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MAYPORT RD 1996 win" wo i11 r 11111 " I It 4j" a 1/2"GYPSUM 1/2" GYPSUM I/2 GYPSlRWALL BOARD WALL BOARD WALL BOARD (TYPICAL) (TYPICAL) (TYPICAL) .� 6" METAL STUD 3 5/8-25-24 HEADER 5TUD5 3 5/8-25-24 { METAL 5TUD5 2X4 WOOD BLOCKING HOLLOW METAL FRAME HOLLOW METAL FRAME (FIRE RET ANT) 5141M LL PRE-HUNG WOOD csi DOOR AND FLAME as DOOR A5 DOOR A5 o SCHEDULED 56HEMLED N 1 b. t� Lo O 0f3 7 H SAD H I®I A— A4 5GALE: 3" = 1'-O" N 3 5 , w 1 r w + w d' A4 - A4 0 If21 GYPSUM WALL SCALE. 3 - I-0 SCALE: 3 = 1-0 � " ( 3/4 SYNTHETIC 511GGO BOARD(TYPICAL) ao cq co a J " WALL BOARD 1/2"GYPSUM w V- ! 2 GYPSUM 12 GYPSUM uw WALL BOARD WALL BOARD -� F(TYPICAL) 0J ( U TYPIC (TYPICAL) 0 0 ( AL) ( L) > " w Z 2-3 5/6"METAL - 2- METAL/ 3 5f8 E AL 2 METAL 5 b TUDS 0 0 U)� 5TU05 AT EACH .IAMB AT EACH.IAMB 5TUD5 AT EACH..IAMB � U bw 2X4 EL INC 51 HOLLOW METAL FRAME HOLLOW METAL FRAME (FIRE RETARDANT) 11 }-- $ AI WOOD G 5 NG 1 11 4 Mann PRE-HUNG WCaiOD � > DOOR AND FRAME IfL"458!.�/ARD DOOR A5 DOOR A5 SCHEDULED � S�GHEDULED 0 C)Y w' WITH 15 FELT I' ry o' 6-20-16 METAL 5TUD5 Q m METAL CORNER BEAD $ O tom,ILII S i ItI'I E9 0 M E3 O METAL C.ORNE (TYPICAL) 3 w _ r A4 � - $ SGAL.E: 3 - I-0 A4 SCALE: 3" = 1'-0" SCALE: 3" = 1'-01 0*)BEAD(TYPICAL} ALUMINUM �t 'M DOOR FRAME . z u- ALUMINUM DOOR A4 5GALE: 3" = 11-01 INSULATED HOLLOW METAL DOOR 3/4" 5YNTHET16 I/2w GYPSUM WALL _ STV"(TYPa BOARD(TYPICAL)) METAL THRE5H0l.D 0 � I/4" MAX HT ( ) 1/I60 05E3 BOARD INV OSB BOARD I/2" GYPSUM WALL WITH 15#FELT a I Lf_ BOARD(TYPICAL) 6-I8-Ib METAL 5TUD5 A4 SCALE: 3" = 11-01 6-20-16 METAL STUDS �I I/4"GREY GL.A55 � } (TYPICAL) him i�OD DOOR 4 METAL CORNER BEAD 3/4"5YNTHETIG 51V" (TYPIGAU ALA r-- L Q ALUMINUM FLOOR FINISit aC DOOR FRAME SEE SGHEDIA.E � 0 ALUMINUM DOOR FLUSH FLOOR A4ALE. 3 " - 1 SG -_---- NOTE: ALL HOOD BLOCKING TO B� FIRE RETARDANT � 0 J I� �- A4 SCALE: 3" = 1'-O" }' � 2 WHITE ALUMINUM FRAME A4 SCALE: 3" = I'-O" 1/2"GYPSUM WALL (TYPICAL) BOARD(TYPICAL) -r- SEALANT(TYPICAL) � WOOD DOOR 2X4 WOOD BLOCKING SIRE RETARDANT) 1/16" 058 BOARD b-1 - MET STvvz; CARPET VCT-I OR CONCRETE 3/4,SYNTHETIG 5TLaO OVER 15#WIRE FELT (TYPICAL) VINYL EDGE 5TRIP 0/4" MAX HT) I Ia I I.L. 13 I L.L A4 5GALE: 31 = I'-0" A4 5CALE: 31 = 11-01 Joe �e,41eWed 44( �NAT10 i. POINT sWINS 1-24-" ROOM FINISH SCHEDULE DOOR SCHEDULE ROOM ROOM NAME FIS F. MARK I I I TI NOTES NO TL FIMQ # Fid MAX FINISH HEIGHT 101 6'-01 8'-0" 13/4" B ALUM ALUM. HW-2 101 WORSHIP G GP-1 VB-I FF GWB P-1 AGB-2 FF 101-0" 102 3'-0' 7'-0" 13/4" A HM HM HW-4 BY METAL BLDG MFR 102 MECH. G GONG VB-1 FF GWB P-1 OWB-2 P-111-01111 HOUR CEILING t N 1 a H 103 3-0 7-0 13/4 E HM HM HW-3 BY METAL BLDG MFR 12q STAIRS B GP-1 VB-1 FF GWB P-I - - - 104 6'-0" 7'-0' 13/4" E HM HM HW-3 BY METAL BLDG MFR ( 11 r 1 130 OFFICE G GP-I VB-1 FF GWB P-1 AI FF -0 i " , r n F:3 Lwu�j\/\//�k y� 