDERS FOR ALL ROOFTOP EQUIPMENT IS EXISTING AND IS TERMINATED AT LAF ELECTRICAL ROOM WITH 25FT FEEDER COIL. THIS CONTRACTOR SHALL EXTEND CONDUIT AND FEEDERS AS REQUIRED AND MAKE FINAL CONNECTIONS TO PANELS, THIS PLAN INDICATES EQUIPMENT CIRCUIT, FEEDERS, VOLTAGE, AND LOAD, CONFIRM WITH EQUIPMENT NAMEPLATE, J -BOXES, DISCONNECTS, ETC FOR BUILDING SIGNAGE IS EXISTING. CONDUIT AND FEEDERS FOR BUILDING SIGNAGE IS EXISTING AND IS TERMINATED AT LAF ELECTRICAL ROOM WITH 25FT FEEDER COIL. THIS CONTRACTOR SHALL EXTEND CONDUIT AND FEEDERS AS REQUIRED AND MAKE FINAL CONNECTIONS TO PANELS. THIS PLAN INDICATES EQUIPMENT CIRCUIT, VOLTAGE. AND LOAD• Z 0 to Lu O U M s U K O ^L W N O s c F_ w W Ul \O Z O � M � bA� Q ot �u� L Q Lnw 00 M Sheet Name: ROOF PLAN ELECTRICAL Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�400 Drawn By: Checked By: WB/KC KC O O 0 0 a 0 o. U O a ti a i� o Z CD Sheet Name: ROOF PLAN ELECTRICAL Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�400 Drawn By: Checked By: WB/KC KC LCP1 Load Inverter 1 HA -41 ISOLITE E3MAC-2800-1P-1B-OB-C 5 -0 1 EPC -1D Device Location Inverter Circuit Area Served #1 CKT# Area Served AER1 AER2 CYCLEI CYCLE2 KIDS SIGN HA -19 Cycle Perimeter LTG 5 Spare 0 6 Cycle x HA -21 Cycle LTG Note: Install EPC -11) device for each inverter circuit #2 - #4. Note: Install EPC -1D device at room for inverter circuit #6 & #7 as shown on plans. #2/1 x Electrical Room HA -41 Inverter #1 Circuit 6 Cycle EM LTG 1 Lockers/Corridors/Pool 1779 x 244 HA -11 Aerobics Perimeter LTG x 243 Total Load 2386 HA -13 Aerobics LTG Electrical Room x Inv #2/2 HA -42 Inverter #2 Circuit 4 Aerobics EM LTG x #2/3 Ancillary Room 1 Ancillary Room 1 LA -47 Cycle Fans Aerobics x DCP Dimming Control Panel LA -49 Aerobics Fans x 2 Buildin Sin x t Loo Sin O" x 3 Kid's Klub LTG s x rn LCP2 M W CKT# Area Served EMP MEM1 MEM2 EXT ANC HA -8 Pool LTG x HA -10 Pool Down LTG x CL HA -6 Corridor LTG x HA -18 Men's Locker Shower LTG x HA -20 Women's Locker Shower LTG x LB -23 Sauna LTG x o) 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 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 x HA -17 Basketball LTG x HA -35 Exterior LTG 0 x HA -1 Free Weigh tsCardio Circuit LTG x HA -3 Free Weigh tsCardio Circuit LTG x LL HA -28 Entry LTG x HA -5 Free Weigh tsCardio Circuit LTG x HA -7 Free Weigh tsCardio Circuit LTG x LB -47 Grooming Station LTG x HA -31 Perimeter Accent LTG x HA -42 Inverter #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 lLocker Rm TV's x LB -81 Zoom TVs z x LCP3 CKT# Area Served EMP -20 Pool Underwater LTG x ILP 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 LNC -1D device for which area/room it serves. �3� INVERTER SCHEDULE NO SCALE 5.7 (51 7.8 (N) GROUND LCP HOT LOAD SIDE NEUTRAL U Li LOAD u " 0 SIDE GFCI HOT LINE SIDE GENERAL RECEPT RECEPT BEHIND AICIITOAI DRINKING FOUNTAIN LINE SIDE 5 FEED-THRU GFCI RECEPTACLE DETAIL E-5.0 J NO SCALE J -WEATHERHEAD TO DISH -CABLE BY OWNER -17!" GRC CONDUIT ARCHITECT APPROVED ROOF FLASHING ROOF MEMBRANE N;� // I WELD CONDUIT TO ROOF L STRUCTURAL STEEL 1/0 CU _/ L-1-1/2" CONDUIT TO ELECTRICAL ROOM JUMPER PER NEC CATV CONTROL RACKS 810.15 JUNCTION BOX BELOW ROOF -6 SATELLITE TV ROOF PENETRATION E-5.0 I NO SCALE NOTES THIS DETAIL ONOT USED OPROVIDE EPC -1D AT DIMMING PANEL. REFER TO D/1 ON EMS -5.1. EPC DEVICE MOUNTING LOCATION UNLESS NOTED OTHERWISE ON LB-2� I LB -29-J EMS -1 LCP2 NORTH ELECTRICAL & AN ROOM (D 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) IM FIRE RATED PENETRATION DETAIL NO SCALE Circuit Load Inverter 1 HA -41 ISOLITE E3MAC-2800-1P-1B-OB-C 5 -0 1 EPC -1D Device Location Inverter Circuit Area Served #1 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 -11) device for each inverter circuit #2 - #4. Note: Install EPC -1D device at room for inverter circuit #6 & #7 as shown on plans. #2/1 Inverter 2 HA -42 ISOLITE E3MAC-2800-1P-1B-OB-C 4 Electrical Room Inverter Circuit Area Served #2/2 1 Lockers/Corridors/Pool 1779 2 Individual Automatic Sensor Rooms 244 3 Ancliary Room 1 121 4 Aerobics 243 Total Load 2386 Note: Install EPC -1D device for inverter circuit #1. Note: Install EPC -11) device at each room for inverter circuit 2 3 & #4 as shown on plans. #2/2 Label each LNC -1D device for which area/room it serves. �3� INVERTER SCHEDULE NO SCALE 5.7 (51 7.8 (N) GROUND LCP HOT LOAD SIDE NEUTRAL U Li LOAD u " 0 SIDE GFCI HOT LINE SIDE GENERAL RECEPT RECEPT BEHIND AICIITOAI DRINKING FOUNTAIN LINE SIDE 5 FEED-THRU GFCI RECEPTACLE DETAIL E-5.0 J NO SCALE J -WEATHERHEAD TO DISH -CABLE BY OWNER -17!" GRC CONDUIT ARCHITECT APPROVED ROOF FLASHING ROOF MEMBRANE N;� // I WELD CONDUIT TO ROOF L STRUCTURAL STEEL 1/0 CU _/ L-1-1/2" CONDUIT TO ELECTRICAL ROOM JUMPER PER NEC CATV CONTROL RACKS 810.15 JUNCTION BOX BELOW ROOF -6 SATELLITE TV ROOF PENETRATION E-5.0 I NO SCALE NOTES THIS DETAIL ONOT USED OPROVIDE EPC -1D AT DIMMING PANEL. REFER TO D/1 ON EMS -5.1. EPC DEVICE MOUNTING LOCATION UNLESS NOTED OTHERWISE ON LB-2� I LB -29-J EMS -1 LCP2 NORTH ELECTRICAL & AN ROOM (D 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) IM FIRE RATED PENETRATION DETAIL NO SCALE Circuit ELECTRICAL DETAILS & Area Served EPC -1D Device Location Inv #1 2 Weights Cardio Circuit Rece tion Electrical Room Inv #1 3 Basketball Electrical Room Inv #1 4 Exterior Ltg Main Entry Electrical Room Inv #1 6 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 Ancillary Room 1 Ancillary Room 1 Inv #2/4 Aerobics Aerobics DCP Dimming Control Panel Electrical Room EPG -1D Devices shall be mounted In an accessible location. Label each EPC -1D Device for which area/room it serves. 8 EPC -1D SCHEDULE E-5.0 I NO SCALE 7 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 CIRCUITY; 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) II. 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. IV. LIGHTING ZONE DESCRIPTION: THE FOLLOWING DESCRIBES THE ZONING AND ASSOCIATED LIGHTING CIRCUITS: 1. EMPLOYEE: 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 50% (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 (I0)). 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, L 7004 BEE CAVE RD, BLDG 2, SUITE 200 AUSTIN, TX 78746 /0109. T C Consulting Engineers 512.306.9400 G 8340 Meadow Road Suite 180 ENGINEERING DEPARTMENT Dallas, TX 75231 tel. 214.750.2900 CONTACT PERSON: FL CoA # 31721 Job # i RHAMILTON®SITECONTROLS.COM DRAWN TNM IDESIGN TNM I DDWMG IAPPDJFT LL J 0 �0 Ujz �C�wg00a Za�- m= w O z 0 z �IoWwzacr0 O V ���a= F- z Z U Z aIx 0 w aw�Z ���V 00=LUUwW~W U UF- } 2 ~ 0U)0� ELECTRICAL DETAILS & W In \D Z 0m � Proj #: Issue Date: Z O N Sheet No.: E�5eO Drawn By: ro WB/KC KC toM W o N •'o > bD Q00 U 341 Q) �~ M » t¢ s » Ld ai U w 00 C M 0 ~` Lu O" L s rn M W O O O v p O N O ¢ !i CL LL J 0 �0 Ujz �C�wg00a Za�- m= w O z 0 z �IoWwzacr0 O V ���a= F- z Z U Z aIx 0 w aw�Z ���V 00=LUUwW~W U UF- } 2 ~ 0U)0� Sheet Name: ELECTRICAL DETAILS & SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�5eO Drawn By: Checked By: WB/KC KC 0 ai CD o is � O CL o) a 0 LL 0 z 0 Sheet Name: ELECTRICAL DETAILS & SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�5eO Drawn By: Checked By: WB/KC KC NI F CENTRAL INVERTER WITH EPC -1D SINGLE ZONE DIMMED LIGHTING LOADS (0-10V CONTROL) SHOWS EMERGENCY AND NON—EMERGENCY LIGHTS ON SAME ZONE NI F CENTRAL INVERTER WITH EPC -1D SINGLE ZONE NON—DIMMED AND USING OCCUPANCY SENSOR SHOWS EMERGENCY AND NON—EMERGENCY LIGHTS ON SAME ZONE w------------------------------------� I Operation: I Emergency lights can be dimmed with the dimmer ori Dimming Panel. Wire #1 is the sense wire for EPC-1DI internal multi—pole relay control. Under normal I operation, power flows from wire #5 to #6 to the Emergency Lights. In addition, there is a contact I I closure from red to blue wires for 0-10V control. I Upon power loss, EPD-1 D will connect the Inverter I AC Output to the Emergency Lights. Emergency I I power flows from wires #5 to #6 to the emergency lights. In addition, contacts open Red to Blue wires to bring lights to full brightness. L------ ------------- 2 ------- --- 2 EPC -11D WIRING DIAGRAMS � I Operation: FWJFo-------------------------------i i I Emergency Lights and Normal Lights can be turned I Ion and off with the occupancy sensor. Wire #1 is I the sense wire for EPC -1D internal multi—pole relay I i control. The EP -11) uses the occupancy sensor as a I signal to turn on the internal control relay between I wires #5 and #6. 'Upon power loss, EPC -1D will connect the Inverter I I AC Output to the Emergency lights between wires #5I land #6 of the EPC -1D irregardless of the occupancyl I sensor state.______________________J �11 NO SCALE (N) : 3� �j (N) (N) 7) 57�N 5.8i 6_; �6.3� (N) 7 1. T' I U.R.R. I .106 FIRE RISER .� _ - I +IfIlII_ -IEI ?---1-� II_ - r��2-IIIIIIItII I I.�(N) II 1,-I (II_I II NI .). +O OY_-rIIIIIIII.I• -._-_ , •~y1iI �__1IIIL1I r I N--) 1 - IIIIIIt +II— -4O!O �-,O 7_ - _N)i III14 I_ - I _ I,— •.. •.,_ ,.��.IIIII. r_-----.._�IIII+III T r I I .II.III IL1 1iII I 1T_r1I -IrkI '��.•--,l ;^iIII r■-■TI O.~ I �- fI1, �,-_/L■III1 II'.r;II S';'- _ __ 1 _ T— 1 - I -M- �-- 1i I :- L1 - --_-1 1 • —' rtI• —+I — .11I —.- . I u - e II — �-_ - - I I _I � II I - -; I -urc t tT 7Jr oJAN. I 111111 3ASKFTRA! 1. L L�T To +I�R,10 VESTVEST, 24 1.2 FT r 2 W.R 4 CARDIO 3214U N I 1 114 I I t t W.T.R.I I I I I CIRC. 43 O 1 09 O STO o, 01 T7 L :VESTSTO. PERSONAL TRAINING M.S.R. o HO ER 1151 W.H. -'i N4S1 OTES THIS DET AIL "C W PULL STRING IN CEILING SPA C E STUBBED 6" IN T O2EACH ROOM (ELEC & A/V). CONDUIT SHALL BE ROUTED U P FREE HIGH THROUGH STRUCTURE, ALONG GIRDER. 101 138 O(1) FOR LAF IALSLK(FOR FUTURE.WRING TO BE BSUAL YAFVENDOR. SERVES: STUB 6" INTO CYCLE ROOM ABOVE ACCESSIBLE i} L .CEILING.CONDUIT SHALL BE ROUTED UP HIGH THROUGH STRUCTURE, ALONG GIRDER. L! (1) FOR LAF tASK(FUTURE.WRING TO BE INSTALLED BYLAF VENDR. SEFOR RVES: lAEROBICS. STUB 6" INTO AEROBICS ROOM ABOVE ACCESSIBLE E CEILING. REF E2.1 FOR TERMINATION. (2)2"C FOR AUDIO/VISUAL (SPEAKERS). WRING TO BE INSTALLED BY LAF VENDOR. SERVES: SPEAKERS IN OPEN r 7 _ CEILING AREA. CONDUIT SHALL BE ROUTED UP HIGH THROUGH ° STRUCTURE, ALONG WALL. TERMINATE AT OPEN CEILING AREA . _ 1 I (1)2"C FOR VOICE/DATA. CABLING TO BE INSTALLED BY LAF 1 ° B_1 (N) VENDOR. SERVES: CYCLE. STUB 6" INTO CYCLE ROOM ABOVE ACCESSIBLE CEILING. CONDUIT SHALL BE ROUTED UP HIGH N(N) THROUGH STRUCTURE, ALONG GIRDER. T (1)2"C FOR VOICE DATA. CABLING TO BE INSTALLED BY LAF - --O VENDOR. SERVES: AEROBICS. STUB 6" INTO AEROBICS ROOM ABOVE ACCESSIBLE CEILING. CONDUIT SHALL BE ROUTED UP HIGH THROUGH STRUCTURE, ALONG GIRDER. (N) 48(N) (N) (N)�.� 2 N, .�7 (N) PLAN NORTH NORTHr T-77137-1`�e� sro OVERHEAD CONUIT PLAN 1/16"=1'-0" 2.1.5 (N) 3 ;' �.7 (N)�5.7�(5.48 5.8 6 I I I I I I i I I I I I I I I I I I I I I I I I I I I I 341,11:,; i347j1' X6.3 (N; U.R.R. FIRE RISER 155 i W.T.R. 1aI i -W.9itr 1 129 STO ELEC. 133 JAN. _ 134 I I _ IL A II GAJ itI I I I C5.4) (N) x.1;.5.6 6.21 DIMMING ZONE CONTROLLED BY AUTOMATIC DAYLIGHT RESPONSE DIMMING ZONE CONTROLLED BY LOCAL DIMMING SWITCH DIMMING ZONE CONTROLLED BY AUTOMATIC DAYLIGHT RESPONSE & LOCAL DIMMING SWITCH FLOOR PLAN DIMMING/DAYLIGHT ZONES 1/16"=1'-0" PLAN NORTH NORTH "NOTE: UZ4, ULS, ULU, UL/, & URS AKL UIMMINU LUNtb VVIIM LWAL WN IKUL UNLT IMGJt LIGHT FIXTURES ARE CONTROLLED VIA LIGHTING CONTROL PANEL FOR ON/OFF CONTROL DIMMING CONTROL ZONES NO SCALE ELECTRICAL DETAILS w0N Z Issue Date: 170264 Z Area Served E�5,0 Drawn By: Checked By: FREE WEIGHTS KC W 0 V MVS r� +—' V N V w L 0 — M O L w Z O w " L s V W M "NOTE: UZ4, ULS, ULU, UL/, & URS AKL UIMMINU LUNtb VVIIM LWAL WN IKUL UNLT IMGJt LIGHT FIXTURES ARE CONTROLLED VIA LIGHTING CONTROL PANEL FOR ON/OFF CONTROL DIMMING CONTROL ZONES NO SCALE N W J O J a W H W CL W ZW L 0 }wzo=) n mim—x�OLaZ8H NH-pa_WZW WO To W ~_ a L LU~ 0:1Z_ x a W W 29Wfn f x0ri-�wUD O(LWz OofC92LL1 va V W ca Z) V — O 2 1- U) 0 W O � I- ELECTRICAL DETAILS w0N Z Issue Date: 170264 Z M \0 O CV E�5,0 Drawn By: Checked By: M KC W 0 V MVS r� +—' V N V w L 0 — M O L w Z O w " L s V W M M Ul) U O O CD O n N �0 Q O Q Ln N W J O J a W H W CL W ZW L 0 }wzo=) n mim—x�OLaZ8H NH-pa_WZW WO To W ~_ a L LU~ 0:1Z_ x a W W 29Wfn f x0ri-�wUD O(LWz OofC92LL1 va V W ca Z) V — O 2 1- U) 0 W O � I- Sheet Name: ELECTRICAL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�5,0 Drawn By: Checked By: WB/KC KC N :3 o M 0 o 0 n U E O a `o U_ Cn Z C3 Sheet Name: ELECTRICAL DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�5,0 Drawn By: Checked By: WB/KC KC Vf a -j LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS TYPE Watts Volts MANUFACTURER &CATALOGUE COMMENTS F1 Recessed Wall Wash Downli ht LED 17.25 277 GOTHAM - EVO-WW-30-15-6AR-MD-LSS-MVOLT-EZ10 1.5001m FIA Recessed Wall Wash Downli ht LED 14.5 UNV PRESCOUTE 6LEDG4WW-6LFLED6G430KWTWW 15001m F2 Sin le Faced Exit Sin LED 3.1 277 UTHONIA - EDG-i-R-EL ELA-US-36 WITH STEM KIT ACCESSORY 36" LENGTH BUSHED ALUMINUM NO BATTERY CONNECT TO INVERTER F2B Basketball Exit Sin LED 5.2 277 UTHONIA - LV -S -W -1-R-120 277 NO BATTERY CONNECT TO INVERTER F2A Single Faced DIE-CAST Exit Stn LED 3.8 UNV DUAL -UTE ESRBNE FOR BASKETBALL ADD S3 INCLUDES BATTERY F2A ALT Single Faced DIE-CAST Exit Sin LED 3.8 UNV DUAL -UTE ESRBN FOR BASKETBALL ADD S3 NO BATTERY CONNECT TO INVERTER F2DA DOUBLE Faced DIE-CAST Exit Sin LED 3.8 UNV DUAL -UTE RBNE INCLUDES BATTERY F2DA ALT DOUBLE Faced DIE-CAST Exit Sin LED 3.8 UNV DUAL -UTE RBN NO BATTERY CONNECT TO INVERTER F3 LED Surface Mounted Stri Light LED 31 UNV UTHONIA - ZL2N-L48-2000LM-MDD-MVOLT-30K-80CR1-WH OOOIm F3WET LED Wet Location Stri li ht LED 24 277 UTHONIA - XWMLED 1800LM 173A WET LED Wet Location Stri li ht LED 27 UNV COLUMBIA- EM4-30VW-RFA-EDU 3 OOOLM F4 Exterior Wall Sconce LED 13 277 BEGA -3542-BRZ-3K-LED 4791m 0-10V dimmin - 120v only NO BATTERY -CONNECTS TO INVERTER F4A Exterior Wall Sconce LED 13 277 HUBBELL LNC2-12LU-3K-3-1-BBU 2.4201m 0-10V dknmin INCLUDES BATTERY F4B Exterior Wall Sconce LED 13 277 HUBBELL LNC2-12LU-3K-3-1 4201m 0-110V dimmin NO BATTERY- CONNECTS TO INVERTER F9 IP68 Wet Labeled Linear LED Wall Wash LED 4.4W ft. 4.4/FT 277 OPTIC ARTS - FLEXDC-68-30-24-44- (CUSTOM LENGTH PER PLANS +ERG GG-24-UNV +SLD-DIM18 DIMMING MODULE NTH GRAZER LENS TO WALL WASH GRAPHICS F9EXT IP68 Wet Labeled Linear LED Wall Wash LED 4.4W ft. 4.4 277 OPTiC ARTS - FLEXDC-68-30-24-44- (CUSTOM LENGTH PER PLANS +ERG GG-24-UNV +SLD-DIM16 DIMMING MODULE +PENTAIR - QLINE I TYPE 4X: Q303013Pq ADD NEMA 4X RATED ENCLOSURE FOR DRIVER PENTAIR - QLINE i TYPE 4X: Q303013PgQRR F10 Pool Soffit Light LED 8.3W ft. 99.6 277 AXIS - SP16169-2 WBRLED-B3-MF-750-30-S-S W-UNV-D-I-TF Drywall flange kit INCLUDED F11 6" Recessed Downli ht LED 19.1 UNV GOTHAM - EVO-30-15-6AR-MD-LSS-MVOLT-EZ10 15001m F11A 6" Recessed Downli ht LED 18.5 UNV PRESCOLITE 6LEDG4 6LFLED6G430K B6 14581m F12 Truss Mounted LED LED 4.4W ft. 4.4/FT UNV OPTiC ARTS - FLEXDC-44-30-24-44- (CUSTOM LENGTH PER PLANS +ERG GG-24-UNV +SLD-DIM1B DIMMING MODULE with CHW-S-2010 Refer to architectural details for mountin assembly. F12 Truss Mounted LED Hardware 4.4 FT UNV MINERALLAC 1. Hammer on Flan a Cli - Cxx 2. Round Head Machine Screw 6/32 x 3/8 - 2206 3. N ock Nut 6/32 - 405 4. "L" Bracket PBA 5. Screw - 3006 Use stifled Minernllac hardware or equal. Clam sized endent on truss dimension. F12G COVE Mounted LED -WALL WASH LED 4.4W ft. 4.4 277 OPTIC ARTS - FLEXDC-44-30-24-44- CUSTOM LENGTH PER PLANS +ERG GG-24-UNV +SLD-DIM16 DIMMING MODULE with CHW-S-1208 &CHS-S-12mm-2G SAME AS TYPE F12 EXCEPT WITH GRAZER LENS TO WALL WASH GRAPHICS F13 Restroom Surface Mounted Indirect LED 22 277 EUREKA -3036-LED.22.30-277V-DV-WH-WH 14001m F14 6" Recessed Downli ht - High Output LED 36.6 UNV GOTHAM - EVO-30-30-6AR-MD-LSS-MVOLT-EZ10 OOOIm F14A 6" Recessed Downli ht - High Output LED 26.5 UNV PRESCOLITE 6LEDG4 6LFLED7G430K 66 OOOIm F14H 8" Recessed Downli ht -VERY High Output LED 84 UNV PRESCOUTE DBLED 6L30K8 - 8MD6LFL35SL 6,0001m F15 Exterior canopy fa ode u li ht LED 48 UNV TARGETii - JE -P -10 -WG -480 -HO -30F16 2' x 4' Troffer LED 30.7 UNV UTHONIA - 2FSL4-30L-EZ1-LP830 31701m F16A 2' x 4' Troffer LED 40 UNV COLUMBIA - CAT24-30MLG-EDU 4.4001m F16B 2' x 2' Troffer LED 30 UNV COLUMBIA - CAT22-30MLG-EDU 3.2001m F16H 2' x 4' Troffer LED 65 UNV COLUMBIA - CAT24-30VLG-EDU 6.8001m F1 6L 2' x 4' Troffer LED 33 UNV COLUMBIA - PT24-30VWG-LSR-S-EDU 3 6001m F16Lf 2' x 4' Troffer LED 33 UNV COLUMBIA - PT24-30VWG-LSR-S-EDU-FK24 WITH FLANGE MOUNT KIT 3.6001m F17 Linear U li ht LED 10.1W ft. 10.1 UNV PINNACLE - EX33-N-0-30H0-CONTINOUS RUN-AC48J8-UNV-iD-W-BWD 9851m Continous run - length per Ions. Lengths come in sections of 4' 8' and 12' F17 Linear U li ht LED 12.1W ft. *12.1 UNV UTECONTROL #22L -P -1 -LPA -length per Ian-08-C2-30K-1120-DC10-1C-UNV-FAI 12001m Continous run - length per Ions. Lengths come in sections of 4' e' and 12' F17 -ALT LINEAR INDIRECT DIRECT LED 10.3W ft. *10.3 UNV LITECONTROL SL -P -ID -LPA -len th per Ian-8-SOF-C1-30K-ID120-010-1C-UNV-W2*-FAI 12001m Continoua run - length per lana. Lengths come In sections of 4' 8' and 12' F18 Angled Soffit Light LED 5.9W ft. 5.9 FT UNV BARTCO - BSS110-45-30-DIM-6-F 2.2181m F19 Decorative Pendant LED 117 277 OCL - L01-P1EC-48-MW-1LD117 30K -277 -132 -DMO F19-24 Decorative Pendant LED 44 277 OCL - L01-P1EC-24-MW-1LD44 30K -volt -132 -DMO F20 Lockers U li ht LED 70 277 LITHONIA - ZL2N-L48-5000LM-MDD-MVOLT-30K-80CRI-WH 5,0001m F20-2FT Lockers U li ht 2ft LED 32 277 UTHONIA - ZL2N-L24-2000LM-MDD-MVOLT-30K-80CRI-WH 3,0001m F20A Lockers U li ht LED 50 UNV LUMINAIRE LF74-4-50W-3000K-120 277-OP-WHT-TX SD 4.9481m F21 Exterior LED 30 UNV BEGA - 22 383 1,9261m F21 A Exterior LED 36 UNV SCOTT 9345 -L6 -30K -BZ 4,0001m *THIS FIXTURE NOT DARK SKY COMPLIANT F21 -ALT Exterior LED 16 UNV SCOTT 9345 -L6 -30K -BZ 2 OOOIm *THIS FIXTURE NOT DARK SKY COMPLIANT F22 Vanity Light LED 16.4 277 AXIS - ARWLED-B3-600-30-S-3-AP-UNV-1 1 8001m F22A Vanity Light LED 18 UNV SCOTT 3721-BN-L18-30K-DIM-UNV 2,2001m F24 Basketball Fixture LED 200 277 JUNO -ALX-A24-4K-UN-6HC ALXLEDTI6W 25,8161m F24A Basketball Fixture LED 235.6 277 LITHONIA HBL-24000E.M-GL-WD-MVOLT-GZ10-40K-80CRI-LCPP-DO WITH TPH &LCPP 2 9291m F25 IP65 Wet Listed Shower Light LED 19.2 277 PRISMA - MAGICUCK 25 LED - 079424 1 8331m F25A Wet Listed Shower Light LED 14 277 SCOTT C9330 -L14 -30K -BS 1.600[m F26 Multi -head Recessed Adjustable One on One PT LED 73 UNV JUNG - DCS30-NNN-20-30-volt-BL3-90 1.9251m x 3 F27 Sk i ht LED 31 UNV UTHONIA - ZL2N-L48-2000LM-MDD-MVOLT-30K-90CRI-WH 2.00Olm F28 PT Cove LED 4.4W ft. 4.4 FT 277 OPTiC ARTS - FLEXDC-44-30-24-44- (CUSTOM LENGTH PER PLANS +ERG GG-24-UNV +SLD-DIM1 B DIMMING MODULE) CHW-S-1208 &CHS-S-12mm-2G SAME AS TYPE F12G HATH GRAZER TENS F29a Mirror Light LED 4.4W ft. 4.4 FT 277 OPTIC ARTS - FLEXDC-44-30-24-44- (CUSTOM LENGTH PER PLANS +ERG GG-24-UNV +SLD-DIM18 DIMMING MODULE CHW-S-1208 &CHS-S-12mm-2G SAME AS TYPE F12G WITH GRAZER LENS F29b Undercabinet Light LED 4.4W ft. 4.4 277 OPTiC ARTS - FLEXDC-44-30-24-44- CUSTOM LENGTH PER PLANS +ERG GG-24-UNV +SLD-DIM16 DIMMING MODULE CHW-S-1208 &CHS-S-12mm-2G SAME AS TYPE F12G WITH GRAZER LENS CCLED VAPORTIGHT FIXTURE LED 15W 15 UNV UTHONIA LVTWM 6001m - SPECIFY WALL WM OR CEILING MOUNT CM F30A VAPORTiGHT FIXTURE LED 20W 20 UNV CANIET 2 -20W -L -W -F -OG -01 1,8321m LL Pendant Indirect/Direct LED 7.3W ft. 7.3 277 UTECONTROL -P-ID-STD-08-SOF-C1-30K-1030 050-010-1C-UNV-FAi-W2 STANDARD SFT SECTION SOOIm LL -6' Pendant Indirect/Direct LED 7.3W ft. 7.3 277 UTECONTROL L -P -ID -STD -06 -SOF -C1 -30K-1030 050-010-1C-UNV-FAi-W2 6FT SECTION SOOIm LL -4' Pendant Indirect irect LED 7.3W ft. 7.3 277 UTECONTROL L -P -ID -STD -04 -SOF -C1 -30K-1030 050-010-1C-UNV-FAi-W2 4FT SECTION 8001m LH -6' Pendant Indirect/Direct LED 12.8W ft. 12.8 T 277 UTECONTROL L -P -ID -STD -06 -SOF -C1 -30K-1030 110-010-1C-UNV-FAi-W2 STANDARD 6FT SECTION 14001m LH Pendant Indirect/Direct LED 12.8W ft. 12.8 277 UTECONTROL L -P -ID -STD -08 -SOF -C1 -30K-1030 110-010-1C-UNV-FAi-W2 STANDARD 8FT SECTION 14001m OTHER FIXTURES BB SAUNA INCANDESCENT 43W 100 120 HUBBELL RI -01 with R -G1 /A PIED LOCKER ROOM ENTRY OLD STYLE LED 44W 44 UNV IN ELP W11W GYP ELP W11W-TB (T -BAR) 6,0141m YLED POOL CEILING OLD STYLE LED 115W 115 UNV EWPTIPAR 408-5072-3-02-M-VP-0-30-ZK 6,4361m HB HIGH BAY LOWER CEILINGS LED 130W 130 UNV HUBBELL LBX-56LU-30K-A2-WH-WA22 12 300m HW HIGH BAY HIGHER CEILINGS LED 260W 260 UNV HUBBELL LBX-112LU-30K-A2-WH-WA22 23,650m F11 -P DOWNUGHT FOR NY STATE SWIMMING POOLS LED 38W 38 277 INTENSE ML6L4309-C-SF ILC6L4 *volt :J3 LIGHT FIXTURES WITH V SUFFIX HAVE DIMMING DRIVER AND ARE CONTROL BY DIMMING. LIGHT FIXTURES WITH 'Wf HAVE LONGER THAN STANDARD WHIP LENGTHS. PROVIDE LENGTH ON PLAN DESIGNATED WITH 'f. INVERTERS ARE PROVIDED AS PART OF LIGHT FIXTURE PACKAGE. 