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LA FITNESS REV 2ND SETi U -j CL u L Lu b U a a °- Q00 c> C) a. Q ; �; . 0-1 U aj �fl'' F 1,0 V LLI J J J (7) #5 EA. WAY a a a p 3 PILE - �- 1 O c> Q 1 ® e o I -i Cv up C� U Cis w w w w w ,`�� PILEr d a 0- CL M �,� \ - 24" DIA. CONC. CAP ° `? PILE CAP � — °° ' M iv 44r _ �' PILE CAP _ e _ i 'n cn c� o PILE CAP _ 1 M a3 00 PILE - PILE q PILE _ _ _ -_�- e i o - \v 00 PILE y,_r ih ch / o o o PILE 1'- 3" 1'- 3" (4) #5 x 2'-0" LG. (4) #5 SHORT WAYS 1--o" 1' - 3" 1' - 3" 1,-o " (8) #5 LONG WAYS EA. WAY BOTTOM _ _ " 1' - 0" (12) #5 EA. WAYS 1' - 0" 1' -101, 1' - 10" 1' - 0" TOP VIEW 1 - 3 1 - 3 (12) #5 EA. WAYS 1 - 0 1 - 3 1 - ft� IN 11 11�114 21- 6 41-611 4'-6" 5'-8" v' U TOP VIEW 4 #5 x 2'-0" LG. TOP VIEW TOP VIEW TOP VIEW Q O TOP VIEW ' a EA. WAY BOTTOM (4) #5 SHORT WAYS - (8) #5 LONG WAYS ° - a - 3 12 #5 EA. WAYS Q �� _ ( ) a a . (12) #5 EA. WAYSrr- V m° a cf Q a LA q e p Zh M r ZZ w o o •� c~_, 3g cn - TOP VIEW TOP VIEW TOP VIEW TOP VIEW TOP VIEW TOP VIEW 2 ONE PILE CAP DETAIL — P1 ONE PILE CAP DETAIL- - _ 1 — 1A — P1 SP 2 TWO .PILE CAP DETAIL P2 3 THREE PILE. CAP DETAIL — P3 4 FOUR PILE C P DETAIL P4 5 FIVE PILE CAP DETAIL — P5 � s-6.4 1/2" - 1 -0 s-6.4 1/2" - 1 -0 S-6.4 1/21' = 1'-0" s-6.4 1/2" = V-0.. s-6.4 1/211 = 1'-O" s A 1/211 = 1'-0" 4 NO HOOK REQUIRED TOP OF PILE CAP EL. = VARIES - SEE PLAN a. v Qz w co 0 J J UJ Qm I I I 4 ACI 90° OR 180° STD. (3) SIDES cy)HOOK AT #4 VERT. BARS cn 1/-4" U -SHAPED PL WELDED I I I 4D TO EMBED PL a� 11 I I I POE O POF W -� �:.L.. z ----- I 12" IA. � #3 TIES AT 12" O.C. SEE ARCH. DWGS. °a.. HSS -BEAM J I I 4 EXISTING CONC. COL. DRILL AND EPDXY#5x1'-8"LG. PL 1/2"x6"x1'-3" END PLATE ' OR MASONRY WALL DOWEL AT WALL REIN F. 4 w(2) 5/8" DIA HILTI HY 150 MAX WITH 5" EMBED - (1) TOP AND (1) BOTTOM (4) #4 VERTICAL BARS 15'-0" LG. a HB #345 -BT FLEXIBLE TIE AT 16 s 6 SECTION AT C I P CONN \` O.C. AT NEW INFILL MASONRY. TIE TO EXISTING MASONRY WALL 1 I ' WITH 1/4" SIMPSON TITEN ANCHOR WITH 1 3/4" 12" AUGER CAST PILE S-6.4 3/4" = 1'-0" EMBEDMENT AND STAINLESS ` STEEL WASHERS w/5000 PSI GROUT U 16 TON CAPACITY e VERTICAL #6 AT CENTER OF PILE ' ; ' NEW VERT. REINF. GROUTED SOLID BLOCK OUT FOR ' i PLASTIC "MUSHROOM" CAP AT TIP OF VERTICAL #6 GROUTING. I BOTTOM OF PILE EXISTING OPENING j EL. = VARIES - CUT OUT FOR PLACEMENT OF LINTEL GROUT SOLID. NEW PRECAST \ $ 4 a4 ° TYPICAL PILE SECTION z LINTEL W/ (2) ` DRILL AND EPDXY #5 DOWEL AT 9 w #5 BOTTOM. ' ` WALL REINF. INTO EXISTING 3/4° = 1'-0° 9 FOUNDATION OR CONCRETE V •r N 3d" LA SLA „c B PROVIDE Mf P g :u NEW OPENING - ` SPLICE EACH LAPAM a Q S V uj 7 A SECTION A— 3/411 11-011 4 #4 VERT BARS 0 AUGER CAST ( ) F I 7A PILE 7C PRECAST CONCRETE LINTEL WITH (1) #5 BOTTOM - #6 VERT BAR ' Q I GROUTED SOLID to Qi o U #3 TIES AT 12 O.C. GROUTED Q yj a w SOLID AT NEW m F Y VERT. REINF.uj LUL a. $ CMU WALL INFILL 10 TYPICAL PILE DETAIL w `-`�-' Q U3/411 1 S-6.4 3/4 = 1 -0 NEW #6 REINFORCEMENT % 1�1A S-6.4 L i I GROUT ADDITIONAL = ; z � � n- _ O OPENING S ACELL IF CELL ACENT 7B SECTION v �� :• �jv w i/ t (o iso PARTIAL CELL 5-6.4 3/4" = 1'-0° 1. too •••••a•• W \\ PL 3/8"x4"x0'-8" LG. W/(2) P�,_>��, c 1/2" DIA. HILTI HIT HY20 11A WITH SCREEN TUBE S-6.4 te: INSERT - (1) EACH SIDE NEW VERT. #5 AT EDGE EN A OF OPENING FROM o FOOTING TO TIE BEAM \ HSS2x2x1/4 (4) TOTAL HSS2x2x1/4 N N N \ (4) TOTAL ea N N N 7B =' GRID SMOOTH a A � 3/16 � tido m �coo DRILL AND EPDXY WITH HILT] GROUTED \ _ 0 0 0 ° _I• •. 1 HY 150 MAX TOP AND BOTTOM SOLID AT NEW t . � OM WITH 6" EMBEDMENT VERT. REINF. in I 4 - - - - - - - B.O. SUPPORT - - - - - o 10= o r NEW #6 REINFORCEMENT �'.. I" s" d ozz i z p 0 UJ co 1 1/2" 5^ 1 1/2" �s o I TOP OF FOOTING o w Q m EXISTING 8 MASONRY WALL N Z r M Cr I 4' - 1 1 /2" SAW CUT AND N .. REMOVE FACE OF BLOCK. " ,� LG. w/(2) 1/2 DIA. ELEVATION a PLAN VIEW g PL 3/8 x4 x0 -8 � HILTI HIT HY20 WITH SCREEN TUBE INSERT -(1) EACH SIDE a o 1 ® ? o W v 7 NEW DOOR OPENING IN EXISTING WALL 7C SECTION 1 Ca SUPPORT DET IL 1 .14r a m = w 1 11A CONNECTION DETAILo o U s A 3/4" = 1'-0" s-6.4 3/4" = 1'-0" s-6.4 3/4 = 1'-0" s-6.4 1 1/2" = 1'-0" CL S-6.4 EA. J ST. 3/16 2% CONT. L4x4x1/4 EA. JST. 3/16 NEW 1 1/2" METAL DECK / EXISTING 8" MASONRY WALL EXISTING 8"x12" CONC. TIE BEAM EXISTING 8'x CONC. TIE BEAM EXISTING 8" MASONRY WALL EXISTING 8"x12" CONC. TIE BEAM -SEE PLAN NOTES NEW STEEL JOIST - SEE PLAN PLATE 1/2"x9"x1'-3" LG. WITH (4) 5/8 DIA. HILTI HY150 MAX EPDXY ANCHORS WITH 5 5/8" EMBEDMENT . 1 3/4" 1 3/4" N O I O N 1'-3" HSS POST SEE PLAN PLATE 1/2'x9"x1'-3" LG. WITH (4) 5/8 DIA. HILTI HY150 MAX EPDXY ANCHORS WITH 5 5/8" EMBEDMENT iv 5/16 WALL SECTION ALONG GRID I! 8x24 C.I.P. TIE BEAM WITH (2) 3 CONT. #5 TOP, MID., AND WI BOTTOM AND #3 STIRRUPS 3/c AT 18" O.C. —_ CONTRACTOR MAY ELECT ST TO PROVIDE 8" NOM C.I.P. RE CONC. WALL WITH #5 VERT. AT 18" O.C. AND HORIZ. #4 AT z 12" O.C. AT CENTER OF WALL NEW 8" REINF. MASONRY WITH VERT. #5 AT 16" O.C. °I EXISTING 8"x CONC. TIE BEAM \ m z r cfl w w a O o J J a "I I ' z U) W EXISTING 8" MASONRY WALL c EXISTING 8"x12" CONC. TIE BEAM U z WALL SECTION ALONG 5/1 -'RID 12 L2X2X3/16 DIAGONAL BRACING AT L6x4 L2X2X3/16 ANGLE BRACING TYP \ (2) 5/8" 0 THRU- BOLT WITH LOCKNUT. INSTALL NUT FINGER TIGHT HSS6x6 POST AT , BASKETBALL BACKBOARD SUPPORT 3/4" = 10-0" 5-6.5 3/4" = 1'-0" s-6.5 3/4" = 1'-0" /1 A EXISTING JOIST — EXISTING W -BEAM EXISTING STIFF PLATE NEW WT8 REINF. SEE PLAN 3/8 314"x10" WIDE x�' 3 10" LONG CAP PL. WI N 3/c HSS POST SEE PLAN BC z ST RE PLATE 1/2"x9"x1'-3" LG. WITH (4) 5/8 DIA. HILTI HY150 MAX EPDXY ANCHORS WITH 5 5/8" EMBEDMENT °I TYP WALL SECTION AT GRID -3 3/4" = 1'-0" SPLICE NEW DECK OVER n n n u PROVIDE 3/4" STIFF PLATE TO MATCH WT8 FLANGE it u II n II n II II II II II II II u n n n n n n II II u u it u it n II n EXISTING W8 REMOVED II II II II II II II II n I� II �� n I. li II n u II u II u it u II u II n 5 6.5 10'-0" 1 1/2" MTL DECK STL JOIST - SEE PLAN (2) L6x4x5/16 (LLV) WITH VERTICAL SLOTS AT THRU BOLTS (STING STL JOIST (STING MTL. DECK ISTING W24 BEAM I 160= v REFER TO ARCH DRAWINGS AND PERFORMANCE SPORTS SYSTEMS MODEL 2300 ADJUSTABLE 4 POINT STATIONARY WALL MOUNT STRUCTURE FOR EXACT 1 GEOMETRYAND ATTACHMENT SPECIFICATIONS 3 B -BALL EACKBOARD SUPPORT ELEVATION $-6.5 1/211 = 1'-0" A - A 5'-3" MOUNTING 2X8 CLEAR HARDWARE COATED BY MAN UF. WOOD PAD I I — s 0 0 — ti 2 3/8" O.D. STEEL TUBING 1 D ETA( L 0 0 0 4 0 "I I N =— --- ----------- ----------- z I II ------------ —------- °I O m r cfl a O o a "I I ' y c U z c w � I I w a.- CL c . Z z LL) LU J dal I°d am Oa I I tD 3 � M c ui ; I I �SSEIX4X`l z 3 ce T.O. GOAL I w HSS8 4X1/4 > EL: = 10'-0" I I I I I ' 1 1/2" MTL DECK STL JOIST - SEE PLAN (2) L6x4x5/16 (LLV) WITH VERTICAL SLOTS AT THRU BOLTS (STING STL JOIST (STING MTL. DECK ISTING W24 BEAM I 160= v REFER TO ARCH DRAWINGS AND PERFORMANCE SPORTS SYSTEMS MODEL 2300 ADJUSTABLE 4 POINT STATIONARY WALL MOUNT STRUCTURE FOR EXACT 1 GEOMETRYAND ATTACHMENT SPECIFICATIONS 3 B -BALL EACKBOARD SUPPORT ELEVATION $-6.5 1/211 = 1'-0" A - A 5'-3" MOUNTING 2X8 CLEAR HARDWARE COATED BY MAN UF. WOOD PAD I I — s 0 0 — ti 2 3/8" O.D. STEEL TUBING 1 D ETA( L 0 0 0 4 0 N N `.� 4/0 CHAIN 5A 5-6.5 3/4" = 1'-0" 2X8 CLEAR COATED WOOD PAD -PROVIDE 3 .� THREADED STUDS FOR .� 5A BASKETBALL FRAME `. MOUNT OR CONNECTION S-6.5 AS REQUIRED BY MAN UF. Al it VJ gk T.O. GOAL ' EL: = 10'-0" / 1 7/8" I.D. STEEL TUBING 2 3/8" O.D. STEEL TUBING HSS 8x4x1/4 BEAM HSS POST BEYOND, SEE PLAN REFER TO ARCH DRAWINGS AND PERFORMANCE SPORTS SYSTEMS MODEL 2300 ADJUSTABLE 4 POINT STATIONARY WALL MOUNT STRUCTURE FOR EXACT GEOMETRY AND ATTACHMENT SPECIFICATIONS 1 5 B- ALL BACKBOARD SUPPORT DETAIL S-6.5 3/4" = 1'-0" C.9 I I I 3/16 EA. PLATE I I I I EXISTING MTL DECK EXISTING W30 EXISTING JOIST T 1 1 L" BEAM BEYOND I I 74 I I I I I I I I I I I I I I I 1 I I I � I I I I ' 1 I W21 BEAM, S E PLAN I 1 177 --<EA. PLATE PLATE 1/2"x11 x19 3/4" EACH 1/4 SIDE OF NEW COLUMN I NEW HSS STL. COLUMN SECTION s-6.5 3/4" = 1'-0" N N ti N O m r cfl O o y c c w CL c Z QW LU J am 0 z � M SECTION 1/4" = 1'-0" M L.7 HA 4 3 S-6.6 S-6.6 NEW 8x24 MIN. CONCRETE TIE BEAM CONN. PLATE PER 2/S-6.5 NEW 8" REINF. MASONRY EXISTING CONC. TIE BEAM 4 W _ Q I 60 a FYI I l I :I a 1 2 SECTIO S-6.6 1/4" = 1'-0" Q V - - - - - - —- 3 S-6.5 I I 3 SECTION s-6.6 1/411 = 1'-0" TYP AT KNEE BRACE (2) L3'/"x BRACE V 3/4"0 A3: SECTION MIN. 'E TIE BEAM :INF. MASONRY CONC. BACK WALL 19'-0" 8" WALL W -BEAM, SEE PLAN I o � HSS COLUMN, SEE PLAN O I I 1/4 \ 3 � I I (2) L3%'x3%-x5/16" DIAGONAL BRACE WITH 1/2" GUSSET \ PLATE EA. END OF BRACE 1 \ AND (2) 3/4"0 A325 BOLTS 1 I I 1/4 WORK POINT I TYPICAL SECTION 3/4" = 1'-0" rLL 0 f• •Pf f•fffffff•f f8 V� �� o Z U W a 4 04 sr Lu Q p N o z p m ea p W U � 0 m to CD N c c o o .2 •w a � � Z p' J J OD Z M o Z U W a 4 04 sr Lu Q p 0 CD Mn z p m W Y W V W U — OF CONCENTRATED LOAD ON ROOF (OVER 125 LBS BUT NOT TO { EXCEED 250 LBS) - TOTAL LOAD ON EACH JOIST BELOW RTU SHALL NOT SEE RTU TYPICAL > 6" EXCEED 15 PSF. ; , CEJ DETAILS FOR I OF PANEL JOINT INFORMATION NOT SHOWN %, ' "' ti ..x _:atter, �•� M 0� ON 2x SOLID BLOCKING PROVIDE #12 x 3 LG SELF- ;' . s 5')^ ; BELOW RTU CURB O p TAPPING SCREW WITH NEOPRENE CONQEt��i r r-• It GASKETS. (2) PER CORNER ' ALIGN WITH �; NEW L4x4 ANGLE (TOTAL OF 8) PLUS AT 12" O.C. AT MTL. DECK EDGE OF BEAM AVz/ PERIMETER OF UNIT CURB. 16GA PREMANUF. CURBI,.PROVIDE #12 x 2-1/2" LG WOOD PROVIDE NEW 3/8" DIA A307 THRU PROVIDE #12 TEK SCREWS(2) L2x2x3/16 REQUIRED AT SCREWS WITH OVERSIZED BOLT AT 24" O.C. AND AT AT 12" O.C. BETWEEN 16GA PREMANUF. CURB EACH LOAD - (1) EACH SIDE WASHERS AT 12" O.C. CORNERS THROUGH P.T. NAILER CORNERS ON ALL SIDES zz AND CURB BOTTOM FLANGE. -------- -------- -- -----, I PROVIDE (2) WASHERS - (1) TOP -- ---- AND (1) BOTTOM AND SECURE PREMANUFACTURED SUPPORT A7' JOIST 1-1/2" METAL DECK FRAME - SUBMIT SHOP OF PANEL JOINT ,--------- WITH DOUBLE NUT UNDERNEATH. PROVIDE SOLID P.T. 4x6 OR (MIN 22GA) DRAWINGS FOR APPROVAL APPROVED EQUAL BELOW CURB TYP FASTEN METAL DECK TO 1-1/2" METAL DECK MIN 22GA HSS5x2/2x3/16 1/8 1-12 ( ) STEEL ANGLE WITH „ SUPPORT ANGLE AT RTU CURB V FASTEN METAL DECK TO STEEL SUPPORT ANGLE 0.145" DIA PAF AT12" O.C. STL. JOIST 1/2 f2i THRU BOLT AT EACH POST ANGLE WITH 5/8" DIA PUDDLE NOTE: WELDS OR #12 TEK SCREWS AT W-BEAM ANGLE STIFFENER NOT REQUIRED IF LOAD IS WITHIN 6" OF PANEL JOINT 12" O.C. L4x4xl/4 AT 4'-0" O.C. P.T. 2x6 BLOCKING AT POST 3/16 2@8 ` w TYP. STEEL JOIST REINF. AT TYPICAL RTU CURS TYP. SMALL FAN TYPICAL RTU CURB v 1 CONCENTRATED LOADS 2 CONNECTION DETAIL 3 CONNECTION DETAIL CONNECTION DETAIL 4 � v s-6.8 3/4" = 1'-0" s-6.s 3/4" = 1'-0" s-6.s 3/4 1'-0" s-s.s 3/ " = 1'-0" CONTINUOUS L4x4xlAALONG POST 12 S-6.8 -- o� o� o� o C� u- u- u- ,gym � ._. co O� Ow ow O� Lnm L� mom .. � S� -10 -10 -10 �o o� °� 0� � w oho O� O� O� � UO 2 U0 U0 FD <�E2 2 I S-6.8 TYP c3 S-6.8 3/16 5 CONDENSING UNIT SUPPORT FRAME c" o *L4x4xl/4 *L4x4x1/4 S-6.8 3/4" - 1'-0" 2 ------------------------------- --- /------------ -- 12 *L4x4xl/4 *L4x4xl/4 *L4x4x1/4------------- \ / ------------------- --------------- --------------- N I \ / \ \ / / i S-6.8 p�N wLLj / / / \ \ Q 1 i OPEN / i i 2 S16 8 3 UNIT ABOVE n z S-6.8 I / \ I I S-6.8 LL O m------------ I S-6.8 TYP 2 ~ w i / I L3x3xl/4 0 / / I (-1/2") TYP c¢ Z — — — — — — — -------- -- \ c w ¢ I *L4x4xl/4 O0 I I I\ 0 d---L------------------------ ----- ---- -- I \ / IZ 1 2 L4x4x1l4 I L4x4x1/4 x o I / I to I a. OPEN --- --------------------- ---- -- ---- ------------ z i \ / I O Q�Q i \\ // ', w H \ / -� LL1 O ---------------- J I I J J // \\ J J c0 w 1 �� d \ / I d I— �m M� Mm x OPEN I I I I x .-. \ / x I I Q cng O� I cr) OPEN xN LL 00 t\ �I n � Ow •- \ / i r / \ -j / \ LL m x OFTEN x 0 I \ I UO cn x . LLo w S-6.8 .1 '� I \ / I x O� JO Oof m � I / \ I � � I J .'. / \ '� .1. cn3116 TYP * o O 0 J I /\ 0 m L3x3xl/4 (TYP) AT EDGE OF DECK O 0 I / I Z U O I i \ J O I TYP I OPENING. COORDINATE WITH o Fa- I / \ V I //3/16 \\ MECHANICAL CONTRACTOR PRIOR 'oo / \ I / \ w TO FABRICATION. a a / \\---------------------------- --- L.L � \ *NOTE: L3x3xl/4 SEE MECH DRAWINGS FOR SIZE, NUMBER *L4x4x1/4 (-1/2") TYP ---� AND LOCATION OF ROOF TOP UNITS AND -_ DECK OPENINGS. ALIGN L4x4 ANGLES / 1 i - ---- --- WITH ROOF TOP UNIT CURB AND L3x3 I t \ I I ANGLES WITH UNIT LAYOUT. TYP SEE MECH DRAWINGS \ I TYP 3/16 FOR SIZE, NUMBER AND --------------------------------- --------------------- --------------------------- 3/16 LOCATION OF OPNGS FOR OPENINGS 12" AND LARGER *L4x4xl/4 *L4x4xl/4 *L4x4xl/4 TYPICAL S MALL FAN / ROOF *L3x3xl/4 (TYP) AT EDGE OF TYP DEECKOPETNG. S EMECH DRAWINGS FOR SIZE, NUMBE RTU/DECK OPENING DETAIL WITH(3) SUPPORT JOISTS $ TYPICAL RTU/DECK OPE INGDETAIL 9 OPENING DETAIL 3/16 I AND LOCATION OF ROOF TOP UNITS AND,�_,�, $ MECHANICAL CONTRACTOR s-6.8 3/4 - 1 -0 S-6.s 3/4" = 1'-0" S-6.s 3/4" = 1'-0" PRIOR TO FABRICATION. DECK OPENINGS. ALIGN L4x4 ANGLES TYp WITH ROOF TOP UNIT CURB AND L3x3 3/16 ANGLES WITH UNIT LAYOUT. g L5x3-1 /2x3/8 (LLV) x Ae 0'-7" LG SEAT 6 RTU/DECK OPENING DETAIL WITH (4)SUPPORT JOIST s L4x4 I II I ' A vJ 3/16 J STEEL JOIST TOP Q TYPE „3" CHORD 2 *L3x3xl/4 (TYP) AT EDGE OF DECK CONNECTION w S-6.8 OPENING. COORDINATE WITH $ Q MECHANICAL CONTRACTOR PRIOR TO FABRICATION. 2 Q *L4x4x1/4 GUSSET PL z TO JOIST Q ------------------------ ------------ --- -- �12 -� W x o L4x4 I 2 (tf Z Q w F li „ O co J 1 _ I I I 5/16 GUSSET PLATE USSET PL L OPEN �� L4x4 TO AT L4x4 CONNECTION TO JOIST $ V 1= 0° u- °0 x - I I / x PREMANUFACTURED CURB AS _ V o O � I d / % , ,, . REQUIRED -SUBMIT SHOP GUSSET PL �--� o c� -10 J / \ J O /' 3/16 W / /' DRAWINGS FOR APPROVAL ED ¢ z U L3x3 o " ' % TYPE ' 2"cu > 0 I I MC6xl2 FRAME - COORD. II -+--� o a I i CONNECTION i 5/16" GUSSET PLATEa. Q a. a WITH MECH UNIT CURB COPE L4x4 TO FIT AT L3x3 CONNECTION ------------ ---- -------------- L3x3 TO JOIST TOP CHORD USSET PL 3/16 3„ (MIN) (/� J cn LL J *L4x4xl/4 /— EXISTING METAL DECK L4CL IL x4 aj Q U NOTE: /16 / TYP I NOTE: a � L.L. o w SEE MECH DRAWINGS FOR SIZE, NUMBER TYP 3 STEEL JOIST TOP SIZE OF NEW WELDS SHALL NOT EXCEED AND LOCATION OF ROOF TOP UNITS AND 3/16 MC6xl2 SEAT OR APPROVED CHORD THE THICKNESS OF THE EXISTING MEMBER w Q DECK OPENINGS. ALIGN L4x4 ANGLES EQUAL AT MC6 FRAME SUPPORT BEING WELDED. DO NOT DAMAGE JOIST o J w WITH ROOF TOP UNIT CURB AND L3x3 EXISTING STL JOIST TYPE °1" CHORDS DURING ANGLE INSTALLATION. Q x ANGLES WITH UNIT LAYOUT. NEW W-BF�M -SEE PLAN NOTE: c a cn CONNECTION SIZE OF NEW WELDS SHALL NOT EXCEED THE THICKNESS OF THE EXISTING MEMBER BEING `%% 1®�� WELDED. DO NOT DAMAGE JOIST CHORDS � %% DURING ANGLE INSTALLATION. `� �Q .......,®•a�,`i�®® CONNECTION OFo a v ui i a 10 TYPICAL RTU/DECK OPENING DETAIL 1� POOLPACK SUPPORT DETAIL CONNECTION OF L4x4 TO JOIST L3x3 TO JOIST $'` w 12 13 '� ••• ••'• �� s-6.s 3/4" = 1'-0" s-s.8 3/4" = 1'-0" - s-6s 3/4" = 1'-0" s-6.a 314" = 1'-0" .,� •..,... �� a 0 N O O N ti m N to Ci � O t V N C O C rl z Lu - 0 o z >u a p ® z ca s V O W o a Lu w w 1 a v c) NEW RTU DETAILS _S-6.8 A.2 B 3 odL 1 T.O. WALL EL. = 28"- 0" 362S162-33 MTL. STUDS AT \` 24" O.C. w/(3) #10 TEK ` SCREWS PER CONNECTION (4) #10 TEK SCREWS PER CONNECTION EA. END 3 :ASE CONNECTION EA. STUD AT OF PARAPET WALL TO TOP F BEAM - DETAILS BY MTL. STU CIALTY ENGR. j� T.O.S. EL. = 23'- 0" CONTINUOUS 80OT150-43 TRACK WITH (3) #10 TEK SCREWS TO METAL DECK EACH VERTICAL STUD AND 2) #10 TEK SCREWS TO EACH STUD W -BEAM, SEE PLAN 3 — — — I 5/8" P.T. PLY DECKING � i I i I I i I I 3625162-33 MTL. 1 STUDS AT 24" O.C. I CONT. L2x2 x 20 GA I 1 ALONG EDGE OF SHEATHING (TYP) I I � I 600S162-33 MTL. I STUDS AT 24" O.C. i CONTINUOUS 60OT125-33 I METAL STUD BOX BEAM - DESIGN AND DETAILS BY I I l l SPECIALTY ENGINEER 1 1 3 362S162-20 AT 24" O.C. WITH 362T125-20 TRACK EACH ENodL D 1 T.O.S.EL. =9-7" x'11' 80OS162-33 AT 24" O.C. I' WITH 800T125-33 TRACK 1 TOP AND BOTTOM 1 1 1 WALL BEYOND I i 1 I S I 1 SECTION S-6.9 1/2" = 1'-0" 362S162-33 MTL. STUDS AT 24" O.C. P.T. 2x BLOCKING AS REQ'D. (4) #10 TEK SCREWS PER STUD CONNECTION 8005162-43 MTL. STUDS AT 24" O.C. j CONTINUOUS L3x3 x 18 GA. BENT PLATE SHEATHING - SEE ARCH, DRAWINGS 6" - 18 GA. MTL. STUDS AT EACH VERTICAL STUD 1 NEW METAL EXISTING MTL. 1 ROOF DECK ROOF DECK 24". (4) #10 TEK SCREWS NEAR DIAGONAL STUD CONN. INTO DECK AT 6" O.C. 60OT200-43 TRACK AT EACH VERTICAL STUD L4x4 STRUT - SEE PLAN NOTES AT EACH LEG 114 8005165-43 MTL. STUDS AT 24" O.C. CONTINUOUS 80OT125-43 HSS BEAM - SEE ELEVATION 80OS162-33 AT 24" O.C. WITH 800T125-33 TRACK TOP AND BOTTOM HSS BEAM - SEE ELEVATION HSS COLUMN - SEE PLAN SINGLE PLATE BEYOND TO 5/16 HSS COLUMN 1/4" CAP PLATE AT COLUMN PLATE 3/8"x9"x1'-0" LG. w/(2) 5/8" 0 HILTI HY 150 MAX EPDXY ANCHORS WITH 5 5/8" EMBEDMENT PER EXISTING GONG. TIE BEAM SCHEDULE — ROOF EXISTING 23' 0" �a d O - O - 0 ed ' II I NEE v W -BEAM - SEE PLAN 16" 4 EXISTING GONG. TIE COLUMN SINGLE PLATE CONNECTION - SEE SCHEDULE EXISTING MASONRY WALL 5/8" DIA. EPDXY ANCHOR AT 24" O.C. WITH 5" EMBED AT CENTER OF EXISTINGCONC. d° COLUMN. DO NOT DAMAGE THE EXISTING GONG. REINF. - HSS COLUMN - SEE PLAN I I - 4 SECTION s -ss 3/4" = 1'-0" Agk T.O.S. EL. = 38'- 0" A.1 A.2 B 1/4" END 3 6' - 2" PLATE — G 2'-6" B \ , q� V TYP HSS4x4 TO 3/16f 1/8 HSS6x4 T.O. WALL EL. = 28'- 0" i 362S162-33 MTL. STUDS AT GALV. HSS4X4X3/16 X 24" O.C. w/(3) #10 TEK ` X SCREWS P R CONNECTION �� \ GALV. CONT. z (4) #10 TEK SCREWS PER HSS2X2X1/4 - (6) TOTAL TYP EA. CONNECTION EA. END Q 5116 HSS6x4 CONT. CURVED i � RIGID CONNECTION EA. STUD AT L4x471/4 EDGE ANGLE 3 BASE OF P RAPET WALL TO TOP OF STL. BEAM DETAILS BY MTL. STUD 2EA.STUD 1/4PECIAL ENGR. MHSS8x8x3/8 BEAM - SEE PLAN gL T.O.S. EL. = 23'- 0" AEA. BM.DTY 3/ 6 — 5/16" STIFF PLATE EACH EOF HSS8x8 AT W 16 CONTINUO S 80OT150-43 TRACK 01WITH (3) #1 TEK SCREWS TO METAL DECK EAC VERTICAL STUD AND (2) STUDS AT 24" O.C. #10 TEK SCREWS TO EACH STUD i W16X31 1 � T.O.S. EL. = 25' - 11 114" W -BEAM, SEE PLAN � I 1)Z2 7, 1/4" STIFF PLATE�A SIDE I I 5/8" P.T. PLY W -BEAM BEYOND DECKING l BM TO BM#10 TEK SCREWS AT 6" O.C. ` 1/4 5 SINGLE PLATE CONN. PER CONN. SCHEDULE NEW METAL EXISTING MTL. \` 1 3 I I I 362S162-33 MTL. 3/4" THRU ROD AT W -BEAM - SEE P N I ROOF DECK ROOF DECK STUDS AT 24" O.C. 10'-0" MAX SPACING — I DOUBLE NUT OR 3 CONT. L2x2 x 20 GA. 1 LOCK NUT -TOP c ALONG EDGE OF L4x3x3/8x0E'-66-LLG. (L I AND BOTTOM L4X4X5/16 STRUT SHEATHING (TYP) I I f SEE PLAN NOTES I I HSS6X6X5/16 I EXISTING JOIST - SEE PLAN I I T.O.S. EL. = 20'- 7 1/2" i _ — HSS6X6X5/16 600S162-33 MTL. - ------ — EA. LEG AT STUDS AT 24" O.C. 4 S-6.9 l l > l l 1/4 ENDS CONTINUOUS 600T1 5-33 j CURVED GALV. W -BEAM - SEE PLAN I � i I I HSS8x8x3/8 BEAM ( - SEE PLAN I i HSS TO COL. I — 114 OR SUPPORT 4 METAL STUD BOX B AM - 17 I 1 1 1 1 coo I DESIGN AND DETAILS BY II I �n 1 SPECIALTY ENGINE R I I I HSS TO COL 00 1 1 m FASTEN DOUBLE P.T. 2x TO HSS w/(2) 1 ANDaxx o I co I 1 0.156" 0 PAF AT STORE FRONT FASTENERS 3625162-20 AT 24"C.C. WITH 1 SUPPORT 1/4 U) I U) 1 362T125-20 TRACK EACH END = I = - COORDINATE LOCATION OF PAF WITH I STORE FRONT SHOP DRAWINGS (TYP) I T.O.S. EL. = 9'- 7" 1 I I HSS8x8 SEE PLAN 5/16" SINGLE PLATE CONN. I AND ELEVATION 1 w/ 3) 3/4" QJ A325N BOLTS I 1 1 6" METAL STUD 800S162-33 AT 24" C.C. 1 HSS6x6 BEYOND 3 5/8" P.T. PLY I W -BEAM BEYOND FRAMING WITH 800T125-33 TF ACK DECKING HSS20X6X1/4 TOP AND BOTTOM i 6" METAL STUD FRAMING HSS14X6X1/4 (4) #10 TEK WALL BEYOND 3 W10X22 SCREWS - (2) 1 i T.O.S. EL. 12'- 5" EL=12' - 6" _ EACH SIDE — — — — — --------------- I EACH STUD i I I CURVED L2x2xl8 GA. ® I I I I I I i t I I I I I I MC13X31.8 BEAM I - SEE PLAN �l 1 i FURRING: TYP1 7/8" 362T150-33 TRACK AND iB 1/4 362S162-33 x 0"-8'/" LG. t X AT VERTICAL STUD ABOVE •S E HSS10&HSS14 WITH (2) 0.152" PAF 3 TO COL. I u S-6.9 1 STAGGERED TO HSS8x8 • 1/211 1/4 = I I I I I 2A F FxAM I N G DETAIL 9 1 1/211 = 1'-0" CTION 3 A.2 B 362S162-33 MTL. STUDS AT 4" O.C. 2 SECTION 2'-6- P.T. 2x BLOCKING AS REQ'D S-6.9 1/2" = 1'-0" ( (4) #10 TEK SCREWS PER AL T.O. WALL EL. 28'- A" STUD CONNECTION 8005162-43 MTL. STUDS AT 4" O.C. ®. 362S162-33 MTL. STUDS AT CONTINUOUS L3x3 x 18 GA, 3ENT PLATE SCREWS PER CONNECTION t' SHEATHING SEE ARCH. DRAWINGS 362S162-33 MTL. STUDS AT 24" O.C. �— P.T. 2x BLOCKING AS REQ'D. (4) #10 TEK SCREWS PER STUD CONNECTION 800S162-43 MTL. STUDS AT 24" O.C. �— CONTINUOUS L3x3 x 18 GA. BENT PLATE SHEATHING - SEE ARCH. DRAWINGS 6" - 18 GA. MTL. STUDS AT EACH VERTICAL STUD 1 NEW METAL EXISTING MTL. 1 ROOFDECK ROOFDECK 3 24". o ° o MAX (4) #10 TEK SCREWS NEAR DIAGONAL STUD CONN. INTO DECK AT 6" O.C. 60OT200-43 TRACK AT EACH VERTICAL STUD L4x4 STRUT - SEE PLAN NOTES /AT EACH LEG 800S165-43 MTL. STUDS AT 24" O.C. CONTINUOUS 80OT125-43 HSS BEAM - SEE ELEVATION 8005162-33 AT 24" O.C. WITH 800T125-33 TRACK TOP AND BOTTOM HSS BEAM - SEE ELEVATION HSS COLUMN - SEE PLAN (4) #10 TEK SCREWS PER 6EACH VERTICAL STUD AT 16 0 � v TL. STUDS W CONNECTION EA. END o w _j I-_ EXISTING CONC. TIE COLUMN i o w 1 CONTINUOUS L3x3xl4 GA. NT RIGID CONNECTION EA. STUD AT PLATE WITH (4) #10 TEK SC EWS I 1 PER STUD - (2) EACH LEG BASE OF PARAPET WALL TO TOP OF Z `®�®aatt t 1114"? 1 ° ° STL. BEAM -DETAILS BY MTL. STU I '� "%0-( SPECIALTY ENGR. 362S162-33 MTL. STUDS AT 24" O.C. ®`` • r-®•®'®® HSS COLUMN -SEE PLAN `_I o J o - -- -- 'w�•`••• ®® •�0 r T.O. WALL L.=23 - 0 V� oo 2v12 aP.T. 2x BLOCKING AS REQ'D. e� AK 2 3 TRACK d WITH (3) #10 TEK SCREWS TO ME AL 1 ° (6) #10 TEK SCREWS STUD CONNECTIONS PER CONTINUOUS 80OT150-4Vii, g H VE NEAR DIAGONAL 28'- 0" CONTINUOUS L3x3 x 18 GA. BENT PLATE � •.,,,,,,.•'S� ui DECK EACH VERTICAL STUD AND 2) I � T.O.TOWALL EL. `d,` #10 TEK SCREWS TO EACH STUD STUD CONN. INTO ^ 001, HSS BEAM - 1 ° a I DECK AT 6 O.C. 'Ai *PRO � SEE ELEVATION - (4) #10 TEK SCREWS PER � a — ) 60OT200 43 TRACK AT EACH VERTICA STUD 3625162-33 MTL. STUDS AT CONNECTION EA. END — — — — — — — — — — — — — — — °-. a _ — — —/ 24 O.C. w/ 3 #10 TEK SHEATHING -SEE ARCH. DRAWINGS ISCREWS PER CONNECTION 5/8 " P.T. PLY 6"- 18 GA. MTL. STUDS AT CKING DE B.O.S. EL. 12'- 8" i (4) #10 TEK SCREWS PER °° EACH VERTICAL STUD - --------- -- - CONNECTION EA. END .9 8005162-43 MTL. STUDS AT 24" O.C. 1 362S162-33 MTL. P STUDS AT 24" O.C. �: 1 1/4 d °. RIGID CONNECTION EA. STUD AT BASE OF PARAPET WALL TO TOP OF CONTINUOUS L3x3xl4 GA. BENT CONT. L2x2 x 20 GA. I I 1 STL. BEAM - DETAILS BY MTL. STUD PLATE WITH (4) #10 TEK SCREWS 5/8" DIA. EPDXY ANCHOR AT I ALONG EDGE OF SPECIALTY ENGR. 1 PER STUD - 2 EACH LEG g �1 " I — I I p — ( ) O.C.T E B D AT 24 WITH 5 M E SHEATHING (TYP) ( 1 CENTER OF EXISTING CONC. ° - 1 EXISTING MASONRY WALL T.O. WALL EL. - -- COLUMN. DO NOT DAMAGE THE EXISTING GONG. REINF. I ° 600S162-33 MTL. VARIES STUDS AT 24' O.C. EXISTING GONG. TIE BEAM HSS BEAM -SEE ELEVATION I - CONTINUOUS 800T150-43 TRACK 6„ s I WITH (3) #10 TEK SCREWS TO METAL I" DEC STUD AND 2 " CONTINUOUS 600T125-33 I i K EACH VERTICAL ( ) MAX � T.O.S. EL. — 9 - 7 — — _ _ _ _ — — — 1 1 I I #10 TEK SCREWS TO EACH STUD � �- EXISTING MASONRYWALL I 1 d - I EXISTING GONG. TIE COLUMN L 114 .. ,. d METAL STUD BOX BEAM - DESIGN AND DETAILS BY SPECIALTY ENGINEER I I a 14 362S162-20 AT 24" O.C. WITH 362T125-20 TRACK EACH END Sg SECTION ECTION 3/4" = 1'-0" s -6s 1/2" = 1'-0" SECTION 1/2" = 1'-0" s FIELD I, ) I DETERMINE (4) 010 TEK SCREWS NEAR DIAGONAL STUD CONN. INTO DECK AT 6" O.C. o � — UPLIFT BRIDGING N N N rm r N r N � N 7�, c ti L5 O N (4) #10 TEK SCREWS PER 6EACH VERTICAL STUD AT 16 0 � v TL. STUDS W CONNECTION EA. END o w _j I-_ EXISTING CONC. TIE COLUMN i o w 1 CONTINUOUS L3x3xl4 GA. NT RIGID CONNECTION EA. STUD AT PLATE WITH (4) #10 TEK SC EWS I 1 PER STUD - (2) EACH LEG BASE OF PARAPET WALL TO TOP OF Z `®�®aatt t 1114"? 1 ° ° STL. BEAM -DETAILS BY MTL. STU I '� "%0-( SPECIALTY ENGR. 362S162-33 MTL. STUDS AT 24" O.C. ®`` • r-®•®'®® HSS COLUMN -SEE PLAN `_I o J o - -- -- 'w�•`••• ®® •�0 r T.O. WALL L.=23 - 0 V� oo 2v12 aP.T. 2x BLOCKING AS REQ'D. e� AK 2 3 TRACK d WITH (3) #10 TEK SCREWS TO ME AL 1 ° (6) #10 TEK SCREWS STUD CONNECTIONS PER CONTINUOUS 80OT150-4Vii, g H VE NEAR DIAGONAL 28'- 0" CONTINUOUS L3x3 x 18 GA. BENT PLATE � •.,,,,,,.•'S� ui DECK EACH VERTICAL STUD AND 2) I � T.O.TOWALL EL. `d,` #10 TEK SCREWS TO EACH STUD STUD CONN. INTO ^ 001, HSS BEAM - 1 ° a I DECK AT 6 O.C. 'Ai *PRO � SEE ELEVATION - (4) #10 TEK SCREWS PER � a — ) 60OT200 43 TRACK AT EACH VERTICA STUD 3625162-33 MTL. STUDS AT CONNECTION EA. END — — — — — — — — — — — — — — — °-. a _ — — —/ 24 O.C. w/ 3 #10 TEK SHEATHING -SEE ARCH. DRAWINGS ISCREWS PER CONNECTION 5/8 " P.T. PLY 6"- 18 GA. MTL. STUDS AT CKING DE B.O.S. EL. 12'- 8" i (4) #10 TEK SCREWS PER °° EACH VERTICAL STUD - --------- -- - CONNECTION EA. END .9 8005162-43 MTL. STUDS AT 24" O.C. 1 362S162-33 MTL. P STUDS AT 24" O.C. �: 1 1/4 d °. RIGID CONNECTION EA. STUD AT BASE OF PARAPET WALL TO TOP OF CONTINUOUS L3x3xl4 GA. BENT CONT. L2x2 x 20 GA. I I 1 STL. BEAM - DETAILS BY MTL. STUD PLATE WITH (4) #10 TEK SCREWS 5/8" DIA. EPDXY ANCHOR AT I ALONG EDGE OF SPECIALTY ENGR. 1 PER STUD - 2 EACH LEG g �1 " I — I I p — ( ) O.C.T E B D AT 24 WITH 5 M E SHEATHING (TYP) ( 1 CENTER OF EXISTING CONC. ° - 1 EXISTING MASONRY WALL T.O. WALL EL. - -- COLUMN. DO NOT DAMAGE THE EXISTING GONG. REINF. I ° 600S162-33 MTL. VARIES STUDS AT 24' O.C. EXISTING GONG. TIE BEAM HSS BEAM -SEE ELEVATION I - CONTINUOUS 800T150-43 TRACK 6„ s I WITH (3) #10 TEK SCREWS TO METAL I" DEC STUD AND 2 " CONTINUOUS 600T125-33 I i K EACH VERTICAL ( ) MAX � T.O.S. EL. — 9 - 7 — — _ _ _ _ — — — 1 1 I I #10 TEK SCREWS TO EACH STUD � �- EXISTING MASONRYWALL I 1 d - I EXISTING GONG. TIE COLUMN L 114 .. ,. d METAL STUD BOX BEAM - DESIGN AND DETAILS BY SPECIALTY ENGINEER I I a 14 362S162-20 AT 24" O.C. WITH 362T125-20 TRACK EACH END Sg SECTION ECTION 3/4" = 1'-0" s -6s 1/2" = 1'-0" SECTION 1/2" = 1'-0" s FIELD I, ) I DETERMINE (4) 010 TEK SCREWS NEAR DIAGONAL STUD CONN. INTO DECK AT 6" O.C. o � — UPLIFT BRIDGING zca N N N rm r N r N � N ® c ti L5 O N z O v w v N N c to CL Z 0 O W J U) Lu Q m 0 Z r M zca c N z O v w v N I i 1 NEW DRAWING WITH S-6.9 SECTIONS AND DETAILS HSSI TYF TYP HSSI TYF TYP 9.9 I I SECTION M - SEE PLAN UMN - SEE PLAN VI - SEE PLAN 17.1 CONT. L4x4x1/4 ALONG EDGE I 1/4" STIFF PLATE EACH SIDE AT CENTER COLUMN 3/8" CAP PLATE AT COLUMN W -BEAM - SEE PLAN I i0 OI 10 OIII 10 I I O i I I i SINGLE PLATE CONNECTION I I PER SCHEDULE I I I I 1 W -BEAM - SEE PLAN W -BEAM - SEE PLAN I I i0 I IO I I I I SINGLE PLATE CONNECTION O PER SCHEDULE I I I I I I I HSS COLUMN - SEE PLAN I I I I I I 1 SECTION 3/4" = 1'-0" sa.0 3/4" = 1'-0" 9.3 3 1/4" CAP PLATE AT COLUMN W -BEAM -SEE PLAN W -BEAM -SEE PLAN I oil li O SII TIO i I 1/4 4@8 W -BEAM - SEE PLAN HSS20x6 BEAM SEE PLAN I I CAP PLATE: SINGLE PL CONN. 1/2" x 8" WIDE x 1'-1" LG PER SCHEDULE I I SINGLE PL CONN. I HSS COL. - SEE PLAN I I PER SCHEDULE I HSS COL. - SEE PLAN I I 1/4 I I I I 5 SECTION 6 SECTION s -7.o 3/4" = 1'-0" S-7.0 3/4" = 1'-0" 7 1/2' 2 1/2" 21/2" 10 5/16" SINGLE PLATE CONNECTION w/(4) 3/4" 0 A325X BOLTS AND 7N— ° ° SHORT HORIZONTAL SLOTS `" o o EMBED PLATE 1/2"x7'/z"x1'-8%z" ° ° LG. w/(8) 5/8" DIA. x 8" LG. HSA - NEW ROOF DECK - NEW JOIST - SEE PLAN (2) LOCATIONS MIN SEE PLAN NOTES ° ° ACI 90° HOOK AT TOP OF VERT. REINF. O qM °4Lu ,' 1 I et NEW W -BEAM _- oo - SEE PLAN NEW VERT. #5 �d—a GROUTED SOLID NEW #5 DOWEL WITH 50 1/4 BAR DIA. LAP SPLICE ,4.1I EXISTING ROOF DECK _4 DRILL AND EPDXY 6 INTO 8"x16" (MIN.) CONCRETE EXISTING CONCRETE AT COLUMN w/(2) #6 AND #3 alb 1 -1 TIES AT 8" O.C. a _ CENTER OF WALL = BACK WALL ° NEW W -BEAM SEE PLAN — EXISTING CONC. TIE BEAM - I 5/16" SINGLE PLATE °9 1/4 CONNECTION w/(3) 3/4" — EXISTING CONC. COLUMN A325N BOLTS AND 9 SHORT HORIZ. SLOTS <- -" EXISTING MASONRYWALL L8"x8"x1 /2" x 24" LG. 1/ " 2 1/2" W/(6)1/2- DIA. HILTI HY 150 MAX EPDXY ANCHORS 0 N CV -\ 0 N o CO r ° N 2 1/2" s-7.0 1/211 = 1'-0" PER SCHEDULE 1/4" CAP PL AT TOP OF COLUMN W -BEAM -SEE PLAN - SINGLE PL CONN. PER SCHEDULE HSS COLUMN - SEE PLAN 9.9 )zi�i I I CONN PL TOIW30 \ FLANGE SECTION 8.7 3 W -BEAM - SEE PLAN CONT. L4x4x1/4 ALONG EDGE 1/4" STIFF PLATE EACH SIDE NEW 1%2' MTL. DECK BEYOND I � TYP - - - 1/4 5 L1 %2'x1'/2'x3/16 BRIDGING - SEE PLAN 3/8" CAP PLATE AT COLUMN I I D it I I j II I I O II I SINGLE PLATE i CONNECTION - NEW METAL ROOF SEE SCHEDULE DECK- MATCH PROFILE I OF EXISTING DECK W -BEAM - SEE PLAN W -BEAM - SEE PLAN I I ,@ OII I'O O II i I I O I 1 OII i I l I O I L4x4x1/4 DECK O I I SUPPORT ANGLE O I I WELDED TO COLUMN 1 1 HSS COL. - SEE PLAN I � I I I I I I I I I I l I I 3 SECTION 3/4" = 1'-0" EXISTING W30 BEAM - BEYOND NEW W30 BEAM - SEE PLAN CONN PL TO 5/16 W30 WEB NEW 7/16" SINGLE PL CONNECT WITH (9) 3/4" DIA A325N BOLTS. EXTEND PL TO TOP AND BOTTC FLANGE OF NEW W30 BEAM AN WELD EACH SIDE EXISTING CONC TIE BEAM <7.1 3/8" CAP PLATE I HSS20X6 BEAM -SEE PLAN HSS8X8 COLUMN - BEYOND - SEE PLAN I I I I I I I HSS14X6 BEAM - SEE PLAN I I I I I - I 3 I I I I I 1/4 1/4 I I 4 SECTION 5-7.0 3/4" = 1'-0" 2.1 3 (10) 1/2" HILTI HY 50 MAX EPDXY ANC ORS WITH 4-1/2" EMBE D 7/16" SINGLE PL C NN WITH (7) 3/4" DIA A325N BOLTS L8x8x1 /2 x 2'-4" LG WITH SHORT HORIf SLOTS 11/2 3/8" STIFF PL EA SIDE W -BEAM - SEE PLAN d I •fl o _ I O - 11 71�Wt7 r °lip- Ia O 1 /4 _ I a � 5/16 12 " COPE W30 AT ANCHORS AS REQ'D I - I CAP PLATE: 3/4"x 12" WIDE x 1'-2" LG I 1 5/16 CENTERED ON W30 BM _ I I I I HSS COL. - SEE PLAN _ I I I I EXISTING CONC. TIE COLUMN I I I I I 8 SECT ON S-7.0 3/4" = 1'-0" 11 1 NEW DRAWING WITH SECTIONS AND DETAILS 71/2 Q p N - i LLI Y W V 5/16" SINGLE PLATE CONNECTION w/(3) 3/4" 2 1/2" 2 1/2" 5/16" SINGLE PLATE CONNECTION A325N BOLTS AND SHORT HORIZ. SLOTS 1 / " 2 1/2" W/(4) 3/4" 0 A325X BOLTS AND kn L8"x8"x1/2" x 24" LG. SHORT HORIZONTAL SLOTS w/(6)1/2" DIA. HILTI HY 150 m 0 rA ° ° N � = N O o o � N� SECTION NEW ROOF DECK - r N 21/2" 10 CV °° ° O SEE PLAN NOTES N � U I 0 0 c CD CD ac ACI 90° HOOK AT TOP 1 1 - 0" NEW JOIST - SEE PLAN OF VERT. REINF. 