105 3-0 �-0 1 3/4 A HM HM HW-1 BY METAL BLDG MFR �J 131 STORAGE G GP-I VB-1 FF GWB P-1 Ace-1 FF 8'-0" lob 3'-0' 7'-0" 13/4" A 56 BIRCH HM HW-7 HARDWARE GROUP HWi 1 HARDWARE GROUP HSV'—fi � i 11 (� 132 KITCHEN G VGT-1 VI FF GW13 P-2 AGB-I FF q-O 1_ 11 t a 11 � 107 2 7 1 3 4 A BIRCH HM HH-6 20 MIN. 8 -0 / 5G G I TER(OR 5( E DOOR 133 MECH. G GONG VB-I FF GWB P-I AGB-I FF 8'-0° 108 2'-8" 7'-0" 1 3/4" A 5G BIRCH HM HW-b 20 MIN. EXTERIOR SINGLE DOOR 3 HINCE5 BB1279 4-112"x 4-1/2" (D 1 it _ 11 N N M N 134 MEN G VGT-1 VB-1 FF GWI3 P-2 ACB-I FF -0 GWB 3 BEHIND PLUMBING 1 N t N a 3 HINGE5 131311611 4-1/2 x 4-1/2 NRP 1 -1 15 1 10Q 7 1 3 4 A IRCH HM HW-7 20 MIN. 3-0 -0 / 5G B I 3 I 1 I I I LOGKSET AU 5307LN 380AN 461'7 0 135 WOMEN G VGT-I -I F W P-2 AG -I FF q-O 6WB-3 BEHIND PLUMBING f r 1 r u VB F G B B 7 I 4 -7 2 MIN. 114 3-0 -O 3/ A 5G BIRCH HM HW 0 D - x { I GL05ER 352( BF TBGN L I 1 " N _ 1 N t « 11 -, I THRE%;GW 4135 x 36 1 WALL STOP 2304 Lo 136 ALCOVE B GPI VB-I FF GWB P-I AGB-2 FF �-0 l l I 6-0I'-Om 13/4 A 5G BIRCH HM HW-10 �.O MIN. N o 1 N 1 II 1 DOOR BOTTOM TTi 11 Y x 36 3 DOOR SILENCERS 606 c� 5 13`1 VESTIBULE B CP-I/GFT-1 VB-1 FF GWB P-I AGB-2/GWB-1 P-I/FF 11 -0 x12-O COFFERED CEILING 112 6'-0" 7'-0' 13/4" A 56 BIRCH HM HW-10 20 MIN. N 00 I 5ET�iEATHERSTRIPPING SgiS V i x 36 2 x 84 � li 1 r 1 r « 3 DOOR 5I�LENCERB 606 HARDWARE ROUP HW-7 � I38 NURSERY G VCT-1 VB ! FF GWB P-2 AGB-1 FF q-O 113 3'-01 �-0 13/4" A 5G BIRCH HM HW-q 20 MIN, i i LOCK 6�lARD 1625 NL-55 13q EGUIP. G CONIC NONE - G NONE GWB-2 P-1 81-0" I HOUR CEILING 114 3'-0' 6'-8" 13/411 A 56 BIRCH HM HW-b 20 MIN. p 1 r t N u INTERIOR SIDLE DOOR 0) 140 5TAIR5 B GP-I VB-1 FF GWB P-1 - - - 115 3'-01 1'-01 13/4" A 56 BIRCH HM HW-7 " N HARDWARE GROUP HWV 2 3 HINCE� BB1214 4-112 x 4-112 00 i ff 1 N 1 N tl Lo 201 YOUTH G GP-I VB-I FF GWB P-1 AGB-1 FF q-O 116 b-0 7-0 13/4" E 50 BIRCH HM HW-II I LOGK5ET AU 5307LN 38OAN 49'7 M 1 11 t N t a II I GL05ER 3501 BF Til �' � III 1 3 4 A 5C BIRCH HM HW-7 M 202 WAfT1NG B GPI VB-I FF GWB P-I A015-1 FF q-O 3-0 -0 / EXTERIOR SINGLE DOOR 1 MALL STOP 236W 1 r 1 r H ALL HARt1��1ARE BY STOREFRONT WC-R.EXCEPT CYLINDER FOR KEYING - I( � 13/4 A BIRCH HM HW-6 20 MIN. 203 STAIRS P-1 -I FF P-I -1 P ! 8-0 8 3-0 -0 5G B G I B G VB GWB GWB 3 DOOR 5 LEIVC:CRFi 608 O 204 SECRETARY G GP-1 VB-1 FF GWB P-1 ACB-I FF 8'-o" 114 b'-0" 7'-01 1 3/41 E 50 BIRCH HM HW-11 20 MIN. 2 PANIC DEVICES � 205 PASTOR G CP-1 VB-1 FF GWB P-1 AGB-I FF 8'-o" 120 51-0" 61_/LII 13/8" D MA50NITE WOOD 2 CYLINDER 1152 HARt?�'VARE SUP H °� �U- V a 1 r 1 r f u W 201 3-0 7-0 1 3/4 G 5G BIRCH HM DIRE M-6 20 MIN. 20b STOR. G OP-1 VB-I FF GWB P-I AGB-I FF 8-o HARDWARE GROUP H�l�-3 INTERIOR SINGLE DOOR � 1 u t N 1 a u 202 3-0 `�-0 ! 3/4 A 5G BIRCH HM -q 20 lN. « N 207 TOILET G VCT-I VB-I FF GWB P-2 GWB P-I 8-O GWB-3 BEHIND PLUMBING 3 HINGES 131312761 4-1/2 x 4-1/2 > 1 r t « n z 208 DEACONS G CP-1 VB-1 FF C7WB P-! AGB-I FF 8'-o" 203 3-0 7-0 1314 A 5G BIRCH HM HW-? 