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HomeMy WebLinkAbout6606 Stadium Dr (4)METAL STUD FRAMING KEYED NOTES SEE STRUCTURAL ALUMINUM COPING WITH HEMMED LEADING EDGE SET IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE CLIP ANGLE -SEE STRUCTURAL METAL STUD FRAMING SEE STRUCTURAL ALUMINUM COPING WITH HEMMED LEADING EDGE SET IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE OI DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE OVER MIN. 3.20" (R-19) ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN, SLOPE - SEE ROOF PLANS O EXTEND SINGLE PLY ROOFING MEMBRANE UP AND OVER PARAPET WALL ONE LAYER OF 5/6" EXTERIOR GRADE PLYWOOD SHEATHING - USE SHIM TO SLOPE TOWARDS ROOF AS REQUIRED METAL SELF SEALING I FASTENERS AT 48" O.C, j FLASHING �t \ X%� B 6b ��---� �---� I x x I I I - A 6b / 22'-8" A.F.F. I TOP OF I MASONRY I ONE LAYER OF 5/8" EXTERIOR GRADE PLYWOOD SHEATHING - SLOPE USE SHIM TO SLOPE TOWARDS `� ROOF AS REQUIRED _ —�_ - <t - �__ LOCK FLASHING - O CONT. 4" CANT STRIP - SEE ROOF PLAN O �/8" SMOOTH SAND FLOAT STUCCO FINISH OVER PAPER BACKED GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING O �/8'' SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH RIB GALV. METAL LATH O 8" C.M.0 WALL SYSTEM - SEE STRUCTURAL DRAWINGS FOR VERTICAL AND HORIZONTAL REINFORCEMENT OSTEEL HSS JOIST - SEE STRUCTURAL DRAWINGS - - SEALANT X X — "'� 39 - SEALANT OS MILLWORK - SEE FLOOR PLANS AND INTERIOR ELEVATIONS 2x P.T. WOOD NAILER METAL STUD FRAMING SEE STRUCTURAL STONE VENEER - SEE EXTERIOR ELEVATIONS X F U 0 42 6 f-1 J 2x P.T. WOOD NAILER WITH 1/4" TAPCON SCREWS AT EACH END AND AT 24" O.C, MAX. MASONRY WALL SYSTEM - SEE STRUCTURAL STONE VENEER - SEE EXTERIOR ELEVATIONS O STEEL ANGLE - SEE STRUCTURAL DRAWINGS 10 CONT. SPRINGLOCK FLASHING BY "FRY REGLET" II CLIP ANGLE - SEE STRUCTURAL DRAWINGS 12 6" METAL STUDS - SEE STRUCTURAL DRAWINGS 0METAL ROOF DECK - SEE STRUCTURAL DRAWINGS I "TYVEK" STUCCO WRAP OVER 1/2" 14 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS EXTERIOR GRADE PLYWOOD SHEATHING 15 ROOF DRAIN - SEE ROOF PLAN 16 EXISTING STEEL BAR JOIST - SEE STRUCTURAL DRAWINGS DETAIL DETAIL O8 SCALE: 3" = 1'-0" X x D -x--x A O SCALE: 3" = 1'-0" I� � EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS IS EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS _D ----------------------------� r A I 6 TOP A.FF MASONRYS'.F.F. 12 49 12 ��----------------------------�� A I 6a I C 6c A 6 I I 60-P OF MASONRY 19 EXISTING SLAB ON GRADE 20 CLEAN, COMPACTED, TERMITE TREATED FILL 21 APPROXIMATE GRADE 22 I/2" EXPANSION JOINT MATERIAL 23 CONCRETE SIDEWALK -SEE SITE PLAN PARAPET .,. 2 3 t I , PARAPET I 24 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI 25 STEEL BEAM SEE STRUCTURAL DRAWINGS ` I I 3 I I 44 44 I 6 26CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI 2l EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS - 14'-0" AFF 35 I EXISTTOP ING B --- I PARAPET 10 6 I (VERIFY) 3 I I I TOP OF.F.F. FRAMING 9 I I I EX ST NG ROOF 1 — �� I JOIST BEARING I IS I W-10 1/2" A.F,F. - - 16 - I DECK BRG / ` I TOP OF FRAME 36 SLOPE ^ x I x x I 12 11 I `~ 46 /� / __ , i j// 18 I - --- -- - - � I %, 4l I � � � � 9 16 Ie�_JH 36 lu I D I (+/-) 14'-0" A.F.F I EXISTTOP ING I PARAPET I (VERIFY) D I I EX15TINGFROOF I JOIST BEARING I I 12'-4" AF.F. 39 I HSS BEARING 35 10 3 3i 13 ' 39 15 9 (+/-) 14'-ID A.F.F TOP EX ST�NG B PARAPET 6c (VERIFY) ---� 13'-4" A.F.F. x TOP OF x x I FRAMING x x I EX15TINGFROOF JOIST BEARING — — II'-10 I/2' A. ,F DECK BRGF/ HSS BRG LAY -IN ACOUSTICAL CEILING SYSTEM -SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 2c3 5/6" CD GYPSUM CEILING BOARD - SEE CEILING PLAN AND DETAILS 30 HSS STEEL JOIST NESTED - SEE STRUCTURAL DRAWINGS 31 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT 16" O.G. OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF 32 EX15ROOTINDG EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL O DRAWINGS 33 8" PRECAST LINTEL - SEE STRUCTURAL DRAWINGS 34 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 35 5/8" SMOOTH SAND FLOAT STUCCO FINISH ° ° ° ° _ / / / / ,, I I � I 16 36 ° - -- ° -__ _-__ --- -- ---- --- ---- -- - �� " - - - ° 30 ° 11 32 -' - I I -- 9 I -' r -- - 4 I 32 — ----- ° - - -- 5 S26 — --- I g I 32 — -- ------------ \}f 15 - ° ° I I 4 - --- 12 36 EXISTING (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS 37 DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE ° ° - x x I x 12 I 10'-ID" A.F.F. ° 44 UNDERSIDE OF 28 i I 12 I FRAMING --- °----------------- 2 31 r °<. 35 S2b J �� 2g 31 D 6 42 I I , ° ° "" " " I x x x x 10'-0 AF.F, UNDERSIDE OF FRAMING SIM 3 52b 48 6 OVER ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN. SLOPE - SEE ROOF PLANS 38 NEW MASONRY ABOVE LINTEL -SEE STRUCTURAL DRAWINGS 39 (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS 40 WELDED STEEL ANGLE FRAME - SEE STRUCTURAL DRAWINGS 41 "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS - I 12 5 35 ° - I ----------- 6 31 _-D 33 • 8'-ID" A.F.F. TOP OF MASONRY — .O OPENING 1 1 9b - D D 3b 32 6 i i II 11 35 8'-0" A.F.F. TOP OFMASONRY OPENING 42 CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS 43 STEEL ANGLE FRAMES - REFER TO STRUCTURAL 44 (I) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS 45 GROUT (U FULL COURSE SOLID WITH (1) 05 CONT. BELOW NEW - Slb ' OPENING I D D i i i li I 46 CONT. 6", IS GA. METAL TRACK WITH (2) 012 TEK SCREWS AT 16" O.G. MAX, (TYP. - METAL ROOF DECK) U.N.O. 4� CONT. 6", 14 GA. METAL PLATE WITH (2) 012 TEK SCREWS AT 6" O.C. 34 =_ MAX. (TYP. - METAL ROOF DECK) U.N.O. D 48 CONT, METAL ANGLE - SEE STRUCTURAL DRAWINGS l 49 STONE VENEER OVER SCRATCH COAT STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" flD EXTERIOR GRADE PLYWOOD SHEATHING. r � - - - Ii 32 i 6 45 32 35 35 32 --- � am am --� --- ------- --i ---� 31 35 26 22 24 23 ID' -ID" F.F.E. r 31 I 2ro I 24 21 6 , 42 I D 22 i ' 31 I 26 I 24 22 23 15 , 22 i 23 - = KEY PLAN TOP OF 19 EX STING SLAB ------ — --- I 19 ------ — --- 23 I ID'-0" F.F.E. I 19 — — — — — — — — — — 20 I 0'-0" F.F.E. I - — --- �/ a -- I TOP OF LAB I EXISTING S MILL 21 2 0 I 2-7 15TIN EXP�GSLAB �.MR. MR. --------- MR. --- -- SIM ° a • ��------------------��� --�� 5 3 4 14 Slb 14 51b 2 1 O3 WALL SECTION O WALL SECTION O WALL SECTION SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = I'-0" REVISIONS BY Q) 03, 10. 15 --- �i �� a c�oCD 6 CV CYD n—. c C o v ro r- v r x ti b c n LL. V N L • Lf-) L v 3 ti �utia N �—. Cl) V-0_:V W7 -O N o -L O: o. 0 % or. • 7 U U — Z Z _ .J J U > 0 m •� J C N 0 =0 Oj W � 0 >� 0 C MO N aU o IL �QJ0IV to 0 Q (D 000 W c L Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A6b H:\Projects`,Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-ArchitecturalA06abc-WSEC.dwg, 3/24/2015 10:39:30 AM, sharrison, Xerox 6604 PS.pc3 KEYEDNOTES MASONRY WALL 5/8" SMOOTH SAND FLOAT FINISH STUCCO METAL STUD FRAMING SYSTEM - SEE STRUCTURAL METAL STUDS (TYPICAL) - SEE METAL STUD FRAMING SEE STRUCTURAL SEE STRUCTURAL STRUCTURAL O DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE CONT. SEALANT ALUMINUM COPING WITH HEMMED LEADING ALUMINUM COPING WITH HEMMED LEADING EDGE SET IN ADHESIVE OVER MIN. 3.20" (R-19) ISO BOARD TAPERED INSULATION TO PROVIDE I/4" MIN. SLOPE -SEE ROOF PLANS EDGE OVER ICE AND WATER SHIELD ALUMINUM COPING WITH HEMMED LEADING EDGE SET IN ADHESIVE CONT, ALUMINUM FLASHING WATERPROOF MEMBRANE OVER I/2" EXTERIOR GRADE PLYWOOD SHEATHING O EXTEND SINGLE PLY ROOFING MEMBRANE UP AND OVER PARAPET WALL ONE LAYER OF 5/8" EXTERIOR ONE LAYER OF 5/8" EXTERIOR GRADE PLYWOOD SHEATHING - LOOK FLASHING GRADE PLYWOOD SHEATHING - SLOB PE USE SHIM TO SLOPE TOWARDS O CONT. 4" CANT STRIP - SEE ROOF PLAN USE SHIM TO SLOPE TOWARDS SLOPE ROOF AS REQUIRED ��� ROOF AS REQUIRED O �/8" SMOOTH SAND FLOAT STUCCO FINISH OVER PAPER BACKED �% SEALANT GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" X X x EXTERIOR GRADE PLYWOOD SHEATHING -- _ 1/8" STUCCO OVER PAPER O -1/8'' SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH RIB GALV. BACKED METAL LATH OVER -�LOCK FLASHING METAL LATH METAL SELF SEALING - "TYVEK" STUCCO WRAP FASTENERS AT 48" O.C. �, X OVER EXTERIOR GRADE D6 8" C.M.0 WALL SYSTEM - SEE STRUCTURAL DRAWINGS FOR VERTICAL � PLYWOOD SHEATHING O _ AND HORIZONTAL REINFORCEMENT 2x P.T. WOOD NAILER WITH 1/4" TAPGON SCREWS AT EACH SEALANT O STEEL HSS JOIST -SEE STRUCTURAL DRAWINGS S O DETAIL END AND AT 24" O.C. MAX. -_ 2x WOOD NAILER WITH I/4" 0MILLWORK - SEE FLOOR PLANS AND INTERIOR ELEVATIONS SCALE: 3/4" = I'-0" P.T. TAPCON SCREWS AT EACH END 0STEEL ANGLE - SEE STRUCTURAL DRAWINGS CONT. METAL TRACK (MATCH ROOF FRAMING SIZE / GAGE) FASTEN SEALANT AND AT 24" O.G. MAX. 10 CONT. SPRINGLOCK FLASHING BY "FRY REGLET" A MASONRY WALL SYSTEM - MASONRY WALL SYSTEM - 1 SEE STRUCTURAL � - SEE TO METAL STUD WITH (2) 010 TEK SCREWS AT 12" O.C. MAX. 48 ___ 6b SEE STRUCTURAL � - - II CLIP ANGLE -SEE STRUCTURAL DRAWINGS SMOOTH SAND FLOAT FIN1 SMOOTH SAND FLOAT FINISH STUCCO 12 6" METAL STUDS -SEE STRUCTURAL DRAWINGS _-�_- FINISH STUCCO I 20'-0" A.F.F. • FT I TOP OF 13 METAL ROOF DECK - SEE STRUCTURAL DRAWINGS _• 1H MASONRY I 14 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS 1 15 ROOF DRAIN - SEE ROOF PLAN 16 EXISTING STEEL BAR JOIST -SEE STRUCTURAL DRAWINGS e , • DETAIL DETAIL C O SCALE: 3/4" = I'-0" (oil 55 A O SCALE: 3" 1'-0" I� EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS O - IS EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS G D 11 43 43 Cl D EXISTING SLAB ON GRADE B SIM 6„ Cl _ i A ID A I 6c 20 CLEAN, COMPACTED, TERMITE TREATED FILL - S2b �� APPROXIMATE GRADE 1 IiI FF I z I I I 22 1/2" EXPANSION JOINT MATERIAL TOP OF ® ® ® ® I _ TOP OF•F•F. MASONRY - I I I I I I MASONRY 23 CONCRETE SIDEWALK - SEE SITE PLAN I PARAPET x X I I I I PARAPET 2 JI 4" EQ EQ EQ 4" I �` �` I 24 FINISH FLOOR MATERIAL -SEE FINISH SCHEDULES AND SHEET [DI - I - _ 25 STEEL BEAM - SEE STRUCTURAL DRAWINGS 12 Cl 6 I 44 I 26 CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI 42 44 6 2l EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS 11 43 D 14 -8 A.F.F. TOP OF CONC. I I I 35 C+/-) 14'-0 A.F.F 28 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING SIM 8 43 • a • TIE BEAM T116 - TOP OF PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS S2b 35 EXISTING PARAPET 29 5/8" CD GYPSUM CEILING BOARD -SEE CEILING PLAN AND 4 I 17 B (VERIFY) DETAILS ® ® ® ® � ° • 55 10 F'c ��� 30 HSS STEEL JOIST NESTED - SEE STRUCTURAL DRAWINGS xx �, 3 ° 13'-4" A.F.F. TOP 31 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT 16" O.C. TOP OF � ����� ���� ��� (+/-) 13'-0" A.F.F. x x OF EXISTING --------� , D 3� xx x x I FRAMING OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF ' o TOP OF ROOF DECK. I I I�VERIFYR� lI ! q I I ! •g! I 12'-8" A.F,F, IS TOP OF EXISTING D METAL DECK 13 12'-8" A.F.F. I EXISTING ROOF 32 EXISTING EXTERIOR CMU WALL SYSTEM -SEE STRUCTURAL O I min kapsmaoin,�� ����� �� I NOTE: I I MASONRY 16 - (VERIFY) I , JOIST BEARING DRAWINGS ____ ______________ PRE-ENGINEERED CANOPY IS I AND CONNECTIONS BY I ° 39 39 I IS _ 39 II'-10 I/2" A.FF. 33 8" PRECAST LINTEL - SEE STRUCTURAL DRAWINGS - DELEGATE SPECIALTY I I 16 - 15 DECK BRG / 34 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE - - - ENGINEER - CONTRACTOR TO FIELD VERIFY EXISTING I I I I 36 I 30 - 9 ° HSS BRG 35 5/8" SMOOTH SAND FLOAT STUCCO FINISH O STEEL CHANNEL /ANGLE I I LOCATIONS AND - I g �\ I I 36 EXISTING (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL COORDINATE WITH CANOPY J-8 DRAWINGS 54 CONNECTION LOCATIONS - I i 32 I I NOTIFY DELEGATE SPECIALTY ENGINEER, I I i i 12 I 3� DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE O II I ARCHITECT, ENGINEER OFAd d j j 10'-0" AFF OVER ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN, SLOPE -SEE ROOF PLANS ANY DISCREPANCIES ®� I®� 28 28 I D UNDERSIDE OF FRAMING 38 NEW MASONRY ABOVE LINTEL - SEE STRUCTURAL DRAWINGS 12 �� �� �������� ���� 9 6 r......... .. n SIM 9 - ° 48 3 II _ 39 (2) COURSE K.O. BLOCK TIE BEAM SEE STRUCTURAL DRAWINGS 40 WELDED STEEL ANGLE FRAME SEE STRUCTURAL 50 5 - S2b - DRAWINGS 53 S2b Alm SIM - S2b 53 31 35 6 41 "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD 50 SHEATHING - SEE STRUCTURAL DRAWINGS 51 I i 52 32 - 35 42 CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS 8'-0" A.F.F. 6 8'-0" A.F.F, TOP OF TOP OF 43 STEEL ANGLE FRAMES - REFER TO STRUCTURAL ` , MASONRY ��. OPENING - - D MASONRY OPENING 44 (1) COURSE K,O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS D 45 GROUT (1) FULL COURSE SOLID WITH (1) 05 CONT. BELOW NEW i OPENING 46 CONT. 11 IS GA. METAL TRACK WITH (2) 012 TEK SCREWS AT 16" O.G. MAX. (TYP. - METAL ROOF DECK) U.N.O. CONT. 6", 14 GA, METAL PLATE WITH (2) 012 TEK SCREWS AT 6" O.C. g i i 48 CONT. METAL ANGLE - SEE STRUCTURAL DRAWINGS STONE VENEER OVER SCRATCH COAT STUCCO OVER PAPER "TYVEK" - D BACKED METAL LATH OVER STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. _ '! !! 50 1/2" GYPSUM WALL BOARD -- 51 METAL STUD BOX BEAM HEADER - SEE STRUCTURAL DRAWINGS 50 52 R-19 GATT. INSULATION AS REQUIRED 53 53 EXISTING METAL STUD FRAMED WALL - SEE STRUCTURAL DRAWINGS 52 EXISTING STEEL CHANNEL - SEE STRUCTURAL DRAWINGS CONCRETE TIE BEAM - SEE STRUCTURAL DRAWINGS 6 15 6 I'dD 6 32 6 I 42 22 , r 31 15 , 34 3 24 A9a 8 - 24 -- 22 i 23 i 26 24 22 23 - 22 i 23 KEY PLAN I — — — — — — — _ — — — — 0'-0" FF.E. — 0'-0" F.F.E. I -- - -------- TOP OF ° I ��-- TOP OF __ -- TOP OF I EXISTING SLAB l ° °° XISTING SLAB `� °° EXISTING SLAB I ^ c I ° I wan ainon, 27 20 a ° ° 20 27 °• I I a ��% ��/ d I • a • ° ° I I I I • ° • a ° 2 i I 2 • • I I tI 5ri 0 14 Ib 14 Sib (DWALL SECTION O WALL SECTION 01 WALL SECTION SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" REVISIONS BY 1Q 03, 10. 15 --- f—. a r7 N 0 r F N V ro r • U 1� U N cV L N °O 3 T~ 3 3 ti 3 � o N M fs1- W �C7 1 CZ) N Q O� U- # � C U_ ' oc � Ala • %r vim. U U — Z Z ID J J U M O m J Q Li -� C U 0 O W a O L=- U c�0�'ao CL N cy- Q J to oQ� �U_ 00 W Li-c L Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A6c H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\A06abc-WSEC.dwg, 3/24/2015 10:39:19 AM, sharrison, Xerox 6604 PS.pc3 ROOM %&_0_%*10'0jrL11E_0ULE FNO; FINISW MATERIAL SCWEPULE NO. ROOM BASE FLOORS WALLS REMARKS NO. NO. ROOM BASE FLOORS WALLS REMARKS NO. Material Abb. Maker, Model, Manufacturer Doors& Trim Doors DS Algoma Birch"; -Color: To Be Determined Door Trim, Painted DTP ICVGlidden "Brown Bag" 1 OYY 35/196; Semi Gloss 01 Based Enamel Finish Cabinetry ------- Counters PL1 Formica "Mineral Sepia" 3446-58; Matte Finish Cabinets PL2 Wisonart "Shaker Cherry" 7935-07 - ------- Transaction Counters at Check In 1.5" Bullnose SS1 Cambria "Cherry brook", Counters Only Miscellaneous Crow n lVblding, Stained (See Interior CM Stain to Match Wilsonart "Shaker Cherry" 7935-07 Elevations for Location) N S E W N S E W Floors Carpet V -- Porcelain Tile Vinyl Composition Tile Base -.Carpet Porcelain Tile Base Vinyl Base Wood Base, Stained (See Interior Elevations for Location) Walls and Ceilings Paint Wood Veneer Panels, Stained (See Interior Elevations for Location) CPT PT1 I V CT CB PTB VB WB Pi P2 P3 P4 WP Provided and Installed by Ow ner ----- -- -- Pro - v - ided an I d - Installed - by Ow ner Tarkett "Oatmeal" 1356- 12" x 12" x 1/8"thick Provided and Installed by Ow ner Provided and Installed by Owner Johnsonite "Sandalwood" 45; 4" Cove Stain to Match \AAlsonar t "Shaker Cherry" 7935- 07 EC21 "Baked Scone"; Eggshell Finish on Wails -Flat -Finish on Ceilings; Epoxy Finish in Toilets ICVGlidden "Brown Bag" 1 OYY 35/196; Eggshell Finish on Walls; Epoxy Finish in Toilets - Sherw in Williams "Nomadic Desert'SW-6107; Eggshell Finish Sherw in Williams "Divine White" SW-6105; Rat Finish on Ceilings Stain to Match VMlsonart "Shaker Cherry" 7935-07 A101 WAITING PTB/WB Fri Pi Pi Pl/VVP/CM Pi Pi Soff it Front/P4 on Soffit Underside A101 B101 WAITING PTB/WB PT1 Pi Pi Pi/WP/CM Pi P1 Soff it FrontIP4 on Soff it Underside B101 A1021TOILEr PTB Fri Pi Pi Pi P2 A102 B1 02 TOILET PTB PT1 P1 Pi Pi P2 B102 A1031EXAM PTB PT1 Pi Pi Pi P2 A103 B103 EXAM PTB PT1 Pi Pi Pi P2 B103 A104 EXAM/PROCEDURE PTB PT1 Pi Pi Pi P2 A104 6104 EXAM / PROCEDURE PTB PT 1 Pi Pi Pi P2 04 B104 A105 EXAM PTB PT1 P2 P1 Pi Pi A105 6105 EXAM PTB Fri Pi P2 Pi Pi B105 1 05 A106 EXAM PTB PT1 P2 Pi Pi Pi A106 B1 06 EXAM PTB PT1 Pi P2 Pi Pi B961 1 0 B1 06 A 107 OFFICE CB CPT Pi Pi Pi P3 A 107 B107 OFFICE CB; CPT Pi Pi Pi P3 B107 B1 07 A 108 OFFICE CB CPT P3 Pi Pi Pi A108 B108 OFFICE CB CPT Pi P3 Pi Pi B108 A109 EXAM PTB Fri Pi Pi P2 Pi A109 B1 09 EXAM PTB PT1 P1 Pi P2 Pi B1 09 A110 CORRIDOR PTB PT1 Pi Pi Pi Pi A110 B110 CORRIDOR PTB Fri Pi Pi Pi Pi B110 A111 EXAM PTB Fri Pi Pi P2 Pi A111 Bill EXAM PTB Fri P1 Pi P2 Pi Bill * 112, EXAM PTB PT1 Pi Pi P2 Pi A112 13112 EXAM PTB PT1 Pi Pi P2 Pi B1 12 A113 EXAM PTB PT1 Pi Pi P2 Pi A11316I13 ELEC_ VB V CT Pi Pi Pi Pi B1 13 A114 BREAKROOM FrB PT1 Pi Pi Pi Pi Al 141 6114 JANITOR PTB PT1 Pi Pi P1 Pi 13114 * 115 OFFICE CB CPT Pi P3 Pi Pi A115 B1 15 TOILET PTB PT1 Pi Pi Pi P2 13115 A116 CLOSET PTB Fri Pi Pi P1 Pi A116 B1 16 OFFICE CB CPT P3 Pi Pi Pi B1 16 Al 171 NURSE STATION PTB PT1 Pi Pi Pi Pi A117 B1 17 NURSE STATION PTB PT1 Pi Pi Pi Pi B1 17 A118 CLOSET FrB PT1 Pi Pi Pi Pi A118 8118 CLOSET PTB PT1 Pi Pi P1 Pi B118 A119 TOILET FrB Fri Pi Pi Pi P2 A119 4.11 9 Bi 19 TOILET PTB Fri Pi Pi Pi Pi B1 19 A120 NURSE STATION PTB PT1 Pi Pi Pi Pi A120 B120 NURSE STATION PTB PT1 Pi Pi Pi Pi B120 A121 CORRIDOR PTB Fri Pi Pi Pi Pi A121 B121 CORRIDOR PTB PT1 Pi Pi Pi Pi B1 21 A122 RECEPTION PTB Fri P1 P1 P1 Pi A122 1221 ION PTB Fri Pi Pi Pi Pi B122 A 1231 CORRIDOR PTB Fri P1 P1 Pi Pi IA123 B1231COF;PJDOR PTB PT1 Pi Pi Pi Pi 6123 OFFICE ,n­ 013r ■ OFFICE A10-1 m77" L.— J 1 1:0— L 9IA-1a EXAM ■ 9IA1a "-"EXAM A105 MIRK. M-2 — 211 EXAM � �(Q PROCEDURE cQ A104 0 El EA 1: (P 61 0 (P —J'­` EXAMz" r=xAH1./ ,EfXAM AICS A111 A112 A113 3 u!LPE bf- ZU !ZE f, AIIO 4/Alb Q, 9 Cf% /4 11 �rTION I 5/Alb 21A-110 AII-1 [ ------- --- fil I - I 01 _j 0 CLOSET NUIRSE STATION 2/Alb M192R_ A120 16 a - CLOSET OFFICE Allro A Irp MTITIT.- r _T_ L L - _J CORRIDOR 61AIb A123 I III I I ju I ff ----- T-0-il -1 FMCEPTION, go A122 t- 5/Ala '-Wise 4/Alb 2/Ala CORRIDOR A121 -Z) — ------ ING.2 _j lu EXAM (V -.7 F L 3D 110767" r _/A114 JANITOR lu 5114 _j E OFFICE FIF __1 91� f r\ OFFICE CORRIDOR 5123 0 lr-,-.l U o (V RECEPTION r 5122 -q E@ ER XAM �61 EXAM E9 5111 510S CORRIDOR 5110 4/A7 Q, � ,Q � STATION 5/A1b 1411111001 2/Alb 5111 MIRK: REVISIONS BY 03.10.15 --- 00 '-T M c�o M 7 0 0 0 E L) Lo 0 00 0 r- U) cu C: E E, r­ C'4 Cn 4 _j U. luz r I qu 0 z z 05 4) 0 1- _j _j M c E v; 0 in _E Lj.. 0 E W a 0 L.L. 4- >� V) -C 0 0 CM0 1211-111111 W W W a _j 0 N a_ < Lj Lj_ m Date: 12. 23. 14 Scale: AS NOTED Mgr: Drawn: SEH Job: 14-137 Sheet 5/Ala 5/Ala NURSE SIMILAR -sill STATION 2/Alb -4,W- 5120 d L CA 2/Ala 4/Alb CORRIDOR 8121 F ------- L----- ----- WAIT 01 1 lu EXAM J r r 7 elo ANN 0 0 0 ■1 1 0 . 0 . 0 . 0 . 0 0 0 0 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 1 00000000000000000 10000000000000000C 00000000000000000 P0000000000000000q OFFICE, 00-1 L___J 'MIRR J EXAM/�` Bl EXAM / FW40CEOLM 5104 O 1 F I N I %co-FrUF FLOOR PLAN SCALE: 3116" = V-011 00 I ill I L_ lil L --------------- j 0 QI N to a' N UW v Op Project ID 0. DSH HAProjectsTrojects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-ArchitecwmIUD-FINISH.dwg, 3/24/2015 10:39:08 AK sharrison, Xerox 6604 PS.pc3 6 � o-. o-. &-v ------- o. ---- 8— — 12— —------- 16— 4 T `` I I��� ■ ■ F------------ -----------------=---------�_ L�--------- ------- L ----- ---------- -------- L"A ■ ■ ----------� ■■ ■ �------ I I I --=— 0 -----� L`� I I m 1_4 1 10 10 10 10 F 110 L 2 10 2 1 44 10 I I I F11 F1 I Nt N <I e I I I I I I I 13 I J I l 5 I slb U U I I I I I 3 6 I 4 I � 6c ■'I 12 I I I I I I I I I I L 2 I 10 10 I I 14 I i -t I I ■ I I I 12 �� �� -- ;i � �I �— �� ===�. I I I _ � �IF'll 11 IF'i e 4Jln = I 17 I I 4 I n 8 I 10 .3 I'°I 5 3 3 3 I-J 10 ` IJ ■ U IS I @ , J L� 1 1 1 L L o , 1 I ---I `�-� `� I_-�--1 �I `J I, L 10 I� f � - 17 12 I 1 16 6 I I I I I I f I a I I I I I I I I 16 � I I ■ I I I J I 15 I I I 1 3 14 1 1 I� 1 13 v 1 1 I 12 I I I I I I I I 1 I 6b I ■ -(4� 1 �.L 10 I nl 10 n n 1 IJI 1 16 tt I NOTE: 10 VERTICAL REINFORCING AT 8 O.G. MAX. THIS AREA I �� �� I -- ) I I 10 I I' EXP. JOINT SEE ARGHJ I �u - - u� J I Li ) ■ ( I 2 19 I sib I —F� - _ __ �' z � 2 i 10 1 Sib l i l ----- r— ----------------- 1 1 2 Sib I � SIM 4 10 Slb 5 Slb 4 Sib 10 _1 12 1 12 10 12 ■ _ .