'F6' AND 'F7' ARE PROVIDED BY MILLWORK SUPPLIER. James F. Turner Engineers, EPC -1D DEVICES ARE PROVIDED AS PART OF LIGHT FIXTURE PACKAGE. Consufting Engineers F17' & 'F17A' SHALL BE SUSPENDED 18" BELOW CEILING. J T 8340 Meadow Road Suite iso Dallas, TX 75231 tel. 214.750.2900 FL CoA M 31721 Job DRAvmTNM DESIGN TNM DcWMG APPDJFT LP A § Vf a -j OOOIm V s V L Q i N L S V w O N Z M L9 rn Ot \O Z � O N � 3V� o IIt q~ » S Q w 00 v) M 0 a W z F- M Lf') W o o U 0 O � N � (9 o ¢ LL. 00) LL J o��wz ¢w►�-waVO mU���z0�z �w OO_pof�� oPo�wza_OfO F-0V'WZZV crZV' =¢fwf�Q�OwO_' of- U) w�} awU)z �dp�� kn�VWLL.QF=--- pC0 C/1 W r-� H z w 0 P4 M N M r y �i p a_ `o 0 z 0 Sheet Name: LIGHT FIXTURE SCHEDULE Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�502 Drawn By: Checked By: WB/KC KC C/1 W r-� H z w 0 P4 M N M r y �i p a_ `o 0 z 0 Sheet Name: LIGHT FIXTURE SCHEDULE Proj #: Issue Date: 170264 09-01-2017 Sheet No.: E�502 Drawn By: Checked By: WB/KC KC Drawn By: Checked By: WB/KC KC rG Ft E FLOOR PLAN - EMS SYSTEM 3/32"=1'-0" r (v 3:i '.3!; (�) 4.% �.� �5� (N) (5.7J 578iN)`5.8;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 4.8 (N) (N) 4.9 6 (N) U.R.R. lo() FIRE RISER C7� W.T.R. ) -1 W.S.R. y �W _- B.2 I(N) O GRAPHIC .I -'\j I(N) - - - - -- - (N - - - A.6I I I I I _ I 1 Tom) (A � I \ J (N) (N)\J �) (N) 6.7 (N) 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. 4. MOUNT Q3) 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. ME ALL LOW VOLTAGE WIRING IN OPEN CEILING AREAS TO BE IN CONDUIT TIGHT TO DECK - INCLUDING LOW VOLTAGE DIMMING CONTROL TO LIGHTING. NOTES THIS SHEET O1 COORDINATE LOCATION WITH CABINETWORK. O2 COORDINATE FINAL LOCATION WITH EQUIPMENT IN ROOM. O 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. VY, MOUNT DEVICES IN MIRRORS. 6O MOUNT ENERGY METER AT "MS" 7O 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 TIGHT TO DECK. ALL LOW VOLTAGE CABLE TO BE ROUTED IN CONDUIT IN OPEN CEILING AREAS. ,2 . 13MOUNT AT 60HISHT. 14 MOUNT HIGH TO STRUCTURE. REFER TO MEP1.1 do MEP1.2 FOR UL LISTED FIRESTOPPING DETAILS AT PENETRATIONS OF ALL FIRE RATED ASSEMBLIES. LEGEND (� 'O'X ZONE TEMPERATURE SENSOR (RTU -X) ® AIR FLOW SENSOR 0 (ZONE RTU X) MIDISTAT © BUILDING PRESSURE SENSOR ® CARBON DIOXIDE SENSOR © CURRENT TRANSDUCER O RELATIVE HUMIDITY SENSOR ® BASKETBALL OCCUPANCY EMS SENSOR - IL INDOOR LIGHT SENSOR (ZONE -X) Q OO POWER INTERFACE PANEL ® ENERGY METER 3:U SCREAM LOGIC PANEL ® TOUCH SCREEN CONTROL/OVERRIDE PANEL 0 RETURN WATER TEMPERATURE SENSOR ® OVERRIDE PANEL ® POOL VENTILATION MONITORING PANEL S DOOR SWITCH SENSOR ® LIGHTING CONTROL PANEL IE 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 INSTALLATION 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 TERMINATIONS 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 0 � 0 o FLOOR PLAN - Z0� Proj #: Issue Date: z O CV Sheet No.: EMS -2,90. Drawn By: M WB/KC w LU 0� Q OO V 3:U 0 1' o rq~ S N N L Q Ln L00 w U) M 0 L Q� w z a O" L s M U) U O U O CN b o 0 � 0 o FLOOR PLAN - EM SYSTM Proj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS -2,90. Drawn By: Checked By: WB/KC w 0 a a Z5 ur iu H 0 z 0 Sheet Name: FLOOR PLAN - EM SYSTM Proj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS -2,90. Drawn By: Checked By: WB/KC KC ROOF PLAN - EMS SYSTEM 1/8"=V-0" 2.5 2,1,5 (N) n 3 3.7 (N 4� 4.4 5 n � � 5�.3 (N� 5.7 5.7.8 �5� 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 O2 I I O3I I 11 I I I I I I ! ! I I I I I ! I I I I I I I I ! I EI E 1 �I ! RTU m l I 9 O Q !I® ❑ EF G t- - - - - - - - N- - - - - - _ _ _ - - ----1 - _ --_-__.FN --- - - L_1 _ rj I� (N)I I (N)�leel ® I I I I I I I I � � D s I 1EF � II T RTU n---� 7 1 ! 11 I I I I ! 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I I I I I I I i (N) (4,1;, N; 3�(N) 3.� (N) �,8� (N (N) 4.9J X5,4 (N) (N) 5.6 �,� (N) �,7 (N) NOTES THIS SHEET O1 MOUNT ON ROOF AT LEAST 15' FROM ANY INTAKES OR EXHAUSTS. CONFIRM FINAL LOCATION WITH OWNER AND LANDLORD. 20 MOUNT ON EXTERIOR WALL FACING NORTH AT LEAST 15' ABOVE ADJACENT GRADE. COORDINATE FINAL LOCATION WITH OWNER. O3 MOUNT IN SUPPLY DUCT FROM UNIT. CONTRACTOR PROVIDE ALL CABLING, EQUIPMENT MOUNTING (PER DETAILS), AND RACEWAYS AND ALL TERMINATIONS/CONNECTIONS. EMS MANUFACTURER TO PROVIDE SYSTEM PROGRAMMING ONLY. ALL OTHER WORK BY CONTRACTOR. 2• CONTRACTOR PROVIDE CURRENT TRANSDUCERS AT DISTRIBUTION PANELS FOR ALL CIRCUITS SERVING EXHAUST FANS AND EXTERIOR LIGHTING. ALL CABLING, EQUIPMENT MOUNTING (PER DETAILS), AND RACEWAYS. CONTRACTOR TO MAKE ALL FINAL TERMINATIONS/CONNECTIONS. MANUFACTURER TO PROVIDE SYSTEM PROGRAMMING ONLY. ALL OTHER WORK BY CONTRACTOR. 3• PROVIDE ACCESS DOORS TO ALL SUPPLY AIR DUCT TEMPERATURE SENSORS WHERE DROP CEILINGS ARE NOT PRESENT. .L ND ® DUCT MOUNTED TEMPERATURE SENSOR ® OUTDOOR DAYLIGHT/TEMP. SENSOR ® OUTDOOR HUMIDITY STATION EMS-3,sO R�MOF OTEOPANED ZONE CONTROLER Sheet Name: ROOF PLAN EMS SYSTEM Z ON Issue Date: 170264 z O CCV EMS-3,sO Drawn By:Checked W W M M v n �� V) 0 M bO Q O0 a) O 4-> c u U rg N o 0 +-'« �r -c s « N w u 0 L a M 0 w ^L, W ? O I O « L U M L0 O w O O Q p %D O CV Q (D Q LL. V) Sheet Name: ROOF PLAN EMS SYSTEM Prof #: Issue Date: 170264 09-01-2017 Sheet No.: EMS-3,sO Drawn By:Checked By: W�li �� 0 N O � O 0 CL € o a ILL 78 N C Z O Sheet Name: ROOF PLAN EMS SYSTEM Prof #: Issue Date: 170264 09-01-2017 Sheet No.: EMS-3,sO Drawn By:Checked By: W�li �� EMS SCHEDULE DEVICE SCHEDULE / INSTALLATION RESPONSIBILITIES INSTALL CABLE/WIRE, SYMBOL DEVICE QUANTITY DEVICE LOCATION DEVICE CABLE TYPE PROVIDED BY MOUNTING BOX/RACEWAYS TERMINATE BOTH ENDS NOTES ® AIR FLOW SENSOR 1 PER EXHAUST FAN IN WET AREA AND LOCKERS EF DUCTWORK 18/4 SIEMENS M.C. E.C. M.C. ® BUILDING PRESSURE 8EN80R 1 SENSOR AND 2 PRESSURE PROBES SENSOR IN PVP, PROBES PER SINGLE -LINE 1/4" PNEUMATIC TUBING TO (2) PRESSURE MONITORING LOCATIONS SIEMEN8 M.C. E.C. M.C. 18 Q CARBON DIOXIDE SENSOR crQ CURRENT TRANSDUCER 4 (TYPICAL) 1 EACH FOR EF's, TF's, ER's AND SIGN CIRCUITS (EXCLUDE EF's IN JANITOR CLOSET & TOILETS) BB GYM, SPIN, AEROBICS, MAIN SPACE AT BREAKER PANELS SERVING EQUIPMENT BOTTOM OF MAIN SUPPLY AIR DUCT DROP 18/4 18/2 SIEMENS SIEMENS M.C. E.C. E.C. E.C. M.C. E.C. 1 18/2 'SIEMENS M.C. E.C. M.C. 2 Q DUCT TEMPERATURE SENSOR 1 PER HVAC UNIT 12 FOR RACQUETBALL) ELECTRICAL CLOSET AS REQUIRED PER DESIGN ISEE DCP WIRING DETAIL) SIEMENS E.C. E.C. E.C./M.C. 8 ® DIMMING CONTROL PANEL 1 (OPTIONAL) ® DOOR SWITCH SENSOR 1 PER DOOR BETWEEN WET AND DRY AREAS SEE MECHANICAL DRAWINGS 18/2 SIEMENS E.C. E.C. E.C. JUICE BAR DRY STORAGE ZONE, INSIDE PVP FOR POOL 18/10 FOR DRY STORAGE / (2) 18/2,12) 24/1P FOR PVP SIEMENS M.C. E.C. M.C. 4 ® DIGITAL ZONE CONTROLLER 2 HVAC CONTROLS SECTION 18/10 LOCAL TO CONTROLS SECTION SIEMENS M.C. E.C. M.C. 4 S ROOFTOP DIGITAL ZONE CONTROLLER 1 PER ALL OTHER CONTROLLED HVAC 0 ENERGY METER 1 PER MDP MAIN 3-PHASE SUPPLY NEAR UTILITY METER 24/1P COMM. CABLE (THIS CABLE WALL BE SUPPLIED WITH THE EM) SIEMENS E.C. E.C. E.C. e ® FAN SPEED CONTROL PANEL 1 PER SITE ITYPICAL), BUT FCP TYPE DEPENDS ON THE SPEED CNTL SIGNAL REQUIRED FOR THE FANS BEING INSTALLED ELECTRICAL CLOSET 24/1P CABLE FOR COMMUNICATION, 18/2 CABLE FOR 0-10 VDC SPEED CONTROL WARE TYPE DEPENDS ON FAN TYPE BEING INSTALLED. SIEMENS E.C. E.C. E.C./M.C. 8,14 Q HUMIDITY SENSOR IRTU MFG. SUPPLIED) SEE MECHANICAL SCHEDULE SEE MECHANICAL DWGS. SEE MFG. INSTRUCTIONS M.C. M.C. E.C. M.C. 7 Q INDOOR LIGHT / SKYLIGHT SENSOR PER LIGHTING DESIGN RECEPTION, POOL AND ANY OTHER ZONE CALLED FOR IN LIGHTING DESIGN 18/4 SIEMENS E.C. E.C. E.C. 3 NEAR BREAKER PANELS FEEDING LIGHTING CIRCUITS 18/10 + 18/4 SIEMENS E.C. E.C. E.C./M.C. 8,12 0 LIGHTING CONTROL PANEL 1 OR MORE (SEE LCP SCHEDULE FOR DETAILS) ® OUTSIDE HUMIDITY STATION 1 NORTH WALL (OUTSIDE THE BUILDING) 18/4 SIEMENS M.C. E.C. M.C. REFER TO EMS SINGLE LINE SHEET 4 FOR DETAILS 18/2 SIEMENS E.C. E.C. E.C. OCCUPANCY SENSOR 1 PER RACQUETBALL COURT BASKETBALL COURT REFER TO: SHEET 4 OF -0 "OSB -1 BASKETBALL OCCUPANCY SENSOR" DETAIL SIEMEN8 E.C. E.C. E.C. ® BASKETBALL OCCUPANCY SENSOR 2 PER BASKETBALL COURT ROOF 18/4 SIEMENS E.C. E.C. E.C. Q OUTSIDE SENSING DEVICE 1 AEROBICS, SPIN 18/4 + 18/2 (2 -BUTTON) SIEMENS E.C. E.C. E.C. Q LIGHTING OVERRIDE PANEL (2) 2 -BUTTON (TYPICAL) UNDER SLP IN ELECTRICAL CLOSET (3) 18/2, (1) GND SIEMEN8 E.C. E.C. E.C./M.C. 8,9,10 0 POWER INTERFACE PANEL 1 POOL EQUIPMENT ROOM (2) 24/1P - BETWEEN TWO CLOSEST DZC-RT* SIEMENS E.C. E.C. E.C./M.C. 18 POOL VENTILATION MONITORING PANEL 1 MAIN SPACE, POOL, SPIN, AEROBICS 18/4 SIEMENS M.C. E.C. M.C. 0 RELATIVE HUMIDITY SENSOR 4 1 IN EACH ZONE, SEE MECHANICAL DRAWING FOR LOCATIONS 18/2 SIEMENS M.C. E.C. M.C. Qs ZONE TEMPERATURE SENSOR 1 PER HVAC UNIT (EXCEPT FOR RQTBALL, JUICE BAR STORAGE) ELECTRICAL CLOSET VARIES PER CONNECTED DEVICE SIEMENS E.C. E.C. E.C./IIA.C. 11 0 SCREAM LOGIC PANEL 1 Q TOUCH SCREEN PANEL 1 RECEPTION DESK CAT -5 SIEMENS E.C. E.C. E.C. 15 POOL EQUIPMENT ROOM 18/2 POOL/SIEMENS POOL/M.C. E.C. M.C. 17 ® WATER RETURN TEMP SENSOR 1 NOTES: 1. ONE CT ONLY (INCLUDING 3-PHASE EQUIP.) FOR EACH MONITORED EXHAUST FAN, TRANSFER FAN, ENERGY RECOVERY UNIT AND SIGNS' CIRCUITS. EF's DEDICATED FOR TOILETS AND JANITOR CLOSETS WILL BE EXCLUDED. 2. ONE IN EACH HVAC SUPPLY DUCT. EXCEPTIONS: RQTBALL REQUIRES ONE EACH IN SUPPLY/RETURN DUCTS, AND JUICE BAR GETS STRAP -ON SUPPLY SENSOF 3. ONE EACH NEAR RECEPTION AREA AND IN POOL AREA. REFER TO EMS3 "IL-1" DETAIL FOR ADDITIONAL INFORMATION. 4. ONE DZC FOR EACH HVAC UNIT. SEE DZC CABLING SINGLE -LINE FOR DEVICE TYPE REQUIRED (STANDARD VERSUS ROOFTOP VERSION). 5. NOTE REMOVED 8. MOUNT EM CT'S ON 3-PHASE BUSS BAR$ AT MDP AFTER UTILITY METER AND BEFORE TRANSFORMERS AND BRANCH CIRCUITS. 7. WHEN NON -EMS HUMIDITY CONTROLLERS/SENSORS ARE SUPPLIED BY MFG. , MOUNT DEVICE NEAR EMS ROOM TEMPERATURE SENSOR. S. M.C. SHALL INSTALL COMMUNICATION CABLE IN RACEWAYS PROVIDED BY E.C. AND TERMINATE BOTH ENDS. - SPEED CONTROL WIRING AND TERMINATIONS BY 9. E.C. SHALL PROVIDE AND INSTALL A DEDICATED 120V, 20A CIRCUIT TO POWER THE PIP. LABEL BREAKER EMS -2. 10. LOW VOLTAGE CABLES BETWEEN PIP AND SLP SHALL BE INSTALLED BY THE M.C. AND THE GROUND CONNECTION BY THE E.C. 11. WITH THE EXCEPTION OF THE OSD, CT'S, AND ENERGY METER THE M.C. $HALL TERMINATE ALL LV CABLES IN THE SLP. 12. E.C. SHALL PROVIDE AND INSTALL A DEDICATED 120V, 20A CIRCUIT TO POWER THE LCP(S). LABEL BREAKER EMS -1. 13. LINE VOLTAGE THERMOSTATS SHALL BE FURNISHED BY M.C. AND INSTALLED BY E.C. 14. E.C. SHALL PROVIDE AND INSTALL A DEDICATED 120V, 20A CIRCUIT TO POWER THE FCP. LABEL BREAKER EMS -3. 15. REQUIRES 4"x4" ACCESS HOLE AND ACCESSIBLE POWER OUTLET BEHIND WHERE THE TOUCH SCREEN PANEL IS TO BE MOUNTED. 18. E.C. SHALL PROVIDE AND INSTALL A DEDICATED 120V, 20A CIRCUIT TO POWER THE PVP. LABEL BREAKER EMS -4. 17. POOL CONTRACTOR SHALL PROVIDE AND INSTALL THE THERMOWELL (SUPPLIER: KELE, PART£ WEL-S), AND SIEMENS SHALL PROVIDE THE SENSOR. 18. ALONG WITH THE BPS AND SENSOR PROBES, SIEMENS WALL PROVIDE A 250' BOX OF PLENUM RATED 1/4" PNEUMATIC TUBING. GENERAL EMS CONSTRUCTION NOTES: 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE INSTALLATION LABOR AND MATERIALS TO INSTALL THE LOW VOLTAGE PORTION OF THE CUSTOMER EMS SYSTEM ACCORDING THE EMS SCHEDULES AND THE FOLLOWING: 1. INSTALL EMS DEVICES AT LOCATIONS SHOWN ON THE MECHANICAL DRAWINGS AND MOUNT ACCORDING TO THE EMS DETAILS. 11. PROVIDE AND INSTALL THE LOW VOLTAGE CABLING FROM THE EMS DEVICES TO THE RTU'S, SLID, PVP AND LCP PANELS. Ill. TERMINATE THE LOW VOLTAGE CABLING AT BOTH ENDS. IV. CLEARLY IDENTIFY (LABEL) THE CABLES AT BOTH ENDS. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE INSTALLATION LABOR AND MATERIALS TO INSTALL THE LINE VOLTAGE PORTION OF THE CUSTOMER EMS SYSTEM ACCORDING THE EMS SCHEDULES AND THE FOLLOWING: 1. PROVIDE AND INSTALL ELECTRICAL BOXES WITH 3/4" EMT STUB -UPS TO ABOVE CEILING GRID FOR WALL MOUNTED EMS AND CONTROL DEVICES. 11. MOUNT EMS PANELS AND PIPE TOGETHER ACCORDING TO THE EMS DRAWINGS. Ill. INSTALL THE ENERGY METER AT THE MAIN DISTRIBUTION PANEL. INSTALL AND TERMINATE COMMUNICATIONS CABLE. IV. PROVIDE AND INSTALL AN 8' SECTION OF 1/2" RIGID FOR ROOF MOUNTED OSD. INSTALL AND TERMINATE 08D AND CABLE. V. INSTALL 11) EACH CT ON MONITORED EXHAUST FAN AND SIGN CIRCUITS. INSTALL AND TERMINATE LV CABLE. VI. PROVIDE AND INSTALL (1) EACH 120V, 20A CIRCUIT TO POWER THE DCP, LCP, PIP, FCP AND PVP PANELS. LABEL LCP BREAKER "EMS -10, LABEL PIP BREAKER "EMS -20, LABEL FCP BREAKER "EMS -3" AND LABEL PVP BREAKER "EMS -4". 3. NOTES ABOVE DO NOT ALLEVIATE CONTRACTORS OF OVERALL RESPONSIBILITIES OF PROVIDING A COMPLETE AND OPERATIONAL SYSTEM. CABLE SCHEDULE SYSTM DETAU Prof #: CABLE SIZE TYPE MFG./MODEL 18/2 18AWG/2-CONDUCTOR SHIELDED, STRANDED, PLENUM BELDEN/8300FE NON -PAIRED U 0 COMTRAN/3844 U TAPPAN/1880AB2M-CMP 18/4 18AWG/4-CONDUCTOR SHIELDED, STRANDED, PLENUM BELDEN/8302FE NON -PAIRED o LAKE CABLE/P184CS TAPPAN/1880AB4M-CMP 18/10 18AWG/10-CONDUCTOR UNSHIELDED, STRANDED, PLENUM BELDEN/8308UE NON -PAIRED LAKE CABLE/P1810C-WIN TAPPAN/1880AB10-CMP 24/1P 24AWG/1-TWISTED PAIR SHIELDED, STRANDED, PLENUM, TWISTED PAIR BELDEN/82841 PAIRED LAKE CABLE/PF242CS € TAPPAN/2489ATIM-CMP CAT 5 24AGW/4-UTP UNSHIELDED, SOLID CONDUCTOR TWISTED PAIR BELDEN 1583A CAT 5 OR SIMILAR o INSTALLATION SUMMARY 1. LOW VOLTAGE CABLE I. THE M.C. SHALL FURNISH THE LOW VOLTAGE CABLE FOR THE EMS SYSTEM. THE CABLE SHALL BE AS SPECIFIED IN THE CABLE SCHEDULE. 2. EQUIPMENT DELIVERY 1. SIEMENS SHALL PROVIDE THE EMS EQUIPMENT IN 1 SHIPMENT. THIS SHIPMENT WALL CONTAIN ALL PARTS SUPPLIED BY SIEMENS AS SPECIFIED IN THE "INSTALLATION RESPONSIBILITIES" SECTION OF THIS DOCUMENT. 3. SCHEDULING DELIVERY 1. INITIAL CONTACT SHOULD BE MADE TO PROJECT MANAGER EARLY IN THE CONSTRUCTION 80 THE GC BINDER CAN BE SENT OUT AND A LINE OF COMMUNICATION CAN BE INITIATE[ CONTACT INFORMATION AS FOLLOWS: (PLEASE SPECIFY JOB LOCATION IN ALL COMM.) 1 -FAX: 1512) 308-9445 2 -PHONE: 1512) 308-9400 11. IT SHALL BE UP TO THE G.C. TO CALL FOR EMS EQUIPMENT DELIVERIES. SHIPMENT WILL OCCUR WITHIN 5 DAYS OF RECEIVING A VALID REQUEST. AND WILL ARRIVE VIA FEDEX. A VALID REQUEST SHALL CONSIST OF THE FOLLOWING INFORMATION: 1 -FROM GC BINDER: FAX £1 COMPLETELY FILLED OUT AND DELIVERED VIA FAX OR E-MAIL. 4. EMS COMMISSIONING 1. IT SHALL BE UP TO THE G.C. TO CALL FOR EMS COMMISSIONING AT LEAST 2 WEEKS TO CLUB OPENING AND BEFORE THE INSTALLING CONTRACTOR HAS LEFT THE PROJECT. a. SIEMENS WILL COMMISSION THE EMS SYSTEM UPON RECEIVING A VALID REQUEST AND AFTER THE FOLLOWING CONDITIONS HAVE BEEN MET: 1 -ALL EMS DEVICES AND PANELS HAVE BEEN INSTALLED AND WIRED. 2 -ALL LINE VOLTAGE WIRING HAS BEEN COMPLETED. 3 -ALL HVAC EQUIPMENT AND LIGHTING FIXTURES INSTALLED AND POWERED UP. &PICTURES HAVE BEEN TAKEN OF TERMINATED PANELS AND METER INSTALLED. 11. FAILURE TO MEET THESE CONDITIONS COULD RESULT IN DELAY OF CLUB OPENING. THIS REVISION APPLIES TO CLUBS WHERE EMS PANELS HAVE NOT BEEN MOUNTED AND EMS WIRE HAS NOT BEEN PULLED NON -EMS CONTROLS GENERAL NON -EMS CONTROLS NOTES: 1. LOCAL THERMOSTATS 1. LOCAL THERMOSTAT CONTROL (LINE OR LOW VOLTAGE) OF CABINET UNIT HEATER (CUH), ELECTRIC UNIT HEATERS (EUH), GAS UNIT HEATERS (UH), OR OTHER SPOT HEATING AND/OR VENTILATION EQUIPMENT INCLUDING THERMOSTATICALLY CONTROLLED EXHAUST FANS, SHALL BE FURNISHED AND INSTALLED UNDER THE PROVISION OF THE MECHANICAL AND ELECTRICAL BID DOCUMENTS. THESE ARE NON -EMS ITEMS AND SHALL NOT BE CONSTRUED AS PART OF THE EMS SYSTEM. 2. COMBUSTION AIR VENTILATION AND OTHER POOL EQUIPMENT 1. CONTROLS FOR COMBUSTION AIR VENTILATION AND ANY OTHER EQUIPMENT NOT SPECIFICALLY MENTIONED IN THE EMS SCHEDULES SHALL BE FURNISHED AND INSTALLED ACCORDING TO THE MECHANICAL AND ELECTRICAL BID DOCUMENTS. 3. EXHAUST FAN, TRANSFER FAN AND OTHER "HARD -WIRED" INTERLOCKS (SEE INTERLOCK EXAMPLES BELOW) 1. INTERLOCKING 18 NOT PART OF THE EMS SYSTEM. DO NOT USE THE EMS SYSTEM TO INTERLOCK EQUIPMENT. 