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3101 W 1 St 22873 Central Baptist Church
E T��AL BA�PT15T N. R F�- a 1�� _ v�-'y V-1 •J .�' . Sri• �� � '� � =! -•.�. - �r Ki NEW SANCTUARY AND EDUCATION BUILDING ve, f (� S�►NFORD FIRE DEPARTMENT 1303 FRENCH AVENUE 0 !,✓ SANFORD, FLORIC1A 32771 0 I INDEX OF DRAWINGS I COVET 914EET AND INDEX OF DKAWIR&S •' A-1 SITS PLAN A•2 FIRST FbODK ?LAN -- MICTLIAM A-3 PI RST TLOOR PLAN -- EDLICATIOM A•4 SECOND FLOOZ PLANT- 3ANCTUARY A•5 SECOND FLOOR PLAM-- F-DUCATlON WINDOW SCAD. A -Lc DOOK SCHEDULE A-7 FIN15H ' VCNcDULE A•8 IkFEKIOK DETAILS* ELEVATIONS A-°1 DETAI L 5 A-10 EXTERIOK ELEVATIONS A-11 BUILDING SECTIM 4 ROOF PLAN A-12 REFLECTED CLa.- 13T FLOOK- SANCTUAR'f A-11 REFLECTI=17 ELG•- 13T FLOOR- EDUCATIOU IA-14. REFLECTED C LQ .- MY FLOOR- SAlVCTURKY A-15 FEFLEMD GL6-.- 2N®zFLODR- EDUCATION 9-1 FOUNDATION PLAN-SANCTLIAIZY 5-2 FOUNDATION PLAN - EDUCATION 3-3 POUNDATIDN DETAILS 2-4- FRAMING. FLAN- SANCTUARY 5-5 FRAMING PLAN - EDUCAT16M S-to DETAILS M-1 FIRST FL00R 'PLA N- SANCT LI M- H V A C M-2 FIRSTFLOOR PLAN -EDUCATION - HVAP M-'5 SECON➢ FLOOR PLAN- SANCTUARY - HVAC M-4 SECOND FLOOR PLAN•- EDUCATION - HVAC M-5 NVAG DETAILS 4 3CHEDULE5 P-1 FIRST FLOOK PLANT - SANCTUARY-PLUMBIMCn P-2 FIRST FLOOR PLAN - EDl1CAT10N- PLUMBING P- 5 SECOND FLOOR PLAN - SANCTUARY - EDUCATIO N . P-4 RISER DIACrKAMS F-ly 3CHEDULE5 4 NOTES ES-1 ELECTRICAL SITE PLAN E-I FIRST FLOOR PLAN- SANCTUM LIGHTINC, E 2 FIRST FLOOR PLAN- EDUCATION - LIGRTIMQ E-3 3ECON0 FLOOR PLA N - SA NCTUAR`i - LIGhWT I N6, E-4- SECOND FLOOR PLAN- EDUCATIOI7 LI&HTIN6. E•5 FIRST FLOOR PLAN- SANCTUARY - P0k1ER E-ID FIRST FLOOK PLAN - EDUCATIOVI - POWER E-7 SECOND FLQOK PLAIN- SAUCTURY POWER - E•B SECOND FL00K PLAU - EDUCATION - PdWE'R E-07 RISER DIA,'i',RAM3 E•10 PANEL SCHEDULES AV-1 SOUND-FIRS1 FLOM SANCTUARH AV•2 SDUND- F«3T FLOOR EDUCATION AV-3 SDUND- SECOND FLOOR SAMCTLIAF,4 AV4 SDUND- VECOND FLODY EDUCATION C-I CIVIL SITE PLAN 4 LANDSCA?10s, SHEET TITLE COVER SHT, HD IMDEX qF MINU SHEET I SHEET l OF 47 SITE PLAN 00 0 GN f' 4. 42D' I q PA = Zo o' NORTH a LEA L : 11J S�� D P����d� OF L.A►�.lC� L,Ylhl��►�l S+E.1.11►10L.rc C.c>uKTC t�4�1GU L. R Y, �����1S�s g�Ep �SFflI��-OWSNCar-c 3o P-1�sT' � Ntp1�� TNT rtAs-v -rr� Tk1� PLAT C::- 3 t�.T• 5►� �T N'g Sulxl��lg►o+.l d.�_D l►�lU TNe sT As Rr=cc'�PEp 1►.1 PLAT E3aok 1 Pl�.caE SS sAio I�`1• . 5r���N S Sum ��T� Zlo Fg6( of BLoc,� 3�' of No>TH ZIO �-EE-T dF 5L vISIoN Anip ALSO THE �cSl 7L aF T E ' ALso TL\� Sov-cu � 4�' A►-1D ALSO _rV E �EsT %z o� gLo� SO'L . q L FEE 4So GE o F T�}E 1.�e,-7 `l. (O LESS o ►'► � SGLU A A►vss LoTH 0_ �c E TN��ec�� Ao ALso 6�,i� 1►I Tl1E \�IE-�T A�.tr� 4�5.30 �E•L 1138 ��}F SA 1 C> sa= c T t o �1 A r,j o 2T o f �1 E �f-I} Rl l �1 Se�uT t CRD�,`TV�' ITr ZNllS �1T -!2ouff►�-i 'c NET� (,L'j W e--,T -"19 L�rp.F�eqF�l'-1 3qES-st -r �N�Tt> L�Ar�E S E T F-- r-- i-- d' Q I u DTE : CIVIL EJlIG P1EEIN( � LA1VWAMM SHALL BE A3 PKEPAAED BY Fu9INff,911YA JLX GES 1042 EAST Z4TN 3T. YAIJFM � FL D K) P A kn.. DATED : SUT ',6 7 ANDVID > Y P{Z -D f. 15JU7 DRAWN 8iP APPROVED REVISIONS 4— _Z cc: ® 0 z U) -i LL. z O cn CL � Cal-T'-lI wim, 06 Q U < _ --I w z 1 11:00 �. - a ARCHITECTURE AND PLANNING 1330 PALMETTO AVE. WINTER PARK, FLORIDA 32789 (305) 647-1223 PROJECT NO b&- 0to1 DATE 10 DEC. 1�n7 SHEET TITLE S )TE PLAN SHEET A-1 —}— SHEET Z OF 47 4 Q iLw I T•Ti W%R + _p rip • i 24� - — - TEE 11. 4.� IIIII; - ,, ct �a G k P p Fe a Iq =lid-oi1 EL. tDI Q + 2No FLOOR FLAN �.�.. _ ri srucc� orgy E�AllCR ng . __..__..._ No_ ., TYPE SIZE A R M TE (AL GLASSTHR .REMARKS F[N- . ,. _ W H _ Thk: DOOR . . FRAME I00 A Z-Z G 7 0 13/4 ALUM, ALUM. �4T MP. AL M. FACTORY IDO A 100 B 1000 A 2-2-b 1•0 13/4 ALUM, ALUM, 1/4"TEMP ALUM. ` FAC TOII'I 1A 1 B-1 Z•2-G G-'8 Ida- S.CWOOD N:M • '/4"MIRE. 1 D 1 A B Z-2-r. 10 4 E - 2 2=2. 6 104 A E- Z 2.2-6 '/4"WIRE 105 C-1 2=8 - 10(0 f.-Z 3-0 '/47WlKE I0'7 C-2 3.0 - 1D8 8-Z Z-8 3 l /4 S�C•WOOD N•M• I /�."WIRE 'Dl1TC1-I d A C- -+ Z-L 1316 -H=C. MOOD WOO D 109 C-:4 2-8 1118 H•E•WOOD w06D 109A C-4 2.8 . 1316 N.C. WOOD WOOD 110 0-2 2.2) I3/4 S.C. OQD H•Dl. -DUTCH .vVv III C• Z 3-0 L-8 13/4 S-LWOOD H•M. 112 A 1.3-0 1-0 13/4 ALUM. ALUM. '/4 TEMP. ALUM. FACTDiI'I 112A 5 Z-3.0 -S•t•WOOD H.. y4WIKE. 113 C-7. 3-0 V•WOOD MAGNETIC LATC)+ 114 C-Z Z-18 l;/f 3•C•W00➢ 115 C-1 2- B 1 va, 11• C. W00➢ HIM. 132A Z•2.0 - MTL. - FACTIKY 118 b- l' 2.8 11 4 H- C.WOOD ` H•M- 1/4"WIRE D- 1 2-6 13/4 S.E. WOOD 120 C - I 2- B 13�4. S .� IbLOd 12-0A C : Z- L 13/4 N - Ml N-M 121 G 3-0 - MTL . FAEMRI 171 C-7-2.0 (3/4 I t-WBOD N•M. I23 G 1-Z-6 - MTL. - F1tTORY l24 C- 2 Z-B 134 A•t• OOD H •M. 115 C-Z 2-8 114 01.2. Z-g IL'1 C-2 1-8 IZ8 6-2 3-0 '/47WIRE 128A C 3_0 128 B B 2.8 W WIKE In B77- 3-0 %4'WIRE I19A I C-2 2.0 - 129B 8-2.1. 3.0 '/4"W1KE 130 C•2 ` 2•Z-0 131 B - 2 3-0 13J4 S.C.W06 D U.K. 1/4" WIRE 132 C- 4 2-8 131A H.e.WOOD WOOD (33 C-4• Z- 7-0 135 C. 4 1-6 - 13L C- 2-to 13/a N.I.LIOOD WOOD 13? , G 1-3-0 - MTL. - IFACTORY 140 ` 1-2 3-0 13/4 S.LWOOD H•M. '14'WIRE 140 A C 3.0 13/4 3-tyonD A-K, - 140B B 2-8 to-8 13/4• S.E•WObD N.M. '/4'WIRE _ 14-1 j A Z-3-0 7-6 13/4 ALBrA. iLUM. % TEMP. FACtIR4 141 A t 2.3.0 L-A 13/4 ' S.C.WOOD H.IM. '/,CWIRE 141 B C-2 2.0 1�•2 C•2 3.0 - 143 B• 2 2-8 13/4 3•C.W6d D H.Mt. '/4°WIRE DUTCH l 41A C- 4 Z-O 13/i s O .C. W60 D W00 D 144 C• 4 Z- 8 145 C • 4 3-0, 14G I C- 4 Z-8 4-8 Ilia I H.C.U05D 1UD0p CL. WIR alas DUTCH DaazWi JNELF AS NOTED 1-11 VII Hi1 UL E Iq r 9 q e Q A w a J u- Q 4'1 rlo" N.M. F12AME w/4 &ROUT FILL H•M, 9. x 4 WD. STUD CLIPS PER JAMB FRAML w/ 4 CLIPS I/�-" &IF. BD. EA- 3%"MTL. ST11D'"/ I/�,� „ Goa. RD.EA.SIDE2 3f/8)1TL.3TUD`7�PERJAMR dIOE w S , HIM. FRAME /4. j �S QLIPS PER JAMB r 6KP. fJ EA.SIDE I _ __--4 DIn .9 M ` O O O 4 Nd tQ 0 a D w a 0 J a No. TYPE SIZE MATERIAL GLASSREMARKSTHR .FIR. Thk DOOR FRAME. 141 D-Lo -15.0 8-0 FADRIC MTL. CLA19'A' 148 B -Z 3-0 L•8 A3/4 3-am N.M. '/4N11KE 141 C-Z Z.-8 150 E - Z Z•2=b 01 '41J11 E - 150A E - 2 1. 2-G G • 8 4 •t. W00 D N • Ml . y4"WIRE IF/ A 2-Z-Lo 7-0 ALUA Al 111. '14TEIII T. FAt1DR'f 1SIA A 2-1.6 I52 A 2.14 If?. A, A 1-2.4 7-0 ALUM ALUN %"TE17F FAETOKI 153 D- Z I.0 by 15 S-C• WHD N. M. 0 UT CH K4 B-1 2-8 13/4 sTWOOD H.n DLITCH P 0 C •4. Z-8 IVA N-L U00 WOOD 1SSA C-4 1.9 IVA H-t!-WOOD WOOD' 166 9-2 2-9 13/4 I.C.0000 R.M. DUTCH 157 B-Z 1-R 13/4 S.9.WOOD U.M. DUTCH • 137A C- 4 2.-G 13/8- N.L. MOOD LN04D 15B C- 4 1-8 11/6 N•@mOA M100A 158A C- 4 2.8 13/6 N -t. WPOB WOOD 169 B- 2 1.8 17/4 81C.waI D N -Irl• DUTCH l 60 B-2 '1.8 13/4 S. VIOD M-n DUT C H IL 1 6-4 1-9 1I/R 1,E. WOOD 000D 161. A C- 4 2-8 I3/a I N L 001) WOOD 162 1-2 1•A 13/4 3-C._ll.(OAD 11.M. DUT C H 163A B-2 2-3-0 11t 3 •C•WOOD H• M. ''/4WIRE 113 B 2. 2-6 17/4 H-M. K-. M. V41JIRL ALUM, 164 9-2 1- 24 It -WOOD 1/4 WE 164A 1-2 1- 1- 4. 3. f. (WOOD '14 N19E 1641 t 1.3-0 N .m. ALUM, 164C C 1.3-0 17/4 R. M. ALUM 16S e• I t-2.6 1 7/6 1 H-t WOOD 166 C- I L-A IJ/4 3-C-G101D ILL A C- l 2.8 1714 1. e.WOO D H.M. 147 C• 4 2-6 17/4 N.C-WOOD MOOD 168 C-1 2.6 17/4 3-C1100 H. V. 161 C-2 2-8 176 C- 2. 2.8 1"f I C-2 2.8 112 C. I 2-B I y/4- S.C. WOOD H. )III 113 C- 4 2.8 17/a 11.11 DODO WOOD 174 6.1 2-8 1-7/4 31. k(00D HIM. 176" C- 1 2- L 13/4 1. C. WOOD 9.1M. 177 2-2 2.1-& 11/4 3,C.WObb 11.1 178 C- 4 2.8 mz N't. J00D WOOD 078A D 10'-D FABRIC 17TL CLASJ 'A' 1768 D 16.6 FAIR] C IMTL. C LAS! :A' 11B6 D )0.0 FABRIC MTL. CLAJS'A' 178 D C• 4 3-0 13% N .1.WODD NID 173 8-2 1-0 d-8 l a/4 J.CW00D 110 V4. kit I I % F-5 8.0 3-8 - ALUM. ALUM. 119B G- 1 3-0 L-8 17/4 S.e.100D P.M. 186 0. 1 3-0 17/4 S-r*-IJOOD M.M. 191. 0-2 2.8 11/4 3.L' WOBD N.M. V431IR8 ` D U-T C p 17L C-2 2-1 13/8 S. •E.U09D N.M. _. 192 C- 4- 2- S 1 7/E 1 P1.C•WeoD W 00 2Q I B -2 1.8 13ia J.CU100D ' /in '/4*W)RE 20IA B-2 2-8 `-A 13/4 3-C.WDID N•1►?- V4!INE N o. q `' a a TYPE... SIZE: ATERIAL ` M LASS � THR RE MARKS', EMAR � K S :..FIN-' W H Thk � DOOR FRAME Z02 a 7.2.6 4-8 17/4 1 3.GWOOD N.M. '/4 WIRE Z03 C•2 JZ-8 17/4 S.C.WODD 9-11. - 203A 17-2 Z•8 11/4 S.C.WOOD H•M. 1/411KL 2039 Cr 2.2-D MTL. -- FALTBRY 204 V 2.9 I7/4 tt.WAOD H.M. '/4"WIXe 204 A C-4- 2.8 13/8 N.C.WDOD WODUP Z048 Z-2.0 (0- 8 riT L. FACTORY 205 D-6 10 -8 8.0 FAN)C MTL- CLASS 'A' Z05A G• 2-2.6 6-Ps I1TL. I'ACTORy 204 0-2 1.8 I7/4 3.G WOV H. M- 1/4 1RE 201 S - 2 2. 8 S y4 W/AE E06 C-2 2: 2 (a 209 5-2 3-0/4"IYIRE 210 1-1 1-6 4.8 P/4 S.e•WOOD 9-0. y4419L- 21b A p-1 Il'-4 8-0 FABRIC MTt. - CLASS 'A' Zl•l B- 2 2-B L-8 fly/4 S. C. WOOD 9-,11 '/,VWI'RF ?1?- C -1 2.8 13/4 J. f. WOOD CONT WEATHR` STKI FINS 113 C 2- S 13/8 At -WOOD Z 14 C- I 2-8 17/4 UN D 214A C- 1 2-8 17/4 tC 00D H.M. 214 C-4- 2-.8 17/6 A,C.L400) MOD 2111 C- I 2-ffi 174 3.11-00D N M 218 C.4 Z-8 INA N1 WHO WDOD ILIm C 2.8 IF 1746 N.t10D NCI Z26 C -1 1.8 to-8 17/4 3-GWOOD II. M. CHIT. 119 NFR JTRIP/NCM 221 D. L h- 4 S-0 FABRIC M7L. CLASS 'A ' .222 2-2 2-8 I4a-8 13 4 t,tWOOD N. . 1/4"I 9E 222A 13-2 2-8 '/4'IwJIRE 223 8- 2 3-0 2 2.4 C • 2 2- 2-16 225 B -2 2-3 Z%& 8-2 2-A IF '/.4"kJIRE 211 B• 2 1.8 11/4 3-l-1014D N-M. '1-'W(RE EVA C.- 4- 2.-8 r 13/rs N ZWOOD WOO t278 Cy 2-2-0 4-8 MTL. FAITIRY 71B D- (0 10.8 8-0 FADRIC 14TL CLASS 'A' 225A G 1.2.0 h-8 MTL. FACTNY 219 0-2 2.8 13/4 1A.W10D H M VMIRE 211 A Cr 2- L MTL. F'>1CTORy 230 C-2 2-8 I7/4 3-1. OOD N.-P7, 23 I B 2-2-6 V4' IR E 232 2-1 2.8 134 13 -2 t• 1.6 3.C.IJOOD '/4"W/Y� 234A C 3-0 235 B -2 1.8 S-e.WODD '14119E 136 C 3-0 I.M. 237 2-2 2.15 3: C W D OD '/4"DJIRE 238 C-2 3-0 231 13-2 2-e 246 B-2 2.8 24-1 B *1 ' 2-A OF 242 B-2 Z-8 !'