-� � --- ■ * 2 12 r��- I Sib 12 12 12 2 2 12 1 2 19 I I; ----- ------- -- — — -- — -- --- — ■ --------- -- — e I e @ ■ ------ ■ ■■ ---- ■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ N ■ 2 8 - VY _ = I 8 _ 8 2 _ v 8 4 2 7 1 i 6 F3 9 6 9 L-- I ! i 6 T- f 1 6 -- F2 2 I 3 I I I 2 , 1 i ilk Ili l! f j I I i L- - -- ---- ) i 1" 10'-0 3-3" 10'-0 " -0 6' " 4-0 -0 4-0 4-0 006-0 6'-0"2-4 21'-4" 22'-0" 2'-8" 33'-4" 6'-0" 40'-0" 4'-0" 129'-4" J C= OFOUNDATION PLAN SCALE: 3/16" = 1'-0" KEYED NOTES OEXISTING CONCRETE SLAB (VERIFY) 0 EXISTING MASONRY WALL SYSTEM (VERIFY) OEXISTING STEEL COLUMN (VERIFY) OEXISTING CONCRETE FOOTING (VERIFY) OS INFILL EXISTING SLAB DEPRESSION AS REQUIRED - SEE ARCHITECTURAL DRAWINGS OCONCRETE SIDEWALK - SEE SITE PLAN O8" MASONRY STEM WALL AND BEARING WALL / COLUMN WITH 05 VERT. IN GROUT FILLED CELLS AT 24" O.G. MAX, - TYP. U.N.O. OS INFILL EXISTING MASONRY OPENING AS REQUIRED - REFER TO DETAIL 3/51b O(2) 05 VERT. IN SOLID GROUT FILLED CELLS AT BEAM / GIRDER BEARING TYP. 10 PLUMBING FIXTURES - SEE ARCHITECTURAL FLOOR PLANS II ROOF DRAIN AND OVERFLOW ROOF DRAIN INSIDE MASONRY COLUMN - SEE ARCHITECTURAL DRAWINGS 12 NEW MASONRY OPENING - REFER TO ARCHITECTURAL DRAWINGS AND DETAIL 1/51b 13 EXISTING METAL STUD WALL SYSTEM WITH 6", IS GA. (600 5162-43) MIN. METAL STUDS AT 24" O.C. MAX. (VERIFY) 14 EXISTING MASONRY STEM WALL, TIE BEAM AND WALL FOOTING TO REMAIN. CUT AND REMOVE MASONRY WALL ONLY AS REQUIRED(COORD. WITH ARCH.) PATCH FLOOR SLAB AS REQUIRED 15 EXISTING CONT. 1/2" ISOLATION JOINT (VERIFY) 16 NEW 6", IS GA (600 5125-43) METAL STUD INFILL (STUDS AT EACH END AND 24" O.C. MAX) WITH 6", 18 GA, (600 5125-43) METAL TRACK TOP AND BOTTOM. FASTEN EACH END AND TO EXITING STUDS WITH (2) ROWS OF 012 TEK SCREWS AT 16" O.C. MAX. STAGGERED - NOTE: FASTEN EACH TRACK TO EACH STUD WITH (1) #10 TEK SCREW, EACH LEG AT EACH STUD (TYP.) U.N.O. 0 NEW METAL STUD OPENING - REFER TO ARCHITECTURAL DRAWINGS AND DETAIL II IS EXISTING CONCRETE / MASONRY COLUMN (DO NOT DAMAGE) 19 SIMILAR - FOUNDATION ONLY 20 4'-0" x 3'-0" MASONRY PILASTER WITH (14) 05 VERTICALS WITH 02 TIES AT S" O.C. MAX. - GROUT ALL CELLS SOLID - REFER TO 1/A6c FOR CONCRETE TIE BEAMS (8" x 16" WITH (2) 05 CONT. TOP AND BOTTOM WITH °3 TIES AT 8" O.C. MAX.) AND MASONRY TIE BEAM (8" x 16" WITH (I) 05 CONT. TOP AND BOTTOM) FOUNDATION PLAN NOTES I. CENTER ALL FOOTINGS BELOW WALL OR COLUMN U.N.O. 2. TOP OF FOOTING ELEVATION TO BE (-) I'-4" B.F.F. TYP. U.N.O. (MATCH EXISTING) - PROVIDE 12" MIN. SOIL COVER OVER ALL EXTERIOR FOOTINGS - CONTRACTOR TO COORDINATE TOP / BOTTOM OF FOOTING ELEVATIONS WITH EXISTING SITE CONDITIONS - CONTRACTOR TO FIELD VERIFY FOOTING ELEVATIONS AND NOTIFY ARCHITECT/ ENGINEER OF ANY DISCREPANCIES 3. REFER TO ARCHITECTURAL SITE PLANS FOR EXTERIOR SLAB AND SIDEWALK INFORMATION 4. REBAR REQUIREMENTS FOR MASONRY WALLS ARE TO INCLUDE (3) 05 REBAR IN CONCRETE FILLED CELLS AT EACH CORNER (U.N.O.) - (1) 05 REBAR IN CONCRETE FILLED CELL ON EITHER SIDE OF MASONRY OPENINGS AND AT 24" O.C. MAX. (U.N.O.) - HOOK REINFORCING INTO FOOTING AND LAP SPLICE WITH CONT. REINFORCING - REFER TO PLAN FOR ADDITIONAL SPECIFIC REINFORCING 5. REBAR REQUIREMENTS FOR INFILL MASONRY WALLS ARE TO INCLUDE 05 REBAR AT 45" O.C. MAX. (U.N.O.) - REFER TO PLAN FOR ADDITIONAL SPECIFIC REINFORCING FOOTINCap SCHEDULE MAR SIZE DEPTH REINFORCING REMARKS K I6' MIN. (TOP OF FI 4'-6" x 6'-8" FTG = (8) "5 SHORT WAY T 4 B 12 TOP OF (6) 5 LONG WAY T 4 B EXISTING 12" MIN. (8) 05 SHORT WAY T 4 B F2 T-4" x 5'-4" (MATCH (6)15 LONG WAY T 4 B 1,2 EXISTING) 12" MIN. (5) 5 EACH WAY F3 4'-0" x 4'-0" (MATCH TOP AND BOTTOM 1,2 EXISTING) 12" MIN. (3) 05 CONT. T 4 B F4 T-O" x CONT. (MATCH 05 TRANSV. AT 16" O.C. T 4 B 1,2 EXISTING) 12 MIN. (5) 05 EACH WAY F5 4'-0" x 4'-0" (MATCH TOP AND BOTTOM 1,2 EXISTING) 12" MIN. (6) 05 EACH WAY F6 5'-4" x 5-4" (MATCH TOP AND BOTTOM 1,2 E ISTI ) 12" MIN. (5) 05 SHORT WAY T4 B FT I' -0" x 4'-0" (MATCH (2) 5 LONG, WAY T4 B 1,2 EXISTING) I. TOP OF FOOTING l-) I'-4" B.F.F. (MATCH EXISTING) 2. DRILL AND EPDXY FOOTING REINFORCING INTO EXISTING FOOTING, 8" EMBED (TYP.) U.N.O. REVISIONS BY 1Q 03, 10. 15 --- �i Cn CV E v � ti U a ti v G U N s. v ~ E Q o 3 ti Cn � c E o CV 64 M U. V) O V " z z --°p.�;o- a 0:I Rai � 0, 0�CQ U Cn U (0 ca u') 0400 z � � I C 00 O J L0 zLLJ rnz o w W o C" F— z U zLL- • x C—D C � � zu� o-C o ao C JLO Li I Q N ¢ I) o -� j = (r7 c� 3 N D C) — Z J J U O m •L- J � < C W —0 =)— 0 0 =U m� —=pt > Li L.L.P0 0 U �O (/) as .0 Q) (D N Q 0 J 0 Q (a E U_ Op J Ld L-m Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet S1a H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\SOla-FND.dwg, 3/24/2015 10:38:56 AM, sharrison, Xerox 6604 PS.pc3 EXIS MET WALL EXI SL< (VE EXISTING FOUNDATION SYSTEM (VERIFY) — REFER TO FOUNDATION "2 TIES - REFER TO PLAN GROUT SOLID BELOW GRADE W zu GROUT ALL ° iv Q �:ELLS,4ur—> A BELOW GRADE — a ° d_ c 4 4 ° d d• • • 4 d d v 44 ° 64 o d 4 d° \ 8" IBE CONCRETE FOOTING - REFER TO FOUNDATION PLAN REFER TO FOUNDATION PLAN MASONRY PILASTER - REFER TO PLAN SIDEWALK - SEE ARCHITECTURAL a E" ~ SN � e�X = W : N z = a.. J w U in GLEAN, COMPACTED, TERMITE TREATED FILL EXISTING MASONRY WALL SYSTEM - REFER TO PLANS EXISTING SLAB (VERIFY) —7 EXISTING FOUNDATION SYSTEM (VERIFY) — REFER TO FOUNDATION PLAN MASONRY WALL SYSTEM WITH HORIZ. JOINT REINF, AT 16" O.C. MAX.- REFER TO PLANS GROUT ALL CELLS SOLID BELOW GRADE APPROX.GRADE� W U t ° � d4 d° 4 - i u 05 VERT. AT 24" D.G. MAX. AT BUMP OUT - REFER TO PLAN FOR ADDITIONAL SPECIFIC RE INFORCING SIDEWALK - SEE ARCHITECTURAL \ d a, \ Z: 9�W v, z= • W CONCRETE FOOTING - REFER TO FOUNDATION PLAN REFER TO FOUNDATION PLAN U icl GLEAN, COMPACTED, TERMITE TREATED FILL NOTE: FOR I0'-0" OPENINGS, INSTALL (1) COURSE REMOVE AND K.O. BLOCK WITH (1) 05 CONT. ABOVE LINTEL AND RECONSTRUCT MASONRY GROUT SOLID WITH LINTEL ABOVE LINTEL ONLY AS REQUIRED KNOCK OUT HOLE TO POUR SOLID WITH CONCRETE NEW 8" P.G. CONCRETE LINTEL WITH (1) 05 BAR - 8" MIN. BEARING EACH SIDE - POUR SOLID WITH CONCRETE 8" MIN BEARI G i k` 'I l DRILL AND EPDXY (1) I EACH 4ND r I r 36" LONG 05 BAR 6" INTO EXISTING TIE BEAM i 8 LINTEL BRG. { i t SEE PLAN I; "5 x 2'-0" x 2'-0" HOOK EACH END 3 AS; € f f CUT EXISTING GMU FOR � I 1 � s x �" CUT EXISTING C.M.U. A5 REQUIRED t � REQUIRED FOR rCUT LLrTING bF EAS B T A�OI*lT�NUOU-- I INSTALLATION OF (1) 05 BAR FROM SLAB TO NEW LINTEL LAP AND r r ' CONTINUOUS FROM SLAB TO ---TATtAC14-TC7NEIW-1:5Y,WEt;4T--5LA6-ANDS_1. TIE BEAM -LAP AND 'HOOK BAR AT' LINTEL - POUR SOLID -ACH I > t i ATTACH TO NEW DOWELS AIr- k j y AS REQUIRED -POUR _ SIDE OF E�,CH _ -_ _ _ (,T7P) UN.O. r I 1 SOLID WITH CONCRETE - rT _OPENING _ _ - _ --i f REFER TO PLAN FOR T - . L - QUANTITY OF ADDITIONAL CELLS REQUIRED EXI-StING GMU T07- ; o f'1 1 _j I k f REQUIRED i f l; DRILL AND EPDXY ll) 36" L LONG 05 BAR roll INTO EXISTING CONCRETE SLAB �. r r l r-- f 'f !� TOP OF SLAB SEE FLOOR PLAN 1G)l DETAIL J(DI DETAIL DETAIL SCALE: 3/4" - I'-0" SCALE: 3/4" - I'-0" 101 SCALE: 3/8" = I'-0" EXISTING MASONRY WALL SYSTEM - REFER TO PLANS EXISTING SLAB (VERIFY) —7 EXISTING FOUNDATION SYSTEM (VERIFY) — REFER TO DUNDAT ION PLAN MASONRY i' WALL SYSTEM ' WITH HORIZ. JOINT REINF. AT 16" O.G. i MAX.- REFER TO PLANS APPROX. f/ / / GRADE SIDEWALK - '�;' ; SEE ARCH. DRAWINGS r -� �— 05 VERT. AT 24" O.G. MAX. AT BUMP OUT - REFER TO PLAN FOR ADDITIONAL SPECIFIC REINFORCING i i SIDEWALK - SEE ARCHITECTURAL DRAWINGS ° d4 =L,4N U E X ` W d • •a °• •°° zz o � d i64° d d°Lu EMBE CONCRETE FOOTING - REFER TO VCLEAN, COMPACTED, FOUNDATION PLAN TERMITE TREATED FILL REFER TO FOUNDATION PLAN VERTICAL REINF. ADJACENT TO OPENING PER PLAN - REFER TO 1/51b (SIM.) FOR ADDITIONAL INFORMATION 04 DOWELS I'-6" LONG AT 16" O.C. DRILL AND EPDXY INTO EXISTING MASONRY (b" EMBED) EXISTING FULLY GROUTED / REINF. MASONRY CELL - CONTRACTOR TO FIELD VERIFY AND INSTALL AS REQUIRED - REFER TO 1/61b EXISTING CONCRETE SLAB DOWELS TO MATCH FOOTING REINF. x 2'-8" LONG, DRILL AND EPDXY INTO EXISTING FOOTING, 8" EMBED (TYP.) U.N.O. d \/F 'OTING SYSTEM LEAN RETE EXISTING Q NEW CONCRETE FOOT(NCxi SURFACE AND APPLY SEE FOOTING SCHEDULE A CHEMICAL BONDING AGENT J(DI DETAIL I 0 1G)l DETAIL I I EXISTING STEEL CHANNEL - VERIFY NEW (2) 6", 18 GA. (600 5162-43) FULL HEIGHT METAL STUDS WITH 14 GA. CLIP ANGLE TOP AND BOTTOM NEW (2) 6", IS GA. (600 51(o2-43) METAL JAMB 5TUD5 EXISTING SLAB / FULLY GROUTED 5TEMWALL A J 14 GA. CLIP ANGLE AND SIMPSON LSTAI2 EACH END OF HEADER CLIP ANGLES TO BE L 3" x 1 1/2" x 14 GA. x 0'-3" (MIN,) WITH (4) 010 TECK SCREWS TO METAL STUD5, (2) 0.145"O PDF TO STEEL, AND (2) 1/4"0 x 1 3/4" TAPCON SCREWS TO CONCRETE / MASONRY (TYP.) U.N.O. BOTTOM OF EXISTING CHANNEL 6", IS GA, (600 5162-43) METAL STUDS AT 24" D.C. MAX. WITH 6", IS GA. (600 T125-43) METAL TRACK TOP AND BOTTOM AND 16 GA. CLIP ANGLE TOP AND BOTTOM ro", IS GA. (600 5162-43) METAL STUD BOX BEAM HEADER WITH roll 18 GA. (600 T125-43) METAL TRACK TOP AND BOTTOM - FASTEN EACH TRACK TO EACH STUD WITH 010 TEK SCREWS AT 6" O.G. MAX. - REFER TO 3/A6c (2) CELLS SOLID AT sIG CONSTRUCTION ° APPLICABLE) 6" AT V' O.C. DRILL KY INTO EXISTING R. (6" EMBED) NEW 5'-0" (MAX.) (2) 2" x 14 GA. x 0'-6 1/2" AT 8" >PENING REFER TO FROM TOP AND BOTTOM AND 16" PLAN AND ARCH. O.C. MAX. (1-EACH FACE) - FASTEN DRAWINGS TO EACH STUD WITH (2) 010 TEK I wfl I , I SCREWS (NOTE: 3 1/2 LONG ABOVE --- - - BOX BEAM HEADER ' L TOP OF HORIZ. JOINT REINF. SLAB AT 16" O.C. NEW MASONRY IN -FILL EXISTING MASONRY CONSTRUCTION O DETAIL (DI DETAIL SCALE: 3/8" - I'-0" SCALE: 3/4" - I'-0" REVISIONS BY .1� i o 00 0 t— ►� ° o E d Y 5 G- ° �� ❑ V N 'u 3 w N o ./ a � u C ti O E o .c a N Cl) a Lj co to cc try IN 00 z (0 � � I ZL� 00 LID �� 0)Z° Lij W S Oa ~� z�Z-j • x (2 Lee z ) o �: �> W U 0 �� 00 tn' � _co a� u oC o 0 �U U cr. _Opr) J 00 30 o " a U C7 — Z Z Q .J J U O m �L J 0 LL. t C W 3 h ° O 7 — V .- C.) 0 W LA— O j 0 V C �O N as N to N CX Q J �fV 0 Q c0 o 0 W � Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet S 1 b H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\SOlb-FND DETAILS.dwg, 3/24/201510:38:48 AK sharrison, Xerox 6604 PS.pc3 ii a OROOF FRAMING PLAN SCALE: 3/16" = 1'-0" KEYED NOTES OEXISTING STEEL BAR JOISTS AT 48" O.G. (FIELD VERIFY) OEXISTING STEEL BEAM (FIELD VERIFY) 0 EXISTING STEEL COLUMN BELOW (FIELD VERIFY) O4 EXISTING MASONRY BEARING WALL BELOW (FIELD VERIFY) WITH NEW MASONRY PARAPET - SEE DETAIL 6/62b OHSS 1 1/2" x 1 1/2" x 1/4" (NESTED) AT EACH END AND 24'' O. C. MAX. - WELD TO STEEL ANGLE AND STEEL BEAM OHSS 1 1/2" x 1 1/2" x 1/4" (NESTED) AT EACH END AND 12" O. C. MAX. - WELD TO STEEL ANGLE AT EACH END Ol CONT, L 3" x 3" x 1/4" WITH 3/4"0 HILTI HIT-HY10 ADHESIVE ANCHORS AT 4" FROM END AND 24" O.C. MAX. - 6 3/4" EMBED OS CONT. L 3" x 3" x 1/4" WELD TO EACH FRAME / HSS 0 L 3" x 3" x 1/4'' WELDED (ALL AROUND) STEEL ANGLE FRAME AT (+/-) 6" FROM EACH END AND 45" O.G. MAX WITH (3) 3/4"0 HILTI HIT-HY10 ADHESIVE ANCHORS - 6 3/4" EMBED - SEE DETAIL 2/62E I0 BOLT FRAME (TOP / DIAGONAL MEMBERS) TO MASONRY COLUMN WITH (4) 3/4"0 HILTI HIT-HY10 ADHESIVE ANCHORS, 4" EDGE DISTANCE / 6 3/4" EMBEDMENT II EXISTING MASONRY BEARING WALL BELOW (FIELD VERIFY) 12 NEW RTU - CONTRACTOR TO FIELD VERIFY JOIST LOCATIONS AND COORDINATE RTU LOCATIONS WITH MECHANICAL - REFER TO DETAILS 4/62c AND 5/62c 13 NEW EXHAUST FAN - CONTRACTOR TO FIELD VERIFY JOIST LOCATIONS AND COORDINATE FAN LOCATIONS WITH MECHANICAL - REFER TO DETAILS 4/62c AND 5/62c 14 EXISTING METAL ROOF DECK WITH (3) 5/&"0 PUDDLE WELDS EACH SUPPORT (MIN.) AND (3) 010 TEK SCREW SIDE LAP FASTENERS (MIN.) EQUALLY SPACED - CONTRACTOR TO FIELD VERIFY AND INSTALL AS REQUIRED 15 EXISTING METAL ROOF DECK WITH (3) 5/8"O PUDDLE WELDS EACH SUPPORT (MIN.) AND (1) 010 TEK SCREW SIDE LAP FASTENERS (MIN.) EQUALLY SPACED - CONTRACTOR TO FIELD VERIFY AND INSTALL AS REQUIRED 16 REFER TO 6/52c FOR STEEL BEAM TO MASONRY CONNECTION Il EXISTING ROOF JOISTS REQUIRING REPAIR - REFER TO DETAILS 1/52c, 2/52c, AND 3/52c 18 L 6" x 4" x 5/16" (L.L.H.) WELDED STEEL ANGLE FRAME (3-LOCATION6: (+/-) 6" FROM TOP, (+/-) 2" ABOVE EXISTING PARAPET AND (1) EQUALLY SPACED) - FASTEN TO NEW MASONRY WALL WITH (4) 3/4"41 HILTI HIT-HY10 ADHESIVE ANCHORS - 6 3/4" EMBED - FASTEN EACH METAL STUD TO STEEL ANGLE WITH 14 GA. CLIP ANGLE - REFER TO 2/A6c FOR ADDITIONAL INFORMATION EXISTING STEEL FRAMING WITH METAL STUD IN -FILL BELOW 20 EXISTING STEEL FRAMING WITH METAL STUD IN -FILL BELOW AND METAL STUD PARAPET ABOVE - REFER TO DETAIL 8/52b 21 METAL STUD BOX BEAM HEADER - REFER TO 6/8lb 22 NEW MC 12x31 - REFER TO 1/52b 23 EXISTING CONCRETE / MASONRY COLUMN BELOW (FIELD VERIFY) 24 6", IS GA. (600 6162-43) METAL STUDS AT EACH END AND 16" O.C. - SEE DETAIL 8/62b 25 4'-0" x 3'-0" MASONRY PILASTER WITH (14) "5 VERTICALS WITH "2 TIES AT 8" O.G. MAX. - GROUT ALL CELLS SOLID - REFER TO I/A6c FOR CONCRETE TIE BEAMS (8" x 16" WITH (2) 05 CONT. TOP AND BOTTOM WITH 03 TIES AT 8" O.C, MAX.) AND MASONRY TIE BEAM (6" x 16" WITH (1) 05 CONT. TOP AND BOTTOM) 26 NEW CS x 11.5 x 15'-0" (CENTERED ON EXISTING STEEL BEAM) - REFER TO 10/82b 21 (2) FULL GROUTED / REINFORCED MASONRY CELLS - CONTRACTOR TO FIELD VERIFY AND INSTALL GROUT / REINFORCING AS REQUIRED 28 WEB AND SEAT REPAIRS REQUIRED AT BOTH ENDS OF JOIST ROOF FR AM INCH PLAN NOTES 1. CONTRACTOR / ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING. 2. rz7777= INDICATES 8" x 8" PRECAST CONCRETE U-LINTEL WITH (1) 05 AND 8" END BEARING - SEE DETAIL 1/61b 3. ® HATCH INDICATES ro", IS GA. (600 8162-43) METAL STUD WALL WITH STUDS AT 16" O.C. MAX. WITH CONT. 6", IS GA. (600 TI25-43) METAL TRACK TOP AND BOTTOM 4. NEW METAL ROOF DECK TO BE 1 1/2" DEEP, 22 GA., GALVANIZED, TYPE "B" - FASTEN ROOF DECK WITH (4) 5/8"0 PUDDLE WELDS AT EACH SUPPORT, (4) 010 TEK SCREW SIDE LAP FASTENERS (EQUALLY SPACED BETWEEN SUPPORTS), AND 5/8"0 PUDDLE WELDS AT 6" O.C. MAX. EDGES 5. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS - REFER TO ARCHITECTURAL FOR MASONRY OPENINGS AND ALL DIMENSIONS NOT SHOWN 6. REFER TO 1/52c FOR WIND DESIGN CRITERIA REVISIONS BY Q) 03, 10. 15 --- i �� TC r cc Cn V N CO 0 CL �--� C s o (D ` U C . V N L t E '^ Q E?-0 C 00 3 r ~ 3 3 ti N CCn a`i v p [ E ~o� N L) W�E-f�.�: „E V) yam ,0= .0 a H 0 O O : G4 x 0 ' r oxEy n0 Cq U cn QJ Lo c0 LO N 00 z — M °; � � I zw 0)z J L0 r n LJ v" W O� F-- z v z� x C=1QC �0 zc o� W o '500 �U :2tnrn C J -Ln z + LL. 1,j I Q N ¢ i- _ cn c L t� � � O C N C 00 3 N o U U — Z Z 0 J J U > O m �L J �a C �' 0�0 � 0—=U W v U 0 O (A Q J 0 0 Q CO �U_ Op J LLJ U_ m Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet S2a H:\ProjectsTrojects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\S02a-FRM.dwg, 3/24/2015 10:38:36 AM, sharrison, Xerox 6604 PS.pc3 EXISTING METAL DECK (VERIFY) EXISTING STEEL BAR JOIST (VERIFY) ' a 6 gill, 18 GA. (600 6I62-43) i LL i S2b METAL STUDS AT 16" O.G. MAX, (TYP.) U.N.O. ' I ' 5/5" PLYWOOD SHEATHING I I ct EXISTING STEEL BEAM -_ WITH 012 TEK SCREWS AT 4" CONT. gill, IS GA ((o00 lt NEW STEEL CHANNEL ' __. _' -- O.C. MAX. PANEL EDGES TI25-43) METAL TRACK - % AND gill O.G. MAX. FIELD (EACH SIDE TYP.) WITH I/4"0 x 1 3/4" TAPCON SCREWS 'I, ' 10 %l AT 4" FROM EACH END AND CONT, L 3 I/2" x 3 I/2" x I/4" NEW STEEL CHANNEL - EXISTING STEEL BEAM - - ,',i_ ---- --- 1/2"0 THRU BOLT I6" O.C. MAX. STAGGERED WITH 3/4"0 HILTI HIT-HY1O g REFER TO PLAN REPAIR REQUIRED I ADHESIVE ANCHORS AT 4" NEW STEEL 5'-O" MAX. ' FROM EAHAND 24" O.C. MAX- fo 3/D4' E BED CONT. 6", 18 GA (RAC CHANNEL - 2 -43 METAL TRACK REFER TOCiT ION' ' METAL ROOF DECK - PLAN EXISTING REINF. / FULLY (2) NEW MC 12x31 - a - REFER TO PLANS _ EXISTING _STEEL BE O GROUTED MASONRY TIE „ BEAM ll6 MIN. - 24 lU EACH FACE / ' H.S.S. I I/2" x I I/2" x I/4" SEE ARCH Ah NEW STEEL CHANNEL MAX.) - CONTRACTOR TO DO NOT SPLICE ; I (NESTED) AT EACH END _ TOP /FRAMING FIELD VERIFY AND NOTIFY EXISTING METAL DECK (VERIFY) ,. ", I AND 24" O.G. MAX. WELD 1/2" EXTERIOR GRADE 2"-16" 2" EA, ARCHITECT OF ANY DISCREPANCIES A �i' l2) COURSE K.O. ,, , TO STEEL ANGLE AND STEEL BEAM PLYWOOD SHEATHING - 2"-16" END TdB 90' STD ACI ��'''� BLOCK WITH (1) 05 ' REFER TO PLANS HOOK a CONT. EACH � ,- , ' 'r COURSECLIP L 3" x I I/2" x 14 GA. x 0'-3" EXISTING STEEL BEAM END ANGLE WITH (4) 010 EQ SEE PLAN EQ CONDITIONS NOT SHOWN r'; ' = !"% __-- __----------------------------- - _____-- TEK SCREWS AND (2) 50 FIELD FIELD FOR CLARITY '; , '�', ;, i - :" <' �- '5 VERT. AT 24" - - - - ---- �� - ---- ---- -- - - -------- PDF LOCATE AT EACH VERIFY VERIFY ,, ' . i O.C. MAX, AT - STUD (TYP.) U.N.O. ELEVATION A SECTION B % � - "' " ' ' � � � BUMP OUT - FASTEN TRACK TO STUD WITH a REFER TO PLAN ,' ,' (1) 010 TEK SCREW EACH LEG CONT. L 3 I/2" x 3 I/2" x I/4" 0 0 o ill, FOR ADDITIONAL AT EACH STUD (TYP,) U.N.O. WELDED TO EACH H.S.S. SPECIFIC REINF. %�% roll 18 GA. (600 6I62-43) METAL ------- STUDS AT EACH END AND AT 24 O.C. MAX. ITYP.) U.N.O. ,8'v a (4) 010 TEK SCREWS (TYP..) 1'-4" (TYP.) 8" 8 <H U.N.O. EXISTING MASONRY WALL TO BE 2° ' 6", 18 GA. (600 5I62-43) SAW GUT AND REMOVED AFTER . METAL STUDS AT EACH END CONT. L" x 2" x ib GA. STEEL CHANNELS ARE FULLY AND AT 24" O.G. MAX. WITH (2) 10 TEK SCREWS INSTALLED 1/2"� THRU BOLTS (TYP.) U.N.O. EACH LEG AT EACH STUD (TYP.) U.N.O. CONT. 6", 18 GA (600 TI25-43) EXISTING MASONRY WALL - METAL TRACK WITH I/4"0 x 13/4" REFER TO PLAN TAPCON SCREWS AT 4 FROM EACH STEAL BEAM - REFER TO ELEVATION B PLAN END AND 16" O.G. MAX. STAGGERED Im DETAIL O rw>ETAIL 4 0ET,41L O 1�ETAIL SCALE: 3/4" = I'-S" SCALE: 3/4" = I'-O" SCALE: 1 1/2" = I'-0" SCALE: 3/4" = I'-0" i� 6 a i' S2b 4'-0" (MAX.) U.N.O, I SEE ARCH CONT. L 2" x 2" x 16 GA. WITH (2) 040 TEK SCREWS EACH LEG AT EACH STUD CONT. 6", 18 GA (600 <;' VERTICAL ' ' CONT. L 3 1/2" x 1/2" 1/4" TI25-43) METAL TRACK REINFORCING - WITH 3/4"0 HILT( IT-H 10 a j REFER TO PLAN I ' ADHESIVE ANC ORS AT 4" 5/8" EXTERIOR GRADE PLYWOOD I ' FROM EACH EN AND 24" SHEATHING - SEE PLAN FOR FASTENING O.G. MAX - 6 3/ EM ED gill, IS GA, (6S0 FASTEN TRACK TO EACH STUD WITH EXISTING (1) 'i/ ' I I METAL ROOF D CK - CONT. 6", 18 GA (600 DIAGONAL METAL STUDS DIAGONAL (1) 010 TEK SCREW EACH LEG AT COURSE K.O. ' w REFER TO PLAN TI25-43) METAL TRACK BRACE AT EACH METAL STUD EACH STUD (TYP.) U.N.O. BLOCK WITH I (1) S CONT, u- CONT. L 2" x 2" x 16 GA. / �p I WITH (2) 010 TEK SCREWS CL SEE ARCH EACH METAL STUD AND 010 TEK SCREWS AT 1.5 (4)'10 TEK SCREWS (TYP..) U.N.O. EXISTING MASONRY WALL SEE PLAN !' / �' � ROOFING TOP FRAMING EACH END AND 8" O.C. I SYSTEM (VERIFY) '�, _' REFER TO I/2" EXTERIOR GRADE MAX. TO METAL PLATE l ARCH PLYWOOD SHEATHING - 6", 18 GA. (600 5I62-43) METAL EXISTING METAL EXISTING l .