11. WHEN HARD -WIRED INTERLOCKING IS SPECIFIED IN THE MECHANICAL AND/OR ELECTRICAL SCHEDULES, THE INTERLOCKS SHALL BE FURNISHED AND INSTALLED BY THE TRADES AS SPECIFIED. 111. WHERE EXHAUST FAN AND RTU INTERLOCKS ARE CALLED OUT WITHOUT INTERCONNECTION DETAILS, EXAMPLES HAVE BEEN PROVIDED BELOW. 4. LIFE SAFETY AND FIRE ALARM SYSTEMS 1. LIFE SAFETY AND FIRE ALARM SYSTEMS ARE NOT PART OF THE EMS SYSTEM AND SHALL BE FURNISHED AND INSTALLED AS SPECIFIED IN THE MECHANICAL AND ELECTRICAL BID DOCUMENTS. 11. MECHANICAL EQUIPMENT SHUTDOWN SHALL BE WIRED AS TO NOT AFFECT THE EMS SYSTEM. 5. MANUFACTURER SUPPLIED HUMIDITY CONTROLLERS 1. POOL HVAC s. THE POOL HVAC MAY COME EQUIPPED WITH A MANUFACTURER SUPPLIED HUMIDITY SENSOR. THIS SENSOR SHALL BE INSTALLED IN ADDITION TO THE EMS SYSTEM AND ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. II. DEHUMIDIFYING ROOFTOP UNITS a. SOME ROOFTOP UNITS MAY COME EQUIPPED WITH A DEHUMIDIFICATION CYCLE AND SPACE HUMIDITY SENSOR. THIS SENSOR SHALL BE INSTALLED IN ADDITION TO THE EMS SYSTEM AND ACCORDING TO THE MANUFACTURER' INSTRUCTION. 01 LL 0 rl W W LU `�4CAM a: G N N.4fA L l ca 10610,1521r- $110 SNOISIA3a Z 0 cri U W Ix Z F- H Cl) LLZ 0 a� J W Z cl) Co Co W J D M Q C, W W Z 0 ift C6 46 00 O O W F- V / W c� cn O Q � (D CV Ckl-1 CD cJ) I. I W C`,�4 Q � U N W W M 4i � C CV O CV M r LA U a -J s L O L U N z 0 N W ZO M N K 0 w z w LQ %o z pe)O CN ai o kv rn N rl > 60 Q 0O 3 U � o � MQs W L M LL LL J O O��Wz aWHwaVO cnZa �-tr m H J w O z 0 L z NW W W 0, 0Uj OHS O DAISY CHAIN— TO FORLEACH FAN GROUP PROVIDE DEDICATED 120V 20A CKT LABEL EMS -3 IL OS OTHER THAN POOL AND RECEPT 18/4 IEA SENSOR) 24/1P COMM LINK REFER TO DRAWING "EMS DETAILS" SHEET 3 m OSD DETAILS OSD-1 ROOF -LINE IEA SENSORI COMM LINK (PROVVED BY OTHERS) FCP I I DCp (OPTIONAL) EMS PANELS/SENSORS CABLING W.0AL. SF SUPPLED BY RTU MFG.) TYPICAL OF: SPIN BASKETBALL MAB) SPACE l� D RETURN SUPPLY AIR DUCT AIR DUCT 18/2 F119/4 8 IOR OPTIONAL DCPI 24/'P COMM LM FCP DZC AND COMM LINK TYPICAL OF: RACQUETBALL -� RETURN SUPPLY AIR DUCT AIR DUCT EPC -1-D EMERGENCY POWER DIMMING CONTROL SLP DAISY CHAIN o o a a TO BALLASTS FOR EACH DIMMING ZONE (3)18/2 111GND PROVIDE DEDICATED PIP 120V 20A CKT. LABEL CKT EMS -2 TYPICAL OF: JUICE BAR STORAGE SIN 24/1P COMM LBK (EA SENSOR) (1) 18/14 (111118/4 (1) 18/10 (118/4 IL POOL AREA 0 1P XPNMI PROVIDE DEDICATED 120V 20A CKT TYPICAL OF LCP-2 LABEL EMS -1a AND ANY ADDITIONAL OO LCP PANEL TO CUSTOMER DATCH PANEL PROVIDE DEDICATED 120V 20A CKT LABEL EMS -1x EMU rH AFS 3 POOL AREA POOL -LOCKERS WET -DRY AREAS 1 PER EF 1 PER DOOR BETWEI EXHAUST X18/4 AIR DUCT 18/2 IEA CT) 18/2 IEA CT) T CT ,T CT CT 0 - jqT (- EXHAUST —�— CTEXTERIOR FAN CT's CT� SIGN CT's CT ,�wqT C$ }-18/4 IEA SENSOR) (EA SENSOR) EM—COMM LINK 24/1P L1 L2 LS EM LOCATE EM AT BLDG. MAINS (MDP) PANEL BPS 1 IN DRY AREA 1 IN WET II O II II O 1/4" PNEUMATIC r1/40 PNEUMATIC TUBING TUBING (PLENUM RATED) IPL.ENUM RATED) PVP Y-18/2 (INSTALL IN FLEX CONDUIT TO NEAREST WALL AND STUBS UP) WRT IN PROVIDE DEDICATED 120V 20A CKT LABEL EMS -4 KEYED NOTES =_ o I� O1 SOME INSTALLATIONS MAY REQUIRE MORE THAN (2) LCP PANELS, REFER TO ELECT. DRAWINGS FOR QUANTITIES. 2 -BUTTON OSB OS TSP rH OV 2 PER BASKETBALL 1 PER RACQUETBALL RECEPTION DESK MAIN SPACE, SPIN RM, AEROBICS COURT COURT SPIN AND AEROBICS EMS CIRCUIT LCP-2 (EMS -1b) 10 CONTROL WIRING AS SPECIFIED BY MFG. OF DIMMING BALLASTS. TYPICAL OF EACH CONTROL GROUP. ETC. 11 ONLY REQUIRED FOR SITES WITH MANUAL DIMMING CONTROL IN AEROBICS AND SPINNING STUDIOS. 1� HA -2 O IN SITES WITH MORE THAN ONE LCP IN THE SAME ROOM, SHARING EMS CKT. IS ACCEPTABLE. 12 REFER TO: SHEET -4 OF 5 "OSB -2 BASKETBALL OCCUPANCY SENSOR" DETAIL. HA -3 s N L Q Ln LINE CIRCUITS TO POWER OUTLET LU Lo I FROM BREAKER H10-8PANELS I I s HB-9 L w NEAR RECEPTION N � HC-7 r12 NM DESK 18/2 CATS 18/4 111 18/4 ,U^ V / IEA SENSORI COMM LINK (PROVVED BY OTHERS) FCP I I DCp (OPTIONAL) EMS PANELS/SENSORS CABLING W.0AL. SF SUPPLED BY RTU MFG.) TYPICAL OF: SPIN BASKETBALL MAB) SPACE l� D RETURN SUPPLY AIR DUCT AIR DUCT 18/2 F119/4 8 IOR OPTIONAL DCPI 24/'P COMM LM FCP DZC AND COMM LINK TYPICAL OF: RACQUETBALL -� RETURN SUPPLY AIR DUCT AIR DUCT EPC -1-D EMERGENCY POWER DIMMING CONTROL SLP DAISY CHAIN o o a a TO BALLASTS FOR EACH DIMMING ZONE (3)18/2 111GND PROVIDE DEDICATED PIP 120V 20A CKT. LABEL CKT EMS -2 TYPICAL OF: JUICE BAR STORAGE SIN 24/1P COMM LBK (EA SENSOR) (1) 18/14 (111118/4 (1) 18/10 (118/4 IL POOL AREA 0 1P XPNMI PROVIDE DEDICATED 120V 20A CKT TYPICAL OF LCP-2 LABEL EMS -1a AND ANY ADDITIONAL OO LCP PANEL TO CUSTOMER DATCH PANEL PROVIDE DEDICATED 120V 20A CKT LABEL EMS -1x EMU rH AFS 3 POOL AREA POOL -LOCKERS WET -DRY AREAS 1 PER EF 1 PER DOOR BETWEI EXHAUST X18/4 AIR DUCT 18/2 IEA CT) 18/2 IEA CT) T CT ,T CT CT 0 - jqT (- EXHAUST —�— CTEXTERIOR FAN CT's CT� SIGN CT's CT ,�wqT C$ }-18/4 IEA SENSOR) (EA SENSOR) EM—COMM LINK 24/1P L1 L2 LS EM LOCATE EM AT BLDG. MAINS (MDP) PANEL BPS 1 IN DRY AREA 1 IN WET II O II II O 1/4" PNEUMATIC r1/40 PNEUMATIC TUBING TUBING (PLENUM RATED) IPL.ENUM RATED) PVP Y-18/2 (INSTALL IN FLEX CONDUIT TO NEAREST WALL AND STUBS UP) WRT IN PROVIDE DEDICATED 120V 20A CKT LABEL EMS -4 KEYED NOTES =_ o I� O1 SOME INSTALLATIONS MAY REQUIRE MORE THAN (2) LCP PANELS, REFER TO ELECT. DRAWINGS FOR QUANTITIES. O IN SITES WITH MORE THAN ONE LCP IN THE SAME ROOM, SHARING EMS CKT. 18 ACCEPTABLE. OCT'S SHOWN FOR REFERENCE ONLY REFER TO ELECTRICAL DRAWINGS FOR EXHAUST FAN AND SIGN CIRCUIT QUANTITIES. O7 MOUNT AT 75" AFF TO TOP OF PANEL OCT's NOT REQUIRED FOR EXHAUST FANS SERVING JANITOR CLOSET AND TOILETS. O$ SKYLIGHT SENSOR OR INDOOR LIGHT SENSORS AS SPECIFIED ON ELECTRICAL DRAWINGS. O4 LABEL 120V CIRCUIT FEEDING LCP PANELS AS SHOWN: O REFER TO ELECTRICAL DRAWINGS FOR NUMBER AND CONFIGURATION OF DIMMING BALLASTS CONTROL GROUPS. EMS CIRCUIT LCP-1 (EMS -1a) V) � EMS CIRCUIT LCP-2 (EMS -1b) 10 CONTROL WIRING AS SPECIFIED BY MFG. OF DIMMING BALLASTS. TYPICAL OF EACH CONTROL GROUP. ETC. 11 ONLY REQUIRED FOR SITES WITH MANUAL DIMMING CONTROL IN AEROBICS AND SPINNING STUDIOS. O PREFERRED LOCATION 10' ABOVE GRADE ON NORTH FACING WALL. CONTACT SIEMENS FOR INSTRUCTIONS IF NOT AVAILABLE. HA -2 O IN SITES WITH MORE THAN ONE LCP IN THE SAME ROOM, SHARING EMS CKT. IS ACCEPTABLE. 12 REFER TO: SHEET -4 OF 5 "OSB -2 BASKETBALL OCCUPANCY SENSOR" DETAIL. HA -3 24/11P COMM LMK 7 TYPICAL OF:HE OTR NON -POOL RTU /2 D RETURN SUPPLY AIR DUCT AIR DUCT 18/2 O H18 (F SUPPLED BY RTU MFG.) 24AP COMM LBK KEYED NOTES OADDITIONAL CONTROLS MAY BE REQUIRED FOR THE POOL UNIT. REFER TO MANUFACTURER'S INSTRUCTIONS. O2 TYPICAL OF RTU WITH DEHUMIDIFICATION CYCLE. REFER TO MECHANICAL SCHEDULE FOR RT OPTIONS. INSTALL HUMIDITY SENSOR(S) PER MANUFACTURER'S INSTRUCTIONS. ODAISY CHAIN COMMUNICATION CABLE TO EACH ADDITIONAL RTU. 4O THE DZC TO MONITOR THE POOL UNIT 18 FACTORY MOUNTED IN THE PVP. O5 PULL COMMUNICATION WIRE FROM CLOSEST TWO RTU's AND MAINTAIN THE DAISY CHAIN. ($O SIEMENS WILL PROVIDE A STRAP -ON SUPPLY SENSOR FOR THIS UNIT. TIE -WRAP SENSOR IN FRONT OF EVAPORATOR COIL AND ROUTE WIRE OUT REAR OF UNIT ALONG WITH T -STAT WIRE, O7 INTERCONNECTIONS BETWEEN INDOOR AND CONDENSER UNITS ARE NOT PART OF THE EMS. REFER TO MANUFACTURER'S DOCUMENTATION FOR DETAILS. O8 CONNECT COMM TO THE "BMS CARD" (PCO5 VERSION) OR "SERIAL CARD" (OTHER VERSIONS) OF THE POOLPAK CONTROLLER. REFER TO POOLPAK CONFIGURATION DOCUMENT IN BINDER FOR CONFIGURATION OF POOLPAK CONTROL INTERFACE. TYPICAL OF: POOL (BEE NOTE 1I CWIT ROLLER 8 1 O I� D RETURN SUPPLY AIR DUCT AIR DUCT 18/2 H 8 IF SUPPLED BY RTU MFG.) (�)601111111111ZLLBK 18/2 GENERAL NOTES LCP DETAIL 1. LIGHTING CONTACTORS AND ZONING RELAYS ARE PROVIDED PRE -MOUNTED ON A BACKPLATE. 2. CONTACTOR COILS ARE PRE -WIRED TO ZONING RELAYS. 3. CONTRACTOR SHALL PROVIDE LIGHTING CIRCUIT WIRING ACCORDING TO LIGHTING SCHEDULE. 4. SOME INSTALLATIONS REQUIRE MULTIPLE LCP'8. CHECK ELECTRICAL DRAWINGS FOR QUANTITIES. THIS REVISION APPLIES TO CLUBS WHERE EMS PANELS HAVE NOT BEEN MOUNTED AN EMS WIRE HAS NOT BEEN PULLED D LCP LIGHTING CONTROL PANEL DETAIL 3 11a sora EXAMPLE OF FACTORY WIRED ZONING RELAYS AND LIGHTING CONTACTORS TO MEM 1— EMP 24V COM EXAMPLE OF FIELD WIRING OF LIGHTING CIRCUITS HB -8 HA -3 01, =_ o I� SEEN Li �I 2 �F� _ C11 Y/l LL O NI W w W N S SNOiSIA3a Z 0 F c D W Xa Z y C 000000 LLZ O QV J W Z W ca Z s_ J CD Zd M W W J 0 Z CJS 000 NEUTRAL (/) 120V Q x GND LIJ z_ Cn ZD Q C CD V— w F— V) m C7 0 m O N WN � � Q � U NL_Lj W Ln M CL) U -)C N O N James F. Turner Engineers, LP J r � � Consulting Engineers 8340 Meadow Road Suite 160 Dallas, TX 75231 tel. 214.750.2900 FL CoA # ;41]21 Job # 63025 DRAWN DESIGN OC APPD HA -2 W O N Z NO 2 /� 11 � o N W 0 y Y/l LL O NI W w W N S SNOiSIA3a Z 0 F c D W Xa Z y C 000000 LLZ O QV J W Z W ca Z s_ J CD Zd M W W J 0 Z CJS 000 NEUTRAL (/) 120V Q x GND LIJ z_ Cn ZD Q C CD V— w F— V) m C7 0 m O N WN � � Q � U NL_Lj W Ln M CL) U -)C N O N James F. Turner Engineers, LP J r � � Consulting Engineers 8340 Meadow Road Suite 160 Dallas, TX 75231 tel. 214.750.2900 FL CoA # ;41]21 Job # 63025 DRAWN DESIGN OC APPD HA -2 W O N Z NO 2 M %0 O N MMM HA -1 N W 0 y V) � ) ljp� HA-1 3U, HA -2 HA -3 s N L Q Ln LINE CIRCUITS LU Lo I FROM BREAKER H10-8PANELS I I s HB-9 L w N � HC-7 Y/l LL O NI W w W N S SNOiSIA3a Z 0 F c D W Xa Z y C 000000 LLZ O QV J W Z W ca Z s_ J CD Zd M W W J 0 Z CJS 000 NEUTRAL (/) 120V Q x GND LIJ z_ Cn ZD Q C CD V— w F— V) m C7 0 m O N WN � � Q � U NL_Lj W Ln M CL) U -)C N O N James F. Turner Engineers, LP J r � � Consulting Engineers 8340 Meadow Road Suite 160 Dallas, TX 75231 tel. 214.750.2900 FL CoA # ;41]21 Job # 63025 DRAWN DESIGN OC APPD U_ J J oO ��W -<j WaVOz m H S W O Z O c Wz �w~=a0aR0 N = W� = � W W OQWZZLw) OWIY Q'Wf2'OW=W�.O U aWWW O x o3v 0X:- �X: 0WM 0000 � 49 N 0 0 .`s n Q) € 0 k k z 0 Sheet Name: ENERGY MANAGE ENT SYSTEM MALS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS -591 Drawn By: Checked By: WB/KC KC W O N Z 2 M %0 O N MMM N W 0 y V) � ) ljp� 3U, s N L Q Ln LU Lo M s L w N � NM OM Lu ,U^ V / ? M p V Q O O O N �O o¢ U_ Ln U_ J J oO ��W -<j WaVOz m H S W O Z O c Wz �w~=a0aR0 N = W� = � W W OQWZZLw) OWIY Q'Wf2'OW=W�.O U aWWW O x o3v 0X:- �X: 0WM 0000 � 49 N 0 0 .`s n Q) € 0 k k z 0 Sheet Name: ENERGY MANAGE ENT SYSTEM MALS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS -591 Drawn By: Checked By: WB/KC KC '�`"� EXAMPLE LV CABLE INSTALLATION INSTRUCTIONS THIS REVISION APPLIES TO CLUBS WHERE 1. HOME RUNS EMS PANELS HAVE NOT BEEN MOUNTED AN[)Pte` '� `OTDOVME 1. LOW VOLTAGES CABLES SHALL BE PULLED FROM DEVICE TO CONTROL PANEL WITHOUT SPLICING. + + + 2. COMMUNICATIONS CABLING EMS WIRE HAS NOT BEEN PULLED + + + 1. IN THE CASE OF MULTIPLE DEVICES WITH INTERCONNECTING COMMUNICATIONS CABLING, THE CABLE C� DRAIN Mol@ AND SN�NL AP>tiY ELECTRICAL SEGMENTS SHALL BE PULLED FROM DEVICE TO DEVICE WITHOUT SPLICING. - TAPE TO MUM FROM OROUML O V GR01@D SINEN.D AT CONTROL PANG N OILY. IEIyIANCALLY SPLICE 81e.D DONN TIRE GUOI@ONO LUGS OR TIFAK S PROVRIN W TOOSTIER AT MX%V DIATE . CABLE SHIELD GROUNDING ?-BUTTON OV PANEL DEAN ARD VIOLATE FROM GROIUD. I. EACH CABLE RUN SHALL BE GROUNDED AT ONE END ONLY. GROUND SHIELD DRAIN WIRE AT TYPICAL OF: ROOMS S i SPIN O IREAR VIEW) CONTROL PANEL END. FASTEN DRAIN WIRE TO EARTH GROUND SCREWS/TERMINAL8 PROVIDED. THE SHIELD AND DRAIN WARE SHALL BE REMOVED FROM THE OPPOSITE (DEVICE) END AND ISOLATED FROM GROUND. G GENERAL LOW VOLTAGE CABLE INSTALLATION INSTRUCTIONS 1 ■o Iowa 2 1 11. IN THE CASE OF MULTIPLE DEVICES WITH INTERCONNECTING COMMUNICATIONS CABLING, THE SHIELD DRAIN WIRES AT THE INTERMEDIATE DEVICES SHALL BE MECHANICALLY SPLICED TOGETHER AND ISOLATED FROM GROUND. SEE MULTIPLE SEGMENT EXAMPLE BELOW. 4. TESTING SHIELD GROUNDS I. DURING COMMISSIONING THE FIELD SERVICE REPRESENTATIVE (FSR) WALL TEST THE SHIELDMOMTrJC DETAIL GROUNDING AT THE CONTROL PANEL. SHIELDS FOUND TO HAVE CONTINUITY LESS THEN 100K OHM TERMBIALS E LOP -1 ITVPYCAU TO GROUND SHALL BE REJECTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING SHIELD GROUND FAULTS. SW COMMON 1 SIDE DME SDE TWO SDE THREE O AER1 ON DM W --Ib 8 C rH 5. PROTECTION OF EMS WIRING FROM MECHANICAL INJURY 8 OFF DM DOWN 1a AER2 OFF DIM 1• .... 1. CONDUCTORS THAT PASS THROUGH WALLS, FLOORS, TIMBERS OR PARTITIONS WHERE A POTENTIAL RISK OF MECHANICAL GENERAL NOTES: 8 G INJURY 18 PRESENT, SHALL BE INSTALLED IN METALLIC CONDUITS OR A SIMILAR TYPE OF RACEWAY. L REFER TO FLOOR PLANS FOR BONBON* LOCATION AND ORNBNTATION. Li Li 2. THE CONTRACTOR SHALL GUARANTEE THAT, RACEWAYS INTENDED TO PROVIDE PATHS AND MECHANICAL PROTECTION FOR LOW VOLTAGE WIRING, COULD BE RE -USED IN THE FUTURE WITHOUT BREAKING OR DAMAGING THE BUILDING'S STRUCTURE OV OVERRIDE BUTTONS DETAIL 1 sown DRILL 141 .26 h 6,3M HOLES 18018 ANCHOR (; T RELATIVE HUMIDITY SENSOR �(( 14 PROVIDED) �_ FNIBIED FLOOR ZONE TEMP SENSOR $ TYPICAL OF COLUMN MOUNTED SENSORS AND SENSORS MOUNTED N HIGH CEL M AREAS CURRENT TRANSDUCER .NHVDC O 18/2 CABLE TERMIINAL$ N SLP Mlt OG10 LOAD CARRYING CONDUCTOR CT (e ■o oo�u FAN 18/4 CA rH rH SENSOR WIRING DETAIL 1 ■o � NST SHIPIPPEED PART 00000000 -0 CO2 24 RTN O_ CO2 24 VAC 0— 0O2- 0-- CO2 # 0— MICRO 1/0 BOARD CO2 RTN 0 DOWN 0 1 �p UP 2 1 2 4 � M 8 IN= 18 � SZ EDM 8W2 ] MODE awl ME= c I: i 0 S 4§ § I I S S 1;00000y 2 qy 000000 TO NE {� TO DT8 � O TO ZTS R 6 ZC DZC-RT WIRING DETAIL RT TERMINAL$ N CO2 SENSOR pN +1 .1911 V –IYW 18/2 CABLE \7- --TO DZC-RT OR SPECIFIED TERMINAL$ IN PVP A8 NOIARED. S ZONE TEMPERATURE SENSOR WIRING DETAIL 1 m Goma DUCT TEMP. SENSOR (REAR VIEW) FOR ZONES WMERE CO2 SENSOR SPECIFIED O \O OR 18/2 CABLE--//\"7•--TO DZC-RT OR SPECIFIED TEMMALB N PVP A8 REQUIRED. D DZC TO DUCT TEMPERATURE SENSOR 1 ■o som TEUI■IAL BLOCK AT RTU JUICE BAR UNIT (CONVENTIONAL THERMOSTAT INTERFACE) A N F r (OPEN VIEW) pZC NO 488 COMMUNICATION CABLES. USE SHELDED 24/2 CABLE KEYED NOTES NEB SHIELD ISOLATE O7 FROM GROUND OF LAST DZC, CIT WELD AND AF LAST DZC, CIT MU AID DUAN NE AND TAPE BACK. DZC DZC TO JUICE BAR HVAC WIRING DETAIL GYM SENSOR GUARD MOUNTING DETAIL M INDOOR SENSORS MOUNTING DETAILS 1 •o .oKa RETURN WATN TO BORER URN W FROM POOR AT NEAREST WALL 12 MMERSION SENSOR STABILE ITEEL Ts1RMOWELL ii PROVIDED WITH FLEX FITTED 10 v4r r11A N yr NIST summs EisI aw WATER RETURN TEMP SENSOR DEVICE WIRING AND s C s C FINISHED FLOOR FIMN8NED FLOOR TYPICAL OF SENSORS N BASKETBALL COURT TYPICAL OF SENSORS N LOW CELING AREAS EXAMPLE: KO's CLUB 1s AF8 SIEMENS O Dam 14 FA �gY ❑ MINE GRN O 18/4 CABLE TERMINALS N PVP PAL NOME: am/*&RING ❑ YEL TB -1 1Om/6 ❑ WHT 2 --am :] 18m/8 [IT RED N: 24VAC OUT ' I8 EF FLOW x �u U2M 0 BILK s vN!Hx1 oND O AFS AIR FLOW SENSOR 1 ■o . BPS NSEIE PVP PANEL) BPs O O 0 O O O PRESSURE PORTS POLARITY MUST BE OBSERVED. HIGHLOW PNEUMATIC TUBBIG v4' PNEINMATIC TUBNo PRESSURE PROM LOCATED N WET/POOL AREA Ki—p-C BUILDING PRESSURE SENSOR 1 :a mama PRESSURE PROBE LOCATED N DRY/CARDIO AREA BPS KEYED NOTES �I SYSTEM MALS O Issue Date: O1 OVERRIDE S TTOIIS MARK DUAL F1IICTION ION AID OFFI UEOI/E TERMEIA= OF MAIEB ON MMM (1, 1. AID OL O CIT NBD AID DUAN MARE AND TAPE AROUND. 11 POOL CONTRACTOR TO PROVDE/NBTALL THERMOVR3L OMA PART! WEL-sl, CONFORMING TO ALL APPLICA■LE LOCAL AM NATIONAL CODES. 14 CONFIRM CORRECT JUMFER8 BETTED IAO SHOWN N TINS DIIAWINO) PRIOR TO POWER UP. REFER TO MANUFACTURER O USING SEALANT RLL® CONNECTOR DOLPIM ON ONLAID 01 110111 NUT, CONNECT MELDS, COMMON MANES AID .RSUER TOGETIER ON O CONNECT THE SNBD ORAN MANE FOR NOBS AND COMMUNICATION CAMs MUM TODIER TUSNq A SEALANT FLLEE CONNECTOR 12 ROUTE WINE T1M00011 NT FLEX TO A PO INSTALLATION BgTRUCTIONS AND SEMENS E8TALLATION BIDER FOR ADDITIONAL DETAILS. mMIND TERMINAL U 00L OR SBILARI AND TEIEWTE TO GROUND AT THE SLP. � D ON NEAREST WALL AND PROVIDE A STWO. THEN ROUTE 1111111119 IF= AIR X OOILY TERMINATE GROW WIE PROM MAN SPACE IN SEN. FOR ALL OTHERS, TAPE BACK O REFER TO %AW1 PSD MANNINGDRAWING FOR ADNTIONAL DETALL 13 TO THE POOL VENTILATION PANS OWL THE INSTALLER H REBPONMU FOR PROVIDING THE FOLLOWING DOCUMENTATION IL Z 4 TEIBEIATE COI■ION AID 111110D DUAN WINE ON MONISMDEMOIIATED FOR SHIMO O NOTE IEMOVMD. a� TO THE 81111111111118 SERVICE DEPARTMENT: t1 RELATION BETWEEN GENERIC POINTS AND MECHANICAL EOUIPMENT AIR FLOW SENSOR NF1 J .= • g. a EFxx GENERAL POOL EXHAUST. W S NEPER TO SLP 01 PVP FBA WNwo FOR DNNCUpi OF TENON&$ AID ADDITIONAL DETAIL 1O APPLY A COAT OF TNERMAL-COM PUNO TO TIE TEMPERATURE PROBE PR10R TO INSERTION N TNEN NO WELL FOR @EBT 1.2 THE AREA ION DBEN810N81 OF THE SECTION OF DUCT WHOM THE AIR FLOW SENSORS HAS SOON I ISTALLED. TWIMIAL CONDUCTIVITY MEMN!!11 DEVICES, LS PICTURE OF ALL DEVICES INSTALLED DURING THIS PROJECT. ii 4C �I SYSTEM MALS O Issue Date: C 09-01-2017 chl EMS-5*2 W W Checked By: LUx KC Z 0 N O U � D $2 WL C4 X 1210lRp 94 C6 Z � � u) W IL Z O a� J .= W Ac f ii 4C r r Cly CD J_ W a W 0 r�) 000 Ln k W F— Z LLJ O 1= m C.� m Ln o � Q N cr_ CO C/7 LLJ N Q � N L� m m LCA c N O CNJ C3� � James F. Turner Engineers, LP Consulting Engineers 6340 Meadow Road Suite 160 Dallas, TX 75231 /010r tel. 214.750.2900 Fl. CoA # 31721 Job # 63025 DRAWN DESIGN I OC APPD Z 0 04 M \p O kV M M C ,a jlv\j d Q 0O 3U `t ori L w Lo M o J F o W Z ¢Wwa0O 'LU MF MPTWOZ W C—D Wm z r_U H m lx O— a a o U = CN W a Q = ��vWicn¢8o'Z� �W'm�w0ow W_x0 0000�� ti E MOY MMAGBABff SYSTEM MALS Proj #: Issue Date: 170264 09-01-2017 SNOiSiA3a EMS-5*2 Drawn By: Checked By: WB/KC KC Z 0 O U CD m X W X N Z � � u) W IL Z O a� J .= W Z f ui r r Cly CD J_ W a W 0 r�) 000 Ln k W F— Z LLJ O 1= m C.� m Ln o � Q N cr_ CO C/7 LLJ N Q � N L� m m LCA c N O CNJ C3� � James F. Turner Engineers, LP Consulting Engineers 6340 Meadow Road Suite 160 Dallas, TX 75231 /010r tel. 214.750.2900 Fl. CoA # 31721 Job # 63025 DRAWN DESIGN I OC APPD Z 0 04 M \p O kV M M C ,a jlv\j d Q 0O 3U `t ori L w Lo M o J F o W Z ¢Wwa0O 'LU MF MPTWOZ W C—D Wm z r_U H m lx O— a a o U = CN W a Q = ��vWicn¢8o'Z� �W'm�w0ow W_x0 0000�� ti E MOY MMAGBABff SYSTEM MALS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS-5*2 Drawn By: Checked By: WB/KC KC 0 N .