1/4 P cn 0 MIN L8 x uj J o � Q m NEW W -BEAM ° - SEE PLAN NEW VERT. #5 NEW #5 DOWEL WITH 50 GROUTED SOLID BAR DIA. LAP SPLICE _ I 4"11 . EXISTING ROOF DECK ! DRILL AND EPDXY 6" INTO EXISTING CONCRETE AT " 8"x16" (MIN.) CONCRETE CENTER OF WALL— a COLUMN w/(2) #6 AND #3 TIES AT 8" O.C. - - — BACK WALL - - - - - 19'-- EXISTING CONC. TIE BEAM a a NEW W -BEAM - SEE PLAN EXISTING CONC. COLUMN EXISTING MASONRYWALL — 1/4 <7.1 3/8" CAP PLATE I HSS20X6 BEAM -SEE PLAN HSS8X8 COLUMN - BEYOND - SEE PLAN I I I I I I I HSS14X6 BEAM - SEE PLAN I I I I I - I 3 I I I I I 1/4 1/4 I I 4 SECTION 5-7.0 3/4" = 1'-0" 2.1 3 (10) 1/2" HILTI HY 50 MAX EPDXY ANC ORS WITH 4-1/2" EMBE D 7/16" SINGLE PL C NN WITH (7) 3/4" DIA A325N BOLTS L8x8x1 /2 x 2'-4" LG WITH SHORT HORIf SLOTS 11/2 3/8" STIFF PL EA SIDE W -BEAM - SEE PLAN d I •fl o _ I O - 11 71�Wt7 r °lip- Ia O 1 /4 _ I a � 5/16 12 " COPE W30 AT ANCHORS AS REQ'D I - I CAP PLATE: 3/4"x 12" WIDE x 1'-2" LG I 1 5/16 CENTERED ON W30 BM _ I I I I HSS COL. - SEE PLAN _ I I I I EXISTING CONC. TIE COLUMN I I I I I 8 SECT ON S-7.0 3/4" = 1'-0" 11 1 NEW DRAWING WITH SECTIONS AND DETAILS N N Q p N - w m LLI Y W V 5/16" SINGLE PLATE CONNECTION w/(3) 3/4" 00 A325N BOLTS AND SHORT HORIZ. SLOTS 1 / " 2 1/2" kn L8"x8"x1/2" x 24" LG. w/(6)1/2" DIA. HILTI HY 150 m 0 rA MAX EPDXY ANCHORS N � = N O o o � N� SECTION �O r N 21/2" 10 s -7.o 1/2" = 1'-0" <7.1 3/8" CAP PLATE I HSS20X6 BEAM -SEE PLAN HSS8X8 COLUMN - BEYOND - SEE PLAN I I I I I I I HSS14X6 BEAM - SEE PLAN I I I I I - I 3 I I I I I 1/4 1/4 I I 4 SECTION 5-7.0 3/4" = 1'-0" 2.1 3 (10) 1/2" HILTI HY 50 MAX EPDXY ANC ORS WITH 4-1/2" EMBE D 7/16" SINGLE PL C NN WITH (7) 3/4" DIA A325N BOLTS L8x8x1 /2 x 2'-4" LG WITH SHORT HORIf SLOTS 11/2 3/8" STIFF PL EA SIDE W -BEAM - SEE PLAN d I •fl o _ I O - 11 71�Wt7 r °lip- Ia O 1 /4 _ I a � 5/16 12 " COPE W30 AT ANCHORS AS REQ'D I - I CAP PLATE: 3/4"x 12" WIDE x 1'-2" LG I 1 5/16 CENTERED ON W30 BM _ I I I I HSS COL. - SEE PLAN _ I I I I EXISTING CONC. TIE COLUMN I I I I I 8 SECT ON S-7.0 3/4" = 1'-0" 11 1 NEW DRAWING WITH SECTIONS AND DETAILS cn CD Lu UL- r - z w J U i W 'V J N Q w o cu Q Q U) %n LLL Z 6 O W U lie � w w U) Lu U) � •• •eee•® �i�. d� Imo. i. LL `- e W " t� a: < �P ®w • p b p.� LLi N N Q p N c) w m LLI Y W V o0, 00 kn m rA f � o ,3 Qt N � U I c CD CD ac z g� P cn 0 L8 x cn CD Lu UL- r - z w J U i W 'V J N Q w o cu Q Q U) %n LLL Z 6 O W U lie � w w U) Lu U) � •• •eee•® �i�. d� Imo. i. LL `- e W " t� a: < �P ®w • p b p.� LLi O z W a N N Q p N N w m LLI Y W V W U 00 m f � o 0 N � c o uj J o � Q m O z W a N N Q p N Z p w m LLI Y W V W U S-7.0 1 A X C U E 0 2 Fj .i7 4 5 D • a�i�a' a®.rs+aes®rra. srm �� adar eeaa�am®or®®oee ��v�aeeaa�vr®x��a®eaa�� r�xr�®r�xrs�v�reee� e� -------------------- ------------------------- --- smrer�®®vro - -ammo -� -o--------------------- ®®msoa;��aar®sraa��ov °fie 1 a• __ _ ---- ----- ®_ --a -®� ---- \ L F4 FREE TYP. AT WEIGHTS E7 3NIH3. H -S -S 118 F2 / " I' \\ F.W. ID 3.0 TYP. 0BB c S 11 11 \\13 N AEROBICS \\ F1 E1 115 1' \\ ID -3.0 ID 3.0 3NIF9J'�-{ISE/ 13 -N\v Il u3 C 11 -,.3. � W10NTIIIdINMH_ldS - p- -Stretch r�etC1 s °pPew b w bir STRETCHING Cg1jp y 114 SS3ad M]tlH atl3NIl &w �y g 1� t g e Z o 7 0 8 0 9 o 10 0 11 0 FURNITURE PLAN NOTES: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED B F1 BENCH - HOLLMAN BY G.C. A F2 FURNITURE / EQUIPMENT BY LA FITNESS A F3 KIDS KLUB PLAY EQUIPMENT BY VENDOR. A F4 FITNESS EQUIPMENT BY VENDOR. 0 0 MIRROR ELEC ROOM STORAGE 119 120 II 0 �j%/�/L/% /%//�j"/%/ I/ %/% j r- diall ni- Ljl ,' , OWN- 111 E BASKETBA ---- \ L F4 FREE TYP. AT WEIGHTS E7 3NIH3. H -S -S 118 F2 / " I' \\ F.W. ID 3.0 TYP. 0BB c S 11 11 \\13 N AEROBICS \\ F1 E1 115 1' \\ ID -3.0 ID 3.0 3NIF9J'�-{ISE/ 13 -N\v Il u3 C 11 -,.3. � W10NTIIIdINMH_ldS - p- -Stretch r�etC1 s °pPew b w bir STRETCHING Cg1jp y 114 SS3ad M]tlH atl3NIl &w �y g 1� t g e Z o 7 0 8 0 9 o 10 0 11 0 FURNITURE PLAN NOTES: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED B F1 BENCH - HOLLMAN BY G.C. A F2 FURNITURE / EQUIPMENT BY LA FITNESS A F3 KIDS KLUB PLAY EQUIPMENT BY VENDOR. A F4 FITNESS EQUIPMENT BY VENDOR. 0 0 MIRROR ELEC ROOM STORAGE 119 120 A-7 F10 F4 T(]T-yP. AT P.T. 61 al AV ROOM ID 4.3 TRAINER'S ID 3.0 B 123 JANITOR DESK F 125 122 C SA3l�ld fDtl /A a3/DSSOaD 319tlD-wD .NJI X '. ®MirrQr I VENDId- CIRCUIT F4 x126 VEST B LE ESTGULE TRAINING TYP AT F1 127 128 F1 113 CIRCUIT0 Nom. a a N u NTNG 147 MEN'S O (3 f a o WOMEN' F1 EBBING A MEN'S O O DRESSIN CMM -WPI ADJ PILLET . swam.. F -s --.- g3�ia TM s R �v Y AS 30 131 Ha LOCKER A4 D ID -3 .1 B 129 WOMEN'S ® ® � I ® � LOCKER 03 D-3.0 1�--�• -M- :--rll-, m_. -M- .-m_ ._m_. ._m-. m _m_. . m-. ._m _fR- _M- _M- _fIL -(1L C `�` `� sQ.. I i. F �TTE / KEY PLANS o 1 0 2 0 3 0 4 0 5 0 6 0 7_ 0 8 0 9 I I I I I AD 1 vT __ ID SHEET INDEX I ID -1.0 FURNITURE / KEY PLAN ID -1.1 FLOOR FINISH PLAN -- ID -1.2 WALL FINISH /ART GRAPHICS PLAN ID -1.3 REFLECTED CEILING FINISH PLAN ID -2.0 ENLARGED FLOOR PLANS ID -2.1 ENLARGED LOCKER ROOM PLANS ID -2.2 ENLARGED POOL PLAN 1 ID -3.0 1/8" SCALE INTERIOR ELEVATIONS ID -3.1 1/8" SCALE INTERIOR ELEVATIONS ID -3.2 1/8" SCALE INTERIOR ELEVATIONS ID -3.3 114" SCALE INTERIOR ELEVATIONS ID -3.4 1/4" SCALE INTERIOR ELEVATIONS ID -4.0.1 RECEPTION DESK MILLWORK ID -4.0.2 RECEPTION DESK MILLWORK • 1 ID -4.1.2 JUICE BAR MILLWORK - NOT USED ' L L ID -4.3 TRAINER'S KIOSK MILLWORK ID -5.0 DETAILS ID -5.1 DETAILS ID -5.2 DETAILS ID -5.3 DETAILS ID -6.0 FINISH SCHEDULE N ID -6.1 TILE SPECIFICATIONS 0 10 0 11 0 12 12 Oro (DtB �j%/�/L/% /%//�j"/%/ I/ %/% j r- diall 111 E BASKETBA %530 COURT 121 A-7 F10 F4 T(]T-yP. AT P.T. 61 al AV ROOM ID 4.3 TRAINER'S ID 3.0 B 123 JANITOR DESK F 125 122 C SA3l�ld fDtl /A a3/DSSOaD 319tlD-wD .NJI X '. ®MirrQr I VENDId- CIRCUIT F4 x126 VEST B LE ESTGULE TRAINING TYP AT F1 127 128 F1 113 CIRCUIT0 Nom. a a N u NTNG 147 MEN'S O (3 f a o WOMEN' F1 EBBING A MEN'S O O DRESSIN CMM -WPI ADJ PILLET . swam.. F -s --.- g3�ia TM s R �v Y AS 30 131 Ha LOCKER A4 D ID -3 .1 B 129 WOMEN'S ® ® � I ® � LOCKER 03 D-3.0 1�--�• -M- :--rll-, m_. -M- .-m_ ._m_. ._m-. m _m_. . m-. ._m _fR- _M- _M- _fIL -(1L C `�` `� sQ.. I i. F �TTE / KEY PLANS o 1 0 2 0 3 0 4 0 5 0 6 0 7_ 0 8 0 9 I I I I I AD 1 vT __ ID SHEET INDEX I ID -1.0 FURNITURE / KEY PLAN ID -1.1 FLOOR FINISH PLAN -- ID -1.2 WALL FINISH /ART GRAPHICS PLAN ID -1.3 REFLECTED CEILING FINISH PLAN ID -2.0 ENLARGED FLOOR PLANS ID -2.1 ENLARGED LOCKER ROOM PLANS ID -2.2 ENLARGED POOL PLAN 1 ID -3.0 1/8" SCALE INTERIOR ELEVATIONS ID -3.1 1/8" SCALE INTERIOR ELEVATIONS ID -3.2 1/8" SCALE INTERIOR ELEVATIONS ID -3.3 114" SCALE INTERIOR ELEVATIONS ID -3.4 1/4" SCALE INTERIOR ELEVATIONS ID -4.0.1 RECEPTION DESK MILLWORK ID -4.0.2 RECEPTION DESK MILLWORK • 1 ID -4.1.2 JUICE BAR MILLWORK - NOT USED ' L L ID -4.3 TRAINER'S KIOSK MILLWORK ID -5.0 DETAILS ID -5.1 DETAILS ID -5.2 DETAILS ID -5.3 DETAILS ID -6.0 FINISH SCHEDULE N ID -6.1 TILE SPECIFICATIONS 0 10 0 11 0 12 12 Oro �j%/�/L/% /%//�j"/%/ I/ %/% j r- diall 111 E %�,uu %530 BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION ##1 - ADDENDUM #1 SHEET TITLE: FURNITURE / KEY PLAN SHEET NUMBER: ID�l s 1 A B C D E 2 4 5 0 7 0 F7 J — _U0 - 0 F IN BREAK /ART GRAPHIC PLAN F1 SCALE: 3132" 1 2 o 3 4 5 6 7 L-1 — 10 11 0 20 10 0 11 12 1101191/�„. GENERAL NOTES: ,, 1IUSE AT ALL WALLS TO RECEIVE ART GRAPHICS, SEE: �� j, � % a�„o„ /iic i jii �� ILA/ �r /iii//,r //�rr� //� a ID -6.0 FOR P-47 SPECIFICATION. 2. FUSE AT ALL GRAPHICS FRAMES. UNLESS IN WET 27E AREAS, USE 27D 3. KEYNOTE G# CORRESPONDS WITH ART GRAPHICS SUPPLIED BY LAF. GC TO PREPARE WALL TO RECEIVE ART GRAPHICS PER PROJECT SPECIFICATIONS. REFER TO THIS SHEET FOR LOCATIONS. 4. SEE INTERIOR ELEVATIONS SHEET ID -3.0 TO ID -3.2 FOR ADDITIONAL INFORMATION. MIRROR M TYP _——— — — — ART GRAPHIC KEYNOTES: G1 RECEPTION - FULL WALL GRAPHIC AT SOFFIT ABOVE G2 SALES A - TRANSLUCENT FRAMED GRAPHIC G3 SALES B - TRANSLUCENT FRAMED GRAPHIC G4 SALES C - TRANSLUCENT FRAMED GRAPHIC O G5 SALES D - TRANSLUCENT FRAMED GRAPHIC G6 SALES E - FULL WALL GRAPHIC ABOVE MILLWORK G7 KIDS KLUB A - FULL WALL GRAPHIC TO WRAP CORNER G8 KIDS KLUB B - FULL WALL GRAPHIC G9 CIRCUIT A - FULL WALL GRAPHIC AT INSET G10 CIRCUIT B - FULL WALL GRAPHIC AT INSET G11 CIRCUIT C - FULL WALL GRAPHIC AT INSET G12 AEROBICS A - FULL WALL GRAPHIC G13 AEROBICS B - FULL WALL GRAPHIC ABOVE MIRROR G14 FREE WEIGHTS - FULL WALL GRAPHIC ABOVE MIRROR O G15 BASKETBALL A - FRAMED GRAPHIC G16 BASKETBALL B - FRAMED GRAPHIC G17 BASKETBALL C - FRAMED GRAPHIC G18 PERSONAL TRAINING - FULL WALL GRAPHIC AT INSET G19A LOCKER CORRIDOR - MOUNTED GRAPHIC AT INSET G19 LOCKER CORRIDOR - MOUNTED GRAPHIC AT INSET G20 SPINNING - FULL WALL GRAPHIC G21 CARDIO - FULL WALL GRAPHIC G22 SPA - FULL WALL GRAPHIC G23 POOL A - FULL WALL GRAPHIC AT INSET G24 POOL B - FRAMED GRAPHIC 10 11 0 20 1101191/�„. A%% ,, j j - r"��ir� i �� j, � % a�„o„ /iic i jii �� ILA/ �r /iii//,r //�rr� //� a �iiriirr k io of BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 VVWW.SDAPARTNERSH IP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 -ADDENDUM #1 SHEET TITLE: PAINT BREAK / ART GRAPHIC PLAN SHEET NUMBER: 102 1 1 2 3 4 0 5 A N C 0 ENLARGED KID'S KLUB / SALES AREA /JUICE BAR PLAN 11 F O SCALE: 1/4" = V-0" ENLARGED RECEPTION /VESTIBULE PLAN SCALE: 114" = V-0" 1 2 C: 7 L-1 3 O 4 O O h O O O I� ....... I I . L_ [. ( I L_ DRAWN BY: SDA L_ L_ L_ L- GENERAL NOTES AND SYMBOLS: I L_ I_... L. PROJECT # LLLL SCALE: AS NOTED I_ I_ L_ I_ I:._.. L. L.._ L" B GENERAL CONTRACTOR (G.C.) SUPPLIED SHEET TITLE: ENLARGED FINISH PLANS L L_I_ L. 1 SPECIFICATION I.._ L_ L L- I L..... I_ 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. I ..... :.:... L_ 3. THESE PLANS ARE FOR FINISH REFERNCE ONLY, SEE ARCHITECTURAL DRAWINGS >' L_I......_.L_ / I I I L.. KEY NOTES: L_ L_ ` I_ I I E_.... L_ A O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR I_._: I...__ L.._. L L L._ L_ L_ --- - l L_ I._... L.. L.- L__ I....... L_ L L_ L- L_ ' I....... I...... I...... L. L. - L L_ I I i...._ L_ B O TILE FLOORING AS SCHEDULED. L-A . I.__ L_ I I I..... L_ I I . I....... L. B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. L_. i..... L._ L_ L_ L L_ L_ I 9 o 10 o 11 o 12 DRAWN BY: SDA GENERAL NOTES AND SYMBOLS: PROJECT # A OWNER - LA FITNESS (LAF) SUPPLIED SCALE: AS NOTED B GENERAL CONTRACTOR (G.C.) SUPPLIED SHEET TITLE: ENLARGED FINISH PLANS EHMATERIAL 1 SPECIFICATION 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERNCE ONLY, SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. KEY NOTES: A ( GLUE DOWN CARPET (G.C. INSTALLED) A O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A RUBBER GYM FLOORING, BY LAF. B EXPOSED CONCRETE FLOOR AS SCHEDULED. B O SHEET VINYL FLOORING AS SCHEDULED. USE S-761 SEAM ADHESIVE FROM ARMSTRONG. B O TILE FLOORING AS SCHEDULED. B ENTRACE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 2" BLACK RUBBER TRANSITION STRIP @ CARPET RUBBER MAT TRANSITION B 12 ALUMINUM REDUCER TRIM AT TRANSITION BETWEEN CARPET AND TILE. B 13 TRANSITION STRIP 1"X1" PORCELAIN TILE AT PATTERN BREAK. B 14 4" STRIP OF 1"X1" PORCELAIN TILE AT TRANSITION FROM TILE TO CONCRETE FLOOR. STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB-FLOOR45 B 15 DEGREES TO FLOOR THAT SUB WOOD FINISH SO NO -FLOOR JOINS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK/ EQUIPMENT. B 18 RUBBER TRANSITION STRIP AT SLATE /CARPET. FULL LENGTH MIRROR IN WOMEN'S LOCKER AREA ONLY. 24" X 72" OVERALL A/B 19 DIM. WITH 3" FRAME. 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT A 20 AREA U.N.O. (G.C. INSTALLED) B PROVIDE RB- 7 FLEXIBLE STAIR NOSING W/ CONTRASTING STRIPE FOR THE 21 VISUALLY IMPAIRED AT EACH STAIR LOCATION. REFER TO SPEC. ON ID -6:0 A 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 ` 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED- B 26 4" MOSAIC TILE BASE AS SCHEDULED B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. 33 FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 48" CERAMIC TILE WAINSCOT B 36 FULL HEIGHT CERAMIC TILE WAINSCOT A 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED 40 - 49 NOT USED A 50 SOLID SURFACE COUNTERTOP, INSTALLED BY LAF VENDOR. A 51 SOLID SURFACE COUNTERTOP W/ INTEGRAL BOWL, INSTALLED BY LAF VENDOR. B 52 CONT. MIRROR ABOVE COUNTER. V.I.F. CLEARANCE PRIOR TO INSTALLATION. A/B53 MIRROR / MIRROR BOX MOUNTED AT CENTERLINE OF SINK. MIRRORS ARE BY G.C., O MIRROR BOXES ARE BY VENDOR B 54 LOUVERED WOOD LOCKERS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP, B 56 CEDAR WOOD PANELS BY G.C. B 57 PROVIDE 1/2" ALUMINUM ANGLE TRIM PIECE OVER WALLCOVERING AT TOP OF GROOMING WALL. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B O TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 65 WALL MOUNTED URINAL PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 66 GRAB BAR B 67 TOWEL HOOK AT EACH SHOWER B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6-8" A.F.F. B 71 SHELF AND POLE, MOUNT 60" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED 18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWOOD PANEL, WOMEN'S A/B 75 LOCKER AREA ONLY. 76 - 79 NOT USED FLOOR FINISH LEGEND:>< MATERIAL TRANSITION GLUE DOWN CARPET f SHEET VINYL a; ENTRY MAT --1-- QUARRY TILE 4 I I RUBBER FLOORING nU EXPOSED CONCRETE (BY OWNER) - WOOD FLOORING. DIRECTION 1 t SOLID(1X1) MOSAIC PER GRAPHIC ARROWS. PORCELAIN TILE AS -- SCHEDULED LAF1 PATTERN SUB -FLOORING AT WOOD �— L. L—' MOSAIC PORCELAIN FINISH FLOOR I LI—LA .. --- - TILE FLOORING SLATE TILE FLOORING W W r W PLAY EQUIP. FLOORING INSTALLED @ 45 DEG. W W W W SLATE TILE BORDER 10 11 12 al//a)o r r0" �% A % i r 1 T %S, Vii,,. � i. /off � 111, 11, %%%%%%%i y & n r1r1el, b IF/,. 1; R BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSH IP.COM PROJECT NAME: Jacksonville AtlanticBeach PROJECT ADDRESS: 953 Atlantic Blvd, Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: ENLARGED FINISH PLANS SHEET NUMBER: A B C 7 C F 1 2 3 4 5 0 6 0 7 0 n I. ..�.. 3 ' P ee z x Y V D G . V L--------------- b J A OWNER - LA FITNESS (LAF) SUPPLIED MEN'SG Si G r S 0 b r7 RM C C L �L A p , D1p c O p v V ,06 WOMEN'S D ID -34 ,B. SAUNA 5 6 a a 134. 9. I ....... ...6 33 l....... i......: 11 i. i.. G -------------- L.. ,_. ...... €-- ...: i.._W. ..<. ..... A RUBBER GYM FLOORING, BY LAF. B EXPOSED CONCRETE FLOOR AS SCHEDULED. tr " I --- __ ------------ V L--------------- b J A OWNER - LA FITNESS (LAF) SUPPLIED MEN'SG B GENERAL CONTRACTOR (G.C.) SUPPLIED G r RM' ICDNC 0 _ I 9 13 � L �L 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. D1p w V }_ 9 d x. .. .....: � �U_ I 3. I _._.. .... 5 6 a a KEY NOTES: I KIM GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED iL L'� ' :_I �I _ I 9 _ 1 SPECIFICATION L �L 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. i }_ I - i .. ......:. . ..... .. ' p .. .....: � �U_ I 3. I _._.. .... KEY NOTES: I ....... ...6 33 l....... i......: 11 i. i.. ....�, ...... ..... L.. ,_. ...... €-- ...: i.._W. ..<. ..... A RUBBER GYM FLOORING, BY LAF. B EXPOSED CONCRETE FLOOR AS SCHEDULED. B SHEET VINYL FLOORING AS SCHEDULED. USE S-761 SEAM ADHESIVE FROM ARMSTRONG. B TILE FLOORING AS SCHEDULED. B ENTRACE MAT LI L t 1.I—_ €I i..€a j. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 2" BLACK RUBBER TRANSITION STRIP @ CARPET RUBBER MAT TRANSITION II IL -v U-�LLLL -I 1 1 _ L� _ f I_...... i I`L _- uL LA.._ B 4" STRIP OF 1"X1" PORCELAIN TILE AT TRANSITION FROM TILE TO 14 C - I- - € ._ L --� 7 - I- L _ B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. 2 L L_L € _— 1—_ I A/B 19 DIM. WITH 3" FRAME. tAF,` L. 16 L. _. L :.... LL - L i L._ L L i I L_ _ I. h `L WQMENIS i . L L_ L_1 L_ �� A._ _ LICE TRO L '--' f ... I €._133. i.. _ L.. f .1::... L _ L (� �_ /, _' _ I L . _ L_ €_ 20 AREA U.N.O. (G.C. INSTALLED) I KIM GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED MATERIAL 1 SPECIFICATION 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERNCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. KEY NOTES: A (DGLUE DOWN CARPET (G.C. INSTALLED) A O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A RUBBER GYM FLOORING, BY LAF. B EXPOSED CONCRETE FLOOR AS SCHEDULED. B SHEET VINYL FLOORING AS SCHEDULED. USE S-761 SEAM ADHESIVE FROM ARMSTRONG. B TILE FLOORING AS SCHEDULED. B ENTRACE MAT B RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 2" BLACK RUBBER TRANSITION STRIP @ CARPET RUBBER MAT TRANSITION II 12 ALUMINUM REDUCER TRIM AT TRANSITION BETWEEN CARPET AND TILE. B 13 TRANSITION STRIP 1"X1" PORCELAIN TILE AT PATTERN BREAK. B 4" STRIP OF 1"X1" PORCELAIN TILE AT TRANSITION FROM TILE TO 14 CONCRETE FLOOR. STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB -FLOOR @ 45 B 15 DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINTS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK / EQUIPMENT. B 18 RUBBER TRANSITION STRIP AT SLATE / CARPET. FULL LENGTH MIRROR IN WOMEN'S LOCKER AREA ONLY. 24" X 72" OVERALL A/B 19 DIM. WITH 3" FRAME. A 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT 20 AREA U.N.O. (G.C. INSTALLED) B 21 PROVIDE RB- 7 FLEXIBLE STAIR NOSING W/ CONTRASTING STRIPE FOR THE VISUALLY IMPAIRED AT EACH STAIR LOCATION. REFER TO SPEC. ON ID -6.0 A 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 4" MOSAIC TILE BASE AS SCHEDULED B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS fv. FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. A FOR MOUNTING DETAIL. +'fA .-A- B 35 48" CERAMIC TILE WAINSCOT l B 36 FULL HEIGHT CERAMIC TILE WAINSCOT A 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED NOT USED A 50 SOLID SURFACE COUNTERTOP, INSTALLED BY LAF VENDOR. A 51 SOLID SURFACE COUNTERTOP W/ INTEGRAL BOWL, NSTALLED BY LAF VENDOR. B 52 CONT. MIRROR ABOVE COUNTER. V.I.F. CLEARANCE PRIOR TO INSTALLATION. A/B53 MIRROR / MIRROR BOX MOUNTED AT CENTERLINE OF SINK. MIRRORS ARE BY G.C., O MIRROR BOXES ARE BY VENDOR �f to B 54 LOUVERED WOOD LOCKERS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD PANELS BY G.C. B 57 PROVIDE 1/2" ALUMINUM ANGLE TRIM PIECE OVER WALLCOVERING AT TOP OF GROOMING WALL. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED O A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. R WNM IN ? z m. '.®' �■t ' 1 .I I , Wa , .M.. ,.. n�,. .:..�.. :,:....,x.. ,s.,:t>a.�s_. �.....^.. C��,...,I�,nkk�:: ,.m� a i>�_.u�y,,.. ,:v4 ......::.. ......1,,!�•.. III �y � " i� � Il iii *p�'°z•"at �t ev7i Pl u :# �y�'r a. F,� r, °�"��% �'s;�� a!i�'':, f i i.�r'i'' i^ry R P� $: r i LL Ll iI F 1 ENLARGED LOCKER ROOM PLAN SCALE: 1/4" =1'-0" 1 o 2 3 4 5 6 0 7 9 10 11 o 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED MATERIAL 1 SPECIFICATION 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERNCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. KEY NOTES: A (DGLUE DOWN CARPET (G.C. INSTALLED) A O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A RUBBER GYM FLOORING, BY LAF. B EXPOSED CONCRETE FLOOR AS SCHEDULED. B SHEET VINYL FLOORING AS SCHEDULED. USE S-761 SEAM ADHESIVE FROM ARMSTRONG. B TILE FLOORING AS SCHEDULED. B ENTRACE MAT B RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 2" BLACK RUBBER TRANSITION STRIP @ CARPET RUBBER MAT TRANSITION 12 ALUMINUM REDUCER TRIM AT TRANSITION BETWEEN CARPET AND TILE. B 13 TRANSITION STRIP 1"X1" PORCELAIN TILE AT PATTERN BREAK. B 4" STRIP OF 1"X1" PORCELAIN TILE AT TRANSITION FROM TILE TO 14 CONCRETE FLOOR. STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB -FLOOR @ 45 B 15 DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINTS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK / EQUIPMENT. B 18 RUBBER TRANSITION STRIP AT SLATE / CARPET. FULL LENGTH MIRROR IN WOMEN'S LOCKER AREA ONLY. 24" X 72" OVERALL A/B 19 DIM. WITH 3" FRAME. A 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT 20 AREA U.N.O. (G.C. INSTALLED) B 21 PROVIDE RB- 7 FLEXIBLE STAIR NOSING W/ CONTRASTING STRIPE FOR THE VISUALLY IMPAIRED AT EACH STAIR LOCATION. REFER TO SPEC. ON ID -6.0 A 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 4" MOSAIC TILE BASE AS SCHEDULED B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. A FOR MOUNTING DETAIL. B O DRINKING FOUNTAIN B 35 48" CERAMIC TILE WAINSCOT B 36 FULL HEIGHT CERAMIC TILE WAINSCOT A 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED NOT USED A 50 SOLID SURFACE COUNTERTOP, INSTALLED BY LAF VENDOR. A 51 SOLID SURFACE COUNTERTOP W/ INTEGRAL BOWL, NSTALLED BY LAF VENDOR. B 52 CONT. MIRROR ABOVE COUNTER. V.I.F. CLEARANCE PRIOR TO INSTALLATION. A/B53 MIRROR / MIRROR BOX MOUNTED AT CENTERLINE OF SINK. MIRRORS ARE BY G.C., O MIRROR BOXES ARE BY VENDOR B 54 LOUVERED WOOD LOCKERS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD PANELS BY G.C. B 57 PROVIDE 1/2" ALUMINUM ANGLE TRIM PIECE OVER WALLCOVERING AT TOP OF GROOMING WALL. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B 59 WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED O A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 65 WALL MOUNTED URINAL PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 66 GRAB BAR B 67 TOWEL HOOK AT EACH SHOWER B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'4" A.F.F. B 71 SHELF AND POLE, MOUNT 60" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED AO PAPER TOWEL DISPENSER, G.C. INSTALLEDTALLED " " " " 18 X 66 MIRROR MOUNTED N 24 X 72 PLYWOOD OU 0 YW00 NEL WOMEN'S A/B 75 LOCKER AREA ONLY. 76 - 79 NOT USED FLOOR FINISH LEGEND: Iia MATERIAL TRANSITION * GLUE DOWN CARPET + + � ` + SHEET VINYL ........ . - ENTRY MAT i— QUARRY TILE a' : . f RUBBER FLOORING EXPOSED CONCRETE I I I I i I I I i (BY OWNER) f ......... ... WOOD FLOORING. DIRECTION 'T SOLID 1X1 MOSAIC 1 >.<_ SOLID(1X1) - PER GRAPHIC ARROWS. � + � � PORCELAIN TILE AS t _;w ;.,_..._ _;.. SCHEDULED LAF1 PATTERN SUB -FLOORING AT WOOD MOSAIC PORCELAIN FINISH FLOOR Li.......1 L..._.!.. TILE FLOORING SLATE TILE FLOORING w r W w PLAY EQUIP. FLOORING INSTALLED @ 45 DEG. w W W SLATE TILE BORDER 9 10 11 0 12 r VNE/E A j / / IrG %iiiii iI'/ F R1flo.mSyl. x rns, M BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSH IP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1,27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE : AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: ENLARGED LOCKER ROOM FINISH PLANS SHEET NUMBER: A C'-, C C E F ENLARGED POOL PLAN SCALE: 1/4"= V-0" 1 2 3 4 5 R 0 7 A 2 0 3 0 4 0 5 6 7 8 .01 0 0 10 10 o 11 o 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED M1P MATERIAL SPECIFICATION 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERNCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. KEY NOTES: A GLUE DOWN CARPET (G.C. INSTALLED) A2O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A J RUBBER GYM FLOORING; BY LAF. B O5 EXPOSED CONCRETE FLOOR AS SCHEDULED. B SHEET VINYL FLOORING AS SCHEDULED. USE S-761 SEAM ADHESIVE FROM ARMSTRONG. B (D TILE FLOORING AS SCHEDULED. B O ENTRACE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 2" BLACK RUBBER TRANSITION STRIP @CARPET RUBBER MAT TRANSITION B 12 ALUMINUM REDUCER TRIM AT TRANSITION BETWEEN CARPET AND TILE. B 13 TRANSITION STRIP 1"X1" PORCELAIN TILE AT PATTERN BREAK. B 14 4" STRIP OF 1"X1" PORCELAIN TILE AT TRANSITION FROM TILE TO CONCRETE FLOOR. STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB -FLOOR @ 45 B 15 DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINTS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK / EQUIPMENT. B 18 RUBBER TRANSITION STRIP AT SLATE / CARPET. A/B 19 FULL LENGTH MIRROR IN WOMEN'S LOCKER AREA ONLY. 24" X 72" OVERALL DIM. WITH 3" FRAME. A 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 PROVIDE RB- 7 FLEXIBLE STAIR NOSING W/ CONTRASTING STRIPE FOR THE VISUALLY IMPAIRED AT EACH STAIR LOCATION. REFER TO SPEC. ON ID -6.0 A 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 4" MOSAIC TILE BASE AS SCHEDULED B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 48" CERAMIC TILE WAINSCOT B 36 FULL HEIGHT CERAMIC TILE WAINSCOT A 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED 40 - 49 NOT USED A 50 SOLID SURFACE COUNTERTOP, INSTALLED BY LAF VENDOR. A 51 SOLID SURFACE COUNTERTOP W/ INTEGRAL BOWL, NSTALLED BY LAF VENDOR. B 52 CONT. MIRROR ABOVE COUNTER. V.I.F. CLEARANCE PRIOR TO INSTALLATION. A/B MIRROR / MIRROR BOX MOUNTED AT CENTERLINE OF SINK. MIRRORS ARE BY G.C., MIRROR BOXES ARE BY VENDOR B 54 LOUVERED WOOD LOCKERS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD PANELS BY G.C: B 57 PROVIDE 1/2" ALUMINUM ANGLE TRIM PIECE OVER WALLCOVERING AT TOP OF GROOMING WALL. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B IS WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 65 WALL MOUNTED URINAL PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 66 GRAB BAR B 67 TOWEL HOOK AT EACH SHOWER B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 SHELF AND POLE, MOUNT 60" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED A/B QD18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWOOD PANEL, WOMEN'S LOCKER AREA ONLY. 76 -8 NOT USED POOL KEY NOTES: B 80 POOL DECK SIGNAGE PER CODE PROVIDED BY POOL CONTRACTOR. B 81 PROVIDE 10 BOBRICK TOWEL HOOKS AT POOL, PROVIDE 5 AT SPA. COORD. LOCATION 13 82 POOL SAFETY SIGNAGE AND EQUIPMENT PER CODE. REFER TO ARCHITECTURAL SPECIFICATIONS AND POOL DRAWINGS FOR FINAL LOCATION AND DETAILS. B 83 COPING WHERE OCCURS PER POOL PLANS. B TRENCH DRAIN. B 85 ACCESSIBLE POOL LIFT. SEE POOL DRAWINGS. FLOOR FINISH LEGEND: Iia MATERIAL TRANSITION GLUE DOWN CARPET+* SHEET VINYL ENTRY MATQUARRY TILE j+ t I RUBBER FLOORING 4 EXPOSED CONCRETE I (BY OWNER) -- -... SOLID(1X1) MOSAIC f� WOOD FLOORING. DIRECTION PORCELAIN TILE AS = PER GRAPHIC ARROWS. } b...: Sc--------- HEDULED ... SUB FLOORING AT WOOD I ( ILAF1 PATTERNMOSAIC PORCELAIN FINISH FLOOR €........ _ TILE FLOORING SLATE TILE FLOORING W W W PLAY EQUIP. FLOORING INSTALLED @ 45 DEG. . . W y � y W SLATE TILE BORDER 11 12 BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSH IP.COM PROJECT NAME: Ja#-%cksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: ENLARGED POOL FINISH PLAN SHEET NUMBER: IDI®202 SPA F-1 44 4 5 R 0 7 A 2 0 3 0 4 0 5 6 7 8 .01 0 0 10 10 o 11 o 12 GENERAL NOTES AND SYMBOLS: A OWNER - LA FITNESS (LAF) SUPPLIED B GENERAL CONTRACTOR (G.C.) SUPPLIED M1P MATERIAL SPECIFICATION 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. 3. THESE PLANS ARE FOR FINISH REFERNCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. KEY NOTES: A GLUE DOWN CARPET (G.C. INSTALLED) A2O PLAY EQUIPMENT AREA FLOORING BY LAF VENDOR B WOOD FLOORING. DIRECTION INDICATED BY GRAPHIC ARROWS. A J RUBBER GYM FLOORING; BY LAF. B O5 EXPOSED CONCRETE FLOOR AS SCHEDULED. B SHEET VINYL FLOORING AS SCHEDULED. USE S-761 SEAM ADHESIVE FROM ARMSTRONG. B (D TILE FLOORING AS SCHEDULED. B O ENTRACE MAT B O RUBBER MAT OVER CONCRETE. CONTINUE UNDER BENCH 12" MIN., NOTCH AS REQUIRED. B 10 GRAPHIC LOGO PAINTED ON WOOD FLOOR B 11 2" BLACK RUBBER TRANSITION STRIP @CARPET RUBBER MAT TRANSITION B 12 ALUMINUM REDUCER TRIM AT TRANSITION BETWEEN CARPET AND TILE. B 13 TRANSITION STRIP 1"X1" PORCELAIN TILE AT PATTERN BREAK. B 14 4" STRIP OF 1"X1" PORCELAIN TILE AT TRANSITION FROM TILE TO CONCRETE FLOOR. STAGGER PLYWOOD SUB -FLOOR JOINTS & INSTALL SUB -FLOOR @ 45 B 15 DEGREES TO WOOD FINISH FLOOR SO THAT NO SUB -FLOOR JOINTS ALIGN W/ FINISH FLOOR JOINTS. B 16 SHEET VINYL TO EXTEND 24" BEYOND THE START OF RAMP. B 17 FLOORING AS SCHEDULED EXTENDS UNDER MILLWORK / EQUIPMENT. B 18 RUBBER TRANSITION STRIP AT SLATE / CARPET. A/B 19 FULL LENGTH MIRROR IN WOMEN'S LOCKER AREA ONLY. 24" X 72" OVERALL DIM. WITH 3" FRAME. A 20 30" HIGH CARPET BASE. TYPICAL AT ALL COLUMNS AND WALLS IN FREE WEIGHT AREA U.N.O. (G.C. INSTALLED) B 21 PROVIDE RB- 7 FLEXIBLE STAIR NOSING W/ CONTRASTING STRIPE FOR THE VISUALLY IMPAIRED AT EACH STAIR LOCATION. REFER TO SPEC. ON ID -6.0 A 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 4" MOSAIC TILE BASE AS SCHEDULED B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE B 30 4" VINYL BASE PER SCHEDULE B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE A 32 LIGHT FIXTURE, REFER TO ARCHITECTURAL DRAWINGS FOR PLACEMENT AND SPECIFICATIONS. (G.C. INSTALLED) A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 48" CERAMIC TILE WAINSCOT B 36 FULL HEIGHT CERAMIC TILE WAINSCOT A 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) 38 - 39 NOT USED 40 - 49 NOT USED A 50 SOLID SURFACE COUNTERTOP, INSTALLED BY LAF VENDOR. A 51 SOLID SURFACE COUNTERTOP W/ INTEGRAL BOWL, NSTALLED BY LAF VENDOR. B 52 CONT. MIRROR ABOVE COUNTER. V.I.F. CLEARANCE PRIOR TO INSTALLATION. A/B MIRROR / MIRROR BOX MOUNTED AT CENTERLINE OF SINK. MIRRORS ARE BY G.C., MIRROR BOXES ARE BY VENDOR B 54 LOUVERED WOOD LOCKERS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD PANELS BY G.C: B 57 PROVIDE 1/2" ALUMINUM ANGLE TRIM PIECE OVER WALLCOVERING AT TOP OF GROOMING WALL. B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. B IS WATER CLOSET B 60 URINAL B 61 MIRROR MOUNTED AT CENTERLINE OF SINK. SEE ARCH DRAWINGS FOR MOUNTING HEIGHT PER LOCAL CODES AND A.D.A. REQUIREMENTS. A 62 SOAP DISPENSER, G.C. INSTALLED A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 65 WALL MOUNTED URINAL PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 66 GRAB BAR B 67 TOWEL HOOK AT EACH SHOWER B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 SHELF AND POLE, MOUNT 60" A.F.F. B 72 RAISED 6" CURB, EXTEND SCHEDULED BASE OVER TOP. A 73 TOILET PAPER DISPENSER, G.C. INSTALLED A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED A/B QD18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWOOD PANEL, WOMEN'S LOCKER AREA ONLY. 76 -8 NOT USED POOL KEY NOTES: B 80 POOL DECK SIGNAGE PER CODE PROVIDED BY POOL CONTRACTOR. B 81 PROVIDE 10 BOBRICK TOWEL HOOKS AT POOL, PROVIDE 5 AT SPA. COORD. LOCATION 13 82 POOL SAFETY SIGNAGE AND EQUIPMENT PER CODE. REFER TO ARCHITECTURAL SPECIFICATIONS AND POOL DRAWINGS FOR FINAL LOCATION AND DETAILS. B 83 COPING WHERE OCCURS PER POOL PLANS. B TRENCH DRAIN. B 85 ACCESSIBLE POOL LIFT. SEE POOL DRAWINGS. FLOOR FINISH LEGEND: Iia MATERIAL TRANSITION GLUE DOWN CARPET+* SHEET VINYL ENTRY MATQUARRY TILE j+ t I RUBBER FLOORING 4 EXPOSED CONCRETE I (BY OWNER) -- -... SOLID(1X1) MOSAIC f� WOOD FLOORING. DIRECTION PORCELAIN TILE AS = PER GRAPHIC ARROWS. } b...: Sc--------- HEDULED ... SUB FLOORING AT WOOD I ( ILAF1 PATTERNMOSAIC PORCELAIN FINISH FLOOR €........ _ TILE FLOORING SLATE TILE FLOORING W W W PLAY EQUIP. FLOORING INSTALLED @ 45 DEG. . . W y � y W SLATE TILE BORDER 11 12 BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSH IP.COM PROJECT NAME: Ja#-%cksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: ENLARGED POOL FINISH PLAN SHEET NUMBER: IDI®202 SDA ARCHITECTS & DESIGNERS BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: �' /% � IF �'T H F, 2 2 Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: ID�300 1 �j/ %O. o%/%/ a jam/ e m / 9ti� er °% 0`91// j/O'er'a.3/o/ yyOO 1 ilii; 11IF1% I Vii"'I'a 111511 Milli Irl" __ ......... 1 111 .. ........ ,..:111.1 ......1111.... ... ELEVATION 'A' ELEVATION 'B' VERIFY LOCATION OF TRAINER'S ELEVATION 'C' 29 29 CABINET W/ ARCH. PLANS p n S f � N N N V B SCALE: 118" �� _ 111. 1 111.. 1111.... . __ .11..11.. .....1111 .... - ELEVATION 'D' E ........................................................ ................ 