/4 S-LIND R.M. 4"WIRE Z43 C- 4- 2.0 1 JIA A.C.108D WOOD 24.4 C -2 2-8 17/.4 S•!-W OD M. W. 24-G 9-2 Z. 8 %4VIRE 247 C-2 2 6 146 C • 2. 2-8 2.4-1 C-2 2.8 IF 250 B• 2 3.0 1'/4 31.W00 ILM. '/4*AW 1TI C -4 3-6 1'/a 91-WOAD WOOD Z,E2 B -2 2.8 13/4 S- WOOD M. N. 4'kI/Rt 253 B-2 2-8 17/4 S.e.1400D P.M. 149J.l 7-54 B-2 2-A 6-B l3/4 3.@.IJOOD 11,P1, 114'WIfE 258A EUAL 755" D-L 13-0 4.0 _ - TABR)C XT CLASS 'A' 2510 D-L 13-0 257 D •-� 13-0 258 D-4 13-0 8-0 FAH11' MTL. GLAfJ 'A 259 13-2 2.2- 17/4 ISX400D I H.n.-V401R1: W. D R A, N I� APPROVED ; REVISIONS ; � a O. 'OJU Z I- <C . ,W ' Q (V Z 77 W, Z E--_^- NUIG • Itt''LL VVUN) IU DE 01t'IIllLU � U C D a. ftIG,H /�." G'i P. B D. 1IN 3n NACKSPL471t ]ILL sJ OTN ERN115E NU��J. - }-- PILE•HUNa WD 35/e MTL.STUD3 JAMB II Zito k1D. FRAME`S//"4 I >;ons 24��o.e: FINISH SCHEDULE `: LEGEND 5F.E sH-r• A- 7 i�.FOEv s*TAG4ERED-coNlliecr _. SHEET TITLE ur T = ' �� ro rTRUCr. ABOVE V11MYL- A TINY -15 CLASSIC CQ'RLQN '13RLGATINE' BY ARMSTROAl6- ., �, - D 0 0 K SCH LDOLE:` ►. _ L CRASSWA LK BY ARmST{ZO MQ A\ 11PT 1111141 ,f'11MBAPfTIAAITIIF- ATr [Y11C1 rA11 iuBeoiRI -reY-r• 11 r'nMrrnajI^" n .t FINISH I��CHEDULE NO. �ROOIN NAME FLOOR SASE WALL FINISHES CEILING CLG. HT. REMARKS NORTH EAST SOUTH WEST Ho tO5SY CAPE-T VINYL MBP-PAINT G9P. 81:41IKT M.BD.-PAINT GYP.31.-PAINT AT 9-0 101 SANCTUARY VINYL GYP. BD VARIES SEE CLAN I0Z : PULPIT WOOD WD.FAME L Wt. PANEL WD.PANFL GYP 13D. IS= to" SEE HT. ID3" C14011Z VCT WOOD paNeLa . rra D. ,, 1� YS = G" _ I E E MT. 104 CORRIDOR.- DEBT CARPET VINI L Gail'. DO. TAINT G1'P.BD. PAINT Mt. ,BD. PAINT GYP. BD. PAINT AT °f - D 105 3TAKACE 1116 LID EAIZ1I CARPET IUD. PANEL 0)_ 0 107 A.V. DE IT - VCT G`IP. BD. PAINT g - 0 108 CLASSROOM ' iNVL-a 6'trM-PAINT M.DD. PAINT G9C.11.-PAUV? In"7 TOILET VINYL - A GR BD: UAE 9Yrb1.-U.6.E IIUB)- UGE r9lM.-UGE Ho o CL R35KOO M VINYL -A 41P.ID• PAINT 6YT.BD.- PAINT G'ir.N. - TAINT W,DD,-PAINT III 3TO RACE V GT 8- 0 IIZ YESTIISULE-WL57 CAKPET M.H- VW 9-0 113 R.EtEPTI0N &1P.08.MUT 8-0 114 PRA`!ER RM. CMU - PAINT CMU- PA)AIT CMU- PAINT HE OFFICE EAEPET CYFn-PAINT BYP.3D.-FAINT A-YP. BD. -PAINT 11 4 WORKROOM VINYL- A CMU- FAINT Ml - FAINT III CLOSET V C T w.DO. -PAINT RF.R. PAINT 118 PASTOIL'S SEC. CARPET Clql1- PAINT 119 1IFF I C E GYP. PD.- PAINT IT PASTOR'S OFFICE CAK?ET CMU-PAINT l2I CLOSET VCT mr.DD.-PRINT 112 OFFICE CARPET i;MU- PAINT Gtrbl.-PAINT 123' CLOSET YCT CMU.- PAINT LMU- PAINT 0F.H.-PAINT CYP.PD. -FAINT 124 JANITOR VINYL- A 01. D : T&E GM U - U6E M--51- U&t MP.3D.- 11G;E I'LT TOILET 126 TOILET VINO L -k G'IP.sD.- UGE RPOP. -116E 991! BD.- U & E GYP. b). -UGE 12,7 HALL V T GYP. 0.- PAINT 6YP BD, -PAINT GYP IMA TAINT GVP BD_. -TAINT 11.8 HALL 1, �� CM 1J � P�41NT n 129 H A L L V CT GYP, 8b PAINT " " G MU•- PAINT 130 N.V.a. C. tQM -SEALED URTAIN Mu- PAINT WALL CMu 4 &qP.w. FAINT ,, It 8 ..Q T 1 9011 RENt:MAL V (,T GYP BD -PAINT W. BD. FAINT GYP. 8). -PAINT 10 --0 I31 MUSIC OFFICE CARPET LINO PAINT LMU- TAINT 8-,0 133 STORAGE VCT 6YP.t3➢.-PA/WT GMU�- RINT 174 MEN - ROBES CARPET CH--PAtNT 3C TOILET VINYL. A 13L : 701 LC T VINYL- A GYP. i36.- PAINT 137 WOMEN; ROBES CAKPET CMU -- PAINT M-FAINT 8-0 138 MUSIC LIBRA R 4 V CT 01'. Bb-PR11VT CMU- PAINT 10-0 139 CLOSET VCT GYP. BD.- PAINT 1 o -0 140 ANTE -ROOF? CARPET PrYI, B .-YAIIJT 10 -6 14I VESTIBULE - EAST CARPET GYP• 3D-Vk/C 07-0 142 5TO R AG E - V C T IryP.BD,- )A IMT 13 -0 143 CLASSl000 M - 0. 5D.-?AIU7 GY1. DD.-P4111T GRIP. a -PAIA'IT M. BD- PAINT 144 TOILET VIVIL - A SMOD.-IJCE ffl,99,-UGE 6W.0D.-U9E (XBD., U 6 E 145 TOILET VINYL - A 6W. B0 - UGE M.H.- U&E ;9P• BD,- 11GE GYF b)., ME M. 3TORAC.E V CT GYP b1• I'AII`I7 RP, 9Y.- PAINT Rf- 3A- ?AUNT 6Y1. Dr PAIiVT I47 PRIVACY SPACE VlYgL- A LTocur 0001�) 148 SMIAL ED. CARPTT (FoLptK DooR.) 14.9 STORAGE V LT 8-0 150 CORRIDOR - EAST CAR PL i- 0F..6D, - PAINT 1-0 151 E1vTRY -- kIEST VINYL - PS - - SEAL YPLIT- ACE f-MLI SEAL b -0 If Z ENTRY- 'EAST VINYL- Q IFLiT- TACe SPLI 7 � IF ACE 153 NURSERY CAKFET 0P. M-14IMT GYPSD - PAINT N_ 154 CLASSROOMIAIIPE 4yf.13) -PAINT GYP, BD, -PAINT 0f, bD -PAINT OF, bD--PAINT 155' TOILET VINYL -A CU. BD- UGE 61P.3D.- UGE GYP- 80 - (ICE CK V-UGE ISM CLASTA, 001v Gg. B D - I'AIAI'T or Bl -- ?HINT &!/ H.-PA/AlT 101. BA - P,4INT 176 TO) LET VINYL- A G9P.50.- UGE GYP, ID- UGE 6Y?, BD• - UGr1r' GYP, 0D.� LICE 159 C LASS ROO NI Gar R -PAINT SY. M - PA/VT SIP. )1- PA/NT 691.1D, - Ph/ AIT ILO CLGSS1000In a / to „ *11, .•., ILI TOILET VINYL - A 0t.8D. '-- LICE G"tF, 2l1.- U&&E 6yt bD --UIfrE GYP bD- &4E IG2 ILASS R001`? CARPEI IWYL-A 0P.go. -PAINT` 01.8D- PAI97' KX-8 .-PAINT GNLBD-PAINT 8-0 10 COI' fZID01;.- CA, RPE7 9-0 IL4 MULTI - PURPOSE PRO-GYII? 2.0-0 LS STMLE V LT lip 8 " 0 166 ALCOVE PAD- 99`I1 VIA1 YL -&Yt,Ph.-PAIMT 0P. BO.-PAlkY SHIP. Rb, PAIAA( 0P.BD.-PAIIA17 167 SFtQk1ERS C.T. t..T C.T. - vwc • •'- .. OF. ID - V W C - -C.T. OR RD.- VWC s E Y.W.C.-ABOVE GYP. BD• L8 LADIES C•T. C•T. a !r sYP-BD- UGE -011 -C' . A.T. 161 YESTI OULE C.T.. C.T. Y W G -VW C V WG VWG 170 HOME V CT VINYL 01.1b PAINT G19.njAllfT G•yP.,I7D. . mV7 6yP. BD. PAINT 171 . VESTIBLILE ` C:T. C•T V WL VWC VIUL V we i 72 M E iJ C .T. = ..-D ,C.Y. 11 - L .T - V.0" - C -T. GAF. B), - UGE 1'13 SI10 WEB C.T. ,. ,, sin E s vweovE �1 .� 4'•0" c.T. cvr, so. - Vic 0 YP, B D 174t VESTIBULE L.T. VlwC V WC YGIC VWG A.T. 17S J AUMP . C. T. C. 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ALL ° G • � �t . � N,6-�1. r�� { NN DRAWN APPROVED REVISIONS LL e • s ter.' i t ARCHITECTURE AND PLANNING 1330 PALMETTO AVE. WINTER PARK, FLORIDA 32789 (305) 647-1M PROJECT NO 8Z Qt G r 7 ��� __---___ --- •--___.__ _____ -TZ:4 • -2 cca,� �'c, • 2 a 1 — —ram. x ►c� C�.�—k-�ti.,! � �� P�1�.`�"�L. ice! �,�, . 1--. • "r��,-�" DRAWN REVISIONS • e ® s • A �D i ARCHITECTURE AND PLANNING 1330 PALMETTO AVE.. WINTER PARK, FLORIDA 32789 (305) 647-1223 PROJECT NO DATE l SHEET TITLE �. �..1 FOUNDATION ®•rc . I�� M-r,...�k�►.:.1�1�. c- SLAB_ PLAN x DON MOE ENGINEERING, INC. SHEET Structural Consultants S C/�(� � p /� (� �950 N. Orlando Ave. t#110 Winter Park, FL 327891 OUNDATIOI V I—L.A V(305) 625-9250 - SHEET 18 OF 41 w 12 01 C.M.U. WALL PLK. f r:EIKI (11:?U�6 r-rm) EVEIC I M�UrJ�, �. F, - • •sEE �� ` Swr T �o� Iza � , oLA� afZ I3 M ���.N G�L�• �' 611:r uf S FILL51a ELK • (z�INT DELLS. It 3 G t2• �E • . .- I� NO atJ SEE 11 L&,dkTIetJ er • i=1 U..•�D GEll..s It.1�IGATE[� -T•hlu5• .REINF.. CONY. F 1 G. "WF" I WALL' '• a$ C• M o U■ SCALE 3/4"=1'-0" It J Cr M. U. or WOOD STUD ��' WALL/"WF`' FTG. Goy-n►.� G,C�►-I ��� .I c • n y � a --a .-�1 II .la.+ p1AM�.t e V " I � TIC w +t x x:4 v 'f pL - (� t` U I- , l Q }. N STEEL COLUMN FTG DETAIL CONC. REINF COL AT CROSS W FILLED CELL SECTIO ..� SCALE : 3/4"=V-0" NOT TO SCALE TO SCALE Nm.p. OPT To iU -WIZ0 KEYw¢'(• STRUCTURAL GENERAL .NOTES j � G�iTtZf-tG'f i bt�l J vI F.IT it 2 -d r. s CORNER- INTERSECTION 1 TYPr CORNER BAR DETAIL, NO SCALE ___..._._. i ►� E H ,4;rC H I t4 41 GvF -r 4 I=IZ P-I& P-ry F:oM ,A1A N 0121 c .l.. r S I N r-aFz.0 I NGt A�( I NT - �-1•�G"(I ,d�l•�S �. Gc�(•tf,J E? 1Z5 QP lit;= EpG-1E 4 frM. f2&d`lLr` DESIGN CRITERIA MASOIIRY t4=1. MASONRY CONSTRUCTION SHALL COIIFORI.1 TO ACI STANDARD BUILDING D-1. STANDARD BUILDING CODE, LATEST EDITION. CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 531-79). Z' _ �fr-1 • 'LA.t� (ram) .,.o•,.. ..•, D-2. *ROOF: TOTAL DESIGN DEAD LOAD - 15 PSF BAR JOIST, METAL DECK; AND WOOD TRUSSES, 11-2. CONCRETE BLOCKS SHALL CO1IFOR11 TO ASTM C 90 (28 DAY STRENGTH = _r ;°'x.; � ' x -!�' TOTAL DESIGN LIVE LOAD 20 PSF 3/4" PLYWOOD SHEATHING. 2,000 PSI I'm = 1350 PSI)LAID IN RUNNING BOND. < A�n. Cn Teo 11-3. MORTAR SHALL BE TYPE S OR ht. Pam,( �aW JdIN'f 1%p�Ti%Nlt l(� KE (TO 1%GKM' *OTHER THAN PRE-ENGINEERED METAL BUILDINGS ANINL, aLl; K5-(S U&Y VAKr. KEiI^1AY CAI M-d. REINFORCE WALLS 4t1TH TRUSS -TYPE L" III BED Ill GAGE WIRE. �P:I; IC 1ED W/fIAL�FzcU�. 6 REIIIFORCEI•IEIII EQUAL TO "OQRO-WAIL" 1N BEU JO1N1S @ 16" D.C. �l D-3. SECOND FLOOR; BALCONY MEASURED VERTICALLY. PLACE PER 11AIIUFACTURER'S INSTRUCTIOIIS. (,jj A.THE 2P1�1� PIM�NsI ��lf�tAX• TOTAL DESIGN DEAD LOAD- 50 PSF M-5. WHERE SHOWN, CORES OF BLOCK TIASONRY SHALL BE FILLED 4t1T11GROUT Z I TOTAL DESIGN LIVE LOAD - 100 PSF 4IITH MINIMUM C011PRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, GROUT 1: SLUMP NOT MORE THAN 8". T " '�'' '.•'K',•'y '•'1'. D-4. 4tItlD LOAD: 100 MPH • •I �¢�illi�I� D-5. ALLOWABLE SOIL PRESSURE- 1600 PSF (ASSUMED) EIGHT GROUT FOR FILLED. CELLS SHALL BE .POURED OR PUMPED IN LIFTS NOT TO EXCEED Ll EIGHT (8) FEET IN MIGHT, AND SHALL BE CONSOLIDATED AT TIME OF POURIIG WEMow:�5_L7 EIL UEFV, J,-A1'4��tvlAX. T BY RODDING OR VIBRATING. GENERAL M4. PROVIDE KNOCK -OUT IN C.M.U. AT BASE OF EACH FILLED CELL 10 ALLOW VISUAL r . •`x= _.. x---•-,i VERIFICATION OF COMPLETE GROUT PEKETRATIO11. G-1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIOttS PRIOR TO FABRICATION N F�1�11� �� FI�M�- i��ttz OR START OF CONSTRUCTION.� �I STEEL JOI(ZTS AND h1ETAL DECKING ry-A L.�,{�- x' �'U W���' G-2. THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT �I THE STRUCTURE, THE WORK PERSONS, AtlD OTHER PEOPLE DURING CONSTRUCTION. SJ-1. MANUFACTURE AND ERECT STEEL JOISTS AND BRIDGING PER LATEST EDITION ; ..