= ui 0 0 0 o. a U ami � d z 0 Sheet Name: E MOY MMAGBABff SYSTEM MALS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS-5*2 Drawn By: Checked By: WB/KC KC TOE DRAY DP SWITCH SETTINGS MUCK) Swe S M ON LOW 1 2 awe a LAF eEr= awe STANDARD j X t O1■RU1E6 OPTION 1 Wr . WALK THu t x OPTION 2 none© �1f iiia Z OPTIONa OPTION 4 t x t I� OPTION5 t t t z NNIUM Wr t OPTION O t t OPTION 4 U IuUTEO OPTION 7 t t t t TOE DRAY Swe 4 Swe S Swe A LAF BETTNB O eEVINART SET Wr awe MAXJ MART SET X t O1■RU1E6 t . ON 1.OFF Wr . WALK THu t x 10 I�Rm Wr none© �1f iiia Z a 10MNIIM j� t Ly OPTION z NNIUM Wr t I I OPTION 4 U IuUTEO t X t OPTION a t w 00 OPIION e a0 01110 8 WT t t t �T�' m LAF DISAEI.E ®IAEE t x PINI BEINI TMTY as a LAF IEMM LOWawe 1 awe MAXJ MART SET X t x t . ON 1.OFF Wr . WALK THu OCCUPANCY ao oalu awe LAF WALK TNROIUGII 4 SETTM ENABLEt x DNiABLE PR SIBINIMTY DP SNATCH SETTINGS IRED) INIRI LOWawe awe awe LAF X STAMM E���nnum ardwe" valor• MW pftk 4 WATTSTOPPER OPTION 1 t IOPTION none© �1f iiia Z a t j� Ci) Ly OPTION I i 0 OPTION 4 -U nun= X « OPTION a t w 00 OPIION e W t M Z �T�' t t awe LAF WALK TNROIUGII 4 SETTM ENABLEt x DNiABLE PR SIBINIMTY a5 a LAF OETTM INIRI s a , , nun= pM " Wrared PW oio/wr �MNar X t-0 � • OFF E���nnum ardwe" valor• MW pftk 4 WATTSTOPPER W1 ooaw'" 60 M n.awrw broak�t none© �1f iiia Z FM - F Ci) Ly LL Z Nun= 0 -U nun= ;~ s « N awe LAF WALK TNROIUGII 4 SETTM ENABLEt x DNiABLE PR SIBINIMTY a5 a LAF OETTM INIRI s WATTtTOPPEIt YAxMM pM " Wrared PW oio/wr �MNar X t-0 � • OFF AIL BASKETBALL OCCUPANCY SENSOR WIRING DETAILS ao so= 18/4 TERMMALB N SLP MIA OUTSIDE ao so= OUTSIDE L 8EN$OR OUTSIDE SENSOR DEVICE ION ROOF) �T M D PI LK-1110V/2"V I■IIMN LI•NTNA CIRcurre OUTSIDE AIR PR LENS WATTSTOPPER Dr -WO QUANTITY MANUFACTURER PART NUMBER DESCRIPTION s WATTtTOPPEIt ox -00 pM " Wrared PW oio/wr �MNar 1 WATT•TOMR ez-60 ardwe" valor• MW pftk 4 WATTSTOPPER W1 ooaw'" 60 M n.awrw broak�t T 18/4 TERMINALS N SLP OR DCP 2VOC OUT I 0O1 IL IL SENSOR WIRING DETAIL ■o SOME S REVISION APPLIES TO CLUBS WHERE 5 PANELS HAVE NOT BEEN MOUNTED AN 5 WIRES HAVE NOT BEEN PULLED GENERAL NOTES (OS) t MOUNT SENSOR ON THE COURT'S CEILNG CENTERED ABOVE THE RECEIVING LINE (APPROXIMATELY 1S' FROM THE DOOR(. KEYED NOTES (OS) O1 THE ULTRASONIC TRIP POT SETTING N CRITICAL FULLY CCW ROTATION OF TRWOT WILL PLACE THE SENSOR N OVERRIDE. PROPER SETTING FOR THE THIMOT IS 80 DEGREES CW FROM THE OVERRIDE POSITION. VERIFY/ADJUST TRBNAOT TO THE SO DEGREE POSITION OEACH MOOR 18 RUN TO SLP WITH INDEPENDENT 18/2 HOMERLIK CONTACT SEMENS RCS FOR FELD TERMINATIONS INDOOR LINT SENSOR/ WALL MOUNT HAIRY BOX O 001 REQUIRES 4. OCTAGONAL BOX MOUNTED WITH SCREW HOLES N LOWER LEFT AND UPPER RIGHT CORNERS f TERPMMA M IN AID 0 v S DOOR SWITCH SENSOR KEYED NOTES (DSW) OONE $WITCH REOUIRED FOR EACH DOOR SEPARATNG WET FROM DRY ARE REFER TO MANUFACTURERS INSTRUCTIONS FOR FURTHER DETAILS. OCAP RED WIRE MOUNTING NOTES: MOUNT SENSOR VERTICALLY, WITH THE DOMED PORTION FACING UP. LOCATE SENSOR AS CLOSE TO THE ATRIUM WINDOWS IGLASS) AS POSSIBLE AND AS FAR AS POSSIBLE FROM THE WALLS INO LESS THAN 1201 KEYED NOTES HIL) O1 REFER TO SLP OR DCP WIRING DIAGRAM FOR DESCRIPTION OF TERMINALS AND ADDITIONAL DETAII OCUT SHIELD DRAM WIRE AND TAPE AROUND. OSENSOR MUST BE INSTALLED N A LOCATION WHERE IT PROVIDES ADEQUATE CONTROL OF LI FIXTURES N THE DAY LIT AREA. OFOR BKVLJQHT WIMM 80 INDOOR LIGHT SENSOR WIRINQ 01 LL U 0 W W CO) m IralOsTsIvIs 4 g W SNOISIAM N 2a y W W 0 Z z O N Z Prof it. 0 M M \0 OC -4 Sheet No.: lec 1� V � KC 08D N qpm W I y Z FM - F Ci) Ly LL Z 3 �� 0 -U ;~ s « N w 00 W LL. M Z 0 N 2a y W W 0 KEYED NOTES (OSD) OREFER TO SLA FELD WIRING FOR DESCRIPTION OF TERMINAL.8 AND ADDITIONAL DETAIL OCUT SHIELD AND DRAIN WIRE AND TAPE AROUND. MOUNT HAIRY BOX HORIZONTALLY. 18/4 TERMINALS N BLP INPUT O — 24VDC OUT INPUT 2 — COMMMOH— SHIELD KEYED NOTES 1O CUT SHIELD AND DRAIN WARE AND TAPE AROUND. OHS OUTSIDE HUMIDITY STATION WIRING DETAIL � ao .Oka OUTSIDE HUMIDITY STATION LOCATED ON NORTH FACING WALL IAVOD ARTIFICIAL LIGHT) ao ao�a Pi' IKWAF-10 James F. Turner Engineers, LP 40 1 Jr T 834Consulting Engineers 0 Meadow Road Suite 160 Dallas, TX 75231 tel. 214.750.2900 FL CoA N 31721 Job N 6 DRAWN DESIGN OC APPD ORGY M"GEMEVT z O N Z Prof it. Issue Date: M M \0 OC -4 Sheet No.: EMS-503 Drawn By: Checked By: WB/KC KC 08D N qpm OHS OH8 Q 0O co - u U 3 �� KEYED NOTES (OSD) OREFER TO SLA FELD WIRING FOR DESCRIPTION OF TERMINAL.8 AND ADDITIONAL DETAIL OCUT SHIELD AND DRAIN WIRE AND TAPE AROUND. MOUNT HAIRY BOX HORIZONTALLY. 18/4 TERMINALS N BLP INPUT O — 24VDC OUT INPUT 2 — COMMMOH— SHIELD KEYED NOTES 1O CUT SHIELD AND DRAIN WARE AND TAPE AROUND. OHS OUTSIDE HUMIDITY STATION WIRING DETAIL � ao .Oka OUTSIDE HUMIDITY STATION LOCATED ON NORTH FACING WALL IAVOD ARTIFICIAL LIGHT) ao ao�a Pi' IKWAF-10 James F. Turner Engineers, LP 40 1 Jr T 834Consulting Engineers 0 Meadow Road Suite 160 Dallas, TX 75231 tel. 214.750.2900 FL CoA N 31721 Job N 6 DRAWN DESIGN OC APPD O� W �z ww~WVO Woc °cn=z0azOLoz N F- O F W W W =wN= Ura= z =�W_zwowg W awC'nZ �=�W LU W LUv U = =U—' z m O ~ U > I— Cn 0W LL 00 ti 0 N 0 CDo 0 ORGY M"GEMEVT z O N Z Prof it. Issue Date: z M \0 OC -4 Sheet No.: EMS-503 Drawn By: Checked By: WB/KC KC O N qpm zd Q 0O - u U 3 �� -U ;~ s « N w 00 M 0 L LU -c o" 1= L s U M v LOM U O o O N o O O� W �z ww~WVO Woc °cn=z0azOLoz N F- O F W W W =wN= Ura= z =�W_zwowg W awC'nZ �=�W LU W LUv U = =U—' z m O ~ U > I— Cn 0W LL 00 ti 0 N 0 CDo 0 ORGY M"GEMEVT SYSTEM DUALS Prof it. Issue Date: 170264 09-01-2017 Sheet No.: EMS-503 Drawn By: Checked By: WB/KC KC 0 .Q -c 1= � CL N z 0 Sheet Name: ORGY M"GEMEVT SYSTEM DUALS Prof it. Issue Date: 170264 09-01-2017 Sheet No.: EMS-503 Drawn By: Checked By: WB/KC KC FOR SITES WITH CEILING FANS REQUIRING 0-120VAC SPEED CONTROL FAN CONTROL PANEL T82 LINE IN FAN SPEED NEUTRAL N CONTROLLER 21- I= OUT NEUTRAL 89o8B F AIJAJ�l 10101010l�1: COM CABLE PLENUM RATED FAN CONTROL PANEL O CLOSEST ROOFTOP DZC SLP OR DCP TACE) - WIRING O 1-120VAC FROM SNEAKER PANEL -120VAC ICKT EM41 FROM BREAKER PANEL O KEYED NOTES (FCP) (DALL FAN'S LOAD CIRCUITS ICIRCUIT BETWEEN THE FCP AND THE LOADS) SHALL COMPLY WITH THE FOLLOWING DESIGN REQUIREMENTS: W NO MORE THAN 10 FANS PER CIRCUIT b) A SEPARATE NEUTRAL PER CIRCUIT 01 NEUTRAL ISOLATED FROM GROUND OFEW FROM BREAKER PANEL ODEDICATED POWER CIRCUIT 120VAC ILABELED EMS -3) EXAMPLES FOR 3-PHASE EQUIPMENT INTERLOCKING RTU 8UPPLY FAN STARTER ,1L'% ILS CONTACTOR OVERLOAD MODULE PARALLEL COILS ;HAUST FAN STARTER ILI, JL2 ILa FANRTER SUPPLY ` IL, IL JL3 CONTACTOR CONTACTOR OVERLOAD MODULE OMODULVERLOAD IA\ TOUCH SCREEN PANEL MOUNTING / FIELD LOAD SIDE COIL EXHAUST FAN LOCK STARTER .AY ILI IL2 IL3 CONTACTOR DEAD MODUL FOR SITES WITH CEILING FANS REQUIRING 0-10VDC SPEED CONTROL 1�1 BWr,t7m O EM CO) O O z W O EMS -504 Drawn By: W W B/KC N z CONNECT TO NEUTRAL OR QROM) 02 rU) fo n O Ln 7W_f�m~=20 > Q o0 m0 +, 04 u \ N V Oi 0 0 of ®4o B 0 07 ®70 O 0 AU 04 two ®40 v O E w 00L O O • O• LINE ?B LOAD O M 1111111 a>o FAN CONTROL PANEL ILOW VOLT RTU SUPPLY FAN STARTER 1L1 JL2 JL3 CONTACTOR OVERLOAD MODULE CURRENT SWITCH - WIRING 2 COM24AP CAM PLENUM RATED TO CLOSEST ROOFTOP DZC FROM SLP OR DCP 0 120VAC (CKT EMS -31 FROM BREAKER PANEL KEYED NOTES (FCP LOW VOLTAGE) (DI20VAC IICi0 SERVICE 18 120 VAC AT 2OAn*& PANEL POWER REQUIREMENT: OMAX LOAD PER GROUP a 10 FANS. 0-10VDC SPEED CONTROL 81GNALL,� IDA18Y CHAIN TO EACH FAN WI IN A GROUP). CONTACTOR DEAD MODUL CONTACTOR OVERLOAD MODULE AUXILIARY CONTACT RTU SUPPLY FAN STARTER ILII �3 F:P�-POWER ETHERNET CABLE TO POWER-- TO SCREAM OUTLET BOARD N SLP O O I! 1� 1 O O CONTACTOR DEAD MODUL TSP KEYED NOTES (TSP) O DRILL 12) .125" DIAMETER HOLES FOR MOUNTING THE TOUCHSCREEN. O DRILL (1) .825" )MIN.) DIAMETER HOLE FOR ROUTING POWER AND ETHERNET CONNECTIONS FROM BEHIND THE MOUNTING SURFACE IC C4 4 L 4t I'm mrIr— 52S2 SNOISIA3H Z 0 gig r Cn W Z F - LL Z 0 QV 0 J m W Z H J 2a y W � W A 0000 Cn X F Z Cn ZD Q O CDW CJS m C� C) M Ln O N O:f CD W N Q U N r- w LO M L.n C N O N M 0— ��James F. Turner Engineers, LP J ir T 834Consulting Engineers 0 Meadow Road Suits 160 Dallas, TX 75231 tel. 214.750.2900 FL CoA # 31721 Job # 53025 DRAWN DESIGN I ac APPD EM CO) Pmj #: Z z W Sheet No.: EMS -504 Drawn By: W W B/KC N z CONNECT TO NEUTRAL OR QROM) Lu 0 rU) fo n O Ln > Q o0 H +, V u \ N V v � v O i ?A v CTI E w 00L mm � J I C`1 • O• LINE ?B LOAD CT2 O TERMINAL BLOCK 18 � LOCATED IN SLP CT S 3 T R8485+ MILK RS485. SHIELD GENERAL NOTE (EM) � t SELECTION OF MATERIALS i INSTALLATION SHALL BE N ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. » 2. REFER TO DOCUMENT 'SIEMENS ENERGY METER INSTALLATION' FOR ADDITIONAL I FORMATKIN. LEGEND (EM) EM- 8EMHENB ENERGY METER MDP- MAN DISTRIBUTION PANEL PP- POWER INTERFACE PANEL Lu SLP- SITE CONTROLS SCREAM LOGIC PANEL SINGLE LINE DETAIL KEYED NOTES (EM) Lu o OFOR ALL EXCEPT THE LAST METER (WHEN INSTALLING 2+ METERS) 0 V Op O TE SHEUM TOGETHER USING DOLPHIN CRIMP. CN U FOR THE LAST METER OR ONLY ONE METER - SHIELD AND DRAIN WINE TO O SE TAPED BACK TO PREVENT ACCIDENTAL GROUNDING. 18/2 (80OV) SLP O ADDRESS FOR EACH ADDITIONAL METER SHALL SE NCREASED BY ONE. OR EXAMPLE: lot METER ■ ADDRESS 32 DECIMAL OR 20 HEX 24 1P (PLENUM) 2nd METER ■ ADDRESS 33 DECIMAL OR 21 HEX SEMENS METER 18 ADDRESSED IN HEX. OOBSERVE THE ORIENTATION OF THE CT (ARROW MUST FACE LOAD SIDE). oaao ®NOTE REMOVED. r O PROVIDE TRANSITION FROM 800V TO PLENUM RATED CABLE WHEN: MDP d ELECTRICAL CONDUIT 18 NOT REQUIRED FROM MDP TO SLP (APPLICABLE TO 24VDC AND R94S8 CONDUCTORS IN A FREE AIR RUN). b) THE LENGTH OF THE ELECTRICAL CONDUIT FROM MDP TO SLP EXCEEDS 18/2 (80OV) LENGTH OF THE PROVIDED CABLE. (R8 485) IAPPLICASLE ONLY TO CABLE CARRYING COMM. SIGNAL R84851 © REFER TO ELECTRICAL CODE FOR SELECTION OF ENCLOSURE AND LOCATION EMOF THE ENERGY METER. © 5 O DO NOT MOUNT ENERGY METER WITHIN r OF CURRENT CARRYING CONDUCTORS. ® NEUTRAL CONNECTION REQUIRED. CABLE SCHEDULE CABLE DESCRIPTION REFERENCE 18 2 SOO 18 AWA 2 C BELDEN 2752 A 24 1P PLENUM 24 AWG 1-TVASTED PAIR, HIELDE BELDEN 82841 19/2 (PILENUM11 IS AWG 2 CONDUCTO11% SINUM STRANDED, PLENUIM RATED I BELDEN 6300 FE EM SIEMENS ENERGY METER W/ ROPE CT THREE PHASE CONNECTION WIRING DIAGRAM 1 •o soma 0 N m•m o.w 4O CP u° m� o� rmuv m� oNo mp& o■p m•� aw � � O0 2 Ll OOPTIONAL m+m 0070 °� } 040VDC DIMMING SIGNAL � °MO (DAISY CHAIN TO EACH BALLAST ° m� � & WITHIN A DIMMING GROUP) INDOOR/SKYLIGHT O 0 SENSOR m� « L& Sao ONaO (DIG zvo0 mo& y ILA 0�0 O 0 ' 7 0"0 OPTIONAL -L OCCUPANCY SENSOR 0"0 OR OTHER DRY CONTACT INPUT • �0 U94=6 one m Oil M4� COMMUNICATION- 3000 �0 NMRRAL NOT ANCOMING SERVICED DAISY CHAIN now I0�0 IN/OUT a&row 110 Oil 0 ®®GND1 KEYED NOTES (DCP) O1 INCOMING SERVICE IS 120VAC AT 20Ampe PANEL POWER REQUIREMENT: 120VAC AT 1Amp. O2 MAX LOAD PER DIMMING GROUP . 8OmA. O3 EACH SHIELD. 12VDC & GND GROUND TERMINAL CAN BE SHARED BY 2 LIGHT SENSORS. O4 12 CIRCUIT PANEL AVAILABLE WHEN REQUIRED. q�ONLY APPLICABLE TO SITES WITH DIMMING CONTROL IN AEROBICS AND SPIN STUDIOS: DIMMING CONT PANEL IN L COIL 18/4 CTRL CABLE FROM LCP-1 PANEL AND LABEL IT AS REQUIRED FOR FUTURE 1 OOwu TERMINATION BY EMS COMMISSIONER. IC C4 4 L 4t I'm mrIr— 52S2 SNOISIA3H Z 0 gig r Cn W Z F - LL Z 0 QV 0 J m W Z H J 2a y W � W A 0000 Cn X F Z Cn ZD Q O CDW CJS m C� C) M Ln O N O:f CD W N Q U N r- w LO M L.n C N O N M 0— ��James F. Turner Engineers, LP J ir T 834Consulting Engineers 0 Meadow Road Suits 160 Dallas, TX 75231 tel. 214.750.2900 FL CoA # 31721 Job # 53025 DRAWN DESIGN I ac APPD �� w J O uiUQ W Z m� =WOz0Lnz I�UF-M W 0- rW Sao(LIt0 W W _ W? Z W O W F0 �w'UpwVCO � aw�Z����v C)W 2 Q Lu >=MOtz- N 0 LU WO H E BIGY MANAGBA3 T SYSTEM M7ALS Pmj #: Issue Date: z aj O N Sheet No.: EMS -504 Drawn By: Checked By: W B/KC KC Lu 0 rU) fo n Ln > Q o0 +, u 0 v U w 00L I C`1 0 M O L � o OU » s Lu M Ln Lu o � 0 V Op O CN U O �� w J O uiUQ W Z m� =WOz0Lnz I�UF-M W 0- rW Sao(LIt0 W W _ W? Z W O W F0 �w'UpwVCO � aw�Z����v C)W 2 Q Lu >=MOtz- N 0 LU WO H Sheet Name: E BIGY MANAGBA3 T SYSTEM M7ALS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS -504 Drawn By: Checked By: W B/KC KC 0 Q m � o 0 a r a€i a u° y 0 Z o Sheet Name: E BIGY MANAGBA3 T SYSTEM M7ALS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: EMS -504 Drawn By: Checked By: W B/KC KC REF SHELL DRAWINGS FOR EXTERIOR---' GAS PIPING, THIS CONTRACT SCOPE IS FINAL CONNEC11ON TO WATER/POOL/SPA HEATERS PLUMBING LEGEND DRAINAGE CALCULA11ONS WATER SERVICE CALCULATIONS • • • HWR HOT WATER RECIRC RXTUm 00M FIXTtffi FDOUM LINTS FIXMM FI aUffi GOLD HOT cow 42 DIESION TION UMTS TOTAL TMAL 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 i1;, ..;hl'T 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 1-1/2 96 82 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. UR -1 IRRIGATION FLOW IN GPM 0 CARRIER: STEEL UPRIGHTS WITH SUPPORT PLATES, BEARING STUDS AND BLOCK FEET FOR ANCHORING TO FLOOR CONSTRUCTION AT HEIGHT TOTAL GPM REQUIRED 100 a. STATIC PRESSURE AFTER PRV-1 80 psi b. STATIC HEAD LOSS .434 /FT X 20 FT HGT. 8.68 psi URINAL ADA 2 C. WATER METER PRESSURE DROP 2" METER SIZE 7.8 psi LV -1 LAVATORY d. BACKFLOW PREVENTER 3" WATTS 4.5 psi LAVATORY. INTEGRAL WITH COUNTER TOP; SUBMIT SHOP DRAWINGS OF LAVATORY. FAUCET: SLOAN ETF-610-4-P-BDT (LOW LEAD), 4" e. PRESSURE REQUIRED AT FIXTURE 30 psi CENTER -SET TRIM (DO NOT INSTALL TRIM PLATE), PLUG-IN TRANSFORMER, BELOW DECK THERMOSTATIC MIXING VALVE, NO SUBSTITUTIONS. PRESSURE AVAILABLE FOR SUPPUES: PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPUES WITH LOOSE KEY STOPS, REDUCERS AND ESCUTCHEONS. DRAIN: STAINLESS FRICTION LOSS, a - b - c - d - e a 29.02 psi 360 FT TOTAL EQUIVALENT PIPE LENGTH LENGTH X 1.25 450 ft MAXIMUM FRICTION LOSS OUT AND 17 GAUGE WASTE TO WALL WITH ESCUTCHEON. INSULATED AND OFFSET TO MEET ADA COMPUANCE. PROVIDE OFFSET P -TRAP, REFER TO 6.45 psi PRESS. AVAIL. X 100'/EQUIV. LENGTH ARCHITECTURAL MILLWORK DETAILS FOR INSTALLATION & CLEARANES. SERVICE SIZE FROM METER TO BUILDING 3" LAVATORY, WALL HUNG. FIXTURE: WALL HUNG, 20 X 18 INCHES, WHITE VITREOUS CHINA LAVATORY, FLAT SLAB, INTEGRAL BACK, BACK AND SIDE REF SHELL DRAWINGS FOR EXTERIOR---' GAS PIPING, THIS CONTRACT SCOPE IS FINAL CONNEC11ON TO WATER/POOL/SPA HEATERS PLUMBING LEGEND DRAINAGE CALCULA11ONS • • HW HOT WATER • • • HWR HOT WATER RECIRC RXTUm 00M RXTIM DBBCRPTION FDOUM LINTS 1 WM. 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 TOTAL FIXTURE UNITS i1;, ..;hl'T 174.50 REF SHELL DRAWINGS FOR EXTERIOR---' GAS PIPING, THIS CONTRACT SCOPE IS FINAL CONNEC11ON 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 ao DCO DOUBLE (GRADE) CLEANOUT = WCO WALL CLEANOUT BALL VALVE iv 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: CEIUNG HEIGHTS AND AVAILABLE SPACE ABOVE CEIUNG IS UMITED. CONTRACTOR SHALL PROVIDE COORDINATED SHOP DRAWINGS. CONTRACTORS SHALL COORDINATE ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND PLUMBING LAYOUTS PRIOR TO BEGINNING OF CONSTRUCTION. ALL INDICATED CEIUNG HEIGHTS TO BE MAINTAINED. .5/1 02. SPRINKLER PIPING TO YIELD TO DUCTWORK IN RESTRICTIVE AREAS. SPRINKLER PIPING „N 1 SHALL BE ROUTED THROUGH JOISTS. 1„ TI 8 03. PROVIDE ANTI -SIPHON AT ALL HOSE BIBS AND MOP SINK HOSE CONNECTIONS. 6O MRH 04. ABS OR PVC PIPE ALLOWED TO REPLACE CAST OR DUCTILE IRON AT CONTRACTOR'S - ' i\(: _N 1 DISCRETION IF INSTALLED PER LOCAL CODE. RTO 10 ROOFTOP AC UNIT 05. FLOOR DRAIN COVERS ARE TO CHANGE TO PVC DURING CONSTRUCTION AND BACK TO WATER CLOSET BRASS AFTER FINAL CLEANING. 06. ALL FIXTURE TO BE PROVIDED AS LEAD-FREE/LOW-LEAD OPTION AS APPUCABLE. GAS LOAD CHART ITEM DESCRIPTION LOAD INPUT EQUIPMENT CONNECTION SIZE RT(, 1 W '.;NIT 108 WH 3/4" RII,J ROOFTOP AC UNIT 2 1 RTU -3 /,J" _N1 360 MRH S/4" TT,; 4 ROOFTOP AC UNIT ":'I 3/'1" PER FLUSH, 14 INCH BOWL HEIGHT. SLOAN ST -2009-A. SEAT: WHITE, HEAVY DUTY COMMERCIAL GRADE, OPEN FRONT, SELF-SUSTAINING CHECK JNIT 560 MBH RTU -6 ROOFTOP AC UNIT '`, Iti4'' .5/1 H I LI „N 1 180 MESH 1„ TI 8 ROOFTOP AC IJNIT 6O MRH F,TU 9 - ' i\(: _N 1 180 MBH RTO 10 ROOFTOP AC UNIT WC -2 WATER CLOSET RTU -11 "? 180 M131H N'IU ROOFTOP AC UNIT ADA NIU i1;, ..;hl'T .500 MBH J/4" WH -1 WATER HEATER (2) 199 MBH (EACH) 1-1/4" POOL HEATER (2) 199 MBH (EACH) 1 -1/4 - 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 UNE. COORDINATE NEW AT 5 PSI DEUVERY PRESSURE. MEDIUM PRESSURE GAS SERVICE WITH FLORIDA PUBUC UTILITIES. THERMOMETER 120' HOT WA r - - 2N I BY-PASS VALVE MX -2 (CLOSED) BY-PASS LOOP to 2" 1_40' HOT WATER STATS --- 2" BALANACE VALVE #1 OPEN 1 REF NOTE 1 BELOW BALANCE VALJ3/4- 7E�l 2 ( 2") 1 Cp_1 pG PRESSURE GAUGES, TYPICAL. (C }- - 120' HOT WATER 3" INLET OUTLET HEADER CVAL �- - - RETURNS REF - -2" 1-1/2" (TYP.) SEE NOTE HEADER �. COLD WATER IPRESSI '�_ N VACUUM RELIEF VALVE 1 " _fREUEFCVALVE P PE TEMPERATURE OVER FLOOR 1 LOOP THERMAL 6" ABOVE TOP OF TANK T I DRAIN. � RFF N(1 NOTE: ALL 1-1/2' CONNEC11ONS TO 3" INLET AND OUTLET HEADERS SHALL BE THE SAME LENGTH u I NOTE: INSULATE FIRST 8' OF BOTH WATER UNES PER SPECIFICATIONS. rl� GAS -FIRE WATER HEATER- 1400 SYSTEM SCALE: NONE GAS COCK FINISHED FLOOR DIRT LEG, MIN. 6" TEST PLUG HOSE BIBB DRAIN G --j GAS 4" OUTSIDE AIR INTAKE PER 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 FIXTUREW Issue Date: V CW HW MANUFACTURER/SPECIFICATIONS/REMARKS WC -1 WATER CLOSET 4 2 1 FIXTURE: FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, ELONGATED BOWL, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, 1.6 GALLONS o _ v o O PER FLUSH, 14 INCH BOWL HEIGHT. SLOAN ST -2009-A. SEAT: WHITE, HEAVY DUTY COMMERCIAL GRADE, OPEN FRONT, SELF-SUSTAINING CHECK O O 0 t¢ 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. a FIXTURE: FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, 1.6 GALLONS PER FLUSH, 17 WC -2 WATER CLOSET 4 2 1 INCH BOWL HEIGHT, ADA ACCESSIBLE. SLOAN ST -2029. SEAT. WHITE, HEAVY DUTY COMMERCIAL GRADE, OPEN FRONT, SELF-SUSTAINING CHECK ADA 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. &! 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� 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 SAME AS WC -2. 2 1-1/2 3/4 `o 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. UR -1 URINAL 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. MANUAL FLUSH VALVE: SLOAN, MODEL 186-1, EXPOSED, CHROME PLATE 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 SAME AS UR -1 EXCEPT MOUNTED 17" ABOVE FINISHED FLOOR TO MEET ADA REQUIREMENTS 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. SUPPUES: PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPUES WITH LOOSE KEY STOPS, REDUCERS AND ESCUTCHEONS. DRAIN: STAINLESS a 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 COMPUANCE. 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 0 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 SUPPUES WITH LOOSE KEY z 0 STOPS, REDUCERS AND ESCUTCHEONS. 