111 ............... A U FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 48" CERAMIC TILE WAINSCOT B 36 FULL HEIGHT CERAMIC TILE WAINSCOT A37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) O 38 - 39 NOT USED B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO O INSTALLATION. B 41 PAINT METAL TRUSSES AS SCHEDULED. PAINT BREAK LINE 12" BELOW LOWEST TRUSS MEMBER, TYPICAL @ ALL 4 SIDES. B 42 BASKETBALL BACKBOARD, BASKET, BRACING EQ. W B 43 BASKETBALL WALL PADS, COLOR: W13 - BURGUNDY A 44 BOXING BAG BY LA FITNESS. o w B 45 BOXING BAG BRACKETS BY G.C., SEE ARCH. & STRUC. DRAWINGS FOR DETAILS. B 46 RACQUETBALL WALL PANEL BY VENDOR B 47 RACQUETBALL GLASS PANEL BY VENDOR T a 48 - 79 NOT USED C ......... ........................ ____ __ __ ___ _____ ____ ........................................................ __ ...................... _ __ _ _. ... _ _........... -_. _ . .....- __ _ ..._ ___------- ______ __ _ ----- --.. _ . .................. -__ _ _ __ _ _.. __ _ ___.___ — ____ _. _ _ ._ _ __ __ NOT USED __.. __.......... _._._ — ___. _ .. CSCALE: co �j/ %O. o%/%/ a jam/ e m / 9ti� er °% 0`91// j/O'er'a.3/o/ yyOO 1 ilii; 11IF1% I Vii"'I'a 111511 Milli Irl" __ ......... 1 111 .. ........ ,..:111.1 ......1111.... ... ELEVATION 'A' ELEVATION 'B' VERIFY LOCATION OF TRAINER'S ELEVATION 'C' 29 29 CABINET W/ ARCH. PLANS p n S f � N N N V B SCALE: 118" �� _ 111. 1 111.. 1111.... . __ .11..11.. .....1111 .... - ELEVATION 'D' ............................................. .......... ........................................................ ................ 111 ............... A U FOR MOUNTING DETAIL. B 34 DRINKING FOUNTAIN B 35 48" CERAMIC TILE WAINSCOT B 36 FULL HEIGHT CERAMIC TILE WAINSCOT A37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) O 38 - 39 NOT USED B 40 MIRROR MOUNTED ABOVE BASE. V.I.F. CLEARANCE & EXIST. LOCATIONS PRIOR TO O INSTALLATION. B 41 PAINT METAL TRUSSES AS SCHEDULED. PAINT BREAK LINE 12" BELOW LOWEST TRUSS MEMBER, TYPICAL @ ALL 4 SIDES. B 42 BASKETBALL BACKBOARD, BASKET, BRACING B 43 BASKETBALL WALL PADS, COLOR: W13 - BURGUNDY A 44 BOXING BAG BY LA FITNESS. 40 B 45 BOXING BAG BRACKETS BY G.C., SEE ARCH. & STRUC. DRAWINGS FOR DETAILS. B 46 RACQUETBALL WALL PANEL BY VENDOR B 47 RACQUETBALL GLASS PANEL BY VENDOR 48 - 79 NOT USED C ......... ........................ ____ __ __ ___ _____ ____ ........................................................ __ ...................... _ __ _ _. ... _ _........... -_. _ . .....- __ _ ..._ ___------- ______ __ _ ----- --.. _ . .................. -__ _ _ __ _ _.. __ _ ___.___ — ____ _. _ _ ._ _ __ __ NOT USED __.. __.......... _._._ — ___. _ .. CSCALE: ° 1/8" 12'-9 5/8"± 38'-11 3/4"± 12'-11 1/8"± EQ. 6-0" MIRROR PANELS EQ. �j/ %O. o%/%/ a jam/ e m / 9ti� er °% 0`91// j/O'er'a.3/o/ yyOO 1 ilii; 11IF1% I Vii"'I'a 111511 Milli Irl" CENTERED ON WALL P 34E DESIGN 40 �j/ %O. o%/%/ a jam/ e m / 9ti� er °% 0`91// j/O'er'a.3/o/ yyOO 1 ilii; 11IF1% I Vii"'I'a 111511 Milli Irl" BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 -ADDENDUM #1 SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: IDI�3ml 1 r/ -G/. � p, j%% ,,, %/ /%%/o/// 1/ii/ %i%/%/ VO INS "Ell 711 F/11 /K uam Air/ j/OOipi //////'////i j/%//// j/'//0, y BRANDING STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSH IP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: 1/8" SCALE INTERIOR ELEVATIONS SHEET NUMBER: ID�3m2 1 1 2 3 4 5 ° 6 ° 7 ° 8 ° 9 ° 10 ° 11 ° 12 GENERAL NOTES AND SYMBOLS: WC WC WC B4 TYP. @ WC WC 32 54 TYP.1 33 32 1 1 T 5T) ID 5.1 33 GROOMIING 1 33 1 A OWNER - LA FITNESS (LAF) SUPPLIED WALLS B GENERAL CONTRACTOR (G.C.) SUPPLIED q:H---C33') P MATERIAL 1B SPECIFICATION 1. VERIFY ALL STOREFRONT DIMENSIONS AND FRAMING LOCATIONS WITH ARCHITECTURAL PLANS. / 8'-5 3/8"± 8'-5118"± 2. FOR ROOMS NOT ELEVATED, FINISHES ARE CALLED OUT ON FINISH PLANS. /./ ° @ MIRROR V.I.F. @ MIRROR V.LF. 3. THESE PLANS ARE FOR FINISH REFERNCE ONLY. SEE ARCHITECTURAL DRAWINGS A I VESTIBULE q FOR PLACEMENT AND MOUNTING HEIGHTS OF ALL FIXTURES AND PARTITIONS. Ix 52 52 � BEYOND - KEY NOTES: NOT USED Cl FULL LENGTH MIRROR IN WOMEN'S LOCKER AREA ONLY. 24" X 72" OVERALL A/B 19 DIM. WITH 3" FRAME. r .., _.....__ _ .._._.. �..<, .: , ,.., .,: , . .:.,,...,.,.<...:.. ,,.<. _ „ L AT ALL COLUMNS AND WALLS IN FREE WEIGHT __... _...._.. _.. _ _._.._... _. _. 30 HIGH CARPET BASE. TYPICAL ELEVATION 'A' ELEVATION 'B' - _ AREA U.N.O. (G.C. INSTALLED) D7 D4 B 21 PROVIDE RB- 7 FLEXIBLE STAIR NOSING W/ CONTRASTING STRIPE FOR THE 26 ID 5.1 24 F1 TYP @ 5" 25 ID 5.1 VISUALLY IMPAIRED AT EACH STAIR LOCATION. REFER TO SPEC. ON ID -6.0 ID -6:1 MOSAIC BASE A 22 6" CARPET BASE PER SCHEDULE (G.C. INSTALLED) B 23 4" BREATHING BASE AT WOOD FLOORING. o WC WC WC WC 1 33 1 54 TYP. 32 32 1 54 TYP. 1 32 B 24 6" TILE BASE AS SCHEDULED B 25 5" MOSAIC TILE BASE AS SCHEDULED B 26 4" MOSAIC TILE BASE AS SCHEDULED B 27 17" CERAMIC TILE WAINSCOT BASE B 28 SELF COVING SHEET VINYL BASE PER SCHEDULE. B 29 6" VINYL BASE PER SCHEDULE 17-1 ° 1917, I IF I IF g 30 4" VINYL BASE PER SCHEDULE \ \ B 31 GLASS BLOCK (SEE ARCH DRAWINGS FOR FRAMING), GROUT TO BE WHITE B A 32 FOR PLACEMENT AND SPEC FICA -IONS.G.C. INSTALLED) ° ° ° A 33 LOCATION OF FLAT SCREEN T.V. BY LA FITNESS. REFER TO ARCH. DWGS. FOR MOUNTING DETAIL. \ \ / / / / / / B 34 DRINKING FOUNTAIN ( „. ........ .. ... _...___............ . _ _._ ..._._. _...... _ ___..._ _ _.__. ____ ............. _..__.__ ___ _.._: _ _ __._.:__ __.._ ._ __ _...... _ ._____ _. ___ _ . B 35 48 CERAMIC TILE WAINSCOT ELEVATION 'C' ELEVATION 'D' B 36 FULL HEIGHT CERAMIC TILE WAINSCOT 25 26 26 A 37 18" CARPET BASE PER SCHEDULE (G.C. INSTALLED) MEN'S LOCKER 38 - 39 NOT USED B 1 SCALE: 1/4" = V-0" 40 - 49 NOT USED A 50 SOLID SURFACE COUNTERTOP, INSTALLED BY LAF VENDOR. 0 A 51 SOLID SURFACE COUNTERTOP W/ INTEGRAL BOWL, INSTALLED BY LAF VENDOR. WC WC WC B 52 CONT: MIRROR ABOVE COUNTER. V.I.F. CLEARANCE PRIOR TO INSTALLATION. 33 1 TYP. 54 32 32 1 54 TYP. 1 32 MIRROR / MIRROR BOX MOUNTED AT CENTERLINE OF SINK. MIRRORS ARE BY G.C., A/B 53 MIRROR BOXES ARE BY VENDOR B 54 LOUVERED WOOD LOCKERS. B 55 BENCHES BY HOLLMAN. FLOORING TO EXTEND UNDERNEATH TYP. B 56 CEDAR WOOD PANELS BY G.C. O PROVIDE 1/2" ALUMINUM ANGLE TRIM PIECE OVER WALLCOVERING AT TOP OF %i B 57 GROOMING WALL. i B 58 LAVATORY, INSULATE HOT WATER LINES, SEE ARCH. ACCESSIBLE DWGS. C \ \ \ I[\ \ \ \ \ B 59 WATER CLOSET B 60 URINAL B 61 HEIGHT PER LOCAL CODES AND MIRROR MOUNTED AT IA.D.A. NE REQUIREMENTSSINK. SEE H DRAWINGS FOR MOUNTING ° ° got\ IV, IV A 62 SOAP DISPENSER, G.C. INSTALLED \ \ \ \ \ A 63 TOILET SEAT COVER DISPENSER, G.C. INSTALLED '; .,.;':,. ... .....:.: ...... .:.., .k .;:,... .r .r:.. •r:.,,arc,.,, }..,._. .., ELEVATION 'A' D7 ELEVATION 'B' B 64 TOILET PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. ID -5.1 26 26 B 65 WALL MOUNTED URINAL PARTITION. SUBMIT SAMPLES TO SDA FOR COLOR SELECTION. B 66 GRAB BAR WC WC TYP. @ 64 WC WC B 67 TOWEL HOOK AT EACH SHOWER 32 54 TYP. 1 FV 33 1 GROOMIING 33 57 50 1 33 1 32 WALLS ID 5.1 B 68 SHOWER HEAD A 69 SHOWER CURTAIN, TYP. MEN'S & WOMEN'S. MOUNT @ 6'-8" A.F.F. 33 I) B 70 SHOWER RODS, MOUNT @ 6'-8" A.F.F. B 71 SHELF AND POLE, MOUNT 60" A.F.F. 2'-0" PLYWOOD PANEL BY MILLWORK B 72 RAISED 6"CURB, EXTEND SCHEDULED BASE OVER TOP. VENDOR. MOUNT 8'-51/8"± 8'-53/8"± TO WALL WITH @ MIR)��A V.I.F. @ MIRROR V.LF A 73 TOILET PAPER DISPENSER, G.C. INSTALLED // 1 0 METAL CLEATS. / q A 74 PAPER TOWEL DISPENSER, G.C. INSTALLED i f � � � VESTIBULE % / 52 j BEYOND 18" X 66" MIRROR MOUNTED ON 24" X 72" PLYWOOD PANEL, WOMEN'S D 75 � A/B 75 LOCKER AREA ONLY. MIRROR BY G.C., 76 - 79 NOT USED MOUNT WITH METAL / CHANNELS. "' „ Q ELEVATION 'C' ELEVATION 'D' D4 26 25 18" X 66" MIRROR MOUNTED ON 24" X 72" 25 PLYWOOD PANEL, WOMEN'S LOCKER ID -5.1 TYP. @ 5 AREA ONLY. MOSAIC BASE WOMEN'S LOCKER D1 SCALE: 114" = 1'-0" ° B7 B1 66 66 P TYP. 63 66 F 64 74 51 ID -5.1 P 51 60) P 65 60 P 64 66 66 ID -5.1 W 2D 2D 2D 2D 2D 1 51 9'-31/4"± @ MIRROR V I,F. C11 = o 35 _ o � v � 53 . .................. _ TYP ; I CORRIDOR CO DOR --� r-, M r I i ,: , c k .>.,. ., <� Lacr„ .. , ,—. � <.,t...,.. ..ti, .. ,..Y..^.<..tr c.,. . 2.v . ...,.....,,{,,.................c., ,....,.. i _.. _ _ c_ , r 4 ..... Ell I� 91 i1, r 73 I ID 61 - ; , , w .. r , IT ELEVATION 'A' ELEVATION 'B' ELEVATION 'C' ELEVATION 'D' – — — 35 59 35 6T 24 4T BEO18" HIGHHIND SINK 35 ID 5.2 i 25 F1 TYP• @ 5" 610 TYP ID 5.1 ID -6.1 MOSAIC BASE MEN'S TOILET GROOMING E1 SCALE: 1/4" = 1'-0" �" SCALE: 114" =1' 0 ° B7 63 TYP. 2D 66 66 66 66 64 2p 64 66 66 66 66 63 TYP. 2p 51 74 64 2p C11 52 ao C? M 53 �•. i CORRIDOR : I! ., -3 1, L Cr i« - ,1 , L Yx <2� F r Y - ! 73 - jl�; -< - - - - ,l . _ Y- ID 6.1 ! Cl) : r. rr. r .. ELEVATION 'A' ELEVATION 'B' Al ELEVATION 'C' ELEVATION 'D' 59 35 35 35 59 4 CT 24 35 ID -5.2 TYP. TYP. WOMEN'S TOILET BE 18" HIGH F1 BEHIND SINK SCALE: 1/4" = 1'-0" 1 ° 2 ° 3 4 5 0 6 ° 7 ° 8 0 9 0 _ 10 ° 11 ° 12 - % /mill %' iii R!o. H % T E , , //// % S & DESIGNERS BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 75444 0 8 W W W.SDAPARTNERSH IP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCiRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: 1/4" SCALE INTERIOR ELEVATIONS SHEET NUMBER: ID�3n3 1 1h ft- 0 DESIGNERS BRANDING I STRATEGY I DESIGN �� /% j�j //%/%/% % O O 1 O Vii' j, E /D//// 1 � 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: 1/4" SCALE INTERIOR ELEVATIONS SHEET NUMBER: ID�3m4 1 DESIGNERS BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: 1/4" SCALE INTERIOR ELEVATIONS SHEET NUMBER: ID�3m4 1 r/r/ F/ r D A ARCHITECTS & DESIGNERS BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM I PROJECT NAME: D, z� Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not sccle If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for cnything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: JUICE BAR MILLWORK DETAILS SHEET NUMBER: ID�401 01 P B C D E F 1 0 2 3 4 5 6 0 7 o g 1 0 GLASS DISPLAY CASE ELEVATIONS SCALE: 1-1/2" =1'-0" ACCESS ELECTRICAL FEED WHERE REQUIRED SECTION 'A' GLASS DISPLAY CASE SECTIONS SCALE: 1-112" = V-0" 1 314" f N ' r SOLID WOOD TRIM TO MATCH PL. LAM. VENEER 518" 1/8" LP 3 IPMENT PER GTHENED GL 2" ADJUSTAB THICKNESS C SIGNED BY UFACTURER )ING GLASS C )P AND BOTT :,HET LOCK,1 °SIGNED BY I R DISPLAY CAE OF JUICE BP r MILLWORK' ZIM TO MATCI CABINET DO( =D ALUM WIR KS (ALL LOCI -IKE) SECTION 'B' 0 2 0 3 o 4 o 5 0 6 0 7 o g 0 A" =RED SLIDING GLASS S WITH ALUM TRACK ND BOTTOM AND 'CASE RACHET LOCK WOOD SCRIBE TO I PL. LAM. VENEER WOOD SURROUND TO i PL. LAM. VENEER 7 ALUMINUM SLIDING ( TOP AND BOTTOM 9 10 0 11 0 12 10 11 �� , o . C111141 operps/j//�/rll� %////i ii//// Will i//� �i ///�F /D/� / �i ///i///// �. BRANDING I STRATEGY I DESIGN I 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, icence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION DATE: JANUARY 16, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: ISSUE FOR PERMIT SHEET TITLE: JUICE BAR MILLWORK DETAILS SHEET NUMBER: i E C ° D 0 E ° F 4 F A Q n 4n A 4 4 n J 6 C V lu 1 'I 12 AR C/o/wer/00/1, IS 1111110,11111,11'all BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA: 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: KID'S KLUB MILLWORK SHEET NUMBER: ID�402 LOCATION OF COAT HOOKS. SEE DETAIL D5/ID4.2 i 2'-0" a, Cl) \ VENTS AT SIDE OF CABINET M 2"GROMMET /COMPUTER AND ID CARD READER FoF8-C L-- F8 -B II NOTE: SEE ARCH. AND ELEC. PLANS FOR DELAYED EGRESS GATE HARDWARE AND RELEASE BUTTON LOCATIONS. D1 -B 8,-8„ - KID'S KLUB MILLWORK PLAN C5d. 2'-0" 4'-8" 2'-0" V-3" SCALE: i 518" GYP, BD. OVER 3 5/8" - METAL STUDS BY G.C. N 5/8" GYP. BD. OVER 3 5/8" METAL STUDS 36 MIN. ADA L LP LP LP DUPLEX OUTLET AND 46 6.0.. 6 6 2 DATA. COORD. W/ ARCH. F8 F AND ELEC. PLANS EQ. EQ. EQ. EQ. EQ. TV WITH WALL MOUNTING BRACKET BY LAF AV VENDOR 0 TV WITH WALL MOUNTING BRACKET BY LAF AV VENDOR. SEE " LOCKABLE ARCH. PLANS FOR ° DOORS AND MOUNTING DETAIL. PROVIDE 1/2" DRAWERS TYP. 0 0 0 PLYWOOD BACKING 30' MIN. ADA \ BELOW 518" GYP. KNEESPACE o ` BD. AT SHELF AND co M ALL CORNERS TO BACK WALL LP BE BULLNOSE, NO 2 2" 2" SHARP EDGES ALL CORNERS TO BE BULLNOSE, NO 2 PRONG S.S. COAT WALL BASE PER N SHARP EDGES HOOKS, TI'P. Nil SCHEDULEo FINISH FLOOR COUNTER SUNK VERIFY ELECTRICAL AND 7L 7P —� S.S. WOOD SCREWS, TYP. ELEVATION 'A' DATA/PHONE OUTLETS CPU STORAGE AT / AND ELEC. TYP. ARCH. 4" BASE ELEVATION A SECTION B 0 F- F5 B F1 -B LP LP F1 -A LP LPF5 A TV SURROUND COAT HO�KDETAIL -- -- 2 6 2 6 D1 SCALE: SCALE: STRIKE SIDE HINGE SIDE M (D co / LP — 36" 2 LP E�j1 2 40" CLR. OPENING FOR GATE WITH MAGNETIC LOCK MILLWORK CAP BY _ 38" CLR. OPEINING FOR GATE WITHOUT MAGNETIC LOCK 118- VENDOR VARIES SECTION 'C' LP Nco 6 VARIES PONY WALL BEYOND ELEVATION 'B' BLACK T DETAIL'D' -MOLDING EDGE SCALE 6" =1'-0" I l LP 6 2'-6" 1 1' 0" COUNTER TOP LP FI -D LP 2 jz: 12 COUNTER GATE F8-E �z U MILLWORK PONY WALL F1 C F1 C STRIKE PLATE M o BY MILLWORK VENDOR 6' i a'(MUST LINE UP W/ N (PROVIDE SUPPORTS LP MAGNETIC LOCK AND ANCHOR TO SLAB LP2 1 LP q N PER ARCH. DRAWINGS.) LP 6 1/2" 6 M s 11/4" REVEAL T-0" WIDE X 1-3/4"MAGNETIC LOCK WHITE MELAMINE THICK, P -LAM GATE WHERE OCCURS Lp N INTERIOR, TYP. W/ SPRING HINGE ON J BLACK ADULT SIDE. PREP G.C. WALL. SEE ARCH. LP C14 T MOLDING EDGE GATE AS REQUIRED DWGS. FOR BLOCKING BASE, BOTH `, LP FOR HARDWARE REQUIREMENTS SIDES ADJ. SHELF 6 POWER CORD N Ll P N LP 6 3 REVEAL AND SECTION'A' SECTION'B' SECTION 'C' BELOW COUNTER "v 1 SECTION 'A' SECTION 'B'DETAIL it E' TYP. fi SCALE 6.. _ ��-0.. 1 LP ,E1 2 DETAIL GATE SECTION SCALE 6"=1'-0" PONY WALL SECTION KID'S KLUB DETAILS �sc R F8 DETAIL'F' CWORKING OUNTER ALE: SCALE: 1-112" =1' 0" SCALE: 314" = V-0" U.N.O. SCALE 6" =1'-0" J 6 C V lu 1 'I 12 AR C/o/wer/00/1, IS 1111110,11111,11'all BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA: 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: KID'S KLUB MILLWORK SHEET NUMBER: ID�402 ° 1 2 ° 3 4 5 6 ° 7 ° 8 ° 9 ° 10 ° 11 ° 12 *HT LOCATION 30": FREEWEIGHTS 611 : AT CIRCUIT TRAINING, SPECIAL EXERCISE, CARDIOVASCULAR, SALES, & CORRIDORS 18": AT PERSONAL TRAINING NOTE: CARPET SKIRT AT EXPOSED STRUCTURAL COLUMNS WITH ROUNDED EDGES TO HAVE FABRIC WELT EDGING D/V ICUCn Al 1 IRAIAII IRA " P RAnl n B b ANCHOR ALUMINUM o� STOREFRONT FRAME TO WALL F PER ARCHITECTURAL DRAWINGS. iv SEE ARCHITECTURAL DRAWINGS FOR FRAME TO WALL DETAIL. I � 6114" A M E N WOMEN C' 1" CHECKED BY: 6-1/4" TEXT HEIGHT TECHNICBOLD FONT, VERIFY PLACEMENT OF "MEN" AND "WOMEN" WITH PLAN 6" CURB, EXTEND BASE AS SECTIONA' SCHEDULED OVER TOP AND MEZZANINE EDGE 1 / ELEVATI0N RETURN TO GLASS i WHERE OCCURS ART GRAPHIC PANEL SECTION'S' WET ENTRY TO LOCKER ROOMS WSCILE: RPET EDGE DETAIL FSCALE: 3/4" =1'-0" SCALE: 3/8" =1' 0" U.N.O. NO SCALE 1 ° 2 3 ° 4 ° 5 0 6 ° 7 0 8 ° 9 0 10 ° 11 ° 12 °� /moi/o O /iii��/ %j iDp // AW L // ///% oG� y H iii /p/11%, e /ai 1% %we I ry D//�/,G !ii// 'Laii BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM I PROJECT NAME: Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: DETAILS SHEET NUMBER: IDs500 r 1 2 ° 3 4 5 ° 6 ° 7 ° 8 ° 9 ° 10 ° 11 ° 12 WALL BEYOND 518" "MOLD TOUGH" GYP. BD. w/ SOUND SS -1 ' ATTENUATION BATTS OVER MTL STUD FRAMING = } r '~~ : ` INTEGRAL BOWL w/ OVERFLOW DRAIN, COUNTER -MOUNTED SOAP CONTINUED TO UNDERSIDE OF DECK ABOVE RE: O° --. ; CD 5/8 MOLD TOUGH GYP. BD. w/ CONT. VAPOR MANUFACTURED BY RANDAL RETAIL. DISPENSER WALL TYPES FOR ADD'L J Zo D-1 = H TOTAL MEN'S LOCKEROOM 7'-0" 2'-6" V-6" 3 BENCHES WOMEN'S LOCKEROOM f 2'-6" V-6" 3 BENCHES BEVEL PLYWOOD e 12' X 3" S.S. ANGLE ~ g BARRIER w/ SOUND THERMAL BATTS OVER G-90 coIRROR BACKING AT - /4 F EDGES; PAINT BLACK SCHEDULED LIGHT `o FIXTURE BEYOND `�' TO FLOOR AND BENCH e LEG W/ S.S. SCREWS 6" SAND -BLASTED GLASS �� u- LAF-4 COUNTERSUNK FLUSH j MTL STUD FRAMING CONTINUED TO UNDERSIDE W/ S.S. ANGLE #4 FINISH. REFER TO ID 6.1 = CID r L�0000 DETAIL'A' ELEVATION'B' DETAIL'D' - LIGHT FIXTURE DETAIL'E' , i SCALE: 3" =1'-0" OF DECK ABOVE, RE: WALL TYPES FOR r LIGHT FIXTURE TYPE "E1", TOP & BOTTOM OF MIRROR BOX DETAIL HOLLMAN BENCH ' ' ` CROWN MOULDING DETAIL F1 F4 _ , q F" F 11 ADDITIONAL INFO. N SCALE: 1" - 1' 0" U.N.O. _ SCALE: 1/2 -1 0 SCALE: 3" =1' 0" MIRROR BOX, RE: RCP FOR ADDITIONAL INFO. ° 1 ° 2 ° 3 0 4 0 5 ° 6 ° 7 ° 8 ° 9 0 10 ° 11 ° 12 LIGHT FIXTURE SHOULD NOT BE VISIBLE IN PLAIN VIEW FROM ALL SIDES ' ` MIRROR w/ POLISHED ALUMINUM J -CHANNEL Zo D-1 = H TOTAL MEN'S LOCKEROOM 7'-0" 2'-6" V-6" 3 BENCHES WOMEN'S LOCKEROOM LOCKERS BELOW 2'-6" V-6" 3 BENCHES BEVEL PLYWOOD e 12' X 3" S.S. ANGLE g MIRROR BOX WHERE OCCURS LOCATION OF OVERFLOW DRAIN, COORD. LOCATION w/ MODESTY PANEL BELOW MIRROR w/ BEVELED PLYWOOD BACKING, ' ,i ,: SLID SURFACE COUNTERTOP w/ NO EQ. EQ. ANCHOR TO METAL STUD FRAMING w/ "Z -CLIPS" GFCI OUTLET, LOCATED E.S. OF COUNTER & DIP EDGE &INTEGRAL COVED SIDE & 4'-0" MAX. (T-6" MIN) I ~ CENTERED ON MOSAIC TILE BAND, RE: ELEC. B CKSPLASH w/ 1/4" RADIUSED CORNERS TO CENTERL NE OF SINKS A MIRROR w/ POLISHED ALUMINUM J -CHANNEL DWGS FOR ADDITIONAL INFO. SS 1 1` PROVIDE FIRE -RETARDANT TREATED PLYWOOD i '. o / BLOCKING FOR MIRROR BOX AS REQ'D~ ~ q LEV'B C? r o 0 2112" GROMMET PLAN' ' OWNER PROVIDED & INSTALLED PAPER TOWEL GFCI OUTLET LOCATED ON WALL BEYOND, RE: DISPENSER, PROVIDE FIRE -RETARDANT ELECTRICAL DWGS FOR ADDITIONAL INFO. GFCI OUTLET LOCATED ON WALL BEYOND, RE: 1 TREATED PLYWOOD BLOCKING AS REQ'D. 61 F1 / PROVIDE GFCI \, HANDS-FREE FAUCET, PROVIDE (1) OUTLET PER ' ELECTRICAL DWGS FOR ADDITIONAL INFO. MOUNTING HEIGHT TO COMPLY w/ ADA, TYP. - OUTLET AT ii (2) FAUCETS r ABOVE -COUNTER OUTLETS FOR GUEST ' BETWEEN EVERY " DEVICES, BELOW -CO 'ER OUTLETS FOR LAF " OTHER PAIR OF ' 2'-0" 2" SS 1 INTEGRAL SOLID SURFACE BOWL w/ ' 2'-0" 2" DEVICES, SS 1 SOLID SURFACE COUNTERTOP w/ NO OVERFLOW DRAIN, COLOR TO MATCH COUNTERTOP.DRIP-EDGE & f 1 : LAVATORIES, RE: 1' 4" / 8" SS -1 SOLID SURFACE COUNTERTOP W/ BACKSPLASH INTEGRAL 1E/4" RADIUSED COVED SED CORNERS 2'4" ID DRAWINGS CIO INTEGRAL COVED SIDE & BACKSPLASH w/ 1/4" o / FOR ADDITIONAL r \ _ — INFO. SOLID SURFACE COUNTERTOP w/ NO RADIUSED CORNERS IF - DRIP -EDGE &INTEGRAL COVED SIDE & o0 _" ~ - o_ FFF BACKSPLASH w/ 1/4" RADIUSED CORNERS r : ®, "' ~ 3/4" MARINE GRADE PLYWD SUBTOP ( MIRROR BOX w/ 3/4 MARINE GRADE PL NOOD SUBTOP iv = 3/4" MARINE GRADE PLYWOOD SUBTOP �„ N 1/4" REVEAL MIRROR &SAND j J a, = BLASTED GLASS F' 114" REVEAL % SS 1 5" SOLID SURFAC APRON I I TO BE CENTERED -" 1/4" REVEAL OVER SINK S / 314" MARINE GRADE PLYWOOD � o SS -1 5 SOLID SURFACE APRON SS -1 OLID SURF APRON 5.. ✓ COUNTER 3/4' MARINE GRADE PLYWOOD r a,FIRE-RETARDANTI MOUNTED SOAP CONTINUOUS 2x4 TREA TED I BLOCKING MECHANICALLY FASTENED TO co - o WD CONT, 2"x4" FIRE RETARDANT TREATED WD f o ° = STUDS EQ. E I DISPENSER ALL 3/4 MARINE GRADE PLYWOOD BOBRICK B-822 = BLOCKING MECHANICALLY FASTENED TO STUDS 1 - C'" % I I o \ OFF SET P -TRAP BY MILLWORKER CONT. 2"x4" FIRE RETARDANT TREATED WD = w FREE BLOCKING MECHANICALLY FASTENED TO STUDS = r __ a - 1 1/2" DIA HOLE IN GUSSET FOR HANDS "~~ w OFF -SET P -TRAP r ' M N 1 314" RE MANAGEMENT, COORD. N ( - 1 314 ~' o LOCATIONS w/ OUTLETS SS 1 11/2" DIA. HOLE IN GUSSET FOR HANDS-FREE _ LP -3 1/2"x1'-6" P -LAMA SKIRT PANEL w/ BLACK _ , FAUCET WIRE MANAGEMENT, COORD. �? EDGE BAND MOUNTED TO 314" GUSSET, RE: N Z - N N N LOCATIONS w/ OUTLETS t r / _, N ~ l2"x1' 6" P LAM SKIRT PANEL wl BLACK B ~ DA / r, ELEVATION FOR ADDITIONAL INFO. '' `�' EDGE BAND MOUNTED TO 3/4" GUSSET, RE: N M l[) N / .. I: ! r LEARANCE N - I •• _ ELEVATION FOR ADDITIONAL INFO f I LP -3 1/2"x1'-6" P -LAM SKIRT PANEL w/ BLACK -~ o COORD OUTLET N EDGE BAND MOUNTED TO 314" GUSSET, RE: " o z r ' N _ AT WALL BEYOND o z ELEVATION FOR ADDITIONAL INFO. q z ER -COUNTER OUTLET FOR AUTO -FAUCETS, H. AND TILE FLOOR & TILE BASE, RE: ID DWGS FOR UNDER -COUNTER \ / W/ARC UNDER -COUNTER OUTLET FOR AUTO o� / RE: SHEET 12.0 FOR ADD'L INFO ELEC. ADDITIONAL INFO. FAUCETS,. RE. SHEET 6:0 FOR ADD'L INFO +: TILE BASE PER • " ' TILE FLOOR &TILE BASE RE. ID DWGS FOR � ; . < . .. , , , , , , . CONT 314 MARINE GRADE PLYWOOD PTD BLACK 4-0 MAX. 3'-6"MIN SCHEDULE n _., ....,:. TO STUDS IN LIEU ` ." ELEVA I N B • :.: , .- . ADDITIONAL INFO. °.- 3 ; �, , - , >, , ,, , , � -, >: CONT. 3/4 MARINE GRADE PLYWOOD PTD BLACK °' .: _ � • ; . „ ; � TO CENTERLINE OF SINKS &MECHANICALLY FASTENED � D4 CONT. 3/4" MARINE GRADE PLYWOOD PTD BLACK & MECHANICALLY FASTENED TO STUDS IN LIEU OF CONCEALED BLOCKING 1 SINK SECTION - AT LOCKER ROOMS & MECHANICALLY FASTENED TO STUDS IN LIEU VANITY SECTION @ LOCKER ROOMS OF CONCEALED BLOCKING SINK SECTION @TOILET ROOMS TILE FLOOR& TILE BASE, RE: ID DWGS FOR WSC: I K ELEVATION OF CONCEALED BLOCKING SCALE: 1" = 1' 0" NOTHISETAFR FINISHREFERENCE ONLY, 64 SCALE: 1" = 1' 0" NOTE: THIS DETAIL IS FOR FINISH REFERENCE ONLY, `r SCALE: 1" = 1' 0" NOTE: THIS DETAIL IS FOR FINISH REFERENCE ONLYADDITIONAL INFO. AL, : 1/2" =1' 0" NOTE: THIS DETAIL IS FOR FINISH REFERENCE ONLY, SEE ARCH. PLANS FOR ADDITIONAL INFORMATION SEE ARCH. PLANS FOR ADDITIONAL INFORMATION SEE ARCH. PLANS FOR ADDITIONAL INFORMATION SEE ARCH. PLANS FOR ADDITIONAL INFORMATION ° SS SOLID SURFACE COUNTERTOP w/ NO DRIP LIGHT FIXTURE BY PROVIDED BY — LIGHT FIXTURE BY PROVIDED BY EDGE & INTEGRAL COVED SIDE & BACKSPLASH LAF, G.C. INSTALLED. SEE ARCH LAF, G.C. INSTALLED. SEE ARCH 112" ALUMINUM ANGLE TRIM PIECE OVER w/ 1/4" RADIUSED CORNERS AND ELEC. DRAWINGS FOR AND ELEC. DRAWINGS FOR A WALL COVERING AT TOP OF GROOMING _ 3/4" MARINE GRADE PLYWOOD LOCATIONS. LOCATIONS. WALL, TYP, AT ALL SIDES. MITER TRIM AT "' SUBTOP BEYOND CROWN MOULDING AT CROWN MOULDING A! CROWN MOULDING AT CORNERS. LOCKER ROOMS ONLY, F11 LOCKER ROOMS ONLY LOCKER ROOMS ONLY, 1/4" REVEAL NOT USED AT UNISEX 2 1/2" NOT USED AT UNISEX21/2" NOT USED AT UNISEX TOILET LOCKER. — TOILET LOCKER. TOILET LOCKER. SS-� 5" APRON / \ 2,_0. 2„ LP M _ Cl) C 21/2" GROMMET FOR HAIR DRYER o: o SLOPED 1/2"x1' 6" P LAM SKIRT PANEL W/ BLACK \ \ / / i EDGE BAND MOUNTED TO 314" GUSSET N I N SS 1 ;7 - SOLID SURFACE COUNTERTOP 3/4"x 314" HARDWOOD MOUNTING STRIP N , o w/ INTEGRAL COVED SIDE & BACKSPLASH D4_g GLUED & MECHANICALLY FASTENED TO COAT ROD RECESSED COAT ROD B4 w/ 1/4" RADIUSED CORNERS of o EA. SIDE OF GUSSET BEYOND o NUMBER DISC, WINGED WINGED ID 5.1 J '� _ HOOKS SATIN CHROME HOOKS U 118" GAP BETWEEN PANELS � 20" 15" N FINISH ° N A Lu z �_ 20" 15' v U-1 `" - 314" MARINE GRADE PLYWOOD GUSSET w CONTINUOUS MIRROR N N ° ° BEYOND, 4' 0" O.C. MAX., CENTER RECESSED LU BETWEEN SINKS NUMBER DISC, - - 118' 11/16'' SATIN CHROME N 6" V-6" FINISH �, ALMOND N ALMOND 5/8" GYP. BD. OVER MTL STUD FRAMING, OVAL HEAD SLOTTED STAINLESS MELAMINE MELAMINE ° RE: ARCH ITECTURAL PLANS =' SCRE INS w/ STAINLESS WASHERS INTERIOR - PLAIN S NLOCKER - INTERIOR - C? Cl) PLAIN SLICED 00 0 CHERRY HOLLMAN LOCKER ALL VENEER WOOD o PLAIN SLICED `= SHELVES, N = N I o FASTEN ANGLE AT TOP SIDE. CHERRY WOOD FLUSH - VENEER 24 2MM PVC EDGE ELEVATION 'A' CONT. 3/4" MARINE GRADE PLYWOOD PTD BLACK O O BAND O i & MECHANICALLY FASTENED TO STUDS IN LIEU 2MM PVC _ / 112" ALUMI MANGLE TRI OF CONCEALED BLOCKING ° EDGE INTERNATIONAL ° ADJ. SHELF AT 04 PIECEr;. "� - .; BAND SYMBOL OF LOCKERIBL E ACCESSIBILTITY 2' WALL CO RING i G' 3/4"x 314" HARDWOOD MOUNTING STRIP HIGH SECURITY PROVIDED AND ICALLY FASTENED TO EA PADLOCK HASP INSTALLED BY G C SIDE GUSSET 2 X 4'S ON 2' OF F9 PLYWOOD (BY X 4'S N 1i F9 ADA ACCESSIBLE 0 D MIRROR " 3/4" MARINE GRADE PLYWOOD GUSSET INSTALLERS) Cl) BEYOND, 4'-0" O.C. MAX., CENTER LOCKER HASP W/ PLYWOOD BY BETWEEN SINKS LEVER OPERATED INSTALLERS) HARDWARE OR EQ. d 3" SECTION 'A' 11/2" )IA. HOLE IN GUSSET FOR HANDS-FREE FAUCET WIRE MANAGEMENT, COORD. FRONT ELEVATION: SECTION VIEW: FRONT ELEVATION (NO DOOR): FONT ELEVATION: ACCESSIBLE SECTION VIEW: ACCESSIBLE SEE FRONT ELEVATION (NO DOOR): ACCESSIBLE 7. LOCATIONS w/ OUTLETS STANDARD LOCKER STANDARD LOCKER STANDARD LOCKER S E FLOOR PLANS FOR LOCATIONS FLOOR PLANS FOR LOCATIONS SEE FLOOR PLANS FOR LOCATIONS SECTION'S' 11 LPA STANDARD LOCKER ACCESSIBLE LOCKER SLOP :D 1/2"x1'-6" P -LAM SKIRT PANEL w/ VANITY AT GROOMING VANITY APRON DETAIL SLAC ,EDGE BAND LOCKER DETAIL D1 SCALE: 1"D4 SCALE: 1-1/2" = V-0" OVAL HEAD SLOTTED STAINLESS D 7 SCALE: SCREWS w/ STAINLESS WASHERS ° D-1 WHITE, UNBLEACHED OAK WOOD FRAME STAIN TO CROSS SUPPORT MATCH LOCKERS. 2'•3 718" 25112" 14 4 CROWN MOLDING 1 1/4" T SOLID SURFACE T/I/ SS -2 CV 4S - E N" P -LAM FRAME LP -7 I N 0 ao - M BEVEL PLYWOOD MIRROR \ w BACKING AT EDGES, PAINT 11/4" RADIUS TYP. BLACK \ MIRROR BEVEL L J @ ALL CORNERS. SECTION 'A' — DETAIL'C' PLAN 'A' EASED EDGE W/ 28" SCALE: HALF RADIUS fl TOP � D-1 1 H TOTAL MEN'S LOCKEROOM 7'-0" 2'-6" V-6" 3 BENCHES WOMEN'S LOCKEROOM LOCKERS BELOW 2'-6" V-6" 3 BENCHES BEVEL PLYWOOD 251/2" EDGE NOTE: RADIUS THE EDGING ON TILE OAK WOOD FRAME E UNDERNEATH LOCKERS BIRCH CROWN MOLDING ABOVE LOCKER D CLOSER PANEL TOROOM WHERE OCCURS STAIN TO MATCH -- CONCEAL LIGHT D STAIN TO MATCH LOCKERS. LOCKERS. FIXTURE -- SECTION 'D' DETAIL'B' ° 6" OF SAND BLASTED 1.0 GLASS HOLD FRAMING FRONT ELEVATION 'B' 1 BELOW SAND BLASTING 4" M SCHEDULED LIGHT FIXTURE BEYOND LIGHT D-2 1"x2" CLAMPS TO WALL FIXTURE (TOTAL OF 4) - MIRROR 0 Z _ LOCATION D-1 D-2 H TOTAL MEN'S LOCKEROOM 7'-0" 2'-6" V-6" 3 BENCHES WOMEN'S LOCKEROOM 6'-0" 2'-6" V-6" 3 BENCHES !"REVEAL 1 112" CHAMFER EACH LOCKER / CABINET ABOVE LEG TO ACCEPT `n S.S. ANGLE loe 211 1/0/1166[//�/// i�i/y.% � � dpi R iii e y �yia0/ °i// iii, BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: op ny Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA: 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: DETAILS SHEET NUMBER: ID�501 -LAM FRAME LP 7 NOTE: ALL BENCHES BY HOLLMAN,TO BE INCLUDED IN G.C. CONTRACT. 4P BENCHES TO ALIGN WITH LOCKERS. BEVEL PLYWOOD e 12' X 3" S.S. ANGLE g coIRROR BACKING AT - SIDE ELEVATION 'C' _ @ EACH END LEG ANCHOR F EDGES; PAINT BLACK SCHEDULED LIGHT `o FIXTURE BEYOND `�' TO FLOOR AND BENCH e LEG W/ S.S. SCREWS = �� u- LAF-4 COUNTERSUNK FLUSH W/ S.S. ANGLE #4 FINISH. REFER TO ID 6.1 L�0000 DETAIL'A' ELEVATION'B' DETAIL'D' - LIGHT FIXTURE DETAIL'E' SCALE: 3" =1'-0" SCALE: 3" = V-0" MIRROR BOX DETAIL HOLLMAN BENCH LOCKER BASE CROWN MOULDING DETAIL F1 F4 _ , q F" F 11 SCALE: 1" - 1' 0" U.N.O. _ SCALE: 1/2 -1 0 SCALE: 3" =1' 0" Sc ° 1 ° 2 ° 3 0 4 0 5 ° 6 ° 7 ° 8 ° 9 0 10 ° 11 ° 12 1/0/1166[//�/// i�i/y.% � � dpi R iii e y �yia0/ °i// iii, BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: op ny Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA: 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: DETAILS SHEET NUMBER: ID�501 Ile 1/0/1166[//�/// i�i/y.% � � dpi R iii e y �yia0/ °i// iii, BRANDING I STRATEGY I DESIGN 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 WWW.SDAPARTNERSHIP.COM PROJECT NAME: op ny Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA: 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: DETAILS SHEET NUMBER: ID�501 I_1 0 B C 0 0 E F 1 2 3 4 N7 0 ROOM FINISH SCHEDULE MARK MATERIAL FLOOR BASE WALL MATERIAL PAINT FINISH WAINSCOT CEILING INSTALLED BY REMARKS C-1 CARPET PACIFICREST MILLS CUSTOM' -BLACK DUPONT DYED NYLON 2 & 3 PLY SPC3254 HH67214U30 OWNER G.C. GLUE -DOWN INSTALLATION- GENERAL CPT PATTERN REPEAT: 16"X22" C-2 CARPET PLAY TIME CUSTOM' -KID'S KLUB PRINTED CARPET OVER 1-1/2 " FOAM - VENDOR VENDOR SUPPLIED AND INSTALLED BY VENDOR KID'S KLUB CARPET C-3 ENTRY MAT GRAND ENTRANCE PEDIMAT CARPET INSERTS - GRAPHITE 932 _ W _ G.C. G.C. RECESSED ALUMINUM VINYL NOT ROLLED UP W/ RIDGE BACK AND NYLON CARPET INSERT ACT -1 ACOUSTICAL CEILING TILE, 2'X4' ARMSTRONG 'SECOND LOOK II' - 2767B G.C. G.C. J ACT -2 ACOUSTICAL CEILING TILE, 2'X4' ARMSTRONG = - 00 G.C. G.C. WATER RESISTANT ACT -3 ULTIMA PLANK CEILING TILE ARMSTRONG J FINE TEXTURE a J ¢ @ FAN WELLS a PLASTIC LAMINATE a GRAPHITE NEBULA TEXTURED 4623-60 VENDOR VENDOR :DZ Q J Q NEVAMAR J Q TEXTURED Q >a > Q KIDS CLUB MILLWORK Q PLASTIC LAMINATE Q 'OILED CHERRY' J Q Q VENDOR J Q Z_ PLASTIC LAMINATE WILSONART 'WILD CHERRY' MATTE -FINISH - VENDOR VENDOR LP -3 ALTERNATE LP -4 PLASTIC LAMINATE WILSONART EVENING TIGRIS MATTE -FINISH 4674-60 VENDOR VENDOR MILLWORK ACCENT LP -5 PLASTIC LAMINATE WILSONART GREEN TIGRIS - 4667-60 VENDOR VENDOR SALES PARTITIONS LP -6 PLASTIC LAMINATE U SAFFRON TIGRIS - 4673-60 ? VENDOR KID'S CLUB MILLWORK LP -7 _ WILSONART BLACK ~O 1595-60 VENDOR VENDOR MILLWORK BASE, ACCENT iY U W W P -2A W Of U) FLAT 40YY 75/084 zO GENERAL CEILING AND HIGH SOFFIT PAINT P -2D 00 GLIDDEN PROFESSIONAL SEED PEARL (#A0067) Z Q 40YY 75/084 G.C. G.C. ® P -2E Q ® W Q G.C. W Q Q W SUMMER BUTTERFLY (#A0876) SEMI -GLOSS 60YY 83/156 LL 2 L_ z W W 3: Z W U) G.C. Z W U) PAINT GLIDDEN PROFESSIONAL NOBLE GREY (#A2002) EGGSHELL 30BB 10/019 101 MAIN ENTRANCE 2 P-11 C 17 - BRILLIANCE (#A0689) 40 31/40 40 - 70 70 70 - GLIDDEN PROFESSIONAL KINGS TREASURE (# A1491) - 55 71 - LAF LOGO @ BASKETBALL COURT 102 RECEPTION 2 TOASTY GREY(#A1851) 16/17 30YY 51/098 31/40 31/40 ACCENT COLOR AT HIGH SOFFITS & CEILINGS P-1 3D 70 70 - EPDXY ENAMEL 30YY 51/098 G.C. G.C. 54/55 72/71 PAINT PLASTIC LAMINATE @ RECEPTION DESK 103 SALES AREA 2/10 - 24 G.C. ACCENT WALL AND LOW SOFFIT COLOR - 31/40 31 - - 70 70 - - - P -19C PAINT 54/55 72/71 ` - 104 KIDS KLUB ENTRY 9 ` 25 GLIDDEN PROFESSIONAL 31 31/40 - - 69 69 OR EQUIVALENT WHITE GLOSS ENAMEL - - GLIDDEN PROFESSIONAL PLATEAU GREY (#A1854) FLAT 54 72 ` ACCENT COLOR AT HIGH SOFFITS & CEILINGS P -27E 105 INFANTS 9 - 25 40YY 20/081 31 31 ACCENT WALLS, SOFFITS AND GRAPHIC FRAMES - 69 69 PLATEAU GREY (#A1854) ` - 40YY 20/081 G.C. G.C. ACCENT COLOR AT WET AREAS 54 72 ` SADDLE TAN (#A0565) FLAT 106 KIDS KLUB 9/13 G.C. 25 P -29B 31 31 31/40 31 69 69 69 69 - - - - SADDLE TAN (#A0565) 54 72 - G.C. G.C. 107 ADULT UNISEX 9 - 21 EGGSHELL 32 32 32 32 68 68 68 68 50 50 50 50 G.C. 58 72 - FRP PANELS 48" HIGH AT ALL WALLS 108 KIDS UNISEX 9 21 G.C. 32 32 32 32 68 68 68 68 50 50 50 50 P -34D 58 72 - FRP PANELS 48" HIGH AT ALL WALLS 109 JUICE BAR 4 G.C. 18 P -35A 31 31 31 31 68 68 68 68 ACCENT COLOR AT HIGH SOFFITS & CEILINGS P -35D 50 50 CAMELCOAT (#A1817) 58/55 72/68 20YY 43/200 FRP PANELS 8'-0" HIGH AT WET WALLS 110 DRY STORAGE 4 GLIDDEN PROFESSIONAL 18 EGGSHELL 31 31 31 31 68 68 68 68 50 SEMI -GLOSS 50 50 G.C. 58 72 - FRP PANELS 8'-0" HIGH AT WET WALLS 111 STORAGE 5 - 22 G.C. 31 31 31 31 70 70 70 70 - G.C. KID'S KLUB AT ACCENT WALLS - PRIMER AT ART GRAPHICS 62 71 PRIMER R-35, PRO -935 112 CARDIO 10 - 24 31/40 - - - 70 - 54/55 72/71 ` REFER TO SPECS FOR MIRROR: M-1 113 CIRCUIT 10 _ 24 - - - 31 31 - - 70 70 - POLISH 4 SIDES; INSTALL 72" VERT. AND 100" HOR. (U.N.0) 54/55 72/71 - 'ORBIT' CONNECTION TEXTURE 114 STRETCHING 10 - 30 SS -1 31/40 - - 31 70 - VENDOR 70 LAVATORY TOPS, NO DRIP FRONT EDGE, INTEGRAL COLOR SINKS. SEE GEN. NOTE #10 BELOW FOR MORE INFORMATION. - SOLID SURFACE MATERIAL LG METEOR 54/55 72/71 ` G.C. 115 AEROBICS 1 - 23 METEOR 31 31 31/40 31 70 70 70 70 48 48 - H8692 54/55 72/71 - SV -2 116 FIRE RISER 5 - 22 - 31 31 31 31 70 70 70 70 CDRM-50-50 G.C. G.C. REVEAL AT ACCENT WALLS 62 71 JOHNSONITE BLACK - 117 STORAGE 5 - 22 - 31 31 31 31 70 70 70 70 - - - JOHNSONITE 'BLACK' 62 71 EGXXL G.C. G.C. 118 FREE WEIGHTS 11 JOHNSONITE 26 - 31 31 - 31 70 70 - 70 48 48 48 G.C. 54/55 72/71 - VINYL BASE ARMSTRONG 119 ELEC. EQUIPMENT 5 - 22 G.C. 31 31 31 31 70 70 70 70 - G.C. STAIRWELL AND SPINNNG TREADS AND NOSING - CONTRASTING STRIPE WHERE REQUIRED. - VINYL STRINGER BASE 62 71 ` " 120 STORAGE 5 - 22 JOHNSONITE 31 31 31 31 70 70 70 70 VINYL BASE JOHNSONITE BLACK - 62 71 G.C. 2 1/2" VINYL BASE AT SPINNING RISERS AND PLATFORMS 121 BASKETBALL 1 - 23 - 31 31 31/40 31 70 70 70 70 - 62 71 - PAINT BACKBOARD MOUNTING BRACKETS TO WF -1 WOOD FLOORING BY CONTRACTOR 'MAPLE' - DF-207OR G.C. G.C. BASKETBALL AND AEROBICS FLOORING WF -2 WOOD FLOORING BY CONTRACTOR 'MAPLE' - MATH ADJACENT PAINT COLOR 122 TRAINER'S AREA 10 (ALL RACQUETBALL COURTS) 24/30 - 31 31 31 - 70 70 70 - - - - - _ 54/55 72/71 - G.C. USE R/AE 125 (RADIUS) PRODUCT AT CURVED WALLS. 