20 MIN. EXTERIOR PAIR DOORS I P,,R�IVACY�y5ET AU 5302LN 3"4617 0 1 11 1_ N t N II _ N _ N I WALL STOP 236H v1 20q ADULT G OP-1 VB I FF GWB P-1 AGB-I FF 8-o 2Q4 2 8 7-0 1 3/4 A SG BIRCH HM HW 20 MIN. 6 H{Nt5E5 131311611 4-112 x 4 112 hIRP « 3 DOOR SILENCERS 6O8 1 a u 2 EXIT DEVICE 210OF 'J6 5EX N1T5 (J 205 21-511 7-0 1 3/4 A 5G BIRCH HM -b 20 MIN. A 210 ADULT G GP-1 VB-1 FF GWB P-I AGB-I FF 8-02 EXIT DEVICE TRIM AU546F w --� 1 N 1 a u ■ t N 206 3 7 13/4 A IRH HM HW-� 20 M{N. _ -0 -0 5G B G i SABLE MULLION MIOOF 84 211 ADULTOP-1 -I F P-1 AG I FF 8-0 G VB F GWB BHARt3�VAR ROUP HVV �- ams roN 1 N 11 2 OSER 3521 BF TBCN 212 STAIRS B OP-1 VB-f FF GWB P-i GWB-1 P-I Qi__/yll 20°7 3-0I'-Om f 3/4 A 5G BIRCH HM 20 MIN, I THRESHOLD 4135 x 72" W ql 11 208 3'-01 7'-0" 13/4" A 5G BIRCH HM HW- 0 MIN. INTERIOR SINGLE DOOR 2 DOOR BOTTOM T�78 V x 36 213 HALL B GP-1 VB-1 FF GWB P-1 AGB-1 FF q-0 I HOUR RATED CEILINGS N " N w t r t « a „ 20q 3'-01 1'-0' 13/4" A 5C BIRCH HM HW-7 20 MIN. 1 SET WEATI�IERSTRIP $6115 V I x 72 + 2 X 84 3 HINC7E5 13131279 4 112 x 4 !/2 > 214 YOUTH G GP-1 VB-1 FF GWB P-1 AGB-1 FF 8-O t N 1 a 2 DOOR SILENCERS 608 1 PA55AGE 5ET AU 530ILN 38ON 497 n 210 3'-Om -0 13/4 A 56 BIRCH HM HW-� 20 I R 1 N f'� � 215 YOUTH C GP-I VB-1 FF GWB P-I AGB-I FF 8-o • CLOSE 350� TBG �1 1 r 1 r H I MALL 5TOP5 2311 f 3 4 A BIRCH HM HW-7 20 MIN. 211 3-0 7-0 / SGB G _ 216 YOUTH G GP-1 VB-f FF GWB P-1 AGB-I FF 8-0 HA►RD�IARE GROUP H'�V � 3 DOOR 51LE1�ER5 608 217 MEGH. G LONG VB-I FF GWB P-) AGB-) FF 8'-0" 212 3'-0" 7'-0" 1 3/4" A 5G BIRCH HM HW-7 20 MIN. 1 N u _ EXTERIOR 51NI DOOR 213 7-0 13/4 A 5G BIRCH HM HW_I t II 3-0 - i FF 8-0 N N HARDWARE GROUP HW-10 m 218 MEETING G GP 1 VB-I FF GWB P I AGB t r 1 N u 214 3-0 7-0 1 3/4 A 5G BIRCH HM HW-7 20 MIN. 3 HNGES E6IgI 4-112 x 4-1/2 NRP 1 tl II - 1 EXIT DEVICE 210OF 36 5E?C NITS 21q YOUTH G GP-f VB-1 FF GWB P I AGB-f FF 8-0 i t r t « u 215 3-0 I'-On 1 3/4 A 5G BIRCH HM HW-q INTERIOR PAIR DOOR „ I EXIT DEVICE TRIM AU546F 0 220 TRAINING G GP-I VB-I FF GWB P-1 AGB-1 FF 8-o4-1/2' x i N 1 H 216 2'-8" 11-01 1 3/4 A 5G BIRCH HM HW-b I CLOSER 3521 BF TBGN 6 HINGES 13131279 4-112 x 4-1/2' rJ 221 HALL CP-I VB-1 FF GWB P-1 ACB-I FF 1'-O" I HOUR RATED CEILING I r RE5HOLO 4135 x 36" 2 FLUSH BOLT 2620 � B 1 r 1 N a 217 3-0 7-0 1 3/4 A 50 BIRCH HM HW-7 N I DEADLOCK P-1 A -I FF q'-o" I HOUR RATED CEILING I DOOR BOTTOM 7775 V x 36 D DLOG 315 222 HALL B GP i V13-1 FF GWB GB r- i N 1 « II N N 2 CLOSER 3501 BF TW-;N - TRIP I x +2 x 4 218 3-0I'-Om 13/4 A 5G BIRCH HM HH-I O MIN. I SET Y�EATHERS 861 5 V I 36 8 f II Y N 2 PUSH PLATE 305 3-I x 15 223 NURSERY G CPI VB-I FF GWB P-I AGB-I FF 8--0 I DOOR SILENCERS 608 /2 1 II 2lq 61-0" 7'-0" 1 3/4" E 5G BIRCH HM HW-11 20 MIN. 2 DOOR PULL 36N 3-112" x 15" . 