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 COMPUANCE. PROVIDE WITH THERMOSTATIC MIXING VALVEMX-1. LV -3 LAVATORY 2 1_1/2 1/2 1/2 SAME AS LV -2 EXCEPT MOUNTED AT CHID) HEIGHT. MINIMUM CAPACITY OF 8 GPH OF 50 DEGREE F WATER AT 80 DEGREE F INLET WATER AND 90 DEGREE F ROOM TEMPERATURE. CONSTRUCTION: DF -1 DRINKING FOUNTAIN (ADA) 2 1-1/2 1/2 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. 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 SH -1 SHOWER 3 INTEGRAL CHECK VALVES. ADA COMPUANT 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 UMIT (ADJUSTABLE). CAST BRASS BODY WITH INTEGRAL CHECK VALVES. CHROME FINISH. SUPPLEMENTAL FITTING: HAND HELD SHOWER FITTING WITH 69 INCH METAL CLAD HOSE, 51 INCH SUDE BAR, 1/2 INCH FEMALE COUPUNG 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 UNE SIZE CHECK VALVES AT HOT AND COLD WATER INLETS. SET AT 110T. (THERMOSTATIC) PROVIDE AT LY --Z & LV -3. MX -2 MIXING VALVE 2 2 LEONARD TM -1520A -LF -DT HIGH/LOW MIXING VALVE SET TO 110'F. 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 FtOM 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. RB 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. 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 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, 0 ZURN. LAMB'S TONGUE STYLE DOWNSPOUT NOZZLE. BRASS WITH STAINLESS STEEL MESH LINER, VANDAL PROOF LOCK NUT, AND PIPE CLAMP. BN 1 DOWNSPOUT NOZZLE MANUFACTURER: SMITH MODEL 1770 OR SIMILAR BY ZURN OR WADE. NOZZLE SHALL BE OF THE SAME SIZE AS THE DRAIN SERVED. ADVANCE TABCO STAINLESS STEEL MOP SINK MODEL 9 -OP -40 (16"x20"x12"HIGH); WITH SPECIAL ORDER STAINLESS STEEL 36"HIGH BACKSPLASH MS -1 MOP SINK 2 2 3/43/4 (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 COUPUNG 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 RESIUENT 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. WATTS 009 -M2 -QT. AIR GAP FITTING. STAINLESS STEEL. CP -1 CIRCULATION PUMP 1 INUNE 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. AMTROL ST -30V -C OR SIMILAR BY BELL & GOSSETT. DIAPHRAGM TYPE, WELDED STEEL SHELL CONSTRUCTION WITH HEAVY DUTY BUM ET -1 EXPANSION TANK 3/4 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 FOR AIR AND WATER. WH -1 WATER HEATER NATURAL GAS 2 2 A.O. SMITH DSE-100-60. ELECTRIC, 100 GALLON STORAGE, 60 KW., 246 GALLON 0 100-F RISE, 480V 30, T&P VALVE. NO EXCEPTIONS. WH -2 WATER HEATER ELECTRIC 1/2 1/2 INSTANT WATER HEATER EEMAX SP3208 3kW 208V 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. SFl-1 SIGHT FLOW INDICATOR 1/2 MIDWEST SFl-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. z S2 W 0 U) Ir 0 W w oN Z m %0 O N 7 M M 0 0 a, 5t) 4� o C~ LQ Lnw 00 M « PLUMBING SCHEDULES Proj #: Issue Date: 170264 09-01-2017 D � Drawn By: M F U � N m L o _ v o O N O O 0 t¢ F_ 0 N r o Cl PLUMBING SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�100 Drawn By: Checked By: WB/KC KC N m 0 a &! a� CL `o LL a 0 z 0 Sheet Name: PLUMBING SCHEDULES Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�100 Drawn By: Checked By: WB/KC KC PIPE PENETRATION FOR EXPOSED ARE, CHROME PIPE COLLAR NOT USED SCALE: NONE RE: ARCHITECT 1/4- PER FOOT TO \� 1TiT1T1 ------ - V a v J I � , CONCRETE FLOOR SLAB z I SOIL SUBGRADE - -- 4" SCHEDULE 40 PVC DRAIN 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) M AFIRE PENETRATION DETAIL, P1.1 SCALE: NONE NOTE: REFERENCE POOL DRAWINGS. RE: ARCHITECT SLOPE 1/4' PER FOOT TO DRAIN SPA BACKWASH LINE 2" POOL BACKWASH LINE 2" DISCHARGE FROM �L o^ �z 4" AIRGAP SUPPORT CLAMP FROM WALL (MIN. 2 CLAMPS) 10" BACK"" l n�n� 7T LT TI: ITL[ FLT -LT L7 CT V o 10' e TRENCH DRAIN PER POOL DRAWINGS 4'(MIN. 10" BACK TRENCH DRAIN DETAIL. SCALE: NONE r_q NOT USED P1.1 SCALE: NONE NOT USED SCALE: NONE NOT USED. SCALE: NONE r $ NOT USED P1.1 SCALE: NONE PIPE FROM SYSTEM - SEE PLANS FOR CONTINUATION r BALL VALVE STRAINER 4-1/2- DIAL PRESSURE GAUGE BLOWDOWN VALVE WITH PIPE CAP 1/2" BALL VALVE (TYPICAL) FLANGED OR UNION TYPE CONNECTION, PIPE SO THAT PUMP CAN BE REMOVED FOR SERVICE BALL VALVE. 3E TO BE SHUT-OFF :PT WHEN ACTUALLY KING SYSTEM 3SURES fHE LINE CIRCULATING P - SEE SCHEDULE PIPE TO SYSTEM - SEE PLANS FOR CONTINUATION — NLINE CIRCULATION PUMP DETAIL SCALE: NONE NOTE USED. SCALE: NONE NOT USED SCALE: NONE NOT USED SCALE: NONE GROI I BACKWASH PIPE DETAIL. SCALE: NONE THIN SET TILE - WET AREAS FINISHED FLOOR STANDARD INSTALLATION - CONCRETE SLAB ON GRADE ,z—ADJUSTABLE STRAINER 3/4" TRAP PRIMER CONNECTION SCREWS r0101-Cl0 MEMBRANE HOUSING GASKETED NO—HUB CONNECTION DEEP SEAL P—TRAP r6��FLOOR DRAIN DETAIL- SCALE: NONE SANITARY OR VENT STACK FINISHED WALL CLEANOUT FITTI 0 Ll: LL*. Qd' STAINLESS STEEL COVER PLATE COVER PLATE ADJ. SCREW FINISHED WALL WALL CLEANOUT DETAIL P1.1 / SCALE: NONE LL J W �enI- Wz CUOtY za Z - m H 2 W0 z O U) z tiU►_2W N~W I- cc 2 w LU w H �ZZU�zO tYwCCaw w� U IY O U L)�? U= m 0~ LL Cn o�0 ti 0 N r o Proj #: Z0(N 170264 09-01-2017 z O N Drawn By: Checked By: WBC r4) rn N LU ❑ pn ¢ b0� O O U U 'T 3: 4-1 H Q� ,' o v N N L (n (s V LU 00 L 0 M 0 L N w O« L C_ H U M LO CL O O U p O N �O `o OQ 6L Ln LL J W �enI- Wz CUOtY za Z - m H 2 W0 z O U) z tiU►_2W N~W I- cc 2 w LU w H �ZZU�zO tYwCCaw w� U IY O U L)�? U= m 0~ LL Cn o�0 ti 0 N r o Proj #: Issue Date: 170264 09-01-2017 Sheet No.: • Drawn By: Checked By: WBC Tfidll� N a CL `o U_ z CD Sheet Name: PLUMBING DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: • Drawn By: Checked By: WBC Tfidll� f'' F3/4" CW TIGHT TO STRUCTURE 3"SS REF 1 /P2.1 do 1 ,11 ,i i' f7 I Fl 77 I I I I I I -- -- - - - - -- I I I I I I I I I I �------------ -- ------------ -----,_.. -----------------------I CJ ----------------------------------- FLOOR --- FLOOR PLAN PLUMBING 3/32"=1'-0" GENERAL NOTES A. NO EXPOSED PIPING IN POOL AREA. B. 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. C. 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. D. THERE SHALL BE NO MEP DEVICES LOCATED INSIDE GRAPHICS OR MIRRORS. REFER TO ID DRAWINGS. E. PROVIDE BRADY MARKERS IN POOL EQUIPMENT ROOM: MARKERS SHALL BE MADE OF LAMINATED PLASTICS AND SHALL HAVE ACRYLIC PLASTIC OVER COATING TO SHED DIRT, GREASE, AND MOISTURE. IN ADDITION TO THE PIPE MARKERS, ARROW MARKERS SHALL BE USED TO INDICATE THE DIRECTION OF FLOW. THE FOLLOWING SPECIFIC INSTRUCTION SHALL APPLY TO THE APPLICATION OF THESE MARKERS. a. PROVIDE A PIPE MARKER AT EACH VALVE TO INDICATE PROPER IDENTIFICATION OF PIPE CONTENTS. WHERE SEVERAL VALVES EXIST ON ONE HEADER, IT IS NECESSARY TO MARK ONLY THE HEADER. b. PROVIDE AN ARROW MARKER WITH EACH PIPE MARKER POINTING AWAY FROM THE PIPE MARKER TO INDICATE DIRECTION OF FLOW. c. PROVIDE A DOUBLE -ENDED ARROW MARKER WHEN FLOW CAN BE IN EITHER OR BOTH DIRECTIONS. d. PROVIDE A PIPE MARKER AND ARROW MARKER AT EVERY POINT OF PIPE ENTRY OR EXIT WHERE THE LINES GO THROUGH A WALL OR SERVICE COLUMN. e. PROVIDE PIPE MARKERS AND ARROW MARKERS AT INTERVALS NOT EXCEEDfNG 5 FEET. f. MARKERS SHALL BE LOCATED ON THE TWO LOWER QUARTERS OF THE PIPE WHERE VIEW IS UNOBSTRUCTED. g. USE BRADY MARKER WITH 2" LETTER HEIGHT ON PIPES WITH OUTSIDE DIAMETERS (INCLUDING INSULATION) OF 3" OR MORE. USE 1" LETTER HEIGHT ON ALL PIPES WITH OUTSIDE DIAMETERS LESS THAN 3 h. BRADY MARKERS SHALL CONFORM TO ASA A-13 "SCHEME FOR IDENTIFICATION OF PIPING SYSTEMS". ARROW MARKERS MUST HAVE THE SAME ASA BACKGROUND COLORS AS THEIR COMPANION PIPE MARKERS. 1. BRADY MARKERS SHALL HAVE A 3/4" PRESSURE SENSITIVE ADHESIVE STRIP ON THE INSIDE EDGE OF EACH MARKER TO SEAL THE MARKER ITSELF. F. ROUTE WATER LINES TIGHT TO STRUCTURE. G. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK INVOLVING INSTALLATION OF POOL HEAT RECLAIM SYSTEM. COORDINATE WORK WITH MECHANICAL AND POOL CONTRACTORS. PROVIDE COMPLETE AND OPERATING HEAT RECLAIM SYSTEM. H. ALL TRAP PRIMERS TO BE LOCATED IN WALL INSIDE ACCESS PANEL OR ABOVE ACCESSIBLE CEILINGS. I. IN POOL EQUIPMENT ROOM, WATER HEATER ROOM, PROVIDE 4" HOUSEKEEPING PAD UNDER ALL HEATERS AND PUMPS. COORDINATE WITH STRUCTURAL AND POOL EQUIPMENT SUPPLIER. IN GENERAL, FLOOR DRAINS TYPE FF -1 SHALL NOT BE IN HOUSEKEEPING PAD, THEY SHALL BE ADJACENT TO PAD. J. ELECTRICAL ROOM HAS A 1 HOUR FIRE RATING. ANY PENETRATIONS SHALL MAINTAIN FIRE RATING PER SPECIFICATIONS. E ALL WATER PIPING SHALL BE COPPER. PEX TUBING IS NOT ALLOWED. L. ALL PIPE HANGERS AND SUPPORTS IN WATER HEATER ROOM, POOL EQUIPMENT ROOM, AND CHEMICAL STORAGE ROOM SHALL BE RUBBER COATED AND CORROSION RESISTANT. Fm , ALL SPRINKLER PIPING OVER POOL AREA SHALL BE COPPER. N. WATER PRESSURE TEST CONDUCTED ON 3/8/2017 AT 300 W LAKE MARY BLVD INDICATED STATIC PRESSURE 50 PSI, RESIDUAL 12 PSI. 0. NO SPRINKLER MAINS IN BASKETBALL, HOLD BRANCHES HIGH AND BETWEEN (PARALLEL TO) JOISTS. P. ALL WORK SHALL MEET THE REQUIREMENTS OF BOTH THE SPECIFICATIONS AND THE DRAWINGS, WHICHEVER IS MORE STRINGENT. Q. ALL VENTS THROUGH ROOF (VTR) ARE EXISTING. MAKE FINAL CONNECTION TO VENT 5' BELOW DECK. Iff a `o W ami i c O IO z Sheet Name: FLOOR PLAN PLUMBING w Ln `D Z0� Issue Date: 170264 z O N P�2,0 0 Drawn By: Checked By: WB/KC KC N ro � `A Q 00 3 V ro r~ M v Q .. vn U w 00M L 0 — O O w " L N Uj rn M W O O U p O N \o O Q LL Ln Iff a `o W ami i c O IO z Sheet Name: FLOOR PLAN PLUMBING Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�2,0 0 Drawn By: Checked By: WB/KC KC 1171 — T EXIST 6"SS 00000 I.E.=6'-0" BFF 1 I Ly— Z —r U LV_2� I rn igEEdiMW"0 I ItMsi p I ap U—a LCL]. � c > u-1 1 1 WCOI I � T� Lv-l�(/P� Lv-— Lv1 II ■ • �1 it ll,� �o ; C) Wco LY=2 � - , � QE=1 , Wco WC I ENLARGED LOCKER AREA FLOOR PLAN - WASTE & VENT 3/16" = 1'-0" • 41 0 REFER TO 1/P2.0 FOR CONTINUATION. O2 TRENCH DRAIN. REF 14/P1.1. OPRECAST/PREFORMED SUMP PIT 2'-0" DIAMETER AND 4'-0" DEEP. PROVIDE FIBERGLASS BAR GRATING COVER OVER SUMP. LOCATE SP -1 AT BOTTOM OF SUMP. SLOPE 4" TRENCH DRAIN DISCHARGE PIPING AT 1/8" 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. O5 FLOOR DRAIN ADJACENT TO WATER HEATERS FOR T&P. LL LLp0 Wo O m►�-=w0z0�z qui Oap��� CDoi-- za.W0 =QLL, zZaw0w� �w��WUwa�—,a0 aw�Z�ac��c� °=�>>=moi U�0LUo9It- to O 0 �€ o a `0 LL 0 z 0 Sheet Name: ENLARGED FLOOR PLAN - WASTE & VENT Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�20 I Drawn By: Checked By: WB/KC KC w N Z O z M \0 O N co 0 �prn � 0 O U�v Na c~ s M Q N U w 00 L — M L � o" " L It ' /U� Y / U M L0 U p U O 0 LL N LL LLp0 Wo O m►�-=w0z0�z qui Oap��� CDoi-- za.W0 =QLL, zZaw0w� �w��WUwa�—,a0 aw�Z�ac��c� °=�>>=moi U�0LUo9It- to O 0 �€ o a `0 LL 0 z 0 Sheet Name: ENLARGED FLOOR PLAN - WASTE & VENT Proj #: Issue Date: 170264 09-01-2017 Sheet No.: P�20 I Drawn By: Checked By: WB/KC KC -- , 01�CONNECT TO EXIST 3"CW CAPPED LINE ED -1 Q � I �w SHUTOFF VALVE FOR KIDS CLUB LABEL AS SUCH AND MOUNT 2" F IL IP -11 I i i i - L I � LY1 X00000 I_- f IL LY_]. -- I II J ___I( �� 1 11-1 U Ly 2 WC -2 I � LYS. LY1 LY -1 H13-3 _ M AFF VALVE FOR DRINKING FOUNTAIN ®- – – ABEL AS SUCH AND MOUNT 72"AFF – – – – – – – – – – - - N SH_1 I ISH -2 I I I SH -1 SH -1 � I I I SH_1 SH_1 ENLARGED -1 - 1-11-ij i Tn-`nom! i LL -a 'U U U J - 1 H5 S— "' C5 HU_ - ---------r H5 J LV -21 i � I I i. I � j H6 .01 TP -11 _= --- --- // O 1 v-1 \JI 1 1 aiLL1 .LL FF SH -1 2H-2 , 2i-1 , 2L—t 2-1 R7 C7 � Tp-lb(D -i ED --1 --U--- J, DF -1 -- FFF"' / 1 .iI Ti� I r ; I Ii I ii , .�J li I K1 � I I it I I I I ! I I� t; ;, II it I I I II I I 1= , I i I I I I I, ENLARGED LOCKER AREA FLOOR PLAN - HOT & COLD WATER 3/16"= V-0" NOTES THIS SHEET O1-1/2- 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. O 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 do 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. O7 INSTALL ACCESS PANEL FOR TRAP PRIMER. (D3/4- 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 ENLARGED SHUTOFF VALVE BANK SCALE: NONE ac ot � ix=w x � r.—FOR CONTINUATION rrrrrrrr REFER TO 1/P2.2 (TYPICAL) 1/2" ' 3/4" 1 (TYP 8)~ F F F F F F F F 4 (TYPICAL) BALANCING VALVE— (TYPICAL) ALVE--- 3/4" (TYPIC3%4" (5)CP 1 1 3/4" 3/4" ALL BALANCING VALVES TO BE INSTALLED 100% 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 INSTALLA11ON OF RECIRC PUMPS WITH ELECTRICIAN. HOT WATER RETURN SCHEMATIC SCALE: NONE z a In W U N +j s L Q0 N � W M O L s Zo04 OF O cr :3 M M C ,p M IM o1 r ruQt v) w 00 M (dn q 15 ul F- O U O N U 0 1¢ ur o O�Wz cn_j L p_ir r`UF-2ax O— �'xwv~ixowmgI Ov> f -H x<L0LU �w¢wxw�a 1LwPZXovc��0 OOxww¢wF- w UVCD X.LU �xm=H r C�oLIJo� W M M O Q V1 HWa 0 ZOO V1 n � O Q Q Z � W W � W � O O III 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 I 0 (TYPICAL) U U U U U U V U U U � U C) I I I I I I I cq I I I 0 .n I 'II I I ENLARGED SHUTOFF VALVE BANK SCALE: NONE ac ot � ix=w x � r.—FOR CONTINUATION rrrrrrrr REFER TO 1/P2.2 (TYPICAL) 1/2" ' 3/4" 1 (TYP 8)~ F F F F F F F F 4 (TYPICAL) BALANCING VALVE— (TYPICAL) ALVE--- 3/4" (TYPIC3%4" (5)CP 1 1 3/4" 3/4" ALL BALANCING VALVES TO BE INSTALLED 100% 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 INSTALLA11ON OF RECIRC PUMPS WITH ELECTRICIAN. HOT WATER RETURN SCHEMATIC SCALE: NONE z a In W U N +j s L Q0 N � W M O L s Zo04 OF O cr :3 M M C ,p M IM o1 r ruQt v) w 00 M (dn q 15 ul F- O U O N U 0 1¢ ur o O�Wz cn_j L p_ir r`UF-2ax O— �'xwv~ixowmgI Ov> f -H x<L0LU �w¢wxw�a 1LwPZXovc��0 OOxww¢wF- w UVCD X.LU �xm=H r C�oLIJo� W M M O Q V1 HWa 0 ZOO V1 n � O Q Q Z � W W � W � O O III 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 I 0 Q 0 ii p C) 0 .n E p a `0 LL ami N y Z o 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 4 IV RISER NOTES 1. ALL WATER CLOSETS SHALLHAVE 4" SANITARY AND 2" VENTS. 2. TRUNK LINES SHALL BE AT MINIMUM THE SAME SIZE AS THE LARGEST BRANCH SERVED BY TRUNK. PIPE UP TO CLEANOUT SHALL BE SAME ---- I� SIZE AS TRUNK IT SERVES a (ONLY a IS REQUIRED FOR 6" TRUNK) r REF. PLUMBING FIXTURE CONNECTION SCHEDULE ON P1.0 FOR FIXTURE LINE SIZES UNLESS SHOWN LARGER ON RISER v) V W a -J V L L Q� O L V Ln LL O -jLLJ } O ~<Wz aMP 1300 d za. ❑— �❑wWp0❑Cnw °°L)j-2WzpDz �w ❑(L00`2� �F-oMwz0 LU =¢wzzu owe �w�aw=w-a � U � O n�.w�Z���3�v OW LU �C7LU uu 2Uwm❑= _—>>=}H ��0WLL O 0 w z N M r` 0 N O O LLJ Ln \0 z OM 04 z O N Issue Date: 170264 0 ru P�5* O Checked By: O Cp o =~ r « ro¢ csi� w 00 co M O w z Z N N LU r M w r O O U O O N O Q LL N LL O -jLLJ } O ~<Wz aMP 1300 d za. ❑— �❑wWp0❑Cnw °°L)j-2WzpDz �w ❑(L00`2� �F-oMwz0 LU =¢wzzu owe �w�aw=w-a � U � O n�.w�Z���3�v OW LU �C7LU uu 2Uwm❑= _—>>=}H ��0WLL O 0 w z N M r` 0 N O O SANITARY & VENT RISER DIAGRAM Prof #: Issue Date: 170264 09-01-2017 Sheet No.: P�5* Drawn By: Checked By: WB/KC Cp O d 'C to d O LL 7y N z° 0 Sheet Name: SANITARY & VENT RISER DIAGRAM Prof #: Issue Date: 170264 09-01-2017 Sheet No.: P�5* Drawn By: Checked By: WB/KC KC 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 L.L. J 0 0 cl) wZ QV)F-wa=0� ca S W O z O z NF_O�LLIZ W wF- U > C/) H a = = Q w Z Z w O W W �wLu }o cn U�WO aw�ZUj���V w 00=w wF-w U U L) LLJ = } O F- o7�QLUOmH 0 0 0 HOT & COLD WATER UJ Ln \O Pro] #: Issue Date: z rn 4i O N Sheet No.: P�502 Drawn By: Checked By: W13/KC 0 w0 j 6pn 0^ 00 U ro i. 341°' Q�0 C ~ s n V w 00 L it M O L y O M " L s m C) g o a �0 O Q d LL N L.L. J 0 0 cl) wZ QV)F-wa=0� ca S W O z O z NF_O�LLIZ W wF- U > C/) H a = = Q w Z Z w O W W �wLu }o cn U�WO aw�ZUj���V w 00=w wF-w U U L) LLJ = } O F- o7�QLUOmH 0 0 0 HOT & COLD WATER RISER DIAGRAM Pro] #: Issue Date: 170264 09-01-2017 Sheet No.: P�502 Drawn By: Checked By: W13/KC 0 0 n y d O 0 Z 0 Sheet Name: HOT & COLD WATER RISER DIAGRAM Pro] #: Issue Date: 170264 09-01-2017 Sheet No.: P�502 Drawn By: Checked By: W13/KC KC STANDARD FIRE ALARM ABBREVIATIONS A AMPS AC ALTERNATING CURRENT ADA AMERICANS WITH DISABILITY ACT AH AMP HOUR AWG WIRE SIZE (GAUGE) cd CANDELA (STROBE INTENSITY) CFM CUBIC FEET PER MINUTE (AIR FLOW) FIRE SPRINKLER BACKFLOW PREVENTER TAMPER CLASS CIRCUIT CONFIGURATION (A OR B) DC DIRECT CURRENT DH MAGNETIC DOOR HOLDER EOL END OF LINE RESISTOR EMF ELECTROMAGNETIC FORCE EMT METAL ELECTRICAL CONDUIT ETR EXISTING TO REMAIN FORM -C RELAY FPL FIRE POWER LIMITED FACP FIRE ALARM CONTROL PANEL FWR FULL WAVE RECTIFIED GF GROUND FAULT IDC INITIATING DEVICE CIRCUIT LED LIGHT EMITTING DIODE mA MILLIAMPS (CURRENT) NAC NOTIFICATION APPLIANCE CIRCUIT NEC NATIONAL ELECTRICAL CODE NC NORMALLY CLOSED RELAY CONTACT 1=01MEN1000001 NO NORMALLY OPEN RELAY CONTACT NPL NON POWER LIMITED PL POWER LIMITED POTS PLAIN OLD TELEPHONE SERVICE PSE POWER SUPPLY EXPANDER REL RELOCATED RFI RADIO FREQUENCYINTERFERENCE RJ45 TELEPHONE JACK CONNECTION SLC SIGNALING LINE CIRCUIT TS FIRE VALVE TAMPER SWITCH TSP TWISTED SHIELDED PAIR uA MICROAMPS V VOLTS VA VOLT AMPS (POWER) W WATTS (POWER) WFS FIRE SPRINKLER WATERFLOW SWITCH FIRE SPRINKLER RISER BELL DETAIL r—� I Q I L -J L_ _ i TO FIRE - — — J 1 & 2 HOUR GYP. WALL PENETRATION SEAL System No. W -L-1049 SPECIFIED TECHNOLOGIES (Formerly System No. 635) INC. (STI) DETAIL IS SHOWN. F -Rating -1 &2 HOUR (See Item 1B) AN EQUAL FIRE STOPPING T -Rating -0 Hr SYSTEM MAY BE USED AS L Rating At Ambient -Less Than 1 LONG AS THE RATING OF CFM/sq ft THE FLOOR / WALL IS L Rating At 400° -Less Than 1 MAINTAINED. CFM/sq ft A 2 3 3 2 A 1 Section A -A NOTES: 1. GYPSUM BOARD WALL ASSEMBLY. 2. THROUGH PENETRATE - ONE METALLIC PIPE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN FIRESTOP SYSTEM. 3. FILL, VOID OR CAVITY MATERIAL -SEALANT -MIN. 