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HomeMy WebLinkAbout1115 W 12 St 03-2839 New Construction New Mt. Calvary Missionary Baptist Church1115 GJ /d � S*'• 03-.2Y39 iir • NEW MOUNT CALVARY MBC PER MIT #,".03 P�3� I PLANS REVIEWED A Lmmr I In L 1=1 In I:::) I: CITY OF SANFORD 1115 W ST AL.A AMA12TH... 39. 29 26 MERI COR➢E A 1 301 54 25 STR T a f aV sh EUFAULA' 12 ❑ G I A 41 GREENVIL RDY ESUP ALBANY FIT ERAL o} ap f^ �.e,;as. ALAMA F x 54 MONROEVIL 231 431 JACKSON EVER EE 1 ADE WA RUNSWICK 43 ANDA IA a, DOTH N MO ENTERPRIS 75 95 SANFORDe rat, F ^ a.. F ORIDA 32771 BAI RIDGE 95 331 MARIAN 7Ilk B Y ETTE -- 29 0 BE FUNIAK HATT Ul EE a 6 a x93' h Y t kg k y SPRINGS JA KSONVILLE B LE TDN TALLAH SSEE 4 P A ENSA OLA ERRY o CI Y Z� 00 g3 PANAM93 ST. AUGUSTINE ' - �•� >` r>� +X i � 4 � r�` ���'°f A CI STARKE 27 LATh PALM COAST O LACHICOLA 301 � n - 17 ` • 95 AYTONA BEACH 0 LA ❑RT ORANGE �� s xK'#u's >, r a � ti Fit, e I � �' DE LAND INV�L S TONA AD a ❑RD SPRING H 27 k IMMEE T USVILLE '<' �rq� gx r x k 3#TYee GULF OF 4 .V o � MELBOURNE JE�1 Y hi S 95 LM BAY ' a rA3 MEXICO BARICLEARWATE P :'•^tip r a ST. PETERSB I)SEBRING 441 VERO BEACH 1783 HAZELTON STREET, NORTHWEST { . aw—m t NT A BRANDENTO ORT PIERCE OLEEH C SARASOTA ARC 75 RT a{ CHARLOTTE 27 ST PALM BEACH O&„ .a• � "� � ,gym s��'� � � "�4 s a + . LAKE WORTH PALM BAY, FLORIDA 32907 �� ORT MYERS BELLE CAPE CORA GLADE 9:' OCA RATON nky % * a,: �s y 27 3•`aS :.� ::CdR iFr4.2�'. 3 A"�^�s`,tt'"'.�` :?f ex - POMPON❑ BEACH .. 75 FORT LAUDERDALE NAPLES '(WUDD MARCo HIALEA MIAMI BEACH O IAMI CORAL 'GABLES tip EVERGLADES ESTEAD t"/; w• s .� %n ,µ, s;°+4°t" r ly. , £ :e.. 'Ya'�''%�,a. Rs a,... .« , N• r a ¢ NATIONAL PAR ,; KEY LARGO CON, Yrc) 1e1!y F'ifaf%rraeiaa MARATHON KEY WEST RECEIV r R N J U t 2 3 2003 N VICINITY MAP SITE MAP RELOCATION N.T,S. N.T.S. SITE L❑CATI❑N 0 PROJECT L❑CATI❑N DRAWING INDEX DRAWING INDEX DRAWING INDEX REV SHEET ID. REV SHEET ID. REV SHEET ID. BUILDING DATA' TATU NO. NO, DESCRIPTION STATUSNO, NO. DESCRIPTION STATUSNO. NO DESCRIPTION 1 T-1 COVER SHEET 18 A-17 STAIR DETAILS 35 FP-2 SECOND FLOOR FIRE PR❑TECTI❑N PLAN 1, OCCUPANCY CLASSIFICATI❑N: lst FL❑❑R GROUP D-DAY-CARE, 2 A-1 FIRST FLOOR PLAN 19 A-18 COLUMN DETAILS AND CEILING DETAILS 36 FP-3 FIRE PR❑TECTI❑N DETAILS 2nd FL❑❑R AREA GROUP A -ASSEMBLY 2, OCCUPANCY LOAD: 269 3 A-2 SECOND FLOOR PLAN 20 A-19 TYP, STUD WALL PARTITI❑N SECTIONS 37 P-1 FIRST FLOOR PLUMBING PLAN 3. C❑NSTRUCTI❑N TYPE: IV, UNPROTECTED, SPRIN D 4 A-3 FIRST FLOOR CEILING PLAN 21 A-20 WALL SECTI❑NS 38 P-2 SECOND FLOOR PLUMBING PLAN M 4, TOTAL FIRST FLOOR AREA; 5633 S.F. � 5 A-4 SECOND FLOOR CEILING PLAN 22 S-1 STRUCTURAL NOTES AND SCHEDULE 39 P=3 SANITARY RISER DIAGRAM 5, TOTAL SECOND FLOOR AREA. 5633 S.F. 6 A-5 EXTERI❑R ELEVATI❑NS 23 S-2 STRUCTURAL F❑UNDATI❑N PLAN 40 P 4 WATER SUPPLY RISER DIAGRAM ---� 6, TOTAL BUILDING AREA: 11,266 S.F. a o \� 7 A-6 EXTERIOR ELEVATIONS 24 S-3 SECTI❑NS AND DETAILS 41 E-1 GENERAL NOTES AND SPECIFICATIONS %, SPRINKLER SYSTEM! YES Q 8 A-7 ENLARGED T❑ILET PLANS AND ELEVATI❑NS 25 S-4 SECTI❑NS AND DETAILS 42 E-2 LEGEND AND NOTES S, FIRE ALARM SYSTEM; YES 9 A-8 ENLARGED KITCHEN PLANS AND ELEVATI❑NS 26 M-1 GENERAL NOTES LEGEND,ABBREVIATI❑NS AND SCHEDULES 43 E-3 RISER DIAGRAMS 9, STRUCTURAL DATA: N/A 10 A-9 ENLARGED RECEPTION PLANS AND ELEVATI❑NS 27 M-2 FIRST FLOOR HVAC PLAN - 44 E-4 1ST FLOOR POWER AND SIGNAL APPLICABLE CODES: 11 A-10 FINISH SCHEDULE 28 M-3 SECOND FLOOR HVAC PLAN 45 E-5 2ND FLOOR POWER AND SIGNAL . FLORIDA BUILDING CODE 2001 12 A-11 DOOR SCHEDULE AND DETAILS 29 M-4 AIR FLOW DIAGRAMES 46 E-6 1ST FLOOR LIGHTING PLAN • FLORIDA FIRE PREVENTION CODE 2001 13 A-12 DOOR AND WIND❑WS PLAN DETAILS 30 M-5 AIR FLOW DIAGRAMES 47 E-7 2ND FLOOR LIGHTING PLAN • NEC 1999 14 A-13 BUILDING CROSS SECTI❑NS 31 M-6 MISC, MECHANICAL DETAILS 48 E-8 LIGHTING DETAILS • NFPA 101 2000 15 A-14 ENLARGED STAIR PLANS AND WALL SECTIONS 32 M-7 1ST FL, MECHANICAL SECTI❑NS AND DETAILS 49 E-9 LIGHTING DETAILS • ADA (DESIGNER RESP❑NSIBILITY) 16 A-15 EXTERIOR STAIR PLAN ,SECTI❑N AND DETAILS 33 M-8 2ND FL. MECHANICAL SECTI❑NS AND DETAILS 50 E-10 PANEL AND LOAD SCHEDULES • OTHER (DESIGNER RESP❑NSIBILITY) 17 A-16 ELEVATOR PLAN AND SECTI❑NS 34 FP-1 FIRST FLOOR FIRE PR❑TECTION PLAN 10. THE PLANS DETAIL ALL ASPECTS ❑F C❑NSTRUCTI❑N AS ❑UTLINED IN THE CODE UNDER SECTI❑N 104.3.1.1, PAGE 1,5 THROUGH 13, DATE: 5/23/03 . 1 of 45 0„ 30,-,2 ..... A 2 0 II II II 'I , „ UP 11 Risers!!-' IIN IIW �I N °i `4 m `O II II II -'26-2 is DN 10 Risers N O t0 00 J Ol V1 �Y• W N P 11 Rise ks, A i F.E. CORRIDOR 5,_ 0„ ,- „ 5 ,-0„ 16 4� „ '_ [a13 1 �} ❑ BATH 104A o F TYP. I N 3' 5' HAND SINK CORR._ C S O FOUR FIVE YR 106 Ll L4 U, PvavAvav ol PLAY GROUND AREA 4 000 A2 A B _ _ FOUR/FIVE YR 104 A o A20 LO 10 0 O 0 N 3' 5, S FOUR /FIVE YR 104 I C r-- - H 5, 1� -4'x4' SLAB A'-n" d'_11" NOTES: 1. ALL EXTERIOR DIMENSIONS ARE TO EDGE OF SLAB. 2.WINDOWS TO BE PGT WINGUARD IMPACT — RESISTANT WINDOWS AND GLASS DOORS TYP. OR EQUAL. VERTICAL MET. SIDING 4" INSULATIC W/VINYL FAC VAPOR BARR B O 0 THREE/FOUR YR 103 II. I� 4 '- 1 n„ a A13 2-3'x5' SH INSULATED WIN. TYP. o y 5' p» F � l BATH 17 \ 107A I ❑ SCHOOL AGE 107 HAND SINK LO I N I 17A 7 TYP. F A18 SCHOOL AGE 107 QJ I Ln I 19 H CORRIDOR I 102 4 ACCORDION DOOR AIL ROOM DIVIDER BATH HAND SINK I} I � F��N » »-4 - I< S o F 0 -- - - C 2- 'x5' SH I FIRST FLOOR PLAN Z 3/16'=1'-0' FIRST FLOOR: 5633 SQ. FT. SECOND FLOOR 5633 SQ. FT. TOTAL SQ. FT. 11,266 SQ. FT. 11 91_R" \4) \ 5 n ,- „ ,- » L pq " wr n, , NC urr ar s , if0 um a�, — Q 9 -5 , » , , Ld o 3 ,x5, - - 1,-22„ A - 3 SH x5 A20 H q C Li_ —�--� - -- -- -- --- -- - - - ' -- ONE T 0 - ------------------- ' -6 �'-6" / INFANT RM. r STORAGE I 1 -0 111 114 115 \ 5'_p„ 10-10" He I He CLEAR TYP.~ » BATH 4 BATH HAD IN EG 111 A 114A F 2 2 F - I �;, O HAND 25 0 a0 C� ❑°❑ CQ� 4'x4 SLAB CORRIDORF, uP MEN WOMEN 30 116 29 C} OS T C2/ ' 108 I 0 0109 AHU-2 AHU-1 118 ✓� dN,' 28 1 JAN- I STORAGE 31 cs LAUN RY O F MECH. RM. O O P Q 21 112 113 123 3 2 q U 117 n N c H 3'x3' - I I ❑ � I 0 In N , „ 0 I a� N GIRT GIRT 5/8" GYPSUM BD. ON ,� VERTICAL 5/8" TYPE 'X' GYPSUM BD. ON VERTICAL ON 3 5/8 MET STUDS MET. SIDING EA SIDE OF ,� 3 5/8 MET STUDS MET. SIDING © 16" O.C. TO 6" ABOVE CEILING @ 16" O.C. TO ROOF STRUCT ABOVE 4" INSULATION 4" INSULATIC W/VINYL FACED W/VINYL FAC 3 1 /2" BATT INSULATION VAPOR BARRIER 3 1 /2" BATT INSULATION VAPOR BARR W/ VAPOR BARRIER. W/ VAPOR BARRIER. OPTIONAL OPTIONAL STUCCO FINISH STUCCO FINISH ON MTL. LATH W ON MTL. LATH FELT GALV SCREW ATTACH O AS SHOWN B O AS SHOWN -WALL TYPES Jul 08, 2002 - 18127127 C1\KC\Kccha1,dSIM TO WALL Bwg JJ C W/ OUT STUCCO FINISH SCALEi NIT,& o : i :m` MU !% M. OD AS SHOWN OSIM TO WALL D W/0 STUCCO r © LC G , 12_ » 5,_ » 4,_8,1E, 37 0 ,I PANT Y u ASS- 119 a0 o H CORRIDOR d N HRU 121 4 1 A20 35 34 A6 ELEV O Q00 TWO/THREE YR _ - A 122 d O N B I � KITCHEN � A16 i Ln 120 - I I "' ' BATH , - 1II ACHINE RM F 36 2 101 SINK 1 HNIS I r- - - - - — ... 2-3 x5' C S B SH ' -in " 39' 1 0" 5/8" GYPSUM BD. EA. SIDE ON 3 5/8" MET STUDS Q 16" O.C. TO STRUCTURE 3 1 /2" BATT INSULATION 8" CMU W/ VAPOR BARRIER. 5/8" GYPSUM BD. ON ON FURRING @ OF AS SHOWN 16" O.C. TO W/ FOIL FACE INSUL OSIM TO WALL F 6" ABOVE CEILING WALL TO 6 ABOVE CEILING 0 SIM TO WALL F W/ 5/8" TYPE 'X' GWB W/O INSULATION 8'-3-All PARTITION AN® WALL LECENU: 1'H❑UR RATED- 8' CMU WITH 5/8' GWB ON MTL FURRING WHERE INDICATED _5/8' GWB ON EA SIDE OF 3 5/8' MTL STUDS 11-21» 1 HOUR RATED- 5/8' TYPE 'X' GWB ON EA SIDE OF 3 5/8' MTL STUDS, CONFORM TO UL DESIGN NO U465 127,1{'•!' 177, INSULATED INTERIOR WALL 5/8' GWB ON EA SIDE OF 3 5/8' MTL STUDS X 6' CHAIN LINK FENCE FZ FIRE EXTINGUISHER NOTE: 1. USE 51/2" MTL. STUDS IN ALL MECHANICAL ROOMS 2. TYPICAL USE 3 5/8" MTL. STUDS UNLESS NOTED ❑THERWISE, 3. USE 6" MTL. STUDS IN ALL BATH ROOM PLUMBING WALLS 8" CMU GRAPHIC SCALE 12 "0 3' 6' 912' 15' 3/16"=1'-0" OJ AS SHOW\ CERTI�ICATI❑Nr\ I cerVl y that�I have revlewgd these Plans art�I that the plan conf� rm to BC 2001, 11nd velpclty 12Q mph. No\ Tr certlflcat( s are 7ntedd by thi�state ent, � � Date M 00 00 co N M r D O� N V) w ® Qf o U) o z w F- w Q w m i� z � 0 w IV M 00 0 0 A 0 0 revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-1 L2 of A A13 C -- 1) (2 30'-2" » UP 11 Risers ii - ii N ii W W W V W tO o 4'- 0" 9 - - II H II 18,_8„ 8' , 1„ _ fL � VX 1 -216 2 DIN 10 Risera _ _ , _ _ rc CD -" N U �-' 00 A 13 A P 11 Risers F.E. 44-Loil i I Bl I I I 1:1) 1 a I I I C'- x l- :1) I a 0 0 0 i„ 1-2, � REMOVABLE � STAGE FELLOWSHIP AREA 203 J V I - �tl �X IT T)i 2-3'x5' B 2-3'x5' 45 -1 —SH SH - 1 A 2 0 3 m m 121 m R 2'-0" „ _r 20,_813 � 18,_2» _, 6' 6„ ,_O„ , O„ . 6,_4» g'-8" ..- 1,_2» 8" 12 8" —-FF A 3'x5' 3'x5' 3'x5' A -- 8- 2-3 x5 SH INSUL. WIN. TYP. SH SH SH - - - — ............. -- , --------------------- 9'-6 -6" 11'it 11-0 9-10» rI STAIR i 00 _- CDac I He DIRECTOR OFC. FINANCE OFC. o d 45 r' C: LC N 49 SO - © MEN — F{ CORRIDOR o H CONE. ROOMTF'E, ________� DN. STORAGE 204 205 W/ INSUL 212 d- 210 H n52 H O i O WOMEN o OW INSUL F2-0-61 MECH. ROOM 21 `r o -� RR EZ COOLER REF. - j T 46 F AHU-4 14 MA sTovE 47 0 1 0 48 - 1 �o : ( PASS= _- - F -- I -- - - - --- - - - -L -- THRU 'ao Q E TI U E °Flr�f _ U 3- H �- KITCHEN � Y p ° , 1 Z 3x U active 1 G 42 O N E RAIN cli Ul _[2DO m m 81- 6CD 00 M II I I I 43 � STORAGE - 202ol-T 01-1 I 2 3'x 5' B i 2 3'x 3' 8,_6„ S ,-4„ 716„ S id SECOND FLOOR PLAN Z 3/1614-0' TOTAL SQ. FT. : 5633 SQ. FT. NOTE: SEE SHEET A-1 FOR WALL TYPES. 0 i 216 SH 62 0 Hw o A6 54 G 53 r 0 F. ',_ 4» ,_ » , » 5, O L H i2" �--- 5 5 P A N TR Y 217 iCD WAITING AREA ELEV _ _0 215i C5 o 5 PASTOR OFFICE O �, _ N CLc 3 1+ 218 � H 59 � 61 ,_O„ BATH 58 2-3 5' 1 00 � 219 In � SH. {� o � F S� ORAGE 201 - G 60 SEC EC_TARY/OFC 2 10 so ,_ „ 3'x5' ,_ „ 'x5' B w ^� „ SH INSU . INN. ,TYP. 3H 1-2� Q MI FF i l-. LL. Q d- t� SECTION SCALE . 1 1 2 PARTITION AND WALL LEGEND: 1 HOUR RATED— ra.rrrrr 8' CMU WITH 5/8' GWB ❑N MTL FURRING WHERE INDICATED 5/8' GWB ON EA SIDE OF 3 5/8' MTL STUDS 1 HOUR RATED- 5/8' TYPE 'X' GWB ON EA SIDE OF 3 STUDS, C❑NF❑RM T❑ UL DESIGN NO U465 ijii?'T'iS'!_'%+ il'. i':•T INSULATED INTERIOR WALL 5/8' GWB ON EA SIDE OF 3 5/8' MTL STUDS X - 6' CHAIN LINK FENCE F,E, FIRE EXTINGUISHER NOTE: 1. USE 51/2" MTL. STUDS IN ALL MECHANICAL ROOMS 2. TYPICAL USE 3 5/8" MTL. STUDS UNLESS NOTED ❑THERWISE. 3. USE 6" MTL. STUDS IN ALL BATH ROOM PLUMBING WALLS 5/8 " THICK FIRE RATED BOARD GYPSUM 0 FIRE EXTINGUISHER (N.1.C.) METAL CABINET GLASS PANEL < DOOR 1 /4 " METAL SCREW TOP & BOTTOM 3 5/8 " METAL STUDS GRAPHIC SCALE © 16" 0. C. 12 "0 3' 6' 912' 15' 5/8 " THICK FIRE 3/16"=1'-0" RATED GYPSUM BOARD ON 3 5/8 METAL STUDS �CERTIFICATI❑N, i, certif-to that I hive reviewed 1 6" 0. C.roule plays and ``that the fans con o f BC 2001, velocit forr� 120 mph, No \ of er certl�catlon�r-e granted by his scat Ment, Date \ M 00 co I 00 co t• N t` U) N w ® o �-� LLJ Q w o' m Z � 0 I w N K7 00 MT revisions 0 0 0 A 0 0 project no fhe Lead JJ drawn by JJ checked by JJ dute 6-6-03 A®2 3 of Oct 29, 2002 - 20129142 Ci\SDSK\PROJ\MTCALV\Mtcalva2,cdwg JJ 1 FIRS'P FLOOR CEILING PLAN 3/160-Y-0' LEGEND Am, 2x2 SUSPENDED CEILING GYP, BOARD CEILING 2x4 FLUORESCENT FIXTURE RECESSED ROUND HID SURFACE MOUNT lx4 FLUORESCENT FIXTURE MECH, SUPPLY DIFFUSER MECH. RETURN DIFFUSER RECESSED FIXTURE EMERGENCY LIGHT EXIT SIGN METAL HAILED WALL MOUNTED . ERTIFIC TIEIN, \I certify that I have r Viewed these pl�ns and\that Ire plans conform to FB 2001, wind veloelt 120 {qph, No Ah�cer+�lficatlor are \ ranted y thls totem nt, \ \ \ Date M 0o CD I 00 co n N (n W El EE Ck-- o o W Z w } Q w o= M z 0 Cl- J W N Q M 00 r. Cm revisions 0 0 0 0 0 A project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A--3 4 of May 13, P003 - 15137132 Dl\JR00T\Mtcala03,dwg Robert C, 00 I 00 CD r—. N M t• CD N M F-- V) W ui O LA- Z W W �- Q W m f--� V Z O 0- F- J W Q 77 IhM 00 ram. revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-4 �, 5 of 4/12 PITCH METAL ROOF RIDGE VENT (TYP.) CONT. GUTTER 4 r .r.• 4 + L• 'i .i .j .j .j .j .j •i i i •i •rl r A'P REVEL 3/4"x6" RAIS D STUCCO BAND AROUND WINDOWS TYP. 12 12 '' ~ ''Yt, r• f:' St 1 00 00 El LLU —J �,'s - r•���' ''' �,...vr;J ��fi r�.rr t•: •:'t`• i�'rltr.Y`„ S It i.: CD Y•,t;,' :. ,„,r',. ; .r 1 2 V SHAPE' E CJ / REVEL ! • '; : . ;.;, : CLEAR ir! 12"0 CMU S U O FINISH r,. r, •'� ,,• :..., r, r •: f. r ��.\\.{{f�irr/, 'f-?." l{yy �•� +' rl'iyy':! // ` y/l� `` {/' -Aly\j /pY� �1t /yr y [y [� /I [y 1 Gy ! �, 11 :l .:.1, �//!f%� 1 �!//f/:.. r. r.. r r. r.. r. .'•r`� i l_ ����/If/:_ Alfl/ll 1181I& l I/�?i: \��YI/rX_ -I 1\�/�Y ���1/lY ����///Yn �, /l .��V//TY .��1 *&,, "AlIH .�"i�/,ii-. .t"2�1r�. .1\,��li �,• .�'V U/Ar. .�N�1�'. .1'V\�•��. ENTRY SIDEWALK 2" STIR FORM 24" x24"x16"H BASE SIDEWALK FRONT ELEVATION OF THE NEW MUT,TIPURPOSE BUILDING -EAST CONT. GUTTER DEL. 25'-_0" _ EAVES HT. METAL SIDING FINISH EL. 12'-0" SECOND FL. HT. 0 i A/C Feb 02, 2003 — 22:5615 Ci\SDSK\PROJ\MTCALV\M-tca(va5,cdwg JJ A/C 4/12 PITCH METAL ROOF RIDGE VENT (TYP.) 0 a o A/C LOUVERS AND F LOCATIONS SEE DRAWINGS TYP. A/C REAR ELLVATION-WEST 0 3/16" = i'-0" i-. 3/16" = 1'-0" EL. 25'-0" EAVES HT. SMOOTH STUCCO FINISH KNOCK DOWN STYLE OVER PAPERBACK METAL LATH ON METAL SIDING SCREW ATTACHE IYP- -, FRONT ELEVATION ONLY. 2'-0' 3/4" RAISED STUCCO ACCENT DIAMOND PATTERN METAL SIDING FINISH t� 'A EL. 6'�0" El FENCE �W CERTIN ATIGM \I certlf'y that I have rI viewed these tans and\\that th tan onforr2 to FB 2001, r ��\ther ind ve eclty 120\r,ph, No 9 certlfflcatlohhs are g anted by this t.'- \ Date M 00 I 00 to U) CV Ile) ,,� rn CV Cn W iy O c) /LLI LL- F— Q LLJ m Z � Ca W r-4 00 1 ` rr I� revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-5 6 of 9 EL. 2.. E�AVE CONT DEL. Y SECONI A /1 r-) C11Tnl i ►Ar--rA I nnnC LEFT SIDE ELEVATION -SOUTH 3/16" = 1'-0" A /1 -) ni-rr,LI AACTAI DnnC' Pf Et R( STU C OWN TAL I RIGHT SIDE ELEVATION -NORTH 3/16" = 1'-0" 'ES D N DETAIL 3 JTTER SCALE I V _ V-0" ILLING COUNTER FIRE DOOR D"Wx5'0"H PUSH-UP C❑RNELL OR EQUAL, ER BEAD =R FIRE DOOR PRE MANUFACTURE [CATIPNi I certify tHRt I hdye reviewed tans\and that the t ns con�rm t FBC P oclty�atlons 0 mph\ No p gertlfa e granted by his stater \ \ Date \ M t• 00 c.n I 00 CO L� � C77 CV M F— (n w ® o O z LL_ w Q w m ►� V z 0 O F-- w w IV a M 00 om_ revisions 0 0 0 A 0 0 project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A®6 \ 7 of Feb 02, 2003 — 2215615 CI\SDSK\PR❑J\MTCALV\M-tcalva5,cdwg JJ 0 0 R CD c to M PLAS LAM SCREEN (MEN ONLY) 30" !I I �I r ELEV A ) . �-- VWC, TYP —� 4" BASE, TYP ELEV 3/8 13 - v-0" __(9 ELEV TYP v~� D WOMEN F ONLY 4" BASE, TYP EL ?I EV I -of) E TYP ELEV 3 /8 = 1 '_0 -- \0 Jul 08, 2002�—l8�27�27 Cs\KC\Kcchal�dwg �_lJ zz co 4" BASE, TYP ELEV rc-, 3/8 it - 11-011 I\,- J_ ELEV PLASTIC LAMINATE 2' - 0" COUNTERTOP W/ BACKSPLASH LAVATORY (SEE BATH ROOM -219 1/4'=1'-0' _J � g - 6� c � 0 � � 9-6 � B c h 1 0 �c B5'- 0 i 10 - xc s a� � � xc ­00- CLEAR TYP. < q 0) M A o C F M BATH � I � O� D A � 4t � '44�_ D - Q__/ r MEN MGNOMEN AH U -1 f MECH. ROOM N � -�.O 0, O .� 112 At E O+ +O O - F VESTIBIJLE 0 Ll JL - - N ENLARGED FIRST AND SECOND TOILET PLAN 1/4'=1'-0' TOILET ACCESSORY SCHEDULE NOTES: TYP BATH H A SURFACED MOUNTED TOILET TISSUE DISPENSER 1. VERIFY QUANTITIES REQUIRED WITH PLANS AND ELEVATIONS. - O MOUNT @ 19" A.F.F. MIN. TO < INFORMATION 3/8„ = 1 -0 2. REF. SPECS. FOR ADDITIONAL TOILET ACCESSORY INFORM © PLATE GLASS 1" BEVELED MIRROR MOUNT BOTTOM OF MIRROR @ 40" A.F.F. MAX. 3. TOILETS AND TOILET ACCESSORIES SHALL COMPLY WITH © 36" GRAB BAR FLORIDA ACCESSIBILITY STANDARDS. OD 42" GRAB BAR 4. FIELD VERIFY DIMENSIONS- FIXTURES SHALL BE CENTERED IN STALLS UNLESS OTHERWISE NOTED. 4„ Q RECESSED ROLL PAPER TOWEL DISPENSER AND ELEV. = DISPOSAL BIN 5. PROVIDE BLOCKING IN WALLS, WHERE REQUIRED AND SHOWN 2" 2 10"— ® RECESSED DUAL NAPKIN/TAMPON DISPENSER- MOUNT ON ELEVATIONS i, MECH. DWGS. ++ - ON WALL SUCH THAT OPERABLE LEVER IS @ 48 MAX. A.F.F. " RA ++ �\ / 5" © STAINLESS STEEL SHELF- 5"X18" 2 X 4 WD. F �7 STL. ANGLE OH FOLDING PAPER TOWEL DISPENSER INT. DIVIDER 8�� GRAPHIC SCALE BEYOND QJ SURFACED MOUNTED SOAP DISPENSER 1z" 0 1' 4' 7' 11' 3/4 " PARTICLE BD. OK PLATE GLASS MIRROR DIVIDER BEYOND MOUNT BOTTOM OF MIRROR @ 40" A.F.F. MAX. 1/4"-1'-0" 3"x4"x1 /4" Q SHOWER CURTAIN, CURTAIN HOOKS GRAPHIC SCALE GRAPHIC SCALE 3/4" PARTICLE, (TYP .) + CONT. STL. ANGLE 2'10' AFF & FLANGED CURTAIN ROD 12„ 6" 0 1' 12" 0 1' 2' 3' 4' 5' 6' 7' BD. PROVIDE 1 -0 WIDE ACCESS PANEL AT MO ROBE HOOKS CENTERLINE OF EACH ON RECESSED SOAP DISPENSER 1 1/2 11-11-021 3/8"=1'-0" SINK, ATTACHED W/ 6„ PLASTIC CONCEALED MAG- LAMINATE P RECESSED SANITARY NAPKIN DISPOSAL \ NETIC FASTENERS \ \ \ ELEV. _ ® SURFACED MOUNTED PAPER TOWEL DISPENSER \CERTIFICA'lMi I c�rtlfy that have revle O these plans and that the plan confo \ to EBC 2 11 > wind velocity 120 mph, No \ 0 -0>> ® SURFACED MOUNTED WASTE RECEPTACLE other cert1ficatlons c>\re 9rgnted by thl�stat Ment, BATHRM. COUNTER SECTION 0 24"x36" MIRROR Dat� 1 1/2 1/-Of n 00 cD 1 00 C.D r-0 CD CV H-- W _ 0 �- � o W Z �> WQ W m V� Z� 0 w IV 00 C P4 w P4 U) ` C-2) E­4-+± �w C) ® P4 � 0 Z z revisions 0 A A 0 0 A project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-7 8 of I �D o i I I � i O I (') At F,&qehl rooAl-moo FIRST FLOOR KITCHEN ELEVATIONS SCALE, 3/8"=l'-0" FIRST FLOOR SCALES 3/8"=l'-0" 3'-0" rel KITCHE ELEVATIONS SECOND FLOOR KITCHEN ELEVATIONS SCALD 3/8"=l'-0" m FLWI-A NOTES: 1. HINGE DOORS SHALL HAVE CONCEALED HINGES AND THE FOLLOWING FEATURES - SPRING MECHANISM, 3 DIMENSIONAL ADJUSTMENT, 110' OPENING. 2. DRAWERS SHALL HAVE WHITE EPDXY COATED EUROPEAN STYLE DRAWER GUIDES. 3. CABINET FINISH SHALL BE PLASTIC LAMINATE ON 3/4" PARTICLE BD. ON ALL EXPOSED INTERIOR AND EXTERIOR SURFACES UNLESS NOTED. 