� REFER TO PLANS STUDS AT 16" O.C. MAX, DECK (VERIFY) COURSE K.O. a BLOCK WITH L 3" x 1 1/2" x 14 GA. x 0'-3" H.S.S. 1 1/2" x 1 1/2" x 1/4" 8 MASONRY (I) 05 CONT, CLIP ANGLE WITH (4) 010 Coll, IS GA. (6S0 TI25-43) METAL CONT. gi (NESTED) AT EACH '% WALL SYSTEM ------------- --------------------------- -- TEK SCREWS AND (2) 0.1450 TRACK - FASTEN TO METAL DECK WIT END AND 12" O.C. MAX. WITH HORIZ. _ _ _' PDF. LOCATE AT EACH (2) ROWS OF 010 TEK SCREWS AT 8" O.G. WELD TO STEEL JOINT REINF. AT N -- STUD EXISTING MAX. / ANGLE EACH END %' 16" O.G. MAX. w METAL DECK (VERIFY) o t WELDED TO EACH FRAME EXISTING METAL DECK (VERIFY) EXISTING STEEL ' - - ---- --- -- - -- --- ----- '; �' fi gillIS GA. 1gi00 SI62-43) METAL EXISTING STEEL '� - EXISTING BAR JOIST (VERIFY) BAR JOIST (VERIFY) -- ---- ----- ----- --- - --- - -- �; w , ---- - STUDS AT EACH END AND AT 24" BAR JOIST - ,- O.G. MAX. (TYP.) U.N.O. (VERIFY) L 3" x 1 1/2" x 14 GA, x 0'-3" (MIN.) CLIP ANGLE WITH (4) 010 TEK EXISTING (2) ' CONT. L 3 I/2" x 3 1/2" x WITH 3/4"0 HILTI a ; , x x (4) "IS TEK SCREWS (TYP..) _. SCREWS TO METAL STUD AND (4) 010 TEK SCREWS TO CONT. PLATE/4" COURSE K.O.KOBLOCK HIT-HY10 ADHESIVE: (2) COURSE K.O. U.N.O. CONT. 12" x 14 GA, PLATE WITH (2) ROWS OF MO TEK WITH (1) «5 CONT. ANCHORS AT 4 FROM a /; /, BLOCK WITH (I) roll, ) SCREWS AT EACH END EACH COURSE - EACH END AND 24 O.G. ''' "5 CONT. EACH METAL�STUDS�ASEAGH CONT. L 2 ' x 2 x 16 GA. AND gill O.G. MAX CONTRACTOR TO MAX - 6 3/4" EMBED /; COURSE END AND AT 24" O.G. WITH (2) 010 TEK SCREWS FIELD VERIFY AND = MAX. (TYP.) U.N.O. EACH LEG AT EACH STUD NOTIFY ARCHITECT ' ' (TYP.)UN.O. OF ANY DISCREPANCIES a ' GROUT (2) VERTICAL CELLS L 3" x 3" x 1/4" WELDED (ALL AROUND) STEEL ANGLE FRAME SOLID AT EACH AT (+/-) 6" FROM EACH END AND 48" O.G. MAX. WITH (3) 3/4"0 a FRAME LOCATION HILTI HIT-HY10 ADHESIVE ANCHORS - 6 3/4" EMBED (TYP.) O DETAIL (DI DETAIL J(DI DETAIL SCALE: 3/4" = I'-0" SCALE: 1 1/2" = 1'-0" SCALE: 3/4" = I'-S" REFER TO 8/62b FOR METAL STUD FRAMING INFORMATION NEW STEEL VERT. AT EACH NEW L 5" x 5" x 5/16" DIAGONAL BRACE - REFER TO 4/82c NEW L 5" x 5" x 5/16" AT EACH NEW VERT. (L 4" x 4" x 1/4") - WELD TO STEEL ANGLE EACH END EXISTING METAL DECK / w N NOTE: PRE-ENGINEERED CANOPY AND CONNECTIONS BY DELEGATE SPECIALTY ENGINEER - CONTRACTOR TO FIELD VERIFY EXISTING STEEL CHANNEL / ANGLE LOCATIONS AND COORDINATE WITH CANOPY CONNECTION LOCATIONS - NOTIFY DELEGATE SPECIALTY ENGINEER, ARCHITECT, ENGINEER OF ANY DISCREPANCIES EXISTING STEEL EDGE ANGLE CONTRACTOR TO FIELD VERIFY AND NOTIFY ARCH. / ENG. OF ANY DISCREPANCIES FASTEN CANOPY CONNECTION TO EXISTING STEEL EDGE ANGLE EXISTING BAR JOIST - REFER TO PLAN L 4" x 4"x 1/4" x FIELD VERIFY LENGTH AT 46" O.C. FROM EACH END, EACH END OF CANOPY, AND 48" O.C. MAX, - WELD TO EXISTING STEEL CHANNEL AND EXISTING STEEL JOIST EXISTING METAL WALL PANEL FASTEN CANOPY TO EXISTING STEEL CHANNEL PROVIDE SOLID BLOCKING IN DECK FLUTES AT CANOPY AND UPPER CANOPY CONNECTION PLATE - COORD. BLOCKING WITH ARCH, (1) COURSE K.O. BLOCK WITH (1) 05 CONT. AT TOP OF PARAPET DRILL AND EPDXY 05 DOWELS AT EACH END, EACH SIDE OF HEIGHT CHANGE, AND AT 32" O.G, MAX, - 6" EMBED S" MASONRY WALL SYSTEM WITH HORIZ. JOINT REINF, AT 16" O.C. MAX, EXISTING (1) COURSE K.O. BLOCK WITH (1) 05 CONT. - CONTRACTOR TO FIELD VERIFY AND NOTIFY ARCHITECT OF ANY DISCREPANCIES EXISTING MASONRY WALL SYSTEM (VERIFY) Ci DET,4IL O DETAIL (DI DETAIL S 1'- SCALE: 1 1/2" = I'-0" SCALE: 3/4" = 1'-0" TRACK WITH 1/4"0 x 1 3/4" TAPCON SCREWS AT 4" FROM EACH END AND 16" O.G. MAX, STAGGERED (TYP.) U.N.O. (1) COURSE K.O. BLOCK WITH (1) 05 CONT. (TYP. TOP OF WALL) U.N.O. �— VERTICAL REINFORCING - REFER TO PLAN MASONRY WALL SYSTEM WITH HORIZ. JOINT REINF. AT 16" O.C. MAX. CONT. 6", 18 GA (600 T125-43) METAL TRACK SEE ARCH TOP / FRAMING L 3" x 1 1/2" x 14 GA. x 0'-5" CLIP ANGLE WITH (4) 010 TEK SCREWS AND (2) 1/4"0 x 1 3/4" TAPCON SCREWS - LOCATE AT EACH STUD (2) COURSE K.O. BLOCK WITH (1) 05 CONT, EACH COURSE (2-LOCATION5) 1/2" EXTERIOR GRADE PLYWOOD SHEATHING - REFER TO PLANS 6", IS GA. (600 5162-43) METAL STUDS AT EACH END AND AT 24" O.G. MAX. (TYP.) U.N.O. (4) 010 TEK SCREWS (TYP.J U.N.O. CONT, L 2" x 2" x 16 GA. WITH (2) 010 TEK SCREWS EACH LEG AT EACH STUD (TYP.) U.N.O. L 3" x 1 1/2" x 14 GA. x 0'-5" CLIP ANGLE WITH (4) 010 TEK SCREWS AND (2) 1/4"0 x 1 3/4" TAPCON SCREWS - LOCATE AT EACH STUD REVISIONS BY c I—� U CO CO (u '1'N N r_ U S ti v U J U C U L N cV - �' U-) 4J I I > Q rn 0 o Y T 3 3 wxN o C o r �„a CV a U V) Lo to N0000 z � to M� zw 0)z cj::� Lj v ^ LiJ o CL 00 z_ �Z_J • X ol� �• _ zCn OL Wto W Uo SM 00 tn0) z �w ; I _Cn QuJ u 0 o 0 0 �U LD 0� 23 000 3 01 o O ii U U Z Z Q U O m �L J � o LL -� C r UW E N' �— O U c-) .° = W L�. O V cOV) s CL XQJ0IV to Q Co �U O We LL Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet S2b H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\S02b-FRM DETA[LS.dwg, 3/24/2015 10:38:26 AM, sharrison, Xerox 6604 PS.pc3 Building Data Wind Velocity_ 140 mph (Ultimate) Internal Pressure Coefficient: +1- 0.'18 Basic Wind Spd_ (3 sec_) 109 mph (ASD) (Enclosed Building Per ASCE 7-10) Width of Edge Strip: 6.0 Risk Category: if Height & Exp_ Factor_ 1 Roof Angle,A (degrees) 0- 0Ar < 0 < 7.011 Roof Dead Load Resisiting-. 18 psf (Ultimate) Exposure Category: B 12 psf ASD Wind Design Loads - Roof, Walls, Windows, Doors, Components & Cladding ROOF WALLS, DOORS, WINDOWS ZONE AREA (ft) DESIGN PRESSURE (psf) ZONE AREA (ftz) DESIGN PRESSURE (psf) Pas. Neg. Net Uplift (ULT.) Net Uplift (ASD) Pas. Neg. 1 10 ft[2] 14.3 psf -35-3 psf -17.3 psf -9.2 psf 4 10 ft[2] 35.3 psf -38.2 psf 1 20 ft[2] 13.4 psf -34.4 psf -16.4 psf -8.6 psf 4 20 M21 33.7 psf -36.7 psf 1 50 ft[2] 12.3 psf -33-2 psf -15.2 psf -7.9 psf 4 50 ft[2] 31.6 psf -34.6 psf 1 100 ft[2] 11.4 psf -32.3 psf -14.3 psf -7.4 psf 4 100 ft[2] 30.0 psf -33.0 psf 2 10 ft[2] 14.3 psf -59.2 psf Al -2 psf -23-5 psf 4 500 ft[2] 26.3 psf -29.3 psf 2 20 ft 21 13.4 psf -52.9 psf -34.9 psf -19.7 psf 5 10 ; 2 35.3 psf -47.2 sf 2 50 ft[2] 12.3 psf -44.5 psf -26.5 psf -14.7 psf 5 20 ft[2] 33.7 psf -44.0 psf 2 100 ft[2] 11.4 psf -38.2 psf -20.2 psf -10.9 psf 5 50 ft[2] 31.6 psf -39.8 psf 3 10 ft[2] 14.3 psf -89.0 psf -71.0 psf -41.4 psf 5 100 ft[2] 30.0 psf -36.7 psf 3 20 ft[2] 13.4 psf -73.8 psf -55.8 psf -32-3 psf 5 500 ft[2] 26.3 psf -29.3 psf 3 50 ft[2] 12.3 psf -53.5 psf -35.5 psf -20.1 psf 3 100 ft[2] 11.4 psf -38.2 psf -20.2 psf -10.9 Psf (Totes_ 1) For effective areas between those given above the toad may be interpolated, otherwise use the load associated with the lower effective area_ 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively_ 3) See ;pressure zone diagrams above for corresponding zones_ 4) Roof coverings, finishes, etc_.. Shall be designed for the U negative design pressure. 5) Roof framing members stall be -defined to resist the net uplift design pressure._ 6) Net Uplift (ULT) = 0.9 DL + 1.0 W Net Upilift (ASD) = 0.6 DL + &6 WL )e Strip WALL PRESSURE ZONES (ISOMETRIC VIEW) Q a = Width of Edge Strip ROOF PRESSURE ZONES (PLAN VIEW) NEAREST PANEL POINT ON TOP CHORD WELD L 2 1/2" x 2 1/2" x 3/16" AT OPPOSITE FACE FROM VERT. STRUT LOCATION TO NEAREST PANEL POINT ON TOP CHORD NEW RTU POINT LOAD 3 OUTSIDE (MIN.) PANEL POINT 2" (MIN.) CURB FRAME EXISTING STEEL REFER TO 5/52c JOIST (FIELD VERIFY) TYP. - ANGLE TO JOIST WELD L 2 1/2" x 2 1/2" x 3/16" VERTICAL STRUT AT RTU CURB FRAME ANGLES LOCATION TYP. - ANGLE TO ANGLE fE 1/4" WELDED ON EACH FACE AT JOIST SEAT NEW ROOF TOP UNIT (SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION)" WELD NEW L 2" x 2" x 3/16" WEB REINFORCEMENT TO EXISTING WEB MEMBERS ON ONE SIDE (+/-) 20'-0" WEB REINFORCING, REP< ALL WEB MEMBER WITHIN (+/-) 20'-0" TO BE REPAIRED NOTE: JOIST REPAIRS NOT 3 REQUIRED AT JOIST S2b END OPPOSITE OF RTU EXISTING STEEL JOIST PROFILE (FIELD VERIFY) NEW CONT. (2) 5/8"0 x 20'-0" LONG (GENT RED ON JOISTS) A36 STEEL RODS TOP AND BOTTOM (OPPOSITE FACE) DO NOT SPLICE. 1(2)1 DETAIL J(DI DETAIL I SCALE: N.T.S. SCALE: N.T.S, TYP. - ANGLE TO JOIST (F(ELD VERIFY) III STRUTAL AT RTU CURB FRAME ANGLES III II LOCATION - REFER TO 4/52c II III ------------------------ III III III III III I I I I I OPENING SIZE I I I I III III III I AND LOCATION TO BE VERIFIED III W/ TRADES III (III I I I I INVOLVED I I I I III (III II I III III II L 4" x 4" x 1/4" (TYP.) U.N.O. 4 x 3/8 RTU-I, RTU-2, RTU-3 3/16 TYP ANGLE TO ANGLE EXISTING STEEL WELD L 2 1/2" x 2 1/2" x 3/16" AT JOIST TOP CHORD OPPOSITE FACE FROM VERT. (TYP.) STRUT LOCATION TO NEAREST PANEL POINT ON TOP CHORD - REFER TO 4/52c DETAIL 101 DETAIL SCALE: N.T.S. SCALE: N.T.S. BEAM SIZE BOLTS fE LENGTH "H" NO. OF STUDS "Q" W14 3 ROWS 131,1 ro 6" NOTE: SLOT BEAM WEB OR REFER TO 5TRUCT. NOTES/SPECS FOR a COVER PLATE AT LONG -SLOTTED HOLES. WALL AND TIE BEAM SHOWN FOR REFERENCE ONLY. REFER TO PLANS FOR SPECIFIC CONDITIONS. CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC. FOR ADDITIONAL INFORMATION. -EMBED R 1/2" w/ 3/4"0 THREADED HEADED STUDS AND 1/6"xl" STEEL BARS (WELDED) -WHERE STEEL BEAM DOES NOT FRAME INTO CONCRETE COLUMN OR BEAM, PROVIDE A MINIMUM OF 24" LENGTH OF CONCRETE TIE BEAM w/ (2) 05 TOP 4 BOTT. w/ 03 TIES AT 8" O.G. -DOUBLE ANGLE BEAM CONNECTION w/ LONG SLOTTED HOLES. SHIP LOOSE AND TACK WELD NUT TO BOLT AFTER ERECTION. TYP. - ANGLE TO JOIST I/8" EXISTING JOIST (FIELD VERIFY) WELD NEW L 2" x 2" x 3/16" WEB REINFORCEMENT TO EXISTING WEB MEMBERS ON ONE SIDE ODESIGNJI U 0 GR1TrR1A4 101 DETAIL JI 0 DETAIL SCALE: N.T.S. SCALE: 3/4" = 1'-0" SCALE: N.T.S. fE 4" WELDED ON EACH FACE AT JOIST SEAT EXISTING JOIST SEAT (FIELD VERIFY) NEW CONT. (2) 5/8" 0 GR50 (A529 OR A512) STEEL RODS N-TOP / I -BOTTOM) - DO NOT SPLICE I/8" K 2" AT 12" <TYP. - ROD TO JOIST REVISIONS BY 1Q 03. 10. 15 - - - i �00 00 CV)N -- oti e o �xti U�U U,cxd y . . U Cd U N a, E��� Q rn o 3 C C\1 ti r a. N x L j co t0 z 0toM� co Lo C I �. zw0)z � �� v n- r w LtJ o z_ U z� • x �Qc oli zc�n o=;r, W o • 00 �U� c J cnU0 z Ii Lj ; I cU) o = �U 0 d� =00 3C 00 d U U - Z Z 0 J J us L �J J o ,L. t C cUW E vi U D o =v O�L�-° W o O U c O N-C Q (O �V 0 Q LA.. L Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet S2c H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\S02b-FRM DETAILS.dwg, 3/24.!2015 10:38:15 AM, sharrison, Xerox 6604 PS.pc3 1 -- -- --- ----- ----- ---- -. - - --- - ---- - - - - - _ T � P-3 -- �P_-3 1I Ir �- 3 P-3 212 v_ i 2 FCO I II I--- 6 6 j U v I 0IFF C_F- ! r..Xi1P,�` I ,.����� � - ( n� i OFFICE !� EM �— I . I _ _ -- 2 1 -- 5 -- - - I , �.V� — — Z ! I r ,, 3" VTR /" ! 10 _ > C 0 R F'-"IC;CORRIDOR ! li P3 I I AV �3" US I D z I ICI III I I I I I I �-- I� ' I P-3 ! I'I i < I13" US I \- I I I —V — e'' Et� I P P. , ' E I I _ pl P5 71 110iWIL11; *JOIN ISc 1� a 1� SAN 3 US �� -- 2"� t I i i j I l : I Sr I P 6 DTI ", NJ _ ). I � Nl I II I 1 !, I c � P1\" fl P5 r 'I J 3" US -- - 3 4 U AN I, I I a 2 FCO --- ---- - 411 US �/ II 4 U5 - - -_ - - 2 P-2 = �211 a I , P-1 I �_ - _ 2„ / f I T , 00 V;- a I I I 211 / j }- - P 5 - ( 1 P-5 - <� - --- I I NURSE 41U5STSTATION N : 13 i --- ----------J 2" 1 ._...... 211 ` 1�.,. �= _ 2"-- -- 211 - -- % VT 3" VTR R •t, i- I I I I (ETR) 4" - -- ----I - -- -- - - P-9 I , L _ 2" U5 1 III P2 I j P 2 I 5- 2" US i z 1 - I_ "' x� A� � I I I I` s I I I I 01 h Pit\ 4' US _ P-1 411 US r,u - =l 3 - J fP 3 it P-3 I � I - 9 1074 14 F FI r .V_ - - i -SAI I 12 US, 2" LXA.'I h;-10CL6� I I- SAN Li (ETR) 4" a 2" US" I �I I P 3 ii Q il'i i DPLUMBING FLOOR PLAN- GRAVITY PIPING SCALE: 3/16" = 1'-0" 4 KEYNOTES OEXTEND 4" SANITARY AND CONNECTTO EXISTING 4" SANITARY PREVIOUSLY SERVING DEMOLISHED TOILET ROOM. OROUTE WASTE FROM DISHWASHER TO PANTRY SINK GARBAGE DISPOSAL. PROVIDE DECK MOUNTED AIR GAP OR SECURE WASTE LINE TO UNDERSIDE OF COUNTER, O EXTEND 4" SANITARY AND CONNECT TO EXISTING 4" BUILDING DRAIN. O EXISTING GRADE CLEANOUT TO REMAIN. O CONNECT 2" SANITARY TO EXISTING 4" SANITARY BUILDING DRAIN. OEXTEND 2" SANITARY UNDER SLAB TO EXISTING SANITARY LATERAL PREVIOUSLY SERVING MECHANICAL ROOM. OEXTEND 2" SANITARY UNDER SLAB TO EXISTING SANITARY LATERAL PREVIOUSLY SERVING SINKS IN LAB AREA. OEXTEND 2-1/2" SANITARY UNDER SLAB TO EXISTING SANITARY LATERAL PREVIOUSLY SERVING SINKS IN LAB AREA. 9 3" STORM OVERFLOW DOWN FROM ROOF ABOVE. O 10 3" STORM DOWN FROM ROOF ABOVE. 11 SPILL 3" STORM OVERFLOW DRAIN ONTO GRADE. TERMINATE TO DAYLIGHT WITH DOWNSPOUT 0 12 SPILL 3" STORM ONTO SPLASH BLOCK. 14 3" SANITARY UNDER SLAB. ROUTE AT 1% SLOPE. 15 CONNECT 3" SANITARY TO EXISTING 4" SANITARY BUILDING DRAIN. ALDEN �G�P• \GENSZZ �0� F/�� s �r TE OF ,� •, STA /,11l0 N ��, REVISIONS BY Q1 03.10.15 ARK � • v �00 Loco m N Q 8 w i ti Y X U �� U • N ! �I > 00 a ti 3 o x 0 co �0E- a O a W d u E � U a 0. 0 rna C 0 «� � � a V v o a m 0 Z 0 ` Lh a) o o t�LID w m rn � v a W N N CO C^ W =LL3 Z 0 t 3 Q _ v Z W ]C v N N 7 pp N m L N t O z rn m j � W V C d C j O 6 Q LL C U y � o m a N Ln w Ln m 0 m a a oN0 U u a Q a U w Q VV —Z Z� J J VD> O m w o J v �U -aL- v wL" o AO U °c �0 En ao m (0 m111 ca, Q J �N �V Op L.L. Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: ARK Job: 14-137 Sheet P2 11111111116 fU THE BEST OF THE ENGINEERS KNUW LEDGE, THE PLANS AND SPEQFICATIUNS CUMPLY WITH THE APPLILABLE MINIMUM BUILUING LUDES AND I HE APPULABLt FIKt-JAFt I Y J I ANDAKUS AS Ut I tKMINtU BY I Ht LULAL AU I HUKI I Y IN A.I.UKDANLt W I I n CHAP I tK »e. iy AND LNAr I tK o33, t-LUKI VA _') I A I U I t: P-7 DW j P-3I !I P-31 P-3 P-3 " P-3 II -- 3 P-4 II 1 r .X i .P � ----- h n r �' E -`_- -- I I t— -- - --- I I I I I I ' II 1/2" CW/HW I - 3/4;, CW, I I Cm �'J 1/p� CW/HW � 1/2" CW/HW I � lit CW/HW 1/2 HW �- -- - P-8 i; s _ - - I REF / Ii I I „I : I I _— - - - 2" CW, 1-1/2" HW i 21, 3/4" HW ltt CW, 1/2" HW 1/2" H W R CP-1 _ 1-1/2" CW, 1" HW i i IV 2 I I � 2 CW,1 HW I I I ' I6 OF - 1-1 2" CW 1" HW P-5 _ - - / q P 1 r it P-5 I EWH-1 P-6 3/4" CW/HW - - -� l — — _ I I - - f , -, -, I _ P-3 1-1/4" CW, 3/4" HW 1/2" CW J ---- - �\ I r i EXAM 3/4 t CW V LOS P-3 i P-3 - - Pkll I I 3/4" CW/HW I I I _ l- ! ` - -- - - ----- - I I '- 1/2"/HW NURSE STATION— — 2" CW, 1-1/2" HW 1-1/4" CW, 3/4" HW p9 - _ ,I �If = L fir, P-2 (� 3/4° CV i 1-1/4" CW, I 1J2" HW � X;,M P-1 9 P-3 3/4" CW, 1/2" HW P-3 -- _ -- - - - P-7 ' III �1/2" CW/HW I rXAM 1 OPLUMBING FLOOR PLAN- PRESSURE PIPING SCALE: 3/16" = 1'-0" KEYNOTES O EXTEND 1" COLD WATER TO WATER CLOSET. O EXTEND 1/2" COLD WATER AND HOT WATER TO SINK IN WALL. O EXTEND 1/2" HOT WATER FROM PANTRY SINK TO DISHWASHER. OEXTEND 1/4" COLD WATER LINE TO REFRIGERATOR. PROVIDE WALL BOX BEHIND REFRIGERATOR. PROVIDE INLINE DUAL CHECK VALVE SIMILAR TO WATTS SERIES N9. O EXTEND 3/8" COLD WATER FROM PANTRY SINK TO COFFEE MAKER. PROVIDE INLINE DUAL CHECK VALVE SIMILAR TO WATTS SERIES N9. 6 EXTEND 1" COLD WATER TO WATER CLOSET IN WALL. 7 O EXTEND 1" COLD WATER IN WALL TO WATER CLOSET. 8 OFFSET EXISTING 1- 2 OMESTIC WATERS P Y ELOW SLAB AND EXTEND UP IN WALL TO CEILING SPACE. O9 OFFSET EXISTING 3/4" DOMESTIC WATER SUPPLY BELOW SLAB AND EXTEND UP IN WALL TO CEILING SPACE. \,`,\IIIIII/II; \� PAL ALDEA( S� '/ �i � �G�•° \GEN� F * r= %�,�'• STATE OF ION e REVISIONS BY Ql 03.10.15 ARK � • v 00 � "y m N Lo Q w E i Y ro U � N tl E ti Q °O 3 y ti 3 � 3 M A D .. V W U CS M a � � um ooM.r^^ 0 � � v, O o 0 .0 0 db W W n v N N 00 a W �o LL 3 0 3 L 3 Z a v ~ V Z W Y N �= N 7 pp L^ M L N 0 ko O rl. Z M M � � W u c a c j O 6 L51Q LL C kD00 30 \� W'" �o a Q V U w Q UU —Z Z� JJ VD> O m •L --1 Q L� • - C w ��'0 O oVU =U 0 — = .0 W� a >,O �- U Oc �O N ao QJ �N �U Op ww Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: ARK Job: 14-137 Sheet P3 -------------------------- rO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LUCAL AUTHURI IY IN ACCUKDANCE WI I H CHAP I ER 553./9 AND CHAP I ER bJJ, hLUR1UA IAI5I U 1 t5 / IJ/ / / 2" I 2" \ I / / ►�\2" I / / I \ / 13" VTR 2„ P-3 U \ J I I EXAM \ \ L P-3 \ I " " I 2 EXAM/PROCEDUI P-5 2" WCO 3" EXAM J 2,� /) / 3" I 211 I P-3 I 3" EXAM N 2" tl� / I NURSE STATION 2 I P-5 I FC 2' P-2 4„ �- P-5 NURSE STATIO4„/�4 , SPA 411 I TOILET . / P-1 4" -� 2" �] 2" ' P� WAIT S / \ 1, 211 /J 3 I 0.1 I 2"2"IN P-2 C P-1 2" 4" WAITING PLUMBING NORTH TOILET & EXAM ROOMS SANITARY RISER NTS 2" 2" �\ / 2,. / V NURSE STATION / I 211 P-5 / I 2" /\ i 11000, I /I �• P-2 2" / I / P-5 2�� / V\ 2" I \V\ \ NURSE STATION / \ \V\2" J/ P� \ ( / I \ \ SPA P 1 S TOILET 10e, / \ 2„ P-3 2\� " I P-9 \ \ 4" > /\ \ 2 J/ / EXAM P-3 / " \1TR / I EXAM I.CI I FCO 21' I \ 2" EXAM L ITOILET > P-3 2" 2" / <P-3 P-11211 V 2 [EXAM]� 2" 11 I211 (E) 411 I \ r` I \ \ •3 2' I \ EXAM/PROCI \I I \ I `\ 2" 2" \ P-3 \ P-3 I 211 I I P-3 I I '.000� P-5 EXAM SPA 2" / DURE V 2" v w EXAM \ PLUMBING SOUTH TOILET & EXAM ROOMS SANITARY RISER V EXAM 2 NTS 2 P-3 I \ \ V EXAM / � 2�� 3" VTR 1 �L J/ / V 01 I/ 2" / 211 2" 2" / ... I BREAKROOP^ ••-^• •�•- \ GD I I 2" 2 I P-2 JANITOR I T01 LET I P-6 v P-1 4" 3" 4" SPA 4" WCo Sp'N 2-1/2" PLUMBING EAST TOILET & EXAM ROOMS SANITARY RISER NTS -3 i Y STATE OF ; W- ///lll ��\\ \ REVISIONS BY Ql 03.10.15 ARK i co i y ti x Y U °° 3 v t� �C� co A Boa �z" o0Go o rn C 0 v C�� � v v m 00 °LnCn Z00,u QW i; U W _ M M N C W F v "Nm ^.� a W =LL3 a, L 3 Z a v ai W Y N N N 00 m C N r� O Z m M C ui V C C. C j O Qj Q LL C 00 0 Y N � w '~ 0 coo a 0 v o u a Q c U w Q U U -- Z Z 0 J J U � (D O J m � u- c U W E v; —U o o =v 0 Ej � .L W o O � U c 0 N C N t� m "o Q (D 00 JLJ LL.m Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: ARK Job: 14-137 Sheet P5 LO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND I HE APPLICABLE FIKE-JArt I Y S I ANUAKUS AS LIE] tKMINEU BY I HE LUCAL AU I HUM I Y IN ACCUKDANCt WI I H CHAP I Eli ssj. /9 AND CHAP I tK bii, rLUKIDA b IAI U I tb. I / I/ / EXAN 3/4" I P-3 \ \ / 1/2 \ I / / I\I BREAKROOM I I \I \ P-4 << I \ 1/2" 1/2` \ EX \ I P-3 AM rr000�\ \I I \ \ \ \ \ 2" P-3 \ \ EXAM / \ 2" 1/\ \ 3 4" I \ 2' EXAM / 1" P-3 000, 2" / / EXAM 1" \ P-3 1-1/2" / \ 2" I 1-1/2" 1/2" / 1/2" (E) 1-1/2" I I EXAM P-3 1.1 / 1-1/21/2" I I NURSE STATION I I 1-11/4'� 2 I I I EXAM P-3 % >- 1-1/2" 1/2" NURSE STATION \ EXAM/PROCEDURE 2" 1-1/2" \ / 1101 1-1/2" 1" f 7 1, >sss" 1/2" I 1" 1/2" 1/2" \ I I \ I \ NURSE STATION 1" \ \ P-5 \ I I P-2 100) P-1 TOILET I 1/211 � TOILET P-2 I 1" P-5 I I P-1 NURSE STATION JANITOR 1-1/4" P-6 PLUMBING DOMESTIC WATER RISER DIAGRAM NTS 0.11 / / 2" 1/2" I \ I I.'0 / / / I 1/2" \ / \ \ P-3 \\ 2EXAM 1/2" / 3/4" I \ I \ \ I 1-1/2" / / 2 EXAM I / 1-1/2 / P-3211 "100:� P-7 211 1/2" / I 3/4" \ 1-1/4" \ P-5 �� EXAM/PROCEDURE ALDE/V GEN3 ` m No 692 STATE OF /////ONA\- /it/ I III 0, REVISIONS BY Q1 03.10.15 ARK • v, Y w �• M CM N U J O Q O aJ 0 [\ U y firr!! ti � CL �� • U • N it v LO C o °O 3 y 3 ti 3 0 N A O Caj 0 W 600M9 44 a� o� 'a c 0 0 02 0� 0 ,R v n E 0 a v m � rq 0 0 Z C) 0 iz rnm w W r` v "N m ccm W =� 3 o .c 3 Z a v V (5 Z W Y � N Y N .) w �^ m t N t' lD O Z m m cLLi c � a v� C Q w C a 05 00 -he V O N In 30 C v o a a� u Q a lJ w Q UU —Z ZD JJ L) O m •L J C L.� � LU��'0 o � =UV = — 'p t vW�o>o U °c O N ao Q J ON �U Op Jw Li.. m Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: ARK Job: 14-137 Sheet P 6 f0 THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCURDANCE WITH CHAPTER 553.19 AND CHAPIEK b33, FLUKIUA S IAI U I B. DIFFUSER AND GRILLE / REGISTER SCHEDULE GENERAL NOTES 1. SIZES ARE BY THIS SCHEDULE UNLESS NOTED OTHERWISE. DIFFUSERS ARE 4 -WAY BLOW UNLESS NOTED AS 3-WAY (3-W) OR 2-WAY (2-W), GO TO NEXT LARGER NECK SIZE FOR 2-WAY OR 3-WAY DIFFUSERS 2. UNLESS NOTED OTHERWISE, ALL DIFFUSERS IN THE SAME SPACE SHALL BE THE SAME SIZE, REGARDLESS OF AIRFLOW, USING LARGEST SIZE FROM TABLE BELOW. ALL DIFFUSERS IN THE SAME CORRIDOR SHALL BE THE SAME SIZE 3. RETURN AND EXHAUST GRILLES ARE BASED ON 450 FPM AND 72% FREE AREA (BASED ON 1/2" EGG -CRATE GRILLES) 4. USE RETURN / EXHAUST REGISTER AND DIFFUSER WITH O.B.D. IN DRYWALL OR INACCESSIBLE CEILINGS 5. USE RETURN / EXHAUST GRILLES AND DIFFUSERS WITHOUT O.B.D. IN LAY -IN OR ACCESSIBLE CEILINGS 6. INSTALL M.V.D. IN BRANCH DUCTS. INSTALL SPIN -IN FITTINGS (WITHOUT SCOOPS) WITH M.V.D. IN ALL BRANCH DUCTS. SEE BRANCH DUCT CONNECTION DETAILS FOR SPECIFIC REQUIREMENTS (1) USE TYPE 1, SURFACE MOUNT BORDER, FOR GRILLES IN DRYWALL CEILINGS. USE TYPE 3, LAY -IN BORDER, FOR GRILLES IN LAY -IN CEILINGS WITH GRILLE FACE SIZE SHOWN (2) FOR SYSTEMS USING CEILING AS A RETURN AIR PLENUM, USE TYPE 3, LAY-INBORDER (3) BRANCH DUCT RUNOUT SIZES ARE BY THIS SCHEDULE UNLESS OTHERWISE SPECIFICALLY NOTED ON FLOOR PLANS (4) THROWS AT 150, 100, AND 50 FPM (5) NC BASED ON OCTAVE BAND 2-7 SOUND POWER LEVEL WITH A ROOM ABSORPTION OF 10 dB, re 10 - 12 WATTS TYPE ESIGN BASI MODEL NO. AIRFLOW RANGE (CFM) FACE SIZE / MODULE SIZE (IN) NECK SIZE / BRANCH DUCT SIZE (IN) (3) ALTERNATE BRANCH DUCT SIZE (IN) Ps (IN) THROW (FT) (4) MAX. NC (5) DUCTED SUPPLY DIFFUSERS PRICE ASPD 0- 135 24 x 24 8 DIA. 10 x 6 0.034 2 -3 - 6 --- PRICE ASPD 136 - 240 24 x 24 10 DIA. 12 x 6 0.055 3 - 5 - 10 12 PRICE ASPD 241 - 380 24 x 24 12 DIA. 14 x 8 0.082 5 - 7- 13 15 A PRICE ASPD 381 - 550 24 x 24 14 DIA. 22 x 8 0.115 6-9-16 18 PRICE ASPD 551 - 640 24 x 24 16 DIA. 20 x 12 0.114 7- 10 -17 14 PRICE ASPD 641 - 735 24 x 24 --- 22 x 12 0.130 1 7 - 11 - 19 15 PRICE ASPD 0- 120 12 x 12 8 DIA. 10 x 6 0,110 3-5-9 --- PRICE ASPD 121 - 160 12 x 12 8 DIA. 12 x 6 0.131 5- 7 - 11 12 B PRICE ASPD 161 - 190 12 x 12 10 DIA. 14 x 8 0.130 5 - 7- 14 12 DUCTED RETURN / EXHAUST GRILLES AND REGISTERS PRICE 80 0-80 6 x 6 6 DIA. 8 x 6 0.025 --- < 20 PRICE 80 81 - 140 8 x 8 8 DIA. 10 x 6 0.025 --- < 20 PRICE 80 141 - 220 10 x 10 10 DIA. 12 x 6 0.025 --- < 20 PRICE 80 221 - 320 12 x 12 10 DIA. 14 x 8 0.025 --- < 20 R1 (1) PRICE 80 321 - 480 18 x 12 12 DIA. 26 x 6 OR 18 x 8 0.025 -_= < 20 PRICE 80 481 - 730 18 x 18 20 x 10 0.025 < 20 PRICE 80 731 - 950 24 x 18 --- 20 x12 OR 26 x 10 0.025 --- < 20 PRICE 80 951 - 1,300 24 x 24 --- 28 x 10 0.025 --- < 20 PRICE 80 1,301 - 2,000 36 x 24 --- 26 x 14 OR 38 x 10 0.025 --- < 20 PRICE 80 2,001 - 2,800 48 x 24 --- 54 x 10 OR 26 x 18 0.025 --- < 20 NON -DUCTED RETURN GRILLES IN CEILING PLENUMS R2 (2) PRICE 80 0 - 1,000 24 x 24 - - 0.015 PRICE 80 1,001 - 1,875 48 x 24 0.015 MECHANICAL DEMOLITION NOTES FAN SCHEDULE ABBREVIATIONS GENERAL NOTES STARTER ACCESSORIES EQUIPMENT ACCESSORIES PWE POWER WALL EXHAUSTER FIT PREMIUM EFFICIENCY MOTOR, SEE SPECS A= COMBINATION MAG-X-LINE 1 = BEL I ZT13M 14 = ACCESS DOOR 20 = HI -PRO POLY COATING 30 = ADJUSTABLE MOUNTING PREU = POWER ROOF EXHAUSTER UPBLAST (2) INCLUDES WEIGHT OF INERTIA BASE, B = MANUAL MOTOR STARTER 2 = 2-SPEED, 2-WINDING MOTOR 15 = THREE-PHASE DISCONNECT SWITCH 21 = FAN CAGE WITH WALL SLEEVE BRACKETS PRIED = POWER ROOF EXHAUSTER DOWNBLAST IF APPLICABLE C = HAND -OFF -AUTO SWITCH, PILOT LIGHT, 3 = INERTIA BASE IN FAN HOUSING 22 = SOLID STATE SPEED CONTROLLER 31= DIRECT DRIVE MOTOR PRS = POWER ROOF SUPPLY FAN (3) EXISTING TO REMAIN AND CONTROL TRANSFORMER IN 4 = LINED HOUSING 16 = PREWIRED DISCONNECT SWITCH 23 = OUTLET CONE 32 = REVERSIBLE MOTOR SWSI = SINGLE WIDTH, SINGLE INLET STARTER 5 = INLET SCREEN IN FAN HOUSING 24 = COPLANAR SILENCER 33 = INFRARED OCCUPANCY SENSOR, DWDI = DOUBLE WIDTH, DOUBLE INLET