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT OF CONTACT LOCATION BETWEEN THE THROUGH PENETRATE AND GYPSUM WALLBOARD, A MIN. 3/8"0 BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE GYPSUM WALLBOARD/THROUGH PENETRATE INTERFACE ON BOTH SURFACES OF WALL. SPECIFIED TECH NOLOG I ES-SPECSEAL 100, 101, 102 OR 105 SEALANT. PROGRAMMING MATRIX FOR ALL BUILDINGS INPUTS FIRE ALARM DEVICE MOUNTING GUIDE 3'-0" (MIN) r—PER NFPA 72—� 24" MIN ANDICAP FILING MOUNTED BEDROOSOBE SMOKE/HEAT A/C SUPPLY DIFFUSER DETECTOR - © SUAL & VISUAL-ONLY CEILING MOUNTED NOTIFICATION &VISUAL -ONLY DEVICE (TO BE WHITE). DEVICES SEE PLAN FOR LOCATION. MORE THAN TWO APPLIANCES IN THE SAME ROOM OR ADJACENT ACCEPTABLE HERE' DO NOT INSTALL IN THIS AREA WALL MOUNTED HEAT DETECTOR TO THE BOTTOM WALL MOUNTED SMOKE DETECTOR TO THE TOP SPACE WITHIN THE FIELD 5'-0" OF VIEW SHALL FLASH IN MAX FROM EXIT DOOR SYNCHRONIZATION MANUAL 80" MIN - 96 MAX PULL NFPA 72, 2010 FIRE STATION EDITION (SECTION PHONE O° 8.5.4) JACK 6" DUCT MAGNETIC DETECTOR DOOR REMOTE TEST HOLDER • O O 48" (ADA) TO THE WORKING MECHANISM 48" ALSO MEETS THE REQUIREMENTS OF NFPA 72, 2010 EDITION FINISHED (SECTION 17.14.4) FLOOR IMPORTANT NOTE NOT ALL DEVICES SHOWN ON THIS DETAIL APPLY TO THIS PROJECT. SEE THE PLAN VIEW LAYOUT OF THE FIRE ALARM SYSTEM TO VERIFY WHICH DEVICES APPLY, AND WHICH DO NOT. #12 SOLID CONDUCTOR TO EARTH GROUND SMOKE DETECTOR A GREATER THAN 96" AFF. - _ PULL STATION B D DUCT DETECTOR C E. D 011MMMMMMM E FPLR FPLR _ SPRINKLER WATER FLOW SPRINKLER TAMPER SWITCH F G IFP-1000ECS ADDRESSABLE FIRE ALARM PANEL WITH VOICE FIRE SPRINKLER BACKFLOW PREVENTER TAMPER H ME ITCH MAIN CONTROL PANEL FUNCTIONS _ � .. J ALL WIRING CONNECTIONS SHALL BE IN SINGLE, DOUBLE, TRIPLE OR 4 K S M N GANG ELECTRICAL BOXES, AS NEEDED. FIRE ALARM AC POWER FAILURE WATERPROOF' PENETRATION WITH UV RESISTANT SILICONE FINISHED GRADE J Q z CO o' O 2 W X W -TO FACP • ANNUNCIATOR I i APPRO MATELY 5'-0" (60") AFF - NOTE CHECK WITH MANUFACTURER'S INSTALLATION SHEET FOR THE EXACT ROUGH -IN HEIGHTS, LOCATION OF BACK BOXES, AND WIRING REQUIREMENTS. UNDERGROUND FIRE ALARM WIRING ENTRANCE DETAIL OUT TO BACKFLOW DEVICE ESSION BUILDING FOOTER BACKFLOW DEVICE 90 DEGREE PVC ELECTRICAL WIRE SEE CIVIL DWGS PULL BOX FOR DESIGN INFO. GRAY UV RESISTANT NON-METALLIC PVC CONDUIT PVC STRAP ANCHORED WITH TAPCON SCREWS INTO MASONRY WALL WEATHERPROOF PVC ELECTRICAL BOX VING BOX MUST BE WITHIN BACKFLOW HOUSE KEEPING SLAB (SUPPORT CONDUIT) TAMPER SWITCH x2 DROP CONDUIT AROUND FOOTER IF 24 INCH COVER CAN NOT BE MAINTAINED 2 -0".MIN. CONTROL UNIT ANNUNCIATION AZ iQ-� c�/ / J 02 J. Coj r = V ;'��O �O ' / p 'j?. �, iy0, /I <� 3 tV/ �: C91�4 O 2/V , 2 /, 2Vs �� J2 OJT Q�� �\ `' �/ / `tom pJCj 4(b 94 /QC'// GENERAL NOTES: 1. THE FIRE ALARM CABLE MUST BE INSTALLED PER NFPA 70 TABLE 300.5. 2. ALL WIRING USED UNDERGROUND SHALL BE WEST PENN AQUASEAL TYPE MOISTURE RESISTANT FPL, UL RATED DIRECT BURY,THWN OR TFFN TYPE INSULATED WIRE. 3. DIRECT BURIAL TYPE CABLE SHALL NOT BE INSTALLED WITHOUT RIGID NON METALLIC CONDUIT.VALUE ENGINEERING WILL NOT BE PERMITTED TO OMIT THIS FEATURE. 4. ALL CONDUIT IS TO RIGID NON-METALLIC CONDUIT (RNC) CONSTRUCTED OF PVC WITH SOLVENT FITTING =j CONNECTIONS. ONLY SOLVENT GLUE LISTED FOR O USE WITH THE RNC SHALL BE USED. ALL PIPE SHALL BE CLEANED PRIOR TO MAKING THE SOLVENT JOINTS. 5. INSTALL PULL STRING IN CONDUIT TO FACILITATE WIRE REPLACEMENT. OUTPUTS NOTIFICATION SUPPLEMENTARY ) / J J i FIRE ALARM LOW BATTERY opMMMMMMMMMM GREATER THAN 96" AFF. 0.01 GENERAL SCOPE WIRE TYPE FPLR D (2) #16 (4) #16 FPLR FPLR E. M 011MMMMMMM THIS PROJECT THE INVOLVES INSTALLATION OF A NEW SILENT KNIGHT FPLR FPLR INCHES ABOVE THE FINISH FLOOR TO TOP. — NOTIFICATION APPLIANCE CIRCUIT 120 VAC POWER CIRCUIT 24 VDC POWER LIMITED CIRCUIT IFP-1000ECS ADDRESSABLE FIRE ALARM PANEL WITH VOICE (2) #12 FAB. 1 - ME EVACUATION TO PROTECT THE ASSEMBLY OCCUPANCY. F. ALL WIRING CONNECTIONS SHALL BE IN SINGLE, DOUBLE, TRIPLE OR 4 R S S -BUS GANG ELECTRICAL BOXES, AS NEEDED. FIRE ALARM AC POWER FAILURE GENERAL DOCUMENTS UNDERGROUND CONDUIT WIRING SPARE WIRE PAIR SPARE WIRE PAIR TFFN* FPLR X Y 1M=13MMMMMMMMM G. ALL WIRING ON THE INITIATION AND NOTIFICATION CIRCUITS ARE A. THESE PLANS WERE PREPARED WITH THE INTENT OF NFPA 72 (2010 POWER LIMITED. W Go ED.), NFPA 70 (2011 ED.), FLORIDA FIRE PREVENTION CODE (5TH ED.), ^� OPEN CIRCUIT --al GROUND FAULT 10 0 Lei 112 Iff-I I Lei z It -11 AND/OR THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING 2.02 CONDUIT AND WIRE JURISDICTION. a� « I. CONDUIT: B. THE FIRE ALARM WORK SHALL INCLUDE FURNISHING ALL LABOR, 1=01MEN1000001 81100114-m- EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND A. CONDUIT SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF ALL FIRE EMMM CODE (NFPA 70), LOCAL AND STATE REQUIREMENTS. COMPLY WITH MEN ALARM WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL ADDITIONAL REQUIREMENTS IN THE DRAWINGS. MATERIAL SHALL BE NEW. � Oa U B. CONDUIT FILL SHALL NOT EXCEED 40 PERCENT OF INTERIOR CROSS 1.02 SHOP DRAWINGS AND SUBMITTALS SECTIONAL AREA WHERE THREE OR MORE CABLES ARE CONTAINED WITHIN A SINGLE CONDUIT. A. THE FIRE ALARM CONTRACTOR SHALL NOT BE REQUIRED TO PRODUCE I11 2 3 4 5 1 6 7 8 9 101 11 12 13 14 15 16 17 18 19 20 21 22123 24 25126 27 28 29130 31 32 33 34:35 36 PROJECT SPECIFIC NOTES: 1. THIS CHART IS TO BE USED AS A BASIC PROGRAMMING GUIDE ONLY. ALL OTHER PANEL PROGRAMMING FEATURES SHALL COMPLY WITH NFPA 72 AND THE MANUFACTURERS INSTRUCTIONS. FIRE ALARM SPECIFICATIONS PART 1 - GENERAL SYMBOL A GREATER THAN 96" AFF. 0.01 GENERAL SCOPE WIRE TYPE FPLR D (2) #16 (4) #16 FPLR FPLR E. ALL NEW ADDRESSABLE PULL STATIONS SHALL BE INSTALLED AT 48 A. THIS PROJECT THE INVOLVES INSTALLATION OF A NEW SILENT KNIGHT FPLR FPLR INCHES ABOVE THE FINISH FLOOR TO TOP. — NOTIFICATION APPLIANCE CIRCUIT 120 VAC POWER CIRCUIT 24 VDC POWER LIMITED CIRCUIT IFP-1000ECS ADDRESSABLE FIRE ALARM PANEL WITH VOICE (2) #12 FAB. 1 - N Q EVACUATION TO PROTECT THE ASSEMBLY OCCUPANCY. F. ALL WIRING CONNECTIONS SHALL BE IN SINGLE, DOUBLE, TRIPLE OR 4 R S S -BUS GANG ELECTRICAL BOXES, AS NEEDED. 1.01 GENERAL DOCUMENTS UNDERGROUND CONDUIT WIRING SPARE WIRE PAIR SPARE WIRE PAIR TFFN* FPLR X Y (2) #14 G. ALL WIRING ON THE INITIATION AND NOTIFICATION CIRCUITS ARE A. THESE PLANS WERE PREPARED WITH THE INTENT OF NFPA 72 (2010 POWER LIMITED. W Go ED.), NFPA 70 (2011 ED.), FLORIDA FIRE PREVENTION CODE (5TH ED.), ^� r AND/OR THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING 2.02 CONDUIT AND WIRE JURISDICTION. a� « I. CONDUIT: B. THE FIRE ALARM WORK SHALL INCLUDE FURNISHING ALL LABOR, M EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND A. CONDUIT SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF ALL FIRE ul CODE (NFPA 70), LOCAL AND STATE REQUIREMENTS. COMPLY WITH UW ALARM WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL ADDITIONAL REQUIREMENTS IN THE DRAWINGS. MATERIAL SHALL BE NEW. � Oa U B. CONDUIT FILL SHALL NOT EXCEED 40 PERCENT OF INTERIOR CROSS 1.02 SHOP DRAWINGS AND SUBMITTALS SECTIONAL AREA WHERE THREE OR MORE CABLES ARE CONTAINED WITHIN A SINGLE CONDUIT. A. THE FIRE ALARM CONTRACTOR SHALL NOT BE REQUIRED TO PRODUCE SHOP DRAWINGS IF THE INSTALLATION IS INSTALLED ACCORDING TO C. CABLE MUST BE SEPARATED FROM ANY OPEN CONDUCTORS OF THESE ENGINEERING PLANS. ALL FIELD MODIFICATIONS SHALL BE POWER, OR CLASS 1 CIRCUITS, AND SHALL NOT BE PLACED IN ANY UPDATED ON A PLAN AND SUBMITTED TO THE ENGINEER AND OWNER. CONDUIT, JUNCTION BOX OR RACEWAY CONTAINING THESE CONDUCTORS. B. THE FIRE ALARM CONTRACTOR IS RESPONSIBLE FOR OBTAINING A SEPARATE FIRE ALARM PERMIT. D. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC. C. THE ENGINEER OF RECORD SHALL, UPON REQUEST, PROVIDE THE FIRE il. WIRE: ALARM CONTRACTOR WITH SIGNED AND SEALED ENGINEERING DRAWINGS TO FACILITATE PULLING A FIRE ALARM PERMIT. A. ALL FIRE ALARM WIRING SHALL BE PER THE FIRE ALARM WIRE LEGEND AND SHALL BE INSTALLED IN CONDUIT. D. MATERIALS OR PRODUCTS SPECIFIED HEREIN AND/OR INDICATED ON DRAWINGS BY TRADE NAME, MANUFACTURER'S NAME OR CATALOG B. WIRING SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL NUMBERS SHALL BE INTERPRETED AS ESTABLISHING A STANDARD OF CODES (E.G., NEC ARTICLE 760). NUMBER AND SIZE OF CONDUCTORS QUALITY AND DESIGN. SHALL BE AS RECOMMENDED BY THE FIRE ALARM SYSTEM MANUFACTURER, BUT NOT LESS THAN 16 AWG FOR INITIATING DEVICE E. THE FIRE ALARM CONTRACTOR SHALL NOT SUBSTITUTE DEVICES OR CIRCUITS AND 14 AWG FOR NOTIFICATION DEVICE CIRCUITS. EQUIPMENT, DOWN SIZE WIRING OR DELETE EQUIPMENT SHOWN IN THIS PLAN SET WITHOUT THE ENGINEERS APPROVAL AND THE C. ALL FIELD WIRING OF INITIATION (AS APPLICABLE) AND NOTIFICATION WRITTEN APPROVAL OF PROJECT MANAGER FOR THE OWNER. CIRCUITS ARE TO BE COMPLETELY SUPERVISED BY END OF LINE DEVICES, PER THE MANUFACTURER'S LITERATURE. 1.03 RECORD DRAWINGS D. ALL RISER WIRING AND EXPOSED AREA WIRING FOR THE ALARM A. THE FIRE ALARM CONTRACTOR SHALL BE REQUIRED TO SUBMIT A SYSTEM SHALL BE IN EMT. "RECORD OF COMPLETION", PER NFPA 72 AND THE FLORIDA ADMINISTRATIVE RULE #60A-48, TO THE OWNER PRIOR TO FINAL E. TERMINAL BOXES, JUNCTION BOXES AND CABINETS: ALL BOXES AND PAYMENT. CABINETS SHALL BE UL LISTED FOR THEIR USE AND PURPOSE. B. THE FIRE ALARM CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE F. THE FIRE ALARM CONTROL PANEL IS TO BE CONNECTED TO A AND ACCURATE AS -BUILT DRAWING SET. UPON FINAL COMPLETION OF SEPARATE DEDICATED BRANCH CIRCUIT, MAXIMUM 20 AMPERES. THIS THE PROJECT, THE FIRE ALARM CONTRACTOR SHALL SUPPLY THE CIRCUIT SHALL BE LABELED AT THE MAIN POWER DISTRIBUTION PANEL OWNER WITH AN AS -BUILT SET PRIOR TO FINAL PAYMENT. AN AS -BUILT AS FIRE ALARM. FIRE ALARM CONTROL PANEL PRIMARY POWER WIRING SET OF DRAWINGS SHALL BE POSTED AT THE FIRE ALARM PANEL AT SHALL BE 12 AWG. THE CONTROL PANEL CABINET SHALL BE THE COMPLETION OF THE WORK. GROUNDED SECURELY TO EITHER A CONDUIT, COLD WATER PIPE, OR GROUNDING ROD. A 1' C. THE AS -BUILT DRAWINGS SHALL INCLUDE DEVICE NUMBERS AS INSTALLED ON THE A -RIOR I U LIN i L( PROGRAMMED INTO THE PANEL FOR ALL INITIATION AND NAC DEVICES THE FIRE ALARM COt ,,r. : it BREAKER FOR THE ALARM AS REQUIRED BY STATE FIRE MARSHAL RULE 69A-48.007(1). CIRCUIT SHALL BE REL) iN COLOR OR PAINTED RED AND SHALL BE PROVIDED WITH A LOCKING TAB INSTALLED TO PREVENT SHUTTING PART 2 - INSTALLATION OFF THE BREAKER. 2.01 SPECIFIC REQUIREMENTS PART 3 - EXECUTION A. SECONDARY POWER SHALL CONSIST OF RECHARGEABLE BATTERIES 3.01 INSTALLATION HAVING A CAPACITY TO POWER THE ALARM SYSTEM FOR A PERIOD OF 24 HOURS IN A STANDBY MODE AND OPERATE ALL NOTIFICATION A. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2011 NEC, 2010 APPLIANCES FOR 5 MINUTES AT THE END OF THE 24 HOUR PERIOD. NFPA 72, LOCAL AND STATE CODES, AS SHOWN ON THE DRAWINGS, AND AS RECOMMENDED BY THE MAJOR EQUIPMENT MANUFACTURER. B. THE FIRE ALARM SYSTEM HAS BEEN DESIGNED WITH A CLASS "B" SIGNALING LINE CIRCUIT (SLC). THE NOTIFICATION ALARM CIRCUITS 3.02 FINAL INSPECTION (NAC) HAVE BEEN DESIGNED FOR CLASS "B" OPERATION. THE SLC IS POWER LIMITED.THE SMOKE DETECTORS SHALL NOT BE INSTALLED A. AT THE FINAL INSPECTION A FACTORY TRAINED REPRESENTATIVE OF PRIOR TO THE SYSTEM PROGRAMMING AND TEST PERIOD. IF THE INSTALLER SHALL DEMONSTRATE THAT THE SYSTEMS FUNCTION CONSTRUCTION IS ONGOING DURING THIS PERIOD, MEASURES SHALL PROPERLY IN EVERY RESPECT. ALL TESTING REQUIRED BY THE AHJ BE TAKEN TO PROTECT THE SMOKE DETECTOR FROM CONTAMINATION SHALL BE COMPLETED IN THE PRESENCE OF THE LOCAL FIRE AND PHYSICAL DAMAGE UNTIL CONSTRUCTION ACTIVITIES ARE AUTHORITY, AS REQUIRED. COMPLETE. 3.03 WARRANTY C. ALL EXPOSED RISERS TO THE FACP, AUXILIARY POWER SUPPLIES, INITIATING DEVICES AND/OR NOTIFICATION APPLIANCES SHALL BE A. THE FIRE ALARM CONTRACTOR SHALL WARRANT ITS WORK TO BE FREE INSTALLED IN EMT. FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE OF ALL WORK. D. NOTIFICATION HORN/STROBES SHALL BE MOUNTED SO THAT THE ENTIRE LENS OF THE DEVICE IS NO LESS THAT 80" AFF AND NO FIRE ALARM WIRE LEGEND SYMBOL A CIRCUIT DESCRIPTION SIGNALING LINE LOOP REMOTE TEST SWITCH WIRE SIZE (2) #16 WIRE TYPE FPLR D (2) #16 (4) #16 FPLR FPLR E REMOTE ANNUNCIATOR COMMUNICATIONS INITIATING DEVICE CIRCUIT REMOTE ANNUNCIATOR COMMUNICATIONS K (2) #16 (6) #16 --- FPLR FPLR L _ ----__ — NOTIFICATION APPLIANCE CIRCUIT 120 VAC POWER CIRCUIT 24 VDC POWER LIMITED CIRCUIT — (2) #12 FAB. 1 - N Q FPLR (3) #12 (2) #14 THHN FPLR R S S -BUS (4) #16 (2) #16 (2) #16 FPLR U UNDERGROUND CONDUIT WIRING SPARE WIRE PAIR SPARE WIRE PAIR TFFN* FPLR X Y (2) #14 FPLR NAC CIRCUIT NUMBERING SCHEME FIRE ALARM CONTROL PANEL OR POWER SUPPLY PANEL NAC CIRCUIT NUMBER ON PANEL PSE -N1-1-.-- DEVICE NUMBER ON NAC 75cd CIRCUIT t CANDELA RATING FIRE ALARM SHEET INDEX FA0.1 FIRE ALARM SPECIFICATIONS &DETAILS FA.A - NOT USED FA/2. 1 - NOT USED FA3.1 - NOT USED FA4. 1 - FIRE ALARM PLAN FAS.�1 - NOT USED FAD. 1 - NOT USED FA7.1 -FIRE ALARM CALCULATIONS FAB. 1 - FIRE ALARM RISER DIAGRAM & DEVICE LEGEND GS JOB #:4901.17.00 1 tN OBAL CHE Z, INC. BUILDING SYSTEMS ENGINEERING info(Qglobal-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 LL O � 0 LW) OZ ¢��wa:3— Z o- 0 — mUH=W Oz0c�2z P W Z) a Q W Lcr_ J 2=jF-X Lao 0�cWncnaWOC3w} w<M - o:We:(nWUWtrO aw�Z���3:V U=��LU LLI Lu >Lu =m01z- Cn UJ LL 0LL Cn0 ti 0 k r - C) 6 z Sheet Name: FIRE ALARM SPECIFICATIONS & WW)(0 Proj #: Issue Date: 170264 ZRW O C4 Sheet No.: FA0,8 W AMM R.REYNOSO U 4_j � U v o c� Vo Q t/�f 0 w z W Go ^� r TW v M a� « O M ul UW c n a � Oa U lOi W LL LL O � 0 LW) OZ ¢��wa:3— Z o- 0 — mUH=W Oz0c�2z P W Z) a Q W Lcr_ J 2=jF-X Lao 0�cWncnaWOC3w} w<M - o:We:(nWUWtrO aw�Z���3:V U=��LU LLI Lu >Lu =m01z- Cn UJ LL 0LL Cn0 ti 0 k r - C) 6 z Sheet Name: FIRE ALARM SPECIFICATIONS & DETAILS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FA0,8 Drawn By: Checked By: R.REYNOSO P.FEIKEMA �, FLOW AND TAMPER SWIT ES ON FIRE SPRINKLER RISEk 10 �ACP -N1-02 FACP PSE 30cd � 1/2W C RL 2 FACP F[ -FC. . P CYCLING FACP N1-05 NAC -02 I FIRE'" RISER 115 CM" A 111 1/1', 75cd v 4W FAC — NA j' _ . I 1 cd JAN. 15cx i 4W_-. _ ..._.9 co:� I � IF7 NATURAL GAS CONTROL MODULE RELAY FOR I T �n �� SHUT-OFF — - — - - 15cd—T-- — -ACP-N2-02 15 D„ 1/4w I is ry s Fnlc FACP C it I - — -( F CFa' iVF�3�� FACP-N24 FACP-N2-07 _ r- u - - 4 I 15 I15cd r FACP-N2-09 :I - � � �� FACP-N2-OB 110cd 1 10c 110cd ' 30cd FACP 1 ..1W �1W 1W , FACP � 1 f II�� NAC -04 1/2W - i , i L I I i III 1 1 i �i D D E ATi i iIaT N FIRE ALARM PLAN 0 8' 16' 32' SCALE: 3/32"= 1'-0" - GS JOB #:4901.17.00 tOBAL CHE ZI 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 FIRE ALARM PLAN ZON Issue Date: z 09-01-2017 }� o M U I' P.FEIKEMA 0 U v O o c~ � � v f. LV 00 ^� W r M Q) O M r � v LO O U ' j a 8 o ( g � O I M � O 0 I r' L Ai C3 �, FLOW AND TAMPER SWIT ES ON FIRE SPRINKLER RISEk 10 �ACP -N1-02 FACP PSE 30cd � 1/2W C RL 2 FACP F[ -FC. . P CYCLING FACP N1-05 NAC -02 I FIRE'" RISER 115 CM" A 111 1/1', 75cd v 4W FAC — NA j' _ . I 1 cd JAN. 15cx i 4W_-. _ ..._.9 co:� I � IF7 NATURAL GAS CONTROL MODULE RELAY FOR I T �n �� SHUT-OFF — - — - - 15cd—T-- — -ACP-N2-02 15 D„ 1/4w I is ry s Fnlc FACP C it I - — -( F CFa' iVF�3�� FACP-N24 FACP-N2-07 _ r- u - - 4 I 15 I15cd r FACP-N2-09 :I - � � �� FACP-N2-OB 110cd 1 10c 110cd ' 30cd FACP 1 ..1W �1W 1W , FACP � 1 f II�� NAC -04 1/2W - i , i L I I i III 1 1 i �i D D E ATi i iIaT N FIRE ALARM PLAN 0 8' 16' 32' SCALE: 3/32"= 1'-0" - GS JOB #:4901.17.00 tOBAL CHE ZI 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 n FIRE ALARM PLAN ZON Issue Date: z 09-01-2017 }� o M U R.REYNOSO P.FEIKEMA 0 U v O o c~ � � v 0 w ? LV 00 ^� W r M Q) O M r � v LO O U a 8 o ( g � O n FIRE ALARM PLAN Prof #: Issue Date: 170264 09-01-2017 Sheet No.: FA4,0 Drawn By: Checked By: R.REYNOSO P.FEIKEMA 0 N r � O M � O 0 L Ai C3 a� 0 W m r� d z 0 Sheet Name: FIRE ALARM PLAN Prof #: Issue Date: 170264 09-01-2017 Sheet No.: FA4,0 Drawn By: Checked By: R.REYNOSO P.FEIKEMA ProjadVatues: Panel 0: PSE 1 -� Gcbiai,Pt4lpct404*it; Project Name. L A FITNESS - SANFORD Project 1D: F49ol 17 00 Prepared 6y:R REYNOSO O tlr' 8/3112017 Model: IFP-1000VIP Add. Fin Alarm Control Vohs: 24 VDC Model: 31ient'Kn4ht 5495 Power Expender Max Circuit Currerit: 3 Amps Description Location: JELECTIRICAL ROOM (ft) Actual Vob %Drop Orwft Ohms EOL Vohs; *V00 Max Panel Current: 6 Amps R.REYNOSO Ckt# CftUd alms ' 0M. � n r l �Ih'VI'µ'i r' 'Il wii^li.,°4ywaialhi' 014 Stranded m ,, , 363 1,83 1797 1191% x14 Stranded •]� 1. 260 , , .. ,�. tl 6.62% Wire AWG Ohtn6 Per Lonptlt(R) Actual Voks ® %D W SD50S AS 1 - Addr. Ion Smoke Det 0 000 0.000 SD505.AHS Addr Heat Detector 0000 0.000 SD505-APS Addr. Photo Smoke Del 0.000 0.000 Alarm 6 Type 1000 Ft. C7rle- Ohms EOL SD500.ANM Addr. Notification Module 0.000 0.000 1 5495(1) Circuit 1 efg. 0.000 1.370 1014 Stranded 1- I 2.52 436 2.20 17.36 14.76% 2 5495(l) Circuit 2 cfq 0.000 1.420 •14 Stranded [.] 2,5 472 2.36 _17.02 16.56% 3 54 950) Circuit cfg 0.000 0.000 ,+14 Stranded 2.52 0aw 20.40>- 0.00% 4 549 1) Circuit 4 09. 0.000 0.000 1614 Stranded 2,52 0.00 20.40 0.00% Aunt Power Out ctg 0.000 0 000 +14 Stranded (._f 252 0.00 240 0.00°6 0.810 Aewsr Bas rider 337 t.M hi 6.74% 0.076 0= 2790 Total Pr yger lis Brod -NotificationApplarcuit t 0.000 0.075 2.8115 ylttsl m +14 Stranded �. alt 20,40 0.00% PGM+iYO #8 7brks In Hours '24 ''' time In Minutes / 80 J5 M Top Q iO k Wit '" 0:00'6 'tl hi.. F AH >749 'roW AWM AN IRWRillred 11 11 0 The F Muld Wireresistancesarebaseduponanambienttemperatureof72degreesr * Because of th a mi n i mal d i fference between solid and stranded wire n o differential was made. 5495 (2l PSE BATTERY CALCULATIONS SCALE: NOT TO SCALE Fa r e n h t Y= Panel ID: IFP -1000V IP Lad#W: JELECTRIC ROOM Gcbiai,Pt4lpct404*it; Project Name. L A FITNESS - SANFORD Project 1D: F49ol 17 00 Prepared 6y:R REYNOSO O tlr' 8/3112017 Model: IFP-1000VIP Add. Fin Alarm Control Vohs: 24 VDC Standby Hour: 24 /Uarrn Mins: 15 Dwelling Factor 1.2 Vlagaps Drop Yom" Threshold %: Max MC Ctrm t 3.0 Amps Max Panel Current 6.0 Amps Part.# Description Qty Mini Slanift We AM 04fis Per Alarm 6 Type 1000 Ft, (ft) Actual Vob %Drop Orwft Ohms EOL fgP4 IFP-1000 Addr Fire Panel R.REYNOSO 0,215 0.385 ' 0M. � n r l �Ih'VI'µ'i r' 'Il wii^li.,°4ywaialhi' 014 Stranded m ,, , 363 1,83 1797 1191% x14 Stranded •]� 1. 260 , , .. ,�. tl 6.62% S Addr. Input Mod 0 000 0 000 SD500-MM Mini -Input Module 0.000 0.000 $0500AW Addr Relay Module 0.000 0.000 805W*.S Addr Pull Station 0.000 0.000 SD50S AS 1 - Addr. Ion Smoke Det 0 000 0.000 SD505.AHS Addr Heat Detector 0000 0.000 SD505-APS Addr. Photo Smoke Del 0.000 0.000 SDW OUCM Addr Duct w/Relay 0.000 oboe 6050&0= Addr. Dunt 0.000 0-000 SD500.ANM Addr. Notification Module 0.000 0.000 SD500-LED '` Addr. LED Module 0 000 0.000 Addr Smoke Det Mod "" 0.000 0,000 $050 4WO ° Addr. Det. Relay Base 0 000 0 000 . :Addr. Det Sounder Base 0.000 0.000 SD505.018' Addr Det Isolator Base 0000 0.000 SD500 LIIA Line Isolation Module 0.000 0.000 5815X SLC Expander 0.000 0.000 RA400 LCD Remote Annunc 0.000 0.000iY RA -1000 LCD Remote Annunc 0.000 0 000 SedadParallel Module 0.000 0.000 5408 '+ Power Expander 0.000 0.000 RPS 1000 Power Expander 0 000 0,000 LED Annunciator (4G) 0.000 0.000 LED Annunciator 3G 0 000 0.000 5tdk1 LED Dii�r Module 0.000 0.000 Relay Module 0.000 0666- Vs'-!'ihli Remote Microphone 0.00 0.000 Voice Control Module 0.000 0.000 VP-SWl6Zone Expander 0.000 0.000 VIP40 50 Watt Amplifier 0,010 -0 -01 P 4/O#1 NotificationAppt Circuit CIO, 0.000 1.328 Notification App Orcud ct . 