4. PULLS - PROVIDE 4" PLASTIC COATED EUROPEAN STYLE DOOR PULLS FOR ALL HINGED DOORS AND DRAWERS. CABINET ELEVATION SHOWN TO SHOW INTENT ONLY FINAL DESIGN BY CAB. MANUFACTURER, FIELD VERIFY N o r 0 5-0 4- 8» CD r .. PANTRY 119 C� LLJ (:D O KITCHEN N 12 0 D' Ll— QCD I Ln LL I I A C � r V) C 18'-8" I B r I r I I_ FINIS a ENLARGED KIT. FIRST FLOOR 3/8" - 1'-0" FREZ/COOLER REF. I r STOVE I `� ^I D Qc ✓ 00 r I I E o KITCHEN - z o Cn o 216 F 7 O J l A===jA/'/ PANTRY d-- 12171 (�1 ENLARGED KIT n ` 3/8„ — 1'-022 GRAPHIC SCALE (O (off 12" 0 1' 2' 3' 4' 5' 6' 7' SECOND FLOOR M 0o CO 0o CD n N � .� rn N w — afo �� 7-1 w Q w m Z � O J w N Q 00 revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 Oct 29, 2002 - 20129142 Ci\SDSK\PROJ\MTCALV\Mtcalva2,dwg JJ FIRST FLOOR PLAN SCALE: 1/2 1)-1 )-Opp I CO ^I C -47 F - 1 FIRST FLOOR PLAN SCALE: 1 /2"=1 ' -0" 0 TYPICAL .1)— )) .1,—n>, CABINET ELEVATION SHOWN TO SHOW INTENT ONLY FINAL DESIGN BY CAB. MANUFACTURER,FIELD VERIFY A (SIM) 'N�j- PLAS LAM ON 3/4" PARTI. BD. ALL SURFACES SECOND FLOOR PLAN SCALE: 1/2 "= i '-0" 4 A10 EXTERIOR 71_8„ ELEVATION � SCALE: 1/2"=1'-0" - PLAS LAM ON 3/4" PARTI. BD. ALL EXTERIOR SURFACES 5'-0' 5 EQ. SPACESCn �I o� to c f d W M CABBY HOLD ELEVATION SCALE: vz.._,._o.. ELEVATION SCALE: 1/2"=1'-0" V-7„ .1)-0,) 3/4" 3/4>> 3/4„ � O 0 \ �i 0 PLASTIC LAM. OUTLET SEE Z� , I ON 3/4 PAR 1'C ELEC. DWGS. BOARD - 3/4„ I 1/2" ALUM. 7,-1�. METAL BOX \ (N 1 (D '1 ' - 5 '1 Qo I �- �r) PLASTIC ,LAM. Ln Q ON 3/4 PARTIC BOARD O cv I C\j SIDE OF CABINET (BEYOND) l r 2'-6" RECEPTION l� oV1VTE1� DEr1,A1L�D� 1L�,ECJL'�r1 IO1V CO'lJ1V1 ER DE SCALE 1 1 2 =1'-0" SCALE 1 1/2 "=1'-0" Oct 29, 2002 - 20,29142 Ci\SDSK\PROJ\MTCALV\Mtcalva2,dwg JJ TAIL 12" NOTES: 1. HINGE DOORS SHALL HAVE CONCEALED HINGES AND THE FOLLOWING FEATURES — SPRING MECHANISM, 3 DIMENSIONAL ADJUSTMENT, 110' OPENING. 2. DRAWERS SHALL HAVE WHITE EPDXY COATED EUROPEAN STYLE DRAWER GUIDES. 3. CABINET FINISH SHALL BE PLASTIC LAMINATE ON 3/4" PARTICLE BD ON ALL EXPOSED INTERIOR AND EXTERIOR SURFACES UNLESS NOTED. 4. PULLS — PROVIDE 4" PLASTIC COATED EUROPEAN STYLE DOOR PULLS FOR ALL HINGED DOORS AND DRAWERS. , PLAS LAM ON 3/4" PARTICLE BD ALL EXTERIOR SURFACES PLASTIC LAM. ON 3/4 " PARTICLE BOARD WOOD BLOCKING w Q V) d m; �w ;z' 2X WD. BLOCKING (TYP.) CABBY TIOLU SECTION F Q BASE CABIN SCALE 1 1 2 =1 -0' GRAPHIC SCALE 3/8"=l'-0" PLASTIC LAMINATE ON 3/4 PARTICLE BOARD 1 /4 PREM. GRADE PLYWOOD. BACK 3/4 " ADJUSTABLE PARTICLE BD. SHELVES W/ HARDWOOD EDGES (TYP.) RECESSED ADJUSTABLE SHELF STANDARD (TYP.) PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD OUTLINE OF SINK WHERE OCCURS 3/4 " ADJUSTABLE PARTICLE. BD. SHELVES W/ HARDWOOD EDGES (TYP.) PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD ADJUSTABLE SHELF STANDARD (TYP.) 1 /4 " PARTICLE BOARD BACK PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD RESILIENT BASE 2X WD. BLOCKING (TYP.) ET DETAIL C RTIFIC�TIGM I cer fy thaI have revs' wed t�ese ptys an that the pta s conf m t FBC 001, wirld vetogqltyy 120% Mph. No of er cer'tiflcatl ns ar grant d by 7 st` teMent; D to 00 c� 00 c.� N C) C" CV z V) 0 M o' co o Z w o- (% Im Z � O F-- J w N Q M 00 r C. revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A®9 L 10 of All ELEVATION � SCALE: 1/2"=1'-0" - PLAS LAM ON 3/4" PARTI. BD. ALL EXTERIOR SURFACES 5'-0' 5 EQ. SPACESCn �I o� to c f d W M CABBY HOLD ELEVATION SCALE: vz.._,._o.. ELEVATION SCALE: 1/2"=1'-0" V-7„ .1)-0,) 3/4" 3/4>> 3/4„ � O 0 \ �i 0 PLASTIC LAM. OUTLET SEE Z� , I ON 3/4 PAR 1'C ELEC. DWGS. BOARD - 3/4„ I 1/2" ALUM. 7,-1�. METAL BOX \ (N 1 (D '1 ' - 5 '1 Qo I �- �r) PLASTIC ,LAM. Ln Q ON 3/4 PARTIC BOARD O cv I C\j SIDE OF CABINET (BEYOND) l r 2'-6" RECEPTION l� oV1VTE1� DEr1,A1L�D� 1L�,ECJL'�r1 IO1V CO'lJ1V1 ER DE SCALE 1 1 2 =1'-0" SCALE 1 1/2 "=1'-0" Oct 29, 2002 - 20,29142 Ci\SDSK\PROJ\MTCALV\Mtcalva2,dwg JJ TAIL 12" NOTES: 1. HINGE DOORS SHALL HAVE CONCEALED HINGES AND THE FOLLOWING FEATURES — SPRING MECHANISM, 3 DIMENSIONAL ADJUSTMENT, 110' OPENING. 2. DRAWERS SHALL HAVE WHITE EPDXY COATED EUROPEAN STYLE DRAWER GUIDES. 3. CABINET FINISH SHALL BE PLASTIC LAMINATE ON 3/4" PARTICLE BD ON ALL EXPOSED INTERIOR AND EXTERIOR SURFACES UNLESS NOTED. 4. PULLS — PROVIDE 4" PLASTIC COATED EUROPEAN STYLE DOOR PULLS FOR ALL HINGED DOORS AND DRAWERS. , PLAS LAM ON 3/4" PARTICLE BD ALL EXTERIOR SURFACES PLASTIC LAM. ON 3/4 " PARTICLE BOARD WOOD BLOCKING w Q V) d m; �w ;z' 2X WD. BLOCKING (TYP.) CABBY TIOLU SECTION F Q BASE CABIN SCALE 1 1 2 =1 -0' GRAPHIC SCALE 3/8"=l'-0" PLASTIC LAMINATE ON 3/4 PARTICLE BOARD 1 /4 PREM. GRADE PLYWOOD. BACK 3/4 " ADJUSTABLE PARTICLE BD. SHELVES W/ HARDWOOD EDGES (TYP.) RECESSED ADJUSTABLE SHELF STANDARD (TYP.) PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD OUTLINE OF SINK WHERE OCCURS 3/4 " ADJUSTABLE PARTICLE. BD. SHELVES W/ HARDWOOD EDGES (TYP.) PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD ADJUSTABLE SHELF STANDARD (TYP.) 1 /4 " PARTICLE BOARD BACK PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD RESILIENT BASE 2X WD. BLOCKING (TYP.) ET DETAIL C RTIFIC�TIGM I cer fy thaI have revs' wed t�ese ptys an that the pta s conf m t FBC 001, wirld vetogqltyy 120% Mph. No of er cer'tiflcatl ns ar grant d by 7 st` teMent; D to 00 c� 00 c.� N C) C" CV z V) 0 M o' co o Z w o- (% Im Z � O F-- J w N Q M 00 r C. revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A®9 L 10 of All CABBY HOLD ELEVATION SCALE: vz.._,._o.. ELEVATION SCALE: 1/2"=1'-0" V-7„ .1)-0,) 3/4" 3/4>> 3/4„ � O 0 \ �i 0 PLASTIC LAM. OUTLET SEE Z� , I ON 3/4 PAR 1'C ELEC. DWGS. BOARD - 3/4„ I 1/2" ALUM. 7,-1�. METAL BOX \ (N 1 (D '1 ' - 5 '1 Qo I �- �r) PLASTIC ,LAM. Ln Q ON 3/4 PARTIC BOARD O cv I C\j SIDE OF CABINET (BEYOND) l r 2'-6" RECEPTION l� oV1VTE1� DEr1,A1L�D� 1L�,ECJL'�r1 IO1V CO'lJ1V1 ER DE SCALE 1 1 2 =1'-0" SCALE 1 1/2 "=1'-0" Oct 29, 2002 - 20,29142 Ci\SDSK\PROJ\MTCALV\Mtcalva2,dwg JJ TAIL 12" NOTES: 1. HINGE DOORS SHALL HAVE CONCEALED HINGES AND THE FOLLOWING FEATURES — SPRING MECHANISM, 3 DIMENSIONAL ADJUSTMENT, 110' OPENING. 2. DRAWERS SHALL HAVE WHITE EPDXY COATED EUROPEAN STYLE DRAWER GUIDES. 3. CABINET FINISH SHALL BE PLASTIC LAMINATE ON 3/4" PARTICLE BD ON ALL EXPOSED INTERIOR AND EXTERIOR SURFACES UNLESS NOTED. 4. PULLS — PROVIDE 4" PLASTIC COATED EUROPEAN STYLE DOOR PULLS FOR ALL HINGED DOORS AND DRAWERS. , PLAS LAM ON 3/4" PARTICLE BD ALL EXTERIOR SURFACES PLASTIC LAM. ON 3/4 " PARTICLE BOARD WOOD BLOCKING w Q V) d m; �w ;z' 2X WD. BLOCKING (TYP.) CABBY TIOLU SECTION F Q BASE CABIN SCALE 1 1 2 =1 -0' GRAPHIC SCALE 3/8"=l'-0" PLASTIC LAMINATE ON 3/4 PARTICLE BOARD 1 /4 PREM. GRADE PLYWOOD. BACK 3/4 " ADJUSTABLE PARTICLE BD. SHELVES W/ HARDWOOD EDGES (TYP.) RECESSED ADJUSTABLE SHELF STANDARD (TYP.) PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD OUTLINE OF SINK WHERE OCCURS 3/4 " ADJUSTABLE PARTICLE. BD. SHELVES W/ HARDWOOD EDGES (TYP.) PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD ADJUSTABLE SHELF STANDARD (TYP.) 1 /4 " PARTICLE BOARD BACK PLASTIC LAMINATE ON 3/4 " PARTICLE BOARD RESILIENT BASE 2X WD. BLOCKING (TYP.) ET DETAIL C RTIFIC�TIGM I cer fy thaI have revs' wed t�ese ptys an that the pta s conf m t FBC 001, wirld vetogqltyy 120% Mph. No of er cer'tiflcatl ns ar grant d by 7 st` teMent; D to 00 c� 00 c.� N C) C" CV z V) 0 M o' co o Z w o- (% Im Z � O F-- J w N Q M 00 r C. revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A®9 L 10 of All C. revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A®9 L 10 of All F I N I S H S C H E D U L E MARK SPACE NAME FLOOR NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS MARK 1 2 BASE MAT'L FIN BASE MAT'L FIN BASE MAT'L FIN BASE MAT'L FIN 1 FIN HGT 2 FIN HGT 000 PLAYGROUND — — — — — — — — — — — — — — — — — — — — 000 100 LOBBY C.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" 100 100A RECEPTION C.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 100A 101 MACHINE ROOM CONC — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB g'-0" — — — 101 102 CORRIDOR CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 g'-0" — — — 102 103 3/4 YEAR OLD CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 g'-0" — — — 103 103A BATH CAR — RUBBER CMU PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB g'-0" — — — 103A 104 4 5 YEAR OLD CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 8'-0" — — — 104 104A BATH V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 8'-0" — — — 104A 0!� 105 CORRIDOR CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 8'-0" — — — 105 0 106 CORRIDOR CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 8'-0" — — — 106 IJ_107 SCHOOL AGE CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 8'-0" — — — 107 I.— 107A BATH V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 8'-0" — — — 107A 108 MEN V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 8'-0" — — — 108 109 WOMAN V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 8'-0" — — — 109 110 VESTIBULE C.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 110 111 1/2 YEAR OLD CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 8'-0" — — — 111 1 1 1 A BATH V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 8'-0" — — — 1 1 1 A 112 MECHANICAL ROOM CONC — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 8'-0" — — — 112 113 JANITOR CONC — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 113 114 INFANT ROOM CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 114 114A BATH V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER CMU PAINT RUBBER CMU PAINT GWB GWB 9'-0" — — — 114A 115 STAIR CONC — RUBBER CMU PAINT RUBBER CMU PAINT RUBBER CMU PAINT RUBBER CMU PAINT GWB GWB 9'-0" — — — SEE NOTE 1 115 116 CORRIDOR CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 116 117 LAUNDRY V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 117 118 CLOSET V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 118 119 PANTRY V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 119 120 KITCHEN V.T. -- RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 g'-0" — — — 120 121 CORRIDOR CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 g'-0" — — — 121 122 2/3 YEAR OLD CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 122 122A BATH V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 122A 123 STORAGE CONC — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 123 200 LOUNGE/READING C.T. RUBBER GWB GWB PAINT PAINT RUBBER RUBBER GWB GWB PAINT PAINT RUBBER RUBBER GWB GWB PAINT PAINT RUBBER RUBBER GWB GWB PAINT PAINT ACT-1 GWB ACT-1 GWB 9'-0" 9'-0" — — — — — — 200 201 201 STORAGE CONC — RUBBER 202 STORAGE CONC — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 202 203 FELLOWSHIP AREA CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 VARIES — — — 203 204 STORAGE CONC — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 204 205 MEN V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 205 206 WOMEN V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 206 207 VESTIBULE C.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 207 208 DIRECTOR OFFICE CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 8'-0" — — — 208 Ir 209 FINANCE OFFICE CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 209 0 210 CONE. ROOM CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 210 1 1 J 211 STAIR CONC — RUBBER CMU PAINT RUBBER CMU PAINT RUBBER CMU PAINT RUBBER CMU PAINT GWB GWB 9'-0" — — — SEE NOTE 1 211 0 N 212 213 CORRIDOR MECH. ROOM CAR CONC — — RUBBER RUBBER GWB GWB PAINT PAINT RUBBER RUBBER GWB GWB PAINT PAINT RUBBER RUBBER GWB GWB PAINT PAINT RUBBER RUBBER GWB GWB PAINT PAINT ACT-1 ACT-1 ACT-1 ACT-1 9'-0" 9'-0" — — — — — — 212 213 214 CORRIDOR CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 214 215 WAITING ROOM CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 215 216 KITCHEN V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 216 217 PANTRY V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 217 218 PASTOR OFFICE CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" — — — 218 219 BATH V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 219 220 CLOSET V.T. — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT GWB GWB 9'-0" — — — 220 221 SCERETARY OFFICE CAR — RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT RUBBER GWB PAINT ACT-1 ACT-1 9'-0" 221 OUTLINE SPECIFICATIONS (PRODUCTS SHOWN ARE BASIS OF DESIGN. APPROVED EQUALS ARE ACCEPTABLE.) ABBREVIATIONS ACT-1-24x24 ACOUSTICAL CEILING TILE C.T. — CERAMIC TILE 16"x16" V.T. — VINYL TILE GWB — GYPSUM WALLBOARD CONC— CONCRETE CMU — CONCRETE MASONRY UNIT STUC— STUCCO MAR — MARBLE P — PAINTED RB — RUBBER BASE SUSP— SUSPENDED CEILING 06650 COUNTERTOPS PLASTIC LAMINATE: PER OWNER SERIES SC, SWINGING DOOR, UL FIRE RATED / STC 46 FLUSH SOUND CONTROL DOOR AND FRAME ASSEMBLY DOOR FINISHED W/ BRUSHED ALUMINUM 08710 ALUMINUM THRESHOLDS PEMKO MFG. CO. No. 2005 W/SILICONE SEAL OR EQUAL 09120 ACOUSTICAL CEILING GRID 09300 CERAMIC FLOOR TILE (CFT) PRE OWNER SELECTION — 16"06" TILE USE THIN —SET METHOD FOR INSTALLATION —TO BE USED IN BATHROOMS, BREAK AREAS, VESTIBULES. SEE FINISH SCHEDULE 09510 ACOUSTICAL CEILING TILE ACT-1: ARMSTRONG FINE FISSURED RH90 TEGULAR LAY —IN #1734 09650 CARPET PRE —OWNER SELECTION ARMSTRONG SUPRAFINE 9/16 EXPOSED TEE GRID SYSTEM, WHITE 09650 RUBBER BASE (RB) RB— ROPPER 1/8"x 4" COVE BASE COLOR: BLACK OR BROWN PER OWNER 09900 PAINTING SURFACE P1 GYP. BOARD WALLS P2 GYP. BOARD CEILINGS P3 DOOR FRAMES PAINT PER OWNER PER OWNER PER OWNER COLOR PER OWNER PER OWNER PER OWNER NOTES 1. ALL CONC. TREADS, RISERS 2 GENERAL NOTE — PAINT ALL GYP. BD. CEILING & SOFFITS AREA 3• IN ALL ROOM EXTRA STOCK THE FOLLOWING EXTRA MATCHING MATERIALS SHALL BE PROVIDED TO THE OWNER IN THE QUANTITIES NOTED: MATERIAL: 1. CEILING TILE ALL PANEL SIZES 2• CERAMIC TILE FLOOR TYPES 3. PAINT ................... QUANTITY: 5% ........................... 50 S F ........................... 2 GAL AND STRINGERS TO BE PAINTED ­j A ADJACENT VESTIBULE WALLS TO BE PAINTED SEE CEILING PLAN, SHEET A3 AND f 1 CERTI�ICATI Q N, I �ertlfy that have revle ed here\fans and t at the tans conf� rm to FBC 2001, P P end velocityy 120 m� No \ of er rtlfl atlons are g anted by this sta emen b r � note \ M 00 00 CD cV c) w 0 � a _ EE � Q W z w Q w m v) Mi z � 0 w I`J M 00 • • • 9 revl5lon3 't project no k6 i i. The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-10 11 of a D O O R S C H E D U L E MARK DOOR FRAME DETAILS REMARKS Q N U O _ F- z w J Q W Q (%j W z Y = O W z w }�- J Q w Q F- W o W m Q J (n w 0� Q 3:w o Qw I (n 1 — 3 0 x7 0 2 A ALUM 1 3/4" — A ALUM — 4/Al2 4/Al2 SIM 4/Al2 SET 1 — 2 — 3 0 x 7 0 1 B SCWD 1 3/4" — B MTL — 1 /Al2 1 /Al2 1 /Al2 SET 4 3/4 HR RATED 3 — 3 6 x7 0 — — — — — — — — — — — — MFG SPECS 4 — 3 0 x7 0 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4" HR RATED 5 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 3 — 6 — SEEx PL N 1 F — — — MFG — — 3/Al2 — — SET 4 — 7 — 3 0 x7 0 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 SIM 6/Al2 SET 4 3/4" HR RATED 8 — 3 0 x 7 0 1 A ALUM 1 3/4" — B ALUM — 4/Al2 4/Al2 SIM 4/Al2 SET 2- 9 — 3 0 x7 0 1 D SCWD 1 3/4' — B ALUM. — 6/Al2 6/Al2 6/Al2 SET 4 3/4" HR RATED 10 — SEFx PL N 2 F — — — MFG — — 3/Al2 — — MFG MFG SPECS 11 — 3 0 x7 0 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4" 12 — SEEx PL N 2 F — — — MFG — — 3/Al2 — — MFG MFG SPECS 13 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 3 — 14 — 3 0 x 7 0 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4 HR RATED 15 — 30x70 1 C MTL 1 3/4" — B MTL — 5/Al2 5/Al2SIM 5/Al2 SET 8 3/4 HR RATED 16 — 3 0 x7 0 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4" HR RATED 17 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 3 — 17A — SEFx PL N 2 F — — — MFG — — 3/Al2 — — MFG MFG 18 — 3 0 x7 0 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4 HR RATED 19 — 3 Ox70 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4" HR RATED 20 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 5 — 21 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 5 — 22 — 3 0 x7 0 2 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 3 — 23 — 3 0 x7 0 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4" HR RATED 24 — 3 0 x7 0 1 D SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4 HR RATED 25 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 3 — 26 — 3 0 x 7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4 HR RATED 27 — 3 0 x 7 0 1 C MTL 1 3/4" — B MTL — 2/Al2 2/Al2 1 /Al2 SET 8 3/4" HR RATED 28 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 1 /Al2 1 /Al2 — SET 4 3/4 HR RATED 29 — 3 0 x7 0 1 C SCWD 1 3/4" — B MTL — 1 /Al2 1 /Al2 — SET 4 3/4" HR RATED 30 — 3 0 x 7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4" HR RATED DOOR SCHEDULE ABBREVIATIONS: IM — INSULATED METAL SCW — SOLID CORE WOOD HM — HOLLOW METAL P2, P3, P4 — SEE PAINT SCHEDULE DOOR DOOR DOOR DOOR DOOR TYPE TYPE TYPE TYPE TYPE A B C D E ALU M 1 /4" CLEAR TEMPERED GLASS FRAME TYP E A FRAME TYPE B .R PHW — PRE HUNG WOOD BI—FOLD DOOR OPRE —FINISHED WHITE ALUM. FIXED BLADE STORMPROOF LOUVER WITH BIRDSCREEN DOOR AND FRAME TYPES 36" ACCORDIAN DOOR DOOR TYP E F D O O R S C H E D U L E MARK DOOR FRAME DETAILS REMARKS Li m Q N O o i- I- F- z Q C� � J Q W I- Q V) W z Y U W 0 D J Q W Q :Eo _ W w Q W I Q J cn w Q � I- QW I cn 31 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4" HR RATED 32 — 3 0 x70 1 E WD 1 3/4" — — — — 3/Al2 3/Al2SIM 3/Al2 MFG MFG SPECS 33 — 3 0 x70 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 5 — 34 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 6 3/4 FIRE RATED 35 — 3 0 x70 1 C SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4 FIRE RATED 36 — 3 0 x7O 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 3 — 37 — 3 0 x70 2 B SCWD 1 3/4" — A MTL — 6/Al2 6/Al2 6/Al2 SET 7 3/4 FIRE RATED SECOND FLOOR DOORS 40 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 5 — 41 — 3 6 x70 1 — — — — — — — — — — MFG MFG SPECS 42 — 3 0 x7O 2 B SCWD 1 3/4" — A MTL, — 6/Al2 6/Al2 6/Al2 SET 4 3/4 HR RATED 43 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 5 — 44 — 3 0 x 7 0 1 C MTL 1 3/4" — B MTL — 5/Al2 5/Al2 5/Al2 SET 9 — 45 — 100x70 2 F — — — MFG — — 3/Al2 — — MFG MFG SPECS 46 — 100x70 2 F — — — MFG — — 3/Al2 — — MFG MFG SPECS 47 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 5 — 48 — 3 0 x70 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 5 — 49 — 3 0 x7 0 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 10 3/4 FIRE RATED 50 — 3 0 x70 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 10 3/4 FIRE RATED 51 3 0 x7O 1 B SCWD 1 3/4' — B MTL — 6/Al2 6/Al2 6/Al2 SET 4 3/4 FIRE RATED 52 3 0 x7 0 1 C SCWD 1 3/4" — B MTL — 1 /Al2 1 /Al2 1 /Al2 SET 4 3/4 FIRE RATED 53 — 4 0 x6 8 1 E WD 1 3/4" — — — — 3/Al2 — — MFG MFG SPECS 54 — 4 0 x6 8 1 E WD 1 3/4" — — — — 3/Al2 — — MFG MFG SPECS 55 — 3 0 x70 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2_ 6/Al2 SET 6 3/4 FIRE RATED 56 3 0 x8O 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 10 3/4 FIRE RATED 57 2 0 x6 8 1 E WD 1 3/4" — — — — 3/Al2 — — MFG MFG SPECS 58 — 3 0 x7O 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 3 — 59 — 3 0 x70 1 B SCWD 1 3/4" — B MTL — 6/Al2 6/Al2 6/Al2 SET 10 3/4 FIRE RATED 60 — 4 0 x6 8 1 E WD 1 3/4" — — — — 3/Al2SIM — — MFG MFG SPECS 61 — 4 0 x6 8 1 E WD 1 3/4" — — — I — 3/Al2SIM — — MFG MFG SPECS 62 — 3 0 x7 0 2 A SCWD 1 3/4" — A MTL — 6/Al2 I 6/Al2 6/Al2 SET 7 3/4 FIRE RATED Apr 19, 2003 -- 00:23:18 C:\SDSK\PROJ\MTCALV\MTCALA1l.DWG JJ BARDWARE SCIIEDULE: HARDWARE SET 1 ALUM STORFRONT ACTIVE LEAF 1 EA LEVER HANDLE W/ PRIVACY SET 1 1 /2 PR HINGES 1 EA CLOSER 1 EA STOP/HOLDER INACTIVE LEAF 1 1 /2 PR HINGES 1 PR FLUSH BOLT 1 EA STOP/HOLDER 1 EA H.C. THRESHOLD (BOTH LEAFS) HARDWARE SET 2 ALUM STORFRONT 1 EA LEVER HANDLE W/ PRIVACY SET 1 1 /2 PR HINGES 1 EA CLOSER 1 EA STOP/HOLDER 1 EA H.C. THRESHOLD HARDWARE SET 3 1 EA LOCKSET PRIVACY (FUNCTION) 1 1 /2 PR HINGES 1 EA CLOSER HARDWARE SET 4 (FIRE RATED) 1 EA LOCKSET CLASSROOM (FUNCTION) 1 1 /2 PR HINGES 1 EA FLOOR STOP 1 EA CLOASER HARDWARE SET 5 1 EA LOCKSET CLASSROOM (FUNCTION) 1 1 /2 PR HINGES 1 EA FLOOR STOP 1 EA CLOASER HARDWARE SET 6 (FIRE RATED) DOORS 34 AND 55 1 EA LOCKSET PASSAGE (FUNCTION) 1 1 /2 PR HINGES 1 EA CLOSER 1 EA WALL STOP 1 EA CLOSER HARDWARE SET 7 (FIRE RATED) DOORS 37 AND 62 ACTIVE LEAF 1 EA LOCKSET CLASSROOM (FUNCTION) 1 1 /2 PR HINGES 1 EA CLOSER 1 EA WALL STOP INACTIVE LEAF 1 1 /2 PR HINGES 1 EA CLOSER 1 EA WALL STOP 1 EA THRESHOLD 1 EA CLOSER HARDWARE SET 8 (FIRE RATED) DOORS 15 AND 27 EXT. DOORS 1 EA LOCKSET ENTRY (FUNCTION) 1 1 /2 PR HINGES 1 EA CLOSER 1 EA FLOOR STOP 1 EA CLOSER HARDWARE SET 9 DOOR 44 EXT. DOOR 1 EA LOCKSET ENTRY (FUNCTION) 1 1 /2 PR HINGES 1 EA CLOSER 1 EA FLOOR STOP 1 EA CLOSER c �9 HARDWARE SET 10 (FIRE RATED) 1 EA LOCKSET PRIVACY (FUNCTION) 1 1 /2 PR HINGES 1 EA CLOSER GENERAL NOTES: 1. ALL INTERIOR AND EXTERIOR H.M. DOORS AND FRAMES SHALL BE FACTORY PRIMED FINISH. 