224 MECH. G GONC VB-1 FF GWB P-2 AGB-I FF 8--0 1 N t a a 220 3-0 7-0 1 3/4 A 56 BIRCH HM HW-q 20 2 FLOOR 5TOP 241F ' " 2 SILENCERS 22 AN -I FF GWB P-2 AG -I FF 8-0 i r 1 r n DOOF? L R5 6O8 5 .J G GONG VB B P� H'� 221 3-0 7-0 1 3/4 A 5G BIRCH HM HW-q 20 MIN. HARDWARE RFU 5 226 ALCOVE B GP-1 VB-f FF GWB P-1 AGB-I FF q'-O" 1 HOUR RATED CEILING 222 3'-0' 7'-O' 13/411 A 5C BIRCH HM HW-q 20 MIN. n HARDWARE GROUP HW-11 227 STOR. G VCT-I VB-1 FF GWB P-2 AGB-I FF 5'-Oil 1 11 1 a « � E �� 223 b-0 7-0 1318 D MA50NITE WOOD BI-FOLD 228 LIBRARY G GP-I VB-1 FF GWB P-1 AGB-I FF 101-0" 224 3'-01 7'-0" 13/4" A 50 BIRCH HM HW-q 20 MIN. NOT USED INTERIOR PAIR DOOR 22q HALL B CP-I VB-1 FF GWB P-1 AGB-1 FF q'-0" I HOUR RATED CEILING 225 3'-0" 7'-0" 13/4" A 50 BIRCH HM HW-q 20 MIN. 6 HINGES 1313(279 4-1/2" x 4-112" 230 MEN G VGT-I VB-1 FF GWB P-2 A65-1 FF 8'-o" GWB-3 BEHIND PLUMBING f r 1 " I LOGKSET AU 5307LN 380AN 497 226 3-0 7-0 13/4 A 5G BIRCH HM HW-�I 20 MIN. I FL15H BOLT 34330 1 — 231 WOMEN G VGT-I VB-1 FF GWB P-2 AGB-I FF 8-O GWB 3 BEHIND PLUMBING 227 3'-04 1'-0` 13/4" A 5G BIRCH HM HW-q 20 MIN. 2 CL05ER 3501 BF TBCN 228 3'-0" 7'-0" 13/4" G 5G BIRCH HM WIRE HH-6 20 MIN. 2 WALL STOP 236W ' ' 2 DOOR SILENCERS 608 NOTE. FF DENOTES FACTORY FIND 22q (o-0" -0a 7 1 3/8" D MA50NITE I WOOD BI-FOLD I I I Ak L. 1< 50LID PANEL FL)5H 501.I1? PANEL FSOLIO PANEL FLU514 INTERIOR FAINTING FLOORING MATERIALS BIRCH DOORS 131-FOLD DOORS BIRCH DOORS IL INTENDED USE DESCRIPTION ITEM DESGRIPTICIN i P-i DZYWAL-TYPICAL RAM FiNI5H2 GOATS: LATEX"FLAT"WLL PAINT GP-1 CARPT 26 OZ NYLON WTH UNTARY BACKIG ECAMR6E EXPRE55 OR EQ SOLAR 0REY LITE {-- TEMPERED 5EE 5GHED. Y1�IALL-�..FIN( : LATEX PRiI�RfG`aEALER � P-2 DR 5H I GOAT (FOR HET AREAS 2 GOATS LATEX SEM-6L 1 055 ENAMEL CI CERAMIC H_00R TILE 16'1 THIN-5ET PORCELAIN TILE �-�L.A55 P-3 NOT U5ED F P-4 NOT U5E0 P-5 WOOI?-PAINTED I GOAT.- FOOD 006%OATER Z COAT5: HI-6!.055 LATEX ENAMEL O BASE MATERIALS w P-b HOOD DOORS-PAINTED I COAT; WOOD UNDER60ATER 2 60AT5: 15EMI-6LO%LATEX EI L. ITEM DESCRIPTION LL VB-I VINYL 5A5E VINYL COVE BA5E-5TANDARD COLOR 5EL.ECT10N5(IER.CER OR EA) WHITE ANODIZED ALUM.STOREFRONT EXTERIOR PAINTING A DOORS AND FRAME (; PTI CEILING MATERIALS INTENDED USE DESGR I 0�l P-q DOORS AND FRS 1 GOAT-. ALKYD PRIMER-62REY 5YH30L ITEM DE56MPTM 4"x x 'ARNISTPO 2 GOATS; URETHA1t�GLOSS ENAMEL AC-B-1 AGOI�55TIC GLC.TILE 2 48" 3/8 N0 MINABOARO OR EQUAL WALL MATERIALS A613-2 r°4OUSTI0 GL6.TILE 24"44'0/4'FINE FISSURES ANGLED TEIt CEILING TILE CD CD F1 "mF 1= ITEM DE56RIPT ON &6-1 GYP%H BOARD 1/216YPRH MALL BOARD V �- 6H3-2 GYP%I @QARD 5/8"TYPE'X'FIRE RATED GYPM BOARD <�IRI�-3 +GYP '(80ARD Ian MOISM;ZE REV5TANT 6YP%H 130MO NUT TO SALE tinninii 3t_/M 41-21 `7 x(1_2" L � 2t—VLN WINDOW UWIRE a_A55 „1 51ZE MA MATERIAL HIi D A 4'-0" 4'-0" FIXED GLA55 ALUMINUM 50LAR GREY B eqiewed Bill i �il 71 4 O11 FIXED GLA55 ALUMINUM1 1 11 f 1 - I FIXED GLA55 ALUMINUM 