123 AN 5 - 22 31 31 31 31 70 70 70 70 - - - - G.C. 62 71 CONCRETE BY CONTRACTOR - 124 UNISEX RESTROOM 8 ` 19 WITH SEALANT 32 32 32 32 68 68 68 68 47 47 47 47 - 55/63 68 ` - G.C. 125 JANITOR 5 _ 22 PREMIERE SERIES 32 32 32 32 68 68 68 68 50 50 50 50 62 68 FRP (PANELS, MIN. 8 FT HIGH AT WET WALLS 126 VENDING 2 - 17 31 31 31 70 70 70 MANUFACTURERS LIST 55 71 LG Hausys REP: BILL HARRIS (310) 351-6171 (Cell) 127 VESTIBULE 2/8 NEVAMAR REP: LESLIE WORKMAN (800) 264-0778 (X7607) 19 LL 3S STANDARD GE BOULICH 37 31/42 37 31/42 PIONITE REP: LAURA SELLMER (562) 498-3222 LATICRETE REP: RICK COURY (800) 243-4788 PPG REP: JIM FIERRO (800) 245-1217 WILSONART REP: TAMARA TOPPING (562) 370-8636 DRI- (800)348- EK 98 ARMSTRONG NATIONAL ACCOUNTS (800) 442-4212 OPTION #2 Keith Dean 949.474.5343 kdean@pacificrest.com 55 71 ` 128 VESTIBULE 2/8 - 19 37 31/42 37 31/42 - _ 55 71 ` 129 MEN'S DRESSING 8 29 31/42 1 31/42 31/42 31/42 - 55 71 ` 130 MEN'S LOCKER 8 27/29 - 31/42 31/42 31/42 31/42 - - - 54 72 ` 131 WOMEN'S DRESSING 8 29 31/42 31/42 31/42 31/42 - - - - - 55 71 ` 132 WOMEN'S LOCKER 8 27/29 - 31/42 31/42 31/42 31/42 - - - - - ` 55 71 " 133 WOMEN'S RESTROOM 8 19 - 32 32 32 32 68 68 68 68 47 47 47 47 55 68 SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 134 WOMEN'S SAUNA 5/12 - - 32/38 32/38 32/38 32/38 - - 55 60/72 - SAUNA INTERIOR PROVIDED BY VENDOR 135 MEN'S RESTROOM 8 19 32 32 32 32 68 68 68 68 47 47 47 47 55 68 SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 136 MEN'S SHOWER 8 - 19 _ 34/41 34/41 34/41 34/41 47 47 47 47 56/63 SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 137 MEN'S SAUNA 5/12 32/38 32/38 32/38 32/38 55 60/72 SAU JA INTERIOR PROVIDED BY VENDOR 138 WOMEN'S SHOWER 8 - 19 34/41 34/41 34/41 34/41 - 47 47 47 47 56/63 - - SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 139 VESTIBULE 8 20 - 37 32 37 32 68 68 - - 55 68 SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 140 VESTIBULE 8 20 - 37 32 37 32 68 68 - - - 55 68 SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 141 RINSE SHOWER 8 - 19 34/41 34/41 - 34/41 - - - - - 56/63 - SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 142 CHEM. STORAGE 5 22 32 32 32 32 68 68 68 68 50 50 50 50 62 68 FRP PANELS, MIN. 8 FT HIGH AT ALL WALLSSLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 143 25 YARD LAP POOL 8 - 20 _ 32/37 32 32/40 32/40 68 68 68 68 - - - 55 68 _ SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 144 SPA 8 20 32 32 36 68 68 68 - - 55 68 SLOPE FLOOR TO DRAIN, 1/8" PER FOOT, MIN. 145 POOL EQUIP. 5 22 32 32 32 32 68 68 68 68 50 50 50 50 62 68 FRP PANELS, MIN. 8 FT HIGH AT ALL WALLS 146 WATER HEATER 5 - 22 - 32 32 32 32 70 70 70 70 50 50 50 50 62 68 FRP PANELS, MIN. 8 FT HIGH AT ALL WALLS 147 SPINNING 9 22 - 31/40 31 31 31/40 70 70 70 70 48 - - 54/55 72/71 - ROOM FINISH LEGEND NOTES FLOORMATERIAL WALL MATERIAL CEILING MATERIAL 1. ALL WALLS ARE TO BE FINISHED PER THE PROJECT SPECIFICATION MANUAL, SECTION 09250. SEE SHT. 1. WOOD FLOOR SYSTEM 31. GYPSUM BOARD. 54. 2'X4' ACOUSTICAL CEILING PANELS ID -1.2 FOR WALLS TO BE PREPARED FOR ART 2. 12"X12" SLATE TILE 32. MOISTURE RESISTANT GYP. BD. (VERIFY LOCATIONS W/ ARCH. DWGS.) 55. GYPSUM BOARD (MOISTURE RESISTANT WHERE OCCURS PER ARCH. DWGS.) GRAPHICS. 3. ALUMINUM ENTRY MAT W/ CARPET INSERT 33. GYPSUM BOARD WITH TILE BACKER BASE 56. LATH AND PLASTER 4. 8"X8" QUARRY TILE 34. LATH AND PLASTER 57. NOT USED 2. ALL INTERIOR METAL DOORS, FRAMES, AND ACCESS 5. CONCRETE (SMOOTH) 35. CONCRETE BLOCK 58. 2'X4' MOISTURE RESISTANT/WASHABLE PANELS SHALL BE PAINTED THE COLOR OF THE 6. NOT USED 36. GLASS BLOCK ACOUSTICAL CEILING PANEL ADJACENT SURFACE, UNLESS NOTED OR DETAILED 7. CERAMIC TILE 37. LAMINATED GLASS PANELS 59. STAINLESS STEEL OTHERWISE. 8. PORCELAIN TILE 38. SAUNA CEDAR WALLS 60. SAUNA WOOD WALLS 3. ALL WOOD DOORS SHALL BE CLEAR BIRCH WITH A 9. SHEET VINYL WITH SEAM ADHESIVE 39. RACQUETBALL TEMPERED GLASS SYSTEM 61. RACQUETBALL CEILING PANELS STAIN TO MATCH LP -3. CONTRACTOR TO PROVIDE 10. GLUE DOWN CARPET 40. ALUMINUM STOREFRONT AND GLASS SYSTEM 62. EXPOSED STRUCTURE SAMPLE. 11. 3/8" RUBBER FLOORING - BY OWNER 41. CERAMIC TILE 63. CERAMIC TILE 12. RUBBER MAT - DRI DEK 42. VINYL WALL COVERING 64-66. 66. NOT USED 4. IN-"ERIOR STOREFRONT TO BE ANODIZED ALUMINUM. FINISH: 'CLEAR'. 13. CUSTOM CARPET OVER FOAM - BY VENDOR 43. RACQUETBALL PANELS 14. - 15. NOT USED 44. PLASTIC LAMINATE 5. ALL MIRROR EDGES SHALL BE 45. - 46. NOT USED GF.OUND/POLISHED. 6. ALL CABINETS INTERIORS TO BE WHITE BASE MATERIAL WAINSCOT PAINT FINISHES MELAMINE, U.N.O. 7. P INT ALL HVAC GRILLES TO MATCH THE COLOR OF ADJACENT WALLS OR SOFFIT. 16. PLASTIC LAMINATE BASE 47. CERAMIC TILE 67. GLOSS 17. 6" HIGH GUAGED SLATE BASE 48. MIRROR 68. EPDXY 8. FOR INFORMATION ON BOBRICK TOWEL HOOKS AT 18. 5" HIGH COVED QUARRY BASE 49. VINYL WALL COVERING 69. SEMI -GLOSS THE SHOWERS AND POOL SEE THE SPECIFICATION 19. 6" TILE BASE 50. WHITE FIBERGLASS REINFORCED PANELS 70. EGGSHELL MANUAL UNDER ACCESSORY SCHEDULE 20. 17" HIGH WAINSCOT TILE BASE 51. - 53. NOT USED 71. FLAT 9. VERIFY ALL ELECTRICAL AND DATA LOCATIONS 21. 4" HIGH SHEET VINYL WITH WELDED SEAMS AND 72. MANUFACTURERS STANDARD FINISH WITH LAF I.T. PRIOR TO INSTALLING INTEGRAL COVE BASE (3/8" RADIUS) 73.-77. NOT USED 22. 6" HIGH BLACK VINYL COVE BASE PAINT SHEENS ARE AS FOLLOWS. 10. LG SOLID SURFACE INTEGRAL COLOR BOWLS ARE 23. 4" HIGH BLACK VENTED COVE BASE FABRICATED BY RANDAL RETAIL. PLEASE 24. 6" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE 1. ALL WALLS, CEILINGS AND SOFFITS TO BE EGGSHELL FINISH, LINO. CONTACT MIKE KUNERT AT (630) 761-0400 FOR LEAD 25. 4" HIGH VINYL BASE (PURPLE) 2. WALLS AND CEILINGS IN WET AREAS TO BE EPDXY ENAMEL TIME AND PRICING. 26. 30" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE WITH EGGSHELL FINISH. 27. 4" HIGH TILE BASE 3. ALL RAILINGS, KID'S KLUB SURFACES TO BE SEMI -GLOSS. 28. 4" HIGH BLACK VINYL COVE BASE 29. 5" HIGH TILE BASE 30. 18" HIGH CARPET BASE WITH POLISHED ALUMINUM EDGE UNLESS OTHERWISE NOTED ALL ROOMS ARE TO BE PAINTED. 0 1 0 2 0 3 4 0 4� A 7 0 F-1 ;i1 10 11 0 12 FINISH SPECIFICATIONS MARK MATERIAL MANUFACTURER COLOR FINISH SPEC. j,111111611114 NUMBER SUPPLIED BY INSTALLED BY REMARKS C-1 CARPET PACIFICREST MILLS CUSTOM' -BLACK DUPONT DYED NYLON 2 & 3 PLY SPC3254 HH67214U30 OWNER G.C. GLUE -DOWN INSTALLATION- GENERAL CPT PATTERN REPEAT: 16"X22" C-2 CARPET PLAY TIME CUSTOM' -KID'S KLUB PRINTED CARPET OVER 1-1/2 " FOAM - VENDOR VENDOR SUPPLIED AND INSTALLED BY VENDOR KID'S KLUB CARPET C-3 ENTRY MAT GRAND ENTRANCE PEDIMAT CARPET INSERTS - GRAPHITE 932 _ BLACK POWDERCOAT _ G.C. G.C. RECESSED ALUMINUM VINYL NOT ROLLED UP W/ RIDGE BACK AND NYLON CARPET INSERT ACT -1 ACOUSTICAL CEILING TILE, 2'X4' ARMSTRONG 'SECOND LOOK II' - 2767B G.C. G.C. - ACT -2 ACOUSTICAL CEILING TILE, 2'X4' ARMSTRONG 'CLEAN ROOM VL870' - G.C. G.C. WATER RESISTANT ACT -3 ULTIMA PLANK CEILING TILE ARMSTRONG WHITE FINE TEXTURE G.C. G.C. @ FAN WELLS LP -1 PLASTIC LAMINATE WILSONART GRAPHITE NEBULA TEXTURED 4623-60 VENDOR VENDOR -- LP-2 PLASTIC LAMINATE NEVAMAR ROYAL ALLUSION TEXTURED ALV -004T VENDOR VENDOR KIDS CLUB MILLWORK LP -3 PLASTIC LAMINATE PIONITE 'OILED CHERRY' TEXTURED WC421 VENDOR VENDOR MODESTY @ SINKS & GROOMING, GENERAL MILLWORK PLASTIC LAMINATE WILSONART 'WILD CHERRY' MATTE -FINISH - VENDOR VENDOR LP -3 ALTERNATE LP -4 PLASTIC LAMINATE WILSONART EVENING TIGRIS MATTE -FINISH 4674-60 VENDOR VENDOR MILLWORK ACCENT LP -5 PLASTIC LAMINATE WILSONART GREEN TIGRIS - 4667-60 VENDOR VENDOR SALES PARTITIONS LP -6 PLASTIC LAMINATE WILSONART SAFFRON TIGRIS - 4673-60 VENDOR VENDOR KID'S CLUB MILLWORK LP -7 PLASTIC LAMINATE WILSONART BLACK - 1595-60 VENDOR VENDOR MILLWORK BASE, ACCENT P -2A PAINT GLIDDEN PROFESSIONAL SEED PEARL (#A0067) FLAT 40YY 75/084 G.C. G.C. GENERAL CEILING AND HIGH SOFFIT PAINT P -2D PAINT GLIDDEN PROFESSIONAL SEED PEARL (#A0067) EPDXY ENAMEL 40YY 75/084 G.C. G.C. GENERAL CEILING, WALLS AND SOFFIT PAINT AT WET AREAS P -2E PAINT GLIDDEN PROFESSIONAL SEED PEARL (#A0067) EGGSHELL 40YY 75/084 G.C. G.C. GENERAL WALL AND LOW SOFFIT COLOR P-413 PAINT GLIDDEN PROFESSIONAL SUMMER BUTTERFLY (#A0876) SEMI -GLOSS 60YY 83/156 G.C. G.C. GENERAL KID'S KLUB WALLS AND SOFFITS P-513 PAINT GLIDDEN PROFESSIONAL NOBLE GREY (#A2002) SEMI -GLOSS 30BB 10/019 G.C. G.C. HANDRAILS U.N.O., GUARDRAILS, PUNCHING BAG SUPPORTS. P -5E PAINT GLIDDEN PROFESSIONAL NOBLE GREY (#A2002) EGGSHELL 30BB 10/019 G.C. G.C. BETWEEN BASE / MIRROR IN AEROBICS P-11 C PAINT GLIDDEN PROFESSIONAL BRILLIANCE (#A0689) GLOSSY 28YY 63/746 G.C. G.C. LAF LOGO @ BASKETBALL COURT P -12C PAINT GLIDDEN PROFESSIONAL KINGS TREASURE (# A1491) GLOSSY 83BB 07/202 G.C. G.C. LAF LOGO @ BASKETBALL COURT P-1 3A PAINT GLIDDEN PROFESSIONAL TOASTY GREY(#A1851) FLAT 30YY 51/098 G.C. G.C. ACCENT COLOR AT HIGH SOFFITS & CEILINGS P-1 3D PAINT GLIDDEN PROFESSIONAL TOASTY GREY(#A1851) EPDXY ENAMEL 30YY 51/098 G.C. G.C. ACCENT COLOR AT WET AREAS P -13E PAINT GLIDDEN PROFESSIONAL TOASTY GREY(#A1851) EGGSHELL 30YY 51/098 G.C. G.C. ACCENT WALL AND LOW SOFFIT COLOR P -14B NOT USED - - - - - - - P -19C PAINT GLIDDEN PROFESSIONAL 'BLACK' GLOSSY - G.C. G.C. OR EQUIVALENT BLACK GLOSS ENAMEL P -20C PAINT GLIDDEN PROFESSIONAL 'WHITE' GLOSSY G.C. G.C. OR EQUIVALENT WHITE GLOSS ENAMEL P -27A PAINT GLIDDEN PROFESSIONAL PLATEAU GREY (#A1854) FLAT 40YY 20/081 G.C. G.C. ACCENT COLOR AT HIGH SOFFITS & CEILINGS P -27E PAINT GLIDDEN PROFESSIONAL PLATEAU GREY (#A1854) EGGSHELL 40YY 20/081 G.C. G.C. ACCENT WALLS, SOFFITS AND GRAPHIC FRAMES P -27D PAINT GLIDDEN PROFESSIONAL PLATEAU GREY (#A1854) EPDXY ENAMEL 40YY 20/081 G.C. G.C. ACCENT COLOR AT WET AREAS P -29A PAINT GLIDDEN PROFESSIONAL SADDLE TAN (#A0565) FLAT 80YR 32/339 G.C. G.C. ACCENT COLOR AT HIGH SOFFITS & CEILINGS P -29B PAINT GLIDDEN PROFESSIONAL SADDLE TAN (#A0565) SEMI -GLOSS 80YR 32/339 G.C. G.C. ACCENT COLOR @ KI,D'S KLUB WALLS AND LOWER SOFFITS P -29D PAINT GLIDDEN PROFESSIONAL SADDLE TAN (#A0565) EPDXY ENAMEL 80YR 32/339 G.C. G.C. ACCENT COLOR AT WET AREAS P -29E PAINT GLIDDEN PROFESSIONAL SADDLE TAN (#A0565) EGGSHELL 80YR 32/339 G.C. G.C. ACCENT WALL AND LOW SOFFIT COLOR P -32E PAINT GLIDDEN PROFESSIONAL TAWNY BIRCH (#A1816) EGGSHELL 30YY 65/171 G.C. G.C. ACCENT WALL AND LOW SOFFIT COLOR P -32A PAINT GLIDDEN PROFESSIONAL TAWNY BIRCH (#A1816) FLAT 30YY 65/171 G.C. G.C. ACCENT COLOR AT HIGH SOFFITS & CEILINGS P -34E PAINT GLIDDEN PROFESSIONAL MEADOWLARK (#A1838) EGGSHELL 30YY 36/094 G.C. G.C. ACCENT WALL AND LOW SOFFIT COLOR P -34D PAINT GLIDDEN PROFESSIONAL MEADOWLARK (#A1838) EPDXY ENAMEL 30YY 36/094 G.C. G.C. ACCENT COLOR AT WET AREAS P -35A PAINT GLIDDEN PROFESSIONAL CAMELCOAT (#A1817) FLAT 20YY 43/200 G.C. G.C. ACCENT COLOR AT HIGH SOFFITS & CEILINGS P -35D PAINT GLIDDEN PROFESSIONAL CAMELCOAT (#A1817) EPDXY ENAMEL 20YY 43/200 G.C. G.C. ACCENT COLOR AT WET AREAS P -35E PAINT GLIDDEN PROFESSIONAL CAMELCOAT (#A1817) EGGSHELL 20YY 43/200 G.C. G.C. ACCENT WALL AND LOW SOFFIT COLOR P -40B PAINT GLIDDEN PROFESSIONAL LIMEY (#A0887) SEMI -GLOSS 60YY 45/382 G.C. G.C. KID'S KLUB AT ACCENT WALLS P-41 B PAINT GLIDDEN PROFESSIONAL GOLDEN KIWI (#A0886) SEMI -GLOSS 60YY 57/304 G.C. G.C. KID'S KLUB AT ACCENT WALLS P -42B PAINT GLIDDEN PROFESSIONAL PEBBLE DRIFT (#A1378) SEMI -GLOSS 90BG 17/120 G.C. G.C. KID'S KLUB AT ACCENT WALLS P-47 PRIMER AT ART GRAPHICS OMNOVA ROMAN ADHESIVES PROFESSIONAL PRIMER R-35, PRO -935 G.C. G.C. PRIMER @ ALL WALL APPLIED ART GRAPHICS LOCATIONS REFER TO SPECS FOR MIRROR: M-1 MIRROR - 'MIRROR' _ - - _ 1/4" POLISHED PLATE: PROVIDE ALUM. ANGLE AT BOTTOM AND ALL EXPOSED ENDS; BUTT JOINTS MIRROR TO MIRROR; SSHR-1 STAINLESS STEEL HANDRAIL - - - - POLISH 4 SIDES; INSTALL 72" VERT. AND 100" HOR. (U.N.0) WC -1 WALL COVERING GENON - OMNOVA 'ORBIT' CONNECTION TEXTURE W2 -TX -04 G.C. G.C. LOCKER/ DRESSING AREA/LOCKER ENTRY SS -1 SOLID SURFACE MATERIAL LG METEOR HI -MACS GT915 VENDOR VENDOR LAVATORY TOPS, NO DRIP FRONT EDGE, INTEGRAL COLOR SINKS. SEE GEN. NOTE #10 BELOW FOR MORE INFORMATION. SS -2 SOLID SURFACE MATERIAL LG METEOR HI -MACS GT915 G.C. G.C. LOCKER ROOM BENCH TOPS SS -3 SOLID SURFACE MATERIAL LG METEOR H1 -MACS GT915 VENDOR VENDOR RECEPTION DESK, JUICE BAR COUNTERS, TRAINER'S KIOSK SV -1 SHEET VINYL ARMSTRONG 'LITTLE BLACK DRESS' MEDLEY H8692 G.C. G.C. SPINNING FLOOR, TREADS, RISERS & GEN. UTILITY AREAS. SV -2 SHEET VINYL ARMSTRONG 'IT'S MAGIC` MARMORETTE LP528 G.C. G.C. KID'S CLUB R-1 REVEAL MOLDING FRY REGLET 'GUN METAL GREY' REVEAL MOLDING CDRM-50-50 G.C. G.C. REVEAL AT ACCENT WALLS RB -1 VINYL BASE JOHNSONITE BLACK - - G.C. G.C. 6" VINYL BASE RB -2 BREATHING BASE @ 3"X4" JOHNSONITE 'BLACK' - M -900 -BLACK G.C. G.C. BASKETBALL AND AEROBICS BASE RB -3 VINYL EDGING JOHNSONITE 'BLACK' - EGXXL G.C. G.C. MEZZANINE EDGE RB -4 VINYL BASE JOHNSONITE BLACK - G.C. G.C. 4" VINYL BASE IN AV AND STORAGE ROOM RB -5 TRAFFIC TRANSITION JOHNSONITE BLACK - CTA -40-L G.C. G.C. TRANSITION B/W CARPET &RUBBER FLOORING RB -6 VINYL BASE ARMSTRONG PURPLE LAVENDAR - 49 G.C. G.C. 4" VINYL BASE @ KIDS KLUB RB -7 VINYL STAIR TREAD / NOSING JOHNSONITE BLACK " G.C. G.C. STAIRWELL AND SPINNNG TREADS AND NOSING - CONTRASTING STRIPE WHERE REQUIRED. RB -8 VINYL STRINGER BASE JOHNSONITE BLACK - " G.C. G.C. SPINNING 10" WALL BASE AT STAIR. CUT IN FIELD PER MFR. SPECIFICATIONS TO MATCH STAIR PROFILE. RB -9 FLOORING TRANSITION JOHNSONITE BLACK - CTA -40-A G.C. G.C. TRANSITION BETWEEN SLATE TILE AND CARPET RB -10 VINYL BASE JOHNSONITE BLACK - -- G.C. G.C. 2 1/2" VINYL BASE AT SPINNING RISERS AND PLATFORMS RB -11 VINYL STAIR NOSING JOHNSONITE BLACK - VIRCN-40-B G.C. G.C. STAIRWELL AND SPINNING TOP STEP NOSING W/ PLATINUM GRAY CO -EXTRUDED CONTRASTING STRIP WF -1 WOOD FLOORING BY CONTRACTOR 'MAPLE' - DF-207OR G.C. G.C. BASKETBALL AND AEROBICS FLOORING WF -2 WOOD FLOORING BY CONTRACTOR 'MAPLE' - DF-207OR G.C. G.C. (ALL RACQUETBALL COURTS) FW -1 RUBBER FLOORING EVEROLL - - _ OWNER OWNER FREE WEIGHTS MT -1 ALUMINUM TRANSITION TRIM SCHLUTER SYSTEM - _ SCHIENE-AE AE -125 G.C. G.C. USE R/AE 125 (RADIUS) PRODUCT AT CURVED WALLS. RM -1 RUBBER MAT (HONEY COMB MESH) DRI-DEK ALMOND - G.C. G.C. SAUNA FLOOR FRP-1 FIBERGLASS REINFORCED PLASTIC - WHITE - - G.C. G.C. KID'S KLUB RESTROOMS/ WET AREAS/ POOL EQUIP. CONC-1 CONCRETE BY CONTRACTOR - - - G.C. G.C. WITH SEALANT CONC-2 CONCRETE BY CONTRACTOR - TRAFFIC COATING _APPLY G.C. G.C. TRAFFIC COATING AS SPECIFIED IN PROJECT MANUAL SECTION 07180 WV -1 CLEAR BIRCH WOOD VENEER - MEDIUM CHERRY STAIN -WOOD - G.C. G.C. VENEER DOORS PER ARCH. SCHEDULE STAIN TO MATCH LP -3 GB -1 GLASS BLOCK PPG PREMIERE SERIES „ 8 X 8 ESSEX AA G.C. G.C. GLASS BLOCK WALL AROUND SPA, EXTERIOR GLASS BLOCK AT BASKETBALL MANUFACTURERS LIST GENERAL NOTE FOR NATIONAL ACCOUNT: FOR SV -1 & SV -2 PLEASE USE THE LA FITNESS RESERVATION # 7406690 NOTE: REQUEST L.A.F. PRICING ON ALL MATERIALS LG Hausys REP: BILL HARRIS (310) 351-6171 (Cell) DAL -TILE TAMARA GRANDUSKY (415) 776-4435 (415) 290-8302 (CELL) JOHNSONITE REP: ELLEN WREN-UZELAC (323) 876-3801 (323) 876-3802 (F) OMNOVA REP: SHERI BLACK (800) 621-4006 x7440 NEVAMAR REP: LESLIE WORKMAN (800) 264-0778 (X7607) EVER THE FITNE REP: GEO (949) 221-0)80 LL 3S STANDARD GE BOULICH HOLLMAN SANDRA MALLETTE (972) 8154081 GRAND ENTRANCE REP: DONNA DAVIS 408 841-9034 ( ) (408) 828-9373 (CELL) PACIFICREST MILLS LA FITNESS CARPET COORDINATOR:PETER BISSELL GLIDDEN PROFESSIONAL PAINT REP: PEG COLLINS (909) 509-1402 (cell) PIONITE REP: LAURA SELLMER (562) 498-3222 LATICRETE REP: RICK COURY (800) 243-4788 PPG REP: JIM FIERRO (800) 245-1217 WILSONART REP: TAMARA TOPPING (562) 370-8636 DRI- (800)348- EK 98 ARMSTRONG NATIONAL ACCOUNTS (800) 442-4212 OPTION #2 Keith Dean 949.474.5343 kdean@pacificrest.com NI 10 11 12 /j j,111111611114 H E C S �N . / DESIGNERS I BRANDING I STRATEGY I DESIGN I 4 VENTURE SUITE 260 IRVINE CA 92618 TEL: 949 754 0450 FAX: 949 754 0448 W W W.SDAPARTNERSHIP.COM PROJECT NAME: yam. Jacksonville Atlantic Beach PROJECT ADDRESS: 953 Atlantic Blvd. Atlantic Beach, Florida General Notes 1. The design shown on this drawing is the property of SDA, and is not to be used or disclosed, in whole or in part, except in accordance with a contact, licence or agreement in writing with SDA. 2. Do not scale If in doubt contact SDA. 3. Do not duplicate. 4. All dimensions are in inches unless noted otherwise. 5. This drawing is produced for aesthetic Design Intent only, it is based on limited information and generic dimensions, it should not be used for anything other than scheme proposals. 6. This drawing until confirmed by letter is issued in a Preliminary format for discussion. REVISIONS # DATE DESCRIPTION 1 1.27.2012 ADDENDUM #1 DATE: JANUARY 27, 2012 DRAWN BY: SDA CHECKED BY: PROJECT # SCALE: AS NOTED PHASE: REVISION #1 - ADDENDUM #1 SHEET TITLE: FINISH SCHEDULE SHEET NUMBER: ID�6mO 1 I WATER SERVICE CALCULATIONS TAG DESCRIPTION QUANTITY HWFU'S TOTAL HW FIXTURE UNITS (FU'S) CW (WSFU'S) TOTAL CW FIXTURE UNITS (FU'S) we -1 WC -2 WATER CLOSET - PUBLIC 9 NOTES z 10 90 WC 2 WC -3 WATER CLOSET PRIVATE 5 FEET TAG 6 30 L 1 L-2 LAV -PUBLIC 17 1.5 25.5 1.5 25.5 L 2 L-3 LAV PRIVATE 3 .5 1.5 .5 1.5 U-1 U-2 URINAL - PUBLIC 3 NO U- 10 30 WC 1 ELECTRIC WATER COOLER 2 TEMP. INPUT .5 1 MS 1 MOP RECEPTOR (24X24X10) 1 3 3 3 3 SH -1 SH -2 SHOWER VALVE - PUBLIC 18 3 54 3 54 SH 2 SHOWER VALVE - PRIVATE 6 1 6 1 6 HB 1 HOSE BIBB/WALL HYDRANT 1 WALL MOUNTED HAND - 2.5 2.5 HB -1 HB -2 EwaHOSE NFFH BIBB/WALL HYDRANT - EACH ADDITIONAL 13 199,900 10.5" W.C. 1 13 2 ICE MACHINE 1 - - .5 .5 4 3 COMPARTMENT SINK WITH FAUCET 1 3 3 3 3 5 1 COMPARTMENT PREP SINK WITH FAUCET 1 1 1 1 1 6 WALL MOUNTED HAND SINK 1 1 1 1 1 7 MOP SINK 1 3 3 3 3 15 DROP-IN DUMP SINK WITH FAUCET 1 1 1 1 1 22 DROP IN HAND SINK 1 1 1 1 1 26 COFFEE BREWER 1 - SEE BOOK SPEC FOR FIXTURE RE .5 .5 TO HEATERS SHALL POOLEQUIPMENT CONNECTION, BOTTOM _ _ FOR HEATER OPERATION. INSTALL SUMP PUMP PER MANUFACTURERS INSTALLATION REQUIREMENTS. 11 SEE BOOK SPEC FOR FIXTURE RE TOTAL HOT WATER SFU'S, GPM'S & SERVICE PIPE SIZE 105 SFU'S 45 2" TOTAL COLD WATER SFU'S, GPM'S &SERVICE PIPE SIZE 299.5 SFU 104 3" ELBOW, TURNED UP TOTAL SFU'S 305 TOTAL GPM'S 109 PRESSURE IN MAIN 68 PRESSURE REQUIRED AT MOST DEMANDING FIXTURE 20 WATER METER PRESSURE DROP 5 TAP IN MAIN LOSS (3" TAP -120 GPM'S) .30 STATIC HEAD LOSS (36 FT x 0.43) 15.48 LOSS THROUGH 3" BACKFLOW PREVENTER 11.5 SPECIAL FIXTURE LOSS (WATER HEATER) 2.5 FUTURE DEVELOPMENT OF AREA 5 PRESSURE AVAILABLE FOR FRICTION LOSS 8.22 TOTAL EQUIVALENT PIPE LENGTH (LENGTH TO MOST REMOTE FIXTURE X 1.25) 456.25 MAX. FRICTION LOSS (AVAILABLE PRESSURE X 100'/EQUIV. LENGTH) 1.80 GAS UTILITY DISTRIBUTION SYSTEM TAG QTY. DESCRIPTION BTU LOAD (TOTAL) PIPE CONNECTION SIZE RTU -1 1 ROOF TOP UNIT 350,000 3/4" RTU -2 1 ROOF TOP UNIT 350,000 3/4" RTU -3 1 ROOF TOP UNIT 350,000 3/4" RTU -4 1 ROOF TOP UNIT 350,000 3/4" RTU -5 1 ROOF TOP UNIT 350,000 3/4" RTU -6 1 ROOF TOP UNIT 250,000 3/4" RTU -7 1 ROOF TOP UNIT 400,000 3/4" RTU -8 1 ROOF TOP UNIT 80,000 1/2" RTU -9 1 ROOF TOP UNIT 250,000 3/4" RTU -10 1 ROOF TOP UNIT 150,000 1/2" RTU -11 1 ROOF TOP UNIT 200,000 1/2" 2.9 B) FOR FURTHER FIXTURE RE DUH -1 1 ROOF TOP UNIT 225,000 1-1/2" WH -1 3 WATER HEATER 599,700 3/4" 2 POOL HEATER 600,000 SEE POOL EQUIP. DWGS. BFP-2 1 SPA HEATER 199,000 SEE POOL EQUIP. DWGS. TOTAL BTU = 4,703,700 TOTAL DEVELOPED LENGTH OF PIPE = 353'-0" NO 1. REFER TO THE POOL DESIGN DOCUMENTS FOR THE EXACT LOCATIONS OF EQUIPMENT, REQUIRED BTUH, PIPE ROUGH -IN HEIGHTS AND ADDITIONAL INFORMATION. 2. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE FITTINGS IN ACCORDANCE WITH FLORIDA BUILDING CODE, FUEL 2007. 3. GAS PIPING JOINTS MAY BE SCREWED, OR IF THE PIPE SIZE IS 2" OR LARGER, THE JOINTS MAY BE WELDED AT THE SUBCONTRACTORS OPTION IN ACCORDANCE WITH FLORIDA BUILDING CODE, FUEL 2007. 4. WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A A DRIP LEG THE FULL SIZE OF THE RUN -OUT, A 100% SHUT-OFF VALVE AND A UNION. 5. ALL FLEXIBLE PIPE CONNECTORS SHALL BE CONSTRUCTED OF A ONE PIECE DESIGN AND SHALL BE U.L. AND OR AGA APPROVED AS REQUIRED BY LOCAL AUTHORITIES. 6. ALL GAS PIPING ROUTED EXPOSED ACROSS OR ON EXTERIOR SURFACES OF BUILDING SUBJECTED TO WEATHER SHALL BE PRIMED AND PAINTED AFTER FINAL INSPECTIONS PER ARCHITECTURAL SPECIFICATIONS AND DIRECTION. 7. ASTM A240 TYPE 304,321 CORRUGATED STAINLESS STEEL TUBING (TMH 1042) WITH A MINIMUM WALL THICKNESS OF 0.10. JACKETING TO BE TENITE POLYETHYLENE MEETING THE REQUIREMENT S OF ASTM E84 FOR FLAME SPREAD AND SMOKE DENSITY. ALL MECHANICAL TUBE FITTINGS ARE TO BE SAE CA360 BRASS INCORPORATING DOUBLE WALL FLARE FOR SEALING AND JACKET CAPTURING FOR STEEL TUBING PROJECTION, 8. THE TUBING, FITTINGS AND STRIKE -PROTECTION ARE TO BE GASTITE. STRIKE PROTECTION IS TO BE USED AS REQUIRED AND PROPER GASTITE INSTALLATION TRAINING OBTAINED PRIOR TO INSTALLATION. FURNISH WITH MANUFACTURERS DRAWING INDEX NO. TITLE FP0.1 FIRE PROTECTION PLAN, SCHEDULES & NOTES PO.1 PLUMBING GENERAL INFORMATION P1.1 LOWER LEVEL PLUMBING FLOOR PLAN - SANITARY &VENT P1.2 LOWER LEVEL PLUMBING FLOOR PLAN - DOMESTIC WATER &GAS P2.1 ENLARGED PLUMBING PLANS P3.1 PLUMBING ROOF PLAN P4.1 SANITARY &STORM RISER DIAGRAMS P42 DOMESTIC WATER RISER DIAGRAM P4.3 GAS RISER DIAGRAM P5.1 PLUMBING DETAILS REFER TO SPEC(SECTION 15430,19 A) FOR FURTHER FIXTURE REQUIREMENTS. FL W TEST DATA 0 S WATER HAMMER ARRESTOR SCHEDULE STATIC PRESSURE: 68 PSI RESIDUAL PRESSURE: 66 PSI FLOW: 1,287 GPM LOCATION: SOUTHWEST CORNER OF PARCE TIME OF TEST: 8:05 AM TO 8:10 AM DATE OF TEST: 07/14/10 PREFORMED BY: DONALD W. MCINTOSH ASSOCIATES, INC. INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY LOCAL CODE AND INSTALLED PER MFG. SPECIFICATIONS. ALL = SUPPLY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP TO 1" I.E. PROVIDE P.D.I. SIZE "C" FOR 1" OR LARGER WATER SUPPLYTO FIXTURES; P.D.I. SIZE "B" FOR 3/4" SUPPLY AND P.D.I. SIZE "A" FOR 1/2" SUPPLY. * P.D.I. SIZE CONNECTION SIZE A (1-11 F.U.) 1/2" B (12-32 F.U.) 3/4" C (33-60 F.U.) 1" P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201 PUMP SCHEDULE -ABOVE FINISH FLOOR FOOD SERVICE EQUIPMENT SCHEDULE DOMESTIC COLD WATER WATER HEATER SCHEDULE LOCATION SERVICE TYPE OF FLOW HEAD ELECTRIC NOTES z NATURALGAS EIECTRICA MANUFACTURER PIPE SIZES GPM FEET TAG LOCATION APPROX.AL. CAPAC ITY ER/HR DISCHARGE 120° HOT WATER RETURN IN LINE 11.50 7.50 1/25 1 MFG. & NOTES BTUH MAX. FLUE 80 25 1/2 O NO U- ICE -0 MATIC GEM0650A O RECIRULATING PUMP EQUAL TO GRUNDFOS UP-15-18SU (GAL) 80°F TEMP. INPUT PRESS. IN. SIZE KW V 0 v _ J a MODEL TARRISON PS3-18LR 1/2" 1/2" 2" ISE 5 1 W C PREP SINK WITH FAUCET TARRISON PS1-18LR 1/2" 1/2" 2" NSF APPROVED � 2 WALL MOUNTED HAND SINK WH 1 POOL EQUIPMENT 100 288 140° 199,900 10.5" W.C. 4" 0 - - - 1.1/2° 1.1/2" 1" 3/4' A.O. SMITH: OO WITH FAUCET ROOM DI -1-2012 1/2" 1/2" 2" KILOWATT NSF APPROVED 21 1 ICE BIN 1 N DELFIELD 305NSI POUNDS PER SQUARE INCH 2.. APPROVED, INDIREUT DRAIN BTH-199 1 WH -2 JUICE BAR 50 1/2" 30 140° - - - 6 208 3 3/4" 3/4" 3/4" - A.O. SMITH: DEN -52 - N TE VENT REQUIRED FOR THE FOOD SERVICE EQUIPMENT TO PROVIDE AND COMPLETE THE WORKING SYSTEM. HOSE BIBB MANUFACTURER AND MODEL. I 4" PVC EXHAUST AND 4" PVC AIR INTAKE VEL PER HEATER. SEE BOOK SPEC FOR FIXTURE RE QUIREMENTS INCLUDING CONNECTION TO HEATERS SHALL BE DONE WITH AN A.O. SMITH MANIFOLD KIT TO KEEP CONN. TO EACH TANK EQUAL DISTANCE CONNECTION, BOTTOM VTR O PROVIDE GAS REGULATOR AS REClUIRED FOR HEATER OPERATION. INSTALL SUMP PUMP PER MANUFACTURERS INSTALLATION REQUIREMENTS. PUMP SCHEDULE -ABOVE FINISH FLOOR FOOD SERVICE EQUIPMENT SCHEDULE DOMESTIC COLD WATER TAG LOCATION SERVICE TYPE OF FLOW HEAD ELECTRIC NOTES z DESCRIPTION HWR MANUFACTURER PUMP GPM FEET HP CW RP -1 POOL EQUIPMENT ROOM NATURAL GAS 120° HOT WATER RETURN IN LINE 11.50 7.50 1/25 1 SP 1 POOL EQUIP ROOM SH -1 SUMP PUMP SUBMERSIBLE 80 25 1/2 O NO ICE MACHINE ICE -0 MATIC GEM0650A O RECIRULATING PUMP EQUAL TO GRUNDFOS UP-15-18SU 2" N61' AHHHUVtU, FHUVIDE 30 MP 3 O SUMP PUMP EQUAL TO AURORA OSP-33. INSTALL PER MANUFACTURERS INSTALLATION REQUIREMENTS. FILTER ICE-0-MATIC ICE 120-S PLUMBING SYMBOL LEGEND AFF -ABOVE FINISH FLOOR FOOD SERVICE EQUIPMENT SCHEDULE DOMESTIC COLD WATER CD CONDENSATE DRAIN - - HW - - DOMESTIC 140°F HOT WATER CFH WATTRVASTE - HW - Cc z DESCRIPTION HWR MANUFACTURER MODEL NO REMARKS - TW - CW DOMESTIC COLD WATER G NATURAL GAS DN DOWN GR w cr DWG w > H z > O U 2 SH -1 2" SAN ~ O o EXISTING 2 1 ICE MACHINE ICE -0 MATIC GEM0650A 2" N61' AHHHUVtU, FHUVIDE 30 MP 3 1 FILTER ICE-0-MATIC ICE 120-S BELOW GROUND STORM - NSF APPROVED 4 1 3 COMPARTMENT SINK WITH FAUCET TARRISON PS3-18LR 1/2" 1/2" 2" NSF APPROVED 5 1 1 COMPARTMENT PREP SINK WITH FAUCET TARRISON PS1-18LR 1/2" 1/2" 2" NSF APPROVED 6 2 WALL MOUNTED HAND SINK TARRISON HSF-14SP 1/2" 1/2" 2" - NSF APPROVED 7 1 MOP SINK HWR EAGLE GROUP F1916 1/2" 1/2" 2" IE NSF APPROVED 15 1 DROP-IN DUMP SINK WITH FAUCET ADVANCE TABCO DI -1-2012 1/2" 1/2" 2" KILOWATT NSF APPROVED 21 1 ICE BIN 1 N DELFIELD 305NSI POUNDS PER SQUARE INCH 2.. APPROVED, INDIREUT DRAIN 26 1 COFFEE BREWER BUNN13300.0004 SF 1/2" 2" NSF APPROVED NOTES -SHEET 1. FOR EXACT LOCATIONS OF KITCHEN EQUIPMENT AND REQUIRED PLUMBING CONNECTIONS REFER TO FOOD SERVICE EQUIPMENT DRAWINGS. 2. NUMBER DESIGNATION ON THIS SCHEDULE CORRESPOND WITH THE NUMBER LISTED IN EQUIPMENT SCHEDULE ON FOOD SERVICE DRAWINGS, 3. ALL ROUGH -IN INFORMATION SHALL BE VERIFIED WITH THE APPROVED FOOD SERVICE EQUIPMENT SHOP DRAWINGS BEFORE BEGINNING INSTALLATION. 4. ALL FOOD SERVICE EQUIP HENT SHALL BE INSTALLED AND PIPED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL VALVES, TRAPS, TAILPIECES, INTERCONNECTING PIPING AND ASSOCIATED FITTINGS VENT REQUIRED FOR THE FOOD SERVICE EQUIPMENT TO PROVIDE AND COMPLETE THE WORKING SYSTEM. PLUMBING SYMBOL LEGEND AFF -ABOVE FINISH FLOOR CW DOMESTIC COLD WATER CD CONDENSATE DRAIN - - HW - - DOMESTIC 140°F HOT WATER CFH CUBIC FEET PER HOUR - HW - DOMESTIC 120°F HOT WATER CO CLEANOUT HWR DOMESTIC HOT WATER RECIRCULATING CONT CONTINUATION - TW - DOMESTIC 105°F HOT WATER CW DOMESTIC COLD WATER G NATURAL GAS DN DOWN GR -GREASE PIPING DWG DRAWING ANLL U 2 SH -1 2" SAN -ABOVE GROUND SANITARY EXIST EXISTING FIXTURE REQUIREMENTS. C.I OR PVC °F DEGREE FAHRENHEIT SAN -BELOW GROUND SANITARY FD FLOOR DRAIN ST ABOVE GROUND STORM FS FLOOR SINK ST BELOW GROUND STORM G GAS -------------V------------- -VENT GPH -GALLONS PER HOUR 0 2" 1-1/2" 3/4" 3/4" SHOWER VALVE GPM GALLONS PER MINUTE 2" 2" 0 FLOOR SINK GR KITCHEN WASTE(GREASE) [] - GAS COCK HB HOSE BIBB pd GAS REGULATOR HD HUB DRAIN H- HOSE BIBB HW DOMESTIC HOT WATER I WALL CLEANOUT HWR DOMESTIC HOT WATER RECIRCULATING IE INVERT ELEVATION 1-1/2" FLOOR CLEAN OUT IW INDIRECT WASTE ®C FLOOR DRAIN KW KILOWATT m FLOOR SINK NTS NOT TO SCALE N CHECK VALVE PSI POUNDS PER SQUARE INCH 161 SHUT-OFF VALVE SAN SANITARY BALANCING VALVE SF - SQUARE FEET I I UNION SH -SHEET SEE BOOK SPEC FOR FIXTURE REQUIREMENTS RECIRCULATING PUMP ST -STORM HOSE BIBB (ROOF) MANUFACTURER AND MODEL. C -CAP V VENT HB 2 HOSE BIBB MANUFACTURER AND MODEL. I CONNECTION, TOP VEL - VELOCITY SEE BOOK SPEC FOR FIXTURE RE QUIREMENTS INCLUDING NFWH Y CONNECTION, BOTTOM VTR VENT THRU ROOF SEE BOOK SPEC FOR FIXTURE RE QUIREMENTS INCLUDING ELBOW, TURNED UP WTR -WATER (QUIREMENTS C ELBOW, TURNED DOWN TP 1 SINGLE TRAP PRIMER TEE, TURNED UP TO SPEC SECTION 2.13). TP 2 1BACKFLOWPREVENTER TEE, TURNED DOWN FIXTURE CONNECTION SCHEDULE SYMBOL FIXTURE TAG SOIL/WASTE VENT CW HW SCHEDULE/TYPE INSULATION WC -1 4" 2" 1-1/2" 1-1/2" TYPE NONE U-1 2" 2" 1-1/4" 1-1/4" FG 1" O LAV -1 2" 1-1/2" 3/4" 3/4" NO HUB VENT ANLL U 2 SH -1 2" 2" 3/4" 3/4" ALL FIXTURE REQUIREMENTS. C.I OR PVC SH -2 2" 2" 3/4" 3/4" ALL .I R PV C 0 C SERVICE WEIGHT FG 1" EWC-1 1-1/2" 1-1/4" 1/2" GALLONS PER FLUSH, 10 INCH BO ,NL HEIGHT. AMERICAN STANDARD FD 1 X01 LAV -2 2" 1-1/2" 3/4" 3/4" TO BOOK SPEC (SECTION 15410, 2.5 C) FOR FURTHER FIXTURE 3COMP. SINK 2" 2" 0 FLOOR SINK 1/2" 1/2" HSND SINK 2" 1-1/2" 1/2" 1/2" 1 CCC RnOV CDC(' CnD CIVTI IRI= D '01 IIDGnnCniTe mirt I Inman FLOOR SINK 2" SHOWER DRAIN SAME AS FD -1 EXCEPT WITHOUT RAP PRIMER CONNECTION DUMP SINK 2" 1-1/2" 1/2" 1/2" MANUFACTURER AND MODEL. MS -1 2" 3/4" 3/4" 3/4" SH 2 ADA SHOWER VALVE FD-1,SD-1 3" 2" MV 1 THERMOSTATIC MIXING VALVE SYMMONS:6-10008-102-PR. 2" TWjOUTLET TRENCH DRAIN TO BE INSTALLED BY POOLCONTRACTOR ( DECK DRAIN -FRONTIER DECK DRAIN, WITH REMOVABLE TOP DRAIN AND A DOUBLE WALL BASE). PIPING MATERIAL SCHEDULE l Lrl 1 HUH UUUIV 1 rzm IVIUUIV I uAV SERVICE SIZE 2 MATERIAL SCHEDULE/TYPE INSULATION REMARKS TYPE THICKNESS COLD WATER ALL COPPER TYPE NONE L 3 HOT WATER ALL COPPER TYPE L FG 1" NOTE 2 SANITARY A,LL C.I OR PVC SERVICE WEIGHT NONE NO HUB VENT ANLL U 2 C.I OR PVC SCH 40 NONE NOTE 1 SANITARYBE LOW GRADE ALL FIXTURE REQUIREMENTS. C.I OR PVC SERVICE WEIGHT NONE NO HUB SANITARY ABOVE GRADE VALVE, WHITE VITREOUS CHINA, ALL .I R PV C 0 C SERVICE WEIGHT FG 1" HORIZONTALONLY 1. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. 