2. ALL INTERIOR AND EXTERIOR H.M. DOORS SHALL BE MEDIUM DUTY WITH HONEY COMB FILL INSULATION 3. ALL EXTERIOR DOOR HARDWARE SHALL BE MEDIUM DUTY WITH NON CORROSIVE HARDWARE. 4. ALL INTERIOR DOOR HARDWARE SHALL BE MEDIUM DUTY WITH A BRUSH CHROME OR SATIN FINISH. CERTIICATI N� I ce tify that I hPve rep lewed theseV(ans and tha the pans c nforr� o FBC 001, wind velocityy 120 Mph�No \ other CertlfI tlons are gra tea b�j this Temen . Date M 00 00 c,p rnM O W) [V z V) 0 ® � o a z L f— w w o' m iM z 0 0- LA a 00 revisions 0 A 0 0 0 project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A - 11 12 of 5/8" GWB ON 7/8" MTL FURRING (BOTH SIDES WHERE INDICATED ON FLR PLANS) LINTEL BLOCK, SEE STRUCTURAL _ SHTS (2) 2 x 7/8" PT BLOCKING CORNER BEAD AT CORNER AND J- MOLD AT FRAME CONT SEALANT HM FRAME CONT SEALANT HEAD 5/8" GWB ON 7/8" MTL FURRINC (BOTH SIDES WHERE INDICATED O FLR PLANS) 8" CMU, GROUT AND REINFORCE CELLS PER STRUCTURAL SHTS (2) 2 x 7/8" PT BLOCKING CORNER BEAD AT CORNER AND J- f 11 J MOLD AT FRAME L_____J L'., _ _J CONT SEALANT HM FRAME WITH "T" ANCHORS - BAC K FI LL FRAME WITH MORTAR CONT SEALANT THRESHOLI 1 /4" EX P CONC SLA JAMB 3" = 1 '-0" - THRESHOLD 5/8" GWB ON 7/8" MTL FURRIN (BOTH SIDES WHERE INDICATED ON FLR PLANS) LINTEL BLOCK, SEE STRUCTURAL SHTS (2) 2 x 7/8" PT BLOCKING :� •;• +�' CORNER BEAD AT CORNER AND J- MOLD AT FRAME CONT SEALANT HM FRAME CONT SEALANT HEAD 2 3" = 1'-O" - Jan 01, 1980 — 12:00 MTL BM, SEE STRUCTURAL SHT 1 /2" x 1 1 /4" WD BLOCKING ACCORDING DOOR TRACK WITH HEAD MACHINE BOLTS AT 16" ACOUSTICAL CEILING ON MTL S SYSTEM TERMINATE AT DOOR TI ACCORDING DOOR MATERIAL AN INSTALLATION PRE-MANUFACTUF SMOOTH STUCCO FINISH KNOCK DOWN STYLE OVER PAPERBAC' ' ON METAL SIDIN TYP. FRONT ELE ALUM M U LLI C DOOR HEAD ALUM DOOR 1 /4" TEMPEF 5/8 PLYWOOD METAL SIDING GIRT 2" BATT INSULATION WITH VINYL FACED VAPOR BARRIER METAL SIDING CLOSURE STRIP HEAD FLASHING SEALANT EACH SIDE HOLLOW METAL FRAME 1 3/4" HEAD 5 HOLLOW METAL SCALE: 1 1/2"=1'-0" - INSULATED DOOR HOLLOW METAL INSULATED DOC ALUM. THRESH( W/ WEATHER c SET IN MASTIC HEAD 3 3" = 1 '-0" - SILL SCALE: 1 1 /2"=1'-0" SEE FLOOR PLANS SHEET Al AND A2 FOR PARTITION WALL TYPE FG FRAME SIZE T) 1 3/4" DOOR DOOR HEAD 4 3" 1 '-0" - LA B DOOR BOTTOM RAIL WITH S LAS S OOR SHOE WITH RAIN AD VINYL SEAL )LE THRESHOLD, BED IN VINYL EDGE STRIP VI NYL TI LE DOOR THRESHOL 3" = 1 '-0" CONT SEALANT, EA SIDE TYP. 5/8" GWB ON EA SIDE OF 3 5/8" MTL STUDS METAL SI CLOSURE HEAD FL 2" BATT INSULATION WITH VINYL FACED VAPOR BARRIER SEALANT OSURE STRIP 'E-FINISHED WHITE ;ED GLASS WINDOW WITH CLEAR FLOAT GLASS WIN -HEAD SCALE: 1 1/2"=1'-0" - CONT SEALANT PRE -FINISHED WHITE ALL AROUND TYP. FIXED GLASS WINDOW WITH CLEAR FLOAT GLASS SILL FLASHING CLOSURE STRIP SEALANT METAL SIDING 2" BATT INSULATION WITH VINYL FACED VAPOR BARRIER WIN -SILL 7 SCALE: 1 1/2"=1'-0" - 1 LAYER OF 5/8" GWB EACH SIDE ON 3 5/8" MET. STUDS AT 16" O.C. CONT SEALANT, EA SIDE H.M. FRAME HEAD 6 SCALE: 1 1/2 "=l'-0" - 5/8" GWB ON EA SIDE OF 3 5/8" MTL STUDS CONT SEALANT, EA SIDE HM FRAME WITH COMPRESSION ANCHORS AT JAMBS JAMB 6 SCALE: 1 1 /2"=1 ' -0" - SILL SCALE: 1 1/2"=1'-0" DOOR/ WINDOW AND LOUVER DETAILS METAL SIDING HEAD FLASHII PRE —FINISHED WHITE ALUM. WALL LOUVER W/BIRDSCREEN GIRT HEAD 8 SCALE: 1 1 /2"=1'-0" - PRE-FINISHEC WHITE ALUM. WALL LOUVER W/BIRDSCREE SILL FLASHINC CLOSURE STR METAL SIDING MTL CORNER BEAD SILL K 8 SCALE: 1 1 /2"=1'-0" - 40 x 7 1 M 00 m 00 rN o N M z F V) w o~ � o (D z LL �-= w � Q w m r-� V) z 0 c� w N 00 • f • revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 Al2 L 13 of 1 T T T 5 I I I ( I R CI 4Nr— 1,nAm Ir I 4 ICKBIIIIII I1I-EN�203 VESTIBULE MECHANICAL RM O 107 FINISH FLOOR ELEVATION U'—U-'F ELEVATION 0'-0" BUILDING CROSS SECTIONS 6A 3/16"=1'-0"A C R A 12 12 I I12 FILNG H.P. EL14'-0" �4 EAVES HT.OL II _EAVES HT. EL. 25'-0" AFF EL. 25'-0" AFF CEILING L.P. EL9'-0" ELEHICANAL RM. CORR FOUR FIVE YR. FELLOW2HHIP AREA REMOVABLE STAGE ORAGE WAIT 2O1 DOOR 213 212 101EE ELEVATIONEE ELEVATION 12151 OR BRG WFOR BRG RO O 0 I I SCHOOL AGE 1 N BAH N N CORR MECICANAL RM. 111 A ONE TWO YR.--------- THREE/FOUR YR. ACH RM. 121 CORR--_____ - 101 ELEV------- 02------- I DOOR ,F ISH FLOORFlNIS FLOOR ELEVATION 0 -0 I ELEVATION 0'= L--.Jll BUILDING CROSS SECTIONS I BUILDING CRO SS SECTIONS 3/16'=1'-0' 3/16•_1 0 GRAPHIC SCALE 12"0 3' 6' 9' 12' 15' CERT1cI,FA IWI❑N, I rtlfy hat I have rDeavtl�!ewed these plays and t at the ans c orm t FBC 001, v(Ind veloctyy 120 m h. No ohr cerfation are gr ted b this st temeA Feb 08, 2003 12147,18 CI\SDSK\PROJ\MTCALV\Mtcalal3,dwg JJ 3 16"=1-0" IIIiI �I'II Ii1IIi'IIIIjIiIiIIIIjj M P� 00 cD I 00 c� N �rn � N Z W z LL- W W d LLJ co i Cf Cn revisions project no The Load JJ drawn by JJ checked by JJ date — 6-6-03 A-13 L 14 0f revisions project no The Load JJ drawn by JJ checked by JJ date — 6-6-03 A-13 L 14 0f , SANFORD FIRE DEPAR`f'MENT PIKE PRE VEN770NDIVISION 300 N. Park Ave., Sanford, I+l. 3277.1 / 1". U. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Yager (407) 918-0395 Plans Review Sheet Date: August 11, 2003 Business Address: 1109 W. 12 th Street Occ. Ch. #12(Assernbly) Business Name: New Mount Calvary Missionary Baptist Church Inc Ph. (407) 323-5224 Contractor: Unknown at time of submittal Architect/Engineer: J.J. Designs Reviewed [ ] Reviewed by: Ph. 0 Ph. (321) 768-6873 Ph. ( ) Rejected Timothy Robles, Fire Protection Inspector/Plans Examiner--/ Comment: Plans reviewed as (Assembly) Occupancy (11, 280 sq. ft. ) FD reserves right to require applicable code requirements if occupancy use changes. Sprinkler plans to be submitted for review, permitting, and inspections ( design criteria stated). If separate certified contractor does underground txreline, plans to be submitted for review, permitting, and inspections. Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with fire sprinkler plans. Fire Alarm plans to be submitted for monitoring of fire sprinkler system and total occupant notification through -Out building. 1.1 Application — New Building. Two story Assembly/Educational Occupancy r With fire sprinkler protection 1.2 Mixed -- First Floor Educational/ Second Floor Assembly 1.3 Special Definitions —.Less concentrated use without -Fixed seating Classification of Occupancy ��ssetnbly) PstEQGc tlpCyLQGzG�,S`lny mClln e�tr e�; �oor 1.5 Classification of Hazard of Contents — ordinary 1.6 Minimum Construction — Shall comply with table 12.1.6 2.2 Means of Egress Components — Rear doors meet 36" minimum I FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / 11. 0. Box 1788, Sanford, Fl. 32772 (407 302-2520 / EAX (407) 330-5677 Pager (407) 9.18-0395 2.3 Capacity of Egress — Per table 7.3 in (E EP. C'.) Four (4) remote EXIT Doors 2.4 Number of Exits —.Four (4) remote EXIT Doors 2.5 Arrangement of Egress — Remgtly local�d trth b`itlldtrt Stly (b(l) feet 14s1p1 h _vf k. 2.6 Travel Distance — Exits were placed less than 75, from any point of travel inside building. 2.7 Discharge from Exits — O.K., will field test at finial 2.8 Illumination of Means of Egress-,Yvtll,, i�ld k6'st:aQ'l 41 2.9 Emergency Lighting -- emergency lights required inside main electrical room and room housing main fire alarm control panel 2.10 Marking of Means of Egress —Additional Exit sign could be required at time of finial fire inspection 2.11 Special Features — Residential ovens will be used (per August 6, 2003 letler) 3.1 Protection of Vertical Openings — Cooking shall be for re -wasting food only. No frying allowed per NERA 996. 3.2 Protection from Hazards — �S`ctnfoWe" area will lgtttre; c%GucardtctYt flt erltng csg system taokttgpr'ocfctces grease' ladencpzts 3.3 Interior Finish — Class "A" &"B" only allowed 3.4 Detection, Alarm and Communications Systems — G1,�pec i�f�P=I7iviti ph,�n ync�rtcl�u tYir/ >ct(l„stctcs�y�s�ct� Gchl>inderF414 3.5 Extinguishing Requirements —as per NFPA 10; submittal approved per lile safety plan 3.6 Corridors — See Sanford building dept. for construction requirment - 4 Special Provisions - 5 Building Services 5.1 Utilities Poste°I'nicln,0l.4cg�ouer tvt (�1 slpVes''rec{{r'`Sytoe /Qv� tt;;ecl fqt rt h�attng food only„¢y uf'cl�t s"uf lh� Sr`v`r'1'f''cy'e trJtent'j 5.2 HVAC — as per LSC 9 2 (tie'"alllztct detetviinio rr{�icr�'tre ularfzi ptiZ'1) 2 Sri 1tsJ may:: SANFUR.D FIRE DEPAR I'MEN"1' FIRE PRE'VENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / 1'. O. 13ox 1788, Sanford, H. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Elevators, Escalators, Conveyors (4A-47) — (2) two smoke detectors required inside elevator pit, Label door to elevator room "Main Elevator Room" 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Other: NFPA 1 3-5.1 Fire Lanes — Required by F D. C hose connection 3-6.1 Key Sox Rer%1��d,'yall��zelci v�fy, se'e appl�t�Qii 3-7.1 Bldg. Address Number Posted and Legible — Reclrtixec, Wzli feacl ver�ty,sct blo 8' 3/S'=1'-0' SECOND FLOOR STAIR P 3/8'=1'-0' 1 - 21)) - 2 E OF SLAB 1' 2I° (;FF nF ql AR NOTES: 1, ALL C❑NC, TREADS, RISERS AND STRINGERS TO BE PAINTED 2,ADJACENT VESTIBULE WALLS TO BE PAINTED Mar 09, 2003 - 1519�03 CADrawin9s\MtCal\Mtcalal4,dwg AC STAIR SECTION 3/B'=1'-0' 5/8" C/D, T&G PLYWOOD CONT JOIST BRIDING ©MID SPAN CON T JOIST TRACK W/ CLIP © EACH JST—ANCR CLIP & TRACK W/2 — 3/16x1-1 /4 TAPCON AT EACH JST END 7 1 /4", 18GA STL JOISTS — 024 O/C(SPAN SHORT DIM) 2 LAYERS 1 /2" TYPE "C" GWB ON BOTTOM NOTE: ALL CONSTRUCTION SHALL CONFORM TO UL DESIGN NO. L524 — REQ'D OVER STAIRWELLS ONLY 5 2'- 0" 0 STAIR SECTION 3/80=11-01 N� 1 I ---!OUR FIRE RATED CMU TYP 1 1 /2" DIA STL STRANDS, (5) EQ SPACES AT STAIRS AND (7) EQ SPACES AT LANDINGS TYP 1 1 /2 210 STL POST TYP FORMED STL RISER TYP STL TREAD PAN WITH 1 1 /2" FIBER REINFORCED CON C FILL AND RESILIENT STAIR TREAD 7" ERTIFI ATINN� ►� certffy thatII have revIe ed �ese pans an that the pla s con orM to I Ind vel clty 12 tl Mph, o her certlflco ns ar grant d by hls st ter*te M 00 00 co do 40% N M n O z F— N M V) w ck:� OJ �® O v z �. w Q w M V) z o �- F-- -I w Q M 00 • revisions A A A 0 0 0 project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-14 15 of Date revisions A A A 0 0 0 project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-14 15 of Date STL. PAN AND CONC. FILL w/ STL. ANGLE PITCH BLOCK ® EACH TREAD AND RISER 1 1/4 x1 1 /4"x3/16" WELD TO STRINGER 333x33x3/16" STL. EDGE ANGLE --\ STL. PAN AND CONC. FILL MC 12 X 10.6 STL. w STL. ANGLE PITCH �\ CHANNEL STRINGER BLOCK @ EACH TREAD AND RISER 1 1/4"x1 1/4"x3/16" \\ CLIP ANGLE ®/FOOT 2 1/2" X 3/16" WELD TO STRINGER OF STRINGER \ 4" CONC. SLAB w/ \ 3/89$0 EPDXY EXPANSION REIF. PER STRUCT. DWGS. ONE A ANCHOR REF. SPEC. %I TYPICAL HANDRAIL SYSTEM SEE DTL. 4" OF POROUS FILL \\\ I r 40 �� \ I MC 12 X 10.6 STL. i (2) #4's CONT. ® ;: r. :: CHANNEL STRINGER MC12 X 20.7 STEEL THICIKCENED SLAB ACROSS .' i' SUPPORT CHANNEL ; :':ter •• �, 4 , TERMINATION AND WELD TO EMBED BOTTOM OF STAIR WELD TO STRINGER STAIR TERMINATION BOTTOM LANDING 1 1/2 $$ = 1'-0" 3" CONC. TOPPING ON 1 " "FORM DECK" 26 GA. w/2.5VS6 JOISTS 24" O.C. TYPICAL HANDRAIL SYSTEM SEE DTL. MC 12 X 10.6 STEEL CHANNEL STRINGER 3" CONC. TOPPING ON 1 " PLATE LOCATED EITHER "FORM DECK" 26 GA. SIDE OF LANDING w/�2.5VS6 JOISTS ® L�e REF. DTL. 2/A6.5 24 O.C. W/6 X 6 10/10 W.W.F. STAIR TERMINATION INTERMIDATE LANDING r2_7� 1 1/2 ps = 19 -0" L0100 Ln100 8„ Lel 0 0 8 ,, 3/ 16" 4" SECTION 8 W/6 X 6 10/10 W.W.F. �" THICK STL. ' 4,\ \ PLATE (BASE PLATE) 4" X 4" X 1 /4" STL. n►oa\ (0 \\ TUBE SUPPORT COL. \� �� 3/80 X 4 EPDXYs MC12 X 20.7 STEEL �� ANCHOR BOLTS _ oer SUPPORT CHANNEL \\ STL. PAN AND CONC. FILL CONC. FLOOR SLAB WELD TO STRINGER w/ STL. ANGLE PITCH AND WELD TO EMBED \\ BLOCK ® EACH TREAD AND ... PLATE LOCATED EITHER \\ RISER 1 \ 1 4" X 1 1 /4" X 3/16" f f ': ` }� .•• • • SIDE OF LANDING WELD TO STRINGER REF. DTL. LANDING TERMINATION TOP OF STAIR 4 SECTION THRU COLUMN, BASE PLATE 5 1 1/2 " _ 1,-O„ _ 3„ _ 1,-02$ _ 9 TfREADS Q 11" = V -311 CAP END OF STRINGER TYP. TYP. 10 TREA, )5 6 11"=q1-3-g' 11 SECTION agCONVENIENCE STAIR 3/8" = 1'-0" co I rn CONVENIENCE STAIR FRONT ELEVATION 3 8 = 1 -0 3" CONC. METAL FL( V / 1 V STUD W/ 5/8" GWB METAL SIDING CROSS SECTION THRU LANDING ag CONVENIENCE STAIR 3/8" = 1'-0" 18'-5" 1 1 /2" O.D. PIPE tu GUARDRAILING Q 1L X l'7 a z O � I z O w 3/16" TL. PAN AND CONC. FILL MC 12 X 10.6 STL. CHANNEL STRINGER PITCH BLOCK---4��STL. STAIR PAN BEYOND SECTION THRU STAIR HANDRAIL 1 1/2 ss = 1'-0" OUT SIDE FACE OF BUILDING 1A" O.D. PIPE GUARDRAIL AT LANDING METAL RISER MC12x10.6 CHANNEL STRINGER STL. PANEL STAIR w/CONC. FILL - 3 1/6' TYPnil ®CHANNI 3/16" V TYP. ® CHANNEL MC12 X 10.6 CHANNEL STRINGERI 4" X 4" X 1 /4" STL. C12 X 20.7 STL. CHANNEL I TUBE (PTD) CONT. PERIMETER OF PLATFORM (PTD)- / CROSS SECTION THRU LA LING a� CONVENIENCE STAIR 1 1 /4" O.D. STL. PIPE GUARDRAIL (PTD) N � \ lU (D CF1 /2" THICK STL d I z KICK PLATE ►� v 3 1 /2" CONC. TOPPING ON d- MTL. FL. DECK z •, _• 4 • CONT. 1 /2" THICK STL. KICK PLATE (PTD.) PROVIDE END CLOSURE I i / I 3j0$x 3111xj" STL. L 1 1/2 3$ 19 = 11--V I 6" NNEL 0.7 STL. CONT. ')TL. 0o c.ca 0o CV r-0 I-- CD N c) W ap AV O O _j J z w w Q m v) g z n 0 t] W N M 00 t` r- revisions 0 0 0 0 0 0 Vproject no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A15 16 of MUST BE SUBMITTED WITH CONSTRUCTION PLANS BREVARD COUNTY BUILDING DIVISIONI ANCHOR AND TIE. -DOWN CONNECTION "RESIDENTIAL CONSTRUCTION SCHEDULE ONLY" THIS SCHEDULE IS TO COINCIDE WITH THE TRUSS LAYOUT. .PLEASE IDENTIFY ALL INDIVIDUAL CONNECTORS FROM TRUSS TO FOUNDATION. 