0.000 1.030 PGM -UO #3 Notification Appi Circuit erg. 0.000 1.156 •14 stranded Lj52 356 1.79 1$33 10,17% P0441604 "' Notification Appl Circuit ct 0.000 0.810 1 •14 Stranded 2 337 t.M hi 6.74% PGBiA.Y 15- -NotificationApplarcuit etg, 0.000 0.000 +14 Stranded �. alt 20,40 0.00% PGM+iYO #8 Notification A Cirouil cf ToMatl $Bei r Y'4Jtnent Ur1iGli 0.000 0 225 0.000 s14 Stranded L_J 2.52 4.719 Triol Alanm Cuaent meal ,,,m Q iO k Wit '" 0:00'6 'tl hi.. F TOW Stardbiv AH Reffiftilit" SAO 'I1. Totd Command Shortcuts MAM By 7;80 Configure Circuits Print Page I=ACP BATTERY CALCULATIONS SCALE: NOT TO SCALE - GS JOB #:4901.17.00 OBAL ANCHEZ, 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 U)to WN to UJ Z O N Q� � v ' « 3F� U oc Qa 0 w W 00 n� M W ~ 0 � M � to U V) v ^ J ttpp LL. N H LL JO J cn W< WOO ¢WIC w-aVO m y= W 0 z O D z NO W W Z W W 0 X: LjZ Of LLJ W¢2=ora }o �XUrM U 0=0 LuC7>>=mOhz- } U)�0 WC) CO WO< = �\Q• J FF�� o•.• 9/7 2017 W ,n ; STATE OF <v .•' FSS% P O N A p EAG\ 0 Q FIRE ALARM CALCULATIONS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FA7,* Drawn By: Chedled By: R.REYNOSO P.FEIKEMA aC CL _. ami 0- 0 r� d z 0 Sheat Name: FIRE ALARM CALCULATIONS Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FA7,* Drawn By: Chedled By: R.REYNOSO P.FEIKEMA FLOW AND TAMPER SWITCF ON FIRE SPRINKLER RISER. M M CONTROL MODULE J RELAY FOR NATURAL GAS SHUT-OFF CMjR ECS-DUAL50V1 0 METAL HOUSING ON -BOARD ANNUNIATOR GENERAL ALARM SUPERVISORY SYSTEM TROUBLE SYSTEM SILENCE SYSTEM POWER ,OAC L j IN F) n r] 45 A ( RESET —J ((,�,� `) a 5 �6] ENTER SILENCE , U u u 48+ Kay 35 I38 7 1 2 3 �eo-eee-e� S + SG S+ N IP N IP I I� IN IP may, BLC ul SLC In !� o To phone 11nee 32 31 30 29 28 27 28 25 24 23 22 21 20 1 1 1 11 0 7 6 5 4 N.O. C N.C. N.O. C N.C. N.O. C N.C. - + A B 0 X O X TROUBLE RELAY RELAY SBUSIN U T 1101 12 3 04 1/05 U08 CIRCU11 BOARD I FACP-N 1-01 15cd OUT OUT OUT OUT OUT +- +- +- +- +- TO DEDICATED PHONE LINE # 1 111z DITEK SURGE k m SUPPRESSOR(S) DTK-MRJ3IXSCPWP (OR EQUAL) 3/4" CONDUIT IDENTIFIED A3 "FIRE ALARM CIRCUIT" I I I I FA ; cd I FAC P -N3-01 I 30cd 1/2W TO DEDICATED PHONE LINE # 2 DITEK SURGE SUPPRESSORS) DTK-MRJ31XSCPWP (OR EQUAL) METAL ELECTRICAL BOX (3) #12 WIRE FROM QTY DEDICATED 9 120 VAC POWER NOTES SUPPLY. CIRCUIT 31 BREAKER SHALL BE SYSTEM SENSOR RED WITH LOCKED — ON PROVISION. i 6 SPEAKER/STROBE - CEILING MOUNT OUTDOOR DITEK DTK-120HW SURGE SUPPRESSOR, OR EQUIVALENT DUCT SMOKE DETECTOR MONITOR MODULE #12 THHN TO RATED SPEAKER / STROBE (WALL MOUNTED) GROUND INSTALL GROUND TJ - COMMON GROUND 2W CIRCUIT LOOP FOR OUTDOOR RATED ALL BUILDINGS SILENT KNIGHT/HOCHIKI FIRE ALARM DEVICES SYMBOL LEGEND SYMBOL QTY DEVICE TYPE MANUFACTURER MODEL NUMBER NOTES El 31 SPEAKER / STROBE (CEILING MOUNTED) SYSTEM SENSOR SPSCR DEVICE TO BE 'RED" *WP 6 SPEAKER/STROBE - CEILING MOUNT OUTDOOR SYSTEM SENSOR SPSCRK MOUNT TO OUTDOOR RATED BACKBOX. SHOWER ROOMS AND POOL AREA. DUCT SMOKE DETECTOR MONITOR MODULE 3 RATED SPEAKER / STROBE (WALL MOUNTED) SYSTEM SENSOR SPSRK DEVICE TO BE "RED". WITH WIRE GUARD 2W 2W cM OUTDOOR RATED NOTIFICATION MODULE SILENT KNIGHT/HOCHIKI IN BASKETBALL COURT. C 9 STROBE - CEILING MOUNT SYSTEM SENSOR SCR DEVICE TO BE "RED *WP 1 STROBE - CEILING MOUNT OUTDOOR RATED SYSTEM SENSOR SCRK _VICE TO BE "RED INSTALLED BY FIRE SPRINKLER FACP-II O 1 FLOW SWITCH TAMPER SWITCH BY OTHERS BY OTHERS _ CONTRACTOR _ INSTALLED BY FIRE SPRINKLER SURGE SUPPRESSOR (LOW VOLTAGE) DITEK DTK-2MHLP24FWB FOR EXTERIOR SLC, PIV, FLOW, AND 2 F 1 SURGE SUPPRESSOR (LOW VOLTAGE) DITEK DTK-2MHLP24BWB TAMPER CIRCUITS. 2 -PAIR FOR EXTERIOR NAC CIRCUITS. 2 -PAIR �e 1/4W SEE END -OF -LINE RESISTOR (EOL) _ SUPPLIED BY PRODUCT VENDOR. INSTALL _ _ 1 W PLANS LLJ r - AT END OF CIRCUIT i� ,E.O.L. ADDRESSABLE FIRE ALARM CONTROL FRCP 1 FIRE ALARM CONTROL PANEL SILENT KNIGHT / FARENHYT IFP-1000ECS WITH ECS-INT50W PANEL WITH VOICE EVACUATION AMPUDER _.._._.._ .__:............ rfNP_1 1 REMOTE ANNUNCIATOR PANEL SILENT KNIGHT 5860 COORDINATE FINAL LOCATION WITH AHJ FPS—E-1 POWER SUPPLY EXPANDER SILENT KNIGHT - X 1 4 RECHARGEABLE BATTERIES POWER SONIC 12VDC SERIES CONNECTION. SEE BATTERY O_ CALCULATIONS FOR SIZING. FIRE ALARM INITIATION DEVICES SYMBOL LEGEND SYMBOL QTY DEVICE TYPE MANUFACTURER MODEL NUMBER NOTES El 5 ADDRESSABLE PULL STATION SILENT KNIGHT/HOCHIKI SD500-PS DUAL -ACTION MECHANISM Op 1 SMOKE DETECTOR - PHOTOELECTRIC SILENT KNIGHT/HOCHIKI SILENT KNIGHT/HOCHIKI SD505-APS + SD505-6AB X SD505-DUCTR DUCT DETECTOR WITH FAN SF DOWN RELAY. SD500-AIM ADDRESSABLE INPUT MODULE D 10 2 DUCT SMOKE DETECTOR MONITOR MODULE c SILENT KNIGHT/HOCHIKI M 110cd 110cd 2W 2W cM 1 NOTIFICATION MODULE SILENT KNIGHT/HOCHIKI SD500-ANM ADDRESSABLE NOTIFICATION MODULE C 2W WG SILENT KNIGHT SK -RELAY X CM 1 RELAY MODULE R O F2 W INSTALLED BY FIRE SPRINKLER FACP-II O 1 FLOW SWITCH TAMPER SWITCH BY OTHERS BY OTHERS _ CONTRACTOR _ INSTALLED BY FIRE SPRINKLER FACP-N2-07 1 FACP-II 15cd 150d Q� CONTRACTOR 0 r�- w RFMO"1�C ANN UNCIAT-OR p (B/1(:;K \/IF"'VV) En N LUIF>SVVI ICF to -s E.O.L. or IRE ALARM RISER DIAGRAMS %r 1cr "I W 'S FACP--Qi-08 FACPI0-09 FACP-N 1-02 EOLTfiT��fiT�T_1=1 ACP -N 1-03 FACP-N 1-04 FACP-N 1-05 FACP-N 1-06 FACP-N 1-07 75cd 75cd 30cd 15cd 15cd 75cd 110cd 110cd 2W 2W 1/2W U » c~ oVo 4W 2W 2W WG WG 0:N Q O F2 W E.O.L. FACP-II FAC -N2-03 FACP-II FACP-II FACP-N2-06 FACP-N2-07 FACP-N2-08 FACP-II 15cd 150d Q� 15cd 15od 30cd 110cd 110cd 1100d 1/4W o LU L 1/2W 1 W 1 W 1 W U LLJ r - i� ,E.O.L. FACP-II FACP-N3- 3 FACP-N3-04 FACP-N3-05 FACP-N3-06 30cd 30cd 15cd 110cd 110cd 1/2W 1/2W 1/2W 1W 1W I FACP-N4-01 FACP-N4-02 FACP-N4-03 FACP-N4-04 FACP-II FACP-N4-06 30cd 300d 15cd 15cd 15cd 15cd 1/2W 1/2W 1/2W 1/4W WP WP NFPA7COMECTION IFP-1000ECS ADRESSABLE FIRE (3) #1122WIRE a RE FROM DEDICATED 120 VAC ALARM PANEL WITH VOICE BREAKS SHALL SUPPLY. CIRCUIT BREAKER SHALL BE RED Wmi LOCKED ON PROVI5IKftCTRM BOX EVACUATION e m TIE INTO EXISTING PLAZA FIRE ALARM SYSTEM AS NEEDED. 9 L-814"CONDUIT IDENTIFIED AS "FIRE ALARM CIRCUIT" EDC0 /FAS120AC SURGE EDCO SUPPRESSOR NO SUBSTITUTIONS L1 O #12 THHN TO L2 O BUILDING GROUND FIRE ALARM RISER DIAGRAM SCALE: NOT TO SCALE I FACP-II FACP-II 110cd 110cd 1W 1W FACP-N4-07 FACP-II FACP-II 15cd 15cd 15cd 1/4W SILENT KNIGHT 5495 POWER SUPPLY PSE -N1-01 110cd 2W WP ;P -N4-10 15cd 1W WP PSE -N1-02 110cd 2W WP LINETYPE LEGEND SLC CIRCUIT (1-A) NAC CIRCUIT (1-N) S -BUS CIRCUIT (1-S) INITIATION CIRCUIT (1-1) SPEAKER CIRCUIT FACP-N4-11 15cd 1W WP PSE -N1-03 110od 1W E.O.L. PSE -N1-04 PSE -N1-05 PSE -N1-06 PSE -N1-07 110cd 110cd 110cd 75od 1W 1W 1W O.L. E.O.L. ;J PSE -N2-01 PSE -N2-02 PSE -N2-0? PSE -II PSE -II PSE -N2-06 PSE -N2-07 PSE -II 110cd 110cd 1100d 110cd 110cd 75cd 30cd 75cd 2W 2W 2W 1 W 1 W 1/2W WP WP WP GS JOB #:4901.17.00 OBAL AFACHEZ, INC. BUILDING SYSTEMS ENGINEERING infb@global-sanchez.com CAM 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 IRE ALARM RISER DIAGRAMS W�eq n Proj #: LI � 40;;RTI- JUMPER • - EARTH GROUND� ■ `—! Sheet No.: ■ ■ ■ ■ ■ o EOLTfiT��fiT�T_1=1 R.REYNOSO T T_1T rTTTT T:1 U PSE -N1-01 110cd 2W WP ;P -N4-10 15cd 1W WP PSE -N1-02 110cd 2W WP LINETYPE LEGEND SLC CIRCUIT (1-A) NAC CIRCUIT (1-N) S -BUS CIRCUIT (1-S) INITIATION CIRCUIT (1-1) SPEAKER CIRCUIT FACP-N4-11 15cd 1W WP PSE -N1-03 110od 1W E.O.L. PSE -N1-04 PSE -N1-05 PSE -N1-06 PSE -N1-07 110cd 110cd 110cd 75od 1W 1W 1W O.L. E.O.L. ;J PSE -N2-01 PSE -N2-02 PSE -N2-0? PSE -II PSE -II PSE -N2-06 PSE -N2-07 PSE -II 110cd 110cd 1100d 110cd 110cd 75cd 30cd 75cd 2W 2W 2W 1 W 1 W 1/2W WP WP WP GS JOB #:4901.17.00 OBAL AFACHEZ, INC. BUILDING SYSTEMS ENGINEERING infb@global-sanchez.com CAM 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 ~ OLL J � ��wz QNPWd- 0� czh TU00Dz ti V H 2 Of o_ W 2 3. CD k`I=wFxaza~ H x OfZ z U� z 0.W�Z �_3:0 V=cx_7�>=m0� x c ~ � ptw0H IRE ALARM RISER DIAGRAMS W�eq n Proj #: Issue Date: a ZON Sheet No.: .}J o 4)M M R.REYNOSO P.FEIKEMA r U c— v � 0 U » c~ oVo 0:N Q O F2 W z 00 ^� W r � M Q� » O o LU L U U LLJ r - i� T_ N ~ OLL J � ��wz QNPWd- 0� czh TU00Dz ti V H 2 Of o_ W 2 3. CD k`I=wFxaza~ H x OfZ z U� z 0.W�Z �_3:0 V=cx_7�>=m0� x c ~ � ptw0H Sheet Name: IRE ALARM RISER DIAGRAMS DEVICE LEGEND Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FA8,8 Drawn By: Checked By: R.REYNOSO P.FEIKEMA r � o i� O_ ._. m 0 a `o LL 0 z 0 Sheet Name: IRE ALARM RISER DIAGRAMS DEVICE LEGEND Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FA8,8 Drawn By: Checked By: R.REYNOSO P.FEIKEMA FIRE SPRINKLER REQUIREMENTS 61815 61G15-32.003 (1) (2) (5): (1) SCOPE OF WORK: REFER TO SHEET FS0.1 FIRE SPRINKLER SPECIFICATIONS: PART 1 - SECTION 0.01 GENERAL SCOPE (A). (2) ACCEPTANCE TEST CRITERIA: REFER TO SHEET FS0.1 FIRE SPRINKLER SPECIFICATIONS: PART 3 - SECTION 3.02 TESTING (A); SECTION 3.03 FINAL INSPECTION (A, B). (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS: REFER TO SHEET FS0.1 FIRE SPRINKLER SPECIFICATIONS: PART 1 - SECTION 0.01 (F) REFER TO SHEET FS9.1 FIRE SPRINKLER DETAILS. 61G15-32.004 (2) (a -m): (a) POINT OF SERVICE: REFER TO SHEET FS0.1 FIRE SPRINKLER SITE PLAN. (b) APPLICABLE NFPA STANDARDS TO BE APPLIED: REFER TO SHEET FS0.1 FIRE SPRINKLER SPECIFICATIONS: PART 1 - SECTION 1.01 GENERAL DOCUMENTS (A). (c) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA: REFER TO SHEET FS0.1 FIRE SPRINKLER SPECIFICATIONS: PART 1 - SECTION 0.01 GENERAL SCOPE (B,C). (d) DESIGN APPROACH: REFER TO SHEET FS0.1 FOR THE FIRE SPRINKLER SPECIFICATIONS: PART 1 - SECTION 0.01 GENERAL SCOPE (B,C). (e) CHARACTERISTICS OF THE WATER SUPPLY TO BE USED: THE FIRE SPRINKLER SYSTEM IS TO BE SUPPLIED BY AN 6" FIRE LINE AND 6" DDCV BACK FLOW PREVENTER THAT IS ATTACHED TO AN EXISTING 8" WATER MAIN. TEST HYDRANT IS LOCATED ON BALMY BEACH DR. BEHIND BUILDING. REFER TO SITE PLAN ON SHEET FS0.1. (f) FLOW TEST DATA: REFER TO SHEET FS0.1 FLOW TEST RESULTS. (g) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: REFER TO SHEETS FS9.1 FIRE SPRINKLER DETAILS. THIS RISER DETAIL INDICATES THE LOCATION OF THE CONTROL VALVES, FLOW SWITCHES AND ALARM BELLS THAT ARE REQUIRED. REFER TO "GENERAL NOTES" ON THE RISER DETAIL. SHEET FS0.1 INDICATES THE BACKFLOW ASSEMBLIES. (h) MICROBIAL INDUCED CORROSION (MIC): REFER TO SHEET FS0.1 FIRE SPRINKLER SPECIFICATIONS; PART 1 - SECTION 0.01 GENERAL SCOPE (E). (i) BACKFLOW PREVENTION AND METERING SPECIFICATIONS: REFER TO SHEET FS0.1 FIRE SPRINKLER SITE PLAN INDICATES AN EXISTING DDCV BACKFLOW PREVENTER IS INSTALLED. 0) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS: REFER TO SHEET FS0.1 FIRE SPRINKLER SPECIFICATIONS: PART 2 - SECTION 2.01 MATERIALS (A THROUGH H). REFER TO SHEET FS0.1 FIRE SPRINKLER SITE PLAN FOR YARD EQUIPMENT COMPONENTS. THE REMOTE FDC IS TO BE INSTALLED ABOVE THE RISER CHECK VALVE AND IS LOCATED AS INDICATED ON SHEET FS0.1. (k) A DETERMINATION OF WHETHER A FIRE PUMP IS REQUIRED AND IF SO THE SPECIFIC VOLUMETRIC FLOW AND PRESSURE RATING OF THE PUMP: THE AVAILABLE WATER SUPPLY FOR THE FIRE SPRINKLER SYSTEM IS MORE THAN ADEQUATE, NO FIRE PUMP REQUIRED FOR THIS PROJECT. (1) A VERIFICATION OF WHETHER A FIREWATER STORAGE TANK IS REQUIRED ON SITE AND IF SO, A DETERMINATION OF THE SIZE AND CAPACITY REQUIRED. THE AVAILABLE WATER SUPPLY FOR THE FIRE SPRINKLER SYSTEM IS MORE THAN ADEQUATE, NO FIRE PUMP REQUIRED FOR THIS PROJECT. FIRE SPRINKLER SPECIFICATIONS PART 1 - GENERAL D. 0.01 GENERAL SCOPE A. THIS PROJECT INVOLVES THE INSTALLATION OF A NEW FIRE SPRINKLER SYSTEM FOR LA FITNESS. THE TENANT WILL REQUIRE THE DEMOLITION OF E. EXISTING SPRINKLER SYSTEM TO MEET ARCHITECTURAL REQUIREMENTS. B. GYM/ OFFICE/ BATHROOM/POOL AREAS: THESE AREAS ARE TO BE PROTECTED AS A LIGHT HAZARD OCCUPANCY. A DESIGN DENSITY OF 0.10 GPM OVER 1,500 S.F. TO BE CALCULATED FOR THESE AREAS. A HOSE STREAM OF 100 GPM TO BE INCLUDED IN THE CALCULATIONS. ALL MATERIAL DEVIATIONS REQUIRE THE APPROVAL OF THE FIRE PROTECTION ENGINEER OF RECORD AND THE LOCAL AUTHORITY HAVING JURISDICTION. SPRINKLER HEADS SHOWN ON THIS SHEET OR IN THIS PLAN SET SHALL BE THE BASIS OF THE DESIGN. IF ALTERNATES TO THE BASIS OF DESIGN ARE SUBMITTED, THE FIRE SPRINKLER CONTRACTOR SHALL PROVIDE A CLEAR, DETAILED SUMMARY IN THE SUBMITTALS OF THE DIFFERENCES BETWEEN THE SUBMITTED EQUIPMENT AND THE BASIS OF DESIGN. THE FIRE PROTECTION ENGINEER OF RECORD MAY ACCEPT OR REJECT THE ALTERNATES. EQUAL HEADS BY OTHER MANUFACTURERS WILL BE EVALUATED AND APPROVED IF FUNCTIONALLY EQUIVALENT. C. JANITOR/ STORAGE/MECHANICAL: THESE AREAS ARE TO BE PROTECTED A W N B. THE FIRE PROTECTION ENGINEER OF RECORD MAY FURNISH THE FIRE 3.02 ORDINARY HAZARD GROUP 1. MAX HEAD SPACING NOT TO EXCEED 130 S.F. 1.03 RECORD DRAWINGS E. THIS AREA IS NOT SPECIFICALLY KNOWN TO HAVE PROBLEMS WITH A. THE FIRE SPRINKLER CONTRACTOR IS REQUIRED TO MAINTAIN A STORAGE CONFIGURATION OF THE SPACE FOR THE CURRENT AND FUTURE USE OF MICROBIAL INDUCED CORROSION. NO PREVENTATIVE MEASURES HAVE COMPLETE AND ACCURATE AS -BUILT DRAWING SET. UPON FINAL A. BEEN TAKEN. INTERNAL INSPECTIONS AS REQUIRED BY NFPA 25 (2011 THE PROPERTY AS REQUIRED BY THE CODES AND STANDARDS SET FORTH IN COMPLETION OF THE PROJECT, THE FIRE SPRINKLER CONTRACTOR SHALL EDITION) MUST BE CONDUCTED BY THE OWNER OR OWNER'S SUPPLY THE GENERAL CONTRACTOR AND AHJ WITH AN AS -BUILT SET AND SUBSECTION 61G15-32.002(7), F.A.C. CONTRACTOR TO ENSURE THAT NO M.I.C. ACTIVITY IS PRESENT. SHOULD o cVo~ THE ENGINEER OF RECORD WITH UPDATED AUTOCAD FILES PRIOR TO SUCH ACTIVITY BE FOUND AT A LATER DATE, REMEDIAL TREATMENT MAY FINAL PAYMENT. Q BE REQUIRED. i5s REQUIREMENTS OF CHAPTER 24 OF NFPA 13 "SYSTEM ACCEPTANCE" THIS IS NOT A STORAGE OCCUPANCY, AN OWNER'S CERTIFICATE IS NOT REQUIRED 0 w PART 2 - INSTALLATION F. THE STRUCTURAL SUPPORT SYSTEMS FOR THIS BUILDING SHALL HAVE SHALL BE COMPLETED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. FOR THIS SUBMITTAL. ADEQUATE LOAD CARRYING CAPACITY OF 3-PSF DEAD LOAD AND THE LIVE 2.01 MATERIALS LOAD, WHICH WILL BE CONTRIBUTED BY THE FIRE SPRINKLER SYSTEM. OF RECORD, THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE 3.03 A. ALL FIRE PROTECTION EQUIPMENT AND MATERIALS SHALL BE U.L. LISTED G. THE DURATION OF THE WATER SUPPLY WILL MAINTAIN THE MINIMUM K (WHEN APPLICABLE). MINUTE REQUIREMENT OF NFPA-13 TABLE 11.2.2.1. PROTECTION ENGINEER OF RECORD. FIRE PROTECTION ENGINEER OF A. THE FIRE SPRINKLER CONTRACTOR S" PROVIDE A COPY OF NFPA 25 U B. ALL THREADED FITTINGS ARE TO BE CLASS 125 CAST IRON OR CLASS 150 H. THIS ENGINEER IS NOT RESPONSIBLE FOR MATERIALS, METHODS, MALLEABLE IRON. DRAWING AND CALCULATION MODIFICATIONS ARE REQUIRED AS A RESULT INSTALLATION AND CONSTRUCTION WHICH DEVIATE FROM THESE THE OWNER, UPON C, -: '�S PART OF THE to N DOCUMENTS AND SPECIFICATIONS. C. GROOVED FITTINGS ARE TO BE UL LISTED FOR FIRE PROTECTION SERVICE RESPONSIBLE FOR ASSOCIATED COST AT ADDITIONAL SERVICES RATES AND RATED FOR 175 PSI SERVICE. I. COORDINATE DRAWING AND DETAILS WITH THE REQUIREMENTS OF 5/A-7.5 PROPOSED BY FIRE PROTECTION ENGINEER OF RECORD TO ITS CLIENT ON B. AND 1,2,3,4,&5/a-7.5.1. LA FITNESS HAS SPECIFIC INSTALLATION D. ALL 1-1/2" AND SMALLER PIPE, U.N.O. SHALL BE THREADED SCHEDULE 40, THIS PROJECT. REQUIREMENTS FOR ALL CEILING MOUNTED ITEMS IN PUBLIC EXPOSED DOCUMENTS SHALL BE COMPLETED FOR THIS PROJECT AND DELIVERED BLACK, OR SCHEDULE 30. USE OF THREADABLE LIGHTWALL PIPE WITH CEILING AREAS. COORDINATE DRAWING AND DETAILS WITH THE GENERAL THREADED FITTINGS SHALL NOT BE PERMITTED UNLESS THE PIPE HAS A FIRE SUPPRESSION NOTES ON A-2.3.1. C. FIRE SPRINKLER CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE U.L. CORROSION RESISTANCE RATIO OF 1.0 OR GREATER. 1.01 GENERAL DOCUMENTS E. ALL 2" AND LARGER PIPE, U.N.O. SHALL BE SCHEDULE 10 GROOVED, IN 3.04 WARRANTY ACCORDANCE WITH NFPA-13 AND ASTM A 795 UNLESS NOTED OTHERWISE. A. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE INTENT OF NFPA 13 - 2010, NFPA 14 - 2010, NFPA 20 - 2010, NFPA 22 - 2008, NFPA 25 - F. EXTERIOR PIPING AND NORMALLY EMPTY PIPE (DRAINS, ETC.), SHALL BE 2011, NFPA 1142 - 2012, THE 5th EDITION OF THE FLORIDA FIRE PREVENTION SCHEDULE 40 GALVANIZED PIPE WITH THREADED GALVANIZED FITTINGS, CODE AND/OR THE REQUIREMENT OF THE AUTHORITY HAVING U.N.O. ONE YEAR FROM FINAL ACCEPTANCE OF ALL WORK. JURISDICTION. LL G. ALL HANGERS TO BE ACCORDANCE WITH NFPA-13.TRAPEZE HANGER B. THE FIRE SPRINKLER WORK SHALL INCLUDE FURNISHING ALL LABOR, SHALL BE UTILIZED WHERE NECESSARY TO COMPLY WITH THE HANGER EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND REASONABLY SPACING OF NFPA 13. INCIDENTAL TO THE PROPER COMPLETION OF ALL FIRE SPRINKLER WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL MATERIAL SHALL BE PART 3 - EXECUTION NEW. C. A SEPARATE PERMIT SHALL BE REQUIRED FOR THE FIRE SPRINKLER WORK. 1.02 SHOP DRAWINGS AND SUBMITTALS A. THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE A "MATERIAL SUBMITTAL PACKAGE", AND SUBMIT TO THE ENGINEER AND AUTHORITY HAVING JURISDICTION, FOR APPROVAL.THE FIRE SPRINKLER CONTRACTOR MAY ELECT TO RESUBMIT THE ENGINEERING DRAWINGS WITH ITS COMPANY INFORMATION SUBSTITUTED FOR THE FIRE PROTECTION ENGINEER OF RECORD, ALONG WITH ADDED FABRICATION AND COORDINATION NOTES, IF REQUIRED. THE USE OF THE FIRE PROTECTION ENGINEER OF RECORD'S DRAWINGS FOR SHOP DRAWINGS DOES NOT RELIEVE THE FIRE SPRINKLER CONTRACTOR OF THE RESPONSIBILITY FOR FIELD COORDINATION AS WOULD BE REQUIRED IF IT HAD PRODUCED SHOP DRAWINGS FROM SCRATCH. THE FIRE SPRINKLER CONTRACTOR SHALL VERIFY ALL QUANTITIES AND IMMEDIATELY NOTIFY THE FIRE PROTECTION ENGINEER OF RECORD IN WRITING OF ANY DISCREPANCIES SO THAT A RESOLUTION CAN BE FORMULATED. THE ENGINEER OF RECORD MAY FURNISH THE FIRE SPRINKLER CONTRACTOR WITH AUTOCAD VERSION 2004 DRAWINGS PREPARED WITH HYDRACAD SPRINKLER DESIGN SOFTWARE FOR USE IN MAKING WORKING DRAWINGS AND AS-BUILTS. FIRE PROTECTION ENGINEER OF RECORD WILL NOT SIGN AND SEAL ANY SHOP DRAWINGS CREATED BY CONTRACTOR. 