D = VARIABLE FREQUENCY DRIVE (VFD) 6 = OUTLET BIRD SCREEN 17 = WALL CURB 25 = INLET AIRFLOW STRAIGHTENER SENSOR SHALL ONLY ACTIVATE FAN CC = CEILING CENTRIFUGAL EXHAUST E = LINE REACTOR, MAIN DISCONNECT, 7 = WEATHERPROOF HOUSING 18 = EXPLOSION PROOF MOTOR WITH NON -SPARKING 26 = UL LISTED FOR SMOKE CONTROL WHEN BATHROOM IS OCCUPIED BVS = BELTED VENT SET AND CONTROL RELAY FOR COMMUNICATION 8 = MOTORIZED INLET DAMPERS WHEEL AND DRIVE ASSEMBLY SYSTEM 34 = AMCA LISTED CT = CONTROL TRANSFORMER WITH ENERGY MANAGEMENT SYSTEM 9 = MOTORIZED OUTLET DAMPERS 19 = UL 762 LISTING WITH GREASE TROUGH, 27 = PROVIDE ONE (1) SPARE VFD 35 = WHITE PLASTIC GRILLE SP = STANDBY POWER F = FULL VOLTAGE NON REVERSING CONTACTOR 10 = MOTORIZED INLET VANES HINGED FAN ACCESS, DUCT ADAPTOR PLATE, FOR EACH HP SIZE SCHEDULED 36 = AUTOMATIC BELT TENSIONER EXP = EXPLOSION PROOF MOTOR & NON -SPARKING WHEEL 11= INLET GRAVITY DAMPERS AND CURB EXTENSION TO MAINTAIN A 28 = HIGH TEMPERATURE 37 = TIE DOWN POINTS/LIFTING LUGS PROP = WALL PROPELLER FAN 12 = OUTLET BACKDRAFT DAMPER MINIMUM 40" ABOVE ROOF 29 = UL 793 BUTTERFLY DISCHARGE 38 = MOTOR WITH THERMAL OVERLOAD EP = EMERGENCY POWER 13 = 12" HIGH ROOF CURB DAMPER 39 = SHALL RUN CONTINUOUSLY EXT. STATIC MAX. SONES MOTOR 1 STARTER WALL / ROOF OF OPERATING IDENTIFICATION SYSTEM QUANTITY DESIGN BASIS MODEL NO. TYPE CFM PRESSURE / ISOLATORS ACCESSORIES REMARKS / DUPLICATES (IN) O.V. (FPM) WATTS AMPS RPM ELEC. TYPE LOCATION ACCESSORIES OPENING WEIGHT (LBS) EF-1,2,3,4,5 TOILET EXHAUST 1 GREENHECK SP-B90 CEILING 75 0.25 2.5 / - 65 0.65 - 115/1/60 - - - 11 12, 16, 22, 30, 35, 38 PLUG TYPE DISCONNECT, LIGHT CENTRIFUGAL SWITCH CONTROL W1 DELAY EF-6 JANITOR CLOSET 1 GREENHECK SP-670 CEILING 50 0.25 1.4/- 45 0.53 - 115/1/60 - - - - 10 12, 16, 22, 30, 35, 38 PLUG TYPE DISCONNECT, LIGHT CENTRIFUGAL SWITCH CONTROL W1 DELAY I _F_ I I I I I I I I I I I I I I I I I I ROOFTOP A/C UNIT SCHEDULE GENERAL NOTES STARTER ACCESSORIES EQUIPMENT ACCESSORIES (1 PREMIUM EFFICIENCY MOTOR, SEE SPECS A = G-X-LINE 1 = ROOF CURB 11 = FANS ON EMERGENCY POWER * CONTRACTOR SHALL ENSURE ROOFTOP (2) INCLUDES WEIGHT OF INERTIA BASE, B = MANUAL MOTOR STARTER 2 = ECONOMIZER OPTION 12 = INLET SCREEN EQUIPMENT IS SECURED AND TIED DOWN TO IF APPLICABLE C = HAND -OFF -AUTO SWITCH, PILOT LIGHT, 3 = BAROMETRIC RELIEF DAMPER 13 = ROOF CURB ADAPTOR MEET WIND LOAD REQUIREMENTS SET FORTH IN (3) EXISTING TO REMAIN AND CONTROL TRANSFORMER IN 4 = 2" PLEATED MERV 7 FILTERS 14 = MOTORIZED OUTSIDE AIR AND RETURN AIR DAMPERS THE 2010 FLORIDA BUILDING CODE. REFER TO (4) 95°F DB AMBIENT AIR DESIGN CONDITION STARTER 5 = TIME DELAY RELAY W/ ANTI -SHORT CYCLE 15 = COIL GUARD STRUCTURAL DRAWINGS FOR ADDITIONAL D = VARIABLE FREQUENCY DRIVE (VFD) 6 = WEATHERPROOF HOUSING 16 = FACTORY DISCONNECT SWITCH REQUIREMENTS. E = LINE REACTOR, MAIN DISCONNECT, 7 = ALTERNATE INDOOR BLOWER MOTOR 17 = FACTORY SUPPLY AND RETURN SMOKE DETECTORS AND CONTROL RELAY FOR COMMUNICATION 8 = FAN SHALL RUN CONTINUOUSLY WITH ENERGY MANAGEMENT SYSTEM 9 = 7-DAY PROGRAMMABLE THERMOSTAT F = FULL VOLTAGE NON REVERSING CONTACTOR 10 = 90% EFF. FINAL FILTERS SUPPLY FAN OUTSIDE AIR CFM HEATING COIL COOLING COIL COMPRESSOR 4 SUPPLY FAN MOTOR 1 UNIT STARTER IDENTIFICATION AREA SERVED TYPE DESIGN MODEL N0. UNIT OPERATING ACCESSORIES REMARKS / EXT. S.P. TOTAL DEHUM ENT. LVG. MIN. GTH DISC. BASIS CFM (IN) S.P. MINIMUM MAXIMUM TYPE INPUT CFM DB / WB DB / WB BTU/HR QUANTITY / RLA ELEC. HP ELEC. MCA MOCP ELEC. TYPE LOCATION TYPE ACCESSORIES WEIGHT (LBS) DUPLICATES RTU-1 NORTH SIDE EXAM ROOMS, PACKAGE JCI J06ZJE18D2LZZ7 2,660 0.6" - 250 300 ELECTRIC 13.5 KW 2,660 76.9°F/64.5°F 56.8°F/55.0°F 76,100 2 / 9.3 EA. 208/3/60 1.5 208/3/60 53.3 60 208/3/60 F UNIT SEE DIV. 26 1,067 1, 4, 5, 6, 9, 12, 14, 15, 1 PROCEDURE RM DX @ 208V MOUNTED RTU-2 WAITING ROOMS, BREAK RM PACKAGE JCI J10ZJE18R2LZZ7 3,900 0.7" - 400 475 ELECTRIC 13.5 KW 3,900 77.1-F/64.6°F 54.2°F/53.9°F 124,100 2 / 16.0 EA. 208/3/60 3 208/3/60 58.8 60 208/3/60 F UNIT _ SEE DIV. 26 1,107 1, 4, 5, 6, 7, 9, 12, 14, 15, 16 ■ DX @ 208V MOUNTED RTU-3 SOUTH SIDE EXAM ROOMS, PACKAGE JCI J06ZJE18D2LZZ7 2,545 0.6" - 250 300 ELECTRIC 13.5 KW 2,545 77.0°F/64.5°F 56.3°F/54.6"F 75,500 2 / 9.3 EA. 208/3/60 1.5 208/3/60 53.3 60 208/3/60 F UNIT _ SEE DIV. 26 1,067 1, 4, 5, 6, 9, 12, 14, 15, 16 PROCEDURE RM DX 208V MOUNTED i 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFYTHE CONDITION OF ALL EXISTING EQUIPMENT, EXACT SIZES OF EXISTING V Q , DUCT, ETC. BEFORE DEMOLITION WORK IS BEGUN. REPORT ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS TO ARCHITECT AND ENGINEER PRIOR TO THE COMMENCEMENT OF DEMOLITION WORK. 2. REMOVE THE INDICATED HVAC ITEMS AS SHOWN ON PLANS. THIS INCLUDES ALL HANGERS, STRAPS AND RELATED MATERIAL. 3. PATCH OPENINGS IN WALLS TO MAINTAIN THE INTEGRITY OF THE WALL WHERE AIR DEVICES HAVE BEEN REMOVED; COORDINATE WITH ARCHITECT. 4. CONTRACTOR SHALL VERIFY CLEARANCE REQUIREMENTS AND INDICATE ROUTING OF NEW DUCTWORK BEFORE FABRICATION BEGINS AS RISES AND DROPS MAYBE NECESSARY DUE TO EXISTING FIELD CONDITIONS. 5. ALL ITEMS INDICATED BY THE MECHANICAL DRAWINGS TO BE REMOVED SHALL BE PRESENTED TO THE OWNER IN USEABLE CONDITION. IF THE OWNER WISHES TO UTILIZE THE EXISTING EQUIPMENT, CONTRACTOR SHALL MOVE THE EQUIPMENT TO ANON SITE LOCATION DESIGNATED BYTHE OWNER. ITEMS NOT RETAINED BYTHE OWNER SHALL BE DISPOSED OF IN A MANNER ACCEPTABLE BY LOCAL JURISDICTION. MECHANICAL DUCTWORK NOTES 1. ALL SUPPLY AIR DUCTWORK SHALL BE RECTANGULAR OR FLEXIBLE AS INDICATED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. ALL DUCTWORK IS SHOWN AS FREE AREA INSIDE DIMENSIONS. REFER TO SPECIFICATIONS FOR INSULATION REQUIREMENTS. DO NOT INSULATE EXHAUST DUCTWORK UNLESS OTHERWISE NOTED. 3. FOR LOW PRESSURE DUCTWORK USE SPIN -IN AND VOLUME DAMPER FOR ROUND TAKE OFFS FROM SQUARE DUCT. 4. FOR LOW PRESSURE DUCTWORK USE 45 DEGREE TAPS FOR ROUND TO ROUND TAKE OFF'S. PROVIDE VOLUME DAMPERS AT EACH TAKE OFF. S. DO NOT CONSTRUCT OR INSTALL TAPS OUT OF REDUCERS, TEES AND OR ELBOWS. 6. ALLOW FOR FIELD MEASURED OFFSETS OR TRANSITIONS, ELBOWS, ETC. 7. DOVETAIL AND/OR SEAL TIGHT FACE MOUNTED TAP -INS ARE NOT ACCEPTABLE. 8. SUPPORT ALL FLEXIBLE DUCTWORK AS INDICATED IN SMACNA FIGURE 3-9, 2010 BUT NOT LESS THAN 5'-0" O.C. 9. USE STAINLESS STEEL BANDS FOR FLEXIBLE DUCT CONNECTIONS. 10. GRILLES, REGISTERS AND DIFFUSERS CONNECTED BY FLEXIBLE DUCT SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. 11. COORDINATE FINAL LOCATION OF ALL REGISTERS, GRILLES, DIFFUSERS ETC. WITH ARCHITECTURAL DRAWINGS. 12. DO NOT USE FLEXIBLE DUCTWORK IN EXPOSED AREAS OR IN AREAS ABOVE HARD CEILINGS. 13, DIFFUSERS, REGISTERS, AND GRILLES SHOWN ON THE MECHANICAL DRAWINGS SHALL BE IN ACCORDANCE WITH THE DIFFUSER AND GRILLE SCHEDULE. SIZING OF BRANCH DUCTWORK TO SINGLE AIR DISTRIBUTION DEVICES SHALL BE IN ACCORDANCE WITH THE DIFFUSER AND GRILLE SCHEDULE UNLESS NOTED OTHERWISE. 14. PROVIDE MANUAL BALANCING/VOLUME DAMPERS AT ALL LOW PRESSURE BRANCH TAKE -OFFS TO DIFFUSERS AND GRILLES FROM SUPPLY AND RETURN MAINS AND SUB -MAINS, AND AT ALL LOW PRESSURE DUCT SPLITS OR SUB -MAIN TAKE -OFFS. 15. PROVIDE ACCESS PANELS IN AREAS WITH DRYWALL CEILINGS FOR ACCESS TO VOLUME DAMPERS. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECTURAL REFLECTED CEILING PLAN. 16. CONTRACTOR SHALL MAINTAIN CLEARANCE FOR ACCESS TO BALANCING DAMPERS AND ALL OTHER ITEMS REQUIRING MAINTENANCE ACCESS. 17. SPACES WITH DRYWALL CEILINGS SHALL HAVE FLANGE TYPE AIR DEVICES. 18. ALL LOW PRESSURE SUPPLY, RETURN, AND EXHAUST DUCTWORK SERVING TWO OR MORE AIR DISTRIBUTION DEVICES SHALL BE SIZED NOT TO EXCEED 1500 FEET PER MINUTE VELOCITY AND 0.07 INCH OF FRICTION LOSS PER 100 FEET OF DUCT. 19. ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 90A, AIR DUCT ACCESS AND INSPECTION, AND PROVIDED WITH SERVICE OPENINGS TO FACILITATE REMOVAL OF DUCT AND COMBUSTIBLE MATERIALS. 20. ALL DUCTWORK SHALL BE LOCATED ABOVE THE CEILING UNLESS OTHERWISE NOTED. MECHANICAL GENERAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND WITH ALL OTHER TRADES. IT IS INTENDED THAT A COMPLETE SYSTEM BE PROVIDED WITH ALL NECESSARY EQUIPMENT, APPURTENANCES, AND CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED WITH. ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, AND THESE CONTRACT DOCUMENTS SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL EXPENSE TO THE OWNER. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. 2. COORDINATE EQUIPMENT AND DUCTWORK WITH ALL OTHER DISCIPLINES AND TRADES. MAKE ALL OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 3. COORDINATE ALL WORK WITH OWNER TO MAINTAIN OPERATIONS AS REQUIRED, AND SCHEDULED WITH OWNER. 4. COORDINATE THE EXACT LOCATION AND SIZE OF ALL ROOF, WALL, AND SLAB PENETRATIONS WITH THE ARCHITECTURAL DRAWINGS. 5. MOUNT THERMOSTATS WHERE INDICATED ON PLANS, 5'-0" A.F.F. UNLESS NOTED OTHERWISE. 6. ALL EQUIPMENT, PIPING, CONDUIT, DUCT, CABLE, ETC, SHALL BE INSTALLED NO LESS THAN 12" ABOVE CEILING GRID. 7. ANY FAILURE OF EQUIPMENT, SYSTEM, OR UTILITY THAT MAY AFFECT OTHER AREAS OUTSIDE THE PROJECT AREA SHALL REQUIRE IMMEDIATE CORRECTIVE ACTION BYTHE CONTRACTOR AND SUBCONTRACTORS, WITHIN ONE HOUR DURING DAY SHIFT MONDAY-FRIDAY, AND WITHIN FOUR HOURS ON NIGHTS AND WEEKENDS. 8. CONTRACTOR SHALL INSTALLANY BALANCING DEVICE NECESSARY TO ACHIEVE PROPER ADJUSTING AND BALANCING OF MECHANICAL SYSTEMS. 9. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE PROJECT SCOPE, UTILITY CONNECTIONS, AND ALL BUILDING SERVICES. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING EQUIPMENT, DUCTWORK, ETCETERA PRIOR TO STARTING WORK. REPORT ALL DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS TO ENGINEER PRIOR TO STARTING ANY WORK. 10. CONTRACTOR SHALL PROVIDE NEW FILTERS AT EXISTING AHU BEFORE OWNER OCCUPIES NEW RENOVATED AREAS. 11. CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL DOCUMENTS FOR DETAILS REGARDING MINIMUM REQUIREMENTS FOR THROUGH -PENETRATION FIRE STOP SYSTEMS. WHERE A NEW OR UNFORESEEN CONDITION EXISTS THAT IS NOT COVERED IN DOCUMENTS SUCH AS TYPE OF CONDUIT, SIZE OR DIAMETER, CONTRACTOR SHALL PROVIDE "ON -SITE FOR INSPECTION" A LISTED UL-RATED SYSTEM FOR ACTUAL CONDITIONS TO MEET FIRE RATING OF CONSTRUCTION CLASSIFICATION REFERENCED IN ARCHITECT'S LIFE SAFETY PLANS. 12. STANDARD DETAILS ILLUSTRATED ON THE DRAWINGS SHALL BE APPLIED IN ALL CASES WHERE THE FEATURE OCCURS IN THE SYSTEM DESIGN. 13. SUPPORTS, ANCHOR BOLTS, AND HANGERS FOR ALL EQUIPMENT SPECIFIED IN DIVISION 23 SHALL CONFORM TO THE SPECIFICATIONS. MISCELLANEOUS STEEL BRACING SUPPORTS AND REINFORCING STEEL NEEDED TO SUPPORT EQUIPMENT SPECIFIED IN DIVISION 23 SHALL BE FURNISHED AS PART OF SCOPE OF WORK OF DIVISION 23. 14. SEE STRUCTURAL DRAWINGS FOR HANGING REQUIREMENTS FROM ROOF TRUSSES OR FLOOR JOISTS. 15. SMOKE DETECTORS SHALL BE LOCATED AS INDICATED ON THE MECHANICAL PLANS AND IN CONFORMANCE WITH NFPA 90A AND LOCAL CODES. 16. COORDINATE WORK WITH OTHER TRADES. COORDINATE ALL EQUIPMENT WITH CONTROL SYSTEM FOR A COMPLETE OPERABLE SYSTEM. 17. COORDINATE WITH ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ALL ELECTRICAL REQUIREMENTS. 18. COORDINATE WITH PLUMBING DRAWINGS AND SPECIFICATIONS FOR ALL PLUMBING REQUIREMENTS. 19. PATCH ALL CUTTING OR DRILLING OF EXISTING FINISHED WALLS, CEILINGS, OR FLOORS. 20. INSTALL AN ACCESS PANEL IN HARD CEILINGS WHEREVER ACCESS IS REQUIRED FOR DAMPERS OR ANY OTHER EQUIPMENT REQUIRING ACCESS. COORDINATE WALL ACCESS PANELS WITH ARCHITECT. 21. WHERE WORK IN RENOVATED AREAS AFFECTS SYSTEMS IN OTHER AREAS OF THE PROJECT SCOPE, THE CONTRACTOR SHALL COORDINATE THIS WORK WITH THE OWNER. THIS WORK SHALL BE DONE TO FIT THE SITE OPERATIONAL SCHEDULE AND MINIMIZE DISRUPTION/DISCOMFORT TO OCCUPIED AREAS. PROVIDE 48 HOURS WRITTEN NOTICE WITH ANTICIPATED DURATION OF OUTAGE. 22. ALL PENETRATIONS THROUGH RATED WALLS, FLOORS AND PARTITIONS MUST BE INSTALLED AND FIRESAFED TO MEET UL FIRE RESISTANCE LISTING DETAILS FOR THE PENETRATION. REFER TO PROJECT SPECIFICATIONS. 23. COORDINATE WITH ALL TRADES FOR REQUIRED CEILING REMOVAL IN EXISTING BUILDING. NOTIFY THE ARCHITECT AND OWNER PRIOR TO COMMENCING REMOVAL. REMOVE ONLY THAT PORTION OF CEILING NECESSARY TO ACCESS AND COMPLETE THE NEW WORK. UPON COMPLETION OF THE ABOVE CEILING WORK, CEILING IS TO BE REINSTALLED. REPLACE ANY DAMAGED CEILING TILES WITH NEW TILES TO MATCH EXISTING. 24. OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10 FEET FROM EXHAUST FAN DISCHARGE AND PLUMBING VENT LOCATIONS. 25. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT PRIOR TO CUTTING ANY OPENING IN THE STRUCTURE. 26. COORDINATE ALL WORK WITH ARCHITECTURAL PHASING PLAN. 27. UPON COMPLETION OF WORK, AN INDEPENDENT CERTIFIED TEST & BALANCE ENGINEER SHALL BALANCE ALL SYSTEMS, AND SUBMIT A WRITTEN TEST & BALANCE AND OPERATION OF CONTROLS REPORT TO ARCHITECT/ENGINEER ALONG WITH OPERATION AND MAINTENANCE MANUALS. OUTSIDE AIR CALCULATION CHART PER ASHRAE 62.1 RTU-1 DESIGN CONDITION: COOLING OPERATION SYSTEM VENTILATION EFFICIENCY: 1.00 REQUIRED SYSTEM OUTDOOR AIR (CFM): 212 SPACE VENTILATION ANALYSIS TABLE ZONE NAME /SPACE NAME SUPPLY AIR FLOOR AREA REQUIRED OUTDOOR AIR TIME AVERAGED REQUIRED OUTDOOR AIR AIR DISTRIBUTION REQUIRED OUTDOOR AIR UNCORRECTED OUTDOOR AIR ZONE VENTILATION (CFM) Z (FT) (CFM/FTZ) OCCUPANCY (CFM/PERSON) EFFECTIVENESS (CFM) (CFM) EFFICIENCY NORTH ZONE 1 2660 1 2091 1 0.06 18 5 1.0 210 215.5 1.01 TOTALS1 2660 1 2091 1 210 215.5 RTU-2 DESIGN CONDITION: COOLING OPERATION SYSTEM VENTILATION EFFICIENCY: 1.00 REQUIRED SYSTEM OUTDOOR AIR (CFM): 234 SPACE VENTILATION ANALYSIS TABLE SUPPLY AIR FLOOR AREA REQUIRED TIME AVERAGED REQUIRED AIR DISTRIBUTION REQUIRED UNCORRECTED ZONE ZONE NAME / SPACE NAME (CFM) Z (�) OUTDOOR AIR OCCUPANCY OUTDOOR AIR EFFECTIVENESS OUTDOOR AIR OUTDOOR AIR VENTILATION (CFM/FT2) (CFM/PERSON) (CFM) (CFM) EFFICIENCY CENTER ZONE 3900 2283 0.06 1 20 1 5 1 1.0 1 235 237 1 1.01 TOTALS 1 3900 2283 1 1 1 1 235 237 RTU-3 DESIGN CONDITION: COOLING OPERATION SYSTEM VENTILATION EFFICIENCY: 1.00 REQUIRED SYSTEM OUTDOOR AIR (CFM): 201 SPACE VENTILATION ANALYSIS TABLE ZONE NAME / SPACE NAME SUPPLY AIR FLOOR AREA REQUIRED OUTDOOR AIR TIME AVERAGED REQUIRED OUTDOOR AIR AIR DISTRIBUTION REQUIRED OUTDOOR AIR UNCORRECTED OUTDOOR AIR ZONE VENTILATION (CFM) (FTz) (CFM/FT) OCCUPANCY (CFM/PERSON) EFFECTIVENESS (CFM) (CFM) EFFICIENCY SOUTH ZONE 2545 1978 0.06 17 5 1.0 202 204 1.01 TOTALS 2545 1 1978 1 1 1 1 3 202 204 HVAC ABBREVIATIONS AB = AIR BLENDER AHU = AIR HANDLING UNIT AD = ACCESS DOOR MVD = MANUAL VOLUME DAMPER T = THERMOSTAT IC = INSIDE CLEAR EF = EXHAUST FAN HVAC LEGEND ® 150 SUPPLY DIFFUSER & AIR QUANTITY 150R RETURN GRILLE & AIR QUANTITY ® 75E EXHAUST GRILLE & AIR QUANTITY �- SMOKE DETECTOR QT THERMOSTAT MVD ER•- RISE IN DUCTWORK �� DROP IN DUCTWORK BSUPPLY DUCTWORK RETURN OR EXHAUST DUCTWORK MECHANICAL INDEX SHEET DESCRIPTION MOA MECHANICAL LEGEND, NOTES, AND SCHEDULES MO.2 MECHANICAL SPECIFICATIONS MO.3 MECHANICAL SPECIFICATIONS MOA MECHANICAL SPECIFICATIONS MIA MECHANICAL FLOOR PLAN - DEMOLITION M1.2 MECHANICAL ROOF PLAN - DEMOLITION M2.1 MECHANICAL FLOOR PLAN - NEW CONSTRUCTION M2.2 MECHANICAL ROOF PLAN - NEW CONSTRUCTION M3.1 MECHANICAL DETAILS % Q STATE OF �LORiO�,\ REVISIONS BY �1 03.10.15 IS �----� ♦ m co i m u -a c° , •-• �r Q O p E u o ti ~C x y � cz �--■ G u C U N �. -3 ._ o ti c 0 a ti N Cl) a v��a .a zv'0a p�.. 6UCS��� �oa�a a� �Aa � O O 10 O MO Cat 0 �v Evm O O OV m N Z 0 0 ` Ln rn oo. �i° � m M a+ W "i Ln u a r W r- fz. m N N co �� a W =m 3 0 3 L 3 Z n. V � Z W Y � N 0 00 � m r ry t' LO 0 Z m cn c ui c > o ai Q LL C U �lD Y .I r"'� Lz 3 0 O u l7N yO C7 U •- `\ � a oo u a Q a U w Q U O - Z Z 0 J J U Li .� C cUWE vio -U � - 0 V :T-- t 0 w - 0 CC MO N 0-0 N to 0 [0 � < C:) co 0 Q (0 00 W Li- c L Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: . Job: 14-137 Sheet moo 1 TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79 AND CHAPTER 633, FLORIDA STATUTES. _. 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CONNECT TO COMPATIBLE WALL MOUNTED REMOTE ANNUNCIATOR WITH AUDIBLE AND VISUAL ALARMS EQUAL TO AIR PRODUCTS AND CONTROLS MSR-100 SERIES. ANNUNCIATOR SHALL BE MOUNTED IN A CONSTANTLY ATTENDED LOCATION. NOTE: RTU-2 SHALL HAVE TWO (2) REMOTE ANNUNCIATORS, ONE EACH ACROSS FROM \ EACH NURSE STATION. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW ----� CONNECT TO THIS POINT NI-OEN �\\ GENS -"('. ' 7J 31; 2 //s CrO�in % STATE OF i FLORIO�. Ci /S/O,NP' REVISIONS BY A03. 10.15 IS r r � v U � < ^' ti U N '- Q a y T I v� awl N!�E-r.. m O U a O }, rn d z a a aka a�in 0o14 a o �0 � v C v m O O O Ql N vu') Z O O M O O U m m w v a W m W CLL 3 Z 0 3 L 3 a V � W Y Y N �3 N N W m tf L N D o z m m j ro ui C a c Qo y LL C . L lD Y V �\_ O ate+00 en N W-O u a IT, U U — Z Z 0 J J U � � O m �L J C cUILL] E�o �— O —U vW�a>o U c O N n.�' CD a� cy- Q J C:)N� m W LL Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: . Job: 14-137 Sheet M2* 1 FO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CUULS AND I Ht APPLICABLt FIRt-SAFL I Y S I ANDAKUS A5 Ut I tKMINtU by I HL LULAL AU I HUKI I Y IN ALLUKUANLL W I I H LHAP I tK 553. /y ANU LMAH I tK bss, rLUnI UA 5I A I U I _. - ,-. __ _ � __— - - 1 I — �I LUMINAIRE SCHEDULE TYPE MANUFACTURER CATALOG NO. VOLTAGE LAMPS WATTAGE MOUNTING DESCRIPTION NOTES F1 METALUX 2GR8-232A125- 120 2-F32T8 61 CEILING RECESSED 2' X 4' FLUORESCENT STATIC UNV-EB81-U GRID TROFFER WITH ACRYLIC LENS F1A METALUX 2GR8-232A125- 120 2-F32T8 61 CEILING RECESSED 2' X 4' FLUORESCENT STATIC UNV-EB81- GRID TROFFER WITH ACRYLIC BAL140OLPACTD LENS AND A SELF-CONTAINED EMERGENCY BATTERY PACK F2 METALUX 2RDI-217RP- 120 2-F17T8 34 CEILING RECESSED 2' X 2' FLUORESCENT DIRECT/ UNV-EB81-U INDIRECT LUMINAIRE WITH CENTER -MOUNT LAMPS F2A METALUX 2RDI-217RP- 120 2-F17T8 34 CEILING RECESSED 2' X 2' FLUORESCENT DIRECT/ UNV-EB81- INDIRECT LUMINAIRE WITH BAL140OLPACTD CENTER -MOUNT LAMPS AND A SELF-CONTAINED EMERGENCY BATTERY PACK F3 HALO PD6H132E-62HWB 120 1-32W TTT 36 CEILING RECESSED 6" FLUORESCENT DOWNLIGHT WITH A SPECULAR CLEAR REFLECTOR F4 SHAPER 658-15-W-L1/827- 120 LED FURNISHED 11 WALL MOUNTED AT DECORATIVE LED WALL SCONCE UNV-COLOR BY AIA WITH FIXTURE 6'-0" AFF TO C/L WITH LUMINOUS SHIELD F5 ALL -PRO ET40OLVAT-ERT403LV 120 SOW 12V MR16 50 CEILING RECESSED 4" LOW VOLTAGE DOWNLIGHT WITH A SPECULAR CLEAR REFLECTOR F6 TERON LIGHTING TLNIW-F226Q- 120 2-26W QE 56 WALL MOUNTED EXTERIOR ARCHITECTURAL FLUORECENT LUMINAIRE F7 TERON LIGHTING TLNW-F142X- 120 1-42W TBX 48 WALL MOUNTED EXTERIOR ARCHITECTURAL DL FLUORECENT LUMINAIRE, DOWNLIGHT ONLY F8 MCGRAW-EDISON TLM-400-MP-MT- 120 1-40OW PULSE 452 POLE MOUNTED EXTERIOR ARCHITECTURAL 5S-FG-DP-FF-DM START METAL SITE LIGHTING LUMINAIRE WITH HALIDE TYPE V SEGMENTED DISTRIBUTION AND FLAT GLASS LENS ®� ALL -PRO APX7R 120 LED 1 CEILING SURFACE LED EXIT SIGN. NUMBER OF FACES AND CHEVRONS AS INDICATED ON DRAWINGS. DESIGN GENERAL NOTES 1. VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED AND COMPLY WITH FLORIDA BUILDING CODE 13-413. FEEDER CONDUCTORS HAVE BEEN SIZED FOR A MAXIMUM VOLTAGE DROP OF 2 PERCENT AT DESIGN LOAD AND BRANCH CONDUCTORS HAVE BEEN SIZED FOR A MAXIMUM VOLTAGE DROP OF 3 PERCENT AT DESIGN LOAD. DURING CONSTRUCTION ALL 208/120 VOLT BRANCH CIRCUITS THAT EXCEED 120 FEET IN LENGTH FROM THE ELECTRIC PANEL TO THE DEVICE SHALL REQUIRE THE CONDUCTORS TO BE UPSIZED TO THE NEXT NOMINAL SIZE SO AS NOT TO EXCEED THE MAXIMUM VOLTAGE DROP. 2. THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT APPLYING TO ELECTRICAL INSTALLATIONS, THE FOLLOWING CODES ARE APPLICABLE: 1. NFPA 70: NATIONAL ELECTRICAL CODE (2008) 2. NFPA 72: NATIONAL FIRE ALARM CODE (2007) 3. NFPA 101: LIFE SAFETY CODE (2009) 4. NFPA 241: STANDARD FOR SAFEGUARDING CONSTRUCTION ALTERATION AND DEMOLITION OPERATIONS (2004) 5. FLORIDA BUILDING CODE 2010 GENERAL ELECTRICAL CONSTRUCTION NOTES: 1. PROVIDE TYPED DIRECTORY CARDS UNDER PLASTIC DOORS OF BRANCH CIRCUIT PANEL - BOARDS NEW AND EXISTING AFFECTED UNDER THE SCOPE OF THIS PROJECT. DIRECTORIES SHALL INDICATE DEVICES BEING SERVED INCLUDING SPACE NUMBERS IN WHICH DEVICES OR FIXTURES ARE LOCATED. SPACE NAMES AND NUMBERS SHALL MATCH THE GRAPHICS INSTALLED IF DIFFERENT FROM THE SPACE NAMES AND NUMBERS ON THE DRAWINGS. 2. ELECTRICAL CONTRACTOR SHALL REFER TO THE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL DESIGN STANDARDS. THE ELECTRICAL SPECIFICATIONS ARE A BINDING PART OF THE CONSTRUCTION DOCUMENTS. WHENEVER A CONFLICT OCCURS BETWEEN THE CONTRACT DOCUMENTS AND THE SPECIFICATIONS, THE ELECTRICAL CONTRACTOR SHALL CALL THE ENGINEER TO CLARIFY. 