4 DA G 4-O �DIAa 0 � .1 /A—\ Q 11-0111 fl 11 M T M D 6O -25 ARCH FIXED G�.A55 ALUMINUM RAN50 ONE-HOUR RATED E 31-O" 51_/111 IX I HOLLOW METAL FRAME rye P �c F 214911 3- (FIXED6 WIRE GLA55 LL OW META ONE-HOUR � O� NOTE.. ALL WI NDOW5 ARE EET I AG GLAZING BRAWN @Y: MAD NUT TO 5GALE �� PATE: 4-15-046 IUMINR R"SION DATE 65'-O" I. PERMIT REVISIONS 1-24-06 251_411 151_8° 241_011 111 - f_;31 11 I-3 I 251_411 151_81, 241_01, 11_3 loll I I_3�,1 _ D 13.8 B B Ab A ✓ A5 24 1-011 D G B A B SEE SHEET Aq FOR 81_511 161_011 A5 ENLARCEID PLAN 10 B _ A6 OF STAIR AREA B - I AE I A I I EXPANDABLE IENDWALL .®. -4- _211 _�. � ( EXPANDABLE END LL:-i - _ 6 — — — — — u(0 1 !1 I 11 I 11 , 1 ,1 1 11 11 11 O 20-1011 15-2 2- 151-211 11-2 Q 114 140 .140 106 O b _, _ = Co 22 I b - ' cs- I I _ ADULT — 1 ADULT ECH. r 21 . dJ _ dJ dJ w — = 211 m _ 0 O (:,oD I I 'd_ 119 , 102 N = O O m = O ® ;� � ADULT N N N i - N N t'(� .` N N N 209 223 , N I � 0 222 i - I I � I I i- _ STAIRS d- 212 Lu A226IoU STAIRS - - HALL - B ELAN11G = o o - 221 O O r118 129 I 103 -, � I 213 � � o0 w m 224 V I I 225 227 Ifill — - _ I I - _ .�.1 II r -o (511-211 _► 07 2 BOX COLUMNS WITHd- I _ - n d- YOUTH d- YOUTH YOUTH STUDS $ GYP. BD. O A6 I = I I _{ I A 4 DEACONS -' -' 214 c0 MATCH OUTSIDE o - O 21 B o 215 co N N I ._ � � _ D I� d' 1 wor��HIP _ ® _ �- m I COLUMN (TYPICAL) OFFICE A O .. _ .. -..._ .._.. - � .. _ _ .._ .. _ .4_.. _ .._ _.. . _.. _ .. .. _ .. _ .._.._.. _. .. - A5 � a O U �. I N A A TATRA O _ _ _ �.- .�_ .I. _ .._ - _ _ _ _ _ I_ 11 ,_ 11 !_ N i_ h 1 11 = t) A5 A5 - - 20 l0 b O 11 8 1I 4 15-2 (51_•]11 I O 81 111 2a1-10ll O 00 V/ VAULTED I VAULTED L N N 2 I = N N -. TOILET T MECH. - N CEILING I CEILING STORAGE 2 p'S - M 207 - I � 218 217 •� , `� MEETING 131 _ - Q —IN _ — 217 1 2 VJ i N , N _ 1H - 1 .219 2 I (� rY O �4 116 d- AS 0 - o m - � 0 �- STO R. Z J o - 1 I - t 11 , ,i 11 1 I 4a-oLL b-Io 8-4 I los � I 4 ,n I 220 = ua - - O J O O O O _ I _-- 21b _� .�.! 4 — — — — — — — — 4 4 — 4 _ O ' I — r - O O ' " p O U REF. FRZ. I —iN _ _ - Z it i ' I I u 1 1 , u 1 u i -8 5-o 8 2 6-0 ( 14-O 241-2110 i I I I N to l02 I I C2O) - = U - I15 - I O I I o 0 0 4 Q PASTOR TRAINING YOUTH d- 181_311 I 244_1111 b'-81, 151_211 i1 ® 220 218 I 214 i'-I" lora" �'-I" I KITCHEN _ _ o - = o = � - •�u T_ HALL 2 Q 5 r _, O I I I 2 15 ' 1 i -' 222 -' _, _, 13 I_ - I in ;n sn 4 i 213 I 208 I ,n w N N dJ _ N N N N N O — 4 113 �- - -- - - -\m MECH. D. ; ii ' IFIRE SUPPR 5510N _' I HALL 20 NURSERYU q I _� = 133 _ SYSTEM 0 Wit- 221 d- 09 12 I- = Q - 2 I I ��- SECRETARY m I 2 3 = � (Y 4 - I10 I I Q A r I m �- A Q _ NURSERY , F _ F 1 11 I I L� - 204 - o - _ O _ LINE OF GLC. •d�• - - �- � 18-6 0 .� - O o MECH.. - °- 1 N 138 dJ _ — _ � r COFFER ( , I Q Q - -' m � -1Cr1 10"1 I "—' � ! 