2. FIBERGLASS PIPE INSULATION: MIN ERALOR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH FACTORY APPLIED ASI COMPLYING WITH ASTM C 1393, WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU FT. OR MORE. THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG C)IS 0.29 BTU X IN/H X SQ. FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKETS (ASJ); WHITE KRAFT -PAPER, FIBERGLASS REINFORCED SCRIM WITH ALUMINUM FOIL BACKING; COMPLYING WITH ASTM ( , 1136, TYPE MANUFACTURERS; A CERTIANTEED CORP, B JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING. PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION REM RKS WC 1 FLUSH VALVE WATER CLOSET FIXTURE: FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, ELONGATED BOWL, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, 1.6 GALLONS PER FLUSH, 14 INCH B WL HEIGHT. AMERICAN STANDARD 2234.015 MADERA OR SIMILAR BY OHLER OR ELJER. REFER TO Rnr)K SPF(: (SFf.TnN 1rA10 9 F 1 F(1R FI IRTHFR FIXTI IRF NOTE: PROVIDE PIPE CONNECTION SIZE PER MANUFACTURERS CATALOG DATA. GENERAL NOTES 1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE PLUMBING AND FIRE PROTECTION 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 T0, ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE PLUMBING & FIRE PROTECTION SYSTEM IN ACCO 3DANCE WITH ALL APPLICABLE CODES, STANDARDS, LOCAL AUTHORITIES AND THESE CONTRACT DOCUMENTS SHALL BE FURNISHED( ITHOUT INCURRING ANY ADDITIONAL COST TO THE OWNER, CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. 2. COORDINATE ALL WORK WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL TRADES. PIPE ROUTING SHOWN IS DAIGRAMATIC. PROVIDE ALLOFFSETS, ETC., TO AVOID INTERFERENCES WITH EQUIPMENT, PIPING, DU 'TWORK, LIGHTS, CONDUIT, STRUCTURAL MEMBERS, ETC. 3. COORDINATE ALL FLOOR PENETRATIONS WITH STRUCTURAL DRAWINGS. SET SLEEVES IN FLOORS AN WALLS AND ATTACHMENTS FOR HANGERS AS CONSTRUCTION PROGRESSES. COORDINATE EXACT SIZE AND LOCATION OF ALL SLEEV S WITH STRUCTURAL ENGINEER. ALL PENETRATIONS MUST BE SEALED AND HELD TIGHT TO COLUMNS OR WALLS. 4 • PROVIDE ACCESS PANELS FOR VALVES; WATER FLOW SWITCHES AND TRAP PRIMERS LOCATED IN W LS OR NON ACCESSIBLE SPACES. EXACT LOCATION MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND APPROVED BY ARCI ITECT PRIOR TO INSTALLATION. FIRE RATING FOR ACCESS PANELS SHALL MATCH OR EXCEED THE SURFACE OR ASSEMBLY INSTALLED WIT IIN. 5. ALL PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE CHASES OR ABOVE CEILINGS. LOCATE SHJT-OFF VALVES WITHIN V-0" FROM ACCESS POINT. HOLD ALL OTHER PIPING ABOVE CEILING AS HIGH AS POSSIBLE. ALL DRAINAGE PIPING 4" AND LARGER SHALL SLOPE AT 1/8" PER FOOT AND 3" AND SMALLER AT 1/4" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. 6. PROVIDE AN EXPANSION JOINT OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS THAT CRO 3S BUILDING EXPANSION JOINTS. 7. COORDINATE ALL PIPING WITH ALL STRUCTURAL CONDITIONS. REFER TO ARCHITECTURAL PLANS AN ELEVATIONS FOR LOCATION OF ALL PLUMBING FIXTURES. EXACT LOCATION OF ALL PLUMBING FIXTURES MUST BE VERIFIED IN FIELDPRIOR TO INSTALLATION. FINAL. LOCATION SHALL BE AS DIRECTED BY ARCHITECT. 8. FLOORS WHERE INDICATED ON ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS SHALL SLOPE TO F OOR DRAINS. SLOPE AND DIRECTION SHALL BE AS INDICATED BY THE ARCHITECT. DRAIN GRATES AND CLEAN OUT ACCESSES SHALL BE SE r TO THE FINISHED FLOOR ELEVATION(S). EXACT LOCATION OF ALL FLOOR DRAINS AND FLOOR SINKS FOR EQUIPMENT MUST BE COORDINATED kND VERIFIED IN THE FIELD PRIOR TO INSTALLATION. FINAL LOCATION(S) SHALL BE AS APPROVED BY THE ARCHITECT. 9. DO NOT ROUTE PLUMBING PIPING OVER OR THROUGH TRANSFORMER VAULTS, ELECTRICAL CLOSETS ELECTRICAL SWITCHGEAR ROOMS OR ELEVATOR EQUIPMENT ROOMS. 10 . CONTRACTOR SHALL MAKE FINAL CONNECTION(S) TO ALL EQUIPMENT INDICATED ON DRAWINGS, INC UDING POOL AND SPA EQUIPMENT. FINALCONNECTION(S) SHALL INCLUDE ANY ADAPTERS, NIPPLES, SHUTOFF VALVES, PRESSURE REGUiATING VALVES, SHOCK ABSORBERS, BACKFLOW PREVENTION DEVICES, ETC. PROVIDE REDUCED PRESSURE BACKFLOW PREM ENTER AT ALLCONNECTIONS TO MECHANICAL EQUIPMENT, KITCHEN EQUIPMENT, IRRIGATION AND POOL CONNECTIONS, WATER SOFT NERS, VENDING MACHINES, ETC. AS REQUIRED BY CODE AND LOCAL AUTHORITIES. CONTRACTOR IS TO VERIFY WITH THE LOCAL AUTHORITY THE TYPE OF BACKFLOW PREVENTION DEVICE REQUIRED FOR ALL APPLICATIONS PRIOR TO INSTALLATION. 11. WALL HYDRANTS AND HOSE BIBBS SHALL BE MOUNTED V-6" ABOVE GRADE OR FLOOR LEVELS. 12. ALL STRUCTURAL PENETRATIONS (SLEEVES, BLOCKOUTS, ETC.) SHALL BE LOCATED AND COORDINATE D IN THE FIELD BY THE CONTRACTOR IN RELATION TO THE REQUIREMENTS OF FINAL EQUIPMENT AND FIXTURES SELECTED. 13. UPON COMPLETION OF THE WATER SYSTEM, AND BEFORE PIPING IS COVERED UP, IT SHALL BE HYDRC STATICALLY TESTED AT 125 PSI FOR A MINIMUM OF TWO HOURS, ALL COMPONENTS WHICH MAY NOT BE RATED TO WITHSTAND THE TEST F RESSURE MUST BE ISOLATED AND PROTECTED FROM DAMAGES. COPIES OF THE TEST REPORT AND APPROVAL BY THE LOCAL INSPECT iR MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE. 14. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLOF IDA BUILDING CODE, PLUMBING - 2007. 15, ALL WATER LINES TO BE INSULATED. 15. CPVC IS NOT ACCEPTABLE. r [elm �t l Lrl 1 HUH UUUIV 1 rzm IVIUUIV I uAV REQUIREMENTS. U- o � 2 WC 2 ADA FLUSH VALVE WATER CLOSET SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING 0 FIXTURE: FLOOR MOUNTED, FLUS VALVE, WHITE VITREOUS CHINA, L 3 KIDDIE WALL HUNG LAV ELONGATED BOWL, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, 1.6 U 1 URINAL GALLONS PER FLUSH, 17 INCH BC WL HEIGHT.ADA ACCESSIBLE. N AMERICAN STANDARD 2305.100 MADERA OR SIMILAR BY KOHLER OR Y U 2 ADA URINAL ELJER. REFER TO BOOK SPEC(SE TION 15410, 2.5 B) FOR FURTHER o WC 1 ELECTRIC WATER COOLER FIXTURE REQUIREMENTS. INCLUDING Cc WC 3 KIDDIE FLUSH VALVE WATER CLOSET FIXTURE: FLOOR MOUNTED, FLUS VALVE, WHITE VITREOUS CHINA, MS 1 MOP RECEPTOR (24X24X10) ELONGATED BOWL, 1-1/2 INCH INLET SPUD, SIPHON JET ACTION, 1.6 ui co GALLONS PER FLUSH, 10 INCH BO ,NL HEIGHT. AMERICAN STANDARD FD 1 2" 0 FLOOR DRAIN 2234.010 BABY DEVORO OR SIM+ R BY KOHLER OR ELJER. REFER TO BOOK SPEC (SECTION 15410, 2.5 C) FOR FURTHER FIXTURE FS 1 2" 0 FLOOR SINK REQUIREMENTS. a SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING 4 FS 2 4" 0 FLOOR SINK (POOL EQUIPMENT ROOM) 1 CCC RnOV CDC(' CnD CIVTI IRI= D '01 IIDGnnCniTe mirt I Inman NOTE: PROVIDE PIPE CONNECTION SIZE PER MANUFACTURERS CATALOG DATA. GENERAL NOTES 1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE PLUMBING AND FIRE PROTECTION 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 T0, ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE PLUMBING & FIRE PROTECTION SYSTEM IN ACCO 3DANCE WITH ALL APPLICABLE CODES, STANDARDS, LOCAL AUTHORITIES AND THESE CONTRACT DOCUMENTS SHALL BE FURNISHED( ITHOUT INCURRING ANY ADDITIONAL COST TO THE OWNER, CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. 2. COORDINATE ALL WORK WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL TRADES. PIPE ROUTING SHOWN IS DAIGRAMATIC. PROVIDE ALLOFFSETS, ETC., TO AVOID INTERFERENCES WITH EQUIPMENT, PIPING, DU 'TWORK, LIGHTS, CONDUIT, STRUCTURAL MEMBERS, ETC. 3. COORDINATE ALL FLOOR PENETRATIONS WITH STRUCTURAL DRAWINGS. SET SLEEVES IN FLOORS AN WALLS AND ATTACHMENTS FOR HANGERS AS CONSTRUCTION PROGRESSES. COORDINATE EXACT SIZE AND LOCATION OF ALL SLEEV S WITH STRUCTURAL ENGINEER. ALL PENETRATIONS MUST BE SEALED AND HELD TIGHT TO COLUMNS OR WALLS. 4 • PROVIDE ACCESS PANELS FOR VALVES; WATER FLOW SWITCHES AND TRAP PRIMERS LOCATED IN W LS OR NON ACCESSIBLE SPACES. EXACT LOCATION MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND APPROVED BY ARCI ITECT PRIOR TO INSTALLATION. FIRE RATING FOR ACCESS PANELS SHALL MATCH OR EXCEED THE SURFACE OR ASSEMBLY INSTALLED WIT IIN. 5. ALL PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE CHASES OR ABOVE CEILINGS. LOCATE SHJT-OFF VALVES WITHIN V-0" FROM ACCESS POINT. HOLD ALL OTHER PIPING ABOVE CEILING AS HIGH AS POSSIBLE. ALL DRAINAGE PIPING 4" AND LARGER SHALL SLOPE AT 1/8" PER FOOT AND 3" AND SMALLER AT 1/4" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. 6. PROVIDE AN EXPANSION JOINT OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS THAT CRO 3S BUILDING EXPANSION JOINTS. 7. COORDINATE ALL PIPING WITH ALL STRUCTURAL CONDITIONS. REFER TO ARCHITECTURAL PLANS AN ELEVATIONS FOR LOCATION OF ALL PLUMBING FIXTURES. EXACT LOCATION OF ALL PLUMBING FIXTURES MUST BE VERIFIED IN FIELDPRIOR TO INSTALLATION. FINAL. LOCATION SHALL BE AS DIRECTED BY ARCHITECT. 8. FLOORS WHERE INDICATED ON ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS SHALL SLOPE TO F OOR DRAINS. SLOPE AND DIRECTION SHALL BE AS INDICATED BY THE ARCHITECT. DRAIN GRATES AND CLEAN OUT ACCESSES SHALL BE SE r TO THE FINISHED FLOOR ELEVATION(S). EXACT LOCATION OF ALL FLOOR DRAINS AND FLOOR SINKS FOR EQUIPMENT MUST BE COORDINATED kND VERIFIED IN THE FIELD PRIOR TO INSTALLATION. FINAL LOCATION(S) SHALL BE AS APPROVED BY THE ARCHITECT. 9. DO NOT ROUTE PLUMBING PIPING OVER OR THROUGH TRANSFORMER VAULTS, ELECTRICAL CLOSETS ELECTRICAL SWITCHGEAR ROOMS OR ELEVATOR EQUIPMENT ROOMS. 10 . CONTRACTOR SHALL MAKE FINAL CONNECTION(S) TO ALL EQUIPMENT INDICATED ON DRAWINGS, INC UDING POOL AND SPA EQUIPMENT. FINALCONNECTION(S) SHALL INCLUDE ANY ADAPTERS, NIPPLES, SHUTOFF VALVES, PRESSURE REGUiATING VALVES, SHOCK ABSORBERS, BACKFLOW PREVENTION DEVICES, ETC. PROVIDE REDUCED PRESSURE BACKFLOW PREM ENTER AT ALLCONNECTIONS TO MECHANICAL EQUIPMENT, KITCHEN EQUIPMENT, IRRIGATION AND POOL CONNECTIONS, WATER SOFT NERS, VENDING MACHINES, ETC. AS REQUIRED BY CODE AND LOCAL AUTHORITIES. CONTRACTOR IS TO VERIFY WITH THE LOCAL AUTHORITY THE TYPE OF BACKFLOW PREVENTION DEVICE REQUIRED FOR ALL APPLICATIONS PRIOR TO INSTALLATION. 11. WALL HYDRANTS AND HOSE BIBBS SHALL BE MOUNTED V-6" ABOVE GRADE OR FLOOR LEVELS. 12. ALL STRUCTURAL PENETRATIONS (SLEEVES, BLOCKOUTS, ETC.) SHALL BE LOCATED AND COORDINATE D IN THE FIELD BY THE CONTRACTOR IN RELATION TO THE REQUIREMENTS OF FINAL EQUIPMENT AND FIXTURES SELECTED. 13. UPON COMPLETION OF THE WATER SYSTEM, AND BEFORE PIPING IS COVERED UP, IT SHALL BE HYDRC STATICALLY TESTED AT 125 PSI FOR A MINIMUM OF TWO HOURS, ALL COMPONENTS WHICH MAY NOT BE RATED TO WITHSTAND THE TEST F RESSURE MUST BE ISOLATED AND PROTECTED FROM DAMAGES. COPIES OF THE TEST REPORT AND APPROVAL BY THE LOCAL INSPECT iR MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE. 14. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLOF IDA BUILDING CODE, PLUMBING - 2007. 15, ALL WATER LINES TO BE INSULATED. 15. CPVC IS NOT ACCEPTABLE. r [elm �t l Lrl 1 HUH UUUIV 1 rzm IVIUUIV I uAV MANUFACTURER AND MODEL. U- o � 2 L 2 ADA WALL HUNG LAV SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING 0 MANUFACTURER AND MODEL. L 3 KIDDIE WALL HUNG LAV SAME AS L-2 EXCEPT MOUNT PER ARCHITECT REQUIREMENTS. U 1 URINAL SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING N MANUFACTURER AND MODEL. o Y U 2 ADA URINAL SAME AS U-1 EXCEPT MOUNT LIP 7" A.F.F. o WC 1 ELECTRIC WATER COOLER SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING Cc MANUFACTURER AND MODEL. MS 1 MOP RECEPTOR (24X24X10) MANUFACTURER AND MODEL. ui co SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING FD 1 2" 0 FLOOR DRAIN MANUFACTURER AND MODEL. CD z SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING FS 1 2" 0 FLOOR SINK MANUFACTURER AND MODEL. a SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING FS 2 4" 0 FLOOR SINK (POOL EQUIPMENT ROOM) MANUFACTURER AND MODEL. I I SD 1 SHOWER DRAIN SAME AS FD -1 EXCEPT WITHOUT RAP PRIMER CONNECTION SEE BOOK SPEC FOR FIXTURE RE QUIREMENTS INCLUDING SH 1 SHOWER VALVE MANUFACTURER AND MODEL. SEE BOOK SPEC FOR FIXTURE RE QUIREMENTS INCLUDING SH 2 ADA SHOWER VALVE MANUFACTURER AND MODEL. MV 1 THERMOSTATIC MIXING VALVE SYMMONS:6-10008-102-PR. 2" TWjOUTLET MV 2 POINT OF USE THERMOSTATIC MIXING VALVE BRADLEY: S59 -4000A SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING HB 1 HOSE BIBB (ROOF) MANUFACTURER AND MODEL. SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING HB 2 HOSE BIBB MANUFACTURER AND MODEL. SEE BOOK SPEC FOR FIXTURE RE QUIREMENTS INCLUDING NFWH WALL HYDRANT (EXTERIOR) MANUFACTURER AND MODEL. SEE BOOK SPEC FOR FIXTURE RE QUIREMENTS INCLUDING NFFH FLOOR HYDRANT (POOL AREA) MANUFACTURER AND MODEL. (QUIREMENTS SEE BOOK SPEC FOR FIXTURE RE INCLUDING TP 1 SINGLE TRAP PRIMER MANUFACTURER AND MODEL. (REFER TO SPEC SECTION 2.13). TP 2 1BACKFLOWPREVENTER DOUBLE TRAP PRIMER SAME AS TP -1 WITH DISTRIBUTION UNIT (DU -4) 2-1/2 INCHES AND LARGER: DOUB E CHECK VALVE TYPE, . BRONZE BFP 1 BODY CONSTRUCTION WITH STAINLESS STEEL OR EPDXY CAST IRON (INCOMING DOMESTIC WATER SERVICE) CHECK VALVE BODIES WITH REMOVABLE BRONZE SEATS. CHECK VALVE MODULE INTERCHANGEAB . FURNISH WITH MANUFACTURER'S STANDARD OS&Y GATE VALVE WI H RESILIENT SEAT ON INLET AND OUTLET. MAXIMUM WORKING PRE SURE: 175 PSI. MAXIMUM WATER TEMPERATURE: 110 DEGREES F. f URNISHED WITH FOUR BALL TYPE TEST COCKS. WATTS REGULATOF CO. SERIES 709 OR SIMILAR BY CLA-VAL, HERSEY, AMES, OR WILIl INS. REFER TO SPEC(SECTION 15430, 2.9 B) FOR FURTHER FIXTURE RE UIREMENTS. 2 INCHES AND SMALLER: REDUCE PRESSURE PRINCIPLE TYPE. BRONZE BODY CONSTRUCTION WITH STAINLESS STEEL INTERNAL BFP-2 BACKFLOW PREVENTER (JUICE BAR) PARTS. SUPPLIED WITH MANUFACTURERS STANDARD STRAINER. FURNISH WITH MANUFACTURERS STANDARD BALL VALVES WITH RESILIENT SEATS ON INLET AND C UTLET. FURNISH WITH BALL TYPE BFP 3 BACKFLOW PREVENTER (POOL EQUIPMENT) TEST COCKS. MAXIMUM WORKINC PRESSURE: 175 PSI. MAXIMUM WATER TEMPERATURE 140 DEGREES F. WATTS REGULATOR CO. SERIES "909" OR SIMILAR BY CLA AL, HERSEY, AMES, OR WILKINS. REFER TO SPEC(SECTION 15430,19 A) FOR FURTHER FIXTURE REQUIREMENTS. BV 1 CALIBRATED BALANCING VALVE EQUAL TO BELL &GOSSETTCB. VALVE. RATED FOR 175 PSI &A WORKING TEMPERATURE 250°F. SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING RD 1 ROOF DRAIN MANUFACTURER AND MODEL. SEE BOOK SPEC FOR FIXTURE RE QUIREMENTS INCLUDING OD 1 OVERFLOW DRAIN MANUFACTURER AND MODEL. DB 1 DOWNSPOUT BOOT EQUAL TO ZURN Z-191 SEE BOOK SPEC FOR FIXTURE REQUIREMENTS INCLUDING ECO EXTERIOR FLOOR CLEANOUT MANUFACTURER AND MODEL. SEE BOOK SPEC FOR FIXTURE REQUIRE MENTS INCLUDING FCO FLOOR CLEANOUT MANUFACTURER AND MODEL. SEE BOOK SPEC FOR FIXTURE R QUIREMENTS INCLUDING r0r-n1 WAI I fa FAK101Ir �. r.. .. NOTE: PROVIDE PIPE CONNECTION SIZE PER MANUFACTURERS CATALOG DATA. GENERAL NOTES 1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE PLUMBING AND FIRE PROTECTION 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 T0, ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE PLUMBING & FIRE PROTECTION SYSTEM IN ACCO 3DANCE WITH ALL APPLICABLE CODES, STANDARDS, LOCAL AUTHORITIES AND THESE CONTRACT DOCUMENTS SHALL BE FURNISHED( ITHOUT INCURRING ANY ADDITIONAL COST TO THE OWNER, CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. 2. COORDINATE ALL WORK WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL TRADES. PIPE ROUTING SHOWN IS DAIGRAMATIC. PROVIDE ALLOFFSETS, ETC., TO AVOID INTERFERENCES WITH EQUIPMENT, PIPING, DU 'TWORK, LIGHTS, CONDUIT, STRUCTURAL MEMBERS, ETC. 3. COORDINATE ALL FLOOR PENETRATIONS WITH STRUCTURAL DRAWINGS. SET SLEEVES IN FLOORS AN WALLS AND ATTACHMENTS FOR HANGERS AS CONSTRUCTION PROGRESSES. COORDINATE EXACT SIZE AND LOCATION OF ALL SLEEV S WITH STRUCTURAL ENGINEER. ALL PENETRATIONS MUST BE SEALED AND HELD TIGHT TO COLUMNS OR WALLS. 4 • PROVIDE ACCESS PANELS FOR VALVES; WATER FLOW SWITCHES AND TRAP PRIMERS LOCATED IN W LS OR NON ACCESSIBLE SPACES. EXACT LOCATION MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND APPROVED BY ARCI ITECT PRIOR TO INSTALLATION. FIRE RATING FOR ACCESS PANELS SHALL MATCH OR EXCEED THE SURFACE OR ASSEMBLY INSTALLED WIT IIN. 5. ALL PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE CHASES OR ABOVE CEILINGS. LOCATE SHJT-OFF VALVES WITHIN V-0" FROM ACCESS POINT. HOLD ALL OTHER PIPING ABOVE CEILING AS HIGH AS POSSIBLE. ALL DRAINAGE PIPING 4" AND LARGER SHALL SLOPE AT 1/8" PER FOOT AND 3" AND SMALLER AT 1/4" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. 6. PROVIDE AN EXPANSION JOINT OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS THAT CRO 3S BUILDING EXPANSION JOINTS. 7. COORDINATE ALL PIPING WITH ALL STRUCTURAL CONDITIONS. REFER TO ARCHITECTURAL PLANS AN ELEVATIONS FOR LOCATION OF ALL PLUMBING FIXTURES. EXACT LOCATION OF ALL PLUMBING FIXTURES MUST BE VERIFIED IN FIELDPRIOR TO INSTALLATION. FINAL. LOCATION SHALL BE AS DIRECTED BY ARCHITECT. 8. FLOORS WHERE INDICATED ON ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS SHALL SLOPE TO F OOR DRAINS. SLOPE AND DIRECTION SHALL BE AS INDICATED BY THE ARCHITECT. DRAIN GRATES AND CLEAN OUT ACCESSES SHALL BE SE r TO THE FINISHED FLOOR ELEVATION(S). EXACT LOCATION OF ALL FLOOR DRAINS AND FLOOR SINKS FOR EQUIPMENT MUST BE COORDINATED kND VERIFIED IN THE FIELD PRIOR TO INSTALLATION. FINAL LOCATION(S) SHALL BE AS APPROVED BY THE ARCHITECT. 9. DO NOT ROUTE PLUMBING PIPING OVER OR THROUGH TRANSFORMER VAULTS, ELECTRICAL CLOSETS ELECTRICAL SWITCHGEAR ROOMS OR ELEVATOR EQUIPMENT ROOMS. 10 . CONTRACTOR SHALL MAKE FINAL CONNECTION(S) TO ALL EQUIPMENT INDICATED ON DRAWINGS, INC UDING POOL AND SPA EQUIPMENT. FINALCONNECTION(S) SHALL INCLUDE ANY ADAPTERS, NIPPLES, SHUTOFF VALVES, PRESSURE REGUiATING VALVES, SHOCK ABSORBERS, BACKFLOW PREVENTION DEVICES, ETC. PROVIDE REDUCED PRESSURE BACKFLOW PREM ENTER AT ALLCONNECTIONS TO MECHANICAL EQUIPMENT, KITCHEN EQUIPMENT, IRRIGATION AND POOL CONNECTIONS, WATER SOFT NERS, VENDING MACHINES, ETC. AS REQUIRED BY CODE AND LOCAL AUTHORITIES. CONTRACTOR IS TO VERIFY WITH THE LOCAL AUTHORITY THE TYPE OF BACKFLOW PREVENTION DEVICE REQUIRED FOR ALL APPLICATIONS PRIOR TO INSTALLATION. 11. WALL HYDRANTS AND HOSE BIBBS SHALL BE MOUNTED V-6" ABOVE GRADE OR FLOOR LEVELS. 12. ALL STRUCTURAL PENETRATIONS (SLEEVES, BLOCKOUTS, ETC.) SHALL BE LOCATED AND COORDINATE D IN THE FIELD BY THE CONTRACTOR IN RELATION TO THE REQUIREMENTS OF FINAL EQUIPMENT AND FIXTURES SELECTED. 13. UPON COMPLETION OF THE WATER SYSTEM, AND BEFORE PIPING IS COVERED UP, IT SHALL BE HYDRC STATICALLY TESTED AT 125 PSI FOR A MINIMUM OF TWO HOURS, ALL COMPONENTS WHICH MAY NOT BE RATED TO WITHSTAND THE TEST F RESSURE MUST BE ISOLATED AND PROTECTED FROM DAMAGES. COPIES OF THE TEST REPORT AND APPROVAL BY THE LOCAL INSPECT iR MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE. 14. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLOF IDA BUILDING CODE, PLUMBING - 2007. 15, ALL WATER LINES TO BE INSULATED. 15. CPVC IS NOT ACCEPTABLE. r [elm �t w z Lu N w N N U- o � 2 d J 4%ftft.. 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Nb� APPROVED, PROVIDE 30 AMP RFAkT-PQNF1Pr.TA1rA1 PANIFI <3 1 FILTER r ICE-O-MATIC ICE 120-SNSF NSFAPPROVED 04 1 3 COMPART1 IENT SINK WITH FAUCET TARRISON PS3-18LR 1/2" 1/2" F.S. NSF APPROVED 5 1 1 COMPART1 IENT PREP SINK WITH FAUCET TARRISON PSI-18LR 1/2" 1/2" F.S. NSF APPROVED <6> 1 WALL MOUNED HAND SINK TARRISON HSF-14SP 1/211 1/211 211 NSF APPROVED 1 MOP SINK EAGLE GROUP F1916 1/2" 1/2" 2" NSF APPROVED 15 [+7H 1 DROP-IN DU AP SINK WITH FAUCET ADVANCE TABCO DI -1-2012 1/21 1/211 2" NSF APPROVED <21> 1 ICE BIN DELFIELD 305 - - I - F.S. NSF APPROVED, INDIRECT DRAIN TnF:innp-,wKRpinw (22> 1 DROP-IN HA D SINK WITH FAUCET TARRISON DI -14 1/2' 1/2" tH 2" NSF APPROVED I 22 M1. 1 COFFEE BRE WER BUNN 13300.0004 - 1/2" F.S. NSF APPROVED NOTES C FOR EXACT LOCAT111 NS OF KITCHEN EQUIPMENT AND REQUIRED PLUMBING CONNECTIONS REFER TO FOOD SERVICE EQUIPMENT DRAWINGS. 2. NUMBER DESIGNATION ON THIS SCHEDULE CORRESPOND WITH THE NUMBER LISTED IN EQUIPMENT SCHEDULE ON FOOD SERVICE DRAWINGS. 3. ALL ROUGH -IN INFO IMATION SHALL BE VERIFIED WITH THE APPROVED FOOD SERVICE EQUIPMENT SHOP DRAWINGS BEFORE BEGINNING INSTALLATION. 4. ALL FOOD SERVICE QUIPMENT SHALL BE INSTALLED AND PIPED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 5. THE PLUMBING CO K TRACTOR SHALL PROVIDE AND INSTALL ALL VALVES, TRAPS, TAILPIECES, INTERCONNECTING PIPING AND ASSOCIATED FITTINGS REQUIRED FOR THE FOOD SERVICE EQUIPMENT TO PROVIDE AND COMPLETE THE WORKING SYSTEM. i 1�� - - , " �� , " " �� 1 �7'1 1 \*±ji ---j I / \� I _1;11 / �i I H y 1i - �1� - I V _,�LL L -2 F':.._; ".. VVL;u �L_j t I L-2 `1 . . .......... - - ------- (TY .. ........ j"�P. 2 ..... ------ -V UP F IN WALL. ROUTE IN CEILING �7L-3 7 cm) Lit LWC WCO 1-1/2 0 �4 r -T-1 -1/2""VTR. PROVIDE WCO IN =31 11. 1 1 11 /1 - 'C', - -_11111. ___o_ W, ..... ......... SPACE TO I 12011 RISER (TYP.) !NFANTS II E eeo 77�7_,` e�r .. .. . .. - P -FUJURE-tON 15 N *T! T CO POOL PERIMETER DECK DRAIN Sy� M 77 1-1-2mV UP IN WALL. 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FOR EXACT LOCATIONS OF KITCHEN EOL 1IPMENT AND REQUIRED PLUMBING CONNECTIONS REFER TO FOOD SERVICE EQUIPMENT DRAWINGS, 2. NUMBER DESIGNATION ON THIS SCHEDL LE CORRESPOND WITH THE NUMBER LISTED IN EQUIPMENT SCHEDULE ON FOOD SERVICE DRAWINGS. 3. ALL ROUGH -IN INFORMATION SHALL BE VERIFIED WITH THE APPROVED FOOD SERVICE EQUIPMENT SHOP DRAWINGS BEFORE BEGINNING INSTALLATION. 4. ALLFOOD SERVICE EQUIPMENT SHALL E E INSTALLED AND PIPED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL VALVES, TRAPS, TAILPIECES, INTERCONNECTING PIPING AND ASSOCIATED FITTINGS P1.2 REQUIRED FOR THE FOOD SERVICE EQ L IPMENT TO PROVIDE AND COMPLETE THE WORKING SYSTEM. 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PRO I I 0 I P ' VTR V X1,1/2 FGO I o � SPA ( � � WG ❑ 4 r j \ I / i FGOIle ; /• ,VTR FIGO All ' n I GEM �I / � ,, UTE IN WGO ,,SAN RO OVO \ ; WGO J� I I I "V 1 � I I 2''� I I -,-I \ 2Lj AN V V V ' '' �.� I I \ V"A TR PR �G / 1❑ �q I I 1 �1 /2 Ep�1 '�T\\ �� ,, UP � 3 V GEI�I /\ 0 � 0� V I � \'`� ,1 I � ; �Gr ; � � FD, 3 V TO I I O IN \ �FG �� rGO� i I \r\ 'SD i11 I I I I PAGE (TSP) UTE E �G \� ,'VTR r S SER RO LL.OVID 1 2 \ I / .1 V� I J ❑1/2 / ''�S I •� G I� , VTR 0o 2 I \� sp P O3 F I I If SPAR (T� RISE GO I G I ><1❑ I� O�I�I� ;� / I J ,p ROU DE \� 2'�VTR ALL' PRO �'4GO IN V�"VTR. G p ILIN rl / \ ❑ / ,1/2 TO 1 I� Geo IN �.�\ El1 AGE (Typ) OUTS E \ FGO / AGO BRIBER ALL. PRpVID IfV UP �1 /2 V 11/2 T 1. SPAG R Typ RISE 0111 FG0 � \ PLUMBING KEY PLAN NOTES: F±] ❑ 3" P -TRAP FOR FUTURE CONNECTION TO POOL PERIMETER DECK DRAIN SYSTEM BY POOL CONTRACTOR(TYP.) a CONNECT 1-1/2" SANITARY LINE TO EXISTING 4" SANITARY LINE. CONTRACTOR TO VERIFY AND FIELD LOCATE PRIOR TO MAKING CONNECTION. 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WITH THE CONNECTION LEGEND UNLESS OTHERWISE NOTED. 1 20°E 1 I�Vv & -1 * 120°F 2 pS SH 3/ 3/� G� p -1 OFR � P $Q SHO �NE �� SIS � RE ,, 0°F ,, �G F�T� q 1 �''GV� /� U J J J Z 0 F— z w W O FO ti Z U) U) `) V J Cr e3 Lu U) C:00 M .20 �a)M Lu H o< (9cli w JSP J U Cu Cu L- U) i2 Cu �- Cn W J E F- O h W W co W Z U N O O X M C O U 0 O � u¢ W r Z N W O 4134SOP-,wyw I W -LLi [O � LuU C= U J J J Z 0 F— z w W O FO ti Z U) U) `) V J Cr e3 Lu U) C:00 M .20 �a)M Lu H o< (9cli w JSP J U Cu Cu L- U) i2 Cu �- Cn W J E F- O h W W co Z W Z N N LL CD CD X C O U 0 Z rn CN N_ N � O U (j O � u¢ W r Z N W O I W -LLi [O � LuU C= H _ O Z W d Cn W Z J0 W � m Z rn CN U (j u¢ W N W O U V -LLi Q� LuU d O P4.2 HVAC SYMBOLS SYMBOL DESCRIPTION HVAC ABBREVIATP ABBREVIATION/DEFINITION NEW DUCT WORK ® SUPPLY AIR DUCT WORK UP THRU PLAN ® RETURN AIR OR EXHAUST DUCT WORK UP THRU PLAN r' 3 DUCT WORK TRANSITION MECHANICAL WITH 2009 SUPPLEMENTS. 90" ELBOW WITH TURNING VANES NORMALLY OPEN MANUAL AIR VOLUME CONTROL DAMPER NOR Z SUPPLY AIR DEVICE zRETURN AIR DEVICE ® EXHAUST AIR DEVICE O WALL MOUNTED THERMOSTAT SD DUCT SMOKE DETECTOR A-100 DIFFUSER DEVICE TYPE - AIR QUANTITY s-------- R-------- REFRIGERATION PIPING $--------------------------------$ CONDENSATE PIPING 0 M-0 DETAIL NUMBER DRAWING WHERE SHOWN PIU:EQUIPMENTEQUIPMENT EQUIPMENT DESIGNATION FA NAME NO. - EQUIPMENT NUMBER AMB CONTROLPANEL UC DOOR UNDERCUT AND AMOUNT . ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS ROOF MOUNTED CENTRIFUGAL FAN - MOTOR OPERATED DAMPER POOL GENERAL NOTES PROVIDE ALUMINUM DUCTWORK AND GRILLES IN ALL WET AREAS. THESE AREAS INCLUDE POOL AREA, POOL EQUIPMENT ROOM, MEN'S AND WOMEN'S RESTROOM, LOCKER ROOM, SHOWERS AND DRESSING ROOMS. NO INTERNALLY LINED DUCTWORK IN THE POOL AREA DUCTWORK TO RECEIVE PAINT ON OUTSIDE. DUCTWORK IN POOL AREA TO BE ENCLOSED IN CEILING. ONLY SUPPLY, RETURN, AND EXHAUST AIR REGISTERS ARE TO BE EXPOSED. FIRE SMOKE DAMPERS FIRE DAMPERS TO BE LABELED OR OTHERWISE IDENTIFIED AS TO THE PROTECTION RATING. FIRE DAMPERS TO BE FABRICATED AND INSTALLED IN ACCORDANCE TO THEIR LISTING SEE EMS (ENERGY MANAGEMENT SYSTEM) DRAWINGS FOR MECHANICAL CONTRACTOR RESPONSIBILITIES. COORDINATE WITH EMS CONTRACTOR. IMECHANICAL GENERAL ABBREVIATION/DEFINITION 1. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR HVAC ABBREVIATP ABBREVIATION/DEFINITION ONS CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION ABBREVIATION/DEFINITION AC ABOVE CEILING ER EXHAUST REGISTER MECHANICAL WITH 2009 SUPPLEMENTS. N.O. NORMALLY OPEN AD ACCESS DOOR ESP EXTERNAL STATIC PRESSURE FAN O.A. OUTSIDE AIR ADJ ADJUSTABLE EXH EXHAUST OBD OPPOSED BLADE DAMPER AFF ABOVE FINISHED FLOOR F° DEGREES FAHRENHEIT OC ON CENTERS ALT ALTITUDE FA FACE AREA OE OPEN-END AMB AMBIENT FA FREE AREA . ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OPNG OPENING APPROX APPROXIMATE FD FIRE DAMPER AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE PLBG PLUMBING ARCH ARCHITECT FL FLOOR Z. PRV PRESSURE REDUCING VALVE BD BACKDRAFT DAMPER FLEX FLEXIBLE EF -3 PSIA POUNDS PER SQ. IN. ABSOLUTE BHP BRAKE HORSEPOWER FPM FEET PER MINUTE 9. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. PSIG POUNDS PER SQ. IN. GAUGE BOT BOTTOM FT FEET WOMEN'S LOCKER ROOM R.A. RETURN AIR BTU BRITISH THERMAL UNIT FT 2 SQUARE FEET . THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. COORDINATE WORK SCHEDULE WITH GENERAL RAG RETURN AIR GRILLE BTUH BRITISH THERMAL UNIT/HOUR GA GAUGE OR GAGE RAR RETURN AIR REGISTER C TO C CENTER TO CENTER GAL GALLON(S) REG REGISTER CAP CAPACITY GPM GALLONS PER MINUTE RH RELATIVE HUMIDITY CD CEILING DIFFUSER GR GRILLE WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. RPM ROTATIONS PER MINUTE CFM CUBIC FEET PER MINUTE HD HEAD SEE DRAWINGS RTU ROOF TOP UNIT CLG CEILING HP HORSEPOWER . ALL WORK SHALL BE IN IN ACCORDANCE WITH CITY CODES, STATE OF FLORIDA 2007 FBC MECHANICAL CODE WITH 2009 SUPPLEMENTS AND S.A. SUPPLY AIR CO CLEANOUT HR HOUR 1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH SE SMOKE EXHAUST COMP COMPRESSOR H/C HEATING COIL [11.0] SG SUPPLY GRILLE CONC CONCRETE IN INCHES 5. PROVIDE EQUALIZING GRID (TITUS MODEL EG). FOR DIFFUSERS SP STATIC PRESSURE (IN. W.G.) COND CONDENSATE KW KILOWATT CONTINUOUS OPERATION WHEN BLDG OCCPD SPEC SPECIFICATION CONN CONNECTION KWH KILOWATT HOUR SQ SQUARE CONT CONTINUATION LAT LEAVING AIR TEMPERATURE SR SUPPLY REGISTER CP CONTROL PANEL LBS. POUNDS SS STAINLESS STEEL C/C COOLING COIL L&S LOUVER & SCREEN 1,2,8 STIR STRUCTURAL JANITOR 1 DRAIN MAX MAXIMUM BELT TD TEMPERATURE DIFFERENCE DB DRY BULB MBH 1000 BTU/HOUR NOTES: FAN TYPE: ACCESSORIES: TEMP TEMPERATURE dB DECIBEL MD MANUAL DAMPER DAMPER (MOD) 10. INLET VANES TG TRANSFER GRILLE DIA DIAMETER MIN MINIMUM TO BE SAME VOLTAGE 7. ADJUSTABLE SHEAVES TRANS TRANSITION DIFF DIFFUSER MOD MOTOR OPERATED DAMPER 945 TYP TYPICAL DN DOWN MTD MOUNTED T'STAT THERMOSTAT DWGS DRAWINGS NC NOISE CRITERIA [11.3] UNO UNLESS NOTED OTHERWISE E.A. EXHAUST AIR NIC NOT IN CONTRACT VEL VELOCITY EAT ENTERING AIR TEMPERATURE NOM NOMINAL WB WET BULB EF EXHAUST FAN NO. NUMBER OR DESIGNATION 121.6 WC WATER COLUMN EG EXHAUST GRILLE NPSHA NET POS. SUCTION HD AVAIL RTU -8 WG WATER GAUGE EL ELEVATION NTS NOT TO SCALE 150,000 W/ WITH ENGR ENGINEER NIA NOT APPLICABLE 96.1 % PERCENT ENT ENTERING N.C. NORMALLY CLOSED 1-10 RTU -9 LOCKER ROOMS IMECHANICAL GENERAL NOTES 1. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR 1E. VERIFY POWER REQUIREMENTS VOLTAGE, AMPERAGE, PANEL CIRCUITRY WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION FRAME FINISH SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2007 FBC 17 PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS AND ROOFTOP UNITS. SLOPE CONDENSATE LINES 1/8" PER MECHANICAL WITH 2009 SUPPLEMENTS. 0-117 CFM=6"RND FOOT, CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE FAN CFM DRAIN TRAP" DETAIL. 2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH FAN MODEL # LATEST SMACNA STANDARDS. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST 1 . GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. TITUS - TMS -AA FROM DEFECT. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND THE 2007 FBC 1 DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR MECHANICAL WITH 2009 SUPPLEMENTS.. TYPE REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 4. ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. 2 . FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT 1,315 1,325 LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KC OR EQUAL.FLEXIBLE DUCT SHALL BE INSULATED FIBERGLASS, 5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES. KID'S KLUB TOILETS R-6, CLASS 1, UL181 LISTED AND COMPLY WITH NFPA 90A AND NFPA 90B. 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. 2 . ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS 1285 TITUS - OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A 7. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR, INSTALLED IN DUCT BY THE MECHANICAL CONTRACTOR 54 NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE CD -2 IN THE FIELD. ALARM CODE; NFPA 90A, STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2007 FBC MECHANICAL WITH 2009 327 - 470 CFM =12" RND 24 x 24 SUPPLEMENTS, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE LOCATION OF SMOKE Z. ALL AIR HANDLING UNITS, ROOFTOP UNITS AND FANS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DETECTORS WITH FIRE ALARM CONTRACTOR. PROVIDE A VISIBLE/AUDIBLE NOTIFICATION PANEL. MAKE: SYSTEM SENSOR SSK451 OR EQUAL, GB -091-4 DIFFUSERS AND REGISTERS TO WITHIN 10 PERCENT OF QUANTITIES SHOWN ON DRAWINGS. COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM. CONTINUOUS OPERATION EF -3 SAR-1 211 PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH 8. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. DRAWINGS SEE DUCTWORK IS ATTACHED. 9. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 24. CONTRACTOR SHALL PROVIDE 3 COPIES OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT DAY CARE 1,2,8 TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) 10. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL RESISTANCE (R) INSULATION PER WOMEN'S LOCKER ROOM OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR SPECIFICATIONS AND SHALL HAVE VAPOR BARRIER. INSTALL PER MFR. REQUIREMENTS. SAG TO THE FINAL INSPECTION. 