• . , ,: : qx HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL SPECIFICATIONS OF THE "STEEL JOIST INSTITUTE". , ..� F r� t.-.. CONSTRUCTION. SJ-2. ALL STEEL JOISTS ARE TO BE CAMBERED AS SPECIFIED BY SJI. G-3. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED It {I'4 MAX.I�t�IU� STRENGTH. SJ-3. WELD EACH SIDE OF EACH JOIST TO STEEL BEAU, SHELF ANGLE, OR BEARING G-4. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, AND PLATES WITH 3/16" x 2" FILLET WELD, MINIMUM. ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED AND SUPPORTED OR ANY OTHER SJ-4. BRIDGING TO ALL STRUCTURAL MEMBERS SHALL BE PERPINDICULAR TO JOISTS. NOTE: AT CONTRACTORS OPTION - CONSTRUCTION ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. PROVIDE LINES OF BRIDGING PER SJI REQUIREMENTS, UNLESS OTHERWISE SHOWN. JOINTS MAY BE FORMED OR SAWED, JOINTS SECURELY WELD ALL, BRIDGING TO TOP AND BOTTOM OF ADJACEIIT JOISTS AND BEAMS. 14UST BE SAWED BETWEEN 4 TO M IIOURS FOUNDATIONS WELD BRIDGING AT INTERSECTION. AFTER CONCRETE HAS BEEN PLACED. F-1. ALL ORGANIC t4ATERIALS, REFUSE h1ATERIALS OR SOFT AREAS SHALL BE REMOVED, SJ-5. USE ANCHORS OR BEARING PLATES FOR ANCHORING EACH JOIST TO CONCRETE BEAMS. AND SOIL PREPARED FOR AN ALLOWABLE BEARING PRESSURE OF 1600 PSF IN SEE PLANS FOR DETAILS. ACCORDANCE WITH RECOMMENDATIONS OF SUBSURFACE INVESTIGATION BY MICHAEL J O I N T -' C R O S S SECTION D. SIMS & ASSOCIATES, INC. SJ-6. THE DESIGN, FABRICIATION AIlO ERECTION OF THE STEEL ROOF DECK SHALL BE IN ACCORDANCE WITH THE CURRENT ROOF DECK SPECIFICATIONS OF THE STEEL DECK F-2. FOUNDATION DESIGN IS BASED UPON PSF BEARING FOR ALL WALL FOOTINGS, SPREAD MAX. SPACING C.J. 25'--0" FOOTINGS, AND RETAINING WALLS. INSTITUTE. F-3 • CONTRACTOR SHALL VERIFY ANY UNSUITABLE CONDITIONS DISCOVERED DURING SJ-7. THE WALL PANEL ERECII011 BRACES SHALL NOT BE REMOVED UNTIL ALL OF THE STEEL k Co �'i' `�.•''le°�1 � 11..E _ Ia CID I w,.c)�r-r' 12 '1 I i I�•�Ni � t~.l i 1�•I c Gd I,,,,�"i'r(►�i ��• �� _ L 01 I It 1 t N 1 1I 1 _� I_ , 0 LO w o DETAIL EXCAVATION WHICH WOULD PREVENT ATTAINMENT OF.THE DESIGN SOIL PRESSURE DECK IS COMPLETELY 41ELDEU IN PLACE. IN NOTE ONE. SJ-8. ALL ROOF OPE11111GS SHALL BE FRAMED WITH STEEL ANGLES, SIZED AS REQUIRED. - THE LOCATION AND SIZE OF THE ROOF OPENINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. STRUCTURAL STEEL SS-1. USE AST14 A-36 STRUCTURAL STEEL. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO LATEST EDITION OF AISC SPECIFICATION FOR DESIGN, WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. SS-2. WELDING SHALL BE DONE BY CERTIFIED WELDERS A.W.S. REQUIREMENTS.. USE _ W-1. WOOD CONSTRUCTION SHALL CONFORM TO AITC, NATIONAL DESIGII SPECIFICATIONS ASTM SERIES E70 ELECTRODES. AND LATEST EUITION OF STANDARD BUILDING CODE; C11. 17. SS-3. SHOP CONNECTIONS SHALL BE WELDED UNLESS OTHERWISE SHOWN W-2• WOOD TRUSSES SHALL BE UESIGNEO BY `A PROFESSIONAL LNGINEER REGISTERED "QUALITY • III THE STATE OF FLORIDA AND FABRICATED lit CONFORIIANCE WITH SS-4. FIELD CONNECTIONS SHALL BE BOLTED WITH ASTM A-325 BOLTS UNLESS OTHERWISE CONTROL MANUAL" BY TRUSS PLATE INSTITUTE (TPI). ALL REQUIRED TEMPORARY BRACING ANU/OR SHORING SHALL BE CLEARLY!SHOW1`1 AND LABELED SHOWN. USE WASHERS AND NUTS ON ALL BOLTS. ON SHOP DRAWINGS. SS-5. FOR MISCELLAtNEOUS STEEL NOT SHOWN ON THESE DRAWINGS SEE ARCHITECTURAL AND W-3. -. HURRICANE CLIPS, JOIST HANGERS, POST CAPS AND BASES, BENd IIANGERS AND MECHANICAL DRAWINGS. OTHER STAtIUARO CONNECTIONS SHALL BE ADEQUATE FOR LUAUS. METAL SS-6. SUBMIT STRUCTURAL STEEL SHOP URA41It•!GS TO.ARCHIIECT FOR.APPROVAL BEFORE EXPOSED TO WEATHER SHALL BE GALVANIZEU. FI�BRICATIONS. SEE "GENERAL CONDITIONS" Ilt PROJECT IIAllUAL. W-4. JOIST, POSTS, AIIU HEADERS SHALL BE STRESS GRADED SOUIIIERtl PINE 12. (Fb-1,2U0 PSI, E-1, 600,000 PSI, MAX. MC.0 - 19%) PROVIDE SS-7. ALL TUBE STEEL COLUMNS SHALL CONFORM TO ASTM 510, GRADE B. .I-X 3 WOOD OR METAL X-BRIDGING @ 8'- 0" O.C. MAXIMUM BETWEEN JOISTS. SS-8. ALL STRUCTURAL STEEL SHOP AND FIELD WELDING SHALL BECOME BY A CURRENTLY W-5. WOOD III CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED A.W.S. CERTIFIED WELDER III STRICT ACCORDANCE WITH THE CURRENT A.W.S SPECIFICATIONS (WOLIIAIIIZEU OR EQUAL). CONCRETE AND REINFORCIIIG 4I-6. WHERE BEAMS ARE FORMED OF TWO 00. MORE I401D.L1 S, THEY SHALL BE ADEQUATELY FASTENED THROUGHOUT LENGTH, AflU EACH )IEMBER SHALL BE FULL C-1. CONCRETE WORK SHALL CONFORM TO ACI STAIIDARD BUILDING CODE REQUIREMENTS LENGTH. FOR REINFORCED CONCRETE (ACI 318-83). W-7. JOIST OR TRUSSES SHALL BE LATERALLY SUPPORTED AT EI1US BY SOLID C-2. CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH AS FOLLOWS: FOUNDATIONS, BLOCKING OR OTHER MEANS TO PREVENT ROTATION. FILLED CELLS, CONCRETE COLUMNS AND BEAMS: 3,000 PSI C-3. REBARS SHALL CONFORM TO ASTM A-615 GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. C-4. COVER FOR REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: SHEET TITLE FOOTINGS 31' SLAB ON GRADE I-," FROM TOP I FOUNDATM BEAMS 1z"(011 TIES) CONCRETE CROSS 2" (ON TIES) D F TAV LS C-5. SPLICES AND ANCHORAGE OR REIIIFORCIIIG SHALL BE AS FOLLOWS UNLESS OTHERWISE SHEET VOTED: WELDED WIRE FABRIC 6" ALL OTHER 36 DIA. (12" MIN-) DON MOE ENGINEERING, `INC. S-3 Structural Consultants C-6. REIFIFORCEMEIIT III WALLS, FOOTINGS SHALL BE COHTIHUOUS AND LAPPED 36" DIA. 950 N. Orlando Ave. 9110 Winter Park, FL 32789 (305) 629-9250 SHEET 19 OF 4"I AT SPLICE UNLESS OTHERWISE NOTED.. C-7. AT CHANGES III DIRECTION OF CONCRETE WALLS, STRIP FOOTINGS AND BEAMS PROVIDED CORNER BARS AT SAME SIZE AND SPACING AS HORIZONTAL STEEL. W4 R TIE BEAM' SCHEDULE MARK: SIZE REINFORCING STIRRUPS REMARKS - XD BOTTOM T}OOP FMIDDLE TYPE - :SIZE SPACING QW �e\ IIq II �111-r1le1.Irrs �.{C-� �GK '12 � • --� r r I II �I tl 2I2 G�-..'�:��-t- =. �..J ' 'r.-lei--•i��,!._.l �-� M�-� i�`►...� Fes, L�/� x cP Ir~-11 •c�/�I .� -r: o- ?,�M . aL . \/ 0 DRAWN APPROVED REVISIONS z a: e� o � LL- ac U-. � • II C/). 12,2 L, 06 LU . < \ Uj Z i �Ic77 Ei ; 0 > ro7r-f L .cC.•a�—i-101�..� i k CLs2 - Ty p- @ (��Il-�� >1l i 1 2�11 C-rYr . �� 1,.1A�i2o+rl RI'� v 0 r�d,41 r-1c1 �� -r'C�P C'i�.�.L. �L. IIG7 •"� +.-,IC-aL. BURKE ?BALES ASSOCIATES INCORPORATED ARCHITECTURE AND PLANNING 1330 PALMETTO AVE. WINTER PARK, FLORIDA 32789 (305) 647-1223 PROJECT NO BL - DL 1 DATE 10 DEC. 1187 � � --- ffi ' �=l- , 1 �1t:;v 1- 111 �- Ca �-- 0 � � �� �•L, . 12�t ►- Cold SHEET TITLE I � r INC. FRAMING, PLAN DON MOE ENGINEERING, QPFN' - -. _ s fi •�>��'llll ..�.��C-'r." Structural Consultants -- — - - 1 ' S1. HEET s� - m ? ` ISO 950 N. Orlando Ave. 9110 Winter Park, FL 32789 l t — — — ■ r U" — — -- bU r • - ■ " �� I.L.. I� • 7 (305) 629-9250 ' G I �-I� i-- .• I �`12 lr- > ;�/► CP✓--►, u p I � ::`! / G� ' i cF�-�jl ( ll ,-rL- .���Ilo.c. Io �� llo.a �r I @ Imo` -�n ��3-� r BALCONY / LOW ROOF FRAMING PLAN J� -------r— SHEET 20 OF 4'1 HIGH ROOF FRAMING PLAN 12-- cf:�i ac. �..•L�� !r�/' Q PARTIAL PLAN ABOVE HIGH ROOF • ,r, �Pilf �!V + mi A x 0 V4 9 • I I `v X vv 1-1 1 n 0 �44x2c-o �- k. ��-- � '"11• v it 9 . r •1!- a ....L 111 �- Q �I DRAWN APPROVED Wt� t✓K r12 i ll REVISIONS <I>e -r'o.L . ll• I II:o.rl-. ►'-III W -50.-i'L. e2sI-!II —� HIGH ROOF PLAN Ts 0 o 24 X o l I If l,r p A i I I ,I 0 0 ❑�v Z" I 4 4 111 2 Itl� 2-2 �lel1 I.�Ic�u- ;! ..r©.�•�•. l��-Ill �0 - �� a Q•O� ��I II � �r�.r�l�'r � 4,2 Y8 z 6, ir► up - A lz < ell q ll r -4 rl . CZ - 7 11 f aL M L 2 'l am ,c 2., YZ Gb r.lT c(_�Ps �1E1..,� io u Wit �—__XF`- , � C) I ►...V `fist �- + ' 1+ LL LL ' _ Z (E4 ui mil'• P>AK � �-r � , � �` , CD `�/� — 4 i►�G 1 (YRMEDiG�TE IJGI }P ItJ� III-mfcmeDtPLt �,QpG1tid{ CAGNrl -AGI�G�NECU F.J►G}� EI�IDAuh1Gi !J[D W OfC G1 R�1 �1F. 'SGt� DL1 F}Jb �,� L I Itl-r atJ� L2 C SIZE REBAR STIRRUPS MAR K W&D REMARKS Bot. Top Size Type Spacing Ea. End C C�5- �12-. -�- l@.iNt, S � 2- G>3-5 8 x1 2 2. II r �' 1� 41 . . OtVCRETE BEAM SCHEC3ULE cTR'6�S RoKt�f ELCt-��i�lT S-T IR.Rv P� s 2 7-1Z)fB, l2Co �" C '1.'O. ,.�!(. �� Sl-�PE n1 ` I�-G�-C.O.BM•ELf 132--1,�� sLo LF �' _ -,-'o�"C"L.(,'� Rn��t� � � �. rf Fes• ITS 2 �/Z � 2 Y'L X k/�i- I ► � r' Fzer•.s'ZI �. - � IL ' J..� J L -- � _ � • Jo � s`c E� f � � � ---�--�- r., � .. SARI � S < sF- � �.•a, tit A ti. .•, ... ` 4RVET , V CD'km. WALL6/a 2a" El lid r Y0' yL L Tl2 gr r �GNASE UP IR IN70 —ems • c I It / VV5-9 t U- 7• a- 3 V V I3-7 600 CFM E d SS" y 36/2Ci R_A• UP IN GN^,!>` � 163 � v Lv. � ` R��RIGI�KIN,NT - Q0V4N IN I,�If LL=7YPIGAL -15 �- , b:Zz GIJ-E �' MOUNT GONvSG INIJIII S . I)N ��pc� .ON4 Mtit v ,SIR. NANIDLINCI UNITS GOWrKF-TE PAIbS W�MINIMUM �' = d':G L EAiZAGE PIz ►�I�hIUFAC PKEKs-1. UA WALL i R GCMMEND�p GLEAR/ NCE� �,24" n v r. WNIGNE�%EiZ '15 cGKt-,�TER Vu�-� -co • � � 1.57� N r U A. P IN G 14 -oE„� G U -1= 6'� � - 5 00 G >= M �A 14/8 :. OPEN TO GEILINGI SPACE �-�i ►2/B� Fog VENTIl_AMC W TN ISAREA 5aa SNEET NI - 4 a6 --- - -- - -- r, __ _ -- _ - �.,. ti. ._ V. . ��. - "`' 1 HVAC SYMBOL, LEGJEND Li,..