8 1 tl � , 11 224 1 11 m N F I (ABOVE) ; � 201-1011i 2 b-O ( 14-4 -2 la-8 o - I F - — - — — ° — — — — J - - — 3 3 I R - � 3 ENCLOSURE ';' o I LIBRARY , _ F m - U F - / , yr O O 228 W Q 1_ U 1 11 ,_ I _' I It I = � � I 12 - 10 I N [Mo II J N. - 221-51 � O b 0 m 1, (� 14 8 3 5-1 - 2oi = `� MEN iso ty m I-71 25 230 p Q r �- 10 +- EC�lU1P. MEN I I DOW I E F 5 _ I 1 _ 4 I 1 1i 139 H.G. TALL - STAIRS 12-a 206 D _ o H.G. STALL 134 0 - , sn = - , - r m +J VESTIBULE 1 I I - I ® _ N I _ 1 If I 137 I o o - o ' _ _ 1 3 II f II , 11 = 11 - 5 _ _ �- -2 8 4 HALL l4 4 4-2 _ Q Q c•� ELEV. - - d O O I _ _ 108 - I m d- 228 - Cn I u _ I d- ALC !P sty C� s� ELEV. coaJ Q Q Q o 8 I _ - N N - B — N I 1_ 11 �'- " o o " _ _ 0 0 - 8 8 25 10 8 0 2� I - _ I I Il 1 - II I 11 � I N I A:3 - 8-2 a-8 I -4 7-O I b-10 - LCOVE - 0- vI _ m 136 H.G. 5TALL I WAITING I = H.G. ALL, C1 cy I .YOUTH - I \ I l07 WOMEN _ _ I N I 10b 135 4 O 202 i 201 O 3 2 4 ' OMEN N I - i 231 — _ - I , 1 - 1 I1 1 � II i 11 — - _ - �- m 0 4 m _ � - I m u> 114 _ I r a 2 3- {4 0 _4Iv4 o 2 =� 2 �- - _ O A = 2 r 2 ® _ _ ® ® !(ABOVE) IN Q I 101 O �.. � m A - L. .. . . , I - _ _ ---I-- _, I �- D G D - A m E E �- _ A� 1 o I o o STO R. B I �r A9 1.8 1 � U-4 - % 5EE SHEET A7 FOR 22 As ENLARGED PLAN A5 SEE SHEET Al FOR I OF TH{5 AREA 5'-6" 4'-O" 61_2" 4'_011 4'-O" - - 4'_011 41_01' 6'_21' 4'-O" 5'-6° ENLARGED PLAN u , u 1 11 11 , 11D SEE SHEET Aq FOR o , ,1 I , 1 1 i I , 11 { 11 , N 151-611, 141 0 b-2 4 0 41-10 -q ell-111, 6 1 2 4 0 4 0 b 4 0 5 6 OF TH{5 AREA Q J. u , 1, oll 01 ENLAR6ED PLAN 23-8 23-8 — I 23'-8' I-11_g11 231_8,1 I _ OF 5TAIR AREA I , r C _ C �; C C - is> N m A5 gid" A5 N N N N = _ A5 A5 ' I- I o - 1I ( P FTE CO H RE� I I �y _ I GONG. CURB SEE I PORTS GOGHERE CIVIL DRAWINGS ROOF (BELOW) I _1� I • � N — - -� -- -- — — I cnlb- 1, I I o : 141-411 _ I I mitt- Q 1'_8" II Q,11 B (/ A5 A5 D A D G B A , I1_31�II 1 i_31�fi I_��11 I_31�11 B.q B.I V I 11 1_ 11 241_x„ I-�,_5„ 241_011 23-8 1-71-all23 8 b51_5,1 OF 65,_511 C3 Li Li CwmjCD F-1 F I FR F F=1 11 c 1 11 SCALE. 1 8 1 II_ SCALE. 1/8 - 1 '-011 -�- CS' C3E=NEt�AL NOTES NOTES LEGEND: WAIL TYPE LE(jEN 1. EXTERIOR DIMENSIONS ARE TO EXTERIOR FADE OF METAL 5TUD5 OR METAL 6IRT5. 1 3 5/8-25-Ib METAL STUD WALL UPTO FLOOR DECK A I IN o INTERIOR DIMENSIONS ARE TO FAGS OF METAL 5TUD5 OR MASONRY,TYPICALLY, 2r�2?�T�7% 8 GIRT METAL BUILDING SYSTEM WALLS WITH EXTERIOR METAL 5 D G WITH SOUND IN5ULATION, EXTEND (1) 51DE OF 6WB R/t ETAL. ST'U C� LE C�E N C� 1, . A INTERIOR WALL5 ARE 3 5/8-25-1b METAL 5TUD5 WITH 1/2 GYP5UM BOARD 1, „ UPTO DECK 2 ALL WA WITH 112 8 GIRT METAL BUILDING SYSTEM HALLS / EACH 51DE UNLE55 OTHERWISE NOTED. ALL ANGLED WALLS ARE 45°. METAL FURRING CHANNEL AND GWB-i (INTERIOR FAGS) cp METAL STUD GUA6E 2 FURR WALL WITH METAL STUD FRAMING TO BE .i 0 3. ALL EXTERIOR HALL5(UNLE55 OTHERH15E NOTED)ARE 8 METAL GIRT HALLS WITH INTERIOR OR EXTERIOR METAL 5TUD FRAMING FLUSH WITH COLUMN BOXING �l1 JOB 3 5/8 rj- t4. METAL 5101N6 BY METAL BUILDING MANUFACTUERER,OE516NE0 TO MEET OR EXCEED - DESIGN PRESSURES. 