1DENTIF'Y LOCATION RAFTER OR TRUSS -TO BOTH TOP PLATES FIRST FLOOR STUD TO STUD TO B0170M PLA BOTTOM PLATE TO BOTH TOP PLATES TO SPUD: BOTTOM FLOOR STUD: FOUNDATION: OF CONNECTIONS OR LINTEL BEAM: PER TRUSS LAYOUT MAKE MAKE UPLIFT ;)�itE REQ'D: 000-500 lbs CONNECTOR 7 CONNECTOR CONNECTOR CONNECTOR CONNECTOR IDENTIFY LOCATION RAFTER OR TRUSS TO BOTH TOP PLATES FIRST FLOOR STUD TO STUD TO BOTTOM PLA BOTTOM PLATE TO OF CONNECTIONS BOTH TOP PLATES OR LINTEL BEAM: TO STUD: BOTTOM FLOOR STUD: FOUNDATION; PER TRUSS LAYOUT -rti'('Q- y xaWF UPLIFT-oZw<,S 6 MAKE MAK IJA MAIE IIAKE REQ'D: 500--1000 Ibs CONNECTOR CONNECTOR CONNECTOR CONNECTOR CONNECTOR IDENTIFY LOCATION RAFTER OR TRUSS TO BOTH TOP PLATES FIRST FLOOR STUD TO STUD TO B0170M PLA BOTTOM PLATE TO BOTH TOP PLATES TO SPUD: BOTTOM FLOOR STUD FOUNDATION: OF CONNECTIONS OR LINTEL BEAM: PER TRUSS LAYOUT UPLIFT KE M E MAKE E REQ'D: 1000-1500 lbs CONNECTOR CONNECTOR CONNECTOR CONNECTOR CONNECTOR IDENTIFY LOCATION RAPPER OR TRUSS TO BOTH TOP PLATES i BOTH TOP PLATES TO STUD: FIRST FLOOR STUD T BOTTOM FLOOR 5TU : STUD TO BOTTOM P E: BOTTOM PLATE TO FOUNDATION: OF CONNECTIONS OR LINTEL BEAR: PER TRUSS LAYOUT lIA M )d MA UPLIFT REQ'D: 1500-2000 lbs CONNECTOR CONNECTOR CONNECTOR CONNECTOR CONNECTOR FOR OFFICE USE ONLY PERMIT NO, PERSON RESPOI7,iBLE FOR PRINT NAME: ^A, (L SIGNA RE: PAG�j< < CTION OF CONNECTORS: I SSTD 10-92 USERS j `y�Gr/`�(� )''VUATE: 6 li 3 IDENTIFY LOCATION RAFTER OR TRUSS TO OF CONNECTIONS BOTH TOP PLATES PER TRUSS OR LINTEL BEAM: LAYOUT: UPLIFT �� i '� REQ'D: ,,•., 5%% t� .eta }BAKE z)1-1 PA D 2 —' MODEL CONNECTOR IDENTIFY LOCATION RAFTER OR TRUSS TO OF CONNECTIONS BOTH TOP PLATES PER TRUSS OR LINTEL BEAM: LAYOUT: UPLIFT i t_-�JNLY C Gxo'IM5 MAU MAKE �' $�$ J $ULT"S �� iv1 � ►p t elWf'S MODEL CONNECTOR BOTH TOP PLATES FIRST FLOOR STUD TO STUD TO BOTTOM PIA BOTTOM LATE TO TO STUD: BOTTOM FLOOR STUD ON M KE ]RAKE CONNECTOR CONNECTOR /CONNECTOR CONNECTOR BOTH TOP PLATES TO STUD: FIRST FLOOR STUD TO BOTTOM FLOOR STUD STUD TO BOTTOM PLA '' OM GATE TO BOTTUN KE M CONNECTOR CONNECTOR CONNECTOR CONNECTOR USE THE AREA BELOW TO DISCRIBE UNUSAL TYPE TIE --DOWNS AND SHOW A]1L PERTENIENT INFORMATION ON PLANS SUBMITTED FOR REVIEW. u PUFF �2v c�nr i C6c vi rvy �✓► 5 c �� ✓ Y t3l—r— (IF SSTD 10-93 NOT USED PRINT ENGINEERS NAME — ` FLA. REGISTRATION V Q . �" � CAI ENGINEERS SIGNA 2r-• cvrwksht/mt/disk e ®SEE ELEVATION FOR BRG FRONT ENTRY SECTION SEE CONNECTOR SCHEDULE FOR ALL CONNECTORS TYR PRE ENGINEERED TRUSSES METAL ROOF TRIM CLOSURE SEE ELEVATION qllFOR BRG METAL FASCIA METAL S❑FFIT SEE CONNECTOR' SCHEDULE FOR ALL CONNECTORS 16"X16'0 CMU COL 24'"X24'v SQ. CMU BASE - 4" CONIC, SLAB W/ GX6 - W1,4xW1,4 W.W.F. ENTRY SECTION PRE ENGINEERED TRUSS (2) (2x12 HEADER SEE CONNECTOR SCHEDULE FOR ALL CONNECTORS 16"0 CMU COLUMN SMOOTH STUCCO FINISH W/ KNOCK DOWN STYLE OVER PAPER BACK METAL LATH AND VERT. METAL SIDING May 13, 2003 - 1546i37 D:\JR1111T\Mtcalal6,dwg Robert C. T '-6" 12 4 - J 3" CON C. W/ MWF 6x6 10/10 SWG ON METAL DECK AND STEEL JOI ST, B EAM S W/ SPRAY APPLIED FIRE RESISTIVE MATERIALS. CONFORM TO ANSI/UL 263 DESIGN NO. G804 FINISH FLOOR ELEVATI❑N 0'-0 7 1 /4", 18 GA, STL JOISTS AT 24" OC WITH (2)LAYERS 1 /2" TYPE "X" GWB, BOTT AND 5/8" T&G PLYWD, TOP CONFORM TO U L DESIGN L524 TYPICAL 1 HOUR RATED CLG CONSTRUCTION: ELEVATOR SECTION 1/2'=1'-0' TOPOF WALL EL, 24'-8" ENLARGED 1/4'=1'-0' 3" CON C. W/ MWF 6x6 10/10 SWG ON METAL DECK AND STEEL JOIST,BEAMS W/ SPRAY APPLIED FIRE RESISTIVE MATERIALS. CONFORM TO ANSI/UL 263 DESIGN NO. G804 ELEVATOR C RTIFICATION I certlfZ that I have reviewed th, se plans and that t `e plans conforms to FBC 2001 wind velocity 1?0 mph, No oth\r certiflc5tlons are granted by this staters nt, Dale M 00 cD I 00 CO M o �rn N M � V) w o o � 7-1 w w o0 V z < a w IV Z M 00 C revisions 0 A 0 A 0 0 project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-16 STAIR DETAIL , N.T.S. A5 1 1/2 " DIA CONCRETE S METAL DECK POUR STOP STEEL CHAN (SEE STRUC- 1 1/2 SQ. TUBE POSTS & RAILS TREAD NOSING STL. STRUCT. REF. STRUCT. STRINGER - REF. STRUCT. 1 '1 /2 POST M TL. F TREAD RISER STRIN( REF. � STAIR DETAIL 2 N.T.S. A5 STAIR DETAIL 4 N.T.S. A5 CONCRETE FILL STEEL PAN TREAD AND RISER STEEL STRINGER CONCRETE f STEEL PAN AND RISER STEEL STRII` STEEL ANGL EXPANSION CONCRETE STAIR DETAIL 3 N.T.S. A5 STAIR DETAIL 5 N.T.S. A5 1/2 " DIA. PIPE JL 3/8" EXP. Bi @ EA. BRACT, STL. BRACKE & HANDRAIL STAIR DETAIL r6 N.T.S. A5 A rUn IFi�ATI❑Ni certifl that I have `reviewed e fans an that he plans confo r� to FBC 20 1, ve ocityy 12 Mph, N ` r c rtlflca Ions ar granted by Mils st ter�en , M 00 �n I 00 cn r-. N r",M CD On M F-- r 0;:� o W o Z W F W a w m F- h—� V) z � 0 w N 00 t` A A 0 0 0 0 r revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-17 18 of / May 13, 2003 - 15147113 DI\JR00T\Mtca(al7,dwg Robert C, Date GIRT STEEL REF. E 3 5/� © 16' EXTEND GYPSUM BOARD TO UNDERSIDE OF METAL ROOF @ FIRE RATED PARTITIONS SUSPENDED ACOUSTICAL CEILING - WALL ANGLE 5/8" GYPSUM BOARD Of 3-5/8" METAL STUDS 16" O.C. MAX. COLUMN DETAIL SCALE 1 1 /2 HEADER DETAIL N.T.S. -'� SUSPENDED ACOUSTICAL CEILING WALL ANGLE 5/8 " GYPSUM BOARD (TYPE X @ FIRE RATED PARTITIONS) BRACE TO ROOF STRUCTURE ® 4'- 0" O.C. FELLOWSHIP AREA EXTEND GWB TO 6" ABOVE CEILING GRID VARIES CEILING SECTION N.T.S. Apr 20, 2003 - 09128i32 Ci\SDSK\PROJ\MTCALV\MTCALAI8,DWG JJ 5/8" GYPSUM BOARD ON 3-5/8" METAL STUDS 16" O.C. MAX. 5/8 GYPSUM BOARD, TYPE X © FIRE - RATED PARTITION 5/8" GYPSUM BOARD ON 3-5/8" METAL STUDS 16" O.C. MAX. 5/8" GYPSUM BOARD ON 3-5/8" METAL STUDS 16" O.C. MAX. SUSPENDED ACOUSTICAL CEILING WALL ANGLE ACOUSTICAL CEILING TI LE GIRT 5/8" GYPSUM 3-5�8" METAL 16 O.C. MA STEEL COLUMN REF. STRUCT. 5/8" GYPSUM TYPE X © FIRE RATED PARTITII 3-5/8" METAL 24" O.C. MA HEADER DETAIL 3 5/8" MTL. STUDS ® 16 0. C. W/ 5/8" GWB COLUMN DETAIL SCALE : 1 1 2 WIRE HANGER 1 1 /2 FURRING CHANNELS © 4'-0" O.C. MAX. 7/8 HAT CHANNELS © 24" 0. C. MAX. • '----- SUSPENDED 5/8 GYPSUM BOARD CEILING J CONTROL JOINT 5/8 " GYPSUM BOARD (TYPE X @ FIRE RATED PARTITIONS) DOUBLE STUDS @ PASSAGEWAYS 5/8" GYPSUM BOARD ON 3-5/8" METAL STUDS ® 16" O.C. MAX. 5/8" GYPSUM BOARD, TYPE X © FIRE - RATED PARTITION DEADER DETAIL N.T.S. 5/8' GWB OVER 3 5/8' 1 STUDS W/ NOCK DOWN FI 1811 FIRE STOPPING MATERIAL DISSIMILAR WALL -COLUMN E LE V• 7 MATERIAL (EXIST. N. T. S. Al SLAB) EXPOSED CEILING PAINTED 'SUM BOARD )N VIETAL STUDS C. MAX. ACST. ULILINV IILL AS SCHEDULED CEf TIFICATI N, I certify that I h� ve re lewed these plan and t at the sans c nforrs to FBC 2001, wind` veloclt. 120 M h. No othel certl Icatlon are gr nted y this staters nt. 1 Hate r• 00 c0 I 00 c0 �y r ■ 1 C4 110 O F-- CV M to w �^ (D o W w Q w m �_m V) ::E z � O f-- w w IV 00 revisions 0 A 0 A project no fhe Lead JJ drawn by JJ checked by JJ date 6-6-03 A-18 L 19 of w 0 8 U v7 _ z 0 0 or w w CONTINUOUS 3 5/8" 25 GA. RUNNER TRACK. ATTACH TO METAL GRID AS REQUIRED R-19 FIBERGLASS INSULATION LAY -IN ACOUSTICAL CEILING AND METAL GRID SYSTEM 3 5/8" 25 GA. STEEL STUDS 0 24" O.C. W/ 5/8" GYPSUM BOARD EACH SIDE (IS-6" MAXIMUM HEIGHT) 3 1 /2" SOUND ATTENUATING FIBERGLASS INSULATION WHERE INDICATED ON PLAN GALV. STEEL BOTTOM TRACK ATTACHED TO CONCRETE W/ POWER ACTUATED FASTENERS 0 48" O.C. NON -RATED PARTITION 1 N.T.S. -- CONT. 3 5/8" 25 GA. RUNNER TRACK R-19 FIBERGLASS INSULATION LAY -IN ACOUSTICAL CEILING AND METAL GRID SYSTEM 3 5/8" 25 GA. STEEL STUDS 0 24" O.C. W/ 5/8" GYPSUM BOARD EACH SIDE (13'-6- MAXIMUM HEIGHT) 3 1 /2" SOUND ATTENUATING FIBERGLASS INSULATION WHERE INDICATED ON PLAN GALV. STEEL BOTTOM TRACK ATTACHED TO CONCRETE W/ POWER ACTUATED FASTENERS 0 48" O.C. NON -RATED PARTITION 5 N.T.S. - is w To w �-H r-� is GALV. STEEL DECK SEAL ALL VOIDS W/ APPROVED FIRE STOPPING MATERIAL AND SEAL ALL JOINTS W/ APPROVED FIRE STOPPING SEALANT LONG LEG SLIP TRACK ATTACHED TO STEEL DECK AND 6" 20 GA. STEEL RUNNER TRACK 0 48" O.C. ATTACH 3 5/8" 25 GA. STEEL STUD TO PARTITION AND STRUCTURAL MEMBER AS REQ'D 0 6'-0" O.C. R-19 FIBERGLASS INSULATION I� LAY -IN ACOUSTICAL CEILING AND METAL GRID SYSTEM STEEL STUDS 0 24" O.C. W/ 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. 3 5/8" 25 GA. = 13'-6" MAX. HT. 3 5/8" 20 GA. = 16'-0" MAX. HT. 6" 25 GA. = 15-0" MAX. HT. 6" 20 GA. = 23'-3" MAX. HT. 3 1/2" SOUND ATTENUATING FIBERGLASS INSULATION WHERE INDICATED ON PLAN GALV. STEEL BOTTOM TRACK ATTCHED TO CONCRETE W/ POWER ACTUATED FASTENERS 0 48" O.C. 1 HR RATED PARTITION 2 N.T.S. CONFORM TO UL #465 DESIGN - METAL ROOFING OR METAL DECKING SEAL ALL VOIDS BETWEEN TOP OF PARTITION & METAL ROOF PANELS AND SEAL AROUND ALL ITEMS WHICH PENETRATE THROUGH THE WALL SUCH AS ROOF PURLINS, CONDUIT, ETC. W/ APPROVED FIRE STOPPING MATERIAL LONG LEG SLIP TRACK ATTACHED TO ROOF PURLINS 3 5/8" 20 GA. TOP TRACK 3 5/8" 20 GA. STEEL STUDS ® 24" O.C. (MAX. HT. 16'-6) W/ 2 LAYERS OF 5/8" TYPE "X' GYPSUM BOARD EACH SIDE. GALV. STEEL BOTTOM TRACK ATTCHED TO CONCRETE W/ POWER ACTUATED FASTENERS ® 48" O.C. 2 HR RATED PARTITION N.T.S. CONFORM TO UL #411 DESIGN May 13, 2003 — 15:49:01 D:\JROOT\Mtcala19.dwg Robert C. -H 00 r— u Lei v 3 'c c Q n n GALV. STEEL DECK SEAL ALL VOIDS W/ APPROVED FIRE STOPPING MATERIAL AND SEAL ALL JOINTS W/ APPROVED ARE STOPPING SEALANT LONG LEG SUP TRACK ATTACHED TO STEEL DECK AND 6" 20 GA. STEEL RUNNER TRACK ® 48" O.C. ATTACH 3 5/8" 25 GA. STEEL STUD TO PARTITION AND STRUCTURAL MEMBER AS REQ'D 0 6'-0" G.C. R-19 FIBERGLASS INSULATION LAY -IN ACOUSTICAL CEILING AND METAL GRID SYSTEM STEEL STUDS 0 24" O.C. W/ 2 LAYERS OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. 3 5/8" 25 GA. = 13'-6" MAX. HT. 3 5/8" 20 GA. = 16'-6" MAX. HT. 6" 25 GA. = 15'-0" MAX. HT. 6" 20 GA. = 24'-0" MAX. HT. 8 3 1/2" SOUND ATTENUATING FIBERGLASS INSULATION WHERE INDICATED ON PLAN S GALV. STEEL BOTTOM TRACK Q_ w ATTCHED TO CONCRETE W/ Chi n POWER ACTUATED FASTENERS 0 48" O.C. 2 HR RATED PARTITION 3 N.T.S. CONFORM TO UL #411 DESIGN METAL ROOFING OR METAL DECKING LONG LEG SLIP TRACK ATTACHED TO ROOF PURLINS 3 5/8" 20 GA. TOP TRACK STEEL STUDS 0 24" O.C. W/ 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. 3 5/8" 25 GA. = 13'-6" MAX. HT. 3 5/8" 20 GA. = 16'-0" MAX. HT. 6" 5 GA. = 16-0" MAX. HT. 6" 20 GA. = 23'-3" MAX. HT. (CONTR. SHALL VERIFY HT.) GALV. STEEL BOTTOM TRACK ATTCHED TO CONCRETE W/ POWER ACTUATED FASTENERS ® 48" 0. C. 1 HR RATED PARTITION N.T.S. CONFORM TO UL #465 DESIGN 3/4" PLYWOOD R-19 FIBERGLASS INSULATION 6" 20 GA. STUD/JOIST (60SJ20) 0 16" O.C. 6" 20 GA. RUNNER TRACK 3 5/8" 20 GA. RUNNER TRACK R-19 FIBERGLASS INSULATION LAY -IN ACOUSTICAL CEILING AND METAL GRID SYSTEM 5/8" GYPSUM BOARD 3 5/8" 20 GA. STUD/JOIST (362SJ20) 0 16" O.C. 3 5/8" 20 GA. STEEL STUDS 0 16" O.C. 0 TOILET BEARING WALLS 5/8" MOISTURE RESISTANT GYPSUM BOARD 5/8" GYPSUM BOARD 3 1/2" SOUND ATTENUATING FIBERGLASS INSULATION GALV. STEEL BOTTOM TRACK ATTACHED TO CONCRETE W/ POWER ACTUATED FASTENERS 0 48" O.C. NON -RATED PARTITION 4 N.T.S. - 1L M 00 to I 00 t0 i-1 M M U N M � t!) 0 C O (n CD � :2_� F-- w Q W M N m Z O tj w N M 00 i a revisions 0 0 0 0 project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A- 19 20 of revisions 0 0 0 0 project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A- 19 20 of 00 r 4" BATT INSULATION W/ VINYL FACED VAPOR BARRIER -� R METAL ROOF TOP_ OF ROOF © L.P. � EL. 25'-0" A.F.F. VERTICAL METAL SIDING 5/8" TYPE Y GYP BD EACH SIDE OF 3 5/8" MET. STUDS @ 16" O.C. TO STRUCTURE PRE -FINISHED —� WHITE ALUM. SH WINDOW W/SOLAR GREY FLOAT GLASS 4" BATT INSULATION W/ VINYL FACED VAPOR BARRIER R-13 TOP OF SECOND FLOOR EL. 12 - 0 A.F.F. ELEVATION 0'-0 WALL SECTION SCALE: 1 /21 METAL ROOF 4" BATT INSULATEO W/ VINYL FACED VAPOR BARRIER 12 4 -------� TOP OF ROOF © L.P. EL. 25'-0" A.F.F. BOT OF CLG EL. 9' - 0" kF. F SUSPENDED CEILING 3/4" WOOD SILL PAINTED P-2 SMOOTH STUCCO FINISH KNOCK DOWN STYLE OVER PAPERBACK METAL LATH ON METAL SIDING SCREW ATTACHED TYP. FRONT ELEVATION ONLY. BOT OF CLG EL. 9' - 0" A. F. F rH5_ Al2 3/4" WOOD SILL PAINTED P-2 5/8" TYPE Y GYP BD EACH SIDE OF 3 5/8" MET. STUDS @ 16" O.C. TO STRUCTURE 3 1/2" BATT INSULATION R-1 1 12 40 I I I I I I I I II SUSPENDED CEIL I I I I I I I I II I I fl 5/8" GYP BD ON 3 5/ II MET. STUDS @ 16" O.0 I11 I TO 6" ABOVE CEILING I I II II II II 3 1/2" BATT INSULATION R II OPTIONAL 11 II SPRAY APPLIED FIR III �I�-- 5/8" TYPE Y GYP BD EA( II 3 5/8" MET. STUDS ® 16' II TO STRUCTURE II II II HOLLOW METAL INSULATED II DOOR AND FRAME II II II II III I 5/8" GYP E II MET. STUDS II TO STRUCTI II II II A.. ►. ` 6 L --- -------� WALL sr,cTioN SCALE: 1/2" = 1'-O" WALL SECTION SCALE: 1/2" = 1'-O" �" BATT INSULATION V/ VINYL FACED ✓APOR BARRIER Oi METAL ROOF NTION 25'_ 0" _ METAL ROOF 5 4" BATT INSULATION WITH VINYL FACED VAPOR BARRIER R :,�`� i 4" BATT INSULATION —� WITH VINYL FACED VAPOR BARRIER R-13 WALL GIRT - VERTICAL METAL SIDING 3" C❑NC. W/ MWF 6x6 10/10 SWG ON METAL DECK AND STEEL JOIST,BEAMS W/ SPRAY APPLIED FIRE RESISTIVE MATERIALS, CONFORM TO ANSI/UL 263 DESIGN NO, Ge04 WALL GIRT VERTICAL METAL SIDING 4" BATT INSULATION W/ VINYL FACED VAPOR BARRIER R-13 SH FLOOR - VATION 0'-0' TOP_ OF SECOND FLOOR A.F.F. - EL 9'-0" CEILING HT. SPRAY APPLIED FIRE RESISTIVE MATERIALS — FINISH FLOOR _ _� ELEVATION 0'-0" SUSPENDED CEILING 5/8" GYP BID ON 3 5/8" MET. STUDS @ 16" O.C. TO 6" ABOVE CEILING II I II I II I II I II I II I II I II� III 5/8" GYP BD ON 3 5/8" III MET. STUDS Q 16" O.C. III TO 6" ABOVE CEILING II I II I II I II I II I II I II I II I II I IIIIIIIIIII .� �°• •�•.• WALL SECTION SCALE: 1/2" = 1 '-O" CER JFIM N, I certify t at I h ve rev ewed thes plan and tl at the lans c nforM o FBC wind �etocit 120 mph. No I oche certl'Ica-tlonj are gr nted lo thls Later Dates �I r� 00 co I 00 c.o r` r- cV CD CD CV w � a o U) z `-"- w >- w Q m cn M z � 0 E-- w tV 00 i • 4 0 0 0 0 revisions project no The Lead JJ drawn by JJ checked by JJ date 6-6-03 A-20 21 of Apr 08, 2003 - 21:16:36 C:\SDSK\PROJ\MTCALV\MTCALA20.DWG JJ PRE-ENGINEERED METAL BUILDING AND FOUNDATION DESIGN CRITERIA NOTE: 1. SEE PRIME STEEL BUILDING OF PA DRAWINGS FOR GENERAL NOTES FOR LOAD CRITERIA, SPECIFICATIONS FOR DETAILED METAL BUILDING REQUIREMENTS LIMIT LATERAL WIND DEFLECTIONS OF MAIN FRAME GENERAL: 1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. DO NOT SCALE DRAWINGS TO OBTAIN ACTUAL DIMENSIONS. 4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS STEEL ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 5. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS WHICH AFFECT THE STRUCTURAL WORK. VERIFY DETAILS, LOCATION, AND DIMENSIONS WITH EQUIPMENT PURCHASED. 6. COORDINATE OPENING SIZES AND FRAMING SHOWN ON DRAWING, COORDINATE OPENING LOCATIONS IN FLOORS, WALLS, AND ROOF WITH ARCHITECTURAL, MECHANICAL ELECTRICAL AND COMMUNICATIONS ETC. REQUIREMENTS. 7. ALL ELEVATIONS ARE REFERENCED TO DATUM ELEVATION 0'-0" (FINISH FIRST FLOOR), UNLESS OTHERWISE NOTED. SEE SITE PLAN FOR ACTUAL ELEVATIONS. 8. NO CHANGES IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED SHOP DRAWINGS SHALL BE MADE WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. 9. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL, UNLESS SPECIFICALLY NOTED OTHERWISE, AND SHALL BE CONSTRUED TO APPLY TO ANY OTHER SIMILAR SECTION OR LOCATION ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 10. ANY VARIANCE FROM THE CONTRACT DOCUMENTS SHALL BE CLEARLY NOTED WITH A VARIANCE REQUEST ON SHOP DRAWING SUBMITTALS. 11. ANY SUBMITTALS WITH INCOMPLETE RELATED INFORMATION MAY BE SUBJECT TO LATER RESUBMITTALS. 12. CONTRACTOR SHALL MAINTAIN AS -BUILT DRAWINGS ON SITE INDICATING MODIFICATIONS PERFORMED IN THE FIELD. 13. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORK PERSONS AND OTHER PEOPLE DURING CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. 14. PHOTOGRAPHIC REPRODUCTION OF THE CONTRACT DOCUMENTS IN THE PREPARATION OF SHOP DRAWINGS WILL NOT BE ALLOWED. FOUNDATIONS: CONCRETE AND REINFORCING: 1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-99). 2. CAST -IN -PLACE CONCRETE SHALL HAVE ASTM C150 TYPE I OR II CEMENT AND A 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS U.O.N. LOCATION F'c (PSI) SLUMP W/C RATIO MAX AGG AIR ENTRAIN FOUNDATIONS 3000 4" 0.50 3/4" 6% SLAB ON GRADE 3000 4" 0.50 3/4" 6% SLABS ON METAL DECK 4000 4" 0.45 3/4" 6% 3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, U.O.N,: LOCATION COVER FOR BAR SIZES SLABS ON METAL DECK 3/4" #11 OR SMALLER 4. CONCRETE MIX DESIGN SUBMITTALS: - EACH DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONC IS TO BE PLACED (e.g. FOUNDATIONS, SLAB -ON -GRADE, WALLS). FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. - PROPOSED MIX DESIGN SHALL BE IN ACCORDANCE WITH METHOD 1 OR METHOD 2 OF ACI 301. PROVIDE SUPPORTING DATA IN TABULAR FORM FOR EACH SEPARATE MIX. - SUBMIT CONCRETE MIX DESIGN FOR EACH PROPOSED STRENGTH OF CONCRETE. 5. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60 (MINIMUM YIELD STRENGTH = 60000 PSI). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 6. LENGTH OF REINFORCING LAP SPLICES SHALL BE AS INDICATED IN SCHEDULE BELOW 7. AT REENTRANT CORNERS OF CONCRETE FOOTINGS, WALLS AND SLABS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 8. PROVIDE STANDARD 90 DEGREE HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. TYPICAL UON 9. ALL STRENGTHS OF CONCRETE SHALL CONTAIN WATER REDUCING, SET RETARDING ADMIXTURES. THE ADDITION OF WATER TO THE CONCRETE MIX DESIGN ON SITE SHALL NOT BE ALLOWED TO INCREASE EITHER THE SLUMP MORE THAN SPECIFIED LIMITS OR SET / PLACEMENT TIME. IN NO CASE SHALL MORE THAN ONE HALF GALLON OF WATER PER CUBIC YARD OF CONCRETE BE ADDED TO THE MIX. CONCRETE NOT CONFORMING TO THE ABOVE CRITERIA SHALL BE PROMPTLY TAKEN OFF SITE. 10. REINFORCING SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' (ACI 318-02) AND THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' (ACI 315). 11. CONCRETE FOR PUMPING SHALL HAVE MIX DESIGNS SUBMITTED WITH LOCATION TO BE USED AND PUMP DISCHARGE HOSE SIZE INDICATED. THE MINIMUM HOSE SIZE FOR 3/4" AGGREGATE SHALL BE 4" I.D. 12. NO REINFORCING SHALL BE CUT IN THE INSTALLATION OF EXPANSION ANCHORS, EMBEDS ETC. 1. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 2. PLACE CONCRETE FOR GRADE SLABS &THICKENED SLAB/TURNDOWN EDGES ON A 10-MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. THICKENED SLAB FOUNDATIONS AND 3. THE SITE SHALL BE DEWATERED AS REQUIRED TO CONTROL THE GROUNDWATER SLABS ON GRADE: AND PERFORM ALL SOIL PREPARATION MODIFICATIONS RECOMMENDED IN SOILS REPORT BY ANDREYEV ENGINEERING INC. 1. THE WELDED WIRE FABRIC SHALL BE MAINTAINED IN CORRECT POSITION AS REQUIRED. 2. ALL SLABS ON GRADE SHALL HAVE KEYED CONSTRUCTION/CONTRACTION JOINTS 4. ALL ORGANIC AND LOOSE MATERIALS AND TOPSOIL SHALL BE REMOVED. IN BOTH DIRECTIONS. SAWCUTS MUST BE MADE AS SOON AS IT IS POSSIBLE TO CUT THE SLAB WITHOUT DISPLACING THE AGGREGATE, AND WITHIN 12 HOUR OF POURING SLAB. 5. BACKFILL COMPACTED SOILS SHOULD BE PLACED IN 10" TO 12" MAXIMUM LIFTS 3, COORDINATE ALL PLUMBING WITH FOOTINGS AND STEP FOOTINGS AS REQUIRED. DO NOT COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557). COMPACTION SHALL BE EXCAVATE UNDER FOOTING TO INSTALL PLUMBING. VERIFIED 24" BELOW ALL LIFT LEVELS AND BELOW BASES OF FOUNDATIONS AND 4. ALL ORGANIC MATERIALS, REFUSE MATERIALS OR SOFT AREAS SHALL BE REMOVED AND SLABS BEFORE PROCEEDING WITH FURTHER COMPACTION. SOIL PREPARED FOR AN ALLOWABLE BEARING PRESSURE OF 1500 PSF. DEMUCK AND REMOVE ALL ORGANIC MATERIALS OVER THE BUILDING AREA AND 5' BEYOND BUILDING 6. REFER TO SOILS REPORT FOR BORINGS AND DETAILED RECOMMENDATIONS. LINES. DEWATER EXCAVATION DURING COMPACTION PROCESS. BACKFILL WITH EITHER CLEAN SAND COMPACTED TO 95% MODIFIED PROCTOR MAX. DENSITY PLACED IN 12" 7. IN THE EVENT THAT THE SUBGRADE BECOMES UNSTABLE BECAUSE OF EXCESSIVE MAX. HIGH LIFTS, OR OTHER ALTERNATE STRUCTURAL BACKFILL APPROVED AND COMPACTED AS DIRECTED BY THE ENGINEER. COMPACTION SHALL BE VERIFIED MOISTURE CONTENT, CRUSHED STONES, OR A BASE OF CLEAN GRAVEL OR SAND 24" BELOW THE BASE OF ALL FOOTINGS AND SLAB AND AT ALL LIFT LEVELS. WILL BE PLACED AS REQUIRED BY THE ENGINEER UNTIL THE SUB BASE HAS STABILIZED AND IS ACCEPTABLE TO THE ENGINEER AS A BASE SUPPORT FOR SLABS AND FOUNDATIONS. 