__ . Z4- DUCT -FIRST DIMENSION IS SIDE SEEM R HORIZONTAL AC. AIR CONDITIONER DUCT ELBOW DOWN AH.U, AIR HANDLING UNIT DUCT ELBOW UP AF.F. ABOVE FINISHED FLOOR SA, L DUCT- SUPPLY AIR B.D.D. BACKDRAFT DAMPER RA; � E � DUCT -RETURN, EXHAUST OR OUTSIDE AIR COND. CONDENSATE ELBOW WITH TURNING VANES C.U. CONDENSING UNIT - TAKE -OFF WITH EXTRACTOR EiVHG• HERATING VENTILATING a CONDITIONING DUCT UP TO UNIT ABOVE CIA. OUTSIDE AIR TJIJIC FLEXIBLE DUCT CONNECTIONS R.A. RETURN AIR FLEXIBLE DUCT/FLEX. CONN. SA. SUPPLY AIR SUPPLY AIR TERMINAL ARROWS INDICATE THROW W/ WITH -----r RETURN OR EXHAUST AIR -CAS. CONDENSER WATER SUPPLY f'l. F i FIRE DAMPER -CAR CONDENSER WATER' RETURN S ? SMOKE. DAMPER r THERMOSTAT V•D; VOLUME DAMPER AD•: i AUTO DAMPER NOTES A. PLATED SHEET METAL SCREW ' / 8-1/2" METAL 'WASHERS. B. TURNING VANES L C. CHANNEL M!5. 22 GAUGE SH. METAL. D. SLEEVE MP,. 22 GAUGE SH. hIETAL 1i E. SPLITTER DAMPER BLADE 8 CONTROL. F. TAPE, CLA` I Alu DUCT ram; 11 �, CLOSURE SfSTEMS. G. CORNER ANGLE, MIN. 22 GAUGE } SHEET METAL. H. CLG. DIFFUSER I. CLIPS FOR ATTACHING DUCT TO \ COLLAR (ROUND OR SQUARE). D J. SHEET METAL COLLAR OR STUB. K. BEARING PLATE MIN. 22 GA. SH METAL. L. MINERAL FIBER DUCTWORK. FIBERGLASS DUCTWORK DETAILS NOT TO SCALE /8"0 THREADED ROD RIGIDLY ATTACHEDTO ;TRUCTURE ABOVE -REFER TO MFR'S. DRAWING 'OR QUANTITY & LOCATION MINIMUM 4 • ETURN AIR DUCT WITH FLEXIBLE CONNECTOR k TRANSITION AS REQUIRED. PRING VIBRATION ISOLATORS TYP. ALL UPPORT RODS. ECONDARY DRAIN PAN WITH ALARM SWITCH TO HUT UNIT DOWN IN EVENT OF CONDENSATE LOW INTO PAN. -PAN SHALL EXTEND 2"BEYON NIT ALL AROUND. ONDENSATE TRAP. IR HANDLING UNIT. \� SUPPLY AIR DUCT WITH FLEXIBLE CONNECTOR 1 -�- I TRANSITION AS REQUIRED. L I HOFUZ- J TAL. AIR HANDLING UNIT . C�E_TAIL NOT TO SCALE co 0 VARIABLE AIR VOLUME BOXES THE AIR CONDITIONING SYSTEM FOR THE CLASSROOMS SHALL BE A ' VARIABLE VOLUME SYSTEM UTILIZING VARIABLE VOLUME BOXES AND A CONSTANT VOLUME AIR HANDLING UNIT, VARIABLE VOLUME BOXES SHALL BE USED TO SATISFY INDIVIDUAL ZONE REQUIREMENTS. THE VARIABLE VOLUME BOXES SHALL MODULATE FROM FULL OPEN TO 50% IN RESPONSE TO ZONE THERMOSTAT'S. A'MASTER THERMOSTAT CONNECTED TO ALL ZONE THERMOSTATS SHALL CONTROL THE AIR CONDITIONING SYSTEM IN STAGES IN RESPONSE TO THE PEAK ZONE LOAD. A BYPASS DAMPER BETWEEN THE SUPPLY AND RETURN DUCTWORK AT THE AIR HANDLING UNIT SHALL ALLOW EXCESS AIR TO FLOW FROM THE SUPPLY TO THE RETURN AIR DUCT, ROOM VARIABLE VOLUME BOXES SHALL BE CONSTRUCTED OF ROUND SPIRAL PIPE WITH A MODULATING, LINEAR FLOW ELLIPTICAL DAMPER. UNIT SHALL BE LOW PRESSURE DROP AND SHALL BE OPERATED BY TWO 24 VOLT A.C. MODULATING MOTORS. VARIABLE VOLUME BOX SHALL BE FIELD ADJUSTABLE FOR MIN. -MAX., CFM, SHALL HAVE AUTOMATIC SUMMER WINTER CHANGEOVER AND SHALL HAVE ELECTRONIC CONTROLS. BYPASS DAMPER SHALL BE SIMILAR TO THE VARIABLE VOLUME BOX AND SHALL BE CONTROLLED BY A VELOCITY SENSOR LOCATED WITHIN THE AIR HANDLING UNIT, CONTROLS SHALL BE 24 VOLT'A.C. ELECTRONIC. INDIVIDUAL ROOM THERMOSTATS SHALL BE COMBINATION ZONE DAMPER THERMOSTATS AND PEAK LOAD SENSORS. A CAPACITY 'CONTROL DEVICE SHALL MEASURE LEAVING AIR TEMPERATURE AND SHALL STAGE AND CYCLE COMPRESSORS AND ELECTRIC HEATERS WITHIN THE SYSTEM TO PREVENT COIL FREEZE-UP OR OVERHEATING. A DISCRIMINATING THERMOSTAT SYSTEM MANAGER (MASTER THERMOSTAT) SHALL CONTROL THE OPERATION OF THE AIR CONDITIONING AND HEATING SYSTEM. ALL OF THE ZONE THERMOSTATS/SENSORS SHALL BE CONNECTED TO THE DISCRIMINATING THERMOSTAT. THE DISCRIMINATING THERMOSTAT SHALL OPERATE THE AIR HANDLING SYSTEM TO SATISFY THE PEAK LOAD FROM ANY OF THE ZONE THERMOSTATS/SENSORS.. THE VARIABLE AIR VOLUME SYSTEM SHALL BE OMNIZONE OR APPROVED EQUAL, VARIABLE VOLUME BOXES SHALL BE TYPE OMC PHASE II. BYPASS BOXES SHALL BE TYPE OBP. ZONE THERMOSTATS SHALL BE TYPE T 300 COMBINATION THERMOSTATS. CAPACITY CONTROL SHALL BE TYPE LAT. DISCRIMINATING THERMOSTAT SHALL BE TYPE DSC PHASE II SYSTEM MANAGER, ,.SYSTEM SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS__AND, LITERATURE. VVB-1 VARIABLE AIR VOLUME BOX: 350-175 CFM (100-50%) AT .035" PD. OMNIZONE TYPE OMC SIZE 8". VVB-2 VARIABLE AIR VOLUME BOX: 400-200 CFM (100-50%) AT .035 PD. OMN.IZONE TYPE OMC SIZE 8". VVB-3 VARIABLE AIR VOLUME BOX: 450-225 CFM (100-50%) AT .035" PD. OMNIZONE TYPE OMC SIZE 8". VVB-4 VARIABLE AIR VOLUME BOX: 650-325 CFM (100-50'%) AT .035" PD. OMNIZONE TYPE OMC SIZE 10". VVB-5 VARIABLE AIR VOLUME BOX: 800-400 CFM (100-50%) AT .035" PD. OMNIZONE TYPE OMC SIZE 10". VVB-6 VARIABLE AIR VOLUME BOX:. 1000-500 CFM (100-50%) AT .035" PD. OMNIZONE TYPE OMC SIZE 12". VVB-7 VARIABLE AIR VOLUME BOX: 1200-600 CFM (100-50%) AT .035" PD. OMNIZONE TYPE OMC SIZE 16". VVB-8 VARIABLE AIR VOLUME BOX: 1250-625 CFM (100-50%) AT .035" PD. OMNIZONE TYPE OMC SIZE 16". VVB-9 VARIABLE AIR VOLUME BOX: 1400-700 CFM (100-50%) AT .035" PD. OMNIZONE TYPE OMC SIZE 16". BB-1 BYPASS BOX: 0-1500 CFM AT .2" PD. OMNIZONE 'TYPE OBP SIZE 16": BB-2 BYPASS BOX: 0-2125 CFM AT .2" PD. OMNIZONE TYPE OBP SIZE•16". BB-3 BYPASS BOX: 0-2500 CFM AT .2" PD. OMNIZONE 'TYPE OBP SIZE 16", e i o O eT I I IU1 I I I I 1 I I O 1 AIR HANDLING UNIT 2. MODULATING DAMPER VARIABLE CVOLUME BOX I BYPASS DAMPER 4 COMBINATION ROOM.THERMOSTAT AND PEAK LOAD SENSOR 5 DISCHARGE AIR VELOCITY SENSOR' LEAVING AIR TEMPERATURE SENSOR CAPACITY CONTROL - _J TWO STAGE 7 DSC DISCRIMINATING THERMOSTAT SYSTEM MANAGER HVAC GENERAL NOTES 1. CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURERS CERTIFIED DRAWINGS, TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR ALL EQUIPMENT FURNISHED. 2. PRIOR TO .FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. 3. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING AND LIGHTING PLANS AND GENERAL AND ELECTRICAL CONTRACTORS.. 4, DUCTWORK LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH GENERAL, PLUMBING 'AND ELECTRICAL CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR BUILDING SECTIONS AND DETAILS. 5, REFER TO. ARCHITECTURAL DRAWINGS FOR CLEARANCES WITHIN THE CEILING SPACE, LOCATIONS AND SIZES OF BEAMS AND CEILING AND SOFFIT, HEIGHTS. 6. a DUE TO EXTREMELY LIMITED CEILING SPACE WITHIN THE FIRST FLOOR CEILING SPACE OF THE EDUCATION BUILDING, CONTRACTOR SHALL COORDINATE ALL DUCT LOCATIONS, SIZES AND STRUCTURAL CONSTRAINTS WITH ALL OTHER CONTRACTORS PRIOR TO FABRICATING DUCTWORK. 7, ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 8. THE INSIDE OF ALL DUCTS VISIBLE THRU THE FACE OF DIFFUSERS, REGISTERS AND GRILLES SHALL BE PAINTED FLAT BLACK. 9, ALL HVAC SYSTEMS SHALL BE BALANCED FOR AIR QUANTITIES SHOWN AGAINST THE ACTUAL INSTALLED S`PATIC PRESSURE OF THE SYSTEM. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET AS PER SCHEDULES AND DRAWINGS. . 10. ALL RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK SHALL BE FIBERGLASS DUCT BOARD 1" THICK. ALL ROUND SUPPLY AIR DUCTWORK SHALL BE SPIRAL SEAM GALVANIZED STEEL WITH EXTERNAL INSULATION EXCEPT THAT ALL ROUND DUCTWORK WITHIN 10' EACH WAY OF VARIABLE VOLUME BOXES SHALL BE LINED WITH 1" DUCT LINER: ALL ROUND EXHAUST AIR DUCTWORK SHALL BE SPIRAL SEAM GALVANIZED STEEL. OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED STEEL WITH EXTERNAL. INSULATION, EXHAUST AIR DUCTWORK SHALL BE GALVANIZED STEEL. 11. ALL EXHAUST HOOD DUCTWORK SHALL BE PER SPECIFICATIONS. COORDINATE WITH THE, KITCHEN. EQUIPMENT SUPPLIER FOR EXACT LOCATIONS AND SIZES, 12. ALL EQUIPMENT SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT NOISE AND VIBRATION TRANSMISSION. ALL AIR HANDLING EQUIPMENT SHALL BE SUPPORTED OR SUSPENDED WITH SPRING VIBRATION ISOLATORS. ALL CONNECTIONS BETWEEN AIR HANDLING EQUIPMENT AND DUCTWORK SHALL BE WITH CANVAS FLEXIBLE CONNECTORS. 13. FURNISU AND INSTALL INSULATED CONDENSATE DRAINS WITH TRAPS FOR .f ALL COOLING COILS AND UNDER ALL AIR HANDLING UNITS, 14. ALL PIPING SHALL BE FULLY SUPPORTED THE ENTIRE LENGTH AND ANCHORED TO PREVENT SWAY AND VIBRATION. 15. ALL MECHANICAL EQUIPMENT SUPPORTED ON THE FLOOR OR ON THE GROUND SHALL BE MOUNTED ON CONCRETE SLABS 4" THICK, UNLESS OTHERWISE NOTED, 16. FLEXIBLE• DUCTWORK SHALL BE INSULATED, RUN IN MAXIMUM 8'-0" LENGTHS AND SHALL BE PROPERLY SUPPORTED WITH SHEET METAL STRAPS WITH NO KINKS OR BENDS TO RESTRICT AIRFLOW. 17. THE CEILING SPACE IS A RETURN AIR PLENUM. NO COMBUSTABLE MATERIALS SHALL BE ALLOWED WITHIN THE CEILING SPACE. .. 18. ALL EQUIPMENT SHALL BE LOCATED WITHIN MECHANICAL ROOMS AND CEILING SPACES WITH ADEQUATE CLEARANCES FOR REPAIR AND MAINTENANCE. ALL PIPING AND. DUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATE CLEARANCE FOR ACCESS TO ALL EQUIPMENT, 19. PROVIDE ACCESS PANELS IN DRYWALL CEILINGS AS REQUIRED FOR ACCESS TO MECHANICAL EQUIPMENT, COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE WORK PLATFORMS AS REQUIRED FOR ALL EQUIPMENT LOCATED WITHIN THE CEILING SPACE, 20. ALL DAMPERS AND EXTRACTORS SHALL HAVE LOCKING QUADRANTS AND SHALL BE ACCESSIBLE. 21. ALL WALL MOUNTED THERMOSTATS SHALL HAVE CLEAR LOCKING COVERS. 22. ALL AIR HANDLING UNITS SHALL BE CONTROLLED BY 7-DAY, 24-HOUR TIME CLOCKS WITH'SPRING BACK-UP IN THE EVENT OF A POWER FAILURE. 23. INSTALL SMOKE DETECTORS, FURNISHED BY THE ELECTRICAL CONTRACTOR, IN r U HE SUPPLY AIR DUCTWORK OF ALL AIR HANDLING UNITS TO SHUT DOWN THE FANS IN THE EVENT OF, A FIRE. DIFFUSERS, REGISTERS AND GRILLES D-1 SUPPLY AIR DIFFUSER: 24"x24" T-BAR LAY -IN, 4-WAY DEFLECTION, WHITE, .OPPOSED BLADE DAMPER. TITUS TMS-3, D-2 SUPPLY AIR DIFFUSER: CEILING SURFACE MOUNTED, 4-WAY DEFLECTION, ' WHITE, OPPOSED BLADE DAMPER. TITUS TMS-1. i D-3 SUPPLY AIR DIFFUSER: 24"x24" T-BAR LAY -IN, 4-WAY DEFLECTION, ADJUSTABLE VERTICAL/HORIZONTAL DEFLECTION, WHITE, OPPOSED BLADE DAMPER, T.ITUS TDCA-3. R-1 EXHAUST AIR REGISTER: 45 DEGREE BARS ON 3/4" CENTERS WITH FRONT BARS HORIZONTAL, WHITE, OPPOSED BLADE DAMPER. TITUS;23-RL5. G-1 RETURN AIR GRILLE:, LAY -IN T-BAR MOUNTED, 45 DEGREE BLADES AT 3/4" OC, BLADES SHALL RUN LONG DIMENSION, ALUMINUM, WHITE. TITUS 23-MRL, RETURN AIR GRILLE: CEILING SURFACE MOUNTED, 45 DEGREE BLADES.AT 3/4" OC, BLADES SHALL RUN LONG DIMENSION, ALUMINUM, WHITE, TITUS 23-RL. MECHANICAL EQUIPMENT SCHEDULE wem-. AHU-A" AIR HANDLING UNIT: HORIZONTAL DX COOLING COIL ELECTRIC HEAT, 1". THROWAWAY FILTERS. 