11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. 2 . THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. COORDINATE WORK SCHEDULE WITH GENERAL SAR-3 TBD TITS -2 CONTRACTOR. 12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 SEE DRAWINGS BAK. WHT. ENAMEL DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. 2& WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH RAR SEE DRAWINGS MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS 1,2,4,6 ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. EF -6 BASKETBALL SEE 21 PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY 14. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION TITUS - 30RL MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. DRAWINGS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND 1,2,4,6 RAR -3 ELECTRICAL PLANS BEFORE SUBMITTING M TTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTORS 15. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT & MATERIALS. INSTALLATION SEE DRAWINGS FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS. OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. 1,2,4,6 EAR -1 TITUS - 350FL 2 . ALL WORK SHALL BE IN IN ACCORDANCE WITH CITY CODES, STATE OF FLORIDA 2007 FBC MECHANICAL CODE WITH 2009 SUPPLEMENTS AND SEE DRAWINGS BAK. WHT. ENAMEL ALL OTHER APPLICABLE CODES. EXHAUST FAN SCHEDULE AIR DEVICE SCHEDULE TAG MFG./CAT. It TYPE NECK FRAME FINISH NOTES MIN OA CFM OA PROVIDED AEROBICS 0-117 CFM=6"RND 12x12 FAN CFM EXT DRIVE FAN MODEL # ACCESSORIES 118 - 208 CFM = 8" RND HP CD -1 TITUS - TMS -AA CD 209 - 326 CFM = 10" RND TYPE BAK. WHT. ENAMEL 1,2,3,4,5 TYPE RPM (WATTS) 327 - 470 CFM =12" RND 24 x 24 1,315 1,325 CIRCUIT 1 EF -1 KID'S KLUB TOILETS 471 - 640 CFM =14" RND 150 0.5 BELT 1285 TITUS - 120/1 209 - 326 CFM =10" RND 54 1,2,8 CONTINUOUS OPERATION WHEN OCCUPIED CD -2 TDCA-AA CD 327 - 470 CFM =12" RND 24 x 24 BAK. WHT. ENAMEL 1,2,3,4,5 1/4 120/1 GB -091-4 471 - 640 CFM =14" RND 1,2,8 CONTINUOUS OPERATION EF -3 SAR-1 3TITU HD SAG SEE DRAWINGS DRAWINGS SEE BAK. WHT. ENAMEL 1,2,3,4,5 120/1 GB -091-4 DAY CARE 1,2,8 SEE EF -4 WOMEN'S LOCKER ROOM SAR-2 TITUS - 300FL SAG SEE DRAWINGS DRAWINGS BAK. WHT. ENAMEL 1,2,3,4,5 SAR-3 TBD TITS -2 SAG SEE DRAWINGS SEE DRAWINGS BAK. WHT. ENAMEL 1,2,4,5,7 RAR -1 TITUS - PAR-A/ RAR SEE DRAWINGS 24 x 24 BAK. WHT. ENAMEL 1,2,4,6 1,2,8 CONTINUOUS OPERATION WHEN OCCUPIED EF -6 BASKETBALL SEE 800 0.5 RAR -2 TITUS - 30RL RAR SEE DRAWINGS DRAWINGS BAK. WHT. ENAMEL 1,2,4,6 RAR -3 TITUS - 350FL RAR SEE DRAWINGS SEE DRAWINGS BAK. WHT. ENAMEL 1,2,4,6 EAR -1 TITUS - 350FL EAR SEE DRAWINGS SEE DRAWINGS BAK. WHT. ENAMEL 1,2,4,6 DEVICE TYPE LEGEND: NOTES: CD =CEILING DIFFUSER', 1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH RAR = RETURN AIR REGISTER CEILING TYPE AS CALLED FOR BY ARCHITECT. EAR = EXHAUST AIR REGISTER 2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. SAR = SUPPLY AIR REGISTER 3. CEILING DIFFUSERS SHALL BE 4 -WAY THROW UNLESS NOTED [11.0] OTHERWISE OR SHOWN ON PLANS WITH DIRECTIONAL ARROW(S). EF -9 4. IF NECESSARY, PROVIDE TOP HAT FOR GRILLES REGISTERS AND 3 DIFFUSERS. 0.5 5. PROVIDE EQUALIZING GRID (TITUS MODEL EG). FOR DIFFUSERS 1285 TAPPED DIRECTLY FROM BOTTOM OF DUCT, PROVIDE OPPOSED 120/1 BLADE DAMPER (TITUS MODEL D-57). 284,000 6. PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS. CONTINUOUS OPERATION WHEN BLDG OCCPD 7, PROVIDE 3/4" SLOT WIDTH, 4' LONG. SEE DETAIL 15 SHEET M4.1. EXHAUST FAN SCHEDULE EXHAUST AIR (EF -4) ZONE SF ZONE USE NO PEOPLE ROOF TOP UN CFM/ PERSON MOTOR MIN OA CFM OA PROVIDED AEROBICS MARK SERVICE FAN CFM EXT DRIVE FAN MODEL # ACCESSORIES CONTROL HP 50 UNIT - 0,30 TYPE @ 70 DEG.F SP TYPE RPM (WATTS) VOLTS PH -HZ 1,315 1,325 CIRCUIT 1 EF -1 KID'S KLUB TOILETS 3 150 0.5 BELT 1285 1/6 120/1 GB -071-6 54 1,2,8 CONTINUOUS OPERATION WHEN OCCUPIED EF -2 POOL EQUIPMENT ROOM 3 600 0.5 BELT 1285 1/4 120/1 GB -091-4 938 1,2,8 CONTINUOUS OPERATION EF -3 CYCLING ROOM 3 800 0.5 BELT 1435 1/4 120/1 GB -091-4 DAY CARE 1,2,8 INTERLOCK WITH RTU -6 EF -4 WOMEN'S LOCKER ROOM 3 2150 0.75 BELT 1450 3/4 120/1 GB -141-3 1,128 1,2,8 CONTINUOUS OPERATION WHEN OCCUPIED EF -5 MEN'S LOCKER ROOM 3 2000 0.75 BELT 1450 3/4 120/1 GB -141-3 1,2,8 CONTINUOUS OPERATION WHEN OCCUPIED EF -6 BASKETBALL 3 800 0.5 BELT 1435 1/4 120/1 GB -091-4 1,2,8 INTERLOCK WITH RTU -2 EF -7 VIDEO EQUIPMENT ROOM 3 250 0.5 BELT 1580 1/6 120/1 GB -071-6 1,170 1,2,8 CONTINUOUS OPERATION PEF-8 SEE SCHEDULE ON MO.2 460130 8 50 2,400 175.4 98.0 95/80 80167 [11.0] TRANE EF -9 STORAGE 117 3 100 0.5 BELT 1285 1/6 120/1 GB -071-6 284,000 1,2,8 CONTINUOUS OPERATION WHEN BLDG OCCPD EF -10 ELECTRIC ROOM 3 200 0.5 BELT 1580 1/6 120/1 GB -071-6 1-12 1,2,8 CONTINUOUS OPERATION EF -11 STORAGE 120 3 100 0.5 BELT 1285 1/6 120/1 GB -071-6 50 1,2,8 CONTINUOUS OPERATION WHEN BLDG OCCPD EF -12 JANITOR 1 3 250 0.5 BELT 1580 1/6 1 120/1 1 GB -071-6 1,2,8 CONTINUOUS OPERATION NOTES: FAN TYPE: ACCESSORIES: 3.0 1. MODEL NO. BASED ON 1. CABINET FAN 1. 12" HEIGHT CURB 8. DISCONNECT AND INTERNAL CONDUIT GREENHECK U.N.O. 2. CABINET FAN WITH CEILING 2. BACKDRAFT DAMPER 9. INERTIA BASE 2. PROVIDE ADJUSTABLE GRILLE 3. MOTOR -OPERATED DAMPER (MOD) 10. INLET VANES SHEAVES THRU 15 HP 3. ROOF CENTRIFUGAL 4. SPRING ISOLATORS 11. ALUMINUM BIRD SCREEN IF AVAILABLE EXHAUSTER 5. R.I.S. ISOLATORS 12. WALL MOUNTING BOX WITH GUARD 3. MOD. WHERE SCHEDULED 6. BELT GUARD 13. FILTER SECTION TO BE SAME VOLTAGE 7. ADJUSTABLE SHEAVES YCD180E4 AS MOTOR RTU -6 OUTDOOR AIR SCHEDULE EXHAUST AIR (EF -4) ZONE SF ZONE USE NO PEOPLE ROOF TOP UN CFM/ PERSON CFM/ SIF MIN OA CFM OA PROVIDED AEROBICS 2,973 HEALTH CLUB 60 566 20 0.06 1,378 1,380 BASKETBALL 3,883 GYMNASIUM 50 UNIT - 0,30 1,165 1,170 CARDIO 3,914 HEALTH CLUB 54 20 0.06 1,315 1,325 CIRCUIT 1 3,915 HEALTH CLUB 54 20 0.06 1,315 1,330 CIRCUIT 2 3,915 HEALTH CLUB 54 150 20 0.06 1,315 1,325 CYCLING 1,300 HEALTH CLUB 43 [EER] 20 0.06 938 945 FREE WEIGHTS 4,461 HEALTH CLUB 55 0 20 0.06 1,368 1,380 KIDS KLUB 1,620 DAY CARE 16 - 0.30 486 500 LOCKER ROOMS 4,712 LOCKER ROOM 75 7.5 0.12 1,128 1,135 TRAINING 1,757 HEALTH CLUB 18 20 0.06 465 470 RECEPTION/SALES 2,646 SALES 30 5,520 7.5 0.12 543 600 POOL AREA 3,966 SWIMMING POOL - 50 - 0.48 1,906 2,000 NOTE: OUTSIDE AIR CALCULATION BASED ON ASHRAE STANDARD 62.1-2007. [11.0] EXHAUST AIR (EF -5) ZONE EXHAUST AIR (EF -4) ZONE SF CFM/FIXTURE NO FIXTURES/SHWR HEADS ROOF TOP UN IT SCHEDULE SA CFM ACTUAL EA WOMENS LOCKER 113 - (0.5 CFM/SF) - 566 1300 1000 WOMENS TOILET 342 FAN 7 50 GAS HEATER UNIT POWER WOMENS SHWR 245 COOLING CAPACITY 8 EQUAL TO 400 0 AREA NOMINAL 21 - - - - 300 0 124 UNISEX RR. 79 WEIGHT 50 - 100 150 SEER 2000 2150 MARK SERVED TONS (LBS) [EER] NOTES N E S p d O 0 D TC Sc AMBIENT ENTERING CFM 0/A (IN) HP INPUT OUPUT V/0 IV CA MOCP (MBH) (MBH) DB°F/WB°F DB°F/WB°F MFG. MODEL RTU -1 AEROBICS 15 5,520 1,380 1.0 3.0 350,000 284,000 460/30 G 8 50 2,400 175.4 98.0 95/80 80/67 [11.0] TRANE YCD180E4 1-12 RTU -2 BASKETBALL 15 5,500 1,170 1.0 3.0 350,000 284,000 460130 8 50 2,400 175.4 98.0 95/80 80167 [11.0] TRANE YCD180E4 1-12 RTU -3 CARDIO 15 5,600 1,325 1.0 3.0 350,000 284,000 460/30 8 50 2,400 175.4 98.0 95/80 80/67 [11.0] TRANE YCD180E4 1-12 RTU -4 CIRCUIT 1 15 5,650 1,330 1.0 3.0 350,000 284,000 460/30 38 50 2,400 175.4 98.0 95/80 80/67 [11.0] TRANE YCD180E4 1-12 RTU -5 CIRCUIT 2 15 5,600 1,325 1.0 3.0 350,000 284,000 460/30 38 50 2,400 175.4 98.0 95/80 80/67 [11.0] TRANE YCD180E4 1-12 RTU -6 CYCLING 10 3,605 945 1.0 2.0 200,000 160,000 460/30 22.7 30 2,000 121.0 109.1 95/80 80/67 [11.3] TRANE YCD120E4 1-10 RTU -7 FREE WEIGHTS 17.5 6,400 1,380 1.0 5.0 350,000 284,000 460/30 144 60 2,500 199.7 121.6 95/80 80/67 [11.0] TRANE YCD210E4 1-12 RTU -8 KIDS KLUB 7.5 2,840 500 0.8 1.0 150,000 120,000 460/30 9.5 30 1,000 96.1 83.4 95/80 80167 [11.2] TRANE YSC090E4 1-10 RTU -9 LOCKER ROOMS 12.5 4,595 1,135 1.0 3.0 250,000 203,000 460/30 32 40 2,000 142.1 81.8 95/80 80/67 [11.0] TRANE YCD150E4 1-12 RTU -10 TRAINING 6 2,400 470 0.8 1.0 120,000 96,000 460/30 8.2 25 1,000 76.4 67.6 95/80 80/67 [11.2] TRANE YSC072E4 1-10 RTU -11 RECT./SALES 12.5 4,580 600 1.0 3.0 250,000 203,000 460/30 132 40 2,000 142.1 81.8 95/80 80/67 [11.0] TRANE YCD150E4 1-12 DHU-1 SEE SCHEDULE ON MO.2 GENERAL NOTES (FOR ALL RTUs): 1. PROVIDE STANDARD HEIGHT ROOF CURB 2. PROVIDE DISCONNECT SWITCH 11. PROVIDE WITH HUMIDISTAT 3. PROVIDE 2" TA FILTERS 12. PROVIDE UNIT W/DEHUMITIFICATION OPTION (COORD. W/ H ON EMS) 4. INDIVIDUAL RTUs TO BE MONITORED THROUGH A DDC CONTROL PANEL 5. PROVIDE OPTIONAL BLOWER DRIVE KIT 6. PROVIDE OA ECONOMIZER FUNCTION WITH MOUNTED DIFFERENTIAL ENTHALPY CONTROLS AND BARAMETRIC RELIEF 7. PROVIDE GFI NON -POWERED CONVENIENCE OUTLET 8. PROVIDE CODE REQUIRED HURRICANE TIE -DOWN 9, BASIS OF DESIGN IS TRANE INDUSTRIES 10. PROVIDE CORROSION PROTECTION ON UNIT CASING, AND BOTH EVAPORATOR AND CONDENSER COILS AGAINST THE SALT IR EXHAUST AIR (EF -5) ZONE EXHAUST AIR (EF -4) ZONE SF CFM/FIXTURE NO FIXTURES/SHWR HEADS CFM/FIXTURE CODE REQ'D EA SA CFM ACTUAL EA WOMENS LOCKER 113 - (0.5 CFM/SF) - 566 1300 1000 WOMENS TOILET 342 50 7 50 350 300 400 WOMENS SHWR 245 50 8 50 400 0 600 WOMENS LOCKER CORR 21 - - - - 300 0 124 UNISEX RR. 79 2 50 - 100 150 2007 FBC MECHANICAL WITH 2009 SUPPLEMENTS 2000 2150 EXHAUST AIR (EF -5) ZONE SFj CFM NO FIXTURES/SHWR HEADS CFM/FIXTURE CODE REQ'D EA SA CFM ACTUAL EA MENS LOCKER 1161 NET FREE AREA OF EACH (0.5 CFM/SF) - 617 1300 1000 MENS TOILET 21 - 7 50 350 300 400 MENS SHWR 30E � 10 50 500 0 600 MENS LOCKER CORR 20 0 (D - - - 300 0 LL.1 LU N 1900 2000 GRAVITY ROOF VENT SCHEDULE TYPE CFM SERVICE THROAT MANUFACTURER MODEL NOTES Mechanical Floor Plan 799,000 NET FREE AREA OF EACH SIZE IS 1 SQ IN PER 4,000 B UH OF COMBINED INPUT RATING OF FUEL-BURING APLI GRV-1 200 INTAKE - COOK PR (8) 1,2 NOTES: 1. PROVIDE MANUFACTURER'S ROOF CURB. COORDINATE WITH ROOF TYPE. 2. PROVIDE INSECT SCREEN. zt1 ELECTRIC HEATER UNIT SCHEDULE MARK CFM AMPS I VI0 MANUFACTURER I MODEL NOTES UH -1 1 300 1 2.25 KW 1 208/1 1 RENZOR NOTES: 1. INSTALL PER MANUFACTURER'S REQUIREMENTS. 2. BOTTOM OF UNIT HEIGHT = T-0" A.F.F. 3. CONTRACTOR TO COORDINATE LOCATION OF UH -1 WITH OTHER EQUIPMENT. P OL EQUIPMENT ROOM COMBUSTION AIR APPLIANCE BTUH INPUT SPA HEATEF 199,000 POOL HEATER (2 @1300,000) 300 600,000 Mechanical Floor Plan 799,000 NET FREE AREA OF EACH HORIZ DUCT OPENING (HIGH AND LOW) IS 1 SQ IN PER 4,000 B UH OF COMBINED INPUT RATING OF FUEL-BURING APLI NNCES DRAWING COMBUSTION AIR FROM THE SPACE 200 MIN SQ IN REQUIRED 18X12 DUCT SIZE (EACH) EMS Details TYP FOR 2 DUCTS: (1) HIGH, (1) LOW EGW-2 SEE NOTES DRAWING INDEX SHEET NUMBER TITLE M0.1 Mechanical General Information M0.2 Poolpak HVAC System M3.0 Mechanical Floor Plan M3.2 Mechanical Roof Plan M4.1 Mechanical Details EMS0.1 EMS Schedules EMS0.2 EMS Single Line EMS0.3 EMS Details EMS0.4 EMS Details EMS3.0 Floor Plan EMS Controls EMS3.2 Roof EMS Controls � U a ra W J J Z 0 �N 00 � + w z w WO-) w�J U a� z v CJ o o o � N '� � ems.✓ � O PLO Q -I w � U a ra W J J Z 0 I- Z + w z w WO-) w�J N o r` z CJ YN M O L Uco /^) Cr W0) c00 3 `IO O C) M °1 Q LL 0 (D M z C7 o CU Ul) CU 'Z ��Q Y J U LL.1 LU U Q UL1 M U_ Z Q F_ Q vWcMM nn< N vU W M J J O LL UQ Zm 0 U QZ a � J Q C TQ w U w 0 a 0 CU E C CU CD D V CU U CB w VJ CD H w w 0 N Z + w w�J N CO CJ YN M O U o y CD w Z Y Y LL.1 LU N w o low_- 0 0 cm Q N 2 d O 0 D U z s Uj a G � a m t- z M0 Ir F/5 w Q w Z J 9 Uj Ctf M 0 N Z _m N CO CJ U o w Z Y Y N w o U 0 Q 2 d O D U M0.1 I PROVIDE OPEN ENDED DUCT WITH SCREEN. '.,_.,. .._. ...... ... .. ........ .. ...._._ ....... FIRE RISER RI1. UH ? EF 7 pla9 £ , FREE WEIGHF-';, 1113 I€ r- ............. ELECT, ROOM PROVIDE `% EF PEN ENDED eGRV 7 io �UCT WITH SCREEN. Of.......... {I I RAR -2 18X18 800 CF M RAR -2 / PROVIDE OPEN ENDED DUCT WITH E1 SCREEN. E f 20 (�gm _.. t i , i •- '/ ` $ RTu' 4330 CF M 1� �wV n ,£ I t a I Ia g u 18x18 I CFM SD '..,,., x _..:�I�- EAR 1 €/ x ELdSSI \°1L:. EAR 1 CD 1 E 12x12 { D-1 BAR N ?� � 18x18 W__50 CFM _.................... „ , x 36x20 36x20 CD -1 75CFM 7 200CFM....; �, 4 E JD -1 600 CFM (TYP 2) P. 2 CD 1 I 150 CFM E� (fY ) ( ® PEF 150 CFM X DRY STORAGE 's 400 CFM 6 so 1 s I{`.-2�,- D 36X2415� E SW, } ;f F , m� `E x � 70 CFM V. ' _.� .—_ �:.:— . ...... _ i� t _-._,._.__.. -i 4 1 2 V ........ ........ ... ..... ......� 26x24 26x24 co 1 ,7 �... 20x20 D so b x. 24x18: 24x18 : ` 24x20 6 RAR 1 x D O . 8 RTU S4R 3 I so � 18x18 AJ 1170 CF M RAR3 % c� ? (Dr -R71 (TYP.24) ' YP. 2 _.,. _ . U RART....;g 16x14 I 24x20 l 12x12 N 1500 CF M 400 CF M 6 N (TY P 4) x (TYP 2) , _r. - UEP ON DESK 1204 — - - — 24x2 4 LAP I £ PMOL f }} [ X X i SAR-2 j 3 I ; CD -2 18x10 _ 4 _ ' lop 400 CF M:... CD -1 460 CFM 400 CFM CD -1 (TYP 6)(TYP. 3) _7 450 CFM SALES .. 1 1 II ENTRANCE °BICE YP.6 w .0 _J 1 R ) I H — 34x20 , 26x18 I i 20x16 1874 „ t { I } ' I a € � I f a 3 ' I REAR i { { J I I Mechanical Floor Plan LEFT RIGHT Scale: 3/32" =1' 0" f FRONT (:( ,`s 9� �•,� 1� 69,3 q HJ, i b MECHANICAL KEY PLAN NOTES: 10 12 x 14 EXHA JIST AIR RISER UP TO EF -2 ON ROOF. PROVIDE MANUAL DAMPER AND BALANC FOR 600 CFM. TERMINATE DUCT 6" A.F.F. WITH 114" MESH SCREEN OVER OPEN END OF DUCT. 0 FRESH AIR COMBUSTION DUCTS AND COMBUSTION BY-PRODUCT DUCTS UP TO TYPE -B V NTS FOR POOL AND SPA HEATERS. SEE DETAIL 11 ON M-4.1. POOL ANDS A HEATERS DESIGN WILL BE PROVIDED IN FUTURE POOL AND SPA PERMIT 1ACKAGE. COORDINATE ROUTING, MATERIAL AND ROOF PENETRATIO I REQUIREMENTS WITH POOL PERMIT PACKAGE DRAWINGS. 03 (2) 26 x 12 CC MBUSTION AIR DUCTS UP THRU ROOF (ONE) TERMINATING 12" A.F.F., THE 0 rHER 12" BELOW ROOF DECK. DUCT TERMINATION MIN. OF 10'-0" FROM ANY EXHAUST OR COMBUSTION VENT. SEE DETAIL 2 ON M-4.1. 04 BALANCE FO 3 600 CFM. TERMINATE OPEN ENDED DUCT WITH 1/4" WIRE MESH 6" A.F.F. O5 CONTRACTO13 SHALL VERIFY LAYOUT OF ROO M WITH POOL EQUIPMENT DESIGNER P IOR TO INSTALLATION OF ALL EQUIPMENT AND DUCTS. INSTALL SM KE DUCT DETECTOR IN SUPPLY AND RETURN DUCTS. O ROOF MOUN ED EXHAUST FAN. COORDINATE EXACT LOCATION OF PENETRATIO 4 WITH ARCHITECTURAL ROOF PLAN. INSTALL PER MANUFACTU ER'S RECOMMENDATIONS, INSTALLFLE]BLE CONNECTIONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. SUPPLY AND RETURN DUCT SIZES UP TO ROOFTOP UNIT SHALL BE SIZE OF ROOF TOP U IT OPENING. 1® SLOT DIFFUS RS AT POOL AREA GLAZING. SEE DETAIL M4.1, DETAIL 16. r N N cck LLI COr G s` o z � Q Cr w > Q W ir��Q Z Ci m r H p CO _ Z Y O N H Q W < W = a_ 0 0 U M3. 0 i N S MM 0 1 U 00 Z O ■ ME i Z i � I.L. Wm AO Z W W s / co / W� 00 Z0 CO o co CO _ �Q LL 00 ui z c� o LOcuz W Q Z Cd p-.4 �e 4 J y •�w 7 G • • V� U N U r N N cck LLI COr G s` o z � Q Cr w > Q W ir��Q Z Ci m r H p CO _ Z Y O N H Q W < W = a_ 0 0 U M3. 0 i Z O ■ ME i Z i � I.L. Wm AO Z W W s / co / W� 00 Z0 CO o co CO _ �Q LL 00 ui z c� o LOcuz W Q Z r N N cck LLI COr G s` o z � Q Cr w > Q W ir��Q Z Ci m r H p CO _ Z Y O N H Q W < W = a_ 0 0 U M3. 0 i ■ ME i i • e Z . �e 4 J y 7 G • • r N N cck LLI COr G s` o z � Q Cr w > Q W ir��Q Z Ci m r H p CO _ Z Y O N H Q W < W = a_ 0 0 U M3. 0 i ■ i r N N cck LLI COr G s` o z � Q Cr w > Q W ir��Q Z Ci m r H p CO _ Z Y O N H Q W < W = a_ 0 0 U M3. 0 i - - - - - - - - - - - - - - F E6 2 1 1/2" co -------------- I 2 L.-- — --J , 11 L-------------- J 2" L -------------- J 2" ------- - - - - - - - - - - - - - - Co Co rR-T-U1 I 21z [2-1 1 1/2" 1 1/4" -�7 LL4�� Co 2 1 1/4" 62..i------- _--- I 1\ RTU I \ Ljx]j L -------------- I L 10 --------------- i L ------------ 11 1/4" EF 3 RTU 5 1 1/2" L ---------------J 8 6 T C01l 1 1/2" 1 1/4" Ir ICO 2` CO i L --------------- J I 11/4' Col RTU 1 1 1/4": EF -3 F-110 ------------ -- 0 1 1/4" 1 8 i L --- i i --- — I L------------- --- ------- ERTU i \/-,, if-\-,' 11/4" 8 1 A L-- -Lt i I r -1 = L -------------I F 1-1-1 < E] i i/4" ------ Co Lu :z ui UJ C\j 1 1/2" ------------- LU LL U) 0 I I I 18 4"4 Lu - RTU MEGMANICAL - — — — — — — — — — — — — — — — - — — — — — — — — — — COORDINA' ----------- ........ . ............................................................. 03 4 i rl 1/4" 1 fit u ACC E] r ----T-----7--- I I I IFK, -�" DHU I x I 2" COORDINK'E WITH MANUFACTURER'S RECOMMENDATIONS. S. RUN COND TERMINATE NSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCA 1 . .............. L - - --- - - - - - - - L - - - - - - - - - - - - - - - --- - - - - - - - - - - - i L --------------- J I 11/4' Col RTU 1 1 1/4": EF -3 F-110 ------------ -- 0 1 1/4" 1 8 i L --- i i --- — I L------------- --- ------- ERTU i \/-,, if-\-,' 11/4" 8 1 A L-- -Lt i I r -1 = L -------------I F 1-1-1 < E] i i/4" ------ Co f Mv 1., 0 � .. . ....... 1 14' F- - -- - - - - -- - - - 3 EF 4 RTU me BXA16 xi X1115 IVVI 5 L ------------J ----------- u w - - -------- - ....... ... ..... ..... .... .......... .......... . .... ....... . ......... . ............................. -------- -J 21 Am --4 .......... . ................ .......... . . ......... ...... . ..... REAR LEFT RIGHT Mechanical Roof, Plan NScale: 3/32" 1'-0" FRONT 3 r4 E3 4' (21 3,7 1 0 Lu :z ui UJ C\j 00 LL - LU LL U) 0 . ........... 4"4 Lu - MEGMANICAL KEY PLAN NOTES: - --- - ----- COORDINA' -E EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL ........ . ............................................................. .... ............ . AND STRUCTURAL DRAWINGS. REFER TO RTU CURB DETAILON MECHANICAL DETAIL SHE ET AND STRUCTURAL DRAWINGS FOR RTU INSTALLATION. COORDINK'E WITH MANUFACTURER'S RECOMMENDATIONS. RUN COND TERMINATE NSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCA 1 ION OF DRAINS/GUTTER. REFER TO TONDENSATE TRAP DETAIL ON MECHANICAL DETAIL SHEET FOR PIPE SIZE. REFS I TO PIPE SUPPORT DETAIL ON MECHANICAL DETAIL SHEET FOR INSTALLATI N. .......... ...... ... . ....... .... ........... . ......................... TRANSITIOI J SUPPLY AND RETURN ARE DUCTWORK TO FILL SIZE OF ROOF TOP INTO OPEN NGS. PROVIDE FLEX CONNECTION BETWEEN RISERS AND UNIT. SEE DETAIL 80 M-4.1 Q REFER TO MECHANICAL ROOFTOP UNIT DETAIL AND STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT TIE DOWN DETAILS. COORDINATE WITH MANUFACTJRER'S RECOMMENDATIONS. CONTRACT DR SHALLCOORDINATE CONDENSATE PIPE ELEVATION WITH ROOF SLOPE TO AINTAIN PROPER CONDENSATE PIPE DRAINAGE SLOPE. O COORDINK-E CONDENSATE PIPING/ ROOF STORM DOWNSPOUT TERMINATION Lu WITH CIVILj SITE DRAWINGS. f Mv 1., 0 � .. . ....... 1 14' F- - -- - - - - -- - - - 3 EF 4 RTU me BXA16 xi X1115 IVVI 5 L ------------J ----------- u w - - -------- - ....... ... ..... ..... .... .......... .......... . .... ....... . ......... . ............................. -------- -J 21 Am --4 .......... . ................ .......... . . ......... ...... . ..... REAR LEFT RIGHT Mechanical Roof, Plan NScale: 3/32" 1'-0" FRONT 3 r4 E3 4' (21 3,7 1 0 Cz 0 0 Cr Cz C-) Cz LL1 (a) L 2! LJ LLJ Cf) Lu :z ui UJ C\j 00 LL - LU LL U) 0 . ........... 4"4 Lu - - — - --- - ----- -------------- - ---- — Fco Xi Pt O of co C14 ccoq uV W ILL 0 %loot � IJ w QIn 0 Z (-4 r w Lu Z F- 0 LLJ Lu .1 0 Cz 0 0 Cr Cz C-) Cz LL1 (a) L 2! LJ LLJ Cf) Lu :z ui UJ C\j coC\j LL - LU LL U) 0 . ........... .................... Lu - - — - --- - ----- -------------- - ---- — Fco O of co C14 ccoq uV W ILL 0 Q IJ w QIn 0 Z (-4 CD Lu Z F- 0 LLJ Lu .1 0 Cz 0 0 Cr Cz C-) Cz LL1 (a) L 2! LJ LLJ Cf) M3.2 Lu :z ui UJ C\j coC\j LL - LU LL U) 0 . ........... .................... Ilk% r - - — - --- - ----- -------------- - ---- r-_: N O LLJ 0 6i > LU UJ K1 I I I I I Z ... . . . ..................................... !Q Lu ui N Lu zs 3: �5 aG Y.1 0 < w a. 0 0 M3.2 LIGHTING CONTROL PANEL LCP CIRCUIT CONTROL LOCATION MASTER SWITCH ZONE No. NOTES FIXTURE VOLT MOUNTING Al A2 B1 62 B3 ❑C C1 FC2] FC3] C4 C5 D1 D2 D3 ❑E [El [E2] G1 G2 [G3] m WATTS "d HL -5 A/V /STORAGE ROOM LIGHTING A 2X4 TROFFER, COLUMBIA #4PS24 432G FSA12 EB8-UNV. "AX" (4) HL -7 TRAINERS AREA LIGHTING 277 RECESSED HIGH T -GRID CEILINGS HL -9 TRAINERS AREA LIGHTING CIS N m HL -11 OPEN AREA WALL WASHER LIGHTING Cn AX cc) HL -13 AEROBICS ROOM LIGHTING U Q LLI : �"r Q' HL -15 AEROBICS ROOM LIGHTING 2X4 TROFFER, COLUMBIA #4PS24 332G FSA12 EB8-UNV. "A3X" (3) 32T8/SPX35 HL -17 KID'S KLUB / SALES AREA LIGHTING RECESSED z w 0r w o = t7 z o P: c� z o� w m z Ow �-w 00 U z z Q m T C5 F ADD B50 TO MODEL # FOR EM FIXTURE HL -19 JUICE BAR / STORAGE ROOM LIGHTING W o HL -21 RECEPTION CEILING LIGHTING T) HL -23 INDIRECT WALL/ RECEPTION LIGHTING CL AA1 HL -25 ROOF ROTUNDA LIGHTING 4W/T5/835 3 P/C "ON", T/C "OFF" HL -27 CIRCUIT TRAINING / CARDIO LIGHTING HO-T5-E-W-C-277-LVR p L-29RCUIT RAINING / CA IO L HTING HL -31 CIRCUIT TRAINING / CARDIO LIGHTING 2OMR16/ 29 HL -33 CIRCUIT TRAINING LIGHTING TRACK LIGHTING (JUICE BAR) CMHMR16-WT-CT-277-VWV, JUNG TRACK (2) 6'TRACKS HL -35 CIRCUIT TRAINING LIGHTING HL -37 FREE WEIGHTS AREA LIGHTING HL -39 FREE WEIGHTS AREA LIGHTING>_ AG HL -41 FREE WEIGHTS AREA NIGHT LIGHT LIGHTING 7MR16/HIR/ 40 277 HL -2 BASKETBALL COURT LI TING C/G25 HL -4 BASKETBALL COURT LIGHTING HL -6 ELECTRICAL / STORAGE ROOM LIGHTING (2) 28T5/835 53 HL -8 WOMEN'S LOCKER & DRESSING RM. LIGHTING T -GRID CEILINGS ADD EL TO MODEL # FOR EM FIXTURE HL -10 WOMEN'S R.R & SAUNA LIGHTING HL -12 MENS LOCKER & DRESSING RM. LIGHTING HL -14 MEN'S R.R & SAUNA LIGHTING AVH HL -16 SPINNING ROOM LIGHTING 54T5HO/835 108 277 HL -18 POOL EQUIPMENT LIGHTING EPU-F5835. ADD EL TO MODEL # FOR "AVHX" EM FIXTURE HL -20 SPA AREA LIGHTING HL -22 POOL AREA LIGHTING HL -24, POOL LIGHTING B 2X4 TROFFER, COLUMBIA #4PS24 232G FSA12 EB8-UNV. HL -26 POOLWALL WASHER LIGHTING HL -28 EXTERIOR DOOR LIGHTING ADD B50 TO MODEL # FOR "BX" EM FIXTURE 2 PHOTO -CELL "ON" & "OFF" HL -30 EXTERIOR BUILDING DOWN LIGHTING RECESSED 2 PHOTO -CELL "ON" & "OFF" HL -32 EXTERIOR BUILDING WALL LIGHTING 52WM 2 PHOTO -CELL "ON" & "OFF" SURFACE WALL MOUNTED SAUNA FIXTURE LS -1 SIGN 1 T/C "ON", T/C "OFF" LS -3 SIGN 1 T/C "ON", T/C "OFF" LS -5 SIGN 62 1 T/C "ON", T/C "OFF" ZONE 1 = TIME CLOCK ON, TIMECLOCK OFF ZONE 2 = PHOTOCELL ON, PHOTOCELL 6 OFF ZONE 3 = PHOTOCELL ON, TIMECLOCK OFF O3 LOCATED AT RECEPTION COUNTER 1 IC-.HTINC? C ONTRC)I gWlTC.H I AYC)l 1T NTS E LA -2 LIGHTING CONTROL SYSTEM ONE -LINE NTS OLIGHTING CONTROL PANEL. SEE POWER PLAN FOR EXACT LOCATION. REFER TO LIGHTING CONTROL SCHEDULE FOR MORE DETAIL. 2O PHOTOCELL IS TO BE MOUNTED AT EXTERIOR ROOFTOP LOCATION FACING NORTH. OMASTER OVERRIDE SWITCH(S) UNDER A COMMON FACEPLATE. SEE CONTROL SCHEDULE FOR EXACT QUANTITY. SEE SHEET E3.1 FOR EXACT LOCATION. OPROVIDE PROVISIONS FOR CONNECTION TO DESKTOP COMPUTER AT RECEPTION DESK. OPROVIDE 3/4 " CONDUIT, MINIMUM, OR LARGER AS REQUIRED WITH QUANTITY AND SIZE OF CONDUCTORS PER MANUFACTURERS RECOMMENDATIONS. OZONES TO BE CLASSIFIED BY THE ENERGY MANAGEMENT SYSTEM VENDOR. OOVERRIDE SWITCH LOCATED IN AEROBICS ROOM. SEE SHEET E3.1 FOR EXACT LOCATION. OOVERRIDE SWITCH LOCATED IN CYCLING ROOM. SEE SHEET E3.1 FOR EXACT LOCATION. LIGHTING CONTROL SYSTEM REQUIREMENTS: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL FINAL DESIGN, AGENCY APPROVALS, PLAN CHECK FEES, LABOR, EQUIPMENT, MATERIALS AND PERFORMANCE OF OPERATIONS IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING INSPECTOR APPROVED LOW VOLTAGE LIGHTING CONTROL SYSTE M. 2. IT IS THE: INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC, "DESIGN -BUILD" FORMAT, FOR THE CONTRACTOR TO DESIGN, PROVIDE AND INSTALL A COMPLETE AND FULLY FUNCTIONING, INSPECTOR APPROVED CONTROL SYSTEM. 3. IT SHALT_ BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MATERIAL AND EQUIPMENT WHICH IS USUALLY FURNISHED WITH SUCH SYSTEMS, IN ORDER TO PROVIDE A COMPLETE AND FULLY FUNCTIONING INSTALLATION, WHETHER MENTIONED HEREIN OR NOT. LIGHTING CONTROL SYSTEM SPECIFICATIONS: 1. THE COMPONENTS OF THE LIGHTING CONTROL SYSTEM SHALL BE MANUFACTURED BY LIGHTING CONTROLS & DESIGN OR EQUAL. THE ENTIRE SYSTEM SHALL BE COVERED BY MINIMUM A ONE YEAR WARRANTY, 2. THE RELAY PANELS SHALL BE FACTORY PRE -ASSEMBLED AND UL -LISTED. PROVIDE COMPLETE WITH ALL REQUIRED CONTROL TRANSFORMERS AND REQUIRED VOLTAGE BARRIERS. EACH PANEL SHALL HAVE A HINGED, LOCKING COVER OVER THE LOW VOLTAGE CONTROL SECTION OF THE CABINET. 3. LIGHTING CONTROL RELAYS SHALL BE FULL LOAD RELAYS SUITABLE FOR ALL TYPES OF LAMP LOADS UP TO 20 AMPERES AT 277 AND 120 VAC. INDIVIDUAL RELAYS SHALL BE MAGNETICALLY LATCHING TYPE AND SHALL BE RATED FOR A MINIMUM OF 200,000 ON/OFF CYCLES AT FULL LOAD. EACH RELAY SHALL HAVE A TRUE RELAY STATUS WITH PILOT LIGHT AND OVERRIDE PUSH BUTTONS WITHIN EACH RELAY CABINET. THE SYSTEM SHALL HAVE AN ASTRONOMICAL TIME CLOCK AS STANDARD. 4. ALL SWITCHES SHALL BE COMPLETE WITH INTEGRAL RJ45 CONNECTORS - DATA iN / DATA OUT. CUSTOM LEGENDS SHALL BE ENGRAVED AS INDICATED ON THE DRAWINGS. 5. PHOTOMETRIC SENSORS SHALL HAVE EIGHT ON/OFF SET POINTS WITH 256 LEVELS. 6. THE CONTROLCABLE BETWEEN RELAY PANELS AND CONTROL STATIONS SHALL BE CAT 5. 7. THE LOW VOLTAGE LIGHTING CONTROL SYSTEM SHALL BE PROGRAMMED BY A MANUFACTURER'S REPRESENTATIVE. 8. SHOP DRAWINGS SHALL BE SUBMITTED PER THE GENERAL SPECIFICATION REQUIREMENTS SHOWING ALL COMPONENTS, WIRING CONFIGURATION AND PROGRAMMING SCHEDULES. 9. LIGHTING CONTROL WILL RETAIN PROGRAM IN THE EVENT OF POWER LOSS. PROCUREMENT OF BUILDING LIGHTING FIXTURES: LA FITNESS IS RESPONSIBLE FOR: 1. PROVIDING WIEDENBACH-BROWN (W -B) WITH A FULL SET OF PLANS FOR THIS PROJECT. 2. KEEPING WIEDENBACH-BROWN INFORMED OF ALLCHANGES AND ADDENDUMS TO THE PROJECT PLANS. 3. ISSUING A PURCHASE ORDER TO WIEDENBACH-BROWN, ADEQUATELY IN ADVANCE OF A REQUIRED DELIVERY DATE. WIEDENBACH-BROWN IS RESPONSIBLE FOR: SUPPLYING A BILL OF MATERIAL (BOM) TO THE GENERAL CONTRACTOR FOR ALL ITEMS BEING SHIPPED TO THE JOBSITE. PROACTIVELY SCHEDULING DELIVERY DETAILS WITH GC. CAPTURING ALL PLAN CHANGES THAT REQUIRE ADDITION OR DELETION TO THE ORIGINAL BOM, AND PROVIDING LA FITNESS AND THE GC WITH A TIMELY COPY OF THE REVISED BOM. SUPPLYING A DETAILED SET OF SUBMITTAL SHEETS, BY FIXTURE TYPE, WITH DETAILED MANUFACTURER'S SPECIFICATIONS. RESOLVING ANY MANUFACTURER DEFECTS FOR PROVIDED ITEMS. 4. PROCURING/DELIVERING THE LIGHTING CONTROL PANELAND ALL BUILDING LIGHT FIXTURES (IN AND ATTACHED TO THE EXTERIOR OF THE BUILDING) FOR THE DESIGNATED LA FITNESS PROJECT. 5. COORDINATE WITH LA FITNESS AND THE GC TEAM, AS NECESSARY, TO ENSURE A SMOOTH PROCUREMENT PROCESS THAT SUPPORT'S THE PROJECT CONSTRUCTION SCHEDULE. 6. MINIMIZING THE NUMBER OF DELIVERIES TO A JOB -SITE. TYPICALLY, A JOBSITE WILL RECEIVE AN INITIAL DELIVERY THAT INCLUDES 90% OF THE ITEMS FOR THE PROJECT, WITH SUBSEQUENT DELIVERIES AS REQUIRED. 1, 2. 3. 4. 1. 2. 3. 'r,' THE GENERAL CONTRACTOR IS RESPONSIBLE FOR: RECEIVING THESE "OWNER PROVIDED ITEMS" AND VERIFYING THE QUANTITIES RECEIVED MATCH THE BILLOF MATERIAUBILLOF LADING/SHIPPING DOCUMENTS. INSPECT ALL SHIPMENTS FOR VISIBLE FREIGHT DAMAGE AND NOTE ALL DAMAGE ON THE BILL OF LADING PRIOR TO THE DELIVERY DRIVER'S DEPARTURE. REPORTING TO W -B, WITHIN FIVE DAYS, VISIBLE FREIGHT DAMAGE OR DISCREPANCIES. IT IS UNDERSTOOD THAT MOST ITEMS WILL NOT BE OPENED AND EXAMINED IMMEDIATELY AND HIDDEN FREIGHT DAMAGE MAY OCCUR. WHEN/IF DAMAGE IS IDENTIFIED; W -B MUST BE INFORMED IN TWO DAYS (TO SEEK TO MINIMIZE IMPACT TO THE PROJECT SCHEDULE). STORING AND PROTECTING THESE ITEMS FROM DAMIAGENANDAUSMI/THEFT, IN A DRY LOCATION, AS THEY WOULD ANY OTHER VALUABLE BUILDING MATERIAL. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL LIGHT FIXTURES, PROVIDED BY LA FITNESS, ACCORDING TO THE SPECIFICATIONS OF THE ARCHITECT, ELECTRICAL ENGINEER, NEC AND LOCAL CODE, THE ELECTRICAL CONTRACTOR MUST PROMPTLY INFORM THE GENERAL CONTRACTOR OF ANY INCOMPATIBILITY, OR DISCREPANCY, WITH A PROVIDED ITEM THAT WOULD PREVENT THE INSTALLATION AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS. RESOLVING ANY INSTALLATION DEFECT THAT PREVENTS THE LIGHT FIXTURES FROM OPERATING AS SPECIFIED SPEC IAL NOTES: PRE-LAMPING: FIXTURES WILL NOT BE PRE-LAMPED DUE TO POTENTIAL SHIPPING DAMAGES. WHIPS: ARE NOT PROVIDED WITH ANY LIGHT FIXTURES. ELECTRICAL CONTRACTOR SHOULD BID BASED ON THE ASSUMPTION THAT HE WILL BE BRINGING PIPE AND WIRE DIRECT TO THE FIXTURE AND/OR JUNCTION BOX. GENERAL NOTES: 1. ALL HID, FLUORESCENT AND COMPACT FLUORESCENT SHALL HAVE COLOR TEMPERATURE OF 3000K UNLESS SPECIFIED OTHERWISE. 2. IF SPECIFIED, ALL FIXTURES NOTED'NL' SHALL NOT BE SWITCHED. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MIKE DAVIS OF WIEDENBACH-BROWN AT (914)235-4500 FOR THE SCOPE OF WORK AND ALL INFORMATION REGARDING LIGHTING. 4. COORDINATE EXACT NUMBER OF LAMPS PER LIGHTING TRACK AND EXACT LENGTH OF THE TRACK WITH ARCHITECT THE LIGHTING TRACK SHALL NOT EXCEED MORE THAN 24' PER CIRCUIT. 5. LINEAR FLUORESCENTS WITH DOUBLE -ENDED LAMPS SHALL BE EQUIPPED WITH LINEAR DISCONNECTING MEANS FURNISHED WITH UNIT, FIXTURE SCHEDULE KEY NOTES: O 1O REMOTE BALLAST CAN BE MOUNTED AS FAR AWAY AS 20'. COORDINATE MOUNTING LOCATION OF BALLAST WITH ARCHITECT IF MOUNTING NEAR THE FIXTURE IS NOT POSSIBLE. IF THE BALLAST CANNOT BE MOUNTED WITHIN 20', PROVIDE 50' OPTION WHICH IS AVAILABLE THROUGH MANUFACTURER. O2 PROVIDE WIRE GUARD FOR EXIT LIGHT IN BASKETBALL CT. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMP FIXTURE VOLT MOUNTING Al A2 B1 62 B3 ❑C C1 FC2] FC3] C4 C5 D1 D2 D3 ❑E [El [E2] G1 G2 [G3] m WATTS "d C j O3 LOCATED AT RECEPTION COUNTER 1 IC-.HTINC? C ONTRC)I gWlTC.H I AYC)l 1T NTS E LA -2 LIGHTING CONTROL SYSTEM ONE -LINE NTS OLIGHTING CONTROL PANEL. SEE POWER PLAN FOR EXACT LOCATION. REFER TO LIGHTING CONTROL SCHEDULE FOR MORE DETAIL. 2O PHOTOCELL IS TO BE MOUNTED AT EXTERIOR ROOFTOP LOCATION FACING NORTH. OMASTER OVERRIDE SWITCH(S) UNDER A COMMON FACEPLATE. SEE CONTROL SCHEDULE FOR EXACT QUANTITY. SEE SHEET E3.1 FOR EXACT LOCATION. OPROVIDE PROVISIONS FOR CONNECTION TO DESKTOP COMPUTER AT RECEPTION DESK. OPROVIDE 3/4 " CONDUIT, MINIMUM, OR LARGER AS REQUIRED WITH QUANTITY AND SIZE OF CONDUCTORS PER MANUFACTURERS RECOMMENDATIONS. OZONES TO BE CLASSIFIED BY THE ENERGY MANAGEMENT SYSTEM VENDOR. OOVERRIDE SWITCH LOCATED IN AEROBICS ROOM. SEE SHEET E3.1 FOR EXACT LOCATION. OOVERRIDE SWITCH LOCATED IN CYCLING ROOM. SEE SHEET E3.1 FOR EXACT LOCATION. LIGHTING CONTROL SYSTEM REQUIREMENTS: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL FINAL DESIGN, AGENCY APPROVALS, PLAN CHECK FEES, LABOR, EQUIPMENT, MATERIALS AND PERFORMANCE OF OPERATIONS IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING INSPECTOR APPROVED LOW VOLTAGE LIGHTING CONTROL SYSTE M. 2. IT IS THE: INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC, "DESIGN -BUILD" FORMAT, FOR THE CONTRACTOR TO DESIGN, PROVIDE AND INSTALL A COMPLETE AND FULLY FUNCTIONING, INSPECTOR APPROVED CONTROL SYSTEM. 