3 - M b-20 16 METAL 5TUO PLUMBING WALL META STUD FIRE RATED HALL ASSEMBLY UL 465111111111!11 � , .�� ;,:: . HOUR RATED L , SIZE OF METAL 5TUD5 STUD SPACING,ON CENTER 4. ALL EXTERIOR WINOOW5 ARE FIXED GLASS ALUMINUM WINOOH5;HHITE FIN15H. UPTO TO FLOOR DECK (15T FLOOR) E 3` 6-20-Ib METAL STUDS AT ELEVATOR (I HOUR sFf# SHEET NUMBER: 1 I 5. 5EE METAL BUILDING MANUFAGTURER 5 ENGINEERED DRAWINGS FOR COMPLETE DETAIL o4 5TU05 WITH 6YP5UM BOARD EACH 510E FIBERGLA55 50UND INSULATION SHAFT ENCLOSURE, UL #4b5) r NT AND ROOF WALL SYSTEMS.OF STRUCTURAL ELEMENTS GOMPONE 5 ROOF/ HALL FURR INTERIOR 510E OF METAL GIRT WALLS WITH 1-1/2-25-16 HAT CHANNEL (TYPICAL). GONGRETE MASONRY UNITS WITH I-#5 VERT. FILLED CELLS 0 48" O.G. `� YSSEN KRUPP ELEVATOR - GIMARRON MODEL #2500 TFT DRAWN BY: MA5 DATE: 4• U 65'-ON I I 151-8N 241-011 I I I6'40 FIBERA%A55 DECOR. COLUMN 221_8311 22'-8 " - N ( I 4 l� O 3 1 I I OVER STRUGT`URAL COLUMN I I A lri A I I _ 01-011 I61�1 o I I } TOP OF FIN15 IED FLOOR TYPICAL I I I I STRUCTURAL COLUMN - I I _ EMBED 6" INTO GONG. . ,_.. _.._ �..-�..r _ PEDESTAL,SSE METAL m m � NG. `T BUIL191%WP ORAHINC-75 L —I_ � _ � �, Gq Gl1RB _ 3' 4 FOR BASEPLATE DETAILS I 1-! TOP OF FINISHED FLOOR 4-1— — -- -T-- - — - ---- XX OR /\/\ /\/\/\/\f\/\/\f\,/\/\/. m I 5TAI LL I m \� \`� \\ \ \\ \ \\ \\ \\ \ N N Ny ol '\6/-O" x 6'--O"GOZ. FOOTING \W1645 EA. HAY LL 417 1 %, / /�\ i N N► 1 I i ,\ to-lo -o (x b-o o o 6 TYf"IGAL I TYPICAL 1111111111101111111011 11101 Ill, a aCD _ � CONC. PIER DETAIL I I � �3 N a 3000 P51 4 CONCRETE FLOOR SLAB s _ WITH IBERM 5H REIW-ORGfiNC OVER � SCALE. 3/4" - ('_O" 4" LI644TWEIC-MT CONCRETE FLOOR 00 1 N 6 MIL VISGUEEN OVER GOMPAGTED N 5LA3 OVER METAL DECK PANEL. (of-ON 6-O CN cv TREFA ED FILL - SEE GiVl DRAHIN GS (TYPICAL) c� ICAL TYPICAN.FIND! FLOOR ELEVATION N 4 N I I = o I _ I = ' — — — ---- --- — ------- — — — - 4 LL I I �. uw � I J I \ , z -- -- -- 6 MIL V15WEEN \\ \ -' #5 VERT. AT 321 O.G. WITH FILLED 50LID CELLS(TYPICAL) \//� < #1 HAIRPIN(6 REQS D) FILA. WITH COMPAGTIOLE FILL - #5 VERT. AT 32" O SEE DET. H61G. GoMPA1CT TO a5i GF MA3CIMUM j WITH FILLED 50L1D DENSITY AS DEFINED BY THE _ I I aGELL5(TYPICAL) MODIFIED PROCTOR U Y T'YPI6AL TYPICAL 43 _ — g 6N 6M BL4GK — s'1FN } a I 3 3 1 u - 3 I I IIn � I = I I J #5 AT 12N 4G. E.W. OJ U /6" x 1 1/2" DEEP 5A H GUT 51 N -- b'-6' b'-6" CONTROL JOINTS (TYPICAL) T(P AL _ 5EE DETAIL C-7/51 ' r- IFO _ _ \ r V = EL A OR5 - _ ELEV. PIT N N = _ m m 1 3 r- 41.01 I 1 N ' D _ I PIT DETAIL TYPICAL � �/'1 ELEVATOR � S'1 in J r Nor �' SALE: 3/4" 1'_�" Z — — — — — — 2 r = I 4 ! I I y I I I 1 _ �- -, L _ _ _ _ _ J TYPICAL - -- --- - a - --- ! { s A TYPICAL -yl_�11 IA 1_/1N 11141121_8,10. I �� 1 V V I I I � R TE 1ZE I SEE BLDG. MFGR. PLANS F0 BASE PLA 5 5 S� A 22'431 ry 20Iyi N 2 _/yN L 241-oN f—� J-L 6 I 1k -1 4 1 u s-O i-3 5 bs 1 1" �- f-3 41_b1 � 6 �l 6 MIL V15GUEEN s I I 1 N a � � � � �► � a 9 r N } II( #5`S AT 12 O.G. EACH _ — ES L WAY TOP AND BOTTOM 4 PED TA'L ® r . � GONG. 1 1 LWMi Z=j 11.............Ak . _ s i TYPICAL SCALE: 'I/81 - 1 -Ox Ill //��///. //i'//" �'•'''/�//�•// FILL WIT14 COMPACTIBLE FILL - 251-40 1�I- N 251-4N _ SEE PLAN01 COMPACT TO OF MAXIKH m DEN5ITY A5 DEFINED BY THE MODIFIED PROCTOR �5-O V �C F�� LmwJ U � I I\ITE!