2500 CFM AT .45" ESP, 1 1/2 HP BLOWER MOTOR, COOLING: 77.1: MBH TOTAL,.59.4 MBH SENSIBLE, 20.8 'KW ELECTRIC ' HEAT, 208V., 3 PHASE, 60 HERTZ, 312 LBS. LENNOX MODEL CBH17-95V` WITH EH17-95-30 ELECTRIC HEAT. - CU-A CONDENSING UNIT: AIR COOLED, PAD MOUNTED, REFRIGERANT R-22. COOLING: 77.1 MBH TOTAL, 59.4 MBH SENSIBLE, MINIMUM 8.5 EER,_30.4 MCA, COMPR, 21.5 RLA, FAN 3.5 FLA, 208 V. 3 PHASE, 60 HERTZ.. LENNOX MODEL HS17-813V.. AHU-B AIR HANDLING UNIT: VERTICAL,"DX COOLING `COIL, ELECTRIC HEAT, 1" THROWAWAY FILTERS, 2500 CFM.AT ,45" ESP,'1 1/2 HP BLOWER MOTOR, COOLING: 77.1 MBH TOTAL,.`59.4. MBH SENSIBLE, 20.8 KW, ELECTRIC HEAT, 208V., 3 PHASE, 60 HERTZ, 312 LBS. LENNOX MODEL CB17-95V WITH EH17-95-30 ELECTRIC HEAT, CU-B' CONDENSING UNIT: AIR COOLED, PAD MOUNTED, REFRIGERANT R-22. COOLING: 77.1 MBH TOTAL, 59.4 MBH; SENSIBLE, MINIMUM 8.5 EER, 30.4 MCA, COMPR. •21.5 RLA, FAN 3.5 FLA, .208 V. 3 PHASE, 60 HERTZ. LENNOX MODEL HS17-813V. AHU-C AIR HANDLING UNIT: HORIZONTAL, DX COOLING COIL, ELECTRIC HEAT, 1" THROWAWAY FILTERS. • 4000"CFM AT .55" ESP, 1 1/2 HP BLOWER MOTOR, COOLING: 126.8 MBH TOTAL, 96.4 MBH SENSIBLE, 31.3 KW ELECTRIC - HEAT, 208V., 3 PHASE, 60 HERTZ, 379 LBS.. LENNOX MODEL'CBH17-135V WITH EH17-135-45 ELECTRIC,HEAT. CU-C CONDENSING UNIT: AIR COOLED; PAD MOUNTED, REFRIGERANT R-22. COOLING: 126.8 MBH TOTAL, 96.4 MBH SENSIBLE, MINIMUM 8.5 EER, 49.5 MCA, COMPR. 36.1 RLA,` FANS 4.4 FLA, 208 V,, 3 PHASE, 60 HERTZ. LENNOX MODEL HS17-1353V. AHU-D AIR HANDLING UNIT: VERTICAL, DX COOLING COIL, ELECTRIC HEAT, 1" THROWAWAY FILTERS. 400.0 CFM AT .55" ESP, 1 1/2 HP BLOWER MOTOR, COOLING: 126.8 MBH TOTAL, 96.4 MBH SENSIBLE', .31.3 KW ELECTRIC HEAT, 208V.,.3 PHASE, 60 HERTZ, 418 LBS, LENNOX MODEL CB17-135V WITH"EH17-135-45 ELECTRIC HEAP. CU-D CONDENSING UNIT: AIR COOLED, PAD MOUNTED, REFRIGERANT R-22. COOLING: 126.8 MBH TOTAL, 96.4 MBH SENSIBLE,"MIN:IMUM 8,5 EER, 49.5 MCA, COMPR. 36.1 RLA, FANS 4.4 FLA, 208 V.,. 3 PHASE,, 60 HERTZ. LENNOX MODEL-HS17-1353V. AHU-E AIR HANDLING UNIT: HORIZONTAL, DX COOLING COIL, ELECTRIC HEAT, 1" THROWAWAY FILTERS. 5000 CFM AT, .60 ESP, 2 HP BLOWER MOTOR, COOLING: 187.0 MBH TOTAL, 132,7• MBH-SENSIBLE, 31.3 KW ELECTRIC HEAT, 208V,, 3 PHASE, 60 HERTZ, 760 LBS. LENNOX MODEL CB817-185V WITH EH17-185-45 ELECTRIC HEAT. CU-E CONDENSING UNIT: AIR COOLED, PAD MOUNTED, REFRIGERANT R-22. COOLING: 187.0 MBH TTOTAL, 132.7 MBH SENSIBLE", MINIMUM,8.75 EER, _ 77,.9._.,MCA,_ CQMPR. 56..0 . RLA FFAN_.•7.,.4. FLA-, . 24.8_ HERTZ.' LENNOX MODEL HS17- M3V. AHU-F AIR HANDLING UNIT: VERTICAL, DX COOLING COIL, ELECTRIC HEAT, 1 THROWAWAY FILTERS. 5000 CFM AT .60" ESP, 2 HP BLOWER MOTOR, COOLING: 187.0 MBH TOTAL, 132.7 MBH SENSIBLE, 31.3 KW ELECTRIC HEAT, 208V., 3 PHASE, 60 HERTZ, 720 LBS. LENNOX MODEL CB17-185V WITH EH17-185-45 ELECTRIC HEAT. CU-F CONDENSING UNIT: AIR COOLED, PAD MOUNTED, REFRIGERANT R-22. COOLING: 187.0 MBH TOTAL, '132.7 MBH SENSIBLE, MINIMUM 8.75 EER, 77.9 MCA, COMPR. 56.0 RLA, FAN 7.4 FLA, 208 V., 3 PHASE, 60` HERTZ, LENNOX MODEL HS17-1853V. AHU-G AIR HANDLING UNIT: HORIZONTAL, DX COOLING COIL,`ELECTRIC HEAT, 1" THROWAWAY FILTERS. 7000 CFM AT .60" ESP, 3 HP BLOWER MOTOR, COOLING: 249.9,MBH, TOTAL, 132.7 MBH SENSIBLE, 41.7 KW ELECTRIC HEAT, 208V., 3 PHASE,., 60 HERTZ. LENNOX MODEL CB17-275V WITH EH17-275-60 ELECTRIC HEAT, CU-G CONDENSING UNIT: AIR COOLED, PAD MOUNTED, REFRIGERANT R-22. COOLING: 249.9 MBH TOTAL, 132.7 MBH SENSIBLE, MINIMUM 8.5 EER, 109.8 MCA, COMPR, 79.5 RLA, FANS 10.4 FLA, 208 V., 3 PHASE, 60 HERTZ. LENNOX MODEL HS17-2753V. AHU-H SINGLE PACKAGE AIR HANDLING UNIT: HORIZONTAL DISCHARGE, DX COOLING COIL, 'ELECTRIC HEAT, 1" THROWAWAY FILTERS. 4250 'CFM AT .50" ESP,_2 HP BLOWER MOTOR, 500 CFM,O.A., COOLING: 124.8 MBH TOTAL, 94.8 MBH SENSIBLE,"30.0 KW ELECTRIC HEAT, 55 MCA, COMPR. 38.4 RLA, OUTDOOR FAN 4.2 FLA, INDOOR FAN 7.5 FLA, 208V., 3 PEASE, 60 HERTZ. LENNOX MODEL CHA16-1353 WITH ECH16-135-40 ELECTRIC HEAT, AHU-J SINGLE PACKAGE AIR HANDLING UNIT: HORIZONTAL DISCHARGE, DX' - COOLING COIL, ELECTRIC HEAT, 1 THROWAWAY FILTERS.. 5000 CFM AT 1 .50" ESP, 5 HP BLOWER "MOTOR, 650=CFM O.A., COOLING: 184.3 MBH TOTAL, 129.0 MBH SENSIBLE, 31.3 KW ELECTRIC HEAT, 100 MCA, COMPR. 60. 4 RLA, OUTDOOR. FAN `9,4 FLA, INDOOR FAN 17,5 FLA, 208V., 3 PHASE, 60 HERTZ. LENNOX MODEL CHA11 1853-,WITH ECH11-185-45 ELECTRIC HEAT -AND RMF411 HORIZONTAL MOUNTING FRAME. AHU-K SINGLE PACKAGE AIR HANDLING 'UNIT: HORIZONTAL DISCHARGE, DX" COOLING COIL,' ELECTRIC HEAT, 1" THROWAWAY FILTERS. 2000.CFM"AT .50" ESP,,3/4 HP BLOWER MOTOR, 20Q CFM,O.A.', COOLING: 61.6 MBH TOTAL, 43.7 MBH SENSIBLE, 11.3 KW ELECTRIC HEAT, 31 MCA, COMPR. 19,2 RLA, OUTDOOR FAN 2.0 FLA, INDOOR FAN 5.0 FLA, 208V., 3 PHASE, 60 HERTZ. LENNOX MODEL CHA15-653 WITH ECB15.15 ELECTRIC HEAT. AHU-L SINGLE PACKAGE AIR HANDLING 'UNIT: HORIZONTAL DISCHARGE, DX :COOLING COIL, ELECTRIC HEAP, 1" THROWAWAY FILTERS. 3000 CFM AT ,.50 ESP, 2 HP BLOWER MOTOR, 350. CFM O.A. , COOLING: 93.6 MBH .TOTAL, 69.3 MBH SENSIBLE, 22.5 KW ELECTRIC HEAT, 46 MCA, COMPR. 30.8 RLA', OUTDOOR FAN 2.6 FLA, INDOOR FAN 7.5 FLA, 208V., 3 _ _PEASE, 60 ..HERTZ. ,.LENN.OX, MODEL CHA167953 WITH ECH_.6-9.5-25, ELECTRIC.HEAT, EF-1 EXHAUST FAN: CEILING MOUNTED WITH INTEGRAL INSULATED HOUSING, CEILING -GRILLE .AND BACKDRAFT -DAMPER. FURNISH WITH NALL CAP. 50 CFM AT .25"SP, 35 WATT MOTOR, 1550 RPM, 115 V., 1 PHASE, 60 HERTZ. LOREN COOK GEMINI MODEL 4--15. EF72 EXHAUST FAN CEILING: MOUNTED WITH INTEGRAL INSULATED, HOUSING, CEILING GRILLE AND-BACKDRAFT =DAMPER. FURNISH WITH .WALL .CAP. 130 CFM AT,.25"SP; 63 WATT MOTOR, 155.0 RPM, 115 V., 1.PHASE, 60 HERTZ. LOREN COOK GEMINI MODEL `4=1;5A, EF-3, EXHAUST FAN: CEILING MOUNTED' WITH, -INTEGRAL INSULATED HOUSING,; CEILING GRILLE, BACKDRAFT DAMPER AND WALL MOUNTED FAN SPEED CONTROLLER. FURNISH WITH WALL .CAP 150-210 CFM AT 2 19 . 5 SP, 81 'WATT,MOTOR,-1050 RPM, 115 V.1.1•PHASE,`60 HERTZ. LOREN COOK' GEMINI MODEL 5-10. EF-4 `EXHAUST FAN: INLINE MOUNTED WITH INTEGRAL INSULATED. HOUSING AND BACKDRAFT DAMPER. FURNISH WITH WALL CAP. 650 CFM AT .25"SP" 1/4 HP MOTOR, 1625 RPM, 115 V. 1 PHASE, 60 HERTZ. LOREN COOK GEMINI MODEL 6-15. EF-5 EXHAUST FAN: INLINE MOUNTED WITH INTEGRAL INSULATED HOUSING AND BACKDRAFT 'DAMPER. FURNISH WITH WALL CAP, 700 CFM AT .25"SP, 1/4 HP MOTOR 1 , 625 RPM, 115 V., 1 PHASE, 60 HERTZ. LOREN COOK GEMINI MOREL 6-15; EF-6 EXHAUST FAN: WALL MOUNTED CENTRIFUGAL WITH BIRDSCREEN, DISCONNECT SWITCH AND AUTOMATIC BACKDRAFT DAMPER, U.L. LISTED. 600 CFM AT .75" SP, 1/6 HP, 1805 RPM, 115 VOLT, 1 PHASE, 60 HERTZ. LOREN COOK TYPE ACWDU MODEL 10OW25. IH INTAKE HOOD GRAVITY INTAKE VENTILATOR, TWO-TIER, SPUM`ALUMINUM _WITH INSULATED ROOF.'.C.URB'AND BIRDSCREER. (MAXIMUM 5.00. FPM THROAT., VELOCITY), LOREN COOK 'TYPE TR.:. BES ASSOCIATES Consulting Engineers 1318 Palmetto' Ave. N 305) `HINTER PARK, FLORIDA DA 32789 82 DRAWN A, U_ R APPROVED 7,W,M`- REVISIONS Q -.J ((� .,: ""' M co QLL ok Ad , O U Lim =-T- LU LLJ �- ^x 06 rrF_� 0. , z W - - w z ` I L_� � �___ - V_ z Q OBALES'.. ASSOCIATES INCORPORATED ARCHITECTURE AND PLANNING 1330 PALMETTO AVE. WINTER PARK, FLORIDA 32789 (305) 647-1223 PROJECT NO DATE SHEET TITLE HVAC DETAILS SCHEDULES SHEET M�5.. SHEET 27 OF j i LV'SQ. CONC, PAD TOR JATILLITE Wfi-VEKIFY ARto s W/ lAI MIY6: D0. lylrh`VV t'V'„ LL col Q LL .. O F-- cn W , 162 ARVET i FfiU 4) If 61 - N� ,UYL V CAR? f,,T I I 1P To b IZUN IN CF_ILliJci SPAc 159 -I � I V) SI/�MESI= �'ItZE b>-PAR�'MENZ' A I= relE ICE - l=CR 6ON-f. s CIVIL sITE PLA►J F—+- F -�, FI ru= u LVE Tzl SEE I d >=117G �•.I IPPI Y Th SPININI LF-I< ZDYsTE" i 175 174 Ms _D�jCAS E-PVICE IZEcI1JLATIZ Oj 16 5 -- S I+ U T- OFF \/A LVE (t M 1=T ER 156 1 6Y UTIITY GO- NOTE: HOT WATER RECIRCULATING PUMP SHALL BE CONTROLLED BY A 7-DAY, PGO I 166 I 176 W�O EN �E 24-HOUR TIM14 CLOCK. -� LP G Jlr - - - >=WC- I Q FGo 2n V 3" CI SSE LADEN hIASE T 155 'F-- 173 1" c� asi= TIzAP- FOR sIZ-E J 12 3 15-1 TO LOGAT ON SEE CIVI L SITE PLAN � i III -- - ''•16i sH-I I sly -I I ` OP 70n i 311Vi1Z 1 �I 154 sl+i 1 SH-1 3F I Fcv ® - ---- --z 2°WAS E sF_zvlGE ` FOh ohL-11NL1A710N - 2_V.IAYc� O SEA Iul L SITt= PLAN �_ I 5H-I I SH-I �WP<s-Tl= ST�c K 1 o- �i s I 3 WPC-CEIz FiE^_T R OP= N .70 WATER H1=A P, tOOM- MOLINT I �' f sFs-I I WN-I 12 >=F I @ I Z BELOW GEILI,Nc� MINIMUM al I 4 VENT- STACK 1JP �. 2 I WC- F- - - - -' - - - - FR ,a,fzE� EAc J TO e-ND FLOOR - - -- - - - HWR L',ALA cIN>6'a - < wcl f Fc I _ �/ALUE l0° GAS VENT UP TIFF ROOF= i,JITN VENT GAP Vic- I I vrav� G b-1 Z-LJAY C�GO - I -2 3F r "FD L-2 I III Pt11TAIZY WASTE- i= R_ GONTINU/�TIOt-! WG-I I C-I I IA�.I/i.LlPT0 2 s CIVIL sIT>= i-LA. -2 I UR-I 21 i 177 2ND FLGOE PLUMBING SYMBOL LEGEND, SANITARY WASTE LINE -BELOW _ GATE VALVE FL. FLOOR SANITARY'WASTE LINE -ABOVE F.L CHECK VALVE K.S. KITCHEN SINK --- --- SANITARY VENT LINE, INLINE PUMP LAV.crL L*A4TORY DOMESTIC COLD WATER UNION M.S. MOP SINK" — DOMESTIC HOT WATER P RATURE BPRESSURE RELIEF N. I. C. NOT 19 CONTRACT -- -- DOMESTIC HOT WATER RECIRC, COW.C. PLUMBING FIXTURE, SYMBOL aMARK S, S, SERVICE 'SINK —G GAS -- WATER., ARRESTOR UR. URINAL STORM DRAIN -BELOW FLOOR • POINT OF CONNECTION TONEWDOST W. C. WATER CLOSET ..,.