3. IT SHALT_ BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MATERIAL AND EQUIPMENT WHICH IS USUALLY FURNISHED WITH SUCH SYSTEMS, IN ORDER TO PROVIDE A COMPLETE AND FULLY FUNCTIONING INSTALLATION, WHETHER MENTIONED HEREIN OR NOT. LIGHTING CONTROL SYSTEM SPECIFICATIONS: 1. THE COMPONENTS OF THE LIGHTING CONTROL SYSTEM SHALL BE MANUFACTURED BY LIGHTING CONTROLS & DESIGN OR EQUAL. THE ENTIRE SYSTEM SHALL BE COVERED BY MINIMUM A ONE YEAR WARRANTY, 2. THE RELAY PANELS SHALL BE FACTORY PRE -ASSEMBLED AND UL -LISTED. PROVIDE COMPLETE WITH ALL REQUIRED CONTROL TRANSFORMERS AND REQUIRED VOLTAGE BARRIERS. EACH PANEL SHALL HAVE A HINGED, LOCKING COVER OVER THE LOW VOLTAGE CONTROL SECTION OF THE CABINET. 3. LIGHTING CONTROL RELAYS SHALL BE FULL LOAD RELAYS SUITABLE FOR ALL TYPES OF LAMP LOADS UP TO 20 AMPERES AT 277 AND 120 VAC. INDIVIDUAL RELAYS SHALL BE MAGNETICALLY LATCHING TYPE AND SHALL BE RATED FOR A MINIMUM OF 200,000 ON/OFF CYCLES AT FULL LOAD. EACH RELAY SHALL HAVE A TRUE RELAY STATUS WITH PILOT LIGHT AND OVERRIDE PUSH BUTTONS WITHIN EACH RELAY CABINET. THE SYSTEM SHALL HAVE AN ASTRONOMICAL TIME CLOCK AS STANDARD. 4. ALL SWITCHES SHALL BE COMPLETE WITH INTEGRAL RJ45 CONNECTORS - DATA iN / DATA OUT. CUSTOM LEGENDS SHALL BE ENGRAVED AS INDICATED ON THE DRAWINGS. 5. PHOTOMETRIC SENSORS SHALL HAVE EIGHT ON/OFF SET POINTS WITH 256 LEVELS. 6. THE CONTROLCABLE BETWEEN RELAY PANELS AND CONTROL STATIONS SHALL BE CAT 5. 7. THE LOW VOLTAGE LIGHTING CONTROL SYSTEM SHALL BE PROGRAMMED BY A MANUFACTURER'S REPRESENTATIVE. 8. SHOP DRAWINGS SHALL BE SUBMITTED PER THE GENERAL SPECIFICATION REQUIREMENTS SHOWING ALL COMPONENTS, WIRING CONFIGURATION AND PROGRAMMING SCHEDULES. 9. LIGHTING CONTROL WILL RETAIN PROGRAM IN THE EVENT OF POWER LOSS. PROCUREMENT OF BUILDING LIGHTING FIXTURES: LA FITNESS IS RESPONSIBLE FOR: 1. PROVIDING WIEDENBACH-BROWN (W -B) WITH A FULL SET OF PLANS FOR THIS PROJECT. 2. KEEPING WIEDENBACH-BROWN INFORMED OF ALLCHANGES AND ADDENDUMS TO THE PROJECT PLANS. 3. ISSUING A PURCHASE ORDER TO WIEDENBACH-BROWN, ADEQUATELY IN ADVANCE OF A REQUIRED DELIVERY DATE. WIEDENBACH-BROWN IS RESPONSIBLE FOR: SUPPLYING A BILL OF MATERIAL (BOM) TO THE GENERAL CONTRACTOR FOR ALL ITEMS BEING SHIPPED TO THE JOBSITE. PROACTIVELY SCHEDULING DELIVERY DETAILS WITH GC. CAPTURING ALL PLAN CHANGES THAT REQUIRE ADDITION OR DELETION TO THE ORIGINAL BOM, AND PROVIDING LA FITNESS AND THE GC WITH A TIMELY COPY OF THE REVISED BOM. SUPPLYING A DETAILED SET OF SUBMITTAL SHEETS, BY FIXTURE TYPE, WITH DETAILED MANUFACTURER'S SPECIFICATIONS. RESOLVING ANY MANUFACTURER DEFECTS FOR PROVIDED ITEMS. 4. PROCURING/DELIVERING THE LIGHTING CONTROL PANELAND ALL BUILDING LIGHT FIXTURES (IN AND ATTACHED TO THE EXTERIOR OF THE BUILDING) FOR THE DESIGNATED LA FITNESS PROJECT. 5. COORDINATE WITH LA FITNESS AND THE GC TEAM, AS NECESSARY, TO ENSURE A SMOOTH PROCUREMENT PROCESS THAT SUPPORT'S THE PROJECT CONSTRUCTION SCHEDULE. 6. MINIMIZING THE NUMBER OF DELIVERIES TO A JOB -SITE. TYPICALLY, A JOBSITE WILL RECEIVE AN INITIAL DELIVERY THAT INCLUDES 90% OF THE ITEMS FOR THE PROJECT, WITH SUBSEQUENT DELIVERIES AS REQUIRED. 1, 2. 3. 4. 1. 2. 3. 'r,' THE GENERAL CONTRACTOR IS RESPONSIBLE FOR: RECEIVING THESE "OWNER PROVIDED ITEMS" AND VERIFYING THE QUANTITIES RECEIVED MATCH THE BILLOF MATERIAUBILLOF LADING/SHIPPING DOCUMENTS. INSPECT ALL SHIPMENTS FOR VISIBLE FREIGHT DAMAGE AND NOTE ALL DAMAGE ON THE BILL OF LADING PRIOR TO THE DELIVERY DRIVER'S DEPARTURE. REPORTING TO W -B, WITHIN FIVE DAYS, VISIBLE FREIGHT DAMAGE OR DISCREPANCIES. IT IS UNDERSTOOD THAT MOST ITEMS WILL NOT BE OPENED AND EXAMINED IMMEDIATELY AND HIDDEN FREIGHT DAMAGE MAY OCCUR. WHEN/IF DAMAGE IS IDENTIFIED; W -B MUST BE INFORMED IN TWO DAYS (TO SEEK TO MINIMIZE IMPACT TO THE PROJECT SCHEDULE). STORING AND PROTECTING THESE ITEMS FROM DAMIAGENANDAUSMI/THEFT, IN A DRY LOCATION, AS THEY WOULD ANY OTHER VALUABLE BUILDING MATERIAL. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL LIGHT FIXTURES, PROVIDED BY LA FITNESS, ACCORDING TO THE SPECIFICATIONS OF THE ARCHITECT, ELECTRICAL ENGINEER, NEC AND LOCAL CODE, THE ELECTRICAL CONTRACTOR MUST PROMPTLY INFORM THE GENERAL CONTRACTOR OF ANY INCOMPATIBILITY, OR DISCREPANCY, WITH A PROVIDED ITEM THAT WOULD PREVENT THE INSTALLATION AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS. RESOLVING ANY INSTALLATION DEFECT THAT PREVENTS THE LIGHT FIXTURES FROM OPERATING AS SPECIFIED SPEC IAL NOTES: PRE-LAMPING: FIXTURES WILL NOT BE PRE-LAMPED DUE TO POTENTIAL SHIPPING DAMAGES. WHIPS: ARE NOT PROVIDED WITH ANY LIGHT FIXTURES. ELECTRICAL CONTRACTOR SHOULD BID BASED ON THE ASSUMPTION THAT HE WILL BE BRINGING PIPE AND WIRE DIRECT TO THE FIXTURE AND/OR JUNCTION BOX. GENERAL NOTES: 1. ALL HID, FLUORESCENT AND COMPACT FLUORESCENT SHALL HAVE COLOR TEMPERATURE OF 3000K UNLESS SPECIFIED OTHERWISE. 2. IF SPECIFIED, ALL FIXTURES NOTED'NL' SHALL NOT BE SWITCHED. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MIKE DAVIS OF WIEDENBACH-BROWN AT (914)235-4500 FOR THE SCOPE OF WORK AND ALL INFORMATION REGARDING LIGHTING. 4. COORDINATE EXACT NUMBER OF LAMPS PER LIGHTING TRACK AND EXACT LENGTH OF THE TRACK WITH ARCHITECT THE LIGHTING TRACK SHALL NOT EXCEED MORE THAN 24' PER CIRCUIT. 5. LINEAR FLUORESCENTS WITH DOUBLE -ENDED LAMPS SHALL BE EQUIPPED WITH LINEAR DISCONNECTING MEANS FURNISHED WITH UNIT, FIXTURE SCHEDULE KEY NOTES: O 1O REMOTE BALLAST CAN BE MOUNTED AS FAR AWAY AS 20'. COORDINATE MOUNTING LOCATION OF BALLAST WITH ARCHITECT IF MOUNTING NEAR THE FIXTURE IS NOT POSSIBLE. IF THE BALLAST CANNOT BE MOUNTED WITHIN 20', PROVIDE 50' OPTION WHICH IS AVAILABLE THROUGH MANUFACTURER. O2 PROVIDE WIRE GUARD FOR EXIT LIGHT IN BASKETBALL CT. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMP FIXTURE VOLT MOUNTING NOTES ~ R a 0 m WATTS "d C j a, A 2X4 TROFFER, COLUMBIA #4PS24 432G FSA12 EB8-UNV. "AX" (4) 32T8/SPX35 123 277 RECESSED HIGH T -GRID CEILINGS M ADD B50 TO MODEL # FOR EM FIXTURE CIS N m = O 00 M Cn AX cc) z U) U Q LLI : �"r Q' 0 A3 2X4 TROFFER, COLUMBIA #4PS24 332G FSA12 EB8-UNV. "A3X" (3) 32T8/SPX35 92 277 RECESSED HIGH T -GRID CEILINGS T C5 F ADD B50 TO MODEL # FOR EM FIXTURE Q T W o A3X T) CL AA1 T5 WALLWASHER (GRAPHICS), AMERLUX #SOLII-SM-2-54 (2) 4W/T5/835 120 277 SURFACE ACCENT LIGHTING HO-T5-E-W-C-277-LVR p z AA2 MH SPOT FIXTURE (JUICE BAR), AMERLUX #CYLTV-WW-20- 2OMR16/ 29 120 SURFACE TRACK LIGHTING (JUICE BAR) CMHMR16-WT-CT-277-VWV, JUNG TRACK (2) 6'TRACKS qETHFA.D) 0 Q AG RECESSEDSPOT LIGHT, INTENSE #V4-E-27/IVC497 (1) Q 7MR16/HIR/ 40 277 RECESSED DOWN LIGHT ADJUSTABLE C/G25 AV 2X4 VOLUMETRIC, COLUMBIA #EPC24-228G-SH-EP95U-FO835. "AVX" (2) 28T5/835 53 277 RECESSED T -GRID CEILINGS ADD EL TO MODEL # FOR EM FIXTURE AVX AVH 2X4 VOLUMETRIC, HIGH OUTPUT, COLUMBIA #EPC24-254G-SH- (2) 54T5HO/835 108 277 RECESSED T -GRID CEILINGS EPU-F5835. ADD EL TO MODEL # FOR "AVHX" EM FIXTURE AVHX B 2X4 TROFFER, COLUMBIA #4PS24 232G FSA12 EB8-UNV. BX ADD B50 TO MODEL # FOR "BX" EM FIXTURE (2) 32T8/SPX35 62 277 RECESSED NORMAL T -GRID CEILINGS BB SURFACE MOUNT INC., HUBBELL #HVSG 6011-1 60 52WM 52 277 SURFACE WALL MOUNTED SAUNA FIXTURE BF 2X4 TROFFER, FLANGE MOUNT, COLUMBIA #4PS24 232F FS- BFX Al2 EB8-UNV. ADD B50 TO MODEL # FOR "BFX" EM FIXTURE (2) 32T8/SPX35 62 277 RECESSED RECESSED IN HARD BATHROOM CEILING DIRECT/INDIRECT PENDANT, LITECONTROL #P -ID -7724T8 -BW- (2) ER 4' SECT. BL CWM-ELB10-1CWQ/EL-277-FAT/ACC. ADD 650 TO MODEL # F32 8/SPX35 62 277 PENDANT MAIN EXERCISE, SALES DESKS, PERSONAL TRAINING BLX FOR "BLX" EM FIXTURE C 10"x4' PARABLIC,COLUMBIA #WC4 232 EB8-UNV. ADD B50 TO CX MODEL # FOR "CX" EM FIXTURE (2) 32T8/SPX35 62 277 SURFACE UTILITY AREAS. PROVIDE WIRE GUARD CC SURFACE MOUNT VAPOR -TIGHT, CANLET #6802FCF26H2G-GSC (2) 52 277 SURFACE WALL MOUNT, POOL EQUIPMENT ROOM F3 BX/85/A/4P T D 2x4 TROFFER W/SPECIAL DOOR, WILLIAMS #50F -S24-632- (6) 32T8/SPX35 180 277 RECESSED RACQUETBALL COURTS. SEE SPECIFICATION 16500. PROVIDED BY DX - FC73TEBS. ADD B50 TO MODEL #FOR "DX" EM FIXTURE RACQUETBALL COURT VENDOR E 4' NARROW STRIP, COLUMBIA#CH4-132-EB8-UNV (1) F 2T8/SPX35 31 277 SURFACE UTILITY OR COVE LIGHTING GP 26" FLUORESCENT VANITY SCONCE, (2) GE#46700, 24 277 SURFACE WALL SCONCE AT VANITY TECHLIGHTING #700BCSLC26W-S-CF277 F24 5/835/ECO F 4' NARROW STRIP, COLUMBIA #CS4-232-EB8-UNV (2) F 2T8/SPX35 62 277 SURFACE UTILITY FF INDIRECT WALL SCONCE, ELLIPTIPAR #M106-07OG-E-P2-3-V00 (1) 76 277 SURFACE CENTER STAIRWELL, FREEWEIGHTS CMH 0/T6/830/G12 G LENSED STRIP, LUMINAIRE #VPF84-232-ESB-277-OPAL. (2) F 2T8/SPX35 62 277 SURFACE INDIRECT ON TOP OF LOCKERS GX ADD EMB50 TO MODEL # FOR "GX" EM FIXTURE H 8" RECESSED DOWNLIGHT, PRESCOLITE #CFT832EB/STF802-B6. ADD EM TO MODEL # FOR "HX" EM FIXTURE (1) 35 277 RECESSED THROUGH OUT HX F32T X/SPX35/A/4 H1 8" RECESSED DOWNLIGHT, WET LISTED, PRESCOLITE #CFT832EB/STF802H-SSCL-B6. ADD EM TO MODEL # FOR "H1X" (1) 35 277 RECESSED THROUGH OUT H1X EM FIXTURE F32T X/SPX35/A/4 8" RECESSED DOWNLIGHT, WALL WASHER, PRESCOLITE HW #CFT832EB/STF802HSS-WW (1) 35 277 RECESSED THROUGH OUT F32T X/SPX35/A/4 8" RECESSED DOWNLIGHT, LED, CREE #LR6C-DR1000-277V/H6- HL 277V INTE RAL LED 18 277 RECESSED THROUGH OUT I RECESSED SPOT LIGHT, INTENE #IV4-20MH/IVC411SDW 1 (CMH OMR16/83/0/ 26 277 RECESSED SPOT LIGHT LOCATIONS FL K 6" RECESSED METAL HALIDE DOWNLIGHT, PRESCOLITE # (1) 130 277 RECESSED THROUGH OUT, INTERIOR AND EXTERIOR 79M5-100MHFE-ST832 B6 CMH1 0/PAR38/830 KSPA 6" RECESSED METAL HALIDE DOWNLIGHT, PRESCOLITE)& (1) 125 277 RECESSED LOW CEILING SPA LIGHTING / AND MEZZ AREA O #RHD602-100MHFE-STH602-CL-B6 MXR 00/U/MED/O L 12" RECESSED METAL HALAIDE DOWNLIGHT, PRE COLITE (1) M R250/U LX #LFHL-V12-250MH-11 FSFR. ADD QR TO MODEL # FOR "LX" "LX"- DD Q150Q- 300 277 RECESSED AROUND PERIMETER OF POOL QUARTZ RESTRIKE FIXTURE T4 -DCB L1A 6" RECESSED METAL HALIDE WALLWASH DOWNLIGHT, 1 (1) INTENSE # 1 HMA6100E / ICH615SDSF / 1100 CMH1 OTU/830/G12 125 277 RECESSED POOL WALLWASH M WALL SCONCE METAL HALIDE, KIM # WFS74-100PMH277-DBP (1) CVIH100/U/830 175 277 SURFACE EXTERIOR FACADE P RECESSED WALLWASH, ELP #IW -154 T51 W (1) 54W/T5/835 54 277 RECESSED LOCKER ROOM ENTRY VESTIBULE WALL SCONCE, BETA-CALCO FLOTILLA #15-1913 Q (1) 29 277 SURFACE LOCKER ROOM LOUNGE F26 BX/835/A/4P R HIGHBAY, METAL HALIDE, ELECTRONIC BALLAST, WIDE LITE (1) F FP -315 RX #PFP-315-D22E-277E-AD-LCP3CL720PW. ADD CSR TO MODEL # "R '-ADD 375 277 PENDANT BASKETBALL COUNT 1O FOR "RX" QUARTZ RESTRIKE FIXTURE. Q1 OCL/DC S1 EXIT SIGN S2 "S1"- DUAL -LITE #SESRBNE (SINGLE FACE) INTERGALLED 5 277 SURFACE EXIT SIGNS O "S2"- DUAL -LITE #SEDRBNE (DOUBLE FACE) USHI #1003559, SA LOW VOLTAGE, HEVI-LITE #HL716/BKLA-4/HLT-60E/FNV (FNV)50/FG/ULTR 50 277 SURFACE EXTERIOR ART GRAPHICS ULTRA TITAN A TIT N (50W MR -1 SF2 WALL SCONCE METAL HALIDE; KIM #WFS74/50MH277/PS-P (1) 58 277 SURFACE DECORATIVE LOCATIONS MXR 0/U/MED/O SF4 WALL SCONCE, CYLINDER, METAL HALIDE, PRESCOLITE (1) 125 277 SURFACE DECORATIVE LOCATIONS #HD10C13-277V-BA MXR 00/U/MED/O T DUAL HEAD EM LIGHT, DUAL LITE #LZ 301-10W-VRS (2) 1 OW SEALED 20 277 SURFACE EMERGENCY LIGHTS, (FOR 120/208 VOLT SYSTEMS PROVIDE 208V FIXTURE) BEA -6V TS EM LIGHT, WET LISTED, DUAL LITE # PGW (2) 2.88W LED 3 277 SURFACE EMERGENCY LIGHTS UL WET LOCATION LISTED. U FLOODLIGHT, KIM #AFL12/150PMH277/DBP/HDS/SMT (1) 167 277 GROUND FACADE MVR 50/U/MED VEM EM LIGHT, DECORATIVE, KIM#WFS74/42PL/DB-P/INTERGAL F42T X/835/A/4/P/ 42 277 SURFACE EXTERIOR, ENTRY ROTUNDA BATTERY EOL W FLOODLIGHT, SWIVEL, KIM #AFL14/100MH277/WH-P/HDS (1) 130 277 SURFACE EXTERIOR, ROTUNDA (MOUNT -KIM #SMT/DB-P) MXR 00/U/MED X TERON #CRNW-F226X-277E-DL-BZ-EB-BB (1) 29 277 SURFACE EXTERIOR ABOVE EGRESS DOORS. W/ EMERGENCY BATTERY F26 BX/835/A/4 (1) Y WALL SCONCE, INDIRECT, ELLIPTIPAR #M123 -150G -W-02- CMH150/T/U/830/ 167 277 SURFACE INDIRECT FOR POOL, UPLIGHT FOR ROTUNDA UNIVERSAL-OQJ G12 Z WALL SCONCE, DECORATIVE, SCOTT #SC93302C18EBS (1) F, 8BX/SPX35 22 277 SURFACE LOCKER ROOM SHOWERS 6 m c O N r- ~ R a 0 m "d C j a, i I" _y z 6 m c O N r- Lu 0 m �-=r CL$ C j a, i I" _y z M CIS N m = O 00 M Cn cc) z U) U Q LLI : �"r Q' 0 z <LJLz (DU U_ w LO cz (z dC'7- T C5 F 6 m p Q N r- Lu m U_ a, N I" _y z M N m Q �J o 0 � z U) U Q 9 Q' Z Lu CO �--+ U_ a F_ ~ Q Z H Lu N T C5 F 0 0 Q T W o 6 m p N r- a, N r _y m W o t z cn 9 O N H O Q m W o T) CL o o � � o p z w 0 0 Q 6 z r 6 z a, r Y W o o z cn 9 O N H O Q m W CL o o V GENERALNOTES . (APPLIES TO THIS SHEET ONLY) 1. PRIOR TO THE PANEL BOARD ORDERING PROCESS, CONTRACTOR SHALL OBTAIN THE ACTUAL MAXIMUM AVAILABLE FAULT CURRENT DATA FROM THE UTILITY COMPANY AND PROVIDE FAULT CURRENT ANALYSIS FOR THE FACILITY ELECTRICAL SYSTEM. AIC RATING FOR SWITCHBOARD AND PANELBOARD SHALL BE REVISED TO BE ABLE TO SUSTAIN THE FAULT CURRENT FOUND BY THE FAULT CURRENT ANALYSIS. 2. REFER TO POOLCONTRACTORS DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR PANEL LP. 3. REFER TO SHEET E6.1 FOR PANELBOARD SCHEDULES. 4. COORDINATE DEVICE QUANTITIES WITH THOSE SHOWN ON PLANS. 5. FIRE ALARM UNDER SEPARATE CONTRACT. 6. THE SHORT CIRCUIT COORDINATION STUDY SHALL BE DONE BY SWITCHBOARD/PANELBOARD MANUFACTURER. THE DATA THEREIN SHALL BE USED TO DETERMINE BREAKER TRIP SETTINGS FOR ALLADJUSTABLE BREAKERS. 7. REFER TO SPECIFICATION SECTION 16010. LABEL AND IDENTIFY ALL ELECTRICAL EQUIPMENT INCLUDING EVERY BREAKER, CONDUIT, EQUIPMENT SERVED. PROVIDE DIAGRAM OF ELECTRICAL DISTRIBUTION. LAMINATE AND PROVIDE IN BOTH ELECTRICAL ROOM AND POOL EQUIPMENT ROOM. 8. REFER TO DRAWING E6.1 FOR PANEL SCHEDULES AND BRANCH CIRCUIT SIZES. CONTRACTOR SHALL CONSULT THE ENGINEERS TO CLARIFY IF THERE IS ANY INCONSISTENCIES. 9. CONTRACTOR SHALL HAVE FINAL RESPONSIBILITY FOR PROVIDING MINIMUM WORKING CLEARANCE AROUND ALL ELECTRICAL EQUIPMENT PER NEC 110-26. 10. GENERAL CONTRACTOR TO PROVIDE CONDUIT AND/OR CHASE AS REQUIRED FOR AUDIO EQUIPMENT PROVIDED BY LA FITNESS.. COORDINATE REQUIREMENTS WITH VENDOR. KEYNOTES: (APPLIES TO THIS SHEET ONLY) OPROVIDE 120V POWER CONNECTION FOR SAUNA CONTROLS. OPROVIDE AUDIBLE ALARM AND EMERGENCY OFF PUSH BUTTON 5'-0" AWAY FROM THE NEAREST INNER WALL OF SPA FOR SPA PUMP. AS PER NFPA 70. ART. 680.41 EMERGENCY SWITCH FOR SPA & HOT TUBS. COORDINATE INTERCONNECT INFORMATION AND CONTROLS WITH POOL EQUIPMENT SUPPLIER AND POOL DRAWINGS. OPROVIDE STUB -UPS AT RECEPTION FLOOR FOR CONNECTION (2) VOICE/DATA SOUND TO AV ROOM (1) TO ELEC. RM TO LIGHTING CONTROL PANEL. SEE INTERIOR DESIGN DRAWINGS REGARDING RECEPTION DESK FOR STUB -UP LOCATIONS. 4O REFER TO VOICE/DATA CONDUIT NOTES ON E0.1 OPROVIDE JUNCTION BOX IN WALL WITH 1" CONDUIT UP TO ACCESSIBLE CEILING SPACE. COORDINATE MOUNTING HEIGHT AND LOCATION WITH EMS PLANS. FINAL LOCATION AND MOUNTING HEIGHT TO BE APPROVED BY OWNER. OPROVIDE WEATHERPROOF JUNCTION BOX FOR CONNECTION TO SIGN. PROVIDE DISCONNECT MEANS AT SIGN. COORDINATE EXACT LOCATION WITH SIGN CONTRACTOR PRIOR TO INSTALLATION. OPROVIDE DUPLEX RECEPTACLE AND TV OUTLET FOR OWNER PROVIDED TELEVISION. COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. OALL RECEPTACLES IN ROOM ARE TO BE TAMPER PROOF SAFETY TYPE. O(2) 60/3/NF DISCONNECT SWITCHES SHOWN FOR SAUNA HEATERS. DISCONNECT SWITCHES LOCATED ABOVE LAY IN CEILING. SEE "LP" PANEL SCHEDULE FOR SAUNA HEATER CIRCUITING INFORMATION. 10 COORDINATE EXACT MOUNTING LOCATION OF PANEL LP WITH POOL EQUIPMENT ROOM LAYOUT WITH POOLCONSULTANT. MOUNTING OF PANEL LP SHALL BE COMPLIANT WITH NEC ARTICLE 110.26. 11 PROVIDE DUPLEX RECEPTACLE IN WALL FOR CONNECTION FOR WATER COOLER. COORDINATE EXACT LOCATION WITH ARCHITECT AND MANUFACTURERS SPECIFICATIONS. BEFORE ROUGH -IN. REFER TO GENERAL NOTES 20 AND 23 ON SHEET E0.1 12 PROVIDE GFCl/WEATHERPROOF RECEPTACLE BETWEEN 5' TO 10' PER NEC ARTICLE 680.43(A). MAKE CERTAIN RECEPTACLE IS NOT LOCATED LESS THAN 10' FROM THE INSIDE WALLS OF THE POOL PER NEC ARTICLE 680.22(A)(2). 13 REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION OF RECEPTACLES AND VOICE/DATA WITHIN THE MILLWORK OF THE FURNITURE. SEE INTERIOR DESIGN DRAWINGS. 14 PROVIDE (2) 21/2 " PVC. COND WITH PULL WIRE FROM MAIN TELE. BD. TO TELE. BD IN AV ROOM. COORDINATE AV ROOM LAYOUT WITH AV VENDOR. 15 EMERGENCY PHONE OUTLET MOUNTED 4'-0" ABOVE FINISHED FLOOR. 16 PROVIDE J -BOX FOR CONNECTION TO HARDWIRED HAIR DRYER UNIT, VERIFY MOUNTING HT. & LOCATION PRIOR TO INSTALLATION. 17 PROVIDE 1" CONDUIT FROM 8'-6" AFF TO 12" ABOVE ROOF. PROVIDE ROOF JACK AND CAP 12" ABOVE ROOF. 18 PROVIDE 3" CONDUIT FROM PLENUM ABOVE HIGH CEILING. PROVIDE PULL STRING. 19 VOICE/DATA AND ELECTRICAL OUTLETS. SEE INTERIOR DESIGN DRAWINGS REGARDING TRAINER DESK FOR STUB -UP LOCATIONS SEE INTERIOR DESIGN DRAWINGS. 20 PROVIDE 4'x8'x3/4" PLYWOOD TELEPHONE BOARD IN AV ROOM WITH #6 GROUND TO SERVICE GROUND PAINT BOARD WITH FIRE RETARDANT PAINT. 21 PROVIDE 4'x8'x3/4" PLYWOOD MAIN TELEPHONE BOARD WITH # 6 GROUND TO SERVICE GROUND PAINT BOARD WITH FIRE RETARDANT PAINT 22 SEE ACE ENVIRONMENTAL SERVICE, INC FOR LA FITNESS POOL EQUIP DWGS FOR LOCATION & REQUIREMENTS FOR ALL POOL EQUIPMENT. CONTACT: DAVID FAERMAN AT (561)-445-1787. 23 STAND ALONE ACCESS CONTROL SYSTEM FOR THE KIDS CLUB. PROVIDE POWER TO THE POWER SUPPLY AS SHOWN. PROVIDE 3/4" CONDUIT FROM POWER SUPPLY TO FACP FOR REQUIRED FIRE ALARM INPUT. PROVIDE JUNCTION BOXES FOR MAGNETIC LOCK, EXIT RELEASE PUSHBUTTON, ETC.) AND ASSOCIATED CONDUIT AS REQUIRED FOR A COMPLETE WORKING SYSTEM. COORDINATE WITH MANUFACTURER FOR INSTALLATION REQUIREMENTS. 24 WIREMOLD 3000 RACEWAY WITH 20 AMP DUPLEX RECEPTACLES SPACED AS SHOWN. DUPLEX RECEPTACLES WIRED AS SHOWN. ADJUST THE DIMENSION AT THE POWER FEED POINT SO RECEPTACLES FALL IN THE CORRECT LOCATIONS. PROVIDE ALL ACCESSORY COMPONENTS AS REQUIRED TO MAKE A COMPLETE FUNCTIONAL SYSTEM. PROVIDE TIE HANDLES ON CIRCUIT BREAKERS PER LATEST NEC REQUIREMENTS FOR DEVICES WITH SHARED NEUTRALS. 25 ALL RECEPTACLES IN JUICE BAR TO BE "GFI" TYPE. ABOVE COUNTER TYPE RECEPTACLES ON BACK WALLTO BE MOUNTED AT 36" AFF, SIMPLEX AND ABOVE COUNTER DUPLEX RECEPTACLES AT FRONT COUNTER TO BE MOUNTED AT 42" AFF. 26 PROVIDE CORD/PLUG AND RECEPTACLE FOR ICE MACHINE PER MANUFACTURER'S RECOMMENDATIONS. 27 COORDINATE QUANTITY, SIZES AND ROUTING OF AV RACEWAYS BETWEEN AN ROOM AND FLOOR DUCT WITH AN CONTRACTORNENDOR PRIOR TO ROUGH -IN. 28 PROVIDE 4"x4" JUNCTION BOX FOR ENERGY MANAGEMENT SYSTEM. 29 PROVIDE AND INSTALL (2) 2-1/2" PVC CONDUIT WITH PULL STRING FOR TELEPHONE SERVICE ENTRANCE FROM TELEPHONE BOARD TO POINT OF CONNECTION AS DESIGNATED BY TELEPHONE COMPANY NEAR THE PROPERTY LINE. COORDINATE ALL TELEPHONE SERVICE REQUIREMENTS WITH THE TELEPHONE COMPANY PRIOR TO ROUGH - IN. INCLUDE THIS WORK IN THE BASE BID. (APPROXIMATE DISTANCE 100'-0".) 30 RECEPTACLE WITH IN -USE COVER�AMP M PUM CO D/PLUG. C�PANEL�"LP�". T, 9 AMP LOAD TO DEDICATED, SPARESINGLE POLEBREAKER cz L 0 0— cz Lu w ��■ t ' , w cn Z U c O Z Q r- 0 a, cz c j m y N ♦--+ co =3 U W rn O %Aj U) O M cy) Q L z Z N V w lO cz �U Q cz L 0 0— cz Lu w ��■ t ' , w cn Z U Z Q N Lu ti o m y N U Q U H rn z w M M M m > M Q J O tL = U) m U Q N = m Q Lj.j~ a Z LL. Q T a ui '3 :5 CD T Q O a U N cz L 0 0— cz Lu w ��■ t ' , w cn O Z N N ti o y N N Q U o rn w m W N Q p = c O a O ;. U N . N d' Z O Lu "cn 0 j Q � O Z � � O Z N Q U o rn w Z W N Q p = cc a Q U CL =I RAGE LA -8 VIA FCP HL-28— ELECT. L -28 -ELECT. ROOM 61UHAGE I 120 "" (22) BL (1) BLX NL AV ® (25) BL AV AV (22) BL (1) BLX !I NL BLX (1) BLX AVX NL NIL NL . VEST VEST. NL X BLX N L� [3�1 1 GENERALNOTES . (APPLIES THIS SHEET ONLY) 1. REFER TO DRAWING E0.2 FOR MORE LIGHTING INFORMATION. 2. ALL BACK OF HOUSE SPACES AND OFFICE AREA LIGHTS WHERE LOCAL SWITCH IS PROVIDED, SHALL BE CONTROLLED BY THE LOCAL SWITCH AND NOT BY THE RELAY SYSTEM. 3. ROUTE ALL LIGHTING CIRCUITS TO LIGHTING CONTACTOR UNLESS OTHERWISE NOTED. 4. CONNECT ALL EXIT LIGHTS, CHARGING CIRCUITS OF EMERGENCY BACK-UP BATTERY BALLAST OF ALL EMERGENCY FIXTURES, AND NIGHT LIGHTS TO AN UNSWITCHED PORTION OF THE CIRCUIT INDICATED. THESE SHALL NOT BE CONTROLLED BY THE RELAY SYSTE M. 5. OCCUPANCY SENSOR SHALL BE PROVIDED ON AEROBICS, BASKETBALL COURT, SPINNING ROOM AND KID'S CLUB. COORDINATE EXACT LOCATIONS AND CONTROL METHODS WITH MIKE DAVIS OF WIEDENBACH-BROWN. 6. COORDINATE WITH THE EMS DRAWINGS FOR THIS PROJECT, PROVIDE OVERRIDE SWITCHES AND OTHER LIGHTING CONTROL ELEMENTS AS REQUIRED. 7. ALL WALL SWITCH OCCUPANCY SENSORS SHALL BE LEVITON CAT. NO.ODS15-IDW/80301-W COVER OR EQUAL. KEYNOTES. (APPLIES THIS SHEET ONLY) OCOORDINATE SAUNA LIGHT FIXTURE INSTALLATION WITH SAUNA MAN UFACTU RE R/INSTALLER. O2 COORDINATE WITH ARCHITECT/OWNER FOR LOCATION PRIOR TO INSTALLATION. OPROVIDE (1) ENERGY MANAGEMENT SYSTEM BUTTON FOR OVERRIDE LIGHTING CONTROL IN CYCLING ROOM (VERIY EXACT LOCATION PRIOR TO INSTALLATION SEE EMS SHEETS). O4 PROVIDE (2) ENERGY MANAGEMENT SYSTEM BUTTONS FOR OVERRIDE LIGHTING CONTROLS IN AEROBICS AREA (VERIFY EXACT LOCATION PRIOR TO INSTALLATION SEE SHEET E MS0.3). OMASTER OVERRIDE SWITCH. COORDINATE EXACT LOCATION WITH THE ARCHITECT AND THE MILLWORK OF THE RECEPTION DESK. REFER TO DRAWING E0.2, EMS0.3 & EMS3.0 FOR ADDITIONAL INFORMATION. OEMERGENCY LIGHT FIXTURES MOUNTED FROM CEILING STRUCTURE WITH LAMP HEADS FACING DOWN. AIM HEADS LONGWAYS AWAY FROM FIXTURE. COORDINATE WITH ARCHITECT/OWNER. 7 52" SUSPENDED CEILING FAN. MODERN FAN COMPANY #LAP-BN-52NK-NL-NC WITH FAN KIT TO MOUNT FAN IN T -GRID WHERE APPLICABLE. PROVIDE A SEPARATE NEUTRAL FOR EACH I FAN CIRCUIT. NO SHARED NEUTRALS. cis c - U U F- F - LUH W W W �j C=:)J� N Q )co Pfi � sJ LL. W J U J 0 Q Lu O 0o d U_ N N C� C/) N i d� L> N Lu J J 0� o U cz Z Z m U) V �~ Q C O 00 co Z F- 0 Lu (/) T O Q O M N '— a Q� LU '�_+ 0 0 z Q .V w OLo CZ U ��M' Q cis c - U U F- F - LUH W W W �j C=:)J� N Q )co Pfi � sJ LL. W U 0 Q Lu 0o d U_ N N Z N � M d� L> N Lu J J 0� o U m U Q Z Z m V �~ Q LL Q Z F- 0 Lu T O Q O cr N '— a Q� m cis c - U U F- F - LUH W W W �j C=:)J� N Q )co Pfi � sJ LL. W O 0 d H0, N N O N Lu o t Z V 0 N O Q� m S O r Q d � Z W Q cl Q O Z O H0, N O N Lu o Z 0 N O Q� m S Q NCI ITDAI a .. NOTES: 1. ALL WIRING SHALL BE PER TVSS MANUFACTURER'S REQUIREMENTS. 2. AVOID SHARP BENDS IN WIRES. ALL WIRE LENGTHS SHALL NOT EXCEED 18" (WHERE POSSIBLE). TVSS CONNECTION - DETAIL NTS ;OMING FEEDER SIN BREAKER RCUIT BREAKER ?ED PER TVSS WUFACTURERS :QUIREMENTS. IF ;IRCUIT BREAKER NOT AVAILABLE ;OVIDE THE TVSS TH AN INTERNAL SED DISCONNECT, GROUND BAR PANEL OUTSIDE ELECTRIC METER BASE -\ BUILDING STEEL #6 CU. E.G. 3/4" x 20' COPPER CLAD GROUND RODS. NEUTRALBUS \ I SERVICE 01 yI� DISCONNECT EQUIPMENT GEC SHALL BE BONDED TO METER BASE UNCUT, CONTINUOUS TO SERVICE DISCONNECT OR IN COMPLIANCE WITH NFPA 70 250.64 (C) USE # 3/0 FOR ALL GROUNDING ELECTRODE ONE -LINE DIAGRAM. NOTE: ALL GROUNDING CONDUCTORS SHALL BE SIZED PER NEC 250.66 UNDERGROUND METAL WATER PIPE CONCRETE -ENCASED ELECTRODE GROUND RING SEE NOTE #5 GROUNDING ELECTRODE CONDUCTOR DETAIL 1, GROUND ELECTRODE CONDUCTOR(S) SHALL BE PROTECTED AS REQUIRED BY NFPA 70 250.64, 2, AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 25 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE, 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. IF CONNECTIONS WILL REMAIN ACCESSIBLE, ACORN STYE GROUNDING CLAMPS MAY BE USED. 4. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR. 5. OPTIONAL- IF 25 OHMS OR LESS (PER NEC 250) CANNOT BE ACHIEVED BY THE METHODS ABOVE THEN A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IN DIRECT CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR NOT SMALLER THAN 2 AWG SHALL BE INSTALLED, PER NEC ARTICLE -250.52(A)(4),. (4) - 4" CONDUITS WITH 4#350 KCMILS CU IN EACH TO PAD MOUNTED TRANSFORMER. PRIMARY SEE SHEET A0.1 FOR ADDITIONAL FEEDER BY INFORMATION. UTILITY PROVIDE AN EMPTY 1/2" CONDUIT OR LARGER FOR UTILITY MONITORING OF METER, ROUTE CONDUIT FROM METERING POINT BENEATH GRADE AND STUB -UP 12" A.F.F. AT MAIN TELEPHONE BACKBOARD. REFER TO SHEET E3.0 FOR LOCATION. PROVIDE PULL STRING IN CONDUIT AND INSTALL PER JENS RULES AND REGULATIONS. PHOTOCELL MOUNTED ON ROOF FACING NORTH SEE PANEL SCHEDULE "LDP" SHEET E6.1. SEE 13,958 SCA LIGHTING CONTROL PANEL "LCP" 17,789 SCA ELECTRICAL ROOM PANEL PANEL PANEL PROVIDE TVSS- "HL" 'LS" 120/208V "LEA" #PV400-NO SUBSTITUTIONS. 120/208V NEMA1 NEMA1 PROVIDE SHORTEST POSSIBLE LEADS, 15,123 SCA PANEL FAN AS PER MANUF. RECOMMENDATIONS. PANEL COORDINATE EXACT "SLP"& "DCZ-RP" LOCATION WITH AHJ "LB" CONTACT COSTA THEODORIDIS, PHONE PRIOR TO ROUGH -IN. W #904-665-6734 WITH THE (/) O O JACKSONVILLE ELECTRIC AUTHORITY 2)Q >n � }' Q LL z (JEA) AFTER THE ELECTRICAL PERMIT 120/208V 120/208V l HAS BEEN ISSUED BY THE CITY OF ST M -::I- a=; Q JACKSONVILLE, ELECTRICAL NEMA1 m U 225 KVA TRANSFORMER INSPECTIONS FOR ADDITIONAL NEW METER PER JEA W 480V 3PH PRIMARY REQUIREMENTS AND COORDINATION. SPECIFICATIONS PANEL 120/208V 3PH w a ♦= "MDP" SECONDARY. EQUAL TO Z w O J 277/480V SIEMENS#3F3Y225TP1 PANEL ' O NEMA 1 18,673 SCA "LDP" NEW JEA 277/480V, 1-1/2" 18,580 SCA 3 PHASE PAD FAULT CURRENT AT EMPTY Z 120/208V SECONDARY BUSHINGS MOUNTED TRANSFORMER CONDUIT NEMA 1 IS 19,905 AMPS PER JEA T 18,155 SCA n GRADE (4) - 4" CONDUITS WITH 4#350 KCMILS CU IN EACH TO PAD MOUNTED TRANSFORMER. PRIMARY SEE SHEET A0.1 FOR ADDITIONAL FEEDER BY INFORMATION. UTILITY PROVIDE AN EMPTY 1/2" CONDUIT OR LARGER FOR UTILITY MONITORING OF METER, ROUTE CONDUIT FROM METERING POINT BENEATH GRADE AND STUB -UP 12" A.F.F. AT MAIN TELEPHONE BACKBOARD. REFER TO SHEET E3.0 FOR LOCATION. PROVIDE PULL STRING IN CONDUIT AND INSTALL PER JENS RULES AND REGULATIONS. PHOTOCELL MOUNTED ON ROOF FACING NORTH SEE PANEL SCHEDULE "LDP" SHEET E6.1. SEE 13,958 SCA LIGHTING CONTROL PANEL "LCP" PROVIDE DISTRIBUTION 3 SETS OF 4#300 KCMIL SECTION WITH AN O ADDITIONAL 1#2/0 E.G. 3" C. EACH ISOLATED SEE PANEL GROUND BUS. SCHEDULE "MDP" #210 CU GROUND 77 #3/0 CU GROUND (SEE DETAIL) (SEE GROUNDING DETAIL) SEE PANEL SCHEDULE "MDP" SHEET E6.1. POWER RISER DIAGRAM NTS EQUIPMENT GROUNDING BUS 17,789 SCA PANEL PANEL PANEL "LA" "HL" 'LS" 120/208V 277/480V 120/208V NEMA1 NEMA1 NEMA1 15,123 SCA PANEL FAN Cn PANEL PROVIDE DISTRIBUTION 3 SETS OF 4#300 KCMIL SECTION WITH AN O ADDITIONAL 1#2/0 E.G. 3" C. EACH ISOLATED SEE PANEL GROUND BUS. SCHEDULE "MDP" #210 CU GROUND 77 #3/0 CU GROUND (SEE DETAIL) (SEE GROUNDING DETAIL) SEE PANEL SCHEDULE "MDP" SHEET E6.1. POWER RISER DIAGRAM NTS EQUIPMENT GROUNDING BUS SEE CONTROL DRAWINGS GENERALNOTES: (APPLIES TO THIS SHEET ONLY) 1. PRIOR TO THE PANEL BOARD ORDERING PROCESS, CONTRACTOR SHALL OBTAIN THE ACTUAL MAXIMUM AVAILABLE FAULT CURRENT DATA FROM THE UTILITY COMPANY AND PROVIDE FAULT CURRENT ANALYSIS FOR THE FACILITY ELECTRICAL SYSTEM. AIC RATING FOR SWITCHBOARD AND PANELBOARD SHALL BE REVISED TO BE ABLE TO SUSTAIN THE FAULT CURRENT FOUND BY THE FAULT CURRENT ANALYSIS. 2. REFER TO POOL CONTRACTORS DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR PANEL LP. 3. REFER TO SHEET E6.1 FOR PANELBOARD SCHEDULES. 4. COORDINATE DEVICE QUANTITIES WITH THOSE SHOWN ON PLANS. 5. FIRE ALARM UNDER SEPARATE CONTRACT. 6. THE SHORT CIRCUIT COORDINATION STUDY SHALL BE DONE BY SWITCHBOARD/PANELBOARD MANUFACTURER. THE DATA THEREIN SHALL BE USED TO DETERMINE BREAKER TRIP SETTINGS FOR ALL ADJUSTABLE BREAKERS. 7. REFER TO SPECIFICATION SECTION 16010. LABEL AND IDENTIFY ALL ELECTRICAL EQUIPMENT INCLUDING EVERY BREAKER, CONDUIT, EQUIPMENT SERVED. PROVIDE DIAGRAM OF ELECTRICAL DISTRIBUTION. LAMINATE AND PROVIDE IN BOTH ELECTRICAL ROOM AND POOL EQUIPMENT ROOM, 8. REFER TO DRAWING E6.1 FOR PANEL SCHEDULES AND BRANCH CIRCUIT SIZES. CONTRACTOR SHALL CONSULT THE ENGINEERS TO CLARIFY IF THERE IS ANY INCONSISTENCIES, 9. CONTRACTOR SHALL HAVE FINAL RESPONSIBILITY FOR PROVIDING MINIMUM WORKING CLEARANCE AROUND ALL ELECTRICAL EQUIPMENT PER NEC 110-26. POOL EQUIPMENT ROOM DRY STORAGE PANEL "LP" 120/208V NEMA 4X 9,067 SCA PANEL "LJ" 120/208V NEMA 1 7,106 SCA O 0 0 U 3#4/0 EMS PANELS N 1#4 E.G. (SEE "EMS" SHEETS) � O ti 21/2" C PANEL a, PANEL FAN Cn PANEL PANEL "SLP"& "DCZ-RP" CONTROL "LB" "LE" "PIP" W PANEL (/) O O 2)Q >n � }' Q LL z o (� 120/208V 120/208V l CU v J M -::I- a=; Q NEMA1 NEMA1 m U 14,517 SCA 13,440 SCA SEE CONTROL DRAWINGS GENERALNOTES: (APPLIES TO THIS SHEET ONLY) 1. PRIOR TO THE PANEL BOARD ORDERING PROCESS, CONTRACTOR SHALL OBTAIN THE ACTUAL MAXIMUM AVAILABLE FAULT CURRENT DATA FROM THE UTILITY COMPANY AND PROVIDE FAULT CURRENT ANALYSIS FOR THE FACILITY ELECTRICAL SYSTEM. AIC RATING FOR SWITCHBOARD AND PANELBOARD SHALL BE REVISED TO BE ABLE TO SUSTAIN THE FAULT CURRENT FOUND BY THE FAULT CURRENT ANALYSIS. 2. REFER TO POOL CONTRACTORS DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR PANEL LP. 3. REFER TO SHEET E6.1 FOR PANELBOARD SCHEDULES. 4. COORDINATE DEVICE QUANTITIES WITH THOSE SHOWN ON PLANS. 5. FIRE ALARM UNDER SEPARATE CONTRACT. 6. THE SHORT CIRCUIT COORDINATION STUDY SHALL BE DONE BY SWITCHBOARD/PANELBOARD MANUFACTURER. THE DATA THEREIN SHALL BE USED TO DETERMINE BREAKER TRIP SETTINGS FOR ALL ADJUSTABLE BREAKERS. 7. REFER TO SPECIFICATION SECTION 16010. LABEL AND IDENTIFY ALL ELECTRICAL EQUIPMENT INCLUDING EVERY BREAKER, CONDUIT, EQUIPMENT SERVED. PROVIDE DIAGRAM OF ELECTRICAL DISTRIBUTION. LAMINATE AND PROVIDE IN BOTH ELECTRICAL ROOM AND POOL EQUIPMENT ROOM, 8. REFER TO DRAWING E6.1 FOR PANEL SCHEDULES AND BRANCH CIRCUIT SIZES. CONTRACTOR SHALL CONSULT THE ENGINEERS TO CLARIFY IF THERE IS ANY INCONSISTENCIES, 9. CONTRACTOR SHALL HAVE FINAL RESPONSIBILITY FOR PROVIDING MINIMUM WORKING CLEARANCE AROUND ALL ELECTRICAL EQUIPMENT PER NEC 110-26. POOL EQUIPMENT ROOM DRY STORAGE PANEL "LP" 120/208V NEMA 4X 9,067 SCA PANEL "LJ" 120/208V NEMA 1 7,106 SCA O 0 0 U U U N C O � O ti 0 a, 4 ct Cn _y i 0 ca ♦--+ Z z W c (/) O O 2)Q >n � }' Q LL z o (� U Lu l CU v J M -::I- a=; Q O cv m U = Q Q N W Lu m LoJ QZ w a ♦= F_ Q F_ Z w O J � o Q a U U N C O � O ti 0 a, co � Cn _y i 0 ca ♦--+ Z z W 00 M (/) O O 2)Q CD � }' Q LL z o (� U Lu l CU v J M -::I- a=; Q 0 z E 0 L Cn L w J 0 L Lu Lu c.4 o CU 00 0 v *_0o 'E _.1 a) LL_ w U N Q LLJ � co N N r _y U 0 C\jW Z z W Q M 1� 1— Y N V JM J LL_ O cv m U = Q Q N W Lu m cr QZ w a ♦= F_ Q F_ Z w O J � o Q a U y 0 z E 0 L Cn L w J 0 L Lu Lu c.4 o CU 00 0 v *_0o 'E _.1 a) LL_ w O N ti � � N N r _y 0 C\jW Z W � L Y m V O cv = O Q m W O •o cr Q OC C = a > 4) V O U y o p Z w n 0 Q 6 Z r O Z � � N r 0 C\jW Z W � o Y m O cv H O Q m W cr Q OC = a D O U E5.0 v v PANEL MANUFACTURER: SIEMENS MAIN BREAKER (AMPS): 3 PHASE MAIN LUGS (AMPS): 225 4 WIRE K.A.1-C.: 18 120/208 VOLTS MOUNTED: SURFACE - NAME: Panel LS - PROJECT NAME: LAF Atlantic Beach PROJECT NUMBER: 2110219 FED FROM: tribution Panel LDP N 0 C 40.00 C C LARGEST PHASE DEMAND AMPS: 2#12, 1#12G 42.50 CKT T IDENTIFICATION WIRE/COND PHASE B MAX CURRENT W/ DMIND FCTR: 42.50 LARGEST PHASE DEMAND KVA: C 5A0 IDENTIFICATION PHASE C MAX CURRENT W/ DMND FCTR: 39.50 N T CKT IDENTIFICATION WIRE/COND 0 LOAD/PHASE (KVA) CIRCUIT BREAKER S LOAD/PHASE (KVA) 0 WIRE/COND IDENTIFICATION CKT 0 T E NO. 3.6 1.25 D * SQUARE FOOT: LIGHTING LOAD: VA/SF RECEPTACLES(R) . 