8. COMPACTION SHALL BE VERIFIED BELOW ALL FOOTINGS AND SLABS AT ALL LIFT EQUIPMENT, PIPING AND DUCT SUPPORTS: LEVELS. BACK FILLING OVER SOIL THAT HAS NOT BEEN PROPERLY COMPACTED MAY REQUIRE REMOVAL; AND RECOMPACTION OF UNDERLYING SOILS. 9. 1. SUPPORTING FRAMEWORK FOR MECHANICAL EQUIPMENT IS INDICATED CONTRACTOR MUST NOTIFY ENGINEER IF UNSUITABLE CONDITIONS ARE UNCOVERED, ON THE DRAWINGS AND SECTIONS. DETAILED DIMENSIONS FOR ALL OR IF UNABLE TO ATTAIN THE ABOVE MENTIONED SOIL PRESSURE. SUPPORTS AND OPENINGS SHALL BE COORDINATED WITH FINAL EQUIPMENT APPROVED FOR PURCHASE. METAL DECK: 1. FOR METAL DECK SEE METAL BUILDING SPECIFICATIONS, ON METAL BUILDING DRAWINGS. 2. FOR ROOF DECK SEE METAL BUILDING SPECIFICATIONS, ON METAL BUILDING DRAWINGS. DEFORMED REINFORCING BAR LAP SCHEDULE. FACTOR = L COVER >_ d- REINFORCING REINFORCING BAR LOCATION BAR SIZE REBAR Fy = 60 KSI CONCRETE Fc' = 4 KSI TOP HORIZ TO #6 50 FTGS & BEAMS #7 & ABOVE 62 ALL OTHER TO #6 38 BAR LOCATIONS #7 & ABOVE 48 NOTE: LAP SPLICES SHALL BE CLASS B - 1.3 TIMES TABLE VALUES ABOVE. STRUCTURAL ABBREVIATION ACI AMERICAN CONCRETE INSTITUTE FTG AISC AMERICAN INSTITUTE OF H,p, STEEL CONSTRUCTION L.P. BLDG BUILDING L.W. BLK BLOCK NS BM BEAM O.C. C/C CENTER TO CENTER PCI CL CLEAR/CLEARANCE P/C � CENTER LINE P/S COL COLUMN R/yy CONC CONCRETE SCH CONN CONNECTION Si CONT CONTINUOUS S W CJ CONSTRUCTION JOINT SPECS DBA DOWEL BAR ANCHOR DWG DRAWING T & B EA EACH TRANS EF EACH FACE TYP EJ EXPANSION JOINT U.O.N. EL ELEVATION W(,F EW EACH WAY W�� EXP EXPANSION F/F FINISHED FLOOR FND FOUNDATION FS FAR SIDE JACK W. SCHWALBE, P.E. 406 SURF ROAD MELBOURNE BEACH, FL 32951 (321) 725-1126 LIST: FOOTING HIGH POINT LOW POINT LONG WAY NEAR SIDE ON CENTER PRE -CAST CONCRETE INSTITUTE PRE -CAST PRE -STRESSED REINFORCED WITH SCHEDULE SAW CUT JOINT SHORT WAY SPECIFICATIONS TOP & BOTTOM TRANSVERSE TYPICAL UNLESS OTHERWISE NOTED WITH WELDED WIRE FABRIC 00 00 co r� U) N �rn � N o= � o U) o w z w Q w m F- r� V) z � 0 I w N Q rn 00 r� r-- A A A 0 revisions project no The Lead JJ drawn by checked by date 6-6-03 S-1 22 of 1 °- 2113-7 —2� FOOTING SCHEDULE MK SIZE REINF❑RCING REMARKS W X L X T F1.0 6'-0' X 6'-0' X 1'-6' 6-#6 EACH WAY B & T F2.0 6'-0" X 6'-0" X 1'-6" 6-#6 EACH WAY BUT F3.0 8'-0' X 8'-0' X V-6' 12-#6 EACH WAY BUT & #6 @ 12' O.C. TOP F4.0 8'-0" X W-0" X 1'-6" 9-#6 EACH WAY BUT F5.0 3'-6' X 3'-6' X 1'-4' 5-44 EACH WAY T & B CANOPY F❑❑TING F6.0 V-6' X V-4' W/ C❑NT, 2-#5 EACH WAY T& B W/ #3 TICS @ 48' O.C. F7.0 V-6' X 2'-6' W/ C❑NT. 2-#5 CONT. EA WAY BUT N❑TEi SEE SHEET S3 FOR ANCHOR BOLTS SIZE. #4 x3'-0" CTR. IN SLAB I TYP. 2 CORNERS 7 1- 4 /7r_4 ELEV. 2 ND FLOOR PLAN 3/16'=1'-0' SECTION SCALE: 3/4" = 1'-O" C� 11 9'-R" 30'-2" 811- 0„ , 26,-0„ UP 11 Risersii_ iiN iic' ii.F u u u ° J 00AA 77 uNT as kt UR M-2 IyC co-t N. DN 10 Risers �O I �O J Llo nc m6;�1' F S3 _ _ �� — r P U \ 1 1 Risers // X/ l.�O C C r__ 4� '_ F6,0 F6,0 F6,0 I F6,0 I -------- — — . i-- ---- I rl ---A, I I I _ J / 6 S3 L-- --- - -� - --- -- L--- --- J o CD CJ CJ SJ CJ SJ CJ SJ l i 3 I Si SJ _ 4' SLAB ON GRADE REINF. II W/ 6x6 W2. xW2.9WWF TYPICAL MIX) I L_______ J I OVER 10 MIL CLEAN COMPACTED VAPOR BARRIER OVER FILL, TREATED r"�-'-'-" I _-_, FILL CELL #5®4 I TYP. " O.C. r - - - - -- ---I I _ _ �-__ • __ _ �J FOR TERMITES. FILL CELL #5 48" O.C. F17 0 I I I I I TYP. I ItK* I i- tK. I o I O I r------i 00 #4 x '-0" CTR. IN SLAB S3 TYP. 2 CORNERS II % r Si I) " I I Iit--- I HAIRPINS l CD I - TYPICAL Si SJ I I I I I I 2 Si CDI -1 I s 00 I I I I CJ I 2 CJ I I I I I ■ I C I ��____� I I I I _J CJ f I I S3 I I I I I I I I I F6,0 I I I I F6,0 I I IF6� 0_ I I I I I I I I I I I I F6,0 I IF— O ^1 I r I I L -- L I S ■ i - F-1 O //X/ 'O 6 -411 O.0 - 8 I 7,-4„ -- _ Ln N 3 112' 8" 8"X16" CONC. TIE BM W/2#5 & BOT W/#3 TIES ® 24" TYP. (3) SIDES CONC. TIE BM W/4#5 CONT. &#3 TIES ® 24" OR BDL LINTEL BLOCK 3" CMU CMU WALL REINF. SEE PLAN SECTION r2 SCALE: 3/4" = 1'-O" ��J C C FOUNDATION PLAN mmo NOTES: 1'- -o ' W 0 �,S3 TYP, 1. CONTRACTOR TO VERIFY THE EDGE OF CONCRETE TO COLUMN AND ANCHOR DOLT CL DIMENSI❑NS WITH THE THE FINAL METAL BUILDING DRAWINGS. 2. "X" INDICATES LOCATIONS OF VERTICAL TENSION ROD BRACING. 3. 'SJ' INDICATES SAWED J❑INT AND 'CJ' INDICATES C❑NSTRUCTI❑N J❑INT. 4, ANCHOR BOLTS (SIZE, GRADE, EMBEDMENT & SPACING TO BE DESIGNED BY PRE-ENGINEERED BUILDING MANUFACTURER TO RESIST APPLIED UPLIFT, SHEAR LOAD OR OTHER LOADS 'AS REQUIRED BY DESIGN.) 5. PROVIDE SHOP DRAWINGS FOR STAIRS AND AFTER LOADS SUBMITTED BY STAIR MANUF. ON STAIR SHOP DWG'S. VERIFY STAIR OPGN W/STAIR MANUF. SHOP DWGS. 6, VERIFY ALL DIMENSI❑NS SHOWN AT STAIRS,BETWEEN COL. LINES 4,5 AND A,B WITH STAIR SHOP � DWGS,jSEE STAIR SHOP DGW'S FOR ALL DIMENSI❑NS, NOT SHOWN ALL STAIR FRAMING DESIGNED BY OTHERS 7. UNLESS ❑THERWISE NOTED, LINTELS SHALL BE 8'X8' CONCRETE FILLED U-BLOCK AND SHALL BE REINF❑RCED WITH 2#5'S. AND SHALL HAVE A MIN. END BEARING OF 8'. 8. ALL HIGH STRENGTH BOLTS TO BE 3/4' INCH D I A. , A. S. T. M. A325, UNLESS ❑THERWISE NOTED, CERTIFICATI❑Ni I certlfy that I have reviewed these plans and that the plans conform to FBC 2001, Ind elocltUa'- mph. No he certIns agranted by this statement, Date M 00 c0 olU) C�4 r.0 1— CD N K) I— V) w ® o a L LIJ }= Q w 0E om n.� Z � w N 00 r- V_ ■ r r do revisions project no The Lead JJ drawn by checked by ^^II date 6-6-03 S-2 23 or May 22, 2003 - 1122125 Di\JR00T\Mtcalvs2,clwg AC METAL SIDING SIDING SUPPORT AS R EQ' D SEE METAL BLDG. DRAWING FOR SIZE 6x6-W2.9XW2.9 WWF TYP, FINISH GRADE CONCRETE (PAVED) SLAB TYP. SEE PLAN co z ° 1 6 MIL (MIN.) VAPOR BARRIER cr - (TYP.) L CCCI=-I II I I CIS III= 2#5 CONTINUOUS TOP AND BOTTOM WITH #3 TIES © 48" O.C. COMPACTED FILL---// TERMITE TREATED TYPICAL SECTION SCALE: 3/4" = 1'-0" S2 6X6-W1.4XW1.4 WWF - SLAB REINF. N PAVEMENT 4" CONC. ----� SLAB 4, n :N A----- Q v '���- =IIII :.4• ...;. _ 4 4 • =III I III III _ 8" 6„ II _I_YP• 2 #4 CONT. (TYP.) SECTION 3 SCALE: 3/4" = V-0" S2 3/8" PREMOLDED EXP. JOINT. ° . SEE PLAN -IIII L COMPACTED FILL VAPOR BARRIER (TYP.) CONT. GRADE BEAM FOR REINF. SEE SECTION 1 THIS SHEET GIRT (HORIZ. SHOWN) METAL SIDING FINISH GRADE (PAVED) z z(D IIII SEE N SCHEDULE FOR SIZE & REINF. 3" CLEAR COMPACTED FILL � METAL BLDG. COLUMN EXTEND GRADE BEAM TOP AND BOTTOM REINFORCEMENT THROUGH FOOTINGS TYP. 6x6-W2.9XW2.9 WWF HAIRPINS AROUND ANCHORS BOLTS CENTERED ONCOLUMN ROUT > . oho- SEE PLAN . �—. v v v v - III 2" CLEAR >• . _. � III I HIM 3" HAIRPIN BARS MAINTAIN -- CLEAR REINFORCING CLEARANCES AS REQUIRED SEE PLAN & SCHEDULE A I I SECTION r2 SCALE: 3/4" = 1'-0" S2 CONTINUOUS W.W.F. REINF. THRU JOINT. SEE PLAN (DO NOT CUT MESH) -- 1 /g31 1 /3 SLAB DEPTH SEE PLAN SEALANT IIII� COMPACTED FILL (SEE SLABS ON GRADE NOTE #2) TYPICAL SAWED JOINT (SJ) 1'-4" 2-#5 HAIRPIN TIES FOR DOUBLE ROWS OF ANCHOR BOLTS (SHOWN) CENTERED IN CONCRETE SLAB OF FRAME I & FOOTING -----__ EDGE OF THICKENED SLAB COLUMN FOOTING ANCHOR BOLTS (SIZE, GRADE & SPACING TO BE DETERMINED BY PRE-ENGINEERED BLDG. MANUFACTURER OF FRAME �- \I & FOOTING 25° 011 35' EDGE OF THICKENED I •s,J � SLAB 1'-2"f VERIFY W/ APPROVED FINAL SHOP DRAWINGS TYP. OUTSIDIs' FOOTING DETAIL SCALE: 3/4" = 1'-O" S2 Jun 02, 2003 - 15:54:57 C:\SDSK\PROD\MTCALV\MTCALVS3.DWG JJ NOT TO SCALE EDGE OF THICKENED SLAB 3/4"0 NUT W/ 3/4110 ANCHOR ROD WASHER (A36 OR A307) BASE PLATE 0 1 1/2" MIN. Y •- ZO �Ld z z = �� �� R o 0 �or� M zv �v LEVELING NUT AND w J vv WASHER (OR SHIM STACKS) 2x2x 1 /2 P v v a TACK NUT NOTE: 4-3/4" 0 ANCHOR RODS PER COLUMN 2-#5 HAIRPIN TIES FOR DOUBLE ROWS OF ANCHOR BOLTS (SHOWN) CENTERED IN CONCRETE SLAB OF FRAME & FOOTING SEDGE OF SLAB o c-- OF FRAME & \\ I FOOTING 25° F-� � � 35 \� /01 ° •SJ 1'-4" EDGE OF THICKENED SLAB COLUMN FOOTING TYP. CORNER FOOTING DETAIL SCALE: 3/4" = 1'-O" NOTES: I. FOR DETAILS NOT SHOWN HERE, SEE "TYPICAL INTERIOR FOOTING DETAIL" THIS SHEET STOP REINF. EA. SIDE OF JOINT DETAIL N.T.S. PREFORMED CONTROL JOINT CONT., SEE SPECS. TYP. SLAB CONTROL JOINT (C.J.) USE BURKE KEYED KOLD JOINT OR APPROVED EQUAL. STOP HORIZ. TRUSS 1 "TYP. REINF. EA. SIDE OF #5 VERT CONTROL JOINT EA. SIDE C.J ELASTOMERICLMASONRY CONTROL JOINT SEALANT TYP. GREENSTREAK OR EQUAL PLAN AT CMU GROOVE JOINT IN TIE BEAM BLOCK OR CONC. EA. SIDE 3/4" & FILL W/ SEALANT ON SIDES 00 REINF. CONT. @ JOINT PLAN AT TIE BEAM TYP. MASONRY WALL CONTROL JOINT (C.J) r8 U.O.N 2'-0" � METAL BLDG. / COLUMN N.T.S. GIRT (HORIZ. SHOWN) EXTEND GRADE BEAM TOP AND BOTTOM REINFORCEMENT THROUGH FOOTINGS TYP. METAL SIDING 6x6-W2.9XW2.9 WWF FINISH GRADE #5 HAIRPINS AROUND ANCHORS (PAVED) z 1 " BOLTS CENTERED ON COLUMN GROU SEE PLAN v z I � v by v •• v v, v v. 11= oX A 2" CLEAR SEE N .. o s fffl SCHEDULE v o o IIII FOR SIZE & REINF. _� 3» HAIRPIN BARS MAINTAIN 3 CLEAR REINFORCING CLEARANCES CLEAR AS REQUIRED SEE PLAN COMPACTED FILL & SCHEDULE SECTION (__9 SCALE: 3/4" = 1'-0" S2 CERTIFICATI❑N I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind v oclt 1'�'Q mph. No tier ertl Ic %lons " e gr nted by this statement, Date 00 m 00 ca r•� U) CV �Cn � CV M F— cn w � o oe) z F- w Q w m ►-� c i ME z � 0 ___I w IV 00 r�. r- C ■ A A 0 0 0 0 revisions project no The Lead JJ drawn by JJ checked by 0- date 6-6-03 S-3 L 24 of J f WALL & PILES ,8" L SECTION * VERIFY DIM Q_ WALL & P I LE,S 118" CM Z)WALL: J/4 = I —U AT SUMP, BOT FND. SHALL BE DEPRESSED 6" 6" SLAB ON GRADE REINF. W/ 6x6 W2.9xW2.9WWF TYPICAL (U.O.N.) SEE MECHANICAL DWG'S FOR LOCATION. xZ;7— X o Xv X�x o xQ TYP. EQUIP. PAD SCALE: 3/4" = 1'-0" VGS J l`7V UV 1 LEI 9®12" BOT. SW DETAIL 6 SCALE: 3/4" = V-0" S2 4" SLAB ON GRADE REINF. W/ 6x6 W2.9xW2.9WWF TYPICAL (U.O.N.) OVER 10 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL, TREATED FOR TERMITES. \ r/sLa,e gk SEE PLAN SEE PLAN a— 4" II III�iilll Ij FILL CELLS w/CONC. , 1 2- #5 CONT.--------- ul. W MASONRY OPNG 5'-0" OR LESS MIN. BRG. 8" EA. END 2-#5 T&B CONT. w/ 3 TIES 0 8" )) 2 N 1 fi OLIN HOOK BLOLCK TYPICAL AC UNIT SLAB SCALE: 3/4"=1 ' -O" S2 3" C TYP cra- a: m: z 00o 8"CMU 2'-6" - #5 ® 48" O.C. VERTICAL WITH MATCHING DOWELS -DEFORMED REINF OR WWF TYP (SEE PLAN) X, 4. 4 4 x . a a 00 1 1 SEE SCHEDULE ON SHEET S-2 TYP THICKENED FOUNDATION SLAB SCALE: 3/4"=1 "-0" CONC. COLUMN / SEE FOUNDATION PLAN 8"x24" CONC. —/ PILASTER W/ (6) #6 VERT. & (2)#3 TIES ® 8"O.C. DETAIL r7 TYP. CONCRETE PILASTER SCALE: 1 "= 1'—O" S2 "_L CELLS w/CONC. NOTE: FOR EXACT LOCATION OF OPNGS SEE ARCH. MASONRY OPNG MORE THAN 5'-0" MIN. BRG 8" EA. END (MAX. OPNG. SIZE 12'-0") DETAIL 4 SCALE: 3/4" = 1'-0" S2 7#5 VERT (2)#3 TIES ® 8" DETAIL 5 SCALE: 3/4" = 1'-0" S2 GRAPHIC 12 • 0 is GRAPHIC SCALE 12" 6" 0 12 2' 3' rem MME 3/4"=1 '-0" CERTIFICATI❑NI I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind ve cIt 20 i�p:�i, Nu of er rtll atl s arp "ant by this statement, f }� Date 00 00 t� n N tD CD N M 1— W ca _ 0f O U) O Z wW �= w m v) Z O Cl- J W 1`J 00 revisions project no The Lead JJ drawn by checked by date 6-6-03 S-4 1 25 of May 22, 2003 — 13:58:08 D:\JROOT\Mtcalvs4.dwg AC GENERAL NOTES: 1. PROVIDE ALL WORK IN ACCORDANCE WITH APPLICABLE CODES. 2• PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERATIONAL HEATING VENTILATION, AND AIR CONDITIONING (HVAC) SYSTEM. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO ENSURE PROPER AND COMPLETE SYSTEM OPERATION IN ACCORDANCE WITH THE DESIGN INTENT. THE SYSTEM SHALL BE FULLY TESTED, BALANCED, CLEANED AND LEFT IN A COMPLETE AND OPERATIONAL MANNER. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE UL APPROVED WHERE APPLICABLE. 4. ALL DUCTS SHALL BE GALVANIZED STEEL AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS". SEAL ALL DUCT JOINTS AIRTIGHT. INTERIOR SUPPLY DUCT SHALL BE 5. WITH R4.5 MINIMUM WRAP INSULATION WITH VAPOR BARRIER, INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS." SEAL ALL DUCT JOINTS. AIRTIGHT. 6. ALL EXTERIOR COMPONENTS SHALL WITHSTAND WIND LOADS OF 110 MILES PER HOUR. PACKED DX UNIT, AND ALL EXTERIOR SUPPORTS SHALL BE ANCHORED TO SLAB. 7. COORDINATE LOCATION AND SIZES OF EQUIPMENT HOUSEKEEPING PADS WITH EQUIPMENT ACTUALLY SUPPLIED, EXTEND 4" HIGH PADS 6" BEYOND THE PERIMETER OF THE EQUIPMENT. 8. PROVIDE PROTECTION FOR ALL CONNECTIONS OF DISSIMILAR METALS FROM ELECTROLYTIC CORROSION. 9. PROVIDE TURNING VANES IN ALL SUPPLY AND RETURN ELBOWS. 10. INSTALL DUCT MOUNTED SMOKE DETECTOR TO SHUT DOWN AC UNIT. WIRE PER MANUFACTURER AND NEC.. MANUAL RESET REQUIRED FOR RESTART. PROVIDE ALL RELAYS AND ACCESSORIES. ELECTRICAL CONTRACTOR SHALL CONNECT SMOKE DETECTOR TO FIRE ALARM CONTROL PANEL. 11. PROGRAM THERMOSTAT FOR DESIRED SPACE TEMPERATURES AND SETBACK DURING UNOCCUPIED PERIODS BASED ON USER SCHEDULES. 12, AVOID RUNNING DUCTS OVER LIGHTS, WHERE POSSIBLE. OTHERWISE, MAINTAIN 3" CLEARANCE BETWEEN TOP OF LIGHTS AND BOTTOM OF INSULATED DUCTS. 13. INSULATE SUPPLY, AND RETURN, AIR METAL DUCTS WITH MIN. R4.5 FIBERGLASS BLANKET WITH ALUMINUM VAPOR BARRIER JACKET, UNLESS SHOWN AS LINED. 14. CONDENSATE DRAIN SHALL BE 1" SCHEDULE 40 PVC, PROVIDE DRAIN TRAP . 15. OBTAIN AND PAY FOR ALL PERMITS. 16. BRANCH DUCT BALANCING DAMPERS SHALL BE OPPOSED BLADE TYPE. 17. PROVIDE HERESITE COATING FOR CONDENSER AND EVAPORATOR COILS. 18. DIFFUSERS AND GRILLES NOISE LEVEL SHALL NOT EXCEED MORE THAN NC 35, 19. PROVIDE UNDERCUT TO THE RESTROOM DOOR FOR EXFILTRATION. 20. DUCT SIZES SHOWN ARE INTERIOR DIMENSIONS. DIFFUSER/GRILLE SCHEDULE MARK DESCRIPTION CD-1 SUPPLY DIFFUSER, LAY -IN MOUNT ALUMINUM CONSTRUCTION WHITE 4-WAY THROW, ROUND NECK TO MATCH DUCT SIZE PER PLAN DRAWING. MODEL: TITUS TDC-AA OR APPROVED EQUAL SG-1 SUPPLY GRILLE, ALUMINUM CONSTRUCTION, DOUBLE DEFLECTION, WHITE COLOR, MATCH NECK SIZE TO DUCTING SHOWN MODEL: TITUS 300-FL OR APPROVED EQUAL RG-1 RETURN GRILLE, LAY -IN MOUNT, 3/4" BLADE SPACING, ALL ALUMINUM CONSTRUCTION, WHITE FINISH MODEL: TITUS 3FL-NT OR APPROVED EQUAL EG-1 EXHAUST GRILLE. LOWER FACE 1/2" BLADE SPACING, ALL ALUMINUM CONSTRUCTION, WHITE FINISH, SIZE PER PLAN DRAWING. MODEL: TITUS 355FL OR APPROVED EQUAL CONDENSING UNIT SCHEDULE TAG UNIT SERVED BASIS OF DESIGN * NOMINAL CAPACITY (TONS) EER COMPRESSOR FAN MOTORS ELECTRICAL MCA MDCP MAKE MODEL RLA LRA QTY HP FLA (V/PH/HZ) CU-1 AHU-1 CARRIER 38AKS008 7 1/2 11.5 25.0 185 1 2 3.1 230 3/60 42.5 50 CU-2 AHU-2 CARRIER 38AKS008 7 1/2 11.5 25.0 185 1 2 3.1 230/3/60 42.5 50 CU-3 AHU-3 CARRIER 38AKS008 7 1/2 11.5 25.0 185 1 1 2 3.1 230/3/60 1 42.5 50 CU-4 AHU-4 CARRIER 38AKS028 25 9.9 89.8 446 2 7.5 6.2 230/3/60 124.E 200 * OR APPROVED EQUAL AIR HANDLING UNIT SCHEDULE TAG AREA SERVED BASIS OF DESIGN NOMINAL TONS AIR DATA HEATER FAN DATA ELECTRICAL MODEL MAKE SA (CFM)OA (CFM) OA (°F) DB/WB EF ('F) DB/WB LA (°F) DB/WB KW STAGES ESP IN. WG HP V/PH/HZ AHU-1 1ST FL N CARRIER 40RM008 7 1/2 2250 875 94/76 84.2/70.1 57.8/56.6 15 1 1 1.25 2 1 2 240/3/60 AHU-2 1ST FL S CARRIER 40RM008 7 1 2 2250 735 94/76 85.3 70.2 55.0 53.8 10 1 1.25 2 1/2 240/3/60 AHU-3 2ND FL N CARRIER 40RM008 7 1/2 3000 775 94/76 82.8/68.4 57.3/56.1 15 1 1.3 2 1/2 240/3/60 AHU-4 2ND FL S CARRIER 40RM028 20 6000 3000 94/76 92.6/74.6 55.0 53.8 40 2 1.25 7 1/2 240 3 60 * OR APPROVED EQUAL EXHAUST FAN SCHEDULE TAG AREA SERVED BASIS OF DESIGN FAN DATA NOTES MAKE MODEL CFM ESP (IN -WC) RPM BLOWER M HO R DRIVE ELECTRICAL VOLT/PH/HZ EF-1 FIRST FLOOR REST ROOMS GREENHECK BSQ-90-5 725 1.25 1964 1/2 BELT 115/1/60 1, 2 EF-2 SOUTH GREENHECK BSQ-80-5 635 1.25 2285 1/2 BELT 115/1/60 1, 3 EF-3 SECOND FLOOR REST ROOMS GREENHECK BSQ-80-5 725 1.25 1964 1/2 BELT 115/1/60 1, 4, 5 EF-4 FELLOWSHIP GREENHECK SBE-L20-4 2650 3375 .1 .1 612 799 1/4 BELT 115/1/60 1, 5, 6 EF-5 TWO/THREE YEAR REST ROOM BROAN HD50 50 - 1000 40W DIRECT 120/1/60 1, 2 EF-6 MACHINE ROOM GROAN HD80 75 - 1250 60W DIRECT 120/1/60 1, 2 EF-7 FOUR/FIVE YEAR REST ROOM GROAN HD50 50 - 1000 40W DIRECT 120/1/60 1, 3 EF-8 THREE/FOUR YEAR REST ROOM GROAN HD50 50 - 1000 40W DIRECT 120 1 60 1, 3 EF-9 PASTOR RESTROOM GROAN HD50 50 - 1000 40W DIRECT 120 1 60 1, 4 NOTES: 1. OR APPROVED EQUAL 2. INTERLOCKED WITH AHU-1 3. INTERLOCKED WITH AHU-2 4. INTERLOCKED WITH AHU-3 5. INTERLOCKED WITH AHU-4 6. SPEED CONTROLLED BY PRESS DIFFERENTIAL SENSOR IN TRANSFER AIR DUCT. ro f'1 00 tc� 00 T ivy' N cn w � a 77 o 0 z w Q w HE m V z 0 0- J w N 00 r� revisions project no The Lead JJ drown by CC checked by FM date 6-6-03 M®1 26 of / Apr 17, 2003 - 19:28:45 C:\Drawings\MtCal\MTCALVM1.DWG AC 1 (2 u u u A p II N II W jl W (n q UP 11 Risers -4 00 lD t; u u n 1 ii n ii i rrrrr.s'Yrri � Q pN 10 Risers N N N rn 0 E U I P 11 Risers I 8"0 140 CFM 0 UD 500 CFM EF-7 00 4„ � ___/ CD-1 300 10 "0 o_ CFM X 01 I 300 CFM 100 N CD_1 20x14 I N N I 90 �- RG-1 TYP 6 CD- 1 I o 300 �- ' CFM 10 "0 cy 330 CD-1 CFM 10"s� CD- 1 I T i C�F- 635 CFM 202 BACKDRAFT EG-1 [)AMPER 6x6 50CFM EF--2 J ° � ' 450 r o LVJa CFM N �� eC CD-1 I/N �� 99 ,^ - `J 3 4 5 I I � A/C L"T W-3 A/C UNT VJ-2 A/C ml am AX L"T a•/ � I 750 12x14 BACKDRAFT 1610CFM , DAMPER ! OAI 36x30 ILOUVER 30x18 O.A. \ LOUVE ' l EF-1 CD-1 CD-1 245 tic X CFM X CFMi D- (� \�J • T------- ° G x 10 x 10 I 6 x 4 ===_ I 12 t� 00i� EG-1 E --1 500CFNI 1 x10 1�0x1 UD -- _--____--=- I 10 x fi I O x 6 J 200CFM I FM G-1 "`� I Bx -a 6 1�X� a � � OCFM � CD--1 EG---1 , © SG-1 fox rSG �`x' '!:� • ' co ,�'; ,x�i 95 CFM 500CFM I �, � �. � 16x12 6x6 6x6 I 120CFM EG-14=44N CD-124x16 AHU-2 220 AHU-1 - 6 I 60 40» 6xfi o CFM CFMCF �8"� -� CD_ 1 © �F a N CD-1 � 340 =} 95 CD- 1 CH��W � I CFM co CFM 100 ® — ( ' 10"o 12x 10 14x 10 6"� 16x 10 12x 1 0 10x8 6"� 8x8 7<1 i Ui i — I 8"f� 1 10_T "o 10 N CD-1 175 I CD-1 ++ CFM 10 0 i 180 CFM CD-1 ; CD-1 10: CD-1 ' , 220 22o 1= �� I 285 CFM )r- CFM CFM U UD AN�s EF-5 D I i ' UCt EF-6 C I E F_$ T ��,, —I— - i I_ ,_Tl 50 CFM FO 75 CFM 50 CFM I , I I I FIRST FLOOR HVAC PLAN 3/16RZ11-011 GRAPHICSCALE 12 "0 36' 9' 12' 15' 3/ 1 6"=1,-01) CEILING LEGEND EXHAUST DIFFUSER SUPPLY AIR DIFFUSER RETURN AIR GRILLE Zf1J2 FLEX DUCT TO THERMOSTAT HO HUMIDISTAT —� BALANCING DAMPER �/`-- EXFILTRATION THRU DOOR EXHAUST FAN �D SMOKE DETECTOR ABBREVIATIONS: AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT BHP BRAKE HORSEPOWER CAP CAPACITY CFM CUBIC FEET PER MINUTE EDB ENTERING DRY BULB ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB FLA FULL LOAD AMPS HP HORSEPOWER 1N WG INCHES WATER GAUGE LBD LEAVING DRY BULB LWB LEAVING WET BULB MBH 1000 BRITISH THERMAL UNITS PER HOUR MCA LOCKED ROTOR CIRCUIT AMPS MIN MINIMUM MOCP MAXIMUM OVER CURRENT PROTECTIDN NC NOISE CRITERIA NEC NATIONAL ELECTRIC CAE ❑A OUTDOOR AIR QTY QUANTITY RA RETURN AIR RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SD SMOKE DETECTOR TYP TYPICAL RG RETURN AIR GRILLE OAI OUTSIDE AIR INTAKE UD UNDERCUT DOOR CU CONDENSING UNIT CD SUPPLY DIFFUSER EG EXHAUST GRILLE SG SUPPLY GRILLE BDD BACK DRAFT DAMPER CERTIFICATION: I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind velocity 120 mph. No other cer are granted by this statement. Date 3 00 co I 00 C4 1', U) CV (/') M W le d C)::: o C� w z Wi-- w >-= w m z � 0 w z 00 r• ..o i • r� L A A 0 0 revisions project no The Lead JJ drown by QfJrr��II checked by F,N date 6-6-03 M-2 27 of V May 21, 2003 - 16:31 D:\JRDOT\MTCALVM2:DWG JLS _� 1 2 3 4 5 UP 11 Risers li (D- 2650CFM OR 3375CFM SECOND FLOOR HVAC PLAN ADDITION TOTAL SQ. FT. 2450 SQ. FT. w W LO O.A.I. LOUVER �160W x 42H :2 I I 1 2x 14 N BAC#KDRAFT n DAMPER CEILING LEGEND EXHAUST DIFFUSER SUPPLY AIR DIFFUSER RETURN AIR GRILLE ZfUZ FLEX DUCT TO THERMOSTAT HO HUMIDISTAT � BALANCING DAMPER EXFILTRATION THRU DOOR F51 EXHAUST FAN SD SMOKE DETECTOR GRAPHIC SCALE 12 "0 3' 6' 912' 15' 3/16"=1'-0" M I� 00 to I 00 cn U) n rN o �rn N V) W a � z f-- > w .