�S,D. STORM DRAIN -ABOVE FLOOR AF,F ABOVE FINISHED FLOOR W/ WITH --C N D--I CONDENSATE DRAIN CLG, CEILING H.D, HUB DRAIN' PIPE ELBOW UP F. S. FLOOR SINK PIPE ELBOW DOWN. C. S. COUNTER SINK • WALL CLEANOUT C.W. COLD WATER F.C.O. FLOOR CLEANOUT DISP. DISPOSER VT.R. ---- VENT THRUROOF DN. DOWN Rd. o ROOF DRAIN D. F. DRINKING FOUNTAIN F.D. Q FLOOR DRAIN. E.W.H. ELECTRIC WATER' HEATER H.B. HOSE ;BIBB E.W.C. ELECTRIC WATER`COOLER O �O c s� t 3 DRAW N' . A ; o,, n, APPROV.EQ r r W. P�f r REVISIONS;. C) ... O e Q 06 H U Z — z � Q U) — w Z I 4 F12E SPRINKLER Dov4N TO I=Ik2e IZ�sE2 ON FIKc-7 r-LGbft 10��� GP•sVENT Ff�oM AP-1 UP IN C-RA--E T14RU �� F TO>=pIJCA?IOI� - Y-OF;, CoNT, Sr'C L-1 I' cs-i PUCA-rIC"Ki r UILC71IUC� "FBI E� �IA�1�tiM / Cs I WLI 'cs-I 11' \ 1 11/4 II/4"--�JC-I i \ iWC-1 I I/4 3/4 �! Irk C= I id, 6/4" . c s I I /2 3/4'' —�— It/�, I/Z� MS- 13/4 L_I QO(Z FITtST i G5-) FLANGE/OVEN 111 n • I���..v " Ewc-I SECOND �O� GAS ccCK I — 3/4�� J.1P TO SECOND 1 r=1_OOIZ GAS MCTL l� s►-1L1T- — We -I .� S j,i wr I Q 1 ' '1 ofF v/AL�/E 3/d I /4 I/2 Q wyT V '�/ 3/a Ms -I ! I B l LTZ I %2 ' II l >✓ N �AT�� II (� " %" I i I 3/4 Sco %� SN-I 2 WIN.- I E� MF51-1 I/2 SGAS COC'F, L-I We-Z T� I -I -I `. H13 H13 O - W c I C-e S i'H-1 11 � � E--- (n —Z W � 3/� %2" I Q s4am 1. we - I L-I t. GAS PIPING RISER DIAGRAM — KITCHEN � �" �--r-- W� 1 I14 WC - I 0. NOT TO SCALE \��" I/2" I I/2' �K'> CJ-rOIF; TYP1 C/-�L " I UR-I 6 �\ hIATEP, SNocK ' I 11 /�22E STO 1� -im uj 3/4—< 2 IV4 1 t 2 " I GAI 13/�PTit I STK'( I/2" 06 TFIz K No-r w�ECIRGULATIf1C-I �W( t I!' �/�LYEF—=� I/2� i Fh1c- Z O I/2' PUMP P-1 3/41' z� �- I I W I'' ii cc I Q ' �1Z•ro SA1NC-rU,/-�K 'Y- r-oCaNTINL-1A-rioN 11 J -- , we I L_ U SEE SAti1C-r! ►/,,�Y RISES T71AGR'AM 3/Q-� �s-I SHU -OFF vA Lv E L l E. W C-I M S I= Inl c- DOMESTIC WATER RISER DIAGRAM ®EDUCATION w,,.Tff-KFfE/sTFIR NOT TO SCALE wr+-1 2"w--.TaR cI?-Ice DOMESTIC WATER RISER DIAGRAM- SANCTUARY ,AIL 31`/T2 NOT TO SCALE Lt1 It -T I I 3 VTR I� 3 VTR- �I 3 VTR JI I / .� CS•1 I I AIL 4 / _tlz I \ i 1 2 � � � � IL III Fco � ' � ��2 • � \� _ I L_� ✓ �6 h - ' a 1 14 1 I 1 c s-I I Z ' I I I \\ Ku I EWG-I 1 2 CS IZ I FD li I G} I 2 r 2' I + FGO WC- I i LI 3Q"FD IWLI I FCO q ( U\13 3-,qf 3�13i D J we -I i � I 1� ,2 E hI G I M S L=r I h�-T— a 4 ku FGO FGO " 3 3FD 4 a 1 SEGOhID FLOOR ' 3! 11 \ u I d G 9Fp FGv I MS.I 4vTl: �5H- SNI 3" i�2 2 I� 31VTR 2 I FCO WL 2 41 "FD 1 4!t i 4'V TR-it I 1� �2u ; � 1 31�.� �/� G �_2 , © 2 \ ��2n 'a FS -I �• L- I ��_'_-'p � 2•'! r • � �� _ I I! Q- 2-I.J�.Y ® t� 'mil GO 6 I 3,, 4 t � 3. Uf? I rIG 1�31 2,� 3 I PRO V 1 �+= TRAP T�R;1 Mom: I �! 1 I 2,t cow N G C-ri c)" ON I 2" i �H �-r I r-r is ► >•s 21 c s- �'"Fs-I I n 3 To IZEAs>= ' I/ INDICATING TYPE FLOOR CONTROL VALVE WITH SUPERVISORY SWITCH WATERFLOW SWITCH FEED MAIN SPRINKLER INSPECTOR'S RISER o TEST VALVE t I SIGHT GLASS AUXILIARY 4 DRAIN VALVE TO DRAIN I" UNION WITH BRASS ORIFICE DISK WITH HOLE EQUAL TO DISCHARGE FROM A SPRINKLER ORIFICE FLOORCONTROL VALVE DETAIL NO SCALE 1-3 INCH (75mm HOSE CONNECTION WATERPROOF MASTIC - o CHECK VALVE HEADER IN r VALVE ROOMAUTOMATIC DRIP u�iSIAMESE CONNECTION DETAIL NO SCALE 6" TO SPRINKLAR ALARM VALVEO.S. & Y VALVE6" WATER SERFLOOR 6% 4" REDUCER CHECK VALVE 4" TO 4"x2/2"x2 /2" SIAMESE FIRE DEPARTMENT CONNECTION. '-CEILING PIPE SUPPORT _Y__---1"GLOBE VALVE SPRINKLER, ---I" PLUG "B RANCH LINE SMOOTH BORE CORROSION RESISTANT TEMPORARY I" TEST OUTLET GIVING FLOW EQUIVALENT TOCONNECTION ONE SPRINKLER . UNION 450 ELBOW INSPECTOR'S TEST STATION DETAIL NOT TO SCALE INSULATING UNION PLUGGED TEE WITH BRUSHING & 3/8" PLUG GAS PRESSURE REGULATOR INSULATING UNION PLUGGED TEE WITH BRUSHING A 3/8" PLUG AS COC� o 4 MIN• 12"=FINISHING METER SUPPORT CONCRETE BLOCK SWING JOINT NOTE: GAS LINE SHALL HAVE WRAPPING UP TO 6" ABOVE GRADE. SEE SPECIFICATIONS _ .GAS --METER DETAIL _ "NO SCALE PLUMBING FIXTURE CONNECTION SCHEDULE SYMBOL DESCRIPTION CW HW WASTE VENT REMARKS WC-1 WATER CLOSET 1" --- 3" 1 1/2" WALL WC-2 WATER CLOSET 1" --- 3" 1 1/2" HANDICAP UR-1 URINAL 3/4" --- 2" 1 1/2" WALL UR-2 URINAL 3/4" --- 2" 1 1/2" CHILDRENS L-1 LAVATORY 1/2" --- 1 1/4" 1 1/4" WALL L-2 LAVATORY 1/2" --- 1 1/4" 1 1/4" COUNTER SH11 SHOWER 1/2" 1/2" 2" 1 1/2" ---- CS-1 COUNTER SINK 1/2" --- 1 1/4" 1 1/4" COUNTER MS-1 MOP SINK 1/2" --- 3" 1 1/2" FLOOR EWC-1 WATER COOLER 1/2" --- 1 1/4" 1 1/4" HANDICAP EWC-2 WATER COOLER 1/2" --- 1 1/4" 1 1/4" WALL 4 DISPOSER --- --- 1 1/2" 1 1/2" NOTE 1 5 DISHWASHER --- 1/2" 2" 1 1/2" NOTE l 6 TRIPLE SINK 1/2" 1/2" 1 1/2" 1 1/2" NOTE 1 7 DOUBLE SINK 1/2" 1/2" 1 1/2" 1 1/2" NOTE 1 12' ICE MAKER 1/2" --- TO FD ---- NOTE 1 BAPTISTRY .1/2" --- 1 1/2" 1 1/2" NOTE 1 NOTE 1: EQUIPMENT FURNISHED BY OWNER AND INSTALLED AND CONNECTED BY CONTRACTOR. PLUMBING FIXTURE SCHEDULE WC-1 WATER CLOSET: FLOOR MOUNTED, FLUSH TANK, SIPHON JET, WHITE VITREOUS CHINA, ELONGATED, WHITE OPEN FRONT SEAT, SUPPLY WITH STOP. KOHLER "WELLWORTH WATER -GUARD" K-3520-EB, K-4666-C• SEAT, - K-7638 SUPPLY WITH STOP. WC-2 HANDICAPPED WATER CLOSET: FLOOR MOUNTED, 18" HIGH FOR HANDICAPPED, FLUSH TANK, SIPHON JET, WHITE VITREOUS CHINA, ELONGATED, WHITE OPEN FRONT SEAT, SUPPLY WITH STOP. KOHLER "HIGHLINE WATER -GUARD" K-3527-EB, K-4666-C SEAT, K-7638 SUPPLY WITN STOP. UR-1 URINAL: WALL HUNG, SIPHON JET, FLUSH VALVE, WHITE VITREOUS CHINA, WALL HANGER.. KOHLER "FRESHMAN WATER -GUARD" K-4985-T, SLOAN ROYAL 186 FLUSH VALVE. UR-'2 HANDICAPPED URINAL: WALL HUNG, SIPHON JET, FLUSH VALVE, WHITE; VITREOUS CHINA, WALL HANGER, MOUNT LOW FOR CHILDREN. KOHLER "FRESHMAN WATER -GUARD" K-4985-T, SLOAN ROYAL 186 FLUSH VALVE. L-1 LAVATORY: 20"x18" WALL HUNG, WHITE VITREOUS CHINA, SINGLE FAUCET WITH SLOW -CLOSING PUSH-BUTTON, FLAT GRID STRAINER, WALL HANGER WITH CONCEALED ARMS, SUPPLY WITH STOP, BRASS P-TRAP. KOHLER "GREENWICH" K-2032, K-7504 FAUCET, K-7717 STRAINER, K-7606 SUPPLY WITH STOP, K-9000 P-TRAP. a L-2 LAVATORY: 20"x17" OVAL, SELF -RIMMING, WHITE VITREOUS CHINA, SINGLE FAUCET WITH SLOW -CLOSING PUSH-BUTTON, FLAT GRID STRAINER, SUPPLY WITH STOP, BRASS P-TRAP. KOHLER "PENNINGTON" K-2195, K-7504 FAUCET, K-7717 STRAINER, K-7606 SUPPLY, K-9000 P-TRAP. CS-1 COUNTER SINK: 15"x17" 18 GAUGE TYPE 304 STAINLESS STEEL,, SELF -RIMMING, .UNDERCOATED, SINGLE VALVE 8" GOOSENECK FAUCET, SUPPLY WITH STOP, BRASS P-TRAP. ELKAY "LUSTERTONE" LR-1517, LK-2805-8 FAUCET, LK-8 STRAINER. SH=1 SHOWER: SINGLE HANDLE PRESSURE BALANCED MIXING VALVE WITH INTEGRAL STOPS, WALL MOUNTED INSTITUTIONAL SHOWER,. CAST IRON FLOOR DRAIN, BOTTOM OUTLET, MEMBRANE CLAMP, ADJUSTABLE STRAINER AND TRAP PRIMER CONNECTION. KOHLER "TRITON II" K-6914 MIXING VALVE, K-7390 SHOWERHEAD, ZURN Z-415—P FLOOR DRAIN. Ii EWC-1 HANDICAP WATER COOLER: WALL MOUNTED, BARRIER FREE, FRONT AND SIDE PUSH BARS, HANDICAP MOUNT, 6.7 GPH OF 50 DIGREE WATER, 115V, 1 PH, 60 CYCLE. HALSEY TAYLOR MODEL BFC-7PS. rEWC-2 WATER COOLER: WALL MOUNTED, BARRIER FREE, FRONT AND SIDE PUSH' BARS, 6.7 GPH OF 50 DEGREE WATER, 115V, 1 PH, 60 CYCLE. HALSEY TAYLOR MODEL BFC-7PS. MSY1 MOP SINK: 24"x24"x12" HIGH MOLDED STONE WITH WALL MOUNTED FAUCET WITH WALL BRACE, VACUUM BREAKER, PAIL HOOK,-3/4" HOSE THREAD SPOUT, MOP HANGER, HOSE AND HOSE BRACKET, VINYL BUMPERGUARD. FIAT;MSB-2424, 830-AA FAUCET, 889-CC MOP HANGER, 832-AA HOSE AND BRACKET, E-77-AA BUMPERGUARD. FD FLOOR DRAIN: CAST IRON, BOTTOM OUTLET, SEEPAGE. PAN, MEMBRANE CLAMP, ADJUSTABLE TYPE B STRAINER AND TRAP PRIMER. CONNECTION. ZURN MODEL Z-415—P. FS-T1 FLOOR SINK: 12"x12" CAST IRON RECEPTOR, WHITE ACID RESISTING ENAMEL BODY INTERIOR, NICKEL BRONZE SQUARE FRAME, ALUMINUM INTERIOR DOME STRAINER, TRAP PRIMER CONNECTION, NICKEL BRONZE HALF —GRATE. ZURN ZN-1800-2—P, 3" PLUMBING GENERAL NOTES 1. PRIOR TO INSTALLATION, CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL OTHER TRADES. 2. CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL UTILITIES. AND PIPING IN FIELD 3. CONTRACTOR SHALL VERIFY ALL BUILDING CONDITIONS PRIOR TO START OF WORK. 4.1 REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ,PLUMBING FIXTURES. 5.' REFER TO ARCHITECTURAL DRAWINGS FOR EXACT -ROUGH -IN LOCATIONS FOR ALL KITCHEN EQUIPMENT. KITCHEN EQUIPMENT SHALL BE FURNISHED BY OWNER AND INSTALLED BY THE PLUMBING CONTRACTOR. FINAL PLUMBING, CONNECTIONS TO KITCHEN EQUIPMENT SHALL BE BY PLUMBING CONTRACTOR. 6. INSTALL ALL WATER, WASTE, VENT AND GAS PIPING PER ALL APPLICABLE CODES. 7. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED TO PREVENT SWAY AND VIBRATION THRU THE ENTIRE LENGTH. 8. COLD WATER, HOT WATER AND HOT WATER RECIRCULATING PIPING SHALL BE TYPE "L" COPPER TUBE. 9.; INSULATE ALL CONCEALED WATER PIPING. 10.' CONTRACTOR SHALL FURNISH AND INSTALL WATER SHOCK.ARRESTORS EQUAL TO ZURN SHOKTROL AS SHOWN ON PLANS AND AS REQUIRED PER MANUFACTURERS RECOMMENDATIONS. AIR CHAMBERS SHALL NOT BE APPROVED T' W NI REVISIONS V �. - .. ... .q Z 0 .LL Q U.'