0 1.00 0.00 D A/C HEATING (H) 20 2 NO. 1.00 . S ' ** * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO A/C COOLING (C) 2 E 1.0 &00 - - (CONNECTED VS. TABLE 220.12, NEC 2008.) KITCHEN EQUIPENT (K) 3 0 E 0.00 SPA PUMP LARGEST MOTOR (M) E 0 1.25 0.00 **LARGER A/C LOAD: 0 KVA OTHER(0) -A 9.24 1.00 9.24 20 . 8 K 9 � 'W '' -- .......... ... , : '...- .. *.' '..' " ....... . �::,:�*�..*-.*...'.�,�..--..%.�.' 10.52 �*..'....'.'.'.��'.'-..�'....�.-...i...i�- S 20 I I I SPA PUMP 4,5 I F ...,.-;-.-. : .' -1, O 1.80 -%.'."..--'.'�--.."`�'.-;: �". Xi..- � . .' -, . - ..�'.-':::�'.. B C TRIP P P TRIP A B C 12 13 SPARE -- ... : -.�:ii��iii� -."';i*.--ffi; �":-" "'' " I '�� 1: i . ..... �...".'��......��.**.'."�.'.*..'.",��'.�.-�'.'.! .:.: -, .......... .... , ....:...b.... .. ., 20 1 2 3 - 1 SIGN 2#12, 1#12G - L - 1.20 ,..,."i�'i��i-�i:i.,�','ii��i�.�' ' . , ism ..... � .......... �3 ... -- 20 - 1 1 1 20 , . . m...... �11'-. :1 . ...�. .�,"�'ll,"..��""'..��-,�*%""",.'.�""*'I - '.'�'.--' .' 1: .. �....-�.:'.... - - - . �V..., '�...... . .,.-. . ".1 .: . . ..... . X...,111 - x --x:x'�'-� -, .. -�-. -..--.-..-�.' I .. '. .-.,.,..,. .... I '...... .. 1� ....... . ", .......I.: ""."' 1.60 0 ... . ...... j= SPARE . 2 TRACK LIGHTS 3 3 SIGN 2#12, 1#12G L ��]�,"��'�"�--"��]��1] ..-.....,..-...,-...�-........... ��%".'�. �:�� M, �,�.,`�',,- 1.20 . �,, . ,, 20 1 - 1 20 _* '.8-.'- 1. �'.'.-. Em "�"'�f'-' �.,......,. .Al ........ .- 11I.....I.-K I . .. . -�---..'--'! .-...,..*..,!.."..."....,!...'..-'." -, - ... - - .,. .'.:,-'.'.�. .. 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I" . 30 1 (KVA) FACTOR LOAD K I 2#12,1#121G,1#12G POS SYSTEM 2 4 (KVA) 3 LIGHTING (L) 2#12, 1#12G 0 1.25 0.00 * SQUARE FOOT: LIGHTING LOAD: VA/SF RECEPTACLES (R) 20 0.9 1.00 0.90 - A/C HEATING (H 4 0 - 1-00 0.00 .** * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO A/C COOLING (C) -- K 0 1.00 0.00 ** (CONNECTED VS. TABLE 220.12, NEC 2008.) KITCHEN EQUIPENT (K) .':'..:x,....x:x:.',. ''. ... ...". ... �. ...'...... ----* '' .-.'.--' - - "' "' , --*1 1:" "� .......,.� ..... ...i.i....... ,.. ... -`.- ..'... - . .......% ....... ...... . 0 1 1.00 0.00 BLENDERS LARGEST MOTOR (M� 3 0 1 1.25 0.00 **LARGER A/C LOAD: 0 KVA OTHER(0) 1.13 48.2 1 1.00 48.20 20 NOTES: 1. LOCKABLE TYPE BREAKER 4. VERIFY BREAKER SIZE WITH POOL DRAWINGS 2. HACR RATED BREAKER 5. POOL EQUIPMENT AND BRANCH C;RCUITS DESIGNED BY OTHERS UNDER SEPARATE PERMIT. 3. GFI BREAKER PANEL MANUFACTURER: SIEMENS ' MAIN BREAKER (AMPS): 3 - PHASE MAIN LUGS (AMPS): 125 - 4 WIRE K.A.I.C.: 10 - 120/208 VOLTS MOUNTED: FLUSH - NAME: LJ (Juice Bar) PROJECT NAME: LAF Atlantic Beach PROJECT NUMBER: 21 10P1 9 FED FROM: Distribution Panel LDP IN 0 T E S CKT NO. IDENTIFICATION I WIRE/COND C 0 D E LOAD/PHASE (KVA) 1 A I B C CIRCUIT BREAKER TRIP P P TRIP LOAD/PHASE (KVA) A B C C 0 D E I WIRE/COND - IDENTIFICATION CKT No. I IN 0 T E S I 2 1 ICE MACHINE 2#10, 1 #I OG K 2.34 ,....I'. �"I"-�'�'.'.','.**-'...,.........,�"..,..,.. I" . 30 1 1 20 I *11""..' - ", :'.�� ....."11-;..", ' ;" '' ; --- - ". 1:.11-1 - - .. ----: ...... .. I. ..' I . :...... � .... .. : - - - -"'.".':'.-' :,.:" 0.42 'I.I.."." ....."..'. ,.� ..."."111. j."..m'..". -1 I .... 1. . . . I-- .1 -.'... " ... 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""""E", ..= 11. ..... -, �-- X.- - .. "o:o:: E 6 E SPARE 18 I S 19 21 . SPACE SPACE . 5 - . .1 .. .: ", .,.,: N�'r1'-"1..:.-x: .... ': -- : ....... . ..�,,�....:..,.:..,.;:,.:"..".- . " . =I . 1� � ' ='�Iml` I - - TRIP P r ��"'x'.': .� �� . � ,ox;:K- '.%'i?. �::-. I . - .... *.1-......'y.:1.- .0. .... � - , ". ' ......'.... A B . SPACE 20 . : .1.1M-.--:.-`.1.--..'.-.- .. .. �'..'... . ... -x.l.."I'm :1 I" , ' -X.-::�.".-': ... ..� ... �,..:.". ..1 �0 :�-.-'-` ........ '' ... '-*:-' .,�-. ........:.. ', '..... - -.0. . - SPACE 22 :�'."'�.'."."��'::,....-��..�.,.,:- . 111"....' C TRIP P 23 SPACE A ET-- - ..." " ... 1- I - .. ----- � .K. 1. .... K., -, -, '.".�* .....- m:... * ..... ........ - - - - ' --: ; F ...."'..."....".. '... .-��.':......:.--'--. ".--�.':.. �.':'..... ........ . I -- I 1-1 , , - � - -. 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"""'; ". ; "': :,..::.,.:.,.,�::...:,.::...:.,.:.�-. ... � - - - .... 29 : ..-.-,:,: " �'.:...-.-:-.-.:.-.:.-. � SPACE :-..": "R.," �:.:,.- I .." ,.* ...".: -1 . ....... ... 1'...'......' . =--. � : 0 2#12, 1#12G FITNESS EQUIP REG - 4 1 3.6 , 3.1 4.0 - FITNESS EQUIP REC -- I 34 I 1.00 _ 20 1 -- 1 1 20 20 LARGEST PHASE CONNECTED AMPS: PANEL MANUFACTUI��ER: 68.35 0 PHASE A MAX CURRENT W/ DMIND FCTR: 68.35 LARGEST PHASE DEMAND AMPS: -68.35 1.00 0.00 PHASE B MAX CURRENT W/ DMIND FCTR: 58.85 LARGEST PHASE DEMAND KVA: 0.00 I 8.20 1.00 PHASE C MAX CURRENT W/ DIVIND FCTR: 53.15 0 CONN. LOAD DEMAND DEMAND 0 1.25 0.00 (KVA) FACTOR LOAD Panel LB I I P P I A I B C (KVA) GENERAL LIGHTING (L) 225 0.23 1.25 0.29 * SQUARE FOOT: LIGHTING LOAD: VA/SF RECEPTACLES (R) PROJECT NAME: 0.54 1.00 O�54 3#4/0, 1#4G, 2"C A/C HEATING (H) MAIN LUGS (AMPS): 6 1.00 6.00 ** * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO A/C COOLING (C) 3 0 1.00 0.00 ** (CONNECTED VS. TABLE 220.12, NEC 2008.) KITCHEN EQUIPENT (K) 1 14.82 1.00 14.82 225 LARGEST MOTOR (M) 3 0 1.25 0.00 **LARGER A/C LOAD: 6 KVA OTHER(0) --- 0 1.00 0.00 - Panel LB (FE D THROUGH) NOTES: 1. LOCKABLE TYPE BREAKER 4. PROVIDE SEPARATE NEUTRAL 2. HACR RATED BREAKER 3. GFI BREAKER LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) PANEL MANUFACTUI��ER: SIEMENS 0 1.25 0.00 0 1.00 0.00 NAME: Panel LE 0.00 I 0 1.00 0.00 0 1.00 MAIN BREAKER (AIAPS): 0 1.25 0.00 3 PHASE 1.00 37.00 Panel LB I I P P I A I B C A B C MAIN BREAKER (AMPS): MAIN LUGS (AMPS): 225 MAIN LUGS (AMPS): 225 4 WIRE I 4 WIRE PROJECT NAME: LAF Atlantic Beach PROJECT NAME: LAF Atlantic Beach 3#4/0, 1#4G, 2"C PANEL HL MAIN LUGS (AMPS): 18 225 K.A.I.C.: 18 � ... : , , K -K � . : x 23 4 ""' 23.04 .:�-K `�' ' �` � ' ' 3 120/208 VOLTS LAF Atlantic Beach S PROJECT NUMBER: 2110219 1 - MOUNTED: 18 225 120/208 VOLTS 3 MOUN�ITED: SURFACE 219 FED FROM: Distribution Panel LDP --- :- � ... : .X.: K"..... .. - ...... -.-'.;.1.1. 5. 95 ..' . 1. ... N 0 FED FROM: Panel LB (FE D THROUGH) SURFACE 1 � C N 0 'W '' -- .......... ... , : '...- .. *.' '..' " ....... . �::,:�*�..*-.*...'.�,�..--..%.�.' 10.52 �*..'....'.'.'.��'.'-..�'....�.-...i...i�- � - ' ...... '�' * "' -...�i" ..'.".....' ,.."...".I.... 10.52 !��!��]��!��]��!�.'..��i�i ... 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TABLE 220.12, NEC 2008.) **LARGER A/C LOAD: 4 KVA � NOTES: 1. LOCKABLE TYPE BREAKER 1 2. HACR RATED BF�3EAKER : 3. GFI BREAKER LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) PANEL MANUFACTURER: SIEMENS 0 1.25 0.00 12.6 1.00 12.60 NAME: Panel LA 2.25 0 1.00 0.00 0 MAIN BREAKER (AMPS):_ 0.00 0 1.25 3 PHASE 1.00 6.22 I I I P P I A I B C A B C 1-- 2f! Lu 1 < = MAIN LUGS (AMPS): 225 - :I- 4 WIRE I i < 0 Co -� = Co PROJECT NAME: LAF Atlantic Beach I �' �-- < C\j > C\j 3#4/0, 1#4G, 2"C PANEL HL K.A I.C.: 18 S . I ..... : -, : ..'.. :.;.., 1830 ..,� -: im . .".':Wm ' 120/208 VOLTS � ... : , , K -K � . : x 23 4 ""' 23.04 .:�-K `�' ' �` � ' ' 3 PROJECT NUMBER: 2110219 S 3#500, l#3G'31'C � PANEL LDP VIA TRANSFORMER 1 PANELLA MOUNTED: SURFACE - 225 3 3 225 I � D 1: 0 Lu " - II-- F- :Ei LL- < a < = .� T- FED FROM: Distribution Panel LDP --- :- � ... : .X.: K"..... .. - ...... -.-'.;.1.1. 5. 95 ..' . 1. ... 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I 8.6 SPARE F40 .. ...":.' . - .' ..", . ....-I - '4.,-. ... 1'.--::_:: ..'.- . .. ,�...., ..... - No 7.4 5.5 5.8 j 41 RECIRC. PUMP 2#12, 1#12G 0 I ": ' . : �.:;: 0.10 15 1 -- 1 20 PHASE A MAX CURRENT W/ DIVIND FCTR: 66.06 SPARE 1 42 LARGEST PHO�SE 1 4.8 . 3.3 3.3 PHASE BMAX CURRENT W/ DMIND FCTR: 60.17 3.7 , 2.9 - , 3.0 - - LARGEST PHASE LARGEST �:IHASE CONNECTED AMPS: 72.28 PHASE C MAX PHASE A MAX CURRENT W/ DMND FCTR: 68.25 . . .. �5 . "?.� . -'.i� .'1-.'1,�1'1,,.-.1 . �`z.'-? . . . . w � m �� o.".'.1B'.1�.'.111.-' ... j�;i�!;�;�;!�;!;�;ii§!�� ... . - :1 �.. . �. LARGEST PHASE DEMAND AMPS:- 68.25 PHASE B MAX CURRENT W/ DIVIND FCTR: -TO-.99 LARGEST PHASE DEMAND KVA: - 8.02 PHASE C MAX CURRENT W/ DIVIND FCTR: 48.35 F21 SPACE � i LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 0 1.25 0.00 12.6 1.00 12.60 2.25 1.00 2.25 0 1.00 0.00 0 1.00 0.00 0 1.25 0.00 6.216 1.00 6.22 . SQUAREFOOT: LIGHTING LOAD: VA/SF - * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO .. (CONNECTED VS. TABLE 220.12, NEC 2008.) **LARGER A/C LOAD: I NOTES: 1. LOCKABLE TYPE BREAKER 2. HACR RATED BREAKER 3. GFI BREAKER I PANEL MANUFACTURER: IEMENS NAME: LDP MAIN BREAKER (AMPS): 00 3 PHASE MAIN LUGS (AMPS): 4 WIRE PROJECT NAME: LAF Atlantic Beach 1URFACE K.A.I.C.: 5 - 120/208 VOLTS PROJECT NUMBER: 2110219 MOUNTED: - FED FROM: MDP VIA TRANSFORMER N 0 T E S CKT NO. IDENTIFICATION WIRE/COND C 0 D E LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE (KVA) C 0 D E WIRE/COND IDENTIFICATION CKT No. N 0 T E S 0.00 - I I I P P I A I B C A B C 1-- 2f! Lu 1 < = MAIN LUGS (AMPS): 250 = m Z= - :I- I I i < 0 Co -� = Co I 9 I �' �-- < C\j > C\j 3#4/0, 1#4G, 2"C PANEL HL - ..'.-'� " . . '-�-.--x '��:� . ��'.-*�:N`:'�.`� -'�� ' ...:" " '�ON ".. " '""'""""" .............. - ................ ' ""'' ""' 8.02 .'.".". �-. . - - "', '' ' - ' ' ""' " ..... -, " ' �` ` -""'� 2"C S . I ..... : -, : ..'.. :.;.., 1830 ..,� -: im . .".':Wm ' 277/480 VOLTS � ... : , , K -K � . : x 23 4 ""' 23.04 .:�-K `�' ' �` � ' ' 3 3 4/0, 1 #4G, 2"C 5996 --�:i-��i�.�'�i>-'��i�i' .�';�;�..";!;��i�;�i�i::ii��i�i� ': "' "�� '� = vm--.T-�.!:�! ................ w ': ,"X". .... :""": '�*-`*"*.`:'� �: ....... 54.05 mN,;..,,...X. S 3#500, l#3G'31'C � PANEL LDP VIA TRANSFORMER 1 PANELLA MOUNTED: SJRFACE Se.. 225 3 3 225 I � D 1: 0 Lu " - II-- F- :Ei LL- < a < = .� T- FED FROM: MDP . (2) �j C - :- � ... : .X.: K"..... .. - ...... -.-'.;.1.1. 5. 95 ..' . 1. ... . ... ......... .. - . .....�."'.. ` ...�.-.'-`- . .�.�.�..�.-I.-I.--..�.�...�..�.- ; -- - ....' ---* ... I". . "'--'��' .... .. - : . - - ..... .� 9. �' x.i .. -3-i ..... ..". _.. .. .. - .. ... ` ........ �- "*,*, - - ` ,;.,.,......ii..-.,.....,......:...,-.--, -... - m.-'...-,.-,,,�-.,,,*','..' �'.-.'.-, .... - ` - ..... ..... 5.80 ' ' ... - � ,,, ...... .`... E...... 2 ; �� p I 1 � C - 'W '' -- .......... ... , : '...- .. *.' '..' " ....... . �::,:�*�..*-.*...'.�,�..--..%.�.' 10.52 �*..'....'.'.'.��'.'-..�'....�.-...i...i�- � - ' ...... '�' * "' -...�i" ..'.".....' ,.."...".I.... 10.52 !��!��]��!��]��!�.'..��i�i ... 2 3 � .................... . .. -`-----.� -'�i.1-4 ".... ."'._......" ..".. -- - .... ... '.�..--. ...." ... .. - 22.53 - .... ... '...' ...-. -. C Lli C IN 0 T CKT IDENTIFICATION WIRE/COND 3#1, 1#6G, 1-1/4"C LOAD/PHASE - _. - ... - ..... I ...' ...... ..'. - - ..... ..... ...... - - � . . - .. 8.20 . .. - ... ...... CIRCUIT BREAKER .. ... .. ` "',.: . K ...... ... LOAD/PHASE (KVA) 0 WIRE/COND .' - - .. - 1 68 .... ... 16.80 x. ��,�*",.qf��.!:-�.:�:��;,!�,�;�.��- m ,...:.:.:.:.:.;.:.:.:.::.:.:.:.:�-ii' 9. --� CKT 3#4/0, 1 #4G, 2"C E NO. . D PANEL LJ z I S 7 .06 125 3 3 . 17.70 3#8, lit S .--'-""�-�I�-�i .." .... .. . ...'.. , . "'."..".: ....-N.... - .. . ..... ... : 10.52 i= I I E 2 E RTU -3 Cffi 10.52 ME -A 3 3 3#4/0, 1#4G, 2"C TOM 10.52 -.1-1 m .", ii:i�i' :..; .; 0.'--..'.'.'. 3.90 ��]�.�]��i��iii�i�i::�:i��i�i� :'-"':' ........... !�;�:�;�;�;�:�:�:�:�:]:�:�:�:�:�:�:�;]I . = �. RTU -4 6 S : . , :.::.. ..:'.-',.',.:-.' .. ..'.': -'..'-.'....'� w .-'.:.-'.::-'. - .... .:-.0i.:,�:......1 `..,.,.:-:.::.-,:. .- ,:. .... - . .. .K:'::'.:'.:..*-'.-' I I I . r- B C 5 PANELLS � S 225 3 3 . " - - ff �:'�-�� '.- 4. ,.�. 10.52 1 SPACE 6 . 5.10 .�. �l*.,'....�-.'..."."..."...,i.."....'..,.�.�....."..".�.I.i.�lI .. ..--....-.-�..-:-,.-,.-.-�l...-- gg-g- .. ...-.::-'-:-'.: �...... .. p... . '........ .. .'........... - ':i.'.i.'.:1.-1.-.-.-:- - . .: : - - 20 ' , " . - - - " , - - .... .. - "', ' ` ' .. -�, - .i. 11 I.. .1 ' , �.�:�.--.-.'.� ' '� 1 1.72 �,-,,,l ,.�', _,.' - .. -111'",`,',-K -'..?-.'..-..*',*'...'.'--......I ....'... , ::�::". -�.-'.'....'. ': - '" - - , ... : :.::';:' `� 1..'.:.'-". .... ::.......�'...... - - 2.06 .1: .. 1.", . . . I .... ;::i � - L 1 2#12, 1#12G L 1 2#12, 1#12G � 2 4 3 SPARE I i' �:'. �'.`.i-.'--.--'-.--'.1'.' M' - 5 A/V / JAN / FIR LTG 1 2#12, 1#12G L .'.'.-..,..�';::�.:i�...,..".:....-_,,.,,"...-I - :-"".'.�:.::-.-.-.i: .,..- ..".... I- .:11 .... ....... -:::.: : -�� "o I 7 I SPACE � �� -... - �..".". ...1. 0.41 .."", ".'xi -i-, ��%��i��:�:i:'.'-' �� ..... . - K. - if�;:ii:�'��.':i--.-� �' ,- .....I. --"I'll' . . ....... .. -"-"*��:��;,:��:��::::�:::�..: ' : � I.... ."---'�-,%...'_,�.....--.........--......,,.�.-......-....,�I m I... - - 3 3 _ '..." `11: �-.'.-�' .:��::; .... ...,.: - '.... U ..... .-.' ...... .� - ------ �� TRAINERS AREA LTG � - SPACE 8 m m I , - ,.:. ;...'-:"-1.. ..] 11'1..� 1...:--:::':' - .. -, -1 .'.... I .... =9777m .. '.� .. SM ,.,:. . .� ' . �-- ` �.. ." - 1= E=�: .. - 2.12 .4 : 2, 1#12G WOMEN LOCKER LTG 8 -,...:.. ��:!��!�:lil:�il:::�i�;i�i��,�:i�:i�'.� ��:*.�':�'!::;;;;;:�;;3;: --ii] ... . .-.: .11.:�;".:.:.i1.-.;.M1 . .. . ... .. 1 9 TRAINERS AREA LTG 2#12, 1#12G L -T I i.��i..,i:�.�..'...'.,�-'.�l.'.,.' .-.-. --- -.1 20 1 . - 1 20 - -. ,; -.1."... - -g- �: . ,.,.-- . 0.8 ..: mi 0 1M 9 SPACE I - .'' �-�-' *"?�'-. ��'!��.".��'��:.i��:�:::�::;: : ........ * �--X:': 0 F5 1 1 3 3 I L . -.1' .. .-- '", Ix. I . ..... %'.-".--'�"'-,�-'....,,"...-',.'*."" %��%-...'' 0.72 SPACE 10 20 '1.'::i:i' i�i*%.��i� x�?.� �-. -� 1 ...", � ..... I—, ...... 1.il �... .: - - '0'1. L'3,.'�.� m. mm MEN LOCKER LTG - LARGEST PHASE CONNECTED AMPS: 499.63 PHASE A MAX CURRENT W/DMNDFCTR: 499.63 LARGEST PHASE DEMAND AMPS: 499.63 PHASE BMAX CURRENT W/DMNDFCTR: 487.58 LARGEST :IHASE DEMAND KVA: 59.96 PHASE C MAX CURRENT W1 DIVIND FCTR: 450.40 LIGHTING (L' �ECEPTACLES (R: A/C HEATING (H: A/C COOLING (C: KITC IEN EQUIPENT (K: LA IGEST MOTOR (M' I HER ( � 1. LOCKABLE TYPE BREAKER 2. HACR RATED BREAKIR 3. GFI BREAKER CONN. LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 0 1.25 0.00 0 1.00 0.00 0 1.00 0.00 , 0 1.00 0.00 0 1.00 0.00 0 1.25 0.00 0 1.00 0.00 - GENERAL I SQUARE FOOT: LIGHTING LOAD: VAfSF '� * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO I (CONNECTED VS. TABLE 220.12, NEC 2008.) **LARGER A/C LOAD: 0 KVA � i � LIGHTING (L) F ECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCF- EN EQUI PENT (K) LAR EST MOTOR (M) OTHER (0) CONN. LOAD (KVA) PANEL MANUFACTURER: S EMENS 42.401 1.25 53.00 0 1.00 0.00 NAME: Panel HL 1.00 0.00 0 1.00 0.00 0 MAIN BREAKER (AMPS):_ 0.00 0 1.25 3 PHASE 1.00 0.00 A B C TRIP I P P TRIP A B C 1-- 2f! Lu 1 < = MAIN LUGS (AMPS): 250 = m Z= - :I- 4 WIRE I i < 0 Co -� = Co PROJECT NAME: LAF Atlantic Beach 9 I �' �-- < C\j > C\j 1 PANEL HL K.A.I.C.: 35 2"C S . I ..... : -, : ..'.. :.;.., 1830 ..,� -: im . .".':Wm ' 277/480 VOLTS 3 3 PROJECT NUMBER: . 2110219 5996 --�:i-��i�.�'�i>-'��i�i' .�';�;�..";!;��i�;�i�i::ii��i�i� ': "' "�� '� = vm--.T-�.!:�! ................ w ': ,"X". .... :""": '�*-`*"*.`:'� �: ....... 54.05 mN,;..,,...X. S 3#500, l#3G'31'C � PANEL LDP VIA TRANSFORMER 2 - W F- Lu CD z Co MOUNTED: SJRFACE 1; ; �: .. ';`:""' 18.04 �..'..-..-..-.:.:.: - ..".,'.� 2 I C :5 o -4--v x 3#8, 1#10G I � D 1: 0 Lu " - II-- F- :Ei LL- < a < = .� T- FED FROM: MDP . (2) �j C - I--- < C\] - Lu � -� Ir- � w IN 2 ; �� p I 1 � C a 'W '' -- .......... ... , : '...- .. *.' '..' " ....... . �::,:�*�..*-.*...'.�,�..--..%.�.' 10.52 �*..'....'.'.'.��'.'-..�'....�.-...i...i�- � - ' ...... '�' * "' -...�i" ..'.".....' ,.."...".I.... 10.52 !��!��]��!��]��!�.'..��i�i ... 2 3 RTU -1 C Lli C IN 0 T CKT IDENTIFICATION WIRE/COND 0 LOAD/PHASE (KVA) CIRCUIT BREAKER .. ... .. ` "',.: . K ...... ... LOAD/PHASE (KVA) 0 WIRE/COND IDENTIFICATION CKT 0 T E NO. . D I z I I D NO. 3#8, lit S .--'-""�-�I�-�i .." .... .. E ' : 10.52 i= 3#8, 1#10G E 2 E RTU -3 Cffi 10.52 ME -A 3 3 50 TOM 10.52 -.1-1 m I RTU -4 6 S I I I . r- B C TRIP P P I TRIP I A B . " - - ff �:'�-�� '.- 4. ,.�. 10.52 1 SPARE . .... � ... .. I - . . *"",-.,,.,,.,"i.............................-....;,;,..i: W ............ .. ... . - - .. , .:...,:: ..'.. d - ... :. .... ...:, - - .11. .".. '... ... �� .'.. ....... . " .' .' .' .' .' 1. .' , ..,.,."�".,.".:,.,.,.�.�..',� .. 20 1 1 20 ' , " . - - - " , - - .... .. - "', ' ` ' .. -�, - .i. 11 I.. .1 ' , �.�:�.--.-.'.� ' '� 1 1.72 �,-,,,l ,.�', _,.' - .. -111'",`,',-K -'..?-.'..-..*',*'...'.'--......I ....'... , ::�::". -�.-'.'....'. ': - '" - - , ... : :.::';:' `� 1..'.:.'-". .... ::.......�'...... - - 2.06 .1: .. 1.", . . . I .... ;::i � - L 1 2#12, 1#12G L 1 2#12, 1#12G BBALL COURT LTG BBALL COURT LTG 2 4 3 SPARE I i' �:'. �'.`.i-.'--.--'-.--'.1'.' M' - 5 A/V / JAN / FIR LTG 1 2#12, 1#12G L .'.'.-..,..�';::�.:i�...,..".:....-_,,.,,"...-I - :-"".'.�:.::-.-.-.i: .,..- ..".... I- .:11 .... ....... -:::.: : -�� "o 0.37 20 1 1 20 -... - �..".". ...1. 0.41 L 1 2#12, 1#12G ELECT / ST RM LTG 6 C 7 TRAINERS AREA LTG � 2#12, 1#12G L ...,......I��...'�..".'!!'...�'.'�...'...* ,-,... 0.55 ""', .... ... .'-11-111 m 20 1 1 20 - 2.12 .4 : 2, 1#12G WOMEN LOCKER LTG 8 6.28 mm " 1 9 TRAINERS AREA LTG 2#12, 1#12G L -T 0.55 i.��i..,i:�.�..'...'.,�-'.�l.'.,.' .-.-. --- -.1 20 1 . - 1 20 - -. ,; -.1."... - -g- �: . ,.,.-- . 0.8 ..: mi 0 1M L 2#12, 1#12G WOMEN RR LTG 10 - 1 1 WALL WASHER LTG - 2#12, 1#12G L . -.1' .. .-- '", Ix. I . ..... %'.-".--'�"'-,�-'....,,"...-',.'*."" %��%-...'' 0.72 20 1 1 1 20 - . `:"::`.';" : .. : ' .. .- � 1-1 ': 2.12 '.1..'....'.�':-- 'm 1, 1-:::.... '�� ', ��".' - L 2#12, 1#12G MEN LOCKER LTG 12 1 - . ..... *� 12.18 r -."M ....'.-m :g"�i".��- - . - ': il, . 60 13 AEROBICS LTG 2#12, 1#12G L 0.85 : [mw..'.:"`: IM: -.1: 1. -..:'�". ... . .. - 1- . 20 1 10 20 111..1.$.-W .11 .."..5., 1�". .. � ......... 'N'.iS5.. 'R. .. .. . . 0.80 15-1.. , , .. .S., . . .... iffm .- L 2#12, 1#12G MEN RR LTG 14 15 AEROBICS LTG 2#12, 1#12G L -... ... 1. .. -.,.: . . :.,-,-,-,-, I...'. .-'.'-.".-.'*."...**....."...; o.95 I.I........- '.--'-----"'::'.-::':: - .... .%*i:�-... .�..'.'.'...,......,.....,'..-'.",..,.,., �'... . ... �� - 20 1 -1 1 20 -... : - ' � - � . ..:.:. '�i]��, -]�i"�� '�" -'.'. '..!�"'.! E��i�i�i'�'i'�'� -'�--',K� 065 '.'.'.'.-::-.'.:: --'-�� -�'i-'�'-' .- ...... L 2#12, 1#12G SPINNING RM LTG 16 3#8, 1 17 KID KLUB / SALES LTG � 2#12, 1#12G L ';:...- �- -- - c... .., .......... '.....: .... .. 11:....'.:':: �: ... . � ...-'.'."-'-'.-x- -.1 ....... . . � .... " .. - .,. �'..:'. p -'-1.1..-.-:'..-..-- 1:1:11. 1.29 20 1 1 - -�w":`i::i:'i.iiii0iff. 20 , 11:. -, :.'.',.'��.::�,.,�,:�::..,.::�::.% - .,.,.,,�,.".*,.."".�...,..".,!.-.".*..*'ii*'..� ";:,:;,;: ... ': 0.31 1 ...!i...". i.i.."."', .. .. .,..,. .1:11:11'1-x-:1 - L 1 2#12, 1#12G POOL EQUIP LTG 18 3 - ; ". : ;-" ' -. . - - �a'.'.'.',X-'..�, 5,04 ..*':....:..:.-.:�X .. .. . ......., w-'-- 19 JUICE BAR / ST LTG � 2#12, 1#12G L : ... �.: ' 0.61 '.:-"-':::"'---':'.'. -...-;.,...x- ...... . .. '' -'-'..:'..::-'..'..:.'.:x .........::.'..m - - - �:'�.-':'.: ' - - '''' . 40 3 3 . *1 .: - .1 .. ... : - .. ' " I .. .... xx. .'ft .. .... C AREA LTG 20 3 2 21 RECEPTION LTG 1 2#12, 1#12G L - - - ".: 1.17 � -, - -.1.1.1.;:'.-::.'.: :� 1'-.-.-- ...."....' - .".: .. .:'.."""..:"'.:i 20 1 1 20 .-:'.!.'.-.'.'x-': * 1.56 j !. M L 2#12, 1#12G POOL AREA LTG 23 UP LTG ROTUNDA 2#12, 1#12G L - - 2,'.:'.1.'1.%..-.-.. ... w'-...,-.: .. �%..:- - ..... - �:-............ m--: - ...'....'.."""', 1.34 20 1 . . 1 20 UU7= ..-. K. -'-.i'.'.:"-.--.--::.: 1.67 -�.-.--".::"..,:�".....'..',* L 2#12, 1#12G POOL UPLIGHT LTG 24 3 25 ROOF ROTUNDA LTG 2#12, 1#12G L 1.43 �:"` .... .... ... ..:'.... -.--.�:�i��]i�ili�i�:�i��i��:ii��:��.,.��. ,.".�....:,....,..:.,..,.:-.,..,,.,�...-,.."..-:.",. .. 2 13 RTU -1 I I -� ,'ii ��.'� . 1-1: mmm .- - L 40 3 3 30 27 CIRCUIT TRAINING LTG 2#10, 1#10G L .... �'--: 2-91 : I 1 --� "'-".."."��"--'-',..".'-'--"' "' " -111,11-.11,11--m 'x ,,?,',',,,,',,-,,,** - -,,, 20 1 - 1 - 1 . 1 1 20 - 20 20 --' -:0, .-'.--1.:K1. .." -.1 -.'.�'.*'. ...... � .... ..... ' ,... - M 0.41 .. � ':'::,�.......,. ... .. ... .N.�:-.'.-:-'�� ..:.:., 0,,'. .-,-.. .. ..-. . ' ' .: " 1 � * .. ...- -'� '' '""', -'..�..-...'.'.- . .� ,., ... .. :1 .- K, .,',---�"'-'-,- -' , I -, ", ii'l ...�.-'..:'.-'..-- ", -' 1.30 ....... - . , ... ... ----- .... I ... ' .... ...... I ..-� .. * , '* � .K. �,.,",, Z:x' .... .' 0.34 ,",,��,'-; "I"I!."...". , I . . ... .. ..:.....'.'.-�.'::::-*"�0 . S�i' ' .!.� ,,-: "I I I �.::.' - , , ,�.'.";..'M"..'�.X L 2#1 2, 1#12G L 2#12, 1#12G 1 92#12, 1#12G - I EXTERIOR LTG EXTERIOR LTG EXTERIOR LTG 28 30 32 '.'.�.::'.:-.:..'.".::'- *.,.;:"....,....:"::,.:..--.... ' 8.86 . ...... �.:. 29 I CIRCUIT TRAINING LTG � I... -1 - .-I -.- - - ........- - - : .......... . 2#10, 1#10G L - :� ':"...' 2.91 20 1 �1.1.1 - . -.-... 31 CIRCUIT TRANING LTG � ...... ...... ,...,::,..,::..,.:�'--",�,.�-,..,.- ... 2#10, 1#10G L 2.91 a= :�iliii . �]��'��?.��,*�;��*.�.?.!?"��. 20 1 ....... ......... . 33 OPEN AREA LTG 11 2#12, 1#12G L - ..".*..-"...'1-'.' "' .,.. . ... --- -. --.--� .......... 3#1 2, f 01 2G . � I 4.15 �'�:��i!i§.��.'��.�� i",�i�i.."��]�]��:�:��]:�!�i�i 35 OPEN AREA LTG 2#12, 1#12G L - . - ... , - i - ...........'....? - ... � .....,... -1 m .......... .1"I.,.", --- �. .............. ... � .... ......... .. .....'.....- -'----'�� .. i - .---,. , "-..-. .!.'.... '.., .....'..: ...... 1. 1 A3 20 1 1 20 - - - I " . - V """ - ... : ;".....e........ Cmj=mm 20 3 . . 37 OPEN AREA LTG 2#12, 1#12G L "... ..... 0.85 .�'��]��]�i;��];��i;��i�i;i�.....,.� �'..' ... �.-�... ....... '.. - ....... : ,.` � ". .' '-'--.m-..'--.--..---:::::". 1 20 ...... p , � '10 .....'g.jogm.: ': - ... ' --��-*-.-"- , '� . ... :: ...... W.:' 'If"', W...'X::..'� Ill: I 1 39 1 OPEN AREA LTG 2#12, 1#12G L I-- ..... - 0.85 ! "' : .....*...."...*..."'*...::�,'i-'..-'*.'�.*.-,.--'...�'..�-..�,�'.'..-.'.�.,� ..' ...... .. I ......... - 20 1 .- 1 20 A .... mm i SPARE 40 3#4, 1 I 1 41 1 OPEN AREA LTG 2#12, 1#12G L .. ....... - .... : ... I : I -,%.. . " i`...'..'..'b.1 ��.-.-------. 0.56 20 1 . 1 20 - I SPARE 42 1 17 DHU-1 : Im 17-45 BE wk 7.9 I 8.6 . .. ...":.' . - .' ..", . ....-I - '4.,-. ... 1'.--::_:: ..'.- . .. ,�...., ..... - No 7.4 5.5 5.8 j - 18 LARGEST PHASE CONNECTED AMPS: 52.84 PHASE A MAX CURRENT W/ DIVIND FCTR: 66.06 LARGEST PHO�SE DEMAND AMPS: - 66.06 PHASE BMAX CURRENT W/ DMIND FCTR: 60.17 � :::.*: : I :.U..K 2m : ...i.. LARGEST PHASE DEMAND KVA: 18.30 PHASE C MAX CURRENT W/ DMND FCTR: 65.12- SPACE 20 . . .. �5 . "?.� . -'.i� .'1-.'1,�1'1,,.-.1 . �`z.'-? . . . . w � i � LIGHTING (L) F ECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCF- EN EQUI PENT (K) LAR EST MOTOR (M) OTHER (0) CONN. LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 42.401 1.25 53.00 0 1.00 0.00 0 1.00 0.00 0 1.00 0.00 0 1.00 0.00 0 1.25 0.00 0 1.00 0.00 I SQUARE FOOT: LIGHTING LOAD: VA/SF - * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO � (CONNECTED VS. TABLE 220.12, NEC 2008.) **LARGER A/C LOAD: 0 KVA ----- NOTES: 1. LOCKABLE TYPE BRIE ER 2. HACR RATED BREAKE �- 3. GFI BREAKER . 1 PANEL MANUFACTURER: SIEMENS NAME: MDP MAIN BREAKER (AMPS): 1200 GF S'- (SEE N TE 4) 3 PHASE MAIN LUGS (AMPS):_ 4 WIRE PROJECT NAME: LAF Atlantic Beach K.A.I.C.: 35 277/480 VOLTS PROJECT NUMBER: 2110219 MOUNTED: SURFACE - � - FED FROM: UTILITY TRANSFORMER N 0 T E S CKT NO. IDENTIFICATION � i WIRE/ � � OND C 0 D E LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE (KVA) C 0 D E WIRE/COND IDENTIFICATION CKT NO. IN 0 T E 3 A B C TRIP I P P TRIP A B C 1-- 2f! Lu 1 < = ,::) Lo ce) = m Z= i :I- < I i < 0 Co -� = Co he 9 I �' �-- < C\j > C\j 1 PANEL HL 3#4/0, ltl4G, I 2"C S . I ..... : -, : ..'.. :.;.., 1830 ..,� -: im . .".':Wm ' 225 3 3 350 5996 --�:i-��i�.�'�i>-'��i�i' .�';�;�..";!;��i�;�i�i::ii��i�i� ': "' "�� '� = vm--.T-�.!:�! ................ w ': ,"X". .... :""": '�*-`*"*.`:'� �: ....... 54.05 mN,;..,,...X. S 3#500, l#3G'31'C � PANEL LDP VIA TRANSFORMER 2 - W F- Lu CD z Co : .. 16.67 ......�.-,..�-,..-,,.,�.'..f.�...',..'..'.'.....' : m I , � , � . 0 1; ; �: .. ';`:""' 18.04 �..'..-..-..-.:.:.: - ..".,'.� 2 I C :5 o -4--v x 3#8, 1#10G I � D 1: 0 Lu " - II-- F- :Ei LL- < a < = .� T- 10.52 `.'0: I,.,-..- : -.1m;V11:1. Im. -j....'::'..::-.'.x ... (2) �j C D - � S. I--- < C\] - Lu � -� Ir- � w . ....,"..'a: - -...--':-;o:;-"..:- 2 ; �� p I Lu = a 'W '' -- .......... ... , : '...- .. *.' '..' " ....... . �::,:�*�..*-.*...'.�,�..--..%.�.' 10.52 �*..'....'.'.'.��'.'-..�'....�.-...i...i�- � - ' ...... '�' * "' -...�i" ..'.".....' ,.."...".I.... 10.52 !��!��]��!��]��!�.'..��i�i ... 2 3 RTU -1 Lli C 50 3 3 50 C� RTU -2 4 2 .. ... .. ` "',.: . K ...... ... - " ' ' " - �.-Il.-..,...,...,'.,,-....,....:,:'I I" .", " ,.... FEW 10.52 - . . 0 . I I z I I 3#8, lit I 06 .--'-""�-�I�-�i .." .... .. ' : 10.52 i= 3#8, 1#10G 2 5 RTU -3 Cffi 10.52 ME 50 3 3 50 TOM 10.52 -.1-1 m C RTU -4 6 2 . " - - ff �:'�-�� '.- 4. ,.�. 10.52 '.---.,".'�-'�.---".-'- � .. .... 3#8, 1#10G . ; I-- - --mm �.-' , 2 7 RTU -5 � C - � .. ....... ...... �...�'..-..�.�..'��,'-.'.'..'-.'f-.'� 10.52 :.�...--...-,.�.-�.--....,--.......--...-..,-.....-.'.'..,� �...,. ...... .. 50 3 3 30 - -�' .- T- �� -� 6.28 '!�-�.i�11!��iiiil�i]�� . .... .. ... C RTU -6 8 2 1 , """"""; x", - ,.�-. ........��,..,�,..: 10.52 '�,"..".."..'i-M -,"..?.-.'� . 6.28 mm " I 3#6, 1 10G ' "' �4.m.' . - ", Ir, '....�. ... ? . :: .�'..... ..... �--`.�.§ I .... 12.18 '.... E� ... '' " ':i ��i: ---� i�i��i�i -z ';`,�-.�`§ -i�"i;i� " "!�� 5.40 ,..".,,.�� 3#8, 1#8G -- 2 9 RTU -7 C - . ..... *� 12.18 r -."M ....'.-m :g"�i".��- - . - ': il, . 60 3 3 1 30 " '. ."'.:'. :' UMM ...4'.' : 1�1- ........ .....'. . ""': ,:,::, ' " '; RTU -8 10 2 1 mm�..�..'.:�� m- '; �',.'. �..'j 12.18 �-�rx *�m ��:..- '- _:'� 1 5.40 3#8, 1 10G .. 6 8 � 8 -mm 5.04 .... ..... ... . 3#10, 1#10G ... . . .... -, 8.86 [....-.-..-.11*1*",.,,*,.,..�.I ..... . ' - ; ". : ;-" ' -. . - - �a'.'.'.',X-'..�, 5,04 ..*':....:..:.-.:�X .. .. . ......., w-'-- 2 1 1 RTU -9 C 40 3 3 25 C RTU -10 12 2 - �".'::' I- - I M , - : ...?... .... 5. ... 3#8, 1 loG .. I - - -'� "' . .. , .. .. - -:.. - 8.86 ...�-'%-.,.- 1: I` .: -`-` ...'. ........ � �.........:�.:::�:..-."..I.--�,...:-,. .- .... - ... ,;,;r. '., ....;....-, 1:1 ** " ... IV, 1#10G N 8.86 = 2 13 RTU -1 I I C 40 3 3 30 :�:::. �..,.i�.....!i�i�.-.....-.,-..i�.,..�i�� ... Mi TVSS 14 mm '.'.�.::'.:-.:..'.".::'- *.,.;:"....,....:"::,.:..--.... ' 8.86 . ...... �.:. . . 3#1 2, f 01 2G 4.15 �'�:��i!i§.��.'��.�� i",�i�i.."��]�]��:�:��]:�!�i�i ��;!i�i:iii:i�i��]��i�� i��i.,.��]��.��:.�,� 2 15 ACC -1 Cmj=mm 20 3 SPACE 16 .;�i�.'�".-`.*"' ..... * �� I sm 4.15 11 E'..'�%rl��-3"...."...-...��".:,::,::*::"*"* 3#4, 1 ff8G mm ", ". .1, - .- ....... ... Z-11 .�...... ..-: ..'....', . , Kz`-.'*1`1" *M ....11-1111 2 17 DHU-1 : Im 17-45 BE wk 70 � 3 .. ...":.' . - .' ..", . ....-I - '4.,-. ... 1'.--::_:: ..'.- . .. ,�...., ..... - No SPACE 18 � I -g"', ,"". " "' ' .�',�'.�..;.....�.-*.','-..'.-�.,..'.-'.' 17.45 .' -.� m:� .. 11 19 SPACE � :::.*: : I :.U..K 2m : ...i.. mm �,,.-.�..--,.-,.-.,..-.....�...-x.,:-.......�. � SPACE 20 . . .. �5 . "?.� . -'.i� .'1-.'1,�1'1,,.-.1 . �`z.'-? . . . . w � m �� o.".'.1B'.1�.'.111.-' ... j�;i�!;�;�;!�;!;�;ii§!�� ... . - :1 �.. . �. � F21 SPACE � i �`�11'�" '.�'�.. ;....��.1*3-.�:.1 . . . . . ""� --- - .....�........'....�"..,::,.".,.". - mi K -.1 --- �i��i,�..,;,.:�,�;ii�;:i:i�.�:,.' .... 1. I.' ...' ` - .* '.. I . ..-. .- -.-.�.,,' � .' ,'1,'.'.--.1-'.'1.'-.-* .... � . .... � .... ... - � --- SPACE 22 W ,'�.::-.�: . . ; ... � - - `.: ...::: . ::.. .... ... . .- .... . ..... .. " : ....' , - : ....�... ". � -, .... �;',,',"""'*"" I .... .� �-,,-,..,... .'..'. _ I � I I I i - � . 101.1 1 97.7 I 96.3 91.8 LARGEST PHASE CONNECTED AMPS: 718.49 PHASE A MAX CURRENT W/ DMIND FCTR: 734.23 LARGEST PHASE DEMAND - -T AMPS: 734.23 PHASE B MAX CURRENT W/ DMIND FCTR: 231-2 LARGEST PHASE EMAND KVA: 203.44 PHASE C MAX CURRENT W/ DMIND FCTR: 711.96 L161TING (L) CLES (R) A/C HE�,TING (H) A/C COC I LING C KITCHEN EQUI PENT ((K)) LARGEST M�)TOR (M) OlrHER (0) CONN LOAD DEMAND DEMAND (KVA) FACTOR LOAD (KVA) 0 1.25 0.00 0 1.00 0.00 0 1.00 0.00 - 2�1 1 1-00 - 310A 1 i31 I 1.00 I 0.00 I 42) L- CTS i - 25 1 65.44 1 1 o I 1.00 0.00 . SQUARE FOOT: LIGHTING LOAD: VA/SF - * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO - (CONNECTED VS. TABLE 220.12, NEC 2008.) **LARGER AYC LOAD: 310.11 KVA I I I NOTES- 1. LOCKABLE TYPE BREAKER 4. PROVIDE MCB WITH GROUND FAULT PROTECTION AND SHUNT TRIP 2� HACR RATED BREAKER � 3. GFI BREAKER � GENERAL NOTES: ----- - - - -- --- - -- -------- 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY SERIES RATE THE PANELS PER MANUFACTURER USED. 0 � i I t5 � �3 6- 2 � I = ___:, CZ ! = m r, . 3� � 0 ! - 0) :L - ;-, CIO = = - �w� L.- i (1) 42) L- CTS : : i w , = = 0 - Cf) - -& .F � - U) U) =- i�: 0 00 C10 Cf) (=) � i ! i QD I = (1) C:Y) m < Lu : 4., 2EI - �� 6 0 (1) (D - _r_ - ' 1-- 2f! Lu 1 < = ,::) Lo ce) = m Z= o � -� :I- < 1� ,T 3� � i < 0 Co -� = Co he 9 I �' �-- < C\j > C\j Lu U) I . L, 2 < �y Co -i 0 � i 1 t5 � �3 6- 2 � I = ___:, CZ ! = m r, . 3� � 0 ! - 0) :L - ;-, CIO = = - L.- i (1) 42) L- CTS : : i w , = = 0 - Cf) - -& .F � - U) U) =- i�: 0 00 C10 Cf) (=) � i ! i QD I = (1) C:Y) m < Lu : 4., 2EI - �� 6 0 (1) (D - _r_ - ' 1-- 2f! Lu 1 < = ,::) Lo ce) = m Z= o � -� :I- < I �j � 0 i ,E i ! 6 S ;� A .Q � i t5 � �3 6- 2 � I = w a . 3� : � ( � ,..j i�' < C5 1 < : � 4) 2? 2 : : i w " C\j - - -& .F � - � � no � In - . I . _S; E? 0 - a-, LE5 .�2 I . �- 4) 16 .iE m E 7F .0 1� ,T 3� � i < 0 Co -� = Co he 9 I �' �-- < C\j > C\j Lu U) I . L, 2 < �y Co -i C (1) 2 l� 3F . '=�" =) u- t"O 0 - C =3 _0 � o E o . CO = C-) W C) < Lu (1) c- . I Z. 2 - W F- Lu CD z Co - 0 W 2 I C :5 o -4--v x 15; I � D 1: 0 Lu " - II-- F- :Ei LL- < a < = .� T- 0 (2) �j C D - � S. I--- < C\] - Lu � -� Ir- � w L= 1-- (Z uj 2 ; �� p u Cc Lu = a ��- 2 %� = < - - GIVO 0 CD "'� V-4 . 2! n a) LL. 0) 1 Z3 LLI ---) I 6 2 w a 04 r-� 4) t- ') - " C\j - 'S In - o 'a - a-, 4) Lu .0 z I,, he 9 0 - Lu �:: U) C 0 �� C 0 <( m Lu 0 'FA . .m - 9= .EL L- x 15; (L- > 4) 0 =) w 11) 4) 0 a z Lli 0 0 - < . 0 �- � - . z I 6 Im t- ') - C\j - In o �'N a-, Lu Lu �R z I,, he 9 1.1) - Lu �:: 0 0 0 �� P ;5 <( m Lu 2! CC 9= x (L- A a 0 m - m . 7� � a E6.1