¢ w m � n � z r 0 n w fJ Q 00 012 • • • r A 0 0 A 0 A revisions project no The Lead JJ drawn by CC checked by FM date 6-6-03 M®3 28 of / May 21, 2003 - 16144 Di\JRDDT\MTCALVM3,DWG JLS u 875 CFM _ _ w O.A.I. L�. U Ln < J 0 TO CU-1 AHU-1 EF-1 750CFM -' 2250 CFM J 0 00 SA PPP' Ld CD w= I r 235 245 60 40 220 95 220 195 355 120 100 180 285 CFM CFM CFM CFM CFM JANITOR CFM CFM CFM CFM T� CFM CFM CFM CFM ONE/TWO YR INFANT STORAGE STORAGE TWO/THREE YR CLOSET CORRIDOR KITCHEN CORRIDOR MECH RM LOBBY MARMINE MEN VESTIBULE WOMEN 1/2 OF (WEST) YR REST REST REST 30 t- CFM _ 25 � 220 75 CFM � 80 kk-THREE/FOUR 20 RM RM � M � CFM CFM � CFM CFM 50 185 50 195 170 65 195 220 180 200 200 CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM 735 CFM O.A.I. U L L I< EF-2 585 CFM 635 CFM �® LL. U 0 Ln F cM � I I � I AHU—1 AIR FLOW DIAGRAM SCALE: NONE EF-6� 75 CFM SEQUENCE OF OPERATION: AHU-1 IS A CONSTANT VOLUME AIR HANDLING SYSTEM. THE AIR HANDLING FAN SHALL BE ABLE TO BE TURNED ON/OFF FROM THE THERMOSTAT CONTROL PANEL. THE SWITCH FOR AHU-1 SHALL ENERGIZE EF-1, EF-5, AND EF-6 PRIOR TO ENERGIZING AHU-1. TEMPERATURE CONTROL: THE COMPRESSOR SHALL MODULATE AS NECESSARY TO MAINTAIN A COOLING COIL LEAVING AIR TEMPERATURE OF 57.87 BD. ALARM MODE: SD1.1 SMOKE DETECTOR SHALL BE LOCATED IN THE SUPPLY AIR DUCT OF THE AIR HANDLER. SD1.1 SHALL SEND AN ALARM SIGNAL TO THE BUILDING FIRE ALARM CONTROL PANEL IF SMOKE IS DETECTED. AHU-1 SHALL BE INTERLOCKED WITH THE SMOKE DETECTOR TO DE -ENERGIZE THE AIR HANDLER FAN UPON SMOKE DETECTION. D =' 2250 CFM 0 J ®D w SA � X n n w= AHU-2 TO CU-2 140 90 790 900 O 330 CFM CFM CFM CFM CFM WEST S & E SCHOOL FOUR/FIVE YR 1/2-THREE/FOUR CORRIDOR CORRIDOR AGE YR REST REST 50 REST 50 ;M RM CFM Rj CFM 740 50 850 280 CFM CFM CFM CFM � EF-7 i EF-8 50 50 --- �-- � --fir--�—CFM --�_CFM -- L AHU-2 AIR FLOW DIAGRAM SCALE: NONE SEQUENCE OF OPERATION: AHU-2 IS A CONSTANT VOLUME AIR HANDLING SYSTEM. THE AIR HANDLING FAN SHALL BE ABLE TO BE TURNED ON/OFF FROM THE THERMOSTAT CONTROL PANEL. THE SWITCH FOR AHU-2 SHALL ENERGIZE EF-2, EF-7, AND EF-8 PRIOR TO ENERGIZING AHU-2. TEMPERATURE CONTROL: THE COMPRESSOR SHALL MODULATE AS NECESSARY TO MAINTAIN A COOLING COIL LEAVING AIR TEMPERATURE OF 55.07 BD. ALARM MODE: SD2.1 SMOKE DETECTOR SHALL BE LOCATED IN THE SUPPLY AIR DUCT OF THE AIR HANDLER. SD2.1 SHALL SEND AN ALARM SIGNAL TO THE BUILDING FIRE ALARM CONTROL PANEL IF SMOKE IS DETECTED. AHU-2 SHALL BE INTERLOCKED WITH THE SMOKE DETECTOR TO DE -ENERGIZE THE AIR HANDLER FAN UPON SMOKE DETECTION. i CERTIFICATION, I certlfy that I have reviewed these plans and that the plans conform to FBC 2001, wind ve(ocity 120 mph, No other certlflcatlons are granted by thls statement, Date M r` 00 co I 00 cfl torn N E— V) w = c' '® o o z w w w m z 0 0- w N rn 00 C • IMP A 0 0 0 0 A The Lead revisions project no JJ drown by cc checked by FM date 6-6-03 M-4 29 of V r 12, 2003 — 15:33:2 C:JDrawin2s�MtCal�MTCALVM5.dwg AC 775 CFM ry _ w Poo O.A.I. LL LL. U to N la 3375 CFM O.A.L C EF-4 3375 OR 2650 CFM CFM I ID _ KD X n n AHU-3 TO CU-3 3000 CFM SA I_1 165 180 245 220 230 615 420 190 60 190 O 540 CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM DIRECTOR FINANCE CONE. KITCHEN PASTOR SECT. 2ND FL 2ND FL 2ND FL VESTIBULE 2ND FL LOUNGE/ STORAGE MER CORRIDOR MEN WOMEN READING RM ` . REST 285 30 30 30 RM CFM CFM CFM CFM 180 CFM 155 CFM 220 CFM 220 CFM 450 CFM AHU-3 AIR FLOW DIAGRAM N.T.S.- - SEQUENCE OF OPERATION: AHU-3 IS A CONSTANT VOLUME AIR HANDLING SYSTEM. THE AIR HANDLING FAN SHALL BE ABLE TO BE TURNED ON/OFF FROM THE THERMOSTAT CONTROL PANEL. THE SWITCH FOR AHU-3 SHALL ENERGIZE EF-3, AND EF---9 PRIOR TO ENERGIZING AHU-3. TEMPERATURE CONTROL: THE COMPRESSOR SHALL MODULATE AS NECESSARY TO A COOLING COIL LEAVING AIR TEMPERATURE OF 57.3°F BD. ALARM MODE: SD3.1 SMOKE DETECTOR SHALL BE LOCATED IN THE SUPPLY AIR DUCT OF THE AIR HANDLER. SD3.1 SHALL SEND AN ALARM SIGNAL TO THE BUILDING FIRE ALARM CONTROL PANEL IF SMOKE IS DETECTED. AHU-3 SHALL BE INTERLOCKED WITH THE SMOKE DETECTOR TO DE —ENERGIZE THE AIR HANDLER FAN UPON SMOKE DETECTION, 725 440 285 A CFM CFM CFM 2ND FL 2ND FL 1NGE/ MEN VESTIBULE WOMEN 2ND FL ADING .f -- ® MECH 220 CFM 220 CFM AHU-4 AIR FLOW DIAGRAM N.T.S. SEQUENCE OF OPERATION: AHU-4 IS A CONSTANT VOLUME AIR HANDLING SYSTEM, THE AIR HANDLING FAN SHALL BE ABLE TO BE TURNED ON/OFF FROM THE THERMOSTAT CONTROL PANEL. THE SWITCH FOR AHU-4 SHALL ENERGIZE EF-4 PRIOR TO ENERGIZING AHU-4. HOWEVER, WHEN AHU-3 IS NOT IN OPERATION FE-3 SHALL BE ENERGIZED BY THE SWITCH FOR AHU-4, AND AIR SHALL FLOW FROM THE FELLOWSHIP AREA THRU THE TRANSFER AIR DUCT INTO THE LOUNGE AREA. THIS AIR IS THEN VENTILATES THE MENS REST ROOM, THE WOMAN REST ROOM, AND THE MECHANICAL EQUIPMENT ROOM USING EF-3. THE BACK DRAFT DAMPER IN THE TRANSFER AIR DUCT PREVENTS AIR FLOW FROM THE LOUNGE AREA TO THE FELLOWSHIP AREA WHEN AHU--3 IS OPERATING. DURING THIS CONDITION OF OPERATION EF--4 SPEED SHALL BE REDUCED TO EXHAUST ONLY 2650 CFM. TEMPERATURE CONTROL: THE COMPRESSOR SHALL MODULATE AS NECESSARY TO MAINTAIN A COOLING COIL LEAVING AIR TEMPERATURE OF 55'F BD. ALARM MODE: SD4.1 SMOKE DETECTOR SHALL BE LOCATED IN THE SUPPLY AIR DUCT OF THE AIR HANDLER. SD4.1 SHALL SEND AN ALARM SIGNAL TO THE BUILDING FIRE ALARM CONTROL PANEL IF SMOKE IS DETECTED. AHU-4 SHALL BE INTERLOCKED WITH THE SMOKE DETECTOR TO DE —ENERGIZE THE AIR HANDLER FAN UPON SMOKE DETECTION, EF-3 725CFM J EF-3 725CFM ,Off 44 i CERTIFICATION: I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind vet it 120 Mph. No other c rtifications are granted by this statement. Date r-. 00 cca 00 r-. �rn N V) w z� ac O U) z W w Q W Cr N < o Q. J W IV 4t 00 r-- • ■ • A 0 0 revisions project no The Lead JJ drown by CC checked by FM date 6-6--03 M-5 30 of Y Oct 20, 2001 -- 18:18:19 C:\SDSK\PROJ\STJOHN\Stjohnml.dwg JJ I-T')A►Ir- 2 1 /2" R 2 1 /2" 3 1 /2" I nr%l/IKIl­l 1 I In STEEL ELBOW (INSULATE DUCT CLAMP JJJJJJ�I`."`� DIFFUSER CEILING INSULATED, AC❑USTICAL FLEX DUCT -MAX 8 FEET LONG MAIN DUCT BOARD VOLUME DAMPER CLAMP (TYP) VANED ELBOW TURNING VANE NOTE SUPPORT FLEX DUCT EVERY 3'-0" MIN. WITH 2" STRAP, TURNING VANES DETAIL DIFFUSER DETAIL N.T.S. N,T,S, (RA GRILLE SIMILAR) STRUCTURAL MEMBER UPPER ANGLE NOT IUCT IS AGAINST STRUCTURAL BEAM DUCT HANGER DETAILS N,T,S, I STRUCTURAL J❑IST OR RAIL BELOW CEILING PER ARCHITECTURAL AND STRUCTURAL PLANS 1/2' BOLT AND NUT W/ 2" 1/2 WASHER, 1-1/4 X 1-1/4 X ANGLE IR❑N SUPF 1/2' THREADED ROD (TYP), HANGER N.T.S. FROM JOIST WALL COLLAR (WALL HOUSING CAN BE USED IN PLACE OF WALL COL MOTOR SIDE GUARD 1'v MIN, AND B❑_ MAIN DL SUPPLY AIRFL❑� SEAL Al. AROUND FRAME INWALL 27 1 /4' X 27 1/4 11 OPENING DAMPER GUARD (6 3/4" THK) AIRFLOW GRAVITY DAMPER EF-4 SIDEWALL PROPELLER PAN DETAIL 3/8'=1'-0' ADJUSTABLE ELBOW RINGS EQUAL TO REQ'D BRANCH DUCT DIA, MAIN SEAL AR❑Ul.� 1" MIN, ON TOP AND BOTTOM 1/4 BRANCH DUCT WIDTH, BUT MIN, 4" EQUAL TO REQ'D BRANCH DUCT DIMENSI❑NS DETAIL — TYPICAL BRANCH TAKE —OFF FITTING N,r,s, GRAPHIC SCALE 1 2" 0 1' 2' 3' 4' 5' 6' 7' 3/8"= 1 1-011 M f� 00 co 00 co r. N �CD � N M z � V) w 0 = c' � o o z w w � � w m V) z � 0 w w I`J a 00 C revisions A 0 A 0 0 0 project no the Lead JJ drawn by CC checked by FM date 6-6-03 M®6 L 31 of 6 6 C Apr 14, 2003 - 21i0240 CADrawings\MtCal\MTCALVM2,DWG AC v M 00 c.o 00 cD N P� W -�� (" N N W � Z o L` F-- W w M z � 0 W N a M 00 c ® revisions 0 0 0 0 0 0 project no rha Lead JJ drawn by checked by 11jj Om date 6-6-03 M-7 32 of J SECOND FLOOR MECHANICAL ROOM PLAN 3/8"=1'-0" SECTION IS-B SECTION C-C --I,dv 1 d CERTIFICATI❑N, I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind velocity 120 mph, No other certifications are granted by this statement, �f 43, C 7—A- M 00 cD I 00 Q0 r.. cV E-- M V) W ® O O � Z W Q WHE m (n Z r O 1— J W N Q M 00 iw i 0 0 0 0 A 0 revisions project no The Lead JJ drawn by cc checked by FM date 6-6-03 M-8 33 of May 12, 2003 — 10:55:28 C:\My Documents\My Drawings\MTCALVM8.dwg AC 1 2 3 4 5 pu u u II � I UP I 1 Risers ii N ii W i� u w cn D �j I LW q}3 AIC 1"f W-2 A/C Uff W-1 II II II II II II A/C UMT CUi DN 10 Risers 1� 4" FIRE LINE O Cv �l a� Ui f- W N C) --------- — — F — _.o._._�......._---- ._._.®.----®e_�_._------N o I C. I P 11 Risers � � o -o — - — — zo - I P110 — I i I , ifn I I aim (Y �ZJZ11107 I ' F �— C z 41, 74 I Y / J I / t I� I � o � 1 r/ 711 r a— o — — 0 0 • o I FDC I I I I I I NOTES:- 1, ALL FIRE PR❑TECTI❑N DESIGN AND INSTALLATI❑N SHALL BE MADE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF THE CODES AND STANDARDS OF THE NATIONAL FIRE PR❑TECTI❑N ASS❑CIATI❑N (NFPA). 2, CONTRACTOR SHALL DESIGN AND INSTALL A WET PIPE SPRINKLER SYSTEM TO PROTECT ALL AREAS OF BUILDING SYSTEM SHALL BE DESIGNED TO THE F❑LL❑WING CRITERIA: OCCUPANCY CLASSIFICATI❑N: LIGHT HAZARD APPLICATI❑N AREA1 1500 SQ. FT, DENSITY: 0A GPM PER SQ, FT, HOSE ALLOWANCE: 250 GPM 3 SPRINKLER HEADS SHALL BE RECESSED PENDANT TYPE WITH ESCUTCHEON AND SHALL BE INSTALLED IN THE CENTER OF THE CEILING TILE, 4, ALL WORK SHALL BE C❑❑RDINATE BETWEEN MECHANICAL, ELECTRICAL, PLUMBING, FIRE PR❑TECTI❑N, AND GENERAL CONTRACTORS. NO CHANGE ORDERS WILL BE GRANTED DUE TO INSTALLATI❑N ERRORS CAUSED BY LACK OF C❑❑RDINATI❑N BETWEEN TRADES. Felo 21, 2003 - 08141105 C1\SDSK\PR❑J\MTCALV\Mtca(FP1,clwg JJ FIRST FLOOR LIRE PROTECTION PLAN 3/16'=1'-0' 0 2: LEGEND: KIIIIIJ LIGHT HAZARD CERTIFICATI❑N, I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind velocity 120 mph. No other cert flcatlons are granted by this statement. Date M 00 cD I 00 co U) N � N M F_ LLJ ® O U) O Z LA_ F--- w Q w m V Z O C J w N -�i M 00 r` revisions 0 0 A A A 0 project no The Lead JJ drawn by JJ checked by FM date 6-6-03 FP-1 34 of k.. 1, C 3 4 5 LEGEND: LIGHT HAZARD SECOND FLOOR FIRE PROTECTION PLAN �G TOTAL SQ. FT. 5633 SQ. FT. NOTES:- 1. ALL FIRE PROTECTION DESIGN AND INSTALLATION SHALL BE MADE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF THE CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), 2, CONTRACTOR SHALL DESIGN AND INSTALL A WET PIPE SPRINKLER SYSTEM TO PROTECT ALL AREAS OF BUILDING SYSTEM SHALL BE DESIGNED TO THE F❑LL❑WING CRITERIA) OCCUPANCY CLASSIFICATI❑N1 LIGHT HAZARD APPLICATI❑N AREA, 1500 SQ. FT. DENSITY, 0.1 GPM PER SQ, FT. HOSE ALLOWANCE, 250 GPM 3 SPRINKLER HEADS SHALL BE RECESSED PENDANT TYPE WITH ESCUTCHEON AND SHALL BE INSTALLED IN THE CENTER OF THE CEILING TILE, 4, ALL WORK SHALL BE C❑❑RDINATE BETWEEN MECHANICAL, ELECTRICAL, PLUMBING, FIRE PR❑TECTI❑N, AND GENERAL CONTRACTORS, N❑ CHANGE ORDERS WILL BE GRANTED DUE TO INSTALLATI❑N ERRORS CAUSED BY LACK OF C❑ORDINATI❑N BETWEEN TRADES, CERTIFICATION, I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind velo city 120 mph, No other certl catlons are granted by this statement, Date (� R 3 n Cam- �/� �<-r •�i �, `( �% y'T I • CV M � CF) CV ®® M Z � (n W O✓ ( O w Q w m Z O 0- f-- J W IV Q M 00 • C ) P4 revisions 0 0 0 0 0 L I project no The Lead JJ drawn by JJ checked by FM date 6-6-03 FP®2 35 or I Feb 08, 2003 - 07143;57 D\SDSK\PR❑J\MTCALV\Mtca(f plAW9 JJ I 2" I ❑,S,i TAM 4`0 2" PAC FIRI WET PIPE SPRINKLER RISER 2'-0" L,G, SPOOL PIECE UP TO CEILING AND OVER TO MACHINE ROOM EXTERIOR WALL FOR FIRE DEPT, C❑NNECTI❑N TO FIRE ALARM PANEL WATER FLOW SWITCH CHECK VALVE TEST C❑NN, W/PRESSURE GAUGE 1/4" BRASS PLUG & VALVE CHECK VALVE (VIKING MODEL EASY RISER SWING CHECK VALVE F-1 OR APPROVED EQUAL) ACRYLIC SEALANT FINISH FLOOR 1/4" PL, COLLAR WELD TO SLEEVE SCH, 40, SET IN MASTIC EXP, BOLT TO FL❑❑R, PIPE SLEEVE UP FROM 4"0 FIRE WATER LINE (SEE CIVIL DRAWING) Q X O ry o_ Q REMOTE N. cs, f-r-)r1AA F)r- AAl-1-FF- `'0RTNKLER SYSTEM ALVE WITH INTERNAL SMALLEST SPRINKLER SYSTEM, PR❑VIDE A P❑SITI❑NS1 HALL FACE SAME SHE OPERATING SPECT❑R TEST ULM IDE INSPECTOR I S TEST STATION CERTIFICATION, I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind velocity 120 mph, No other cert ficatlons are granted by this statement. � Date M t• 00 c0 I 00 co C" N M � W � _ � o Wz LL- �- w w m ►-- , V) z � 0 I w N 77 00 Ma revisions A 0 0 A A project no The Lead JJ drawn by JJ checked by FM date 6-6-03 FP®3 36 of c I Mar 27, 2003 - 21i16i33 Ci\Drawings\MtCa(\Mtca(FP3,dwg AC r- 2 1 /2" WATER IN — - - - - - - - - --.-.- - - - - - - - - - - - - W 1 2 3 1 2 5 ao e a.. s n ""` I.9i.,t�R.. �: 3J E G E N�• I UP 11 RisersG" 4 '� o' O o n n u A6 u.t a-3 Ale u.t ty-s A/C var a-i u u 0.a CV .a...�..�. "/c ""'i a , F D FLOOR DRAIN a m f--- r� DN 1 Q Risers I ~ D V N N I P-1 3 I FC❑ FLOOR CLEAN OUT I LQ IQ P 11 Risers n CA _ _ lr--ll AMML—mm--- - - — cL 1i I 1--CO CLEAN OUT _ p CW COLD WATER I P--2� - - - - -EWH ELECTRIC WATER HEATER � Z t L w A -'�� - DN DOWN H� I w >-- UJ m INVERT P--5 l' "- --�-- I SAN SANITARY DRAIN WC❑ n4v WALL CLEAN ❑UT 98.0 FT P-S I I I C PIPE UP I __J i ;' --4 P— % , ___-___-= mx====�_ REV I „� 0--- PIPE DOWN z -< p a. I '' •_- - P--2 �� He I He I P-5_=====2=,=__=====1 I KW KILOWATT CLEAR TYP. J �/'---' I _1 I _IL _= 4 VTR VENT THRU ROOF ' PD 1-A WATER HAMMER ARRESTOR SIZE A P_5 F ru d Fp __.�__� HOT WATER LINE P-5 ►''� , j I ; L- ` N 2. 3. 4. 5. OPERATING PRESSURE OF FIXTURES SHALL NOT EXCEED 65 PSI. Jun 20, 2003 - 08:08:1 D:\JROOT\Mtca(vpl.dwq AC PIPING CONNECTIONS AT WATER STORAGE NEATER N. T. S, PIPING CONNECTIONS AT WATER STORAGE HEATER N, T. S, )LE. SEE SHEET 1E J-" E 5' PT • i . • revisions project no The Lead JJ drawn by CC checked by FM date 6-6--03 P�1 I► 37 of / J 1` 6 30'-2" — I I UP 11 Risers ii ii ii (! II II II II II II II II II DN 10 Risers Ld W P 11 Risers I J 1311 I J x Q o I 2 I m F- CD NOTES: 1! CONTRACTOR SHALL PR❑VIDE ALL LAB❑R/MATERIALS, TOOLS, EQUIPMENT AND DEVICES NECESSARY TO PR❑VIDE A COMPLETE AND ❑PERATI❑NAL SYSTEM IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DRAWINGS AND SPECIFICATI❑NS, FULLY TEST, CLEAN, AND LEAVE SYSTEM IN COMPLETE AND ❑PERATI❑NAL STATUS. 2! PLUMBING IS NOT SHOWN ON THE FLOOR PLAN IN ITS ENTIRELY FOR DRAWING CLARITY, REFER TO RISER DIAGRAMS FOR FURTHER DETAILS, 3, PR❑VIDE WORK IN ACCORDANCE WITH STANDARD PLUMBING CODE AND COMPLY WITH THE UNIF❑RM FEDERAL ACCESSIBILITY STANDARDS FOR HANDICAPPED PLUMBING FIXTURES INSTALLATI❑NS, 4! PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS INDICATED ON THE DRAWINGS] HOWEVER, ACTUAL PLACEMENT SHALL BE VERIFIED BY C❑NFIRMING EXACT L❑CATI❑N OF STRUCTURES AND OTHER UTILITIES IN THE FIELD AND BY CAREFUL LAYOUT PRI❑R TO EXECUTI❑N OF WORK, ALL PIPING SHALL BE CONCEALED EXCEPT WHERE SPECIFICALLY NOTED ❑THERWISE, 5, ❑PERATING PRESSURE OF FIXTURES SHALL NOT EXCEED 65 PSI. Mar 27, 2003 — 21i35123 Cl\Drawings\MtCal\MTCALVP2.DWG AC N M M El M M Ajr--------------------- I P a 4 , tic tic ■ 1.=== M=====j ■ 0_ P-12 P_ P-12 c 71 ■ ■-- » P— ■ i P-3 0 0 P-3 --.-.--.__—----.�_--.T---S----..--•—T-.-- --. -.—_. -.— ---.— -- -- -• -- P-3 0 — P--3 -- — AHU-4 O 3" FD srovE I II — I I � I I DF P— 1 _ HU 3,1 P-8 k I -- dl P--12 EWH-2 r I 71- " 73- 4" �I I I II I 5 2'-0" E -2271 SECOND FLOOR PLUMBING PLAN 3/16'=1'-0' BACKUP MATE[ IF-11 , CLOSET I I I P-2 - I �—!