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CODE COMPLIANT PENETRATIONS FOR ALL NEW CONDUITS ENTERING/EXITING FIRE RATED WALLS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED WALLS. ALL EXISTING NON -CODE COMPLIANT ELECTRICAL PENETRATIONS WITHIN THE PROJECT SCOPE (INCLUDING BUT NOT LIMITED TO EXISTING ELECTRICAL ROOMS, AND CORRIDORS) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT. GENERAL NOTES 1. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL ELECTRICAL RACEWAYS AND SHALL BE SIZED IN ACCORDANCE WITH N.E.C. ARTICLE 250-122. 2. DISREGARD SYMBOLS AND ABBREVIATIONS WHICH ARE NOT USED ON CONTRACT DOCUMENTS 3. LEGEND SYMBOLS SHOWN WITH AN "E" NEXT TO THE SYMBOL INDICATES EXISTING DEVICE TO REMAIN. ABBREVIATIONS 4. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO REMOVE AND RE -INSTALL AFF ABOVE FINISHED FLOOR ANY LIGHT FIXTURES OR CEILING MOUNTED DEVICES THAT NEED TO BE TEMPORARILY REMOVED, AHU - AIR HANDLING UNIT DUE TO THE RENOVATION OF ANY MECHANICAL AND ELECTRICAL SYSTEMS. THE CONTRACTOR BFG C - BELOW FINISHED GRADE CONDUIT SHALL VERIFY ALL AREAS OF POTENTIAL CEILING RE -WORK PRIOR TO BID. CLG CEILING MOUNTED C/L - CENTERLINE 5. THE ELECTRICAL CONTRACTOR (E.C.) SHALL VISIT THE SITE PRIOR TO BID AND ALLOW FOR CU - CONDENSING UNIT EXISTING CONDITIONS IN HIS BID. THE E.C. SHALL ALSO MATCH THE EXISTING COLOR SCHEME CW DN - COOL WHITE DOWN OF ELECTRICAL DEVICES ALREADY ESTABLISHED ON SITE AND CONFIRM WITH OWNER. EDH -ELECTRIC DUCT HEATER EF EXHAUSTFAN 6. COORDINATE WITH OWNER OR OWNER'S SELECTED VENDOR PRIOR TO ROUGH -IN FOR EXACT ENCL ENCLOSURE LOCATIONS OF SPECIAL PURPOSE OUTLETS DEDICATED TO SPECIFIC EQUIPMENT. VERIFY EWC ELECTRIC WATER COOLER REQUIRED NEMA CONFIGURATION OF ALL SUCH OUTLETS. EX EX ELECTRIC WATER HEATER -EXPLOSION PROOF FCU - FAN COIL UNIT 7. INCLUDE A GREEN -INSULATED GROUNDING CONDUCTOR SIZED PER N.E.C. TABLE 250.122 FHP - FRACTIONAL HORSEPOWER WITH ALL BRANCH CIRCUIT CONDUCTORS CONNECTED TO LIGHTING FIXTURES, RECEPTACLES FLA - FULL LOAD AMPERES AND MECHANICAL OR OTHER DEVICES. G GFI - GROUND -GROUND FAULT INTERRUPTER GWH - GAS WATER HEATER HID - HIGH INTENSITY DISCHARGE HOA - HANDS OFF AUTOMATIC HORIZ - HORIZONTAL LW - LOW WHITE HP - HORSEPOWER, HEAT PUMP HVAC - HEATING, VENTING AIR CONDITIONING 1B - JUNCTION BOX LRA - LOCKED ROTOR AMPERES MCB - MAIN CIRCUIT BREAKER MLO - MAIN LUGS ONLY N - NEUTRAL NIL - NIGHTLIGHT OB - OUTLET BOX PB - PULL BOX, PUSHBUTTON PS - PAY STATION RECEPT- RECEPTACLE SF SUPPLY FAN SPEC SPECIFICATIONS TL - TWISTLOCK TTB - TELEPHONE TERMINAL BOARD VERT - VERTICAL WP - WEATHERPROOF WW WARM WHITE XFMR TRANSFORMER ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING ® FLUORESCENT LIGHT FIXTURE SEE FIXTURE SCHEDULE CaFLUORESCENT LIGHT FIXTURE WITH A SELF- CONTAINED EMERGENCY BATTERY PACK SEE FIXTURE SCHEDULE "�j FLUORESCENT, INCANDESCENT OR HID LIGHT FIXTURE SEE FIXTURE SCHEDULE FLUORESCENT, INCANDESCENT OR HID LIGHT FIXTURE WITH A SELF-CONTAINED EMERGENCY BATTERY PACK SEE FIXTURE SCHEDULE FLUORESCENT, INCANDESCENT OR HID LIGHT FIXTURE SEE FIXTURE SCHEDULE FLUORESCENT, INCANDESCENT OR HID LIGHT FIXTURE WITH A SELF-CONTAINED EMERGENCY BATTERY PACK SEE FIXTURE SCHEDULE FLUORESCENT STRIP LIGHT FIXTURE SEE FIXTURE SCHEDULE FLUORESCENT STRIP LIGHT FIXTURE WITH A SELF-CONTAINED EMERGENCY BATTERY PACK SEE FIXTURE SCHEDULE ® EXIT LIGHT FIXTURE. (SHADED QUADRANT) INDICATES FACE(S) OF FIXTURES SEE FIXTURE SCHEDULE EXIT LIGHT FIXTURE. (SHADED QUADRANT) INDICATES FACE(S) OF FIXTURES SEE FIXTURE SCHEDULE LIGHT TRACK WITH LIGHT FIXTURES SEE FIXTURE SCHEDULE % 01 CHANDELIER INCANDESCENT SEE FIXTURE SCHEDULE EMERGENCY BATTERY PACK LIGHT FIXTURE SEE FIXTURE SCHEDULE Q REMOTE EMERGENCY LIGHT HEAD SEE FIXTURE SCHEDULE �❑ PARKING LOT OR ROADWAY LIGHT FIXTURE SEE FIXTURE SCHEDULE QO SIDEWALK BOLLARD LIGHT FIXTURE SEE FIXTURE SCHEDULE FLUORESCENT, INCANDESCENT OR HID ADJUSTABLE LIGHT FIXTURE SEE FIXTURE SCHEDULE PADDLE TYPE CEILING FAN SEE FIXTURE SCHEDULE ® EXHAUST FAN SEE MECHANICAL DRAWINGS s SWITCH, SINGLE POLE 46" AFF TO C/L S a SWITCH, SINGLE POLE (SUBSCRIPT INDICATES CONTROLLING SWITCH) 46" AFF TO C/L S 2 SWITCH, DOUBLE POLE 46" AFF TO C/L S 3 SWITCH, THREE-WAY 46" AFF TO C/L S 4 SWITCH, FOUR-WAY 46" AFF TO C/L S L SWITCH, LOW VOLTAGE 46" AFF TO C/L SD SWITCH, DIMMER 46" AFF TO C/L S F SWITCH, FAN 46" AFF TO C/L So OVERRIDE SWITCH, SEE DRAWINGS FOR ADDITIONAL INFORMATION 46" AFF TO C/L S P SWITCH, WITH PILOT LIGHT 46" AFF TO C/L ST SWITCH, WITH TIMER 46" AFF TO C/L S m SWITCH, MOTOR RATED 46" AFF TO C/L Ss SWEEP CONTROL SWITCH, SEE DETAIL AND SPECIFICATIONS FOR ADDITIONAL INFORMATION 46" AFF TO C/L 0_ 20 AMP SINGLE RECEPTACLE 18" AFF TO C/L EWC 0-- 20 AMP SINGLE RECEPTACLE FOR ELECTRIC WATER COOLER COORDINATE WITH GENERAL CONTRACTOR 20 AMP DUPLEX RECEPTACLE 18" AFF TO C/L 20 AMP DUPLEX RECEPTACLE 44" AFF TO C/L OR AS NOTED 20 AMP QUADPLEX RECEPTACLE 18" AFF TO C/L ♦ 20 AMP GFCI DUPLEX RECEPTACLE 18" AFF TO C/L WP 20 AMP GFCI DUPLEX RECEPTACLE WITH WEATHERPROOF COVER 18" AFF TO C/L 20 AMP DUPLEX RECEPTACLE (TOP HALF SWITCHED) 18" AFF TO C/L IG 20 AMP ISOLATED GROUND DUPLEX RECEPTACLE (ORANGE DEVICE) 18" AFF TO C/L IG 20 AMP RECEPTACLE LATED GROUND ( (ORANGE DEVICE) DUPLEX 44" AFF O C/L OR AS NOTED IG 20 AMP ISOLATED GROUND DUPLEX RECEPTACLE (ORANGE DEVICE) AND 20 AMP. DUPLEX RECEPTACLE 18" AFF TO C/L 20 AMP GFCI DUPLEX RECEPTACLE 44" AFF TO C/L OR AS NOTED 125/25OV., 3P., 3W. MP., I (DRYER) 46" AFF EO C/L OR OT Ivu lavo COMBINATION MAGNETIC MOTOR STARTER STARTER SIZE 60" AFF TO TOP �p MANUAL MOTOR STARTER STARTER SIZE 60" AFF TO TOP MOTOR CONNECTION AS NOTED OS SHUNT -TRIP BUTTON IN A KEYED LOCK ENCLOSURE 46" AFF TO C/L OR AS NOTED ELECTRIC DUCT HEATER SEE MECHANICAL DRAWINGS ® DOOR CHIME 84" AFF TO C/L DOORBELL PUSHBUTTON 46" AFF TO C/L Q THERMOSTAT SEE MECHANICAL DRAWINGS 1 MOTORIZED DAMPER SEE MECHANICAL DRAWINGS ( 1O KEYED NOTES - PANELBOARD UNDER 250 VOLTS 72" AFF TO TOP ® PANELBOARD OVER 250 VOLTS 72" AFF TO TOP QT DRY TYPE TRANSFORMER SEE TRANSFORMER SCHEDULE 8 AUTOMATIC TRANSFER SWITCH 72" AFF TO TOP QOO D SD-SUPPLUCT Y RKREDTURN ETECT0R DUOCTWORK UNTED 0 MECH. TIME SWITCH WALL MOUNTED ® CONTACTOR WALL MOUNTED ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING -{�+-- BRANCH CIRCUIT CONCEALED ABOVE CEILING OR IN WALL. SLASH MARKS INDICATE NUMBER OF CONDUCTORS. SHORT SLASHES INDICATE PHASE CONDUCTOR OR SWITCH LEG. LONG SLASH INDICATES NEUTRAL CONDUCTOR. SHORT HOOKED SLASH INDICATES ISOLATED GROUND (EQUIPMENT GROUND REQUIRED BUT NOT SHOWN). TWO CONDUCTORS PLUS GROUND REQUIRED (UNLESS OTHERWISE NOTED OR MARKED). -}�- BRANCH CIRCUIT WITH ISOLATED GROUND -�x--. HOME RUN TO PANELBOARD --- BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB OR UNDERGROUND - - - - BRANCH CIRCUIT CONDUIT EXPOSED -W- SURFACE MOUNTED DECORATIVE RACEWAY (EQ.: WIREMOLD) -LY- LOW VOLTAGE WIRING INSTALLED IN CONDUIT -LS- LIFE SAFETY BRANCH CIRCUIT _C_ CRITICAL BRANCH CIRCUIT -EQ- EQUIPMENT BRANCH CIRCUIT -� CONDUIT RUN UP -� CONDUIT RUN DOWN EQUIPMENT CONNECTION USING FLEXIBLE CONDUIT SO PAGING/MUSIC SPEAKER CEILING RECESSED PAGING/MUSIC SPEAKER WALL MOUNTED, COORDINATE V� WITH ARCH. DWGS. 0 VOLUME CONTROL SWITCH 46" AFF TO C/L CCTV CAMERA AS INDICATED ON DRAWINGS QM CCTV MONITOR SITTING ON COUNTER Q DOOR CONTROL KEY PAD 46" AFF TO C/L 04 SPECIAL PURPOSE RECEPTACLE AS INDICATED ON DRAWINGS O 20 AMP DUPLEX RECEPTACLE FLUSH WITH FINISHED INSTALLED IN FLOOR BOX FLOOR 20 AMP DUPLEX RECEPTACLE MOUNTED TO UNDER FLOOR DUCT 20 AMP DUPLEX RECEPTACLE MOUNTED FLUSH WITH FINISHED CEILING 0 OUTLET, JUNCTION OR PULL BOX AS NOTED FRAME SIZE 30 3 DISCONNECT SWITCH 60" AFF TO TOP FUSE SIZE MAGNETIC MOTOR STARTER 60" AFF TO TOP STARTER SIZE ® OCCUPANCY SENSOR SEMI -FLUSH MOUNTED IN THE CEILING TELEPHONE, TELEVISION AND COMPUTER LEGEND SYMBOL DESCRIPTION MOUNTING p TELEPHONE/DATA OUTLET FOR DESK 18" AFF TO C/L MOUNTED EQUIPMENT C TELEPHONE/DATA OUTLET FOR COUNTER SEE ARCHITECTURAL TOP MOUNTED EQUIPMENT INTERIOR ELEVATIONS D TELEPHONE OUTLET FOR DESK 18" AFF TO C/L MOUNTED TELEPHONE W TELEPHONE OUTLET FOR WALL 54" AFF TO C/L MOUNTED TELEPHONE C TELEPHONE OUTLET FOR COUNTER TOP SEE ARCHITECTURAL TELEPHONE INTERIOR ELEVATIONS P TELEPHONE OUTLET FOR PUBLIC PAY 54" AFF TO C/L TELEPHONE v TELEVISION OUTLET 18" AFF TO C/L UNLESS OTHERWISE INDICATED Q D COMPUTER OUTLET FOR DESK MOUNTED 18" AFF TO C/L COMPUTER EQUIPMENT Q C COMPUTER OUTLET FOR COUNTER TOP SEE ARCHITECTURAL COMPUTER EQUIPMENT INTERIOR ELEVATIONS ® TELEPHONE TERMINAL BOARD "TTB" WALL MOUNTED T.T.B. m TELEPHONE TERMINAL CABINET "TTC" 72" AFF TO TOP T.T.C. m COMPUTER TERMINAL CABINET "CTC" 72" AFF TO TOP C.T.C. ® CABLE TELEVISION TERMINAL BOARD WALL MOUNTED C.T.T.B. 1'CTTB" ELECTRICAL INDEX SHEET DESCRIPTION EO LEGEND AND LIGHTING FIXTURE SCHEDULE El SITE PLAN - LIGHTING AND POWER E2 FLOOR PLAN - DEMOLITION - POWER AND LIGHTING E3 ROOF PLAN - DEMOLITION - POWER E4 FLOOR PLAN - LIGHTING E5 FLOOR PLAN - POWER AND COMMUNICATIONS E6 ROOF PLAN - POWER E7 ELECTRICAL DETAILS E8 POWER DISTRIBUTION RISER DIAGRAM AND PANEL SCHEDULES E9 SPECIFICATIONS E10 SPECIFICATIONS Ell SPECIFICATIONS A1 REVISIONS BY Ql 03.10.15 RM ! u o0 I�r tD M • v M C") ¢.nti G 0 o ti ti x u . / C: a U U � N ti > y ti ti � � c 0 N m Uj A ���dyyy A Z O U p; O U ZO WUt14 rn �Aa � O O rn LZ .0 C O 0 0 V o 0 o m 00 W Z oO �Qnm mm Le) Ln U a.arc W ^ n v n n a W �m 0LL Zr 3 3 a v _ 0 m Z W ]C 61 N Y N D 00 �^ m t N f= � 0 LL; r^n Z cn a c c o `o c Q � r L LO -R V .I \\ V A w Ln N r1ir iu O 0 a a — u QVUw(7Q U C' — Z Z 0 J J U � � J m p _J >• -0 Q � t C cUWEvi� U o =0 > L4- 0 i U C �O Ns0- Q J 0 N Q to U_ OO 0 W LL_ Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: BK Job: 14-137 Sheet EO f0 THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79 AND CHAPTER 633, FLORIDA STATUTES. F1 F1; J: J ` F7 KEYNOTES OPROVIDE WATTSTOPPER DSW-100 OR APPROVED EQUAL. SET AS "MANUAL ON", "WALK-THROUGH" 5 MINUTE DELAY. PROVIDE AN UNSWITCHED CIRCUIT CONDUCTOR TO SWITCH FOR LIGHTING CONTROL INDEPENDENT OF THE LIGHTING MANAGEMENT SYSTEM. TYPICAL. OLIGHTING MANAGEMENT SYSTEM OVERRIDE SWITCH. PROVIDE TORK, LCS115M MOMENTARY SWITCH OR EQUIVALENT. PROVIDE TWO CONDUCTOR SHIELDED CABLE. PERMITS THE OPERATION OF LIGHTING WITHIN THE SPACE AFTER HOURS BY OVERRIDING THE LIGHTING MANAGEMENT SYSTEM FOR A MAXIMUM OF 4 HOURS. TYPICAL. OPASSIVE INFRARED TECHNOLOGY 120V OCCUPANCY SENSOR - WATTSTOPPER CI-355-1 SERIES OR APPROVED EQUAL. INTEGRAL "WALK-THROUGH" MODE TURNS LIGHTS OFF 3 MINUTES AFTER THE AREA IS INITIALLY OCCUPIED (IF OCCUPANT DOES NOT REMAIN IN AREA). OEXHAUST FAN SHALL BE WIRED TO LIGHT SWITCH. SET TIME DELAY TO 30 MINUTES. EXHAUST FAN FURNISHED WITH FACTORY PLUG TYPE DISCONNECT. OEXHAUST FAN SHALL BE CONTROLLED WITH THE LIGHTING IN THIS ROOM. EXHAUST FAN FURNISHED WITH FACTORY PLUG TYPE DISCONNECT. OLIGHTING CONTROL PANEL TORK ELC712. REFER TO MANUFACTURER INSTRUCTIONS FOR ADDITIONAL INFORMATION. DRAWING NOTES 1. FIXTURES MARKED WITH "NL" ARE DESIGNATED AS NITE-LITES. WIRE FOR CONTINUOUS 24 HOUR OPERATION. 2. ALL LIGHTING CIRCUITS ARE TO BE CONTROLLED THROUGH PREMISES LIGHTING MANAGEMENT SYSTEM WITH THE EXCEPTION OF EXIT SIGNAGE, EMERGENCY BALLASTS IN FIXTURES DESIGNATED FOR EMERGENCY EGRESS, FIXTURES DESIGNATED AS "NITE-LITES", AND FIXTURES IN SPACES CONTROLLED BY OCCUPANCY/VACANCY SENSORS. PROVIDE FOR ADDITIONAL UNSWITCHED CIRCUITS IN ADDITION TO BRANCH CIRCUITS CONTROLLED THROUGH THE LIGHTING MANAGEMENT SYSTEM. NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING EXISTING ER EXISTING RELOCATED EXISTING RELOCATED NEW NEW ----� CONNECT TO THIS POINT OFLOOR PLAN - LIGHTING SCALE: 3/16" = 1'-0" REVISIONS BY Q03.10.15 RM i i v U co ► y � N Q�00 O p r— E c 4 I-- U U U . N L Ln u ti tl E00 ._. o ti 3 N o z ti A 0 ID N A U W UUCS��� WaUQ: aO� �Aaa� 00Cl) a 0 d U) 4 0 0 Cq r,Ln 8�o �0 a,'0 0o aLn00 Z OO Vl W O O •v U m � m cn w L!1 V1 V Q. N W N N OA � � a W (1) X 0 3 t 3 Z 0_ 0 /1� a ~ V Z W � N cV 00 m t ry t W o ^ u m Z m a v 0 c •` o c > o LL L V -C 0 Il\ N 00 I 0.--I � J 3 0 0 am v CD v a U Q lJ w l7 Q UU —Z Z� JJ U�> O m � J a�- opt c U_W E c v U_ =) o =v > W� ° �v 0 °c :2O Q J �NCL Q (D �U OJp �.. cW L Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: BK Job: 14-137 Sheet E4 rO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND I HE APPLICABLE FIRE -SAFE I Y S I ANUARUS AS UE I EKMINEU BY [HE LULAL AU I HURI I Y IN ACCUKUANCE WI I H LHAP I EK SS3. /y ANU CHAP I EK b3 i, FLUKIUA SIAI U I ES. 4D II WP OFFICE --_- A107 AD _ I II I I I I I�— I I L_ J ~� I it A8 -7T: EXAM A106 w / EXAM A105 Tn I 111 lil A-3s, i-_-1J1 m f r I Y1 R V IQD-� EXAM / PROCEDURF I -1 - I �D isJ EXAM" I A111 CORRIDOR - A110 ;A-5A-6— �4 A117 CLOSET NURSE A-10� A-u STATIC A120 i_ A- I I WP i DP-23 VIA #— LIGHTING CONTACTOR J i --- 1�13— ' II I I 0 :—'�OI `A-16 A-33 A-4 D� D� A123 �— A-17 ,Et `=PTIG1°4 3RFAKROOIV A114 DP-16 12 / \ DP 17 a. E .,., \L I — 1I�'�I',ITT__ 'PANEL L< DP 5 'PANEL 11 A DP-14 7 6 PANEL 10 B s fir! B-8 L-- i B-4 4 EXAM B112 B 2 B-6— _ I, B A-19 s` LLJI OFFIC` 7,; 1 B116 ORR�D%');: - — %i?3 B-25 JT 1 / B-7 - ) > I , OFFICE EXAM =_XAM B1d8 `- 6111 �x109 CORRIDOR B-11 8110 rB- B-10 I B-12 L D 4 ' WP -� NURSE OFFICE I' STATION ,, B107 6117'— B-14 1 -13 G I CLOSET B 38 B118 \ ~* ( B-34 uJI rr'r-� F-- ©1 I} r - I_ �t� F- m _ - J IT EXAM T 8106 ---------------- NURSE 2o STATION B-- - B120 R — - - EX 1WAITING __ vvv.wvvvvvvvvv !ll I BIOS CORRIDOR III WAITING 1 hL__J - --- 131 21 �D DP-21 A101 B101 15 B-18 j B-15 --- — i i I I I I v - i l I I I I it DP-19 -- 1 L___J 1 L. -- — -- J JEXAM PROCEDURE 1 EXAM _ A 14 } fTT 1 .: I AD o I�I �I , Ei OFLOOR PLAN - POWER AND COMMUNICATIONS SCALE: 3/16" = 1'-0" KEYNOTES OINSTALL 120 V, GFCI RECEPTACLE UNDER SINK LOCATION FOR E_-_CTRONIC FAUCET LOW VOLTAGE TRANSFORMER. TYPICAL FOR ALL EXAM ROOMS. OINSTALL 120 V, GFCI RECEPTACLE FOR ELECTRONIC FAUCET LOW VOLTAGE TRANSFORMER. TYPICAL FOR ALL TOILET ROOMS. OPROVIDE 120 V, POWER IN CEILING SPACE JUNCTION BOX FOR CONNECTION OF LOW VOLTAGE TRANSFORMER FOR ELECTRONIC FLUSH VALVE. REFER TO MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. O120 V POWER IN UPPER CABINET FOR MICROWAVE CONNECTION. OLIGHTING CONTROL PANEL TORK ELC712. OINSTALL PLYWOOD BACKBOARD, 4' X 6'. COAT WITH FIRE RETARDANT PAINT. COORDINATE EXACT LOCATION WITH OWNER REPRESENTATIVE, OINSTALLTWO 2" CONDUITS FROM THIS LOCATION TO PROPERTY LINE FOR TELEPHONE AND CABLE SERVICE. COORDINATE WITH OWNER AND SERVICE PROVIDER FOR EXACT TERMINATION POINT AND OTHER REQUIREMENTS. OPROPOSED NEW POWER METER LOCATION. OPROPOSED NEW 400A SERVICE DISCONNECT LOCATION. FIELD COORDINATE WITH POWER COMPANY FOR OTHER REQUIREMENTS. 10 PROVIDE 240 V, 2 POLE, 30 A NON FUSIBLE SAFETY SWITCH FOR WATER HEATER CONNECTION. INSTALL 60" AFF. 11 120 V RECEPTACLE FOR HOT WATER HEATER CIRCULATING PUMP. INSTALL 48" AFF. 12 INSTALL SQUARE D, CLASS 8903-LG60-VO2, MULTIPLE LIGHTING CONTACTOR. PROVIDE CLASS 9991 ENCLOSURE. PROVIDE SQUARE D, SDSA1175 AND SDSA1175 SURGE 1 PR T T E CH CIR UI FO 0 TD00 LI HT NG 13 120 V POWER FOR BUILDING SIGNAGE. INSTALL 16' AFF. COORDINATE EXACT LOCATION WITH ELECTRIC SIGN REQUIREMENTS. 14 120 V POWER FOR IRRIGATION SYSTEM. FIELD COORDINATE EXACT LOCATION AND OTHER REQUIREMENTS. 15 PROVIDE MSR-100RAV/W/C REMOTE ACCESSORIES FOR DUCT MOUNTED SMOKE DETECTORS. COORDINATE EXACT TYPE WITH DUCT MOUNTED SMOKE DETECTORS. DRAWING NOTES 1. ALL RECEPTACLES AND TELEPHONE/DATA OUTLETS LOCATED NEAR CABINETRY IN EXAM ROOMS SHALL BE LOCATED BELOW THE COUNTER AT 18" AFF TO CL (EXCLUDING EXAM/PROCEDURE ROOMS). AR ¢q' y •Ilk '-,,S/ONPO, ImillW REVISIONS BY �1 03. 10.15 RM ► • v • .� 00 '—� u C� ) ♦ Y � N /—� u D Lr— I� O p y b r` u x u u �—•+ • id Ln`a u . N ti v N . ti y � 0 ► N Q W W WU Pk M z 0 U a U0`.�W C'1 � o 04 ca R! O O 4� ~ � O 0 O v o o co Z oo �<m 00 �uw m rn W n r� aJ N N OA r` rV a W �LL Z o 3 r 3 a v _ Z W Y Y N M L N t Co O ui z ry) p al O .2 C � C O C > O C Q LL i = L —O 'D 'Z V OY al a0 J Lf1 V C 9 r ULn a 0 v ov aoi a Q ZT lD w l7 Q U U — Z Z 0 J J U _ � o _J o�} c cUwEvi=3 U�=v o — 0 -0 v w� o TU c �O N ao W a) Q J 0NCL o< Fy U_ 00 ww Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: BK Job: 14-137 Sheet E 5 FO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCALAUTHORITY IN ACCORDANCE WITH CHAPTER 553.79 AND CHAPTER 633, FLORIDA STATUTES 1 TYPICAL 3 Z D ? D DP-18 01 wP RTU 1 D P-1,3,5 1 (3 #6 AWG, 1 #8 AWG GND, 1"C) 0 --,(D (3 #6 AWG, 1 #8 AWG GND, 1"C) KEYNOTES O UNIT MAIN DISCONNECT SWITCH INTEGRAL WITH EQUIPMENT. O INSTALL OUTDOOR LIGHTING SENSOR. TORK, EPC-LC. INSTALL FACING NORTH. 1 CONNECT TO LIGHTING CONTROL PANEL AS REQUIRED. OPROVIDE DUCT MOUNTED, PHOTOELECTRIC TYPE SMOKE DETECTORS. MODEL SL-2000-P OR EQUIVALENT. INTERCONNECT WITH REMOTE ANNUNCIATOR. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. --------------------------- — 1 OD (Do wP RTU-3 O gym 1 #8 AWG GND, 1"C) NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING EXISTING RELOCATED NEW CONNECTTO THIS POINTN OROOF PLAN - POWER SCALE: 3/16" = V-0" REVISIONS BY 03.10.15 RM 00 • y 00 '—� u t.0 co Y M N U � � E v cO t-- u -5 u X CZy / = a u �� U • CV U 2.) a - > Q o 0 00 v � > 3 t— 3 r—� p N t� � c N vi A U � W x A dQ E- zv�°tea 0 L) �ga�� o ° "d.° o �o Cq � E ^ o 0 o O m � u�oo Z oo 0 0 v m m w n Qu) a iML W ^ r, v N N to r \ Q Lu ro z 0 = 3 v V ~ Z W Y N N .5 N v, W L N o LD O M W z m a v � C •— O C 1 O C LT Q W L C L oo C ate+ oo v .� 0 °J no u a r14o v ov v a a V U W( a U C' — Z Z � _J J U � � o c cUwEvi:3 —U =c0 s �- >j W 0 O c SON ao a) co (1) o Q JON� C) 00 -J LLJ LL- m Date: 12. 19. 14 Scale: AS NOTED Project Mgr: ARK Drawn: BK Job: 14-137 Sheet E6 TO THE BES I OF THE ENGINEERS KNOWLEDGE, I HE PLANS AND SPECIFICA I IONS COMPLY W I I H I HE APPLICABLE MINIMUM BUILUINU LUDtS ANU I HE APPLICABLE FIKt-SAFE I Y S I ANUAKUS AS Ut I EKMINED BY THE LULAL AU I HUKI I Y IN ALLUKUANLt W I I H LHAI I tK SSs.iy ANU LHAF 1 tK oss, I-LUNIUA �) i A i U I to lei PANEL, DP OC DEVICE TYPE, Breaker ENCLOSURE, NEMA 1 MAINSCA), MLO CONTINUOUSCA), 400 LOCATIONt ELECTRICAL ROOM DEVICE FAMILY, Bolt On MOUNTING, Surface MIRING, 3-Phase 4-WIre BUS SC RATING(A) 18000 FED FROM, UTILITY XFMR VOLTAGE, 208/120 FAULT CURRENT(A), 8232 NEW PANELBOARD 400A MCB CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CODE AMPS P AMPS P CODE 1 RTU-1. ROOF HEATING 14600 60 3 A 60 3 17000 HEATING RTU-2. ROOF 2 3 .. _ .. B .. _ .. 4 5 .. _ .. C •• _ •e 6 7 RTU-3. ROOF HEATING 14500 60 3 A 20 3 0 SPARE SPARE 8 B 10 1 11 .. - .. C .. - .. 12 13 WATER HTR HEATING 6000 40 2 A 20 1 360 RECEPTACLES ELECT ROOM 14 15 - B 20 1 180 RECEPTACLES ELECT ROOM 16 C 20 1 600 CONT. LIGHTI EXTERIOR LIGHTS 18 1 LER MOT R LOAD 400 20 A 20 1 600 CONT. LIGHTI EXTERIOR LIGHTS 20 21 LER MOTOR LOAD 400 20 1 B 20 1 0 SPACE SPACE 22 23 PEXTERRIORSRIGNEPADLOCKING PADLOCKING Q01 LIGHTING 300 20 1 C 20 1 0 SPACE SPACE 24 25 EM G NERA EQUI 100 20 1 A 20 1 0 SPACE SPACE 26 B 20 1 0 SPACE SPACE 28 29 SPACE 0 20 1 C 20 1 0 SPACE SPACE 30 31 SPACE SPACE 0 20 1 A 20 1 0 SPACE SPACE 32 33 SPACE SPACE 0 20 1 B 20 1 0 SPACE SPACE 34 35 SPACE SPACE 0 20 1 C 20 1 0 SPACE SPACE 36 37 PANEL A NONE 19640 125 3 A 125 3 23145 NONE PANEL B 38 39 - B 00, - 40 41 - C 0.