° uj LAPI .11 -�� ob Q f- U w z BURKE ° BALES ASSOCIATES INCORPORATED r., ARCHITECTURE AND PLANNING 1330 PALMETTO AVE. WINTER PARK, FLORIDA 32789 (305) 647-1223 PROJECT NO BG-0�1 DATE 10 DEC. 1981 I p l A; U I L P/A I -3, s, �o rilzE N4DILAAIT WATER METE 7 DW`( `rllvi N 6 FC)t-E LI GH-ngG V' SEEVIC r" CL.pcK ..Tc/A - . cONTAC.To N4 g VITf1N CUNt�AGTOP#o C�ND. GOhNFG � DAEERE Y CN,KOL_ CA�iTO GN� SUS IN U LISTsI N J AS MA14UFAGTLIKEL7 P.A�iI►ING ITT 3-1: 3q 5TATIONfi, A L�'/.41 =34 3/4oc-z# Io zP I �-- I#lo. LP/AI-�,8 .,. I l-ELEPHOWE TEf�M BQ "TTf3" POUEQ INS r Y POLE CID MDF 245, �oYOLE LIC�HriNG U 4.'' C - 44V 500 )\ ICM, P4 400 M C M G N D, m � cca N r�ao! .: CAS i E.Ct-4 — IbIET A (QFS.BLVG j Iz M I N ATE �S A E;T ::CAN CUP `f i L DI�EG?EGA E3YTHE Z CL a; q F%A L6�1.7.LP/AI. 1-4 DLDG.s F.XTERIOR, C,4NOpY- T — AN,D PARKINGLOT L:IGHITIRG.. A � . 42U CONTROL DIAGRAM r n �7 a I'l EC }--� NOT TO.` -SCALE MFTI=g r10UN-1'T0 M ON GONGIZETE_ �XISTINC� PG bE STA L_ ' PO 1fAElz '=• LAD IE DRESSING J I MEN DRESSIN — 1S J 2�s Lw DI MMEP, :PAN E -Tr44 fS T T T _ Elf " Y �N l"O SWITCt-I E E E MECHANICAL M. 'SECOND p FLOOR �L '� ® MN SEC;Q Rj:FLQ�QRI.a �+ �/ T SANCTUARY;.. SANCTUARY SANCTUAR i LIGHTING ` k N I ST, >=L. -SEE s l=- I 2 LIGHTING ,. SCALE —0 SHEET , ... • C04RT� I NATO -- LIC-,�-IT1 NG >="►XTURES , 41 WITH DUCT WQRK , , a , BO�,ES ASSOCIATES " o , •r .Can ultin I7g n s =� 3!'o 1318 Palmetto Avg.., .. (3_ 5) 628-OggZ, .;- ., - - Wl l' R lD PA IV. A � K R _ - i • 4 9 F - v CLASSROOM '242 CLASSROOM; CLLAASSSROOM r4_4J CLASSROOM. r2 3 (5) MOVULATi DIMMIN�,� �ONTRO LLE R 25ao W EA.CL-�) COICI T ALTO K GO NTIKO L CA5I NET 13" RESOURCE RM 238 LP/D - Z, 4, 6, .CLASSROOM 237 0 e DRAWN y ® C 1 APPROVED - - - - - LIGH���G--�/i►��f�E----�CHG��LE---T - --"--_ _____._.._ _�.-_ ,_ .___-�._---T ,.... FIXTUR!" LAMPS MANUFACTURER V REVISIONS TYPE' DESCRIPTION REMARKS N0.`. TYPE NAME CATALOG NO. A Recessed 2' x 4' fluorescent fixture 4 F40 Benjamin GRS-7244-4-120 Al Same as Type "A" except 2 lamp 4 F40 Benjamin GRS-7244-4-UP80- T T emergency battery pack 120 B Recessed 2' x 4' fluorescent fixture 2 F40 Benjamin GRS-7224-4-120® V B1 Same as Type "B" except with 2 F40 Benjamin GRS-7224-4- V Q emergency battery pack UP80-120 Z S S Q C Recessed 2' x 2' fluorescent fixture 2 F40U Benjamin AGR-7224-2-120 J LL' D Surface mounted wrap -around 2 F40 Standard SEN 240-120 �. Z fluorescent fixture ca E Surface mounted strip fluorescent 1 F40 Standard C140 Z fixture k, 0 F Recessed incandescent,downlight 1 150W Kurt Versen A5140 fixture Q F1 Same as Type "F" except lamp 1 150W R40 Kurt Versen A5140-T55 G Recessed incandescent downlight 1 75W/R30 Progress P6666 S S g fixture with black baffle LV H Wall mounted incandescent fixture 1 150W Capri P-150 J Recessed square incandescent down- 1 100W Capri S10-S13 light with fresnel lens Q 7 T K Surface mounted incandescent fixture 1 100W Markstone 751 L Surface mounted incandescent fixture 2 75W Moldcast V-10 With FC-9 V M Wall mounted fluorescent fixture 1 F40 Standard SC140 Z N Recessed incandescent downlight 1 150W/R40 Capri S15-553 fixture x 0 Wall mounted incandescent floodlight 1 150W/R40 Prescolite A-44 with matte black finish Z P Wall mounted incandescent fixture 1 100W Markstone 761 T T R Wall mounted incandescent fixture 2 60W Art Metal 3559-AA Mount 6'-6" AFF S Recessed HID fixture 1 400W/MH Devoe MSRB400-MH . T Recessed incandescent fixture 1 500W/ Major Ltg. 2-219 Quartz U Pole mounted HID; fixture mounted on 1 400W/HPS Guardian 079-4412-002 - 35'-0" pre -cast concrete pole V Wall mounted HID fixture 1 150W/HPS Lumark HPPL-150T -ToW Same as Type "V" except lamp wattage 1 100W/FIPS Lumark HPPL-100 faNTROLLP-RS X Universal exit light fixture with Furnished Chloride ESP2 S R O O M LP p- g 10 # emergency battery pack Si=? e�A�k t 25-0 N GIRO to FQOM G(ZO SS . y Ground mounted flood light fixture 1 i15W/MH Sterner 615= 15x15 -175klH Final location to ,be A A A _. _ determined in 'field au CLASSROOM F725 91 2551 CLASSROOM. BURKE A IM CLASSROOMLES _ � Z � s 25 - Q ASSOCIATES, A ,4 A A INCORPORATED ARCHITECTURE �.. I TOILET v AND PLANNING CLAS8RvO —►* �51 2 1330 PALMETTO AYE. WINTER PARK, l3 J LP//� I - I FLORIDA 32789. ` t/-%% TIME (305) 647-1223` a, a. b G LOG K'1TC/,t' Al t x PROJECT NO CLASSROOM 5Zb- �LoI BRIDE ROOM CLASSROOM DATE 2501 10 DEC.: 1187 ; t' - T TITLE w SECONDFLOOR PLAN - EDUCATIONAL L.IGHT14G'; sEcorv.p FLwQOR SCALE :1/8',1'-0' R EDUCATION LIGHT • BO ES ASSOCIATES, r .,. Cmge,n�s�u)A#1vn:eg•'E•� kl(g30n._e5e) r.ss NA KEL 37 9,YOTRIa�ER.PAF �.. .1. .r. , ," ... :. •. _ .1 .- .. .... i..:.,.. .. _u .. .:- .. . .. .. .. i ,.,. ,: ,.. \:. -. _:.. . _. _. -, _ _.. -_:_ -_ ,..::t _..._ _:: .... --.. .i :_.. _.,. _....: . -: _.. ,... , ... - .. ..._. •., ..'.: ... .,..•. � _.<., fit... x.r:.t-,,...a. _., .....a;.rk`„:a@.+te.,. .. r...._n.,. i s,1"w,. i" x 1 1 r. ,r � 1 - a; 1 A4411- J y 1 ZGU�1,• W I r .3P CU— E CU— E ,. —3— CU— A GU-E` I 3 F U U 1y4 e V Y —C 2 Cu-E .� 3F r I w 77. y SCALE: 1/8'--V—O' V C ' .' '- _. /i ..''� -' • e } �+Sn ;/�i 3il.s s � J � r =""» �, �:'}� � �'' vg•� ���' �� },fit!" .+ Eggx7�fiPy �' r - r '.�L tr i' T� e fAx i y �` � , ( r � t wj J✓��d +:.i P r,��f Fad r � xy �l�'u � ,' if-aA t r e Ki N 1 d PAN ACz N r ;- r -LOc , ... - F . , k .. , ..- ....,1 ....9 R t{� .,: VOLTAGE: v , 3 3 w 7 � N BU8.-AMP8 100o M.AI : lR UIT: MINIMUMx APPR V [ FULLY RATED Q:-.,,F EQUIPMENT SHORT CIRCUI T k k , T. RA INQ RMS SYMM. AMPS : . r • ._• .., ,, , ,:.. , J, . ,,,�.,� EQUIPMENT OND( BUS .® YES ❑ NO MOUNTING, Q SURFACE.; .FIU SH ' s R• V, ,•., E ISO CIRCUIT CIRCUIT BREAKER f N� , LOAD NO, LOAD SERVED FEEDER BRANCH CIRCUIT TRIP POLES HP KW Dl±SI4, WIRES SIZE OND, CpNQ.. REM/1RKS ' X .n 1 175 3 CU-G 32.3 2- 2 60 3 CU-D 3 2 - AC2 6 14• #6 #1Q 11C F 3 60 3 CU-D 1 5 AC2-3 3 #,6 #10" 111C 4 50 3 CU-A 9.,0 AC2-4` 3 #8 #10 5 125 3 CU-F 22.8 AC2-5 3 #4 #8 1-1'/4"C 6 125 3 CU-F 22.8 AC2-6 3 #4 #8 1-1/4"C ' > .. 7 60 3 CU-D 14.6 AC2-7 3 #6 #10 1"C • 8 60 3 CU-B 9.0 AC2-8 3 #8 #10 111C, 9 1 0 3 CU-B 9.0 AC2-9 3 #8 #10 11IC .-...� 10 60 LL i 3 CU-C 14.6 AC2-10 3 #6 #10 11tc m (� 11 60 3 CU-C 14.6 AC2111 3 #6 #10 1"C Z 12 125 3 CU-E 22.8 •AC2-12 3 #4 #8 1-1/4"C 0 13 50 3 CU-A 9.0 AC2-13 3 #8 #10 1".0 14 125 3 CU-E 22.8 AC2-14 3 #4. #8 1--1/411G V 15 125\ 3 CU-E • 22.8 AC2-15 3 #4 #8 171%4" C 16 60 3 CU-D 14.6 AC2-16 3 #6 #10 1"C Q 17 125 3 CU-F 22.8 AC2-17 3- #4 #8 1-1/4"C W ' 18 125 3 CU-E 22.8 AC2-18 3 #4 #8 1-1 4"C od 19 20 2 �SNL1-M ; 6u-M 3`•0 •Q.G 2- 19 Z #I'2 IZ %2ffG �.. .;, N._- EDUCATION, POWER sHEETTITLE"':'} .;. #2 LP/6 - 5 2- ,44-iLA-D AG- a \ \ 00 A44U -A -A C - 10 16 2 AA4U- D ommilvi . i;- CA E 06 cc *25 # 2.7 i��ip — LP/G - -� Z #'q 1 % V"Of'. MOT<DRIZEID SCREEN - VET I P-( DOWN M F, A c LOCA71(�DW-5cRF-Etq ToLOWEI:� SWIT<_-44 c)'F-F_(?_ATal_-) F-Pam 2 LOCATIONS EE tjT, E-S 19) z I �s J_ BOX IN CEILING ABOVE CENTER FRb►�lT S7AGE Lam/ 16) zo) 2 z zl/?-" EC To DI M M ER PANEL 30, zq) 51 *Z9,31 2' EC TOM IA BO TH LOCATION L -PIC, - 17, 141 2.1 LPAZ[-� J_ BOX FM MEfi PANEL ally OT-"F_RQb) SHEET TITLE AVAU -ID ID 2 oA SECOND :F Lo ok,lP 'SECOND FLOOR PLAN' -'SANCTUARY POWER-.* CE) 3p SCALE: 1 /8: V-0" SANCTUARY PPWE.R.., SHEET A c i -- 4 ---- zoo 0 PANEL LP/Al LOCATION: lst Flog Electricalylwum 100 1 AMP. BUS 120/208 VOLT, 3 0 4 WIRE FLUSH._ SURFACE X MTD LUG SIZE: MAIN BKR: FEED, TOP_ BOTTOM X FDR. NO: CKT. NO. BREAKERS 7OUTLETS .LOAD WATTS REMARKS POLES AMP FIXT. RECP. NLCL LCL A B C 1 1 20 6 X 1100 Bldg. Exterior 21 20 6 X 1100 Bldg. Exterior 3 1 20 3 X 1500 Parking Lot 4 1 20 3 X 1500 Parking Lot 5 1 20 3 X 1500 Parking Lot 6 1 20 2 !X 1000 Parking Lot 7 1 20 3 X 1500 Parking Lot $ 1 2 X 1500 Sign 9 1 20 5 X 1500 Cross Lt . 10 ! 20 1000 SP/�- RE 11 1 20 1000 — 12 J 20 1000 13 i 20 14 J,Space 15 Space 16 Space Soace 18 Space 19 Space 20 Soace 1 22 Space 23 Space 24 Space .TOTAL LINE WATT sz00000 4soo 14,-100 TOTAL LCL x 1.25 18,375 TOTAL NLCL:: ---' TOTAL NLCL+TOTAL LCL:: 18,375 �1ATTS TOTAL AMPS:; 51 zU Ix _ _J � Z J LL- Z Cl) Q U i.:. Q W ca 06 — U Z w Q W Z —_ EkU�JCAT''U SECOND FLOOR PLAN -EDUCATION POWER POWER SCALE :1ie'_1''-0'E�8 SHEET b x . . f% IC ; [ ROBES ASSOCIATES SHEET 41. OF 47 onsu tang ngineers 1318 Palmetto Ave. (305) 628-0882 WINTER PARK, FLORIDA 32789 P �� D F ----•�-- F U � F F D D F D D J S D D F D 44 � E Z F IJ -—&8F" &F -- E,O, v�4 fci 1 7S W\_ E O, L., ° a 2_0N-' S DEMOTE IIZE A:L41,Rt-n �IIzE ALARM GONTizo1_ ANNUI�GIATaz 3/41115. G a FIRE ALARM SCHEDULE TO T T ZONE #1 - 1ST FLOOR SANCTUARY ZONE #2 - 1ST FLOOR EDUCATION ` ZONE 43 - 2ND FLOOR SANCTUARY ZONE #4 - 2ND FLOOR EDUCATION ZONE #5 - SPRINKLER SYSTEM TAMPER SWITCH ZONE #6 - SPRINKLER SYSTEM FLOW SWITCH ZONE #7 - SPARE ZONE #8 - SPARE FIRE ALARM RISER DIAGRAM NOT TO SCALE y , EOL L`t 14 EM EKC-IE.NCY„ " P O Ir! ER OFF a. f=usH au7TON _ FIRE A LAr<M GONTV0 PA I\IE L u I/2 C- 2'* 1 2, 10 1 2 GIND., ZOA30Au<=. 