-------- , — P-5 I G 0 1 rn EL I Y I I I LANT MIN, TH 1/2" OR ST❑PPING MATERIAL RATED FLOOR SLAB PIPE SLEEVE, SCH 40 GALV, 1 PIPE SIZE LARGER THAN SERVICE SAND FILL—/ CAPILLARY WATER BARRIER OR SUBGRADE PIPE SLEEVE THROUGH CONCRETE FLOOR SLAB OR FOOTING PIPE SLEEVE DETAIL NJ,S, PLUMBING FIXTURE SCHEDULE MARK FIXTURE TRAP WASTE Cv HW REMARKS NOTES P-1 WATER CLOSET INTEGRA 4' 1' — FLOOR MOUNTED P-1H WATER CLOSET (HAND) INTEGRA 4' 1' — FLOOR MOUNTED 1 P-2 WATER CLOSET INTEGRA 3' 3/8' — FLOOR MOUNTED P-3 LAVATORY 1 1/2' 1 1/2' 1/2' 1/2' COUNTER MOUNTED P-4 LAVATORY (HAND) 1 1/2' 1 1/2' 1/2' 1/2' WALL HUNG P-5 LAVATORY 1 1/2' 1 1/2' 1/2' 1/2' WALL HUNG 2 P-6 URINAL INTEGRA 2' 3/4' — WALL HUNG P-7 SERVICE SINK 1 1/2' 1 1/2' 1/2' 1/2' FLOOR MOUNTED P-8 KITCHEN SINK 1 1/2' 1 1/2' 1/2' 1/2' COUNTER MOUNTED P-9 JANIT❑R SINK 2' 2' 1/2' 1/2' FLOOR MOUNTED P-10 ELEC WATER COOLER (HAND) 1 1/4' 1 1/4' 3/8' — WALL HUNG 3 P-11 SHOWER 2' 2' 1/2' 1/2' P-12 FLOOR DRAIN 2' 2' — — 4 P-13 HOSE BIBB — — 3/4' — WALL MOUNTED P-14 CLOTHES WASHER 2' 2' 1/2' 1/2' FLOOR MOUNTED NOTES, 1, HANDICAPPED WATER CLOSET MOUNTED HEIGHT 17'-19', HAND OPERATED FLUSH VALVE SHALL BE MOUNTED ON THE WIDE SIDE OF T❑ILET, AND NO MORE THAN 44' ABOVE THE FLOOR, 2, HANDICAPPED LAVATORY AT MAXIMUM OF 34' A.F.F. 29' MINIMUM CLEARANCE FROM BOTTOM OF FRONT RIM TO FLOOR, 3, HANDICAPPED DRINKING FOUNTAIN WITH 36' AFF MAXIMUM SPOUT HEIGHT AND 27' AFF CLEARANCE FROM FRONT BOTTOM OF UNIT, 4! PR❑VIDE TRAP PRIMERS LEGEND: 1-01 FD FLOOR DRAIN FC❑ FLOOR CLEAN OUT -- C❑ CLEAN OUT CW COLD WATER EWH ELECTRIC WATER HEATER DN DOWN SAN SANITARY DRAIN WC❑ WALL CLEAN OUT C PIPE UP 0— PIPE DOWN KW KIL❑WATT VTR VENT THRU ROOF PD1—A WATER HAMMER ARRESTOR SIZE A --- ---- HOT WATER LINE — - - -- COLD WATER LINE --------- S -------- SANITARY LINE GRAPHIC SCALE 12 "0 3' 6' 9' 12' 15' 3/16"=1'-0" CERTIFICATI❑NI I certlfy that I have revlewed these plans and that the plans conform to FBC 2001, wind vetocltyy 120 mph, No other cgiqtlflcQtlons are granted by thls statement. r- Dateo r -- M t` 00 00 Q0 I�1 C 4 I '� CV r1r) z -- o W CDly z F— W ,= L'J m V) Z � C) W IV M 00 r • revisions 0 A 0 0 0 project no The Lead JJ drawn by CC checked by FM date 6-6-03 3Po�2 J J v 0 P' Jun 20, 2003 - 09:26:38 D;\JR❑❑T\M-tcalvp3,clwg AC --J � 4,/ VT� -1 � �1-,t-- SANITARY RISER DIAGRAM_ N,Ts, CERTIFICATICINi I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind velocity 120 mph. No other certifications are granted by his st tement, Da e /�t�2r•�i �� �i.3 �S 00 C� 00 CO �1 N � N (/') W Ow Ck-- O U O � Z W �- W Q wm F- Q J LrJ N Q 00 Q A A 0 A L revisions project no i b b The Lead JJ drawn by CC checked by FM b date 6-6-03 P-3 1 39 of \ �8 P / / r ' 2 P P PD- .1 � \ 11/ A 6 AND P P � ` P Al � \ r PEE P, 3 NTT P, . 10� N 1/ Pl% / .9 1 P PD P' ,Atl z D �I P 3/ ,1 P8 \ P r000/ \ / / 4 1 /fi ,, ` r `\ 5/V �' ` 3 P' �P'3 \ P 3/ 4r �l0 A \ WATER SUPPLY RISliK DIAGRAM N,r.s, Mar 30, 2003 - l71236 D\Drawings\MtCal\MTCALVP4.DWG AC p'11 PD.A [a PD.A PD.A P,g /4r )-13 CERTIFICATION, I certlfy that I have reviewed these plans and that the plans conform to FBC 2001, wind velocity 120 nph, No other c rtif dons are granted by this statement. D to rl_ M 00 co 00 Nz I� N V) W '...' o © � z I--- = , W W m z � 0 J LL, N M 00 I* _ • revisions 0 0 0 0 Project no The Lead JJ drawn by cc checked by Fy M date 6-6-03 P®4 40 of I 6 41 6 J GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND LOCAL & STATE REGULATIONS. 2. ALL EXTERIOR CONDUITS SHALL BE RIGID GALVANIZED STEEL. INTERIOR CONDUIT SHALL BE EMT. 3. CONDUIT BELOW GRADE SHALL BE RIGID NONMETALLIC CONDUIT. 4, SEAL AREAS AROUND CONDUITS THAT PENETRATE WALLS. ALL WALL SURFACES SHALL BE REPAIRED AND PAINTED TO MATCH THE EXISTING SURFACE. CUT, PATCH, CAULK, AND SLEEVE AS REQUIRED WHERE NEW ITEMS PASS THROUGH FLOORS, WALLS OR CEILINGS. 5, ALL WIRING FOR INDOOR POWER AND LIGHTING SHALL BE SINGLE CONDUCTOR TYPE THHN WITH SIZE AS INDICATED ON THE DRAWINGS. ALL EXTERIOR POWER AND LIGHTING WIRING SHALL BE TYPE THWN WITH SIZE AS INDICATED ON THE DRAWINGS. MINIMUM WIRE SIZE SHALL BE #12 UNLESS OTHERWISE NOTED. 6. PULL BOXES SHALL BE FURNISHED & INSTALLED WHERE NECESSARY IN THE CONDUIT SYSTEM TO FACILITATE CONDUCTOR INSTALLATION. CONDUIT RUNS LONGER THAN 100 FEEL OR WITH MORE THAN THREE 90 DEGREE BENDS SHALL HAVE A PULL BOX INSTALLED AT A CONVENIENT INTERMEDIATE LOCATION. 7. ALL NEW ELECTRICAL COMPONENTS SHALL HAVE NEW NAMEPLATES INSTALLED. 8. ALL DIMENSION AND CONDUIT ROUTING SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT. 9. ALL ELECTRICAL EQUIPMENT OR EQUIPMENT WITH ELECTRICAL CIRCUITS SHALL BE GROUNDED IN ACCORDANCE WITH NFPA 70 ARTICLE 250. ALL ELECTRICAL EQUIPMENT AND ENCLOSURES, RACEWAYS, AND HVAC EQUIPMENT SHALL BE EFFECTIVELY GROUNDED TO ENSURE PERSONNEL SAFETY. ALL NONCURRENT CARRYING METALLIC PARTS SHALL BE GROUNDED. THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED TO ALL ENCLOSURES AND BOXES WHICH IT TERMINATES IN OR PASSES THROUGH. AN INSULATED GREEN EQUIPMENT GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS. 10. PROVIDE TELEPHONE OUTLETS AT THE LOCATIONS INDICATED ON THE DRAWINGS. PROVIDE WIRING BACK TO THE EXISTING TELEPHONE TERMINAL BOARD. 11. UP —DATE ALL PANEL SCHEDULES TO CONFORM WITH THIS MODIFICATION. 12. MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS OTHERWISE INDICATED. 13. ALL CONDUITS THAT HAVE WIRING INSTALLED BY OTHERS SHALL HAVE A 1/4 of DIAMETER NYLON PULL ROPE IN THE CONDUIT. 14. PULL BOXES SHALL BE FURNISHED & INSTALLED WHERE NECESSARY IN THE CONDUIT SYSTEM TO FACILITATE CONDUCTOR INSTALLATION. 15. ALL UNDERGROUND PVC CONDUITS SHALL BE 24" BELOW GRADE. UNLESS OTHERWISE INDICATED. 16. PROVIDE LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT CONNECTIONS TO ALL EQUIPMENT AND DEVICES SUBJECT TO MOVEMENT OR VIBRATION SUCH AS MOTORS, TRANSFORMERS, AND HVAC EQUIPMENT. 17. RECEPTACLES IN DAYCARE ROOMS SHALL HAVE CHILD RESISTANT OUTLET PROTECTORS INSTALLED. 18. PENETRATIONS THRU FIREWALLS AND FLOORS SHALL BE MADE USING UL LISTED FIRESTOP MATERIALS. 19. CIRCUIT BREAKER AND CONDUCTOR SIZES FOR HVAC EQUIPMENT, RANGES, WATER HEATERS, ETC. SHALL BE COORDINATED WITH THE MANUFACTURERS RECOMMENDATION FOR THE ACTUAL EQUIPMENT THAT WILL BE INSTALLED FIXTURE SCHEDULE: SECURITY SYSTEM PREWIRE 'TYPE A' FLUORESCENT, RECESSED LAY —IN, 3—LAMP, 2'X4', ACRYLIC LENS, LITHONIA NO. 1. PROVIDE WIRING FROM THE FOLLOWING LOCATIONS BACK TO THE LOCATION DESIGNATED 2GT-3-40—Al2-120 OR EQUAL. FOR THE SECURITY CONTROL PANEL: A) EACH EXTERIOR DOOR, B) EACH WINDOW ON THE FIRST FLOOR. PREWIRE SHALL ALSO INCLUDE PROVIDING THE BI—METALLIC 'TYPE B' FLUORESCENT, RECESSED LAY —IN, 3—LAMP, 2'X4', PARABOLIC LOUVER, 120V, SWITCH AT EACH OF THE ABOVE LOCATIONS. LITHONIA NO. 2PM2—G—B-3-40-18-120 OR EQUAL. 2. PROVIDE WIRING FOR FUTURE MOTION SENSORS AT THE LOCATIONS INDICATED ON THE 'TYPE C' FLUORESCENT, RECESSED LAY —IN, 2—LAMP, 2'X4', PARABOLIC LOUVER, 120V, DRAWING. PROVIDE 2"X4" OUTLET BOX 6" BELOW THE CEILING WITH 3/4" CONDUIT LITHONIA NO. 2PM2—G—B-2-40-18-120 OR EQUAL. STUBBED UP TO ABOVE CEILING. ROUTE WIRING FROM THE OUTLET BOX TO THE LOCATION FOR THE FUTURE SECURITY CONTROL PANEL. 'TYPE D' FLUORESCENT, SURFACE, 2—LAMP, 1'X4', ACRYLIC, LITHONIA NO. M-2-40—Al2-120 3. OR EQUAL. AT THE MAIN ENTRANCE TO THE FACILITY PROVIDE AN OUTLET BOX FOR FUTURE INSTALLATION OF THE KEYPAD. PROVIDE A 3/4—INCH CONDUIT FROM THE BOX TO 'TYPE E' FLUORESCENT, RECESSED FLANGE MOUNT, 2—LAMP, 2'X4', PARABOLIC LOUVER, 120V, THE AREA ABOVE THE SUSPENDED CEILING. LITHONIA NO. 2PM2—F—B-2-40-18-120 OR EQUAL. 'TYPE F' FLUORESCENT, WALL PACK, 2—LAMP, 4, ACRYLIC LENS, 120V, LITHONIA NO. WP-2-40-120 OR EQUAL. PAGING SYSTEM PREWIRE 'TYPE G HIGH PRESSURE SODIUM RECESSED DOWNLIGHT, 10OW LAMP, SUITABLE FOR DAMP LOCATIONS, 120V, HOLOPHANE NO. M700T-640S-F-1700C OR EQUAL. 'TYPE H' METAL HALIDE, WALL MOUNTED AREA LIGHT, 40OW LAMP, SUITABLE FOR WET 1. PROVIDE THE SERVICES OF AN AUDIO CONTRACTOR TO DETERMINE APPROPRIATE LOCATIONS, 120V, LITHONIA NO. TWH-40OM-120 OR EQUAL. MOUNTING HEIGHT 15'. CONDUCTORS TYPES AND SIZES. WIRING SHALL BE CONFIGURED FOR THE FOLLOWING SYSTEM OPERATION. 'TYPE J' METAL HALIDE, WALL MOUNTED AREA LIGHT, 10OW LAMP, SUITABLE FOR WET LOCATIONS, 120V, LITHONIA NO. TWH-10OM-120 OR EQUAL. MOUNTING HEIGHT AS INDICATED ON PLAN. A. MICROPHONES ARE TO BE LOCATED IN THE DIRECTOR'S OFFICE AND THE PASTOR'S OFFICE. 'TYPE K' INCANDESCENT DOWNLIGHT, 100W LAMP, RECESSED, 120V B. THE DIRECTOR AND PASTOR SHALL BE ABLE TO SELECTIVELY MAKE PHONE DATA SYSTEM ANNOUNCEMENTS TO EITHER THE FIRST FLOOR, SECOND FLOOR, OR BOTH. 2• PAGING SYSTEM EQUIPMENT IS NOT IN CONTRACT. PROVIDE ONLY CABLES, CONDUIT, PROVIDE AND INS-IALL THE FOLLOWING: AND OUTLET BOXES. CONTROL UNIT (KEY SYSTEM). SYSTEM CONFIGURATION SHALL BE FOR 5 INCOMING PHONE LINES AND INDIVIDUAL TELEPHONE EXTENSIONS FOR ALL PHONE LOCATIONS SHOWN ON THE DRAWINGS. SYSTEM EXPANSION SHALL ALLOW FOR UP TO 8 LINES AND 24 TELEPHONE EXTENSIONS. THE CONTROL UNIT SHALL BE PROVIDED AS A COMPLETE UNIT WITH ALL REQUIRED CIRCUIT CARDS, POWER SUPPLIES, AND OTHER ADD —ON OR EXTERNAL EQUIPMENT. TELEPHONES SHALL BE MADE SPECIFICALLY FOR THE CONTROL UNIT PROVIDED. TELEPHONES SHALL INCLUDE FULL —FEATURED DIGITAL FUNCTIONS WITH LCD AND SOFT KEYS. PHONE COLOR SHALL BE SELECTED BY THE OWNER. WIRING, JACKS, PUNCH —DOWN BLOCKS ETC. WIRING AND TERMINATIONS SHALL COMPLY WITH EIA/TIA STANDARDS. DATA CABLES SHALL BE TERMINATED ON A BLOCK NEAR THE TELEPHONE CONTROL UNIT FOR FUTURE USE BY THE OWNER. PROGRAMMING AND INSTALLATION MANUAL SHALL BE PROVIDED AT THE COMPLETION OF INSTALLATION. VOICEMAIL AND INTERNAL FAX SWITCH SUPPORT MODULAR, SCALABLE DESIGN, TO ALLOW AN INCREASE IN SYSTEM SIZE WITH EXPANSION CARTRIDGES. HIGH BANDWIDTH TO THE DESKTOP — ALLOWS THE USE OF COMPUTER TELEPHONY APPLICATION WITHOUT CHANGING EXISTING WIRING. DIGITAL TECHNOLOGY -- CREATES A PLATFORM FOR CURRENT AND FUTURE PC —BASED APPLICATIONS. OPTIONAL SPECIAL SOFTWARE PACKAGES CAN DISTRIBUTE CALLS, TRACK BILLABLE ACTIVITY, AND EVEN GENERATE REPORTS ON INCOMING AND OUTGOING TELEPHONE CALLS. DESIGN BASIS IS NORTEL CICS SYSTEM. USE OF ANY SYSTEM OTHER THAN THE DESIGN BASIS SHALL BE APPROVED THE OWNER. INSIALLL.R/SUPPl_ILR SHALL COMPLY WIlLI II-L I OLLOWING: INSTALLER/SUPPLIER SHALL BE CERTIFIED BY THE PHONE SYSTEM MANUFACTURER. PERSONNEL SHALL HAVE TAKEN THE MANUFACTURER'S TRAINING ON THE PRODUCT. INSTALLER/SUPPLIER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND SYSTEM CONFIGURATION. INSTALLER/SUPPLIER SHALL PROVIDE UP TO 4 HOURS ON —SITE TRAINING FOR PHONE SYSTEM USERS. INSTALLER/SUPPLIER SHALL BE LOCATED WITHIN 25 MILES OF THE SITE AND SHALL PROVIDE TROUBLESHOOTING AND REPAIR DURING AND AFTER THE WARRANTY PERIOD. FEEDER SCHEDULE CIRCUIT RATING AMPS NUMBER POLES CONDUIT SIZE INCHES PHASE CONDUCTOR SIZE NEUTRAL CONDUCTOR SIZE GROUND CONDUCTOR SIZE 15 1 1 2 12 12 12 15 2 1 2 12 12 12 15 3 1 2 12 12 12 20 1 1 2 12 12 12 20 2 1 2 12 12 12 20 3 1 2 12 12 12 30 1 3/4 10 10 10 30 2 3/4 10 10 10 30 3 3/4 10 10 10 40 2 3/4 8 8 10 40 3 3/4 8 8 10 50 2 3/4 6 6 10 50 3 1 6 6 10 60 2 1 4 4 10 60 3 1-1/4 4 4 10 70 2 1 4 4 8 70 3 1-1/4 4 4 8 80 3 1-1/4 3 3 8 90 3 1-1/4 2 2 8 100 3 1-1/2 1 1 8 125 3 2 1 0 1 0 6 150 3 2 1 0 1 0 6 175 3 2 2 0 2 0 6 200 3 2 3 0 3 0 6 SIZE CIRCUITS PER THIS SCHEDULE UNLESS INDICATED OTHERWISE M 00 00 Cn CV z V) ®' 10 AV% D:f o o z �-= w �w z 0 oQL. w w N oQ r— CO PL4 cn .' Z (:) revisions 0 0 0 0 0 project no The Lead JJ drawn by LC checked by LC date 5-23-03 E®1 41 of 50 I ELECTRICAL/COMMUNICATION LEGEND FIRE ALARM LEGEND � PANELBOARD F❑ MANUAL FIRE ALARM PULL STATION RECEPTACLE, DUPLEX, 120V, 20A OO SMOKE DETECTOR, PHOTOELECTRIC TYPE e SPECIAL PURPOSE RECEPTACE TO MATCH DRIER OR RANGE. DRIER CONDUCTORS 02-- DUCT TYPE SMOKE DETECTOR, PHOTOELECTRIC TYPE SHALL BE MINIMUM 2 #10 & 1 #10 GND. RANGE CONDUCTORS SHALL BE SIZED TO MATCH RANGE RATING. FACP FIRE ALARM CONTROL PANEL DISCONNECT SWITCH, NON -FUSED TS TAMPER SWITCH Lm DISCONNECT SWITCH, FUSED FS FLOW SWITCH SWITCH, 120V, 20A � STROBE (CANDELA RATING TO BE DETERMINED BY $p SWITCH WITH DIMMER, 120V, 20A J=-� ALARM SYSTEM CONTRACTOR) FLUORESCENT FIXTURE. 2'X4' � HORN/STROBE COMBINATION (STROBE CANDELA F RATING SHALL BE DETERMINED BY ALARM SYSTEM CONTRACTOR) O INCANDESCENT FIXTURE, DOWNLIGHT, RECESS SCP SECURITY CONTROL PANEL (FUTURE) ❑� HIGH INTENSITY DISCHARGE (HID) FIXTURE FR-Al FIRE ALARM REMOTE ANNUCIATOR arty EXIT SIGN, LED TYPE, RED LETTERS, CONNECT TO UNSWITCHED CONDUCTOR OF LIGHTING CIRCUIT FOR THE ROOM IN WHICH IT IS INSTALLED. R❑ RELAY FOR AHU SHUTDOWN EMERGENCY LIGHTING UNIT, 120V, 2 LAMPS, CONNECT TO UNSWITCHED CONDUCTOR OF LIGHTING CIRCUIT FOR THE ROOM IN WHICH IT IS INSTALLED. ABBREVIATIONS TA EMERGENCY LIGHTING UNIT, 120V, 2 REMOTE WEATHERPROOF PAR46 LAMPS, CONNECT TO NEAREST EXTERIOR LIGHTING CIRCUIT. AFF ABOVE FINISHED FLOOR TELEPHONE/DATA OUTLET - OUTLET BOX SHALL BE 2"X4" FLUSH MOUNTED WITH A AHU AIR HANDLING UNIT � 3/4-INCH CONDUIT STUBBED -UP TO THE ABOVE CEILING AREA. PROVIDE ONE RJ11 JACK FOR PHONE AND ONE RJ45 JACK FOR DATA. PROVIDE 2 CATEGORY 5E CU CONDENSING UNIT CABLES FROM EACH BOX BACK TO TELEPHONE CONTROL UNIT AREA. OUTLET BOX SHALL BE 18" AFF UNLESS OTHERWISE NOTED. WP WEATHERPROOF SPEAKER -PROVIDE CABLE AS REQUIRED BY THE PAGING AREA PREWIRE NOTES ON SP E-1. CABLE SHALL BE MINIMUM 16 AWG. PROVIDE CABLE FROM SPEAKER LOCATION TO PAGING EQUIPMENT AREA. PROVIDE 10 FOOT OF EXCESS CABLE AT EACH END. SPEAKER IS NOT IN CONTRACT ❑M MICROPHONE OUTLET - OUTLET BOX SHALL BE 2"X4" FLUSH MOUNTED WITH A 3/4" CONDUIT, # OF HASH MARKS INDICATES NUMBER OF 3/4-INCH CONDUIT STUBBED -UP TO THE ABOVE CEILING AREA. PROVIDE CABLE 12 AWG CONDUCTORS INCLUDING NEUTRAL AND GROUND AS REQUIRED BY THE PAGING AREA PREWIRE NOTES ON E-1. EQUIP WALL BOXES CONDUCTORS. SHORT HASH MARKS INDICATE PHASE WITH APPROPIATE COVER PLATES. CONDUCTORS, LONG HASH MARKS INDICATE NEUTRAL CONDUCTORS AND CURVED HASH MARKS INDICATE GROUND 0 VIDEO DROP BOX - OUTLET BOX SHALL BE 2"X4" FLUSH MOUNTED WITH A CONDUCTOR. WHERE NO HASH MARKS ARE SHOWN, 3/4-INCH CONDUIT STUBBED -UP TO THE ABOVE CEILING AREA. PROVIDE A RG6 PROVIDE 3 #12 CONDUCTORS (1 PHASE, 1 NEUTRAL, 8c VIDEO CABLE FROM THE BOX TO THE 2ND FLOOR MECHANICAL ROOM. OUTLET BOX 1 GROUND). HOMERUN CONDUCTOR LENGTHS GREATER SHALL BE 12" BELOW CEILING. PROVIDE 2 FOOT OF EXCESS CABLE AT EACH BOX THAN 100 FEET SHALL USE #10 CONDUCTORS. AND 10' OF EXCESS CABLE IN THE MECHANICAL ROOM. MS MOTION SENSOR OUTLET BOX. I EF EXHAUST FAN SH STOVE HOOD, PROVIDE POWER WIRING TO THE INDICATED CIRCUIT FIRE ALARM AND Dli1'CCTION SYSTEMS A. REFERENCES (COMPLY WITH LATEST EDITION) NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 NATIONAL FIRE ALARM CODE NFPA 90A STANDARD FOR THE INSTALLATION OF AIR CONDITIONING VENTILATING SYSTEMS NFPA 101 CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES FBC FLORIDA BUILDING CODE B. SYSTEM REQUIREMENTS PROVIDE AND INSTALL A FIRE ALARM SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE AND OTHER REFERENCES INDICATED ABOVE. MAJOR REQUIREMENTS ARE AS FOLLOWS: 1. MANUAL PULL STATIONS SHALL BE PROVIDED AT THE EXITS FROM THE FACILITY. 2. SMOKE DETECTORS SHALL BE PROVIDED AT THE ELEVATOR LOBBY AND MACHINE ROOM FOR ELEVATOR RECALL. SMOKE DETECTORS SHALL BE PROVIDED IN CORRIDORS AND SLEEPING AREAS. 3. INSTALL DUCT TYPE SMOKE DETECTORS (PHOTOELECTRIC) IN HVAC DUCTS AND PROVIDE FOR AHU SHUTDOWN UPON DUCT DETECTOR ACTIVATION. 4. SMOKE DETECTORS SHALL BE MONITORED BY AN ALARM VERIFICATION ZONE. 5. FLOW SWITCHES AND TAMPER SWITCHES FOR SPRINKLER SYSTEM. 6. ALL HORNS AND STROBES SHALL BE ACTIVATED WHEN TH FIRE ALARM CONTROL PANEL GOES INTO ALARM. ALL NOTIFICATION APPLIANCES SHALL BE CONFIGURED FOR DISTINCTIVE SIGNALING PER NFPA 72. STROBES SHALL COMPLY WITH ADA REQUIREMENTS. MULTIPLE STROBES VISIBLE FROM A SINGLE LOCATION SHALL BE SYNCHRONIZED IN ACCORDANCE WITH NFPA 72. 7. ALL FIRE ALARM WIRING SHALL BE SUPERVISED FOR INTEGRITY CONTROL. 8. CABLE SHALL BE LISTED AS TYPE FPL, POWER -LIMITED FIRE PROTECTIVE SIGNALING CABLE. CONDUCTOR SIZE SHALL BE AS REQUIRED BY THE MANUFACTURER BUT NOT LESS THAN NO. 18. AWG FOR INITIATION CIRCUITS AND NO. 16 AWG FOR NOTIFICATION APPLIANCE CIRCUITS. 9. PROVIDE AND INSTALL A 24V FIRE ALARM CONTROL PANEL WITH BATTERIES. CONTROL PANEL SHALL ALSO BE CAPABLE OF SECURITY SYSTEM MONITORING. 10. COMPLETE TEST OF THE FIRE ALARM SYSTEM AFTER INSTALLATION PER NFPA 72 CHAPTER 7. 11. NOTIFY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF EQUIPMENT OR WIRING. COMPLETE INFORMATION REGARDING THE SYSTEM, INCLUDING SPECIFICATIONS, WIRING DIAGRAMS, BATTERY CALCULATION, AND FLOOR PLANS SHALL BE SUBMITTED FOR APPROVAL. 12. THE INSTALLATION CONTRACTOR FOR THE FIRE ALARM SYSTEM SHALL BE FACTORY TRAINED AND CERTIFIED BY THE: MANUFACTURER OF THE EQUIPMENT BEING INSTALLED AND LICENSED BY THE STATE OF FLORIDA. THE INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INSTALLATION PERMITS. 13. PROVIDE A RECORD OF COMPLETION, AN OWNER'S MANUAL AND INSTALLATION INSTRUCTIONS COVERING ALL SYSTEM EQUIPMENT AND RECORD DRAWINGS, PER NFPA 72. 14. EQUIPMENT PROVIDED UNDER THIS SPECIFICATION SHALL BE THE LATEST STANDARD DESIGN, AND SHALL BE LISTED BY UNDERWRITERS' LABORATORIES OR APPROVED BY FACTORY MUTUAL. EQUIPMENT SHALL BE SUITABLE FOR THE INTENDED SERVICES. ALL DEVICES INSTALLED SHALL FUNCTION WITH THE CONTROL PANEL AND NOT INTERFERE WITH THE OPERATION OF THE CONTROL PANEL. M 00 t0 00 CA M U) C77 N M F-- N W m S o U) o � z W t.-= w w Q m 04 V) M z 0 0- w N �C M 00 r revisions project no The Lead JJ drawn by LC checked by LC dote 5-23-03 E-2 (. 42 0f 50 600A 600A METER O 22KA AIC —� METER 4 (2 SETS) 4 #350 3" CONDUIT PANEL PANEL PANEL PANEL PANEL "All 11 B is 11 Cit 11 D)1 "Ell 100A MLO 400A MLO 200A MLO 100A MLO 250A MLO 14KA AIC 14KA AIC 14KA AIC 14KA AIC 14KA AIC 4 #2 4 #500 4 #3/0 4 #2 4 #250 1 #8 GND 1 #3 GND 1 #6 GND 1 #8 GND 1 #4 GND 1-1/2" CONDUIT 3-1/2" CONDUIT 2" CONDUIT 1-1/2" CONDUIT 2" CONDUIT 3P 1 3P 3P 1 3P 1 3P 100A J 400A � 200A J 100A J 250A 22KA AIC 22KA AIC 22KA AIC 22KA AIC 22KA AIC (2 SETS) 4 #350 ELECTRICAL RISER DIAGRAM N.I.S. 1 #2/0 GND BONDED TO GROUND ROD, COLD WATER LINE, AND CONCRETE ENCASED STEEL IN FOUNDATION L RECALL — EQUIPMENT FIRE N.T.S. ALARM RISER DIAGRAM CERTIFICATION, I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind veloclty 120 mph. No other cer If a as are granted by this statement, Date M 00 CO I 00 co n r-. N P� N M f-- (n W O c)VJ L`" Z F- ^ � • W M V Z < O Cl- 1--i W N -d Z M 00 revisions I project no The Lead JJ drawn by LC checked by LC date 5-23-03 E-3 L 43 of 50 6 L J 6 6 6 r 6 6 FLAG NOTES: PROVIDE WEATHER PROOF TELEPHONE OUTLET IN THE ELEVATOR PIT, STUB CONDUIT UP TO AN ACCESSIBLE LOCATION ABOVE CEILING. IN ELEVATOR PIT, PROVIDE 10OW INCANDESCENT, VAPOR PROOF LIGHT FIXTURE WITH WIRE GUARD, SWITCH, AND RECEPTACLE SHALL BE WEATHER PROOF. DRY 17] GRAPHIC SCALE 12 "0 3' 6' 9' 12' 15' 1ST FLOOR -POWER AND SIGNAL �ZL-L 00 ( 00 U) C1 s— N -- Cn N K7 F-- N W ®. � JO U) O � z LI..I F-- W 7-- Q W m F- z O 0 F- J W N Q t-1f7 00 V-- �-4 '4 P4 � -g!