3.01 INSTALLATION A. INSTAI w.AI-L CONFORM TO NFPA-13 (2010 EDITION) AND THE 5th EDITIO, PREVF"'- ,I COnF APPLICABLE REQUII . , t ABNORMAL CONDITIONS 1HA1 vr.:vLU rtCL olANDARD COMPLIANCE SHALL BE BROUGH i nc :; I Liv KION OF THE FIRE PROTECTION ENGINEER OF RECORD BY THE FIRE SPRINKLER CONTRACTOR, IN WRITING FOR ASSISTANCE IN THE RESOLUTION OF THE PROBLEM. B. A NOMINAL QUANTITY OF ADDITIONAL SPRINKLERS MAY BE REQUIRED TO CORRECT FIELD OBSTRUCTIONS OR PARTITION CHANGES. C. ALL PENETRATIONS THROUGH RATED WALLS/FLOORS SHALL BE FIRE STOPPED/WATERPROOFED TO MATCH THE RATING OF THE WALL/FLOOR. D. INSTALL ALL SIGNAGE PER NFPA 13 INCLUDING, BUT NOT LIMITED TO, ALL INSPECTORS TEST AND DRAINS, MAIN DRAINS, AND AUXILIARY DRAINS. E. THE FIRE SPRINKLER SYSTEM SHALL BE PRESSURE TESTED AT 200 PSI FOR 2 HOURS IN ACCORDANCE WITH NFPA 13.THE SYSTEM SHALL MAINTAIN THE TEST PRESSURE FOR THE REQUIRED PERIOD WITHOUT LOSS. ALL REQUIREMENTS OF CHAPTER 24 OF NFPA 13 "SYSTEM ACCEPTANCE" SHALL BE COMPLETED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. (m) OWNER'S CERTIFICATE. IN STORAGE OCCUPANCIES, THE OWNER'S INFORMATION FIRE SPRINKLER SPECIFICATIONS W N B. THE FIRE PROTECTION ENGINEER OF RECORD MAY FURNISH THE FIRE 3.02 TESTING CERTIFICATE IS REQUIRED FROM THE PROPERTY OWNER AS IT CLEARLY DEFINES THE FS=00 +J SPRINKLER CONTRACTOR, UP TO FOUR (4) SETS OF ENGINEERING 4 M STORAGE CONFIGURATION OF THE SPACE FOR THE CURRENT AND FUTURE USE OF c DRAWING BLUEPRINTS BEARING THE SEAL OF THE FIRE PROTECTION A. THE FIRE SPRINKLER SYSTEM SHALL BE PRESSURE TESTED AT 200 PSI FOR THE PROPERTY AS REQUIRED BY THE CODES AND STANDARDS SET FORTH IN ENGINEER OF RECORD, FOR PERMITTING DRAWINGS, IF REQUESTED BY 2 HOURS IN ACCORDANCE WITH NFPA 13.THE SYSTEM SHALL MAINTAIN THE SUBSECTION 61G15-32.002(7), F.A.C. o cVo~ THE FIRE SPRINKLER CONTRACTOR WITHIN 170 CALENDAR DAYS OF THE TEST PRESSURE FOR THE REQUIRED PERIOD WITHOUT LOSS. ALL Q DATE OF THE FLOW TEST ON THESE DRAWINGS. IF THIS TIME PERIOD HAS i5s REQUIREMENTS OF CHAPTER 24 OF NFPA 13 "SYSTEM ACCEPTANCE" THIS IS NOT A STORAGE OCCUPANCY, AN OWNER'S CERTIFICATE IS NOT REQUIRED 0 w W EXPIRED AND THE FIRE SPRINKLER CONTRACTOR WISHES TO OBTAIN SHALL BE COMPLETED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. FOR THIS SUBMITTAL. W SIGNED AND SEALED DRAWINGS FROM THE FIRE PROTECTION ENGINEER r M OF RECORD, THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE 3.03 FINAL INSPECTION FOR OBTAINING NEW FLOW INFORMATION AND PROVIDING SUCH TO FIRE K PROTECTION ENGINEER OF RECORD. FIRE PROTECTION ENGINEER OF A. THE FIRE SPRINKLER CONTRACTOR S" PROVIDE A COPY OF NFPA 25 U W RECORD RESERVES THE RIGHT TO WITNESS FLOW TEST. IF EXTENSIVE n AND MANUFACTUREF -`1 "r'A,1FNT ' ,CE CUTSHEETS TO 8 DRAWING AND CALCULATION MODIFICATIONS ARE REQUIRED AS A RESULT THE OWNER, UPON C, -: '�S PART OF THE to N OF THE NEW FLOW DATA, FIRE SPRINKLER CONTRACTOR SHALL BE APPLICATION FOR PAYMEN 1. RESPONSIBLE FOR ASSOCIATED COST AT ADDITIONAL SERVICES RATES PROPOSED BY FIRE PROTECTION ENGINEER OF RECORD TO ITS CLIENT ON B. FIRE SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATION THIS PROJECT. DOCUMENTS SHALL BE COMPLETED FOR THIS PROJECT AND DELIVERED TO THE AUTHORITY MAKING THE FINAL INSPECTION. C. FIRE SPRINKLER CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE a DESIGN SHOWN IN THIS PLAN SET SHALL BE CONSIDERED A MATERIAL 3.04 WARRANTY DEVIATION. A. THE FIRE SPRINKLER CONTRACTOR SHALL WARRANT ITS WORK TO BE `o FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE OF ALL WORK. BUILDING CONSTRUCTION NOTES CONSTRUCTION TYPE: TYPE II -B OCCUPANCY: ASSEMBLY - (A-3 & A-4) EXTERIOR WALL TYPE: MASONRY/CONCRETE BLOCK PARTITION TYPE: METAL STUD & DRYWALL STRUCTURAL SUPPORT TYPE: STEEL BEAMS, BAR JOIST & ROOF DECK TOTAL PROTECTED AREA: 33,630 SQ.FT. FIRE PROTECTION WATER SUPPLY 0 PUBLIC ❑ PUBLIC + PUMP ❑ FIRE PUMP [:]OTHER PUBLIC FLOW TEST: STATIC= 60 RESIDUAL= 52 FLOW= 1,050 SOURCE OF TEST: SEMINOLE COUNTY / UTILITY ENGINEERING DIVISION DATE OF TEST: 08-01-17 9:30 AM TEST LOCATION: BALMY BEACH & 436 FIRE PUMP DATA: RATED GPM = N/A RATED PSI = N/A STORAGE TANK SIZE: N/A ' MISC. NOTE: FIRE SPRINKL4.: SHEE' 4 � FSO.1 -FIRE SPRINKLER SPECIFICATIONS FS2.1 FIRE SPRINKLER DEMO PLAN FS4.1_ - FIRE SPRINKLER FLOOR PLAN FS9.1 - FIRE SPRINKLER DETAILS GS JOB #:4901.17.00 AtLNoBAL CHEZ, 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 J 0 Z 0� m H 2 w O Z O T z : O- �w oF-o�wza�o 0_��P¢Ofa= =¢wZzwOwOf ��§� Ofwz�wUw-O awF_ZWOfZ)!-�v OU�j0~ cf) ptwijp I— \ \A A. P\..EN. �,91 71 4 7 7 S * <v G S ON C1 FIRE SPRINKLER SPECIFICATIONS W N Issue Date: 170264 09-01-2017 ZN FS=00 +J c 4 M U c Q) . c U o cVo~ Q i5s 0 w W n z OD W N r M O K U ul) U W At n (� 8 0 to N lei �� w J 0 Z 0� m H 2 w O Z O T z : O- �w oF-o�wza�o 0_��P¢Ofa= =¢wZzwOwOf ��§� Ofwz�wUw-O awF_ZWOfZ)!-�v OU�j0~ cf) ptwijp I— \ \A A. P\..EN. �,91 71 4 7 7 S * <v G S ON C1 FIRE SPRINKLER SPECIFICATIONS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: FS=00 Drawn By:T!MCI ad By: A.CASTRO.SEGAL c 0 n 'C At 0 a `o LL 79 U) 0 r, z 0 Sheet Name: FIRE SPRINKLER SPECIFICATIONS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: FS=00 Drawn By:T!MCI ad By: A.CASTRO.SEGAL H -F., EF D C 1 `4.7 5 5.3' I 5.7 53.81 5.8 6 6.3 7 I I ! I I i I DEMU ALL EXISTING SPRIN nlnr IAI THIS; AREA. MQDIFY EXISTI HEAD SPACING AT DEMISII1, CODE COMPLIANCE IN AD' / SPACE. I I i I I I I I Y" " i i - - -- — -- _ r , 7 ! I A' -- - - - — — — 1 1 1 1 1 i -- --- — --- -- --- - -- I ! I r � (0.3) (12) (1.4 (1.81 , 2.1.1 (2.4 (N) I 1 1 t . ,.1.. ;.�... ..._, .1.�. 1. 2.8) 2 9; (3.3) (3.4) (3A (N) (3.4,1) N> 3.49 (3.5 3 8) (4.31 X4.8) (N, N) 4 9) 5 4 cN) tN) 5 6) C -) _ _ c.._ _ (5. N 0 8' 16' 32' SCALE: 3/32" = 1'-0" --�- GS JOB #:4901.17.00 OBAL j?';NCHE Z, INC. BUILDING SYSTEMS ENGINEERING info@global-sanchez.com CAM 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 J F- O O �d uu Z ¢w�waVO rn—d r�Ul=--M� Z�D Z N t- b W ww w c LL, ax S2 W M! H L a U 0 v(0 of 0 L w H Z :3 3: U OV0=wUwwt`w V—Mym.0 pW LL U)0 ~ Sheet Name: FIRE SPRINKLER DEMO PLAN In to W 0 N Issue Date: U) Z Z O N FSm2el 4-J o M M M.SEGAL U Im +j g v U 0 V v Q 0 w z W Go n� W f O it M U In U n o L� W }� LL J F- O O �d uu Z ¢w�waVO rn—d r�Ul=--M� Z�D Z N t- b W ww w c LL, ax S2 W M! H L a U 0 v(0 of 0 L w H Z :3 3: U OV0=wUwwt`w V—Mym.0 pW LL U)0 ~ Sheet Name: FIRE SPRINKLER DEMO PLAN Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: FSm2el Drawn By: Checked By: A.CASTRO M.SEGAL H.� G.5' G F.5 . E D - /C A� - U.R.R. /1 RISFR 111 D KEY NOTE DENOTED BY THIS SYMBOL. SEE PLAN. T -� _ u W I r , � I , i' I I I 1 I I I f I I I I ' I I I, r r' I I I -- -- -- -- -- _ 7_7 TZ I s -� - �-- - • � -_ ,�--- ,,- 1, -- `----- - ---- - - - - - - -- _ - - - 1 I W.T.R. t- __., _ L- r { h At AkIL 1 I I I '', ,' � i ,ri i I I J. i _. ,.V. I ♦-. I: � , " I :I: '�, :1: I: I _fl I�._.., _�I �' ,-:.� `" � y 1. I I I I I I I ,�' I L- !_ -, a •. � I '"` ' i I ;• •' ,. I — — — — : -- - _ CRIC. - - - - - -- 1 - - "- Y I -r - .12 0. t" I -� I I I 6 I- r I I i I ' I I I I :, •I: ,. I: I - - 4 I 11 �i • •, •: � � 1 �� �: , �I� I: r.,,° I I� .f- :�. I.- / LII ,1: tl: ? I; II 1 E -' t" II _ - -�-- PERST1Rl -; — _. STO. I VEST. i VEST, r ' / � I r ,' I: I' TRAINING I I— - c I I I 1 I - _ I R. I— - I - y. I � , _ 17 r" ' I I I• -------- - � f L,, _T I .. .. ,.. U., 1. .:... ... .. ".. ..., . �.. -. . -- I� -T- r I I KEYED (VOTE LEGEIVDI T F A. NEW 6" FIRE SPRINKLER SYSTEM RISER LOCATION ED BY AN EXISTING PIPE EXTENSION FROM AN EXISTING FIRE RISER. REFER TO SHEET FS4.1. B. UPRIGHT FIRE SPRINKLER HEADS TO BE INSTALLED IN BASKETBALL COURT W1 I T I G C n r WN. HEAD GUI�a M. -S TO BE AL1 ED ALONG JOISTS AS SHO C. COPPER F "„ RFA. INDICATED AS DASHED LINES D. INSTALL EXPOSED FIRE SPRINKLER LINES TIGHT TO JOIST IN OPEN GYM AREA. E. 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). F. CEILING FAN NOT AN OBSTRUCTION TO FIRE SPRINKLER DISCHARGE PER NFPA-13, SECTION 8.6.5 (2010 EDITION). G. INSTALL DIELECTRIC COUPLING. H. EXISTING PIPE EXTENSION INSTALLED TIGHT TO UNDERSIDE OF BAR JOIST AS PER ARCHITECTURAL (FIRST FLOOR PLAN - SHEET A-2.1). I. NEW FIRE SPRINKLER MAIN. J. EXISTING FIRE RISER LOCATION. K. 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. L. CONTRACTOR TO RELOCATE MAIN OUT OF ELECTRICAL ROOM IF WITHIN PANEL CLEARANCE'S NOTE: THE PIPE ROUTING SHOWN ON PLAN SHALL BE FOLLOWED BY THE FIRE SPRINKLER CONTRACTOR FOR THE SHOP DRAWINGS. PIPING LEGEND 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 UNE REPRESENTS COPPER PIPING I � I - I , r 1 , / I I / X % _- - -= - - - - - -- I � I �v E., I E O I 11 I o I I E - _- -- - n _ o I I I I I I 11 ( I I I I f I I I I I I iI I I I II I I 4 1 I II I I I� I , I I I I I I I III I I I I I I I I I I I II I I I I I I Inv tl--, T -A __1 I II ,I I I II I L171 MANUF. MODEL - - - — tj- I 11 I III I I I I:1 0 8' 16' 32' SCALE: 3/32" = 1I SPRINKLER HEADS - BASIS OF DESIGN MANUF. MODEL TYPE RESPONSE "K" ORIFICE NPT MANUFACTURER SPRK ID # TEMP. FINISH SYMBOL COMMENTS TYCO RF -11 CONCEALED PENDENT QUICK QUICK - QUICK QUICK QUICK 5.6 I 5.6 ^ � TY3531 155"F WHITE -_ . __ - POSITION DEFLECTOR 1" MIN . TO 12 MAX BELOW TOP OF STEEL WITH HEAD GUARD STANDARD SPACING PO _.. .......-..-_.__, MAX SPACING 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. INSTALL IN "WET" AREAS POOL EQUIPTMENT & STORAGE - TYCO TY FRB _ U � " --__--- __ 1 155 F BRASS TYCO EC -11 - UPRIGHT 11.2 _Q TY5137 _ 200"F - 155"F 200"F BRASS BRASS POLY WHITE Q Q C TYCO TYCO TYCO TY -FRB TY -FRB UPRIGHT 5.6 5.6 M TY313 RECESSED PENDENT TY323 TY -FRB UPRIGHT QUICK 5.6 TY313 200"F INICKEL TEFLON ® AT WOOD 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. NOTE: ALL FIRE SUPPRESSION HEADS MOUNTED IN LAY -IN CEILING TILES SHALL BE MOUNTED IN THE 2'x2' PORTION OF THE "SECOND LOOK" CEILING TILE. TYCO RF -11 CONCEALED PENDENT QUICK 5.6 t �j TY3531 155"F PAINTED ® s TOTAL 258+/ - PROVIDE CABINETS, SPARE HEADS & HEAD WRENCHES FOR EACH HEAD TYPE PER NFPA 13 - EXCLUDING DRY PENDENTS AND DRY SIDEWALLS BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY THE CONTRACTOR. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION THE SPRINKLER HEAD COUNT SHOWN ON THIS PLAN SHALL GS JOB #:4901.17.00 OBAL NICHE ZINC. 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 _I O F-�w Z aWPwaV0 > �wzapocnw m�xw Zp0z wzaw0 04—w1—=<Qw:w pU>fn 1--� x _¢ w Zcr) Z w O w IxwWQwxw�a p N I.- Of U) 0 0W wca:3 V H} U)0 clL0 � Ia 0 w 0 :� a F 0 Z Sheet Name: FIRE SPRINKLER FLOOR PLAN U0 t0 W 8N Issue Date: 170264 9 Z N FSm4el Drawn By:Checked w M M.SEGAL ;4-a g U v d o c~ Q 0 _Q W —0 M » O w M w p U t �j U) o s N }} 0 _I O F-�w Z aWPwaV0 > �wzapocnw m�xw Zp0z wzaw0 04—w1—=<Qw:w pU>fn 1--� x _¢ w Zcr) Z w O w IxwWQwxw�a p N I.- Of U) 0 0W wca:3 V H} U)0 clL0 � Ia 0 w 0 :� a F 0 Z Sheet Name: FIRE SPRINKLER FLOOR PLAN Proj #: Issue Date: 170264 09-01-2017 Sheet No.: FSm4el Drawn By:Checked By. A.CASTRO M.SEGAL 1 & 2 HOUR GYP. WALL PENETRATION SEAL System No. W -L-1049 (Formerly System No. 635) F -Rating -1 and 2 Hr (See Item 1 B) T -Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft rA NOTES: 1. GYPSUM BOARD WALL ASSEMBLY SPECIFIED TECHNOLOGIES INC. (STI) DETAIL IS SHOWN. AN EQUAL FIRE STOPPING SYSTEM MAY BE USED AS LONG AS THE RATING OF THE FLOOR / WALL IS MAINTAINED. 2. THROUGH PENETRATE - ONE METALLIC PIPE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN FIRESTOP SYSTEM. 3. FILL, VOID OR CAVITY MATERIAL - SEALANT - MIN. 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT OF CONTACT LOCATION BETWEEN THE THROUGH PENETRATE AND GYPSUM WALLBOARD, A MIN. 3/8" DIA. BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE GYPSUM WALLBOARD/THROUGH PENETRATE INTERFACE ON BOTH SURFACES OF WALL. SPECIFIED TECHNOLOGIES - SPECSEAL 100, 101, 102 OR 105 SEALANT. TYP. RECESSED PENDENT 1" DROP NIPPLE (SSP) 1-1/4" DROP FOR EXT. COV HEADS CEILING ELEVATION lBRANCH LINE TEE OR 90" ELL SEE PLAN VIEW FOR RELATIVE BRANCH LINE AND MAIN ELEVATIONS 2 PIECE RECESSED ESCUTCHEON ADJUSTMENT SEE HEAD SCHEDULE FOR FIRE SPRINKLER ----'-"'FINISH AND HEAD TYPE S9.1 FIRE SPRINKLER DETAILS SCALE: NOT TO SCALE STEEL BAR NTS PIPE SUPPORT — TYPE S01 TOP BEAM CLAMP WITH RING HANGER PLATED FERROUS THREAD ROD MINIMUM SIZE UIREMENTS BELOW MINIMUM ROD SIZES SIZES 1" - 4" - ROD SIZE = 3/8" SIZES 5" - 8" - ROD SIZE = 1/2" PE UL SYSTEM • WJ1035 SYSTEM INDEX DESCRIPTION: NFPA 13 SPRINKLER SYSTEM APPLICATION: MAX.. 4 IN. STEEL PIPE W/ CHAULK ONLY CONSTRUCTION: CONCRETE / MASONRY WALL PENETRANT: BARE METALLIC PIPE SEALANT MATERIAL / METHOD: PRIMARY PRODUCT USED: STI SPECSEAL 100 INTUMESCENT SEALANT SEALING METHOD: CHAULK AND WALK Q 1 A 5/8" MINIMUM .2 HR. RATED '• BEADMASONRY WALL ASSY. ' 2. SPECSEAL 100 SILICONE SEALANT INSTALLED TO 5/8" DEPTH FLUSH WITH BOTH SURFACES OF THE WALL FIRE SPRINKLER SYMBOL Issue Date: LEGEND � ZQN r7 FSm9e .}J o M M.SEGAL IMPORTANT FITTING TAKE-OUT NOTES: 1). WHEN GROOVED ELLS AND TEES ARE SHOWN Symbol Description Symbol Description ®0 Ceiling Height Designation 3 Pipe " Size « - - -- - CUT -IN ON THE MAINS AND/OR BRANCH LINES, THE 10-6 F -Pipe Length in Feet -Inches Q Denotes Hanger Location --- - - — GROOVED FITTING TAKE-OUT HAS BEEN REMOVED w W Denotes Rise Up or Down FROM THE ADJACENT PIPING DIMENSION TAG. Q Hydraulic Reference Points �1L VJ O UP 1 x 1 T0(Center-to-Center Unless Fabricated) 2). ALL ELEVATION CHANGES INDICATED BY A RISER E18 B5 Pipe Elev. Below Top of Steel D Standard Grooved Coupling NIPPLE, OR RISE UP/DN, ARE CENTER -TO -CENTER -- - - 18-36 OW -- - "Firelock" DIMENSIONS UNLESS CUT -LENGTH DIMENSIONS ARE Pipe Elev. Above Finished Floor ►d Grooved Coupling SPECIFICALLY SHOWN. IN OTHER WORDS, NO + TOS 20-0 Elev. of Top of Steel -] Piping Cap TAKE-OUTS HAVE BEEN REMOVED FROM THE ISER + BOS 20-0 Elev. of Bottom of Steel I -------- - NIPPLES OR RISERS (UP OR DOWN). THIS +TOB 20-0 Elev. of Top of Beam Piping Plug -- - -- --- -- INCLUDES BOTH SCREWED AND GROOVED PIPING + BOB 20-0 Elev. of Bottom of Beam AFire Sprinkler Riser Location ELEVATION CHANGES. + TOJ 20-0 Elev. of Top of Joist + BOJ 20-0 Elev. of Bottom of Joist `o - -- + TOG 20-0 Elev. of Top of Joist Girder + BOG 20-0 Elev. of Bottom of Joist Girder # L01 Line Tag (Only if Stocklisted) + TOW 20-0 Elev. of Top of Wood Truss - + BOW 20-0 Elev. of Bottom of Wood Truss A. 1 -> Main Tag (Only if Stocklisted) S9.1 FIRE SPRINKLER DETAILS SCALE: NOT TO SCALE STEEL BAR NTS PIPE SUPPORT — TYPE S01 TOP BEAM CLAMP WITH RING HANGER PLATED FERROUS THREAD ROD MINIMUM SIZE UIREMENTS BELOW MINIMUM ROD SIZES SIZES 1" - 4" - ROD SIZE = 3/8" SIZES 5" - 8" - ROD SIZE = 1/2" PE UL SYSTEM • WJ1035 SYSTEM INDEX DESCRIPTION: NFPA 13 SPRINKLER SYSTEM APPLICATION: MAX.. 4 IN. STEEL PIPE W/ CHAULK ONLY CONSTRUCTION: CONCRETE / MASONRY WALL PENETRANT: BARE METALLIC PIPE SEALANT MATERIAL / METHOD: PRIMARY PRODUCT USED: STI SPECSEAL 100 INTUMESCENT SEALANT SEALING METHOD: CHAULK AND WALK Q 1 A 5/8" MINIMUM .2 HR. RATED '• BEADMASONRY WALL ASSY. ' 2. SPECSEAL 100 SILICONE SEALANT INSTALLED TO 5/8" DEPTH FLUSH WITH BOTH SURFACES OF THE WALL SECTION A - A INSPECTORS TEST ASSEMBLY WET INSPECTORS TEST NO SCALE NTS NTS I 1). 1" COMBINATION INSPECTOR'S TEST AND DRAIN VALVE WITH PRESSURE RELIEF VALVE. AGF MODEL 1" 3011 2). TIE INTO SYSTEM RISER 3). TIE INTO SYSTEM MAIN DRAIN NEW 6• STEEL FIRE SPRINKLER RISEP EXTENSION PIPE FROM SCALE: 1/2" = 1'-0 LECTRICAL CONTRACTOR TO PROVIDE 120V AC MATERIAL DESCRIPTION =0R THE BELL AND TO /IRE THE HIGH VOLTAGE ITEM # DESCRIPTION 'ONTACTS FOR THE 1 6" 120 VAC ELECTRIC BELL W/ WEATHERPROOF BOX =LOW SWITCHES. ALARM CONTRACTOR TO WIRE 2 6" VANE TYPE WATER FLOW SWITCH (POTTER VSR-F-4) -OW VOLTAGE CONTACTS 3 6" GROOVED BUTTERFLY VALVE (VIC 705W W/ TAMPER) TO FACP. 4 6" RISER CHECK VALVE (TYCO CV -1) 5 2" MAIN DRAIN RISER GENERAL NOTES: LIC DESIGN 1. ALL OUTSIDE STEEL PIPING EXTENDING THROUGH THE EXTERIOR WALL SHALL BE GALVANIZED WITH GALVANIZED FITTINGS. I 2. ALL GROOVED COUPLINGS SHALL BE OF THE "RIGID" TYPE. 3. ALL DIMENSIONS SHOWN ARE CENTER -TO -CENTER DIMENSIONS AND SHALL BE FIELD VERIFIED BEFORE FABRICATION AND INSTALLATION. 4. ALL ELECTRICAL WIRING SHALL BE PERFORMED BY OTHERS. 5. INSTALL ELECTRIC BELL ON OUTSIDE WALL. ZAIN 6. PIPE DIMENSIONS SHOWN ARE FOR THE PIPING VALVES AND DEVICES SPECIFIED USING STANDARD GROOVED FITTINGS. 7. FIRE SPRINKLER CONTRACTOR TO INSTALL FLOW SWITCHES AND MOUNT TAMPER SWITCHES ON VALVES, FA CONTRACTOR TO WIRE. -+�• GS JOB #:4901.17.00 4 OBAL NCHEZ,INC. BUILDING SYSTEMS ENGIEERING 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 FIRE SPRINKLER DETAILS 10 CO WN Issue Date: 170264 � ZQN r7 FSm9e .}J o M M.SEGAL U A r� SECTION A - A INSPECTORS TEST ASSEMBLY WET INSPECTORS TEST NO SCALE NTS NTS I 1). 1" COMBINATION INSPECTOR'S TEST AND DRAIN VALVE WITH PRESSURE RELIEF VALVE. AGF MODEL 1" 3011 2). TIE INTO SYSTEM RISER 3). TIE INTO SYSTEM MAIN DRAIN NEW 6• STEEL FIRE SPRINKLER RISEP EXTENSION PIPE FROM SCALE: 1/2" = 1'-0 LECTRICAL CONTRACTOR TO PROVIDE 120V AC MATERIAL DESCRIPTION =0R THE BELL AND TO /IRE THE HIGH VOLTAGE ITEM # DESCRIPTION 'ONTACTS FOR THE 1 6" 120 VAC ELECTRIC BELL W/ WEATHERPROOF BOX =LOW SWITCHES. ALARM CONTRACTOR TO WIRE 2 6" VANE TYPE WATER FLOW SWITCH (POTTER VSR-F-4) -OW VOLTAGE CONTACTS 3 6" GROOVED BUTTERFLY VALVE (VIC 705W W/ TAMPER) TO FACP. 4 6" RISER CHECK VALVE (TYCO CV -1) 5 2" MAIN DRAIN RISER GENERAL NOTES: LIC DESIGN 1. ALL OUTSIDE STEEL PIPING EXTENDING THROUGH THE EXTERIOR WALL SHALL BE GALVANIZED WITH GALVANIZED FITTINGS. I 2. ALL GROOVED COUPLINGS SHALL BE OF THE "RIGID" TYPE. 3. ALL DIMENSIONS SHOWN ARE CENTER -TO -CENTER DIMENSIONS AND SHALL BE FIELD VERIFIED BEFORE FABRICATION AND INSTALLATION. 4. ALL ELECTRICAL WIRING SHALL BE PERFORMED BY OTHERS. 5. INSTALL ELECTRIC BELL ON OUTSIDE WALL. ZAIN 6. PIPE DIMENSIONS SHOWN ARE FOR THE PIPING VALVES AND DEVICES SPECIFIED USING STANDARD GROOVED FITTINGS. 7. FIRE SPRINKLER CONTRACTOR TO INSTALL FLOW SWITCHES AND MOUNT TAMPER SWITCHES ON VALVES, FA CONTRACTOR TO WIRE. -+�• GS JOB #:4901.17.00 4 OBAL NCHEZ,INC. BUILDING SYSTEMS ENGIEERING 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 U_ JO WZ ¢ W�- W m u o �Za :-W WF-=<CWaO i¢ix WZZWOwIr Q_WOfC/)WU�/Wj�O dW HZOf Lu� uj Lu 0 0 M: Lu=C92>=mOt=- CO o Cn WO g H P ••��CE 3F•C'9l 0 454: 9 -17 W 0 1 O P•' �,� /ON L o rn 0 FIRE SPRINKLER DETAILS 10 CO WN Issue Date: 170264 � ZQN r7 FSm9e .}J o M M.SEGAL U r� a �n U « o00 o r- vo Q o a w W z aD n �1L VJ r M Q, « OW U m S n ILL. W U_ JO WZ ¢ W�- W m u o �Za :-W WF-=<CWaO i¢ix WZZWOwIr Q_WOfC/)WU�/Wj�O dW HZOf Lu� uj Lu 0 0 M: Lu=C92>=mOt=- CO o Cn WO g H P ••��CE 3F•C'9l 0 454: 9 -17 W 0 1 O P•' �,� /ON L o rn 0 FIRE SPRINKLER DETAILS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: FSm9e Drawn By: Checked By: A.CASTRO M.SEGAL ui 'io 0 0 n m a `o uL 78 d Z 0 Sheet Name: FIRE SPRINKLER DETAILS Pmj #: Issue Date: 170264 09-01-2017 Sheet No.: FSm9e Drawn By: Checked By: A.CASTRO M.SEGAL