- '" 42 ALL CONNECTED KVA MAX PH AMPS a PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 98.12 283.9 a A-N 34087.2 283.8 CONNECTED 98.12 TOTAL DEMAND 76.32 222.9 a B-N 33207.2 276.5 DEMAND 76.32 TOTAL DESIGN 90.52 264.7 a C-N 30827.2 256.7 DESIGN 90.52 PANEL, A OC DEVICE TYPE, Breaker ENCLOSURE, NEMA 1 MAINS(A), MLO CONTINUOUS(A), 125 LOCATION, ELECT ROOM DEVICE FAMILY, Bolt On MOUNTING, Surface WIRING, 3-Phase 4-WIre BUS SC RATING(A) 18000 FED FROM, PANEL DP VOLTAGE, 208/120 FAULT CURRENT(A), 7694 NEW PANELBOARD, NORTH AREA FED FROM A 125A CB CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CODE AMPS P AMPS P CODE 1 EXTERIOR RECEPTACLES 0 20 1 A 20 1 540 RECEPTACLES OFFICE #1 2 3 EXAM #5, #6 RECEPTACLES 1080 20 1 B 20 1 1080 RECEPTACLES EXAM #7, #8 4 5 OFFICE #2, NUR ST #2 RECEPTACLES 1080 20 1 C 20 1 1080 RECEPTACLES NUR STATION #2 6 7 NUR STATION #2. REF MOTOR LOAD 500 20 1 A 20 1 1080 RECEPTACLES EXAM #3, #4 8 9 PROCEDURE #2 RECEPTACLES 1080 20 1 B 20 1 500 MOTOR LOAD NUR STATION #1. REF 10 11 NUR ST #1, TILT #2 RECEPTACLES 900 20 1 C 20 1 900 RECEPTACLES NUR ST #1, TILT #3 12 13 EXAM #1, TLT #3 RECEPTACLES 1080 20 1 A 20 1 720 RECEPTACLES WAITING A 14 15 RECEPTION A RECEPTACLES 900 20 1 B 20 1 720 RECEPTACLES RECEPTION A 16 17 RECEPTION A. PRINTER GENERAL EQUI 500 20 1 C 20 1 900 RECEPTACLES OFFICE , TRIAGE B 18 19 STAFF TOILET RECEPTACLES 400 20 1 A 20 1 0 SPARE SPARE 20 21 SPARE SPARE 0 20 1 B 20 1 50 GENERAL EQUI LIGHTING CONTROL PA 22 23 EXAM 5-8, INS #2 LIGHTING 800 20 1 C 20 1 1150 LIGHTING EXAM 1-4, INS #1,OFF 24 25 CORRIDORS LIGHTING 900 20 1 A 20 1 1100 LIGHTING WAITING A,REC A,OFFI 26 27 EXTERIOR VIA CONTACTOR CONT. LIGHTI 100 20 1 B 20 1 0 SPARE SPARE 28 29 SPARE VIA CONTACTOR SPARE 0 20 1 C 20 1 0 SPARE SPARE 30 31 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 32 33 EXAM #5-#8. FAUCET GENERAL EQUI 200 20 1 B 20 1 0 SPARE SPARE 34 35 EXAM 3,4, NS,TLT. GENERAL EQUI 300 20 1 C 20 1 0 SPARE SPARE 36 37 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 38 39 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 40 41 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 42 ALL CONNECTED KVA MAX PH AMPS a PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 19.64 63.4 a A-N 6320.4 52.6 CONNECTED 19.64 TOTAL DEMAND 9.02 28.5 a B-N 5710.0 47.5 DEMAND 9.02 TOTAL DESIGN 9.44 30.2 a C-N 7610.0 63.4 DESIGN 9.44 PANEL, B OC DEVICE TYPE, Breaker ENCLOSURE, NEMA 1 MAINS(A), MLO CONTINUOUS(A), 125 LOCATION, ELECT ROOM DEVICE FAMILY, Bolt On MOUNTING, Surface WIRING, 3-Phase 4-WIre BUS SC RATING(A) 18000 FED FROM, PANEL DP VOLTAGE, 208/120 FAULT CURRENT(A), 7693 NEW PANELBOARD. SOUTH AREA FED FROM A 125A CB CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CODE AMPS P AMPS P CODE 1 BREAKROOM RECEPTACLES 360 20 1 A 20 1 600 MOTOR LOAD BREAKROOM. REF 2 5 BREAKROOM. W MOTOR LOAD 1200 20 1 C 20 1 1260 RECEPTACLES EXAM B112, OFB108 6 7 EXAM # 109 RE C PT CL S 7 0 0 A 20 1 5 M TOR L AD BREA ROD RA H 8 11 , OFFICE #1, CORR RECEPTACLES 720 20 1 C 20 1 180 RECEPTACLES EXTERIOR 12 13 NUR STATION #2 RECEPTACLES 720 20 1 A 20 1 400 MOTOR LOAD NUR STATION #2. REF 14 15 EXAM #3, #4 RECEPTACLES 1080 20 1 B 20 1 1080 RECEPTACLES EXAM/PROCEDURE #2 16 17 SPARE SPARE 0 20 1 C 20 1 900 RECEPTACLES EXAM #1 18 19 NUR STATION #1 RECEPTACLES 900 20 1 A 20 1 700 RECEPTACLES NUR STATION #1, TILT 20 21 NUR STATION #1. REF MOTOR LOAD 400 20 1 B 20 1 900 RECEPTACLES RECEPTION B, TRIAGE 22 23 WAITING B, TILT #1 RECEPTACLES 900 20 1 C 20 1 900 RECEPTACLES RECEPTION B 24 25 RECEPTION B. PRINTER GENERAL EQUI 600 20 1 A 20 1 0 SPARE SPARE 26 27 BRK, EXM 5-7,OFF,NS LIGHTING 1150 20 1 B 20 1 700 LIGHTING CORRIDOR 28 29 OFF, EX1,3,4,PROC,NS LIGHTING 1000 20 1 C 20 1 1100 LIGHTING WTG B, REC B4OFF,TLT 30 31 EXTERIOR CONT. LIGHTI 150 20 1 A 20 1 0 SPARE SPARE 32 33 SPARE SPARE 0 20 1 B 35 SPARE SPARE 0 20 1 C 0 1 goo G NERAL EQUI EXAM B111, B 12 36 37 SPARE SPARE 0 20 1 A , 39 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 40 41 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 42 ALL CONNECTED KVA MAX PH AMPS a PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 23.14 75.4 a A-N 5874.9 48.9 CONNECTED 23.14 TOTAL DEMAND 12.48 39.8 a B-N 8213.5 68.4 DEMAND 12.49 TOTAL DESIGN 12.91 41.5 a C-N 9060.0 75.4 DESIGN 12.91 POWER DISTRIBUTION RISER DIAGRAM N.T.S. RISER DIAGRAM KEYNOTES: O 3 PHASE SECONDARY SERVICE LATERAL - 4 #600 kcmil - 4"C. O ELECTRIC METER. O 4 #600 kcmil - 4"C. O400 AMP, 4 WIRE, 240 VAC NEMA 3R, SERVICE RATED FUSIBLE TYPE DISCONNECT SWITCH FUSED AT 400 AMPS. OSURGE PROTECTIVE DEVICE - PQ PROTECTION, PQM100-120/208 3 PHASE OR APPROVED EQUAL. O # 1/0 AWG BARE STRANDED COPPER SERVICE ENTRANCE GROUNDING ELECTRODE CONDUCTOR EXTENDED AND CONNECTED TO TWO (2) 5/8" X 10'-0" LONG COPPER -CLAD GROUND RODS (GROUNDING ELECTRODES) DRIVEN 10' APART. O 4 #600 kcmil, 1 #2 AWG GND - 4"C. O400 AMP, 240 VAC, 3 PHASE, 4 WIRE, NEMA 1, MLO, SURFACE MOUNTED ELECTRICAL PANEL. REFER TO PANEL SCHEDULE FOR ADDITIONAL INFORMATION. O 4 #1 AWG, 1 #6 AWG GND - 2"C. 10 125 AMP, 240 VAC, 3 PHASE, 4 WIRE, NEMA 1, MLO, SURFACE MOUNTED ELECTRICAL PANEL. REFER TO PANEL SCHEDULE FOR ADDITIONAL INFORMATION. 11 EXISTING THREE (3) 25 KVA, POLE MOUNTED TRANSFORMERS. y�GENSg No 5078 ry e jV r e cN a`- REVISIONS BY Ql 03.10.15 RM �. ,b 1.0 y M N �■ u Q � � W ro t- U 2 N U m a U co U . N cV it E ti > _, .-. 0 C) �o a 3 .� J C O G N M 1 ; A zM d U o aas M � � m M oov�0 a7 o 0 02 0 nv Ev000 O O O �,Aoo QQM wLrn Ln u n"ms� a, W N N 00 �C a m W =LL 3 ZL a 3 aa, v F- Z W Y N N �= N �00 '^ m t N r (o o M ul Z m a j � C c •� O Q LL L u t . t0 O Y v O i V Ln J -I N w C ` \� Ln d 0N0 °J v v a Q V U w (7 Q U 0 - Z Z � J J U O m eL J +- Q BLit C w z 0 ��'0 U } �_ v w� v �U c0 O N oc Q C:)IV J Ifl Q to � U 00 � w Date: 12. 19. 14- Scale: AS NOTED Project Mgr: ARK Drawn: BK Job: 14-137 Sheet E8 I? TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79 AND CHAPTER 633, FLORIDA STATUTES. 1 1 . MATERIAL LEGEND CONSTRUCTION NOTES GENERAL NOTES BUILDING CODE INFORMATION INDEX OF DRAWING S EARTH/ FILL I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF APPLICABLE CODES AND STANDAIaDB TI TITLE SHEET BE IN ACCORDANCE WITH A5TM E84. ALL FINISH MATERIALS SHALL THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA T2 ABBREVIATION SHEET MEET A CLASS "B" INTERIOR FINISH RATING IN EXIT AND EXIT PLUMBING CODE," "FLORIDA MECHANICAL CODE," "NATIONAL THE FLORIDA BUILDING CODE, 2010 EDITION BRICK a . n CONCRETE STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE CMU- LARGE: SCALE ACCESS AREA. CLASS "C" ELSEWHERE. 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. 3" ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LE55 THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18" AP.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER F15C-2406.1 ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201. 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN •BUILDING s PLUMBING •MECHANICAL s ENERGY CONSERVATION • ELECTRICAL SITE PLAN QI DI DEMOLITION DEMOLITION FLOOR PLAN 03 DEMOLITION ROOF PLAN D4a DEMOLITION EXTERIOR ELEVATIONS 1 4b DEMOLITION EXTERIOR ELEVATIONS L�� ASI ARCHITECTURAL SITE PLAN A 2 ARCHITECTURAL SITE DETAILS A63 BOUNDAIRY SURVEY 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FLORIDA FIRE PREVENTION CODE 2010 EDITION NFPA 101 LIFE SAFETY CODE FLORIDA EDITION NATIONAL ELECTRICAL CODE 2008 EDITION CMU- SMALL SCALE 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF BETWEEN 21" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. LI LANDSCAPE PLAN 2010 ADA STANDARDS FOR AGGESSIBLE DE51GN METAL -LARGE SCALE PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE USE ONLY SKILLED CRAFTSMEN, 4. ALL SUBCONTRACTORS SHALL&S LIFE SAFETY USE AND OCCUPANCY CLASSIFICATION METAL OR SHEET METAL -SMALL SCALE O O WOOD FINISH STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT EXPERIENCED IN THE WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO . ADDITIONAL COSTSHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR I la FLOOR PLAN I lb ENL'4RGED PI-'�N`3 I DIMENSIONED FLOOR PLAN BUSINESS OCCUPANCY-GROUP'B' CLA551FICATION OF WORK PER FEBC EXISTING BUILDING SECTION 405 - ALTERATION LEVEL 3 LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED MAY REMOVE AND REPLACE IT, AND C"ARGE THE COST TO THE I REFLECTED CEILING PLAN WOOD BLOCKING CONTINUOUS CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, GRAB BARS, WALL STOPS, ETC.. ISGA. GALV, FLAT METAL MAY BE USED IN LOCATIONS APPROVED BY ARCHITECT. SUBCONTRACTOR. 5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE A3b CEILING DETAILS ROOF PLAN EXTERIOR ELEVATIONS GENERAL BUILDINGHEIGHTS AND AREAS WOOD BLOCKING INTERMITTENT 6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT EXTERIOR ELEVATIONS TABLE 503 MAX, ALLOWEDPROVIDED PLYWOOD MATERIALS HAVING A FLAME SPREAD INDEX GREATER THAN CLASS ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS: 6.L EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL FIRESTOPPED AT EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS PARTS DURING CONSTRUCTION, THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT, WALL SECTIONSA WALL SECTIONS 11C WALL SECTIONS Ala INTERIOR ELEVATIONS BUILDING AREA 9,000 SF 1)00 SFBE BUILDING HEIGHT 40' 16'-8" GYPSUM WALLBOARD RIGID INSULATION 6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUS DIVIDED BY DRAFT5TOP5 INTO AREAS NOT TO EXCEED 3,000 SQFT 6.3.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ABOVE ROOF SHALL BE DRAFT5TOPPED FOR THE 6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED 5URFACE5, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ Alb INTERIOR ELEVATIONS A8a CABINET DETAILS Aft CABINET DETAILS NUMBER OF STORIES 2 I TYPES OF CONSTRUCTION BATT INSULATION FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1;000 SQFT FOR ANY SPACE BETWEEN CEILING AND FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON CONFORMING u)oRK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER. Aga DOOR SCHEDULE / DOOR DETAILS A9b WINDOW SCHEDULE / WINDOUJ DETAILS AIO MISCELLANEOUS DETAILS TYPE OF CONSTRUCTION - ve uNSPRINKLERED TABLE 601 - FIRE RESISTANCE RATINGs FOR BUILDING ELEMENTS FLOOR, AND 3,000 SOFT FOR ANY SPACE BETWEEN CEILING AND ROOF 6.4.0RAFT6TOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" THICK GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED 6.5.THE INTEGRITY OF ALL DRAFT5TOP5 SHALL BE MAINTAINED 1, ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. 6. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL &pi FINISH FLOOR PLAN / FINISH SCHEDULE NI ARCHITECTURAL SPECIFICATIONS N2 ARCHITECTURAL SPECIFICATIONS BUILDING ELEMENT REQUIRED PROVIDED PRIMARY STRUCTURAL FRAME 0 HR 0 HR BEARING WALLS - EXTERIOR 0 HR 0 HR BEARING WALLS - INTERIOR 0 HR 0 HR NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT 1. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L., G.A. OR OTHER APPROVED TESTING AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT UTILIZING THE COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO BE PERFORMED. 9. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO I la FOUNDATION PLAN 1 lb FOUNDATION DETAILS 1 2a FRAMING PLAN NONBEARING WALLS AND PARTITION5 - EXTERIOR 0 HR 0 HR - NONBEARING WALLS AND PARTITIONS INTERIOR 0 HR 0 HR FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HR 0 HR SYMBOL LEGENDAGENCY. 8. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. 5. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84. 10. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN AC CORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS. 10, UNLESS OTHERWISE SPECIFIED, THE G.G. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL APPROPRIATE OREPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO I 2b FRAMING DETAILS 1 2G FI?AMINKs DETAILS 63 STRUCTURAL SPECIFICATIONS PO PLUMBING COVER SHEET PI PLUMBING FLOOR PLAN - DEMOLITION PLUMBING FLOOR PLAN - GRAVITY PIPING 1 PLUMBING FLOOR PLAN - PRESSURE PIPING P4 PLUMBING FLOOR ROOF -GRAVITY PIPING 1 PLUMBING SANITARY RISER DIAGRAM ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HR 0 HR _ BUILDING SECTION SYMBOL TABLE 602 - FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS BEARING AND NON BEARING BASED ON FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCES REQUIRED PROVIDED LESS THAN 5'-0" 1 HR N/A FROM F-0" TO 10'-0' 1 HR N/A FROM 10'-0" TO 20'-0" 0 HR N/A - 11. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND 11. IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE 1 6 PLUMBING WATER RISER DIAGRAM FROM 20'-0" TO 30'-0" 0 HR N/A GREATER THAN 30'-0" 0 HR 0 HR WALL SECTION SYMBOL SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH ASTM E 84. OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE U.S" DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED QI �'10.I MECHANICAL LEC�END� NOtEQJ� AND SCHEDULEQJ M0.2 MECHANICAL SPECIFICATIONS 12. INTERIOR WALL SUWACES WITHIN (2) TWO FEET OF URINALS AND STATE OR LOCAL LAWS. MO.3 MECHANICAL SPECIFICATION _ DETAIL SYMBOL WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONA55ORBENT SUWACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. 13. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL COMPLY WITH CHAPTER 1 SECTION 103 SIGNS. 12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. FIRE AND SMOKE PROTECTION FEATURES MO.4 MECHANICAL SPECIFICATIONS MI.I MECHANICAL FLOOR PLAN - DEMOLITION ��M�,�12 MECHANICAL ROOF PLAN - DEMOLITION / � /�,�Y .l MECHANICAL FLOOR PLAN - NEW CCNSTRI,ICTI M2.2 MECHANICAL ROOF PLAN - NEW CONSTRUCTION M3.I MECHANICAL DETAILS ASSEMBLY FIRE RATINGS REQUIRED PROVIDED FIRE WALL - 106.1 AND TABLE 106.4 N/A N/A SHAFT AND EXIT ENCLOSURES - 108.4 / 101ed LESS THAN 4 STORIES N/A N/A OCCUPANCY SEPARATION - 1013.8 / 508 N/A N/A _ -- DETAIL SYMBOL / 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER. ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF RECORD. ASE0 LEGEND AND L*wiws FIXTURE SCHEDULE E) SITE PLAN - LIGHTING AND POWER E2 FLOOR PLAN - DEMOLITION - POWER AND LIGHTING TENANT SEPARATION - 1013.1 N/A N/A EXIT PASSAGEWAY - 101.3.3 / 1022.1 N/A N/A HORIZONTAL EXIT - 1013A / 1023.1 N/A N/A 3ROOF PLAN - DEMOLITION - POWER 4 FLOOR PLAN - LIGHTINGA $ FLOOR PLAN - POWER AND COM"ICATION 1(p SINGLE OCCUPANCY FIRE AREA - 1013.9 W N/A CORRIDORS (OCCUPANT LOAD LESS THAN 30) -TOP 1018.1 (UNSPRINKLERED) N/A N/AR 0'-0" F.F.E. ELEVATION MARK OF SLAB - El ELECTRICAL DETAILS ib POWER DISTRIBUTION RISER DIAdR4M AND PANEL EDULE INTERIOR ELEVATION MARK INTERIOR FINISHES ES SPECIFICATIONS EIm SPECIFICATIONS INTERIOR WALL AND CEILING FINISH REQUIREhMTS BY OCCUPANCY -TABLE 803.9 KEYED DRAWING NOTES Ell SPECIFICATIONS GROUP: BUSINESS GROUP'5' O DOOR NUMBER SYMBOL EXIT ENCL05URE5 AND EXIT PASSAGEWAYS CLA55 A jis n �S j t✓ � (,1.1'h tt��ff CORRIDORS CLASS B ROOMS AND ENCLOSED SPACES CLASS C 000 ROOM NUMBER SYMBOL / 's O WINDOW SYMBOL MEANS OF EGRESS / ,01- TABLE 1004.0 - MAXMUM FLOOR AREA ALLOWANCE PER OCCUPANTOOR AREA ESQ I FUNCTION OF SPACE FT. PERM OCCUPANTS CCCUPANT REVISION PROJECT SCOPE BUSINESS - GROUP'B' 100 SF 12 OCCUPANTS FLORIDA PRAPPROVALODUCT MEANS OF ECsRESS REQUIRED PROVIDED SYSTEM MANUFACTURER PRODUCT APPROVAL NUMBER RENOVATIONS AND ADDITIONS TO AN EXISTING SINGLE STORY FREE STANDING MASONRY BUILDING INCLUDING BUILDING, FULL SITE DEVELOPMENT AND UTILITIES. EGRE58 WIDTH PER PERSON (LEVEL) - 1005.1 02" x 12 : 14.4" 2001. DOORS YKK AP 35DH MEDIUM STYLE S112,1 MINIMUM CLEAR EXIT DOOR OPENING - 1008.1.1 32" > 34 WINDOWS YKK AP YES 45 FI 1019.1 MAXIMUM COMMON PATH OF TRAVEL - 10143 15 FT < 15 WALL TYPES ROOFING DURO-LAST THERMOPLASTIC SINGLE PLY 1559.1 MAXIMUM TRAVEL DISTANCE - TABLE 1016.1 200 FT < 200 MINIMUM CORRIDOR WIDTH - 10182 44" > 44 MAXIMUM DEAD END CORRIDOR LENGTH - 1018.4 20 FT < 20 _ KEY PLAN SECTION SYMBOL MINIMUM NUMBER OF EXITS - 102IJ / 10211 2 4 LOCATION MAP . j ��j � f>.: -• .. 1I` ' ,. 1 1 _ 1 i r` ; ��T����i'o-�; L - -- � n m ��,ry,uie nve; � - 6alaen ovM�}f .�� :!}LcdWA,itsFinena l0 -- � v 0 9 rOMty LA .axirein cw.coara I � m,Ef."aN1. 0o WA,, Cm�nwoW PI Mtst�l89WN_ - '. 11"tlWlLea nve PROJECT rdlwmp. � I� LOCATION � � m r rt if.myol Nenvo, ;�1 mt-1 Me n-.IAr, 11 ? • Fx}I A e 4_7 - n ¢ �Lq., 18I" Ava a � f aSt1` �O 5 PROJECT TEAM ARCHITECT OLIVERI ARCHITECTS 32101 U.S. HWY.1944- PALM HARBOR, FLORIDA 34684 121-181-1525 STRUCTURAL MOHAN ENGINEERING 3040 GULF TO BAY BLVD., SUITE 209 CLEARWATER, FLORIDA 33159 121. 191" 1505 PLUMBIN[s / MECHANICAL / ELECTRICAL APG ELECTRIC 4825 140TH AVENUE NORTH, SUITE K. CLEARWATER, FLORIDA 33162-3822 121-530-0011 REVISIONS BY x � � to M CO L J �v U. o 0 E cli a � v U N .4 > t E - d _rn o 20- O N . ti Cu c ti o CV Cl) tr �4 u O ._ O U C' -z zo U � � O m .F J o -J L - -- C 0 ��'0 =U t a>,0 0 W CC �O N ao Q C) J Q to �U 00 �W5 i Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet T2 1, , 1, . 0 26-4" 5 20 20 21 21 20 21 21 20 I 20 ` I ! 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I I 1 I II I I II \ II j 1 �r I I I II 1�,� 111 I `_J �_� I�11 11 II ii ii ii ii i i i 8 I IL_-�--11 1 11 1 1 11 1 1 1 I I 1 I 1 1 III I l 1 11 8 � � S 11 II II II 11 I I I II Iln ----- _ d _ IIr21 21 21 21 11 ---------- L ' I II 1 1 I I I I L L L L---------------- 1----------- -----J �s--x �_Si �—is—x==z� ----- - ----------- --------------- - ----� L ---- -- --------------J L--------------J L J L------------------J �---- L--------- J -� �--------------- -- i ------------------------------------------- -- - - -- - - - - - - ♦♦ / - -- - - - - - ---------------- ♦ I - - - - - - - -\ . Y � 5 / j 14 15 2 14 22' -0" I 4' -0" DEMOLITION FLOOR PLAN SCALE: 3/16" = 1'-0" 11 r r � i i \♦ I ♦ I ♦ I I WALL. LEGEND EXISTING MASONRY WALL SYSTEM EXISTING DOOR SYSTEM TO BE REMOVED ----� EXISTING WINDOW SYSTEM TO BE REMOVED __________= EXISTING WALL PARTITION TO TO BE REMOVED E IST G A S St t EXISTING METAL STUD SYSTEM OEXISTING STRUCTURAL COLUMN 2O EXISTING MASONRY WALL SYSTEM 3O EXISTING WINDOW SYSTEM TO BE REMOVED OPORTION OF EXISTING MASONRY WALL SYSTEM TO BE REMOVED TO RECEIVE NEW DOOR SYSTEM - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS OPORTION OF EXISTING MASONRY WALL SYSTEM TO BE REMOVED TO RECEIVE NEW WINDOW SYSTEM - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS OEXISTING DOOR SYSTEM TO BE REMOVED OEXISTING CABINETRY TO BE REMOVED OEXISTING PLUMBING FIXTURE TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 9O EXISTING EQUIPMENT TO BE REMOVED 10 EXISTING ELECTRICAL METER / SERVICE TO BE REMOVED AND RELOCATED - SEE ELECTRICAL DRAWINGS II EXISTING ELECTRICAL PANEL TO BE REMOVED - SEE ELECTRICAL DRAWINGS 12 EXISTING PHONE / DATA BOARDS TO BE REMOVED - SEE ELECTRICAL DRAWINGS 13 EXISTING WATER HEATER TO BE REMOVED - SEE PLUMBING 14 EXISTING BRICK VENEER TO BE REMOVED 15 EXISTING COLUMNS AND CANOPY TO BE REMOVED 16 EXISTING BOLLARDS TO BE REMOVED Il EXISTING MECHANICAL HVAC UNIT TO BE REMOVED - SEE MECHANICAL DRAWINGS IS EXISTING CONCRETE SIDEWALK / RAMP TO BE REMOVED - SEE ARCHITECTURAL SITE PLAN 19 PORTION OF EXISTING ASPHALT DRIVE TO BE REMOVED - SEE ARCHITECTURAL SITE PLAN 20 EXISTING GUTTER SYSTEM TO BE REMOVED 21 EXISTING STOREFRONT SYSTEM TO BE REMOVED 22 EXISTING CONCRETE COLUMN TO REMAIN - SEE PROPOSED DRAWINGS 23 EXISTING MASONRY WALL SYSTEM TO BE REMOVED - SEE PROPOSED DRAWINGS 24 EXISTING METAL STUD SYSTEM 25 PORTION OF EXISTING METAL STUD SYSTEM TO BE REMOVED - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS 26 EXISTING CONCRETE COLUMN TO BE REMOVED - SEE PROPOSED DRAWINGS 2l PORTION OF EXISTING SLAB TO BE REMOVED TO INSTALL NEW FOOTINGS - SEE STRUCTURAL FOUNDATION PLAN FOR SIZE AND LOCATION Cs�N�R�4L NOBS I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. 3. REMOVE ALL EXISTING CARPETING AND VCB THROUGHOUT AND ANY OTHER EXISTING FLOOR FINISHES NOT SCHEDULED AS EXISTING TO REMAIN IN FINISH SCHEDULE. 4. REMOVE ALL EXISTING LAY IN CEILING SYSTEMS THROUGHOUT. 5. REMOVE ALL EXISTING CEILING LIGHTING AS REQUIRED. 6. REMOVE ALL EXISTING HVAC SYSTEMS AND DUCT WORK AS REQUIRED. 1. EXISTING CONCRETE SLAB SHALL BE CUT AND REMOVED AS REQUIRED PER PROPOSED PLUMBING FIXTURE LOCATIONS AND NEW SANITARY LINES - SEE PLUMBING DRAWINGS 5. EXISTING CONCRETE SLAB SHALL BE CUT AND REMOVED AS REQUIRED PER PROPOSED ELECTRICAL CONDUITS AS DESIGNED FOR ISLANDS - SEE ELECTRICAL DRAWINGS REVISIONS BY QI 03.10. 15 --- 4 Go 00 �U CID N U. �uCdtig 7 = � U E X • U V N�dA ` ti rn o w�N 3 o er- no o Cn a O N 11 �✓ . 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UV 2 Z Z Q O m •L J J o .� L C cUW E y o — 0 —V o Lu o � o LL. 0 CC O N ao N to N �QJ0IV EL Q �O o m W W Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet D 2 H:\Projec;tsTrojects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\_D02-DEMO FLPL.dwg, 3/24/2015 10:41:11 AK sharrison, Xerox 6604 PS.pc3 IL - - - - 17 11 11 I I I I I 14 I j 14 14 I I I I 14 14 14 I I I I I I I I I I 1 I S S 2 2 2 2 2 S 2 TOP OF S S 2 S 2 2 2 2 S 2 2 2 2 2 2 2 2 2 2 S = S 2 2 2 2 S 2 S 2 2 2 S S S S = S S 2 2 2 S 2 2 2 2 S 2 S 2 S S = 2 2 S 2 S 2 2 S S S 2 2 2 2 2 2 2 2 2 x 2 2 2 2 S 2 S S 2 2 S S 2 2 S S 2 2 2 S S x S S S S 2 S 2 2 2 2 2 S 2 S S 2 2 2 S 2 2 S S 2 2 2 = = 2 2 2 2 2 2 2 S 2 2 2 S 2 2 S 2 S S S 2 S S = S S 2 2 2 S S S S = 2 S S S 2 2 2 2 S 2 2 2 S 2 2 2 2 S S S 2 2 EXISTING 2 S 2 2 2 2 2 S 2 2 S S 2 2 S S "2 2 2 S S 2 S _ S 2 S 2 S S 2 2 2 2 S S 2 2 2 S S S S 2 S 2 2 S S S S 2 2 2 S S S 2 2 2 x S 2 2 2 2 S S 2 S x S 2 2 2 2 2 2 S S 2 S S 2 2 2 S 2 2 S S S S S 2 2 S S S 2 S 2 S 2 S S S S 2 2 2 2 S S x 2 2 2 2 2 2 2 S S 2 S S S 2 2 2 2 2 S 2 2 2 S 2 S S = S 2 S S 2 2 2 2 2 S 2 S 2 S 2 = S 2 2 = 2 2 2 2 = 2 S S 2 2 2 2 2 = S 2 PARAPET S 2 S S S 2 S 2 2 2 S 2 S 2 S 2 2 S 2 S 2 S 2 2 2 S 2 2 2 2 S 2 2 S 2 S 2 2 S S 2 S 2 S S S 2 S S S 2 2 2 2 2 2 2 2 S 2 S 2 S 2 S 2 2 2 2 S 2 S S 2 2 2 2 S S 2 S 2 x S S 2 S 2 x S S S 2 2 2 S 2 2 2 2 2 2 2 2 2 S 2 x 2 = 2 x S 2 x S S 2 = 2 2 S 2 S 2 S S S 2 S S 2 2 S S S S 2 S 2 S 2 = 2 2 2 2 2 2 2 2 2 2 S S 2 S 2 S S S 2 S S S S S S = 2 2 S S 2 2 = 2 S 2 2 S S S 2 S S S 2 S 2 2 S 2 2 2 2 2 S S 2 S 2 2 2 S 2 2 S 2 2 2 2 2 S 2 2 S S 2 2 2 S S S S 2 2 2 S S 2 S 2 S 2 S S S 2 S 2 S 2 S 2 S 2 S 2 2 S S S S 2 2 S S 2 2 S S 2 S x S S S S 2 S S 2 2 S 2 S S 2 S 2 S S 2 2 2 S S S S 2 S 2 S 2 S S 2 I5 2 2 2 S 2 S S S S 2 S 2 2 = S = S S 2 S 2 S S = 2 S 2 2 2 2 S 2 2 S 2 2 2 S 2 S 2 2 2 S 2 S S 2 2 = 2 2 S 2 2 S S 2 2 2 2 S S S S S 2 S 2 2 2 S S 2 2 S S S 2 S 2 S S 2 2 2 2 S 2 2 2 2 S S S S S 2 2 2 2 2 S S 2 2 2 2 2 2 S S S 2 S 2 2 S 2 2 2 2 S 2 2 S S 2 2 2 2 x 2 2 2 2 2 S S 2 2 S 2 S 2 S 2 S 2 2 S = = x 2 S S 2 S 2 2 2 S 2 S S 2 S x S S 2 = S 2 S 2 x S S 2 2 2 2 2 S 2 2 2 2 2 2 2 S S 2 2 S S S 2 2 2 S S 2 2 2 2 S 2 2 2 2 S S 2 2 2 2 2 2 2 2 2 2 2 S 2 S 2 2 2 2 2 2 2 2 S 2 S 2 2 2 S S S 2 S S 2 = S S 2 2 2 2 S 2 2 S S S 2 2 S 2 S S 2 2 2 2 2 S 2 2 2 2 2 S 2 2 2 2 S S L 2 2 2 S 2 2 2 2 L S SSI S S l2 S CS S 2 2 2 = _ = x S 2 2 2 2 2 2 2 = 2 S 2 2 2 2 2 = 2 2 2 2 2 2 2222 2 2 2 2 2 2 2 _ 2 2 2 2 2 2 2 2 _ S S 2 2 2 S 2 2 2 2 2 S 2 2 2 2 2 2 2 = 2 2 S 2 2 S 2 S 2 2 2 2 . 