� A z� a �o Cf) w x �cna H i z�xA 0 0� � wz w Zen.' revisions A A A A A A project no The Lead JJ drawn by LC checked by LC date 5-23-03 E — 4 L 44 of ? / M 00 CO 00 co n U) rn N z V) F— M W 77 CY F— Q 2 3 C1 4 5 _ U) wwwrw ■�Irr�r.,l. L� Q LlJ M II II II II • I I I I UP 11 Risers!! 00 D o II II II Q II II II Z CD DN 10 Risers ' I CONE. ROOM V,W N O tp 00 J � Cn A W N UJ 210 �JP 11 Risers — — 00 i u <i EF-3 I I� SF— STORAGEA D-13 D-15 E 14 D-13 204 M D-4 i D_5 CORRIDOR I FELLOWSHIP AREA MEN 212 2 12" ABOVE STAGE FLOOR i 203 205 O WOMEN F _3 w (TYPICAL FOR 2) i L[G C ® MECH. ROOMMS —213 D 8 AHU-4 F E—D1FREZ/COOLER REF.FF D-26 E-9,1 1,13 _ 2 i D — 1 _ E-4 GFI To E B - — - - - - - - - _ _All E_15,17 — — — — _ ——�10 GFI — D-8 E-12 TELEPHONE BOARD AHU 3 C KITCfCFE1� o J i _ 1 CORR. D-1 SP �° •� »D,D-5 I 216 � 2 7 ®® C Hw 214 4$„ D-5 D-6 J—BOX 6" ABOVE FLOOR WITH i MS AFF G I � 3/4" CONDUIT STUBBED ABOVE ► I D-5 D-1 i i " CEILING FOR FUTURE USE. SP �1—� E'4 WAITIN AREA [—� P-1 i D_8 i LOUNGE/READING 215 -9 'Q+ 200 48.. D-3 57 PASTOR OFFICE z O CE P4 i i t D-11 218 Q Q Q D-8 1--� ELEV. D_7 - w FI D-2 i STORAGE D-1a SP LOUNGLIFIE SP D-' BAT SP D-7 202 w �� READING/ SECREOTARY/OFC 219 i 0 ,---, �ROM,�14 ► _O� EF-9 �D-9 1 52:�21 STgY6RXG D-8 �I ID,4 D_6 D_2 � n-1 i 2ND FLOOR - POWER AND SIGNAL (F:N 3/1639-1,_0 73 z GRAPHIC SCALE 12 "0 3' 6' 9' 12' 15' 3/16"=1'-0" CERTIFICATIONI I certify that 1 have reviewed these plans and that the plans conform to FBC 2001, wind velocity 120 mph, No other certifica on re granted by this statement. g /? p�� �) T Date A A A A A revisions project no the Lead JJ drown by LC 6iecked by LC date 5-23-03 E--5 45 of 6 6 MECHANICAL DRAWINGS. M l 00 i0 00 r1 w-- N M f-- N W Q © Z W WCK Q m cn Mi 0 n W N Q 2 M 00 r— P4 A O � z � INDRY UI 117 � � a T x E ZCn ' o � A �r W � Z GRAPHIC SCALE 12 "0 3' 6' 9' 12' 15' I ST FLOOR - LIGHTING z 3/16lp=l'-0" CERTIFICATION, I certify that I have revlewed these plans and that the plans conf orm to FBC 2001, wind velocity 120 mph, No other certificatl re granted loy thls statement, Date revisions ZL A A A 0 A project no The Lead JJ drawn by LC checked by LC date 5-23---03 E--6 46 of 50 / GENERAL NOTES: 1. UNLESS NOTED OTHERWISE, WHERE LIGHT FIXTURE IDENTIFIER ( X ) PLACED NEXT TO THE LIGHT FIXTURE, DENOTES TYPE OF LIGHT FIXTURE FOR LIGHTS IN THAT ROOM. 2. COORDINATE AND FIELD VERIFY EXACT LOCATION OF LIGHT FIXTURES WITH ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS. 2ND FLOOR - LIGHTING 3/1699=19--0" MAN 201 vYr-%[ nillL_n 215 GRAPHIC SCALE 12 "0 3' 6' 9' 12' 15' 3/16"=1$-0" CERTIFICATIONi I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind veloclty 120 mph. No other certifications are granted by this statement. ' zC' 0 `3 Date t` 00 20 I 00 to tr) rn N W OC Q U) U t_J Z W f—= LL, t W m N J Z � O J W I'V a M 00 revisions project no The Lead JJ drawn by LC checked by LC date 5-23-03 E--7 47 of 50 FIXTURE SHALL CONFORM TO UL 1570. HOUSING SHALL BE COMPLETE WITH INTEGRAL SIDE TRIM FLANGES AND SHALL BE SUITABLE FOR MOUNTING IN CONTINUOUS ROWS. HOUSING AND TRIM FLANGES SHALL BE COLD ROLLED STEEL. THE LENS OR LOUVER SHALL BE INSTALLED IN A MANNER THAT WILL PREVENT IT FROM COMING LOOSE DUE TO VIBRATION. THE BALLAST AND WIRING SHALL BE ENCLOSED IN A WIREWAY THAT IS CONTINUOUS THROUGHOUT THE LENGTH OF THE FIXTURE AND WHICH FORMS A WIREWAY FOR CIRCUITS THROUGH THE FIXTURE. ALL METAL PARTS SHALL RECEIVE A RUST INHIBITIVE COATING BEFORE APPLICATION OF THE FINISH COAT. THE FINISH COAT SHALL BE BAKED ENAMEL. THE ACRYLIC LENS SHALL BE FLAT, 0.125 INCH NOMINAL THICKNESS, LOW BRIGHTNESS, WITH SMOOTH TOP SURFACE HAVING A REGULAR ARRAY OF PRISMATIC ELEMENTS. STANDARD BALLAST SHALL BE OF THE CLASS P, HIGH POWER FACTOR TYPE THAT HAS BEEN APPROVED BY THE CERTIFIED BALLAST MANUFACTURERS FOR THE APPLICATION. FIXTURE SHALL BE PREWIRED FIXTURE TYPE "A" N.T.S. (RECESSED TROFFER ACRYLIC LENS) LUMINAIRE REQUIREMENTS 1. HOUSING SHALL BE MINIMUM 0.26" THICK STEEL. HOUSING SHALL BE CHEMICALLY TREATED FOR RUST PREVENTION AND PAINT ADHESION. ENDS SHALL BE SECURED WITH SCREWS OR WELDED. HOUSING SHALL BE COMPLETELY PAINTED AFTER FABRICATION WITH MINIMUM 85% REFLECTANCE WHITE ENAMEL. MINIMUM DEPTH OF HOUSING 6" t 1". 2. LUMINAIRE SHALL HAVE FULL MATTE BLACK REVEAL. FOR FLOATING DOOR EFFECT. PROVIDE MOUNTING TRIM AND HARDWARE COMPATIBLE WITH CEILING MATERIAL. 3. LUMINAIRE SHALL BE HIGH EFFICIENCY, LOW BRIGHTNESS TYPE WITH INTERLOCKED LOUVERS CONTOURED TO A PARABOLIC SHAPE. LOUVERS SHALL BE OF MINIMUM .025" SEMI-SPECULAR ANODIZED ALUMINUM IN NATURAL OR GOLD FINISH AS INDICATED. 4. FIXTURE HOUSING SHALL HAVE INTERNAL GREEN GROUNDING SCREW. 5. NO EXPOSED INTERNAL WIRING. 6. BALLAST SHALL BE HIGH POWER FACTOR (>_ .9) ETL� APPROVED RAPID START CLASS P ENERGY SAVING BALLAST WITH SOUND RATING OF A ".CBM SECURE BALLAST TO HOUSING WITH AT LEAST ONE SCREW AND SLIP-ON BRACKET OR 2 SCREWS, ONE AT EACH END. 7. LOUVER SHALL BE SUITABLE FOR HINGING FROM EITHER SIDE AND SHALL HAVE TWO SAFETY HINGES AND TWO SPRING LOADED LATCHES OR FOUR SPRING LOADED LATCHES. 8. 18 CELL PARABOLIC LOUVER FIXTURE TYPE "B " , " C " , "E " N.T.S. (18 CELL PARABOLIC LOUVER) LUMINAIRE REQUIREMENTS 1. 0.032" MINIMUM THICKNESS STEEL HOUSING WITH CORNERS WELDED. ALL 4 SIDES SHALL BE SOLID STEEL WITHOUT HOLES OR PANELS. 4-1/2" MAXIMUM FIXTURE HEIGHT. FINISH WITH RUST INHIBITOR AND BAKED WHITE ENAMEL. PAINT AFTER FABRICATION.) PROVIDE GROUND LUG. 2. 0.032" MINIMUM THICKNESS STEEL OR ALUMINUM DOOR HELD TOGETHER BY SCREWS (FOR LENS REPLACEMENT). THE DOOR SHALL BE LIGHT TIGHT WITHOUT RELYING ON GASKETS, DOORS SHALL BE HELD IN PLACE BY 2 T' TYPE HINGES AND 2 SLOT HEAD, CAPTIVE SCREWS. 3. LENS SHALL BE 0.156" PLUS OR MINUS 10% OVERALL (0.09 MAXIMUM PRISM PENETRATION) CLEAR PRISMATIC 100% ACRYLIC. WHEN INDICATED, PROVIDE AN ADDITIONAL 1 4" THICK POLYCARBONATE SHEET BELOW AND ATTACHED TO THE ACRYLIC LENS. (REDU E LENS THICKNESS TO 0.10 MINIMUM.) 4. BALLAST SHALL BE HIGH POWER FACTOR (? .9) ETL, CBM APPROVED RAPID START CLASS P ENERGY SAVING BALLAST WITH SOUND RATING OF "A". SECURE BALLAST TO HOUSING WITH AT LEAST ONE SCREW AND SLIP-ON BRACKET OR 2 SCREWS (ONE AT EACH END). FEATURES SHIELDING: BALLAST: FIXTURE TYPE "D" N.T.S. (STEEL SIDED SURFACE FLUORESCENT) ACRYLIC PRISMATIC LENS ELECTRONIC, HIGH POWER FACTOR NOM. DIMENSIONS: (7"D X 4' L X 4"H) GENERAL DESCRIPTION HOUSING: DIE -FORMED HOUSING SHALL ALLOW REMOVAL OF LENS WITHOUT REMOVAL OF END -CAPS REFLECTORS: GLOSS WHITE INTERIOR ELECTRICAL: 120 VOLT BALLAST FINISH: WHITE ENAMEL OR POLYESTER POWDER COAT FIXTURE TYPE "F" N.T.S. (WALL MOUNTED FLUORESCENT) OPEN REFLECTOR ■7 MAXIMUM DIMENSIONS A B 40OW MH 9" 10" LUMINAIRE REQUIREMENTS 1. CAST OR EXTRUDED ALUMINUM SOCKET HOUSING WITH PORCELAIN SOCKET FOR VERTICAL BURNING LAMP. 2. 18 GAGE (U.S. STD) SPECULAR ALUMINUM REFLECTOR. 3. WHITE TRIM RING SUITABLE FOR USE WITH CEILING MATERIAL INSTALLED (CAST ALUMINUM ON LENS UNITS). 4. ENCAPSULATED HPF (> 0.9) BALLAST ARRANGED FOR MAINTENANCE FROM BELOW CEILING. 5. WIRING JUNCTION BOX SUITABLE FOR 750 C BRANCH CIRCUIT THROUGH WIRING. 6. MULTIGROOVE BAFFLES SHALL BE FLAT BLACK PHENOLIC OR CAST ALUMINUM. 7. LENS SHALL BE TEMPERED GLASS WITH FRESHNEL OR PRISMATIC PATTERN. 8. PROVIDED HIGH PRESSURE SODIUM (HPS) LAMP AS INDICATED ON DRAWING. 9. PROVIDE INTERNAL GROUNDING LUG. FIXTUftI: 'I'YYE "G" N.T.S. (RECESSED ROUND HID) LUMINAIRE REQUIREMENTS 1. CAST ALUMINUM OR 1/8 " MIN. THICKNESS EXTRUDED ALUMINUM HOUSING FOR METAL HALIDE (MH) LUMINAIRES. 2. HINGED, U.V. STABILIZED POLYCARBONATE LENS OR HINGED TEMPERED GLASS WITH POLYCARBONATE SHIELD. 3. LAMP SIZE AS INDICATED IN FIXTURE SCHEDULE. 5. PROVIDE ALUMINUM REFLECTOR. 6. BALLAST SHALL BE HIGH POWER FACTOR TYPE (? .85) WITH CHARACTERISTICS AS INDICATED. 7. PROVIDE PHOTO ELECTRIC CONTROL WHEN INDICATED. 8. PROVIDE INTERNAL GROUNDING PROVISIONS. FIXTURE TYPE "H", "J" N.T.S. (METAL HALIDE WALL MOUNTED) CERTIFICATION, I certify that I have reviewed these plans and that the plans conform to FBC 2001, wind velocity 120 mph. No other certlf' a ons ar°e granted by this statement. C Z v: Date ��--ifs o C� � �-f �•' I'� �f l .3 �f S� M 00 CD I 00 c.o CV � K7 CD C77 CV M H-- w li:-- Q ® = o z wHE � w m V z 0 w hJ <t M 00 M r • revisions project no The Lead JJ drawn by LC checked by LC date 5-23-03 E-8 48 of 50 6 10 0 0 LUMINAIRE REQUIREMENTS 1. 0.032" MINIMUM THICKNESS GALVANIZED STEEL OR ALUMINUM HOUSING WITH ALUMINUM REFLECTOR. 2. PROVIDE MATTE WHITE PAINTED TRIM RING. 3. REGRESSED LENS SHALL BE HEAT RESISTANT GLASS HELD IN PLACE WITH A CONCEALED TORSION TYPE HINGE. 4. PROVIDE PORCELAIN LAMP SOCKET WITH FULL METAL SCREW SHELL SUITABLE FOR A 150- WATT LAMP. 5. PROVIDE INTERNAL PROVISIONS FOR GROUNDING. FIXTURE TYPE "K" N.T.S. (RECESSED INCANDESCENT DOWNLIGHT) LUMINAIRE REQUIREMENTS 1. SEALED BATTERY, SPECIFICALLY DESIGN FOR EMERGENCY LIGHTING, SOLID STATE FULLY AUTOMATIC - THREE RATE CHARGER FOR NICKEL CADMIUM BATTERY AND TWO RATE HIGH/LOW CHARGER FOR LEAD CALCIUM OR LEAD ACID SEALED BATTERIES. 2. MINIMUM 0.032" THICK BAKED ENAMEL PAINTED BEIGE, OR NONMETAL- LIC PLASTIC HOUSING WITH DECORATIVE WOOD GRAIN FRONT PANEL ON EITHER HOUSING. 3. TEST SWITCH 4. "AC ON" PILOT LIGHT. 5. AUTOMATIC OVERLOAD PROTECTION - FUSE OR CIRCUIT BREAKER. 6. HEADS SHALL BE FULLY ADJUSTABLE VERTICALLY AND HORIZONTALLY. 7. SEALED BEAM HALOGEN LAMPS MINIMUM 8 WATT OR WATTAGE AS INDICATED IN SCHEDULE. 8. INPUT VOLTAGE AS INDICATED IN SCHEDULE. 9. VOLTMETER. 10. HARD WIRE TO CIRCUIT LIGHTING CIRCUIT IN AREA SERVED. 11. PROVIDE MINIMUM 0.032" THICK STEEL WALL MOUNTING SHELF, OR MOUNTING BRACKETS OR HOLES IN HOUSING FOR MOUNTING UNIT ON WALL. 12. LOW VOLTAGE, DEEP DISCHARGE DISCONNECT. FIXTURE N.T.S. TYPE "EMERGENCY LIGHTING UNIT" FIXTURE N.T.S. LUMINAIRE REQUIREMENTS 1. LETTERS SHALL BE 6" TALL WITH 3/4" STROKES FORMED BY A STENCIL FACE. 2. PROVIDE RED FIBERGLASS PANEL BEHIND STENCIL FACE. 3. PROVIDE LED LAMPS. 4. PROVIDE ILLUMINATED ARROWS AS INDICATED. 5. PROVIDE SINGLE OR DOUBLE FACE AS INDICATED. 6. PROVIDE CEILING, END WALL, BACK WALL OR PENDANT MOUNTING AS INDICATED. 7. PROVIDE INTERNAL PROVISIONS FOR GROUNDING. 8. PROVIDE PLASTIC HOUSING ENCLOSED IN POLYCARBONATE WITH STENCIL ON INSIDE OF POLYCARBONATE HOUSING. TYPE "EXIT SIGN" (2) MTG HOLES FOR IRJ-45 N.T.S. i 4.53 ' Wil 2.78" - - RJ-45 MODULE (WHITE) TELEPHONE RJ-45 MODULE (BLUE) DATA J I 1 /8" L- 1 RJ-45 CONNECTOR WALL PLATE JACK AND CONNECTOR M 00 CD I m c.o N � U) Ki Cn N z M w ry- o W o ,L z W W w Q Orf m �..� c~n z Q o Cl- w N Q M 00 m P4 � � A z � 0 0 a Pk �x a h w �L)A z 0!4� USE Z�� o ax A � z w z revi, ioriS 0 0 0 0 project no The Lead JJ drawn by LC checked by LC date 5-23-03 1 E-J 49 f 50 PANEL "A" VOLTAGE: 208 120 THREE PHASE 4 WIRE 100A COPPER BUS MAIN LUGS ONLY 14,000 AIC LOAD LOAD FLUSH MOUNTED DESCRIPTION A B C AMP CKT PH CKT AMP A B C DESCRIPTION RECEPTACLES-4/5, LOBBY 540 -- -- 20 1 A 2 20 540 -- -- RECEPTACLES-2 3 CORRIDOR MECH RM RECEPTACLES-4 5 LOBBY -- 540 -- 20 3 B 4 20 -- 720 -- RECEPTACLES-2 3 STORAGE RECEPTACLES-4/5, LOBBY -- -- 540 20 5 C 6 20 -- -- 540 RECEPTACLES-2 3 STORAGE RECEPTACLES-4/5, LOBBY 540 -- -- 20 7 A 8 1 20 540 -- -- RECEPTACLES -KITCHEN RECEPTACLES-4/5, LOBBY -- 540 -- 20 9 B 10 20 -- 540 -- RECEPTACLES --KITCHEN RECEPTACLES -SCHOOL AGE 3 4 CORR -- -- 540 20 11 C 12 20 -- -- 540 RECEPTACLES -KITCHEN LAUNDRY RECEPTACLES-3 4 LOBBY 540 -- -- 20 13 A 14 20 540 -- -- RECEPTACLES -STAIRWELL INFANT 1 2 RECEPTACLES-3 4 LOBBY -- 540 -- 20 15 B 16 20 -- 720 -- RECEPTACLES -INFANT 1 2 RECEPTACLES-3 4 LOBBY -- -- 540 20 17 C 18 20 -- -- 540 RECEPTACLES -INFANT 1 Z2 LIGHTS RESTROOMS 552 -- -- 20 19 A 20 20 602 -- --- LIGHTS-4/5 LIGHTS -SOUTHWEST EXTERIOR -- 600 -- 20 21 B 22 20 -- 1058 -- LIGHTS-4/5 LIGHTS -SOUTHEAST EXTERIOR -- -- 1200 20 23 C 24 20 -- -- 1150 LIGHTS -KITCHEN 2 3 LIGHTS-NORHTEAST EXTERIOR 1200 -- -- 20 25 A 26 20 1104 -- -- LIGHTS -SCHOOL AGE LIGHTS -NORTHWEST EXTERIOR -- 1200 -- 20 27 B 28 20 -- 1058 -- LIGHTS-3/4 LIGHTS -LOBBY AREA MACHINE RM -- -- 1304 20 29 C 30 20 -- -- 1 128 LIGHTS -SOUTH CORRIDOR LIGHTS -MECHANICAL STORAGE 369 -- -- 20 31 A 32 20 844 -- -- LIGHTS -NORTH CORRIDOR LIGHTS-1 2 INFANT LAUNDRY STORAGE -- 1012 -- 20 33 B 34 1 20 -- -- SPARE SPARE -- -- 20 35 C 36 1 20 --- -- SPARE SPARE -- -- 20 37 A 38 -- ---- SPACE SPACE -- --- 39 B 40 -- -- SPACE SPACE -- - - 41 C 42 - - --- SPACE 3741 4432 4124 4170 40961 3898 TOTAL LOAD PER PHASE 7911 8528 8022 TOTAL CONNECTED PHASE 24461 PANEL "B" VOLTAGE: 208 120 THREE PHASE 4 WIRE 400A COPPER BUS MAIN LUGS ONLY 14,000 AIC LOAD LOAD FLUSH MOUNTED DESCRIPTION A B C AMP CKT PH CKT AMP A B C DESCRIPTION CU-1 4239 -- -- 50 1 A 2 50 4383 -- -- AHU-1 WITH HEAT -- 4239 -- 3 B 4 --- 4383 -- 4239 5 C 6 -- -- 4383 CU--2 4239 -- -- 50 7 A 8 50 4383-- -- AHU-2 WITH HEAT -- 4239 -- 9 B 10 -- 4383 -- 4239 11 C 12 -- -- 4383 CU-3 4239 -- -- 50 13 A 14 20 204 -- --- MACHINE ROOM EXHAUST FAN -- 4239 -- 15 B 16 -- -- SPACE --- -- 4239 17 C 18 -- -- CU-4 12273 -- -- 200 19 A 20 -- -- -- 112273 -- 21 B 22 -- --- --- I -- 12273 23 C 24 -- -- SPACE --- --- -- -- 25 27 A B 26 28 -- -- --- -- -- -- 29 C 30 -- -- - --- 31 A 32 -- -- 33 B 34 -- - - --- -- 35 C 36 -- --- _ - - - 37 A 38 -- -- -- - --- -- 39 B 40 -- - - 41 C 1--- 24990 24990 24990 TOTAL LOAD PER PHASE 33960 33756 33756 TOTAL CONNECTED PHASE 101472 PANEL "C" VOLTAGE: 208 120 THREE PHASE 4 WIRE 14,000 AIC LOAD LOAD DESCRIPTION A B C AMP CKT PH CKT AMP A B C 200A COPPER BUS MAIN LUGS ONLY FLUSH MOUNTED DESCRIPTION RECEPTACLE -REFRIGERATOR RECEPTACLE -FREEZER RECEPTACLE --WASHER MICROWAVE HOT WATER HEATER R 720 --- -- 1200 -- -- -- 840 -- -- 5500 -- -- -- 852 -- -- 5500 20 20 20 20 70 1 1 3 5 7 9 11 A B C A B C 2 4 6 8 10 12 20 40 60 360 -- -- 4203 -- -- -- 5500 -- -- 4203 -- -- -- 5500 -- -- 4203 DRINKING FOUNTAIN ELECTRIC RANGE ELEVATOR RECEPTACLE FOR DRYER 1664 -- 1664 -- -- 0 13 15 A B 14 16 20 375 -- -- 375 -- -- EXHAU T FAN RECEPTACLE-VIDEO/PAGING ROOM RECEPTACLE -VIDEO PAGING ROOM ELEVATOR PIT - RECEPTACLE LIGHT --- 180 -- -- -- 280 180 -- -- 20 20 20 17 19 21 C A B 18 20 22 1 20 1 20 20 -- 188 -- -- -- 240 188 -- -- SUPPLY FAN SF-1 STOVE HOOD ELEVATOR LIGHT SPACE --- -- -- 120 -- 20 23 25 C A 24 26 20 -- -- -- -_ SPARE SPACE -- --- 27 B 28 -- -- --- -- 29 C 30 --- -- -- -- 31 A 32 -- -- -- -- 33 B 34 -- --- --- -- 35 C 36 --- -- -- -- 37 A 38 --- --- -- - - 39 B 40 --- -- -- -- 4U C 42 -- - 3764 8284 6652 5126 110318 9891 TOTAL LOAD PER PHASE 18890 1860216543 TOTAL CONNECTED PHASE 144035 PANEL "D" VOLTAGE: 208 120 THREE PHASE 4 WIRE 100A COPPER BUS MAIN LUGS ONLY 14,000 AIC LOAD LOAD FLUSH MOUNTED DESCRIPTION A B C AMP CKT PH CKT AMP A B C DESCRIPTION RECEPTACLE -LOUNGE CORRIDOR KITCHE 900 -- -- 20 1 A 2 20 540 -- --- RECEPTACLE -FELLOWSHIP RECEPTACLE -LOUNGE CORRIDOR -- 540 -- - 20 3 B 4 20 -- 540 -- RECEPTACLE -FELLOWSHIP RECEPTACLE -LOUNGE MECH CORRIDOR -- -- 720 20 5 C 6 20 -- -- 540 RECEPTACLE -FELLOWSHIP RECEPTACLE -SECRETARY PASTOR 540 -- -- 20 7 A 8 20 720 -- -- RECEPTACLE -FELLOWSHIP RECEPTACLE -SECRETARY PASTOR -- 540 -- 20 9 B 10 20 -- 720 -- RECEPTACLE-RESTROOM RECEPTACLE -SECRETARY PASTOR -- -- 720 20 11 C 12 20 -- -- 978 LIGHTS -FELLOWSHIP AREA RECEPTACLE -DIRECTOR FINANCE CONE. 720 -- -- 20 13 A 14 20 1292 -- -- LIGHTS -FELLOWSHIP AREA RECEPTACLE -DIRECTOR FINANCE CONF. -- 720 -- 20 15 B 16 20 -- 978 -- LIGHTS -FELLOWSHIP AREA RECEPTACLE -DIRECTOR FINANCE CONE. -- -- 720 20 17 C 18 20 -- -- 552 LIGHTS -FELLOWSHIP AREA LIGHTS -FELLOWSHIP 800 -- -- 20 19 A 20 20 1020 -- -- LIGHTS -STORAGE LOUNGE LIGHTS -CORRIDOR MECHANICAL -- 1262 -- 20 21 B 22 20 -- 1 104 -- LIGHTS -SECRETARY PASTOR KITCHEN LIGHTS -DIRECTOR FINANCE CONFERENCE -- -- 828 20 23 C 24 20 -- -- 552 LIGHTS- RESTROOMS LIGHTS -NORTH STAIRS 326 - -- -- 20 25 A 26 20 240 - - -- RECEPTACLE -MECHANICAL ROOM SPARE -- -- 20 27 B 28 20 -- -- SPARE SPARE -- -- 20 29 C 30 20 -- -- SPARE SPACE -- - - 31 A 32 -- -- SPACE -- -- 33 B 34 -- -- -- - -- 35 C 36 -- -- -_ - - 37 A 38 -- -- - - -- 39 B 40 -- -- -- -- 41 C-- 3286 3062 2988 3812 3342 2622 TOTAL LOAD PER PHASE 7098 6404 5610 TOTAL CONNECTED PHASE 19112 PANEL "E" VOLTAGE: 208 120 THREE PHASE 4 WIRE 250A COPPEI BUS, MAIN LUGS ONLY 14,000 AIC LOAD LOAD FLUSH MOUNTED DESCRIPTION A B C AMP CKT PH CKT AMP A B C DESCRIPTION HOT WATER HEATER 3000 -- -- 70 1 A 2 20 840 -- - - RECEPTACLE -FREEZER -- 3000 -- 3 B 4 20 1 -- 720 -- RECEPTACLE -REFRIGERATOR _ STOVE- KI"i CHEN -- -- 5500 40 5 C 6 20 -- -- 360 RECEPTACLE -KITCHEN COUNTER 5500 -- -- 7 A 8 20 540 -- -- RECEPTACLE -KITCHEN COUNTER AHU-3 WITH HEAT -- 4383 -- 50 9 B 10 20 -- 1200 --- RECEPTACLE -MICROWAVE 4383 11 C 12 20 -- -- 360 RECEPTACLE -DRINKING FOUNTAIN 4383 -- -- 13 A 14 20 720 -- --- SUPPLY FAN AHU-4 WITH HEAT -- 12393 -- 150 15 B 16 -- 240 --- STOVE HOOD -- -- 12393 17 C 18 -- --- SPARE 1239 -- -- 19 A 20 -- -- SPARE SPACE -- -- 21 B 22 -- --- SPACE -- -- 23 C 24 -- -- __ 25 A 26-- -- -- 27 B 28 -- - - -- -- 29 C 30 -- -- -- -- 31 A 32 - - -- -- - - 33 B 34 -- -- --- -- 35 C 36 ----- -- - -- -- 37 A 38 -- 39 B 40 _- _- -_ 41 C 42 __ __ 25276 19776 22276 21001 21601 720 TOTAL LOAD PER PHASE 27376 21936 22996 TOTAL CONNECTED PHASE 72068 SERVICE CALCULATIONS DESCRIPTION CONNECTED LOAD (VA) DEMAND LOAD (VA) NOTES LIGHTING 24,073 24,073 RECEPTACLES 19,260 14,630 1 HVAC CONDENSERS 74,970 0 2 AHU WITH HEAT 76,626 761626 2 KITCHEN EQUIPMENT 35,900 23,335 3 ALL OTHER LOADS 30,319 30,319 TOTAL KVA 1 261,0481 168,983 NOTES; 1 100% of 10,000VA PLUS 50% OF REMAINING 2 CONDENSERS & HEAT DO NOT OPERATE SIMULTANEOUSLY. LARGEST LOAD SELECTED. 3 KITCHEN EQUIPMENT AT 650 CERTIFICATION, I certlfy that I have reviewed these plans and that the Mans conform to FBC 2001, wind velocity 120 mph, No other c t flcations are granted b this statement, ( zo i Date 00 W 00 1 _ N � rn V) w z� � o o ,_,_ uj L -' oC w o' m V z � 0 J w 00 t` C P4 A ao CO <1 r o13.�rss�..l atr�+n�ra 4�. r project no The Leoc 0+6". JJ drawn by LC checked by LC date 5-23-03 E-10 50 of 50 Y A• a 1115 W. 12th St. Calvary Baptist Church