2 P COIJNECT TO LINE F5 ql SIDE aI= MA•IN CICSCuIT tSKEAI<,ER' j=p.D MOUNT •TR � N S FOK M E lZ f=INISH PANEL' MDP LOCATION;. Electrical Room 120 208V, 3�, 4W 1st Floor Sanctuary VOLTAGE: / MAIN, 8U8 AM�PB:- 3000 __ _. ..._-MAIN CIR-CUIT BREAKER AMPS: 3000- MINIMUM FULLY RATED EQUIPMENT SHORT CIRCUIT RATING RMS SYMM. AMPS :50,000 - WITH SHUNT TRIP DEVICE EQUIPMENT GND. BUS [�] YES ❑ NO MOUNTING: ® SURFACE ❑ FLUSH CIRCUIT N0. CIRCUIT BREAKER LOAD SERVED LOAD FEEDER DESIG. BRANCH CIRCUIT REMARKS TRIP POLES HP' KW WIRES SIZE CiND. COND. 1 225 3 Panel "LP/A" 1 64.3 MDP-1 4 g4/0 #4 2V2C 2 2'� 3 Panel "LP/B" 5 7_0 MDP-2 4 #410 #4 2 V2"C 3 100 3 AHU-A 1,5 30.0 MDP-3 3 #3 #8 1-1/411C 6 Tons 4 150 3 AHU-C 1:5 45.0 MDP-4 3 #1 #8 1-1/2"C 10 Tons 5 1600 3 Panel 18.0 ,549.6 MDP-5 20 #400 MCM (5) #4/0 (5)3-1/2"C 6 1000 3 11AC" Panel AC1' 18.0 379.7 9 #400 MCM (3)#2/0(3) 3"C 7 60 3 AHU-K 0.75 15.0 �MDP-6 MDP-7 3 #6 #10 1"C 5 Tons 8 100 3 AHU-L 2.0 30.0 MDP-8 3 #3 #8 1-1/411C 7.5 Tons 9 900 3 Panel "AC2" 315.5 MDP-9 9 #350 MCM (3)#2/0 (3) 3"C 10 150 3 Panel "LP/D" 4.2.2 IMDP-10 4 #1/0 #6. 211C 11 3 Space MDP-11 12 3 Space MDP-12 Ac --1 �—1 AC - 12 L- RID P NL I- L L P/C „�C I " IIiQ.G'1 LQ '9 a A p � � s l DIMMI R P N L. � 5Y Oi+i EF~ S 2.ND rLoorz `1 DAY -[1 M E G LOG K '\TC/A ' N I- H SI<IP-A- f�Ar AND Iz� SEF?-✓a PoW�{� f=I=�TLJ R I- S , TO fz 15- L P/A I N 'SAG 2 ,MDP� �i�48 c4NQ N _ � 1 Q Q. Q— L1 d a 5rz- (2) 4'1 E.C. 7KAN5F. P2.oM/�.RY (8)4IfC - 4# 500 MCM, TO PO"r=R POLE "TERMINATE I 400 Me-M,C,I.ID E<64 A5 DIRECTED F.SY THE_ AE, Imo V4aR GO- DIRECTED "SY T+lP POV/E. F� CO: ELECTRICA NOT TO SCALE V N0ME5E.R AS R'EQb F,r THI~ N•E. G • �. coN T/t-.CT0w CON TF,Ot_ CAB I KIE'r `'B" ADLJAC� NT TG PAMEL_ "LLD" L 120V) C06UIT LP/p-23 q t\! G 101 I -a I � • I I 1 r I -- GIUz LP/D -Ia,20 ---i I I I I I 1 '�.�-� 1 ' G Ia I I vLP/D-1`1,21 t �� ; j 6Io4 iLP/b-,23, 2-4- i I �— Z�(4) -j L4 POLI LIUHTIN<�CONTACTORT(PIGA.L f= 4 POLE 5IAIT6HE-_;, Wri- 4. .COMMON 1="A C E P LAT E• ROOM .1 6411GHTLN CONTROL.-DIAG RAM NOT TO SCALE DRAWN A-o-rz APPROVED K Iz REVISIONS SHEET TITLE RISER DIAGRAMS SHEET 9L BOBES ASSOCIATES Consulting Engineers SHEET 4 2 OFF 1318 Palmetto Ave. (305) 628-0882 WINTER PARK, FLORIDA 32789 PANEL ",LP/A" LOCATION: 1st Floor Electrical Room 225 AMP. BUS l2o/2os VOLT, 3 4 WIRE FLUSH _ SURFACE- � MTD LUG SIZE: MAIN BKR: FEED, TOP_ BOTTOMS FDR. NO: CKT. NO. BREAKERS OUTLETS _.,LOAD WATTS REMARKS POLES AMP FIXT. RECP. NLCL LCL A B C 1 l 20 10 X 1900 Rm, 147, 148 .2- 1 20 6 X 1000 Rm. 110 111 3 1 20 7 x 1300 Rm. 100 4 1 20 7 X 1400 Rm, 108 109 1 20 7 X 1300 Rm. 100 x 1400 Rm. 106 107 20 9 X 1700 Rm 1125, 1134,135, 9 20 8 X 1600 Rm. 114 116 118,120 10 1 20 9 X 1500 Rm. 131 140 20 10 X 1500 Rm. 112,113,115 2 1 1 20 9 X 1550 Rm. 131, 138 13 1 20 12 X 100'0 Rm. 141, 149, 150 14 1 20 10 X 800 Rm..104, 105 16 .1 20 9 X 1400 Rm.142 ,143,144',145 ,14( 6 1 20 4 1 X 60G Exterior Bldg. Ltq.. I 17 1 -.. 20 10 X 1500 Canopy 18 1 20 Fi X IQBo. Receptacles 19 1 20 o X I08C) Receptacles 0 1 20 5 1 X ` ao.. Receptacles 1 1 20 6 x IU_$m Receptacles 22 1 20 X Rece tacles 23 1 20 G X 10130 -Receptacles 24 1 2Q 6 X 1800 EWC; 4) Recept. 25 1 20 o X o Receptacles 26 5 x croo) r Receptacles 7 1 20 6= X (O SO Receptacles 20 1 20 ra X 17.0 Receptacles 28 1 20 6 X 1080 Receptacles O 1 20 4 X 1020 EWC; (3) Recept. 31 2 30 J-Box X 3000 Baptistry Heater I 200 TTB 3 3 3000 Ba tis ry Heater .. 3 aQ 5000 51,12 J ED-FAR LP/Ai I -34 5i 1 20 X 1500 Oven 36 4500 5UT-5 F�_IP. rOR 7 20 1500 �-•, r ' = SL11� FF F_OR LF/A I - 3 20 200 Contactor Control 40. 1 20 500 Rm. 129 I 20 1000 Spare I 20 1000 Spare TOTAL LINE WATTS 2I/ISGO 21,140 ZI,$iP 64,310 TOTAL LCL x 1.25 36,563 TOTAL NLCL::_ 35,060 TOTAL NLCL+TOTAL LCL::71,b23 WATTS TOTAL AMPS:: 1`I� PANEL LOCATION: 225 AMP. BUS / 1: VOLTV0 • WIRE FLUSH-SURFACE-x LUG SIZE:- / - - • - OUTLETS 0 , I , �a .. / . . �®M 11 :u1 Also 1 Receptacles Receptacles :Space Space TOTAL LINE WATTS• • li�1LiZ•J • 1 + • TOTAL• - I TOTAL • 1 I IWATTS TOTAL -AMPS:: PANEL' "AC" LOCATION; 2nd Floor, Mechanical Room VOLTAGE: 120/208v, 30, 4w MAIN BUS AMPS: 1600 MAIN CIRCUIT BREAKER AMPS:None MINIMUM FULLY RATED EQUIPMENT SHORT CIRCUIT RATING RMS SYMM. AMPS EQUIPMENT GN.D, BUS ® YES ❑ NO MOUNTING: ❑ SURFACE ® FLU SH CIRCUIT N0. CIRCUIT BREAKER POLES LOAD SERVED LOAD FEEDER DESIO. BRANCH CIRCUIT REMARKS TRIP HP KW WIRES SIZE GND, COND. 1 200 3 AHU-G 3.0 60.0 AC-1 3 #3/0 46 211C 20 Tons 2 150 3 AHU-D 1.5 45.0 AC-2 3 #1 #8 1-1/2"C 10 Tons 3 150 3 AHU-D 1.5 45.0 AC-3 3 01 1 #8 1-1/2"C 10 Tons 4 100 3 AHU-A 1.5 30.0 AC-4 3 #3 #8 1-1/4"C 6 Tons 5 150 3 AHU-F 2.0 145.0 AC-5 3 #1 #8 1-1/2"C 15 Tons 6 150 3 AHU-F 2.0 45.0 AC-6 3 #1 #8 1-1/2"C 15 Tons 7 150 3 Panel "LP/C" 40..2 AC-7 4 #1/0 #6 211C 8 150 3 AHU-D 1.5 45.0 AC-8 3 41 #8 1-1/2"C 10 Tons 9 150 3 AHU-D 1.5 45.0 AC-9 3 #1 #8 1-1/2"C 10 Tons 10 100 3 AHU-A 1.5 30.0 AC-10 3 #3 #8 1-1/4"C 6 Tons 11 150 3, AHU-F 2.0 45.0 AC-11 3 #1 #8 1-1/211C 15 Tons 12 225 3 Dimmer Panel (by others) 76.0 AC-12 4 44/0 46 2-1/2"C 13 3 Space AC-13 •. • s 3 0 4 WIRE 225 • BUS 120/208 VOLT LUG SIZE:- MAIN BKR: •,• BREAKERS .,OUTLETS • 1 , REMARKS 111 Gu • , / / Rm.164 • � r� • - - .tacles �®a■�®®ate Space s _ - IS�l•�-���®�-®® So. ° - Diu■ TOTAL 1 • � s , PANEL; "AC1" LOCATION: 2nd Floor VOLTAGE: 208V, 30, 3W MAIN BUS AMPS' 1200 MAIN CIRCUIT BREAKER AMPS: None MINIMUM FULLY RATED EQUIPMENT SHORT CIRCUIT RATING RMS SYMM. AMPS EQUIPMENT GND, BUS ® YES ❑ NO MOUNTING; ® SURFACE CI.FLU SH CIRCUIT N0, CIRCUIT BREAKER LOAD SERVED LOAD FEEDER DESIG, BRANCH CIRCUIT REMARKS TRIP POLES HP KW WIRES SIZE ONO. COND.1. 1 150 3 AHU-E 2,0 45.0 1 AC1-1 3 #1 #8. 1=1/2"C l5 Tons 2 100 1 3 1 AHU-A 1.5 30.0 AC1-2 3 43 #8. 1-1/411C 6 Tons 3 150 3 AHU-E 2.0 45.0 IAC1-3 3 #1 #8 1-1/2"C 15 Tons 4 150 3 AHU-E 2.0 45.0 1 AC1-4 3 #1 #8 1-1/2"C 15 Tons 5 150 3 AHU-C 1.5 45.0 AC1-5 3 #1 48 1-1/2"C 10 Tons 6 3 Space AC1-6 7 150 3 AHU-J 5.0 45.0 ACl-7 3 #1/0 #6 2"C 15 Tons 8 125 3 AHU-H 2.0 40.0 AC1-8 3 #2 #8 1-1/4"C 10 Tons 9 150 3 AHU-E 2.0 45.0 1 AC1-9 3 #1 #8 1-1/211C 15 Tons o h DRAWN z 0 X_ Q L z O �* cn (L w D 0 0 C0 w SHEET TITLE PANEL SCHEDULES SHEET E 0 BABES ASSOCIATES Consulting Engineers SHEET 4.3 OF -4'7 1318 Pall---setto Ave. (305) 628-0882 WINTE:P PARK, FLORIhA 32789 ►IN io vi f) Gunlrt�n�- \ 2 0 o w- `�'S 11 v,ti•,� E] YIUHt- S r i V- P w , w DRAWN > ' w APPROVED REVISIONS CONDUIT REQUIREMENTS/SOUND SYSTEM .•" (A) 1 ea/2.00" To run between Mix Booth location and rear stage wall, near or under baptistry. ' Terminate in Junction Box at each end of „:. (� ® ,� . no less than i2x12x6. (Mic/Intercom) - (B) I ea/ 1.00" To run between stage JB in (A) above and Amplifier Room Qn 2nd floor. cc Terminate in JB of no less than 6x6x4. (Audio Line/Control) z (C) 1 ea/2.00" To run between Mix Booth JB in (A) _ mCD J ° above and Video Control Room. Tern} - nate in a JB of no less than 12xl2x6. (Mic/Intercom) (D). 2 ea/.50" To run between Mix Booth JB in (A) --- above and balcony face wall Termi- nate in single gang box (vertical) at 16" above floor. Alin to center of aisle e. (Mic/Intercom)) a. (E) 2 ea/,50" To run between Mix Booth and balcony wall near stairs #3 &. #7. :Terminate with gang W single box (vertical) at center wall height. (VHF , Antenna) i -(-O �� A f (F) 2 ea/.50" To run from JB (A) near baptistry to each sound lermtnate 06 - chamber. Ina single J MIX /Z bOOTF� �..- -. r gang a g)box (vertical) at 16"above floor. ..-.. J (G) ' I ea/.75" 8x8x4 JB from Amplifier Room to under :: stage and loop to (4) locations for. Monitor Speaker Jacks. 'Terminate in FMCA-3 supplied by Sound Contractor: f — U (Monitor Speaker) z Uj (G1)2 ea/.75" To run from JB (G).in Amplifier Room to. • Q Piano (1), and Organ (1) areas. Termi- nate in single gang box (vertical) at 16" above floor. (Monitor Speaker) (H) 3 ea/1.OQ" To run from JB (G) above InAmplifier Room to speaker W 1 main cluster locations (3 total). Terminate in 4x4x2 Back..box z r; above ceiling at each location, (House = =- (I) 1 ea/.50" Speaker) � To run from JB (G) above in Amplifier r Room to.remote speaker locations`(14 total). Speaker back boxes to be sup- plied by Sound Contractor. Volume f — • -- control back boxes to be 4x4 with single gang plaster ring. , - (J) i ea/.50" To run from JB (0) above in Amplifier ' Room to under balcony speaker locations -(6 total). (K) 1 ea/.75" To run from JB (A) at stage to over choir V loft above ceiling. Terminate in 4x4x2 back box, (Choir Mics) (L) 2 ea/.50" To run from 4x4x2 back box in (K) above to front of stage above ceiling, 12''left & tight •of center. Terminate In single gang' boxes. (Audience Mics) S (M) 5 ea/.75" To run from Stage JB in (A):above to (5 total) locations. '1'o terminate. in stage floor in FMCA-8 supplied. by sound contractor. (Mic) (MI)2 ea/ 1:00" To run from' Stage JB in (A)' above to Piano, and Organ. 'Terminate In 4x4x2 back box with double gang plaster ring. ' (Mic) - (N) 1 ea/ 1.00" To runfrom Video Antenna Room (107) N to Video control room (232). Terminate above ceiling in 4x4 back. box at each end. MA 1 ea/1.00" To run from Gym Amplifier location,to-,` 'Control Booth JB in (A) above. Termi-.. nate in 4x4x2 back box with single gang EartPEr plaster ring at 16", above floor. + (P) 2 ea/.50" "To run from JB (0) above to (2),locations in gym wa11 - Terrinate in 4x4x2 back box with double gang plaster ring'at 16'' above floor.(Mic) (g) 1 ea/,.75" To rum from, Gym Amplifier location and - loop to (4) locations. 'Terminate in -'4x4,x2 back box with single gang plaster ring at amplifier and speaker locations, all at 16" above floor.' (Speaker) i? Verify all locatlons with Owner and sound ContrE10tot' befprro Inattil- lation of above items. ,DRAWN ' APPROVED REVISIONS CY \"... W Im cr- v / ... 7w 1 a DATE -L-a, VALUATI ON L)-92-5-L-(-)-PLPERM IT FEE j