�!�� t� M CLU -NO FOTI N � SCALE: 1/8"= 'I '--O" 1 5GAL.E: 3/4" = 1'-0" 1 r^ c 21_01 C� 5EE BLDG. MFGR. DWG. FOR AWMOR - ADD GONER BAR ? N V BOLT LOCATION AND 51ZE 245 toP -�5 TOP bx6xl0/10 W.H.F. #5 AT 12" O.G. 1/6" WIDE x 1 1/2" DEEP SAW 2 . GUT NT14 A WET BLADE SAME DAY ON EARLY POUR /_I-#5 TOP 4"CONCRETE 5LA3 OR FIRST THING NEXT a (TYPICAL) MORNING ON LATE POUR d TTO �5 BO M 6 MIL V15GIUEEN 2- 2 _ � � _ #3 T1E5 -116 . I b MIL VI5GIUEEN c� 5ET5 0 6 o.G. — d 2 6 MIL V150JEEN # 4i # TIES AT 36N 0.6. #5 AT 121 O.G. 245 BOTTOM JIM 2�- 5 BOTTOM \\ // // / .0130: ITH MPAGTfi E FILL FI GO ,�; LL ``` ,/ 01 FILL WI-'H GOMPAGTIBL FILL \`\\� �'`� \ ` I 1 COMPACT TO q5�5 OF MAXIMUM � \ \ FILL WITH GoMPA+GTIBLE FILL M / f Y THE . /i. DENSITY A5 DEFINED B � L#5 AT 12 O,G. COMPACTED 4 TREATED , 1�AX1MUMMP T To�5�i OFGOMAXIA� � F MUM COMPACT TO 5�O GO AG N 1 ;, t� R SEE PLAN � DETA L5 4 MODIFIED PROCTO I 1 I N q MODIFIED= FILL 5� MOD 1 INED Y THE _ V 0 1 D ` ..1 #�EN51T`f A5 DEF B m 6 O DENSITY A5 DEFINED BY THE FOR FTC SIZE � REINF. TOR N PROCTOR MAX DRY � MT t�u�(r R: MODIFIED PR OC MODIFIED PROCTOR ON SHEET 15i DENSITY (ASTM D 1551) STANLEY COLUMN FOOTING TYP. WALK TURN DOWN CORNER PEINF. DETAIL_ CONTROL .JOINT DETAIL STANLEY No. NEE � � j3009 STANLEY ENGINEERING, INC. I� �� VV � 1 i i I P. e.�L.vt''1. <904) 721-573 (904) 721-3503 A :s ' 7820 aRLINQIG N EXPRESSWAY, SUIT£ 540 ►' SCALE: 3/4" 1' 1011 GALE. 3/4u I�-U" SCALE: 3/4" -O 5GALE� 3/4" _ q JACKSONVILLE, FLORIDA 32211 SCALE: 3/41' 11-0 EMAILi staremorftettscuth.net ORLA l BY: MAB momamou NEWMAN E. STANLEY. P,E. DATE: 4-10-40b waw NNIMM 17-24-0882 1. PERMIT REVISIONS AN Aw 7 L mmFY Ivi L 1\ vv r U � DESIGN PROFESSIONALS: FOR: zLIL cam-11.(BY ams) � � V V � , ■ I � � � � � I � � I �� I o N A'vmn""'Y LEPNEw3ft �pmowlm I �� criumLiH 7 501.ID ROCK ENGINEERING CONSULTANTS, INC. 336 hl EWERTON PLPYGE oJAGK0YILLE,FLORIDA 32254 Q04-2'08340,404-230-8262 FAX MAYPUH—t ��AD rn� c:1 ARGON G1URE t GONSTtdJGTION, 1%. M A Y O H TF L O I� I D A � 11497 COLUMBIA PARK DR(VE NEST,SUITE I 0) JACKSONVILLE,FLORIDA 32258 LJ„ 00 Lo 404-260-6605,Q04-260-860N FAX L I c., 5R�11G11�tlU_ � D Z _j y���,��, ,�. DESIGNED BY: m la o ILL � 7620 ARLfN6TON EX'RE55WAY ui JACKSONVILLE,FLORIDA 32211 �� �� U � 904-121-5513,904-121-3503 FAX � Z Ado O V W EN Q INC . IMI DEAN ROAD C H ITE CTU F� E & CONSTRUCTION , � JAGK50M/ILLE,FLORIDA 32216-4520 114 -1 G UMBIf� PARK I7R1\/E WEST SUITE I JhGKSON\/ILLE, FLQRI