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TOP OF EXISTING PARAPET 0'-0" F.F.E. i TOP OF EXISTING SLAB KEYED NOTES OEXISTING STRUCTURAL COLUMN O2 EXISTING MASONRY WALL SYSTEM O3 EXISTING WINDOW SYSTEM TO BE REMOVED O4 PORTION OF EXISTING MASONRY WALL SYSTEM TO BE REMOVED TO RECEIVE NEW DOOR SYSTEM - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS OPORTION OF EXISTING MASONRY WALL SYSTEM TO BE REMOVED TO RECEIVE NEW WINDOW SYSTEM - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS OEXISTING DOOR SYSTEM TO BE REMOVED OEXISTING CABINETRY TO BE REMOVED OEXISTING PLUMBING FIXTURE TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING OEXISTING EQUIPMENT TO BE REMOVED 10 EXISTING ELECTRICAL METER / SERVICE TO BE REMOVED AND RELOCATED - SEE ELECTRICAL DRAWINGS 11 EXISTING ELECTRICAL PANEL TO BE REMOVED - SEE ELECTRICAL DRAWINGS 12 EXISTING PHONE / DATA BOARDS TO BE REMOVED - SEE ELECTRICAL DRAIUINGS 13 EXISTING WATER HEATER TO BE REMOVED - SEE PLUMBING O14 EXISTING I EX ST NG BRICK VENEER TO BE REMOVED 15 EXISTING COLUMNS AND CANOPY TO BE REMOVED O16 EXISTING BOLLARDS TO BE REMOVED 11 EXISTING MECHANICAL HVAC UNIT TO BE REMOVED - SEE MECHANICAL DRAWINGS IS EXISTING CONCRETE SIDEWALK / RAMP TO BE REMOVED - SEE ARCHITECTURAL SITE PLAN 19 PORTION OF EXISTING ASPHALT DRIVE TO BE REMOVED - SEE ARCHITECTURAL SITE PLAN 20 EXISTING GUTTER SYSTEM TO BE REMOVED 21 EXISTING STOREFRONT SYSTEM TO BE REMOVED 22 EXISTING CONCRETE COLUMN TO REMAIN - SEE PROPOSED DRAWINGS 23 EXISTING MASONRY WALL SYSTEM TO BE REMOVED - SEE PROPOSED DRAWINGS 24 EXISTING METAL STUD SYSTEM 25 PORTION OF EXISTING METAL STUD SYSTEM TO BE REMOVED - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS (311EXISTING CONCRETE COLUMN TO BE REMOVED - SEE PROPOSED DRAWINGS 21 PORTION OF EXISTING SLAB TO BE REMOVED TO INSTALL NEW FOOTINGS - SEE STRUCTURAL FOUNDATION PLAN FOR SIZE AND LOCATION GENERAL NOTES I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. 3. REMOVE ALL EXISTING CARPETING AND VCB THROUGHOUT AND ANY OTHER EXISTING FLOOR FINISHES NOT SCHEDULED AS EXISTING TO REMAIN IN FINISH SCHEDULE. 4. REMOVE ALL EXISTING LAY IN CEILING SYSTEMS THROUGHOUT. 5. REMOVE ALL EXISTING CEILING LIGHTING AS REQUIRED. 6. REMOVE ALL EXISTING HVAC SYSTEMS AND DUCT WORK AS REQUIRED. 1. EXISTING CONCRETE SLAB SHALL BE CUT AND REMOVED AS REQUIRED PER PROPOSED PLUMBING FIXTURE LOCATIONS AND NEW SANITARY LINES - SEE PLUMBING DRAWINGS 8, EXISTING CONCRETE SLAB SHALL BE CUT AND REMOVED AS REQUIRED PER PROPOSED ELECTRICAL CONDUITS AS DESIGNED FOR ISLANDS - SEE ELECTRICAL DRAWINGS REVISIONS BY \ 4 ac 0 to co cv 7. c, Q o � � o t— G1 y U _ nl U c. I�� U N - o C~" 3 o C/) � Q c E O \ C N Q L� c� 1 a 0-r c3 -10 0-1 ( - QC� J,� !1. 4, WW C tvi m U U Z Z 0 J J us O m �L J C W H O �V �= 'Q L v W� v �0 °c �O N aQ � � Q IV J � Q CO O 0 LL LcW Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet D4a H:\Projects\Prajects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\_D04-DEMO EXEL.dwg, 3/24/2015 10:41:19 AK sharrison, Xerox 6604 PS.pc3 r - - - - - - - - - - - - - - I r------1 r-------------- 1 I I I I I 20 20 20 I I I I 20 re I I I I I I I I TOP OF --------------------------------------- ------------------------------------- ----------------------------------- -----------J-------L------1--------------- ------------------------------------------ ---------I--------------I--------- EXISTING ------------------------------------------------------------------------------------------ ------------------------------- -rr------------ ----�r----------------------------------------rr----------- �r - -- -- -------------- PARAPET II 11 II II I II II i i I� 1 II II j j II II II I • r ---- ------------ I I r -- 1 I I --------- II II I I L-------J 11 I I ---------- --------- II ---------- — — — — — — II II ff- I I , II I I 11 r-------, r---------1 l l rr------, r----------, I I I I--------Ir-----� I I 1 1 --- I II - I II i' I I I -- I I A III II /i I I II II II II I I �� I tl' I II' I II l li I r%I II II I I pl CIO II I II III ,II II It II II II II Vii%� i II I I I I NI I I I F I I I IL==-------���• II II ; II I 111 ---_ II I I --- J L-====-====J I I L.----- J L.----- --==J , � 1 I / i J L J I I L---- J L_-_ J I I I I r .1 I II I I I II` it II � � II I II 4__==______ I - - I I Ili it I I I% it I 21 21 l` 21 21 I I I I I // L%111 II I I I I I I I NI \ I I I II lh �\� I I I I 0'-0" F.F.E. II II II I I I III I II II II �I 11 II II i' I I I I I I I I I III I I I I I I I I I I I I I I I I I TOP OF -LL---------! I I ____-- _ __-- �L____ I I ----- I I I I I I I I EXISTING SLAB li 17 9 IS 6 IS 6 5 O DEMOLITION EXTERIOR ELEVATION SCALE: 3/1ro" = I'-0" r------I r------ I r------------ i I I 1 I I I I I I I I I I I I I I I 20 _-- - -__ (+/-) 14'-2" AFF. :q TOP OF 15 EXISTING 1 PARAPET '1 r� %I 6 LJ ��--------------� 7, ' , 1 f''? r i I- ---------T - I I it 14 � �•�� I I I I �,F J I r �'------- -fin r� I I III i9 0'-0 F.F.E. OF III l I III TOP r-------- 1._" �'=='1 r�----=�'1=-----li-------- - J1U-----------------------L ------ ------------------------ -- —, EXITING LAB D DEMOLITI,ON EXTERIOR ELEVATION KEYED NOTES OEXISTING STRUCTURAL COLUMN O2 EXISTING MASONRY WALL SYSTEM OEXISTING WINDOW SYSTEM TO BE REMOVED O4 PORTION OF EXISTING MASONRY WALL SYSTEM TO BE REMOVED TO RECEIVE NEW DOOR SYSTEM - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS OPORTION OF EXISTING MASONRY WALL SYSTEM TO BE REMOVED TO RECEIVE NEW WINDOW SYSTEM - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS OEXISTING DOOR SYSTEM TO BE REMOVED OEXISTING CABINETRY TO BE REMOVED OEXISTING PLUMBING FIXTURE TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING OEXISTING EQUIPMENT TO BE REMOVED 10 EXISTING ELECTRICAL METER / SERVICE TO BE REMOVED AND RELOCATED - SEE ELECTRICAL DRAWINGS II EXISTING ELECTRICAL PANEL TO BE REMOVED - SEE ELECTRICAL DRAWINGS 12 EXISTING PHONE / DATA BOARDS TO BE REMOVED - SEE ELECTRICAL DRAWINGS 13 EXISTING WATER HEATER TO BE REMOVED - SEE PLUMBING 14 EXISTING BRICK VENEER TO BE REMOVED 15 EXISTING COLUMNS AND CANOPY TO BE REMOVED 16 EXISTING BOLLARDS TO BE REMOVED 1D EXISTING MECHANICAL WVAC UNIT TO BE REMOVED - SEE MECHANICAL DRAWINGS IS EXISTING CONCRETE SIDEWALK / RAMP TO BE REMOVED - SEE ARCHITECTURAL SITE PLAN 19 PORTION OF EXISTING ASPHALT DRIVE TO BE REMOVED - SEE ARCHITECTURAL SITE PLAN 20 EXISTING GUTTER SYSTEM TO BE REMOVED 21 EXISTING STOREFRONT SYSTEM TO BE REMOVED 22 EXISTING CONCRETE COLUMN TO REMAIN - SEE PROPOSED DRAWINGS 23 EXISTING MASONRY WALL SYSTEM TO BE REMOVED - SEE PROPOSED DRAWINGS 24 EXISTING METAL STUD SYSTEM 25 PORTION OF EXISTING METAL STUD SYSTEM TO BE REMOVED - SEE DEMOLITION ELEVATIONS AND PROPOSED DRAWINGS 26 EXISTING CONCRETE COLUMN TO BE REMOVED - SEE PROPOSED DRAWINGS 2l PORTION OF EXISTING SLAB TO BE REMOVED TO INSTALL NEW FOOTINGS - SEE STRUCTURAL FOUNDATION PLAN FOR SIZE AND LOCATION r-Sr--Wrmp.AL NO -Me I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. 3. REMOVE ALL EXISTING CARPETING AND VCB THROUGHOUT AND ANY OTHER EXISTING FLOOR FINISHES NOT SCHEDULED AS EXISTING TO REMAIN IN FINISH SCHEDULE. 4. REMOVE ALL EXISTING LAY IN CEILING SYSTEMS THROUGHOUT. 5. REMOVE ALL EXISTING CEILING LIGHTING AS REQUIRED. 6. REMOVE ALL EXISTING HVAC SYSTEMS AND DUCT WORK AS REQUIRED. T. EXISTING CONCRETE SLAB SHALL BE CUT AND REMOVED AS REQUIRED PER PROPOSED PLUMBING FIXTURE LOCATIONS AND NEW SANITARY LINES - SEE PLUMBING DRAWINGS a. EXISTING CONCRETE SLAB SHALL BE CUT AND REMOVED AS REQUIRED PER PROPOSED ELECTRICAL CONDUITS AS DESIGNED FOR ISLANDS - SEE ELECTRICAL DRAWINGS REVISIONS BY Q) 03. 10. 15 - - - i N 00 M N W U ti E U Irk N � cc< rn -, o r-00 3 3 0 / 'u NCn C ti o cu M a 0 txY N • . W .'NILLo 1{`r.�J Q (�y� lY . U oil U� Z Z Q U � � O m 'L J C W 3 0 ��'0 0� �-E W� 0 j-0 LL 0 cmONao �QJ0IV Q tD EE U O p Jw Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet D4b H:\Projects\Projects2Ol4\14137-FMCZ Hills Diagnostics\04-CD\02-REV.01\04-Architectural\ D04-DEMO EXEL.dwg, 3/24/2015 10:41:10 AK sharriso% Xerox 6604 PS.pc3 LIFE SAFETY LEGEND METAL STUD PARTITION MASONRY WALL PARTITION COMMON PATIO OF TRAVEL OEXITS - SEE EXIT TABULATION ® EXIT SIGN - SEE ELECTRICAL ORAUIINGS FOR MORE INFORMATION g FIRE EXTINGUI5WER - IN CABINET FIRE EXTINGU151-IER - WALL MOUNTED I • • • • ° O LIGHT GAGE STEEL TRUSS SIGNAGE En KNOX BOX MOUNTED AT 60" AFF. Ll —' vl "ICE EX :4 i\,E XI o Aiil , I !I.c 3103 C I IS 109 u Ott-= C- N.----' -" —_ J / \ uL--_J 68 LF �------------------ — — — — — — --J------------- — — — — -- ------ ��, — 68 LF------------ O • I I 75 0 In — I — r I � ! e F�. ✓f•iNl_0R tt �._. 0 FF C Lid1 LEI:�rl \ SSE - sr - 1 -- -- ----- s r G !ON I LJG - ON -- --- - - -- OFF I C — ( rrmi t13 I ---- CJFt= CE �! I I I == I I I I == 1 ------- I L__J I --- -- L--J j I 01 O -- _ p O -A r—gin 1 O�-in 1 O I I---� 6 O I', . 1 ■ / III � -_ L _ - - - _. I I III I I I III I I � � , , i ,• 9' � (:LO&E .-r f 4 I I I IIJ I I I IuIj EXA 14iv 6 I r='OGE�%URE i to I —ORR�,10R 1 I a b I I I L— — — — --------------� I I - ' I v _ i �!� 3D — — /R'J -- -' I I � I �r �I fi -tj1 I / KNOX ------------- - -- � r I I TT lam! 1-- I r — 1 — — I ■■■ NURSE &TA i IvN E,120 n a t 00000000000 o o o o o'o 0000000000000000 00000000000000000 000000ao00000000000l00000D0ooD00o PROCEDURE I ■ f I I I I • 0 I I I I I BUILDING CODE INFORMATION APPLICABLE CODES AND STANDARDS THE FLORIDA BUILDING CODE, 2010 EDITION • BUILDING • PLUMBING • MECHANICAL • ENERGY CONSERVATION • ELECTRICAL 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FLORIDA FIRE PREVENTION CODE 2010 EDITION NFPA 101 LIFE SAFETY CODE FLORIDA EDITION NATIONAL ELECTRICAL CODE 2008 EDITION 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN USE AND OCCUPANCY CLASSIFICATION BUSMESS OCCUPANCY - GROUP 'B' CLASSIFICATION OF WORK PER FEBC EXISTING BUILDING SECTION 405 - ALTERATION LEVEL 3 GENERAL BUILDING HEIGHTS AND AREAS TABLE 503 MAX ALLOUED PROVIDED BUILDING AREA 90M SF 1)00 SF BUILDING HEIGHT 40' NUMBER OF STORIES 1 2 j I TYPES OF CONSTRUCTION TYPE OF CONSTRUCTION - VB UNSPRINKLERED EXIT TABULATION BASED ON NFPA 101 - EDUCATION CONTRIBUTING AREA (SQ. FT.) 1200 OCCUPANCY BUSINESS OCCUPANCY LOAD FACTOR 100 (SQ. FT. / PERSCN) OCCUPANT LOAD (PERSONS) 12 CAPACITY OF MEANS OF EGRESS " REQUIRED (PER PERSON) EXIT CAPACITY REQUIRED (INCHES) 14.4' OBLE DOOR EXI O DCCAUPACITY O O 132" PROV(6 DED)T SNGE O OOR (34" EXIT O 4O 68° CI PLACIITTY PROVIDED) TOTAL EXIT CAPACITY PROVIDED 200" GENERAL NOTES I. SEE ELECTRICAL DRAUUINGS FOR ADDITIONAL LIFE SAFETY INFORMATION REVISIONS BY i Y 00 M CO .� LL —' �to ro o � '� E t` o Y ti C -m L. V N � V r- 3 w �N 3 o E o = C N a G Cn 1 a n I0-4 00 � y VJ• i , O 1 LL O •• 2V" ,,� U U — Z Z 0 J _J U� O Im •L J ��- C LJ 7 N 3 — O 0-0 .— c) a 0 UJ LA- >� V c �O N ao �QJ�ELIV 0 Q to �U O10 LLJ L L Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet LS 1 H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\_LSI-LIFE SAFETY.dwg, 3/24/2015 10:41:01 AK sharrison, Xerox 6604 PS.pc3 4 4 4 44 OFFICE EXAM EXAM EXAM EXAM A108 A109 Alll AI12 A113 m Q � Aso Q OFFICE A 101 ° $ x0 N J ■ CLOSET- 3 4 &A118 EXAM , AI06 ---------- -- -�--- • I I A106 4 t�E 11 3 STATION, a AI05 A120 Q II j I 3 $ —�J i 8 I I� I t 4 I G 5112 10 MpEyROOyM � A114 51 1 i O III I � I II I 11L---J 5 9 BI ELI ;A116 CLOSET Ally B2 O rT� Q I I 3 I I Ib L J CORRIDOR 24 (2) A123 I I ul I u_ 12 RECEPTION d--n4 A122 4 O WALL LEGEND EXISTING MASONRY WALL SYSTEM 411 TY DOOR SYSTEM - REFER TO DOOR SCHEDULE O ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL I/A10 M METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL I/AIO C.M.U. WALL SYSTEM (SEE STRUCTURAL) - REFER TO WALL TYPES ON SHEET AIO SEE SHEET AIO FOR WALL TYPE DETAILS OFFICE E> 5108 BII1 m 0 Alb CORRIDOR KEYED NOTES 29 BI10 29 — Al lob 4 EXISTING STEEL COLUMN - SEE STRUCTURAL DRAWINGS Q O EX15TING MASONRY WALL SYSTEM -SEE STRUCTURAL DRAWINGS )L JANITOR- �} STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 5I14 1I OFFICE 23 NURSE O BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS \i O i BI16 8 BTU 3 OFFICE 2ID O BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS 1� II -- 5101 h O SLIDING WINDOW SYSTEM - SEE INTERIOR ELEVATIONS mm42" HIGH WALK-UP COUNTER - SEE INTERIOR ELEVATIONS 9 0WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS BI2CORRIDOR5-119 b O9 FIXED SHELVING REFRIGERATOR - PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR —gin —1 r 8 O ice_ i 24 � OSET II U.C. REFRIGERATOR - PROVIDED BY OWNER AND INSTALLED BY u,_,ur®old 4 L- J ~ �/ I18 ���� 4 3 GENERAL CONTRACTOR DG12 l EXAM A 12 COPIER - PROVIDED BY OWNER RECEPTION 13 -BI06 APPROXIMATE LOCATION OF ELECTRICAL SERVICE EQUIPMENT - 4 5122 4 ___L -- _a_ -- ------- SEE ELECTRICAL DRAWINGS I I g � = I 14 PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS II NURSE 4 BI06 15 MECHANICAL CHASE 8 STATI 3 BI20 16 WALL MOUNTED ELECTRIC WATER COOLER -SEE PLUMBING B1ID5 DRAWINGS in, WATER HEATER - SEE PLUMBING DRAWINGS Ll A IS LADDER TO ROOF ACCESS HATCH ABOVE - SEE DETAIL -I/AIO EXAMAI01b 6 6 Q 6 6 lIDlb EXAM 3 19 FIBERGLASS REINFORCED PANELS OVER GYPSUM BOARD - RUN 6b A105 4 7 2l 1 2� 4 BI05 PANELS AT 4'-6" HIGH ■ 3 4 m CORRIDOR 21 21 21 21 s� CORRIDOR 4 3 no 20 CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS / DETAILS ° - 8 A121 0 F ------- 0 1 B121 g o 21 BUILT-IN MILLWORK - SEE INTERIOR ELEVATIONS — I I 0 -- 0 - I I 22 ALUMINUM DOUINSPOUTS SEE ROOF PLAN --- 1 ----J ---- — cn tt 9 23 MOP SINK -SEE PLUMBING DRAWINGS A 4 O 0 t WAITWs BI WAITING m m 8 B2 / _'--'� 16 A101 5101 16 ' ,_--_ J i 4 $ 6 24 SCALE -PROVIDED BY OWNER 3 EXAM / i I.- ~ EXAM / 3 25 INFILL WINDOW OPENING WITH METAL STUD FRAMING. PROVIDE PROCEDURE EXAM i III ' I i � -� I EXAM PROCEDURE BLACKENING FILM ON INSIDE OF GLAZING. - SEE DETAIL 5/A9b. A104 AI0 4 0 0 i I \ Q 0 i 5103 5I04 °I . 26 INFILL SLAB DEPRESSION IN FLOOR AS REQUIRED 20 1 BI $ I --_ I _ I $ I 2l LINE OF KNEE WALL BELOW g I I 3 I 28 DISHWASHER - PROVIDED BY OWNER, INSTALLED BY G.C. • • • • • • • • • • • • • • • 29 FIRE EXTINGUISHER IN CABINET - SEE DETAIL 2/AIO O O 30 PROVIDE APPROVED RECESSED KNOX BOX A 2 O 2 25 Q 30 m 25 1 — Alb Alb — — — ---1 20 20 20 2 3 2 6b 6 6 oa°a°°°oo°°°°°°o 0000000000000000° 000a°00000000000 GEN ERAL NOTES I. REFER TO ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFORMATION REVISIONS BY 1Q 03. 10. 15 --- �i � Y m N I� o � � E U U � 7 ti vi U c. ►�� U N L o r, ti o N a c:7) hl �• f of O i U C' — Z Z � J J U � � O m .L J c cU_wEv;o o w� v �o .c�ON°-v U � Q J 0IV O p ww Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet Ala H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.0I\04-Arclritectural\?.Ola-FLPL.dwg, 3/24/2015 10:40:51 AM, sharrison, Xerox 6604 PS.pc3 Ft =fl 31 KEYED NOTES (AS APPLICABLE) ElLAVATORY IN APRON TYPE VANITY - SEE DETAIL 2/ASb r _ SIGNAGE TO MEET ADA AND FLORIDA 31 o1 ❑2 WALL HUNG LAVATORY - SEE PLUMBING ACCESSIBILITY CODE FOR BUILDING �. --- �t i 18 ❑3 H.C. WATER CLOSET - SEE PLUMBING CONSTRUCTION _------ - � 11 1 J _-_ II ; - - STANDARD WATER CLOSET - SEE PLUMBING El 4 _-` o /MIRK. I ` 8/A1a 14 ❑5 URINAL - SEE PLUMBING 36" GRAB BAR El \ --- - --- -- yam--- TOILET e -442" GRAB BAR El MOUNT ROOM SIGNS B Alb 8/Ala I, TO_ , Q ----- -- 5102 1� 9/Ala 19 U 8❑ COUNTER MOUNTED SOAP DISPENSER 9-1 ADJACENT TO LATCH 6 -3 lg 8115 1 r- (( �� ❑9 WALL MOUNTED SOAP DISPENSER SIDE OF DOOR s 3 - _ I 13 6 MIRR. 6 , ` 10 SEMI -RECESSED PAPER TOWEL DISPENSER I I _ _ _ _ 9/Ala � 3 �/ ' 3 i --- - II SURFACE MOUNTED PAPER TOWEL DISPENSER 1 _ 13 i I ly 5EM1-RECE55ED TOILET TISSUE DISPENSER / -I '� SURFACE MOUNTED TOILET TISSUE DISPENSER I �t I I� 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-8" A.F.F. - MATCH WIDTH OF VANITY I i i j I 15 WALL MOUNTED CHANNEL FRAMED MIRROR 4 ,, 6'-0 (fo , 6l j, 5'-10 L � 4 16 PIPE INSULATION KIT CLEAR CLEAR E 60" DIAMETER TURN AROUND IS 30" x 48" CLEAR FLOOR SPACE ❑ O H.C. SIGH! MOUNTM.—S DETAIL 9 INTERIOR ELEVATION O ENLARGED TOILET PLAN O ENL4i ED TOILET PLAN SCALE: N.T.S. SCALE: 3/8" = I'-0" SCALE: 3/8" 1'-0" SCALE: 3/8" = I'-0" 19 60 x 60 CLEAR FLOOR SPACE 31 20 TOILET PARTITION 21 RECESSED FEMININE NAPKIN DISPENSER -µ V - 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER AS PER WALL TYPE 1 23 ELECTRIC HAND DRYER � I of 1 24 PREFAB SHOWER STALL COVER PLATE 18 11 25 SHOWER STALL 1/4" x 2" ESCUTCHEON '� 26 MOP SINK/ FLOOR SINK. LAG BOLTS 1 1/2" DIAMETER `\ /I�IIRR. 1 �` -� ` 2i WATER HEATER S.S. GRAB BAR 28 8/Ala 14 28 SPECIMEN PASS-THRU CABINET - SEE DETAIL 12/Aib SOLID BLOCKING \ BETWEEN METAL `` STUDS AS REQUIRED 21 \ B 0 _( Alb- 7 36 6 g Alb 14 8 a 0 Q w U ; TOILET -- T --- M , 29 TRASH RECEPTACLE 30 6" A HOLE WITH TRIM RING 36 6 \` II "a I 1, - _�_ ____ - �- -- - -- -- - 9/A a 19 " \ 31 HC SIGN 13 3 3 i ! 1 M\/ IRR.6 I I/2" ILI I/2" 13 16 � �'1 1 RECESSED DISPENSER TOILET -SEAT -COVER DIA, i I I I '--- - 33 RECESSED FACIAL TISSUE DISPENSER NOTE: ll 13 34 STANDARD ELECTRIC WATER COOLER ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND , g 35 H.C. ELECTRIC WATER COOLER SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY AS REQUIRED BY 9b 36 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL "B" THIS SHEET THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 2 (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION)oil gb j kI * 4" CLEAR Oe QU15 15AR MCHORIDETAIL ,m O INTERIOR ELEVATION O INTERIOR ELEVATION z ENLARaED TOILET PLAN TOILET ACCESSORIES SCALE: 3" = 1'-0" SCALE: 3/6" = 1'-0" SCALE: 3/8" = I'-0" SCALE: 3/8" 1'-0" HIGHEST OPERABLE EDGE OF WALL PART OF ACCESSORY WDECIFICATION � `r 28 SEMI -RECESSED TOILET TISSUE DISPENSER BOBRICK 8-661 TRASH RECEPTACLE U uQ� II pl � ` ----- J ` SURFACE MOUNTED TOILET TISSUE DISPENSER gpgRICK 8-685 SEMI -RECESSED PAPER TOWEL DISPENSER BOBRICK 8-359 I I X � X X OC 28 / 14 I1 14 8 B �' Q U m I II/Ala Qi �I r l TOILET 19 I SURFACE MOUNTED PAPER TOWEL DISPENSER BOBRICK 8-262 z - O 1 II ,, Alb �� AI19 6 i -- - - - - 10 -FINISH_ 15" `� cry FLOOR 16 I _ 3 ` IO\� 3 31 36" GRAB BAR �BRIGK 8-6806 X 36 SATIN FINISH WITH SNAP FLANGE CLR. MIN. -- - - -- - - l_I 42" GRAB BAR BOBRICK 8-6806 X 42 SATIN FINISH WITH SNAP FLANGE WALL HUNG SINK ELECTRICAL WATER COOLER PAPER TOWEL DISPENSER tt r r I I I WALL MOUNTED SOAP DISPENSER BOBRICK 8-155 EDGE OF WALL 2 ! I 28 I f Sb COUNTER MOUNTED SOAP DISPENSER BOSRICK 8-8221 L CLEAR 4„ WALL MOUNTED MIRROR BOBRICK 8-165 1830 71 �) INTERIOR ELEVATION �TI 1 O INTE IOm ELE��TIO� O E�L^�ED TOILET PLtu ` Y I I Z - cD OPEN SCALE: 3/6" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" I'-0" SURFACE MOUNTED TOUCH TTON HAND DRY BOBRICK 5-1811 •900 N N (L -FINISH 15" CLEAR MIN FLOOR �p = 28 ' N L Ji o I --- -- RECESSED FEMININE NAPKIN DISPENSER BOBRICK 8-353 COUNTER MOUNTED SINK H.G. URINAL �� 40 -i- EDGE OF WALL 1 SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK 8-210 -1---------- --- EDGE OF WALL, �B' - - 14 12" 42"� c0 " 36" it 1 ` RECESSED DISPENSER TOILET -SEAT -COVER BOBRIGK 8-3013 12-1 ' -�� 24' _ GRAB BARS ! �- ---_-- i ... _ _ GRAB BARS N 14 31 _ I� TOILET Qi 8119 - �A w RECESSED FACIAL TISSUE DISPENSER gOBRIGK 8-355 - -- - DISPENSER - - - -- -- - - n - --IF 12" x 12" S.S. PASS I �� 19 0 LOCATION Q Q THRU SPECIMEN "BOBRICK 1 �______ ! 6 10" �• GENERAL NOTES CABINET - \1\ 3 0 M 8-505" OR EQUAL 16 6, g, FINISH p i�" 3 FINISH iDLIA_ - 1— H.G. W. FLOOR _ a-- 13 - 7 1. FOR TYPICAL H.G. SIGN MOUNTING DETAIL, SEE DETAIL "A" THIS SHEET FFLOOR r D U WALL SYSTEM �n - SEE FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL "B" THIS FLOOR PLANS --- _ 2. SHEET H.C. WATER CLOSET H,C. WATER CLOSET 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL 28 f "G" THIS SHEET NOTE: I. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED 41 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE OF ANY CLEAR I` 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS ACCESSIBLE WATER CLOSET REFERENCED IN THIS PROJECT G TYPIC,4L M(:)LNTINCS HEIGHTS (DPASS THRU DETAIL a O INTERIOR ELEVATION O ENLARGED TOILET PLAN SCALE: 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 3/6" = 1'-0" SCALE: 3/8" = 1'-0" REVISIONS BY Q) 03. 10. 15 - - - I u ►--� u (�o ch ► N Cl) to J (LD I� o 0 E au m ti o �xC\J U . G • U �d Q- U NQJ Ern - o 00 3ti 3 0 x CV L Cn C � o � . N Cn a C-,1 r �'a y L• w� I O U U — Z Z O J J U O m =L J 0 t �- Q U C LJ 7 oVU�N0 3U — t �� -pt v W� v �O U N CD N a_to Q J C> 0 Q to 00 W LL e L Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A 1 b H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.0I\04-Architectural\AOIb-TOILET.dwg, 3/24/2015 10:40:40 AK sharrison, Xerox 6604 PS.pc3 4'-0" 1. 4'-0" I � k a-Il 0 1'-4" 1 i I i A1OF, j I ,�. _____ I /� it II �/ I � �• --- ----II �r GAT! ON 11-011 �'r��ID' i It I It 4il-i ,-- I Alb -----_ __ _._-d --- ,----T I I - — r 0 51C L r I 14!0- ■ I _ / I Iy I � ' 4120 I `r A i05 I I ®� COEZRID R 16 i I / trt J I - I '; 1 I IS'-0'1 101_011 __1-iy41 �. i— - - i o - I - 1 1 Nt SAIb I I ry I I I I I I I !I - I I I II I I I I I - +- -- - - - - -- - _. --- --- - - - — — - - !ji � I; I I i I i i i 1 I I I I I I I I I i li I I j i j i I i 1 i i I , I iI i i i I I I, i li 4'-0" 4'-0" I4' i I 21'-4" 22'-Pl" 21 10'-4" 10' 4" A"112 /-Vi- .. III I °I LJ ! 1 n it tA, --5 _, --- 4'- Iaf; fQ " Gil!k1 U f CTTI'IT AA _ I I I I I 6'�-4" 5'-211 21_211 41_011 611 II_011 I i i - I I -11" 2'-1111 51_0„It L 51_ II 2'-10" 61_a11 7 11_/T 11 7 1KL// Y/ All" ^�I W 1 T INS r 401 24' -8" 10''-4" — = J\ f^! 112 611-1011 41_011 II 141 _I 31 - I - I 6'-0" 2'-1011 L1_ II * 7 11_011 iKG// ` _ I I I 23'�6" . - -- - _ it - - - - i I ! I - r - --- Ij I - I I'i I• i — - 1I I � (I I I I I it - {i,- i I I- I I I i - -- --- -- - - - -- - --- - j i ( III ill I I I I I I '', - - ■ - I I . - — - ■ - I ! I j 21_411 _ Ij II I I I I I I , 1 -011 I 129'-4" I I I 'j ii I I I !j it I - _ - ` GC'�mc1D - I \- I - -- - --- ---- 24'-4" y LU - _ E7 P-Iii �p E. -' I ;I 9-81, _ I ---- T- 1911 I I I II II v I; I I 11 10'-6 1 1 Cq I I I 9,,E I'-4" - -- 1 + N NUBS? -I- f 1_0 11 �I�Ti =120 5121 } I 5101 5:04 f I I of - _--- -J TZ ' I I III I II 1 II:I 1 II t I + illll I I I I I it i I I r- I I I I I Ii I I I I I ':'IIj'I i i I I ,Ili' II li; I I IAI I i I I I li i' III I ; I I I I i i II!j� I+. lil ! I I iil I;I I I I i I I i i IIi I I,I ;�I i III I I I I jI ! i i 111 II II I I it 1 i 1 I i I I i t - it I T _._ i I II I - i II j --- I -- I I ----.. .I. l i I i - - I t I - --- - - - --- -- - I I - -- ---- i - .. _.. I ' � I I I II iii II I i I iI, III 1 0 I7• 0, r,VVC YrryP VLr ticOn GU ft11Q 1 .)OI,J °JJ �C.:.. CC Cav^VJOVO �PG:�a Ora OP Oaab I II I -'I'II� I I i I I I I _ i I 1'. 1 I I i I I. I II II ' is 'III III - li ':I j u- l _ COaCO ',co ,o PaPaaa4a0 •000aocnrn0000 a P t,^ o o � a o P c I 1'.II I I l I ! II I !I' OCR GP�C:�000a0000 r I , I I i 6'-Y/" 4'-Y/" 4'-0"I;r/ 4'-Ir✓� 41_/rll 77LL// 41_011 41_011 A1_/r11 �T' SL/ / 1_011 I 1CJ _ 4'-0' DIMENSION PL,4N NOtEB 1. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 6" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT 16 COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS REVISIONS BY 00 4 00 U CD CO m CV s � � Q� ° � o `` E ' �xti U U 10 N Q rn °D 3 ti y 3ti 3 ~ N Cn E o CU N °, M a im p J/ u.. 0. J i U � Z Z� J U � � O m �L J t {- LA- C o o �V �sv a o WLL- �U C MO N ao ONE QJ Q CO �U O p W i2 M Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A2 H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Arc6itecwml\A02-DIM.dwg, 3/24/2015 10:40:30 AM, sbarrison, Xerox 6604 PS.pc3 0 REFLECTED CE IL INCH FLAN SCALE: 3/16" = 1'-0" REFLECTED CE IL IWs LEGEND 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4 LAY -IN ACOUSTICAL CEILING TILES 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES G.W.B CEILING (SMOOTH FINISH) 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION 2' x 2' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION QI 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION 2' x 2' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION I' x 4' FLUORESCENT FIXTURE WITH WRAP AROUND 0 LENS, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION �--�j 1' x 2' FLUORESCENT FIXTURE WITH WRAP AROUND LENS, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION RECESSED EYEBALL DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION HANGING LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION 4' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION 2' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® SMOKE DETECTOR - SEE MECHANICAL FOR MORE INFORMATION ® EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION 9_j MECHANICAL TRANSFER GRILLE - SEE MECHANICAL LE FOR MORE INFORMATION KEYED NOTES OOUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS 0 OUTLINE OF OVERHANG SOFFIT / FACSIA - SEE WALL SECTIONS 0 STUCCO SOFFIT / CEILING - SEE WALL SECTIONS O4 CONTROL JOINT IN STUCCO CEILING 5O G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS OWOOD CORNER MOLD OWOOD GROWN MOLD GENERAL NOTES I, ALL CEILING HEIGHTS SHALL BE I0'-0" UNLESS OTHERWISE NOTED 2. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE - 3 5/5 INCH WITH MINIMUM 30 10 SHEET METAL SCREWS PER CONNECTION. 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 4. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES SPECIFICATIONS. 5. GENERAL CONTRACTOR TO COORDINATE ALL PROPOSED CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. 6. SEE SHEET IDI FOR CEILING FINISHES. 1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"0 RAMSET POWDER DRIVEN FASTENERS. 5. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN (4) 1*12-14 TEK SCREWS. g. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) 0,145"0 RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. 10, CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO CONC./CMU w/ (2) 1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.G. 11, CONNECT SHEATHING TO MTL. STUDS w/ 012-14 TEK SCREWS AT 6" O.G. 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 TEK SCREWS AT 24" O.G. 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. 14. FOR ALL MOLDINGS CONTACT TRIPLE H INDUSTRIES - GLEN HULTGREN 12-1-204-0531 REVISIONS BY IQ 03. 10. 15 - - - �i u CO Cn "I"N ,a? ~ Q 7 C : E X u U N r ` • C tl E > Q rn 0 c ao 3 3 ti > 1—� O N _p C E] ti _2 r� W--- W I� i 0 N lmtk C�2 r i • 1C 0=LL �: u_; r c• U Z Z 0 J J U� > O m �L J 0 L i C �..d � 0 0 :3 0 =U 0—=pt o W� o >�O U �0 (/)a0 a� ca (1) of J 0 N 0 Q (O 00 J W LL c Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A3a H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural,A03a-RCP.dwg, 3/24/201 S 10:40:20 AM, sharrison, Xerox 6604 PS.pc3 �I N �o 4 8" ROOF LEGEND DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE OVER MIN. 3.20" ISO BOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" MIN. SLOPE INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF 5 6 5 6 6 5 r 6 14 6 5 '47 ---- - — — — -- -- -- — - - — — — -- — — — — — — — — — — —— ---- — -- - — — 2 2 -0" 8 KEYED NOTES 16 ODURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE 3 OVER MIN. 3,20" (R-19) ISO BOARD TAPERED INSULATION TO 15 6 PROVIDE 1/4" MIN. SLOPE i 1 2O OUTLINE OF BUILDING /COLUMN BELOW -SEE FLOOR PLANS i O BUILT-UP CRICKET AS REQUIRED O4 - PREFABRICATED ALUMINUM AWNING SEE DETAIL 6/A10 �� _ 5 6 SQUARE ALUMINUM GUTTER SYSTEM A SECTIONS O ER E SEE WALL SEG O S i \ � I,I F ---------T �-� J I \\ � � rIII -III `-�—_\—-IIII -FIi\-- i�-'-�l O7 UNDERGROUND DRAINAGE SYSTEM PARAPET WALLSYSTEM WITH METAL L COPIN G -SEE WALL SECTIONS4" ROUND ALUMINUM DOWNSPOUT SYSTEM -CONNECT TO EXISTING I L\ 13 I I 1 O 1 I 12 I i I I IRI / I 8 CONTINUOUS 4" CANT STRIP SEE WALL SECTIONS I O I I I I L--_ ____1____J ROOF DRAIN - SEE DETAIL 4/Alm AND PLUMBING DRAWINGS II Im ROOF OVERFLOW DRAIN - SEE DETAIL 4/Alm AND PLUMBING � DRAWINGS II 3 3 ry I1 ROOF CURB FOR MECHANICAL PLATFORM -SEE DETAIL 3/A10 AND MECHANICAL DRAWINGS II r �- - 12 ROOF TOP MECHANICAL UNIT - SEE MECHANICAL DRAWINGS II � I/ / I O 11 1 EXHAUST VENT _ SEE MECHANICAL DRAWINGS I I � DOOR S ROOF ACCESS LADDER WITH SECURITY DETAIL R - SEE DE L I/Alm 10 LU BI v NT - S E ET IL /AI A P U I D NG DIAGONAL SUPPORT BRACE PER EXTENDED PARAPET WALL REQUIREMENTS - SEE WALL SECTION L.--------J — I l `r 8 2 I 6b 6b A68 68 6 i I 22'-0" '-0" 2'-8" 33'-4" 6'-0" 40'-0" 4'_4" Oin PLAN SCALE: 3/16" = 1'-0" GENERAL NOTES I. ALL FLAT ROOF SYSTEMS SHALL HAVE A 1/4" PER FOOT SLOPE U.N.O. 2. ALL EDGE FLASHING TO BE ALUMINUM U.N.O. 3. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. 4. GENERAL CONTRACTOR TO VERIFY IF EXISTING RIGID ROOF DECK INSULATION IS TAPERED OR FLAT - NEW INSULATION SHALL MATCH REVISIONS BY IQ 03. 10, 15 - - N cD �' N � U � Q ro I� O E v ti u S - ti I�� V Lo N 4 a -• o oo 3 � 3 N ti ,\ a N ='wig -U- M- W O C,4 N ff c•.7 • 1 o.d I Q yQ' or G ' c U Z Z � J J V � � O m J �Lit -I.- < C W oVU�::)N° = Q — --D tU 0 . W L.L. U C O N - Q cD O 0 Jw LL_7 bate: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A4 H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Arcbitectural\A04-ROOF.dwg, 3/24/2015 10:40:11 AM, sbarrison, Xerox 6604 PS.pc3 8 6 ST-I -_ 22'-8" A.F.F. TOP OF NEW 6 6 I I TOWER Flofl a _ �.`N` -- � -- - r , = TOP OF NEW �' w l - P3 P2 PI 6 P3 6 P1 P3 6 ST- I - K. TOWER e ical. J _ _ = PARAPET 14'-2" AF.F, - _ TOP OFlinic, j -� EXISTING _ PARAPET TOP OF �i MASONRY F] OPENING Ni � O O O O O O O L11 - p 0'-0" F.F.E. TOP OF QJPI EXISTING SLAB 2 1 3 2 I 6b 6b 6a 6a 6a 0 EXTERIOR rELEVATION SCALE: 3/16" = I'-0" O EXTERIOR ELEVATION SCALE: 3/16" = I'-0" KEYED NOTES OI EXTERIOR WALL SYSTEM WITH SMOOTH SAND STUCCO FINISH - SEE WALL SECTIONS O2 DOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND SCHEDULES OLIGHT FIXTURE - SEE ELECTRICAL DRAWINGS O4 ELECTRICAL SERVICE - SEE ELECTRICAL DRAWINGS OCONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLAN 6O ALUMINUM COPING OVER PARAPET / COLUMN - SEE WALL SECTIONS OSTUCCO CONTROL JOINTS (TYPICAL) O8 BUILDING 516NAGE BY OWNER OALUMINUM AWNING - SEE DETAIL 6/A10 10 6" SQUARE ALUMINUM GUTTER II "CULTURED" STONE VENEER - SEE WALL SECTIONS AND FLOOR PLAN 12 4" ALUMINUM DOWNSPOUT 13 ROOF ACCESS LADDER WITH SECURITY DOOR - SEE DETAIL 1/A10 14 TIE NEW 4" ROUND DOWNSPOUT INTO EXISTING UNDERGROUND n� A l ICI - DIAGONAL SUPPORT BRACE PER EXTENDED PARAPET WALL REQUIREMENTS - SEE WALL SECTION EXTERIOR FINISH SCHEDULE PI PAINT COLOR TO BE SW 6101 ED PAINT COLOR TO BE SW 1064 - PASSIVE ED PAINT COLOR TO BE SW 6140 - MODERATE WHITE Ell CULTURED STONE VENEER - BORAL STONE PRODUCTS PRO -FIT LEDGESTONE "PLATINUM". CONTACT DOUG MCCALL AT OLD CASTLE SUPPLIERS (813) 886-1161 GeNEiRAL NOTES I. EXTERIOR FINISH TO BE SMOOTH SAND FLOAT STUCCO FINISH U.N.O. 2. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A WATERTIGHT CONDITION 3, ALL CORNER BEADS AND ALL OTHER STUCCO ACCESSORIES TO BE 1009' PLASTIC/ VINYL. 4. VERIFY ALL PAINT COLORS WITH ARCHITECT PRIOR TO INSTALLATION. 5. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. 6. GENERAL CONTRACTOR TO SUPPLY ELECTRIC SERVICE FOR SIGNAGE (SEE ELECTRICAL PLAN) AND COORDINATE SIZE WITH VENDOR AND OWNER KEY PLAN REVISIONS BY IQ 03, 10. 15 - - - �i i � N !� o C ¢J cd I � Y .5 `JE xU C U N _ LO N Q rn - C 3 t, N / N �� C O r- N Cl) 39. � �" 0 U 0- W. zza= a. o �"- o-., e*IJ � l cr` e •, u.: ° u-� J, O .tjlJ �•. � I Q �; ,31 Sor O U U Z Z Q U � � O m �L J 4— C o0 =U d W 0 >,O CC O N as Q C) J 00 Jw LL-m Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A5a H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\A05-EXEL.dwg, 3/24/2015 10:39:59 AM, shan-ison, Xerox 6604 PS-pc3 5 5T-I n� II 11=7 =� IIIUL==JI II. 14 14 14 P3 F_J 114 4 ST-I 101 �I EXTERIOR ELEVATION SCALE: 3/16" - V-011 Di EXTERIOR ELEVATIONSCALE: 3/16" = 1'-0" 1 P2 1 1 PI 1 22'-8" A.F.F. TOP OF NEW TOWER 20'-0" A.F.F. TOP OF NEW TOWER 16'-8" A.F.F. TOP OF NEW PARAPET (+/-) 14'-2" AFF. TOP OF EXISTING PARAPET 81-01, AF.F, TOP OF MASONRY OPENING 0'-0" F.F.E. TOP OF EXISTING SLAB 22'-8" A.F.F. TOP OF NEW TOWER 20'-0" A.FF. TOP OF NEW TOWER A.F.F. TOP OF NEW PARAPET (+/-) 14'-2" AFF. - — TOP OF EXISTING PARAPET 8'-0" A.F.F. TOP OF MASONRY OPENING 0'-0" F.F.E. TOP OF EXISTING SLAB KEYED NOTES OI EXTERIOR WALL SYSTEM WITH SMOOTH SAND STUCCO FINISH - SEE WALL SECTIONS O2 DOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND SCHEDULES O3 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS O4 ELECTRICAL SERVICE - SEE ELECTRICAL DRAWINGS OS CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLAN OALUMINUM COPING OVER PARAPET / COLUMN - SEE WALL SECTIONS OSTUCCO CONTROL JOINTS (TYPICAL) 0 BUILDING 51GNAGE BY OWNER OALUMINUM AUINING - SEE DETAIL 6/AI0 ID 6" SQUARE ALUMINUM GUTTER 11 "CULTURED" STONE VENEER - SEE WALL SECTIONS AND FLOOR PLAN 12 4" ALUMINUM DOWNSPOUT 13 ROOF ACCESS LADDER WITH SECURITY DOOR - SEE DETAIL 1/AIO 14 TIE NEW 4" ROUND DOWNSPOUT INTO EXISTING UNDERGROUND A111-1— DIAGONAL SUPPORT BRACE PER EXTENDED PARAPET WALL REQUIREMENTS - SEE WALL SECTION EXTERIOR FINISH SCHEDULE Pl PAINT COLOR TO BE SW 6101 El PAINT COLOR TO BE SW 1064 - PASSIVE El PAINT COLOR TO BE SW 6140 - MODERATE WHITE El CULTURED STONE VENEER - BORAL STONE PRODUCTS PRO -FIT LEDGESTONE "PLATINUM". CONTACT DOUG MCCALL AT OLD CASTLE SUPPLIERS (813) 886-1161 GENERAL NOTES I. EXTERIOR FINISH TO BE SMOOTH SAND FLOAT STUCCO FINISH U.N.O. 2. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A WATERTIGHT CONDITION 3. ALL CORNER BEADS AND ALL OTHER STUCCO ACCESSORIES TO BE 100% PLASTIC/ VINYL. 4, VERIFY ALL PAINT COLORS WITH ARCHITECT PRIOR TO INSTALLATION. 5. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WOW. 6. GENERAL CONTRACTOR TO SUPPLY ELECTRIC SERVICE FOR SIGNAGE (SEE ELECTRICAL PLAN) AND COORDINATE SIZE WITH VENDOR AND OWNER :9 N KEY PLAN I/A5b \/ REVISIONS BY 1Q 03. 10. 15 --- i 1—~ UU � Y CON UD Q rs . 7 o r o U c U = N t• Y U N CO V � N C Q rn 4 ti 3 3ti 3 o A C Eon N 07 0 0 N d4 Zz m Cq u:° 1� tin � G 9 � U V Z Z Q J J V O m J 0 li Q C W oVUE 0 � =U v W v O cN0 �OaU) N W N CL �QJ0IV Q (D �V O p L.L. Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A5b H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architwmral\A05-EXEL.dwg, 3/24/2015 10:39:51 AK sharrison, Xerox 6604 PS.pc3 ALUMINUM COPING WITH KEYED NOTES HEMMED LEADING EDGE SET IN ADHESIVE OVER ICE AND WATER SHIELD ONE LAYER OF 5/5" WATERPROOF MEMBRANE— SL PE EXTERIOR GRADE PLYWOOD SHEATHING - ALUMINUM COPING WITH HEMMED LEADING EDGE SET IN O DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE USE SHIM TO SLOPE TOWARDS ROOF ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF OVER MIN. 3.20" (R-19) ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN. SLOPE - SEE ROOF PLANS AS REQUIRED MEMBRANE OEXTEND SINGLE PLY ROOFING MEMBRANE UP AND OVER �r PARAPET WALL METAL SELF SEALING SLOB 2x P.T. WOOD NAILER WITH I/4" 000NT. 4" CANT STRIP - SEE ROOF PLAN FASTENERS AT 48" O.C. — TAPCON SCREWS AT EACH O4 -1/8'' SMOOTH SAND FLOAT STUCCO FINISH OVER PAPER BACKED LOCK FLASHING END AND AT 24'' O.C. MAX, GALv. METAL LATH OVER "TYvEK" STUCCO WRAP OVER 1/2" SEALANT EXTERIOR GRADE PLYWOOD SHEATHING EXTEND ROOFING SEALANT METAL SELF SEALING FASTENERS AT 48 O.G. LOCK FLASHING O 7/8" SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH RIB GALV. MEMBRANE UP AND METAL LATH OVER TOP OF PARAPET WALL "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR C O 8" C.M.0 WALL SYSTEM -SEE STRUCTURAL DRAWINGS FOR VERTICAL UNDER COPING GRADE PLYWOOD D HORIZONTAL REINFORCEMENT CONTINUOUS 4" CANT SHEATHING SEALANT STEEL HSS JOIST - SEE STRUCTURAL DRAWINGS SO MILLWORK - SEE FLOOR PLANS AND INTERIOR ELEVATIONS <F�, METAL STUDS (TYPICAL) - SEE STRUCTURAL SEALANT 9 STEEL ANGLE -SEE STRUCTURAL DRAWINGS SINGLE PLY ROOFING MEMBRANE 7/8" SMOOTH SAND STUCCO FINISH OVER 4 C S2b ro 20 -0 A.F.F.A,F.F. TOP OF MASONRY A 6 S2b EXTEND ROOFING MEMBRANE a MASONRY WALL SYSTEM - SEE STRUCTURAL 10 II CONT. SPRINGLOCK FLASHING BY "FRY REGLET" CLIP ANGLE - SEE STRUCTURAL DRAWINGS ^�----------� UP AND OVER PARAPET WALL 5/8" SMOOTH SAND FLOAT PAPER BACKED GALV. METAL LATH OVER i i FINISH STUCCO 12 6" METAL STUDS - SEE STRUCTURAL DRAWINGS TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR '' I I I 1 I a 13 METAL ROOF DECK - SEE STRUCTURAL DRAWINGS GRADE PLYWOOD �_ , SHEATHING I I 14 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS ° to. 15 ROOF DRAIN - SEE ROOF PLAN 39 --�; 39 16 EXISTING STEEL BAR JOIST -SEE STRUCTURAL DRAWINGS DETAIL DETAIL 8 O SCALE: 3" = I'-0" � O SCALE: 3" = I'-0" I� O IS EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS �� omm, sms, allow now, omm, common, sommomm common, common common, �� Ig EXISTING SLAB ON GRADE A I A 20 CLEAN, COMPACTED, TERMITE TREATED FILL 35 I r 1 APPROXIMATE GRADE A.F.F. 10 I I I I 16'-8" A.F,F. 22 1/2" EXPANSION JOINT MATERIAL ° TOP OF I I TOP OF r` I MASONRY ro I I MASONRY 23 CONCRETE SIDEWALK - SEE SITE PLAN I PARAPET I I �144 PARAPET2 24 FIN15H FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET ID1 2 2 3 3 3 25 STEEL BEAM - SEE STRUCTURAL DRAWINGS 1 1 1 26 CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI I I I 2l EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS SL PE I ro (+/-) 14'-0' A.F.Fjk SLOPE Al 6 �Pr I 6 28 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING 35 TOP OF 35 I 35 PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS EXISTING PARAPET ° 1� (+/-) 14'-0" A.F.F ° 1� ,I (+/-) 14'-0 A.F.F 29 5/6" CD GYPSUM CEILING BOARD - SEE CEILING PLAN AND DETAILS (VERIFY) TOP OF TOP OF 10 6 �.---� r 13'-4" A.F.F. EXISTING PARAPET I I EXISTING PARAPET 30 HSS STEEL JOIST NESTED -SEE STRUCTURAL DRAWINGS 3 TOPFRAM (VERIFY) a I (VERIFY) 31 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT 16" O.C. 3-1 I OVER I" RIGID INSULATION -EXTEND INSULATION TO UNDERSIDE OF I I ROOF DECK. 12'-8" A.F.F. EXISTING ROOF JOIST BEARING / DOMINO 12'-8" A.F.F. ST ROOF J015T IBEARI G 32 XI67 NG EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL DRAWINGS / /j -' ', /'" ° / / -- --------- - -- ----------------------- EXISTING ROOF -- -- - -- - JOIST BEARING ' 39 " IS -�/�/, S2�' 33 O 8" PRECAST LINTEL - SEE STRUCTURAL DRAWINGS / -- -- --- --- - - -- -- -- -- -- -- -- -- - -- - .' 16 34 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 36 TOP OF BEAM 36 3ro 35 35 5/8" SMOOTH SAND FLOAT STUCCO FINISH 32 13 25 /DECK BRG / HSS BRG 32 32 36 EXISTING (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL 30 II �� DRAWINGS ° �� 4 I 37 DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE x x j 12 I I OVER ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN. x x ° SLOPE - SEE ROOF PLANS ° 38 NEW MASONRY ABOVE LINTEL - SEE STRUCTURAL DRAWINGS 28 I 38 I 12 4I a 10'-0" A,F,F. UNDERFRAMSIDE OF I I ° I I 38 39 (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS � I 31 r I 35 ------- --- 6 29 V• ------- --� 6 29 r 35 40 41 O WELDED STEEL ANGLE FRAME - SEE STRUCTURAL DRAWINGS "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD P S2b I I SHEATHING - SEE STRUCTURAL DRAWINGS 33 I I 31 3b 31 • I I 42 CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS I I 8'-0" A.F.F.AFF TOP OF MASONRY OPENING 32 33 I I ` I I I , 8'-0" A.F.F. TOP OF MASONRY OPENING 43 44 O STEEL ANGLE FRAMES - REFER TO STRUCTURAL (1) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS GNP 1 I Aga I 1 gb 45 GROUT (I) FULL COURSE SOLID WITH (1) 05 CONT. BELOW NEW Slb Slb OPENING 46 CONT, ro", 18 GA, METAL TRACK WITH (2) 012 TEK SCREWS AT 16" O.G, MAX. (TYP. - METAL ROOF DECK) U.N.O. 4l CONT. 6", 14 GA. METAL PLATE WITH (2) °12 TEK SCREWS AT roll O.C. 34 MAX. (TYP. - METAL ROOF DECK) U.N.O. 48 CONT. METAL ANGLE - SEE STRUCTURAL DRAWINGS 49 STONE VENEER OVER SCRATCH COAT STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" I EXTERIOR GRADE PLYWOOD SHEATHING. 3 9b �I r I � I l 1 6 — 32 35 32 45 22 r 31 34 24 3 A9a 23 O'-0" F.F.E. I 26 I 24 21 0'-0" F.F.E. 22 i 23 I 26 24 22 23 KEY PLAN 19 r , TOP OF 19 TOP OF 19 ------- — ---� EX TING SLAB /. ------ — --- EXISTING SLAB I ------ — --- 0'-0" F.F.E. I --------------�� a a - _ TOP OF EXISTING SLAB -i`/'%, I / \�/�//``j "� `' 777 20 41, 4 O .,".. Slb 14 3 2 3 O WALL SECTION z O WALL SECTION O WALL SECTION SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" SCALE: 3/4" = 1'-0" REVISIONS BY Q03. 10. 15 - - - �i � N � C`"i v N Cn v a ti ° ° L • p °O 3 3 3 ti 3 ~� C N � C Na N 1 a L0 ra N � 1 � r Go I N cD �O. C U-: O i *�! ro .o fib.•• r G G� U U — Z Z J J U M O m •L J J opt C 0UVE v;0 � =U o W� o �0 CC �O N ao 0 W O Iz J 0Nto Q Q to Op W Date: 12. 23. 14 Scale: AS NOTED Project Mgr: DSH Drawn: SEH Job: 14-137 Sheet A6a H:''.Projects Projects 2014\! 4137 - FMC Z Hi11s Diagnostics\04-CD\02-REV.01\04-ArchltecturaIA06abc-W SEC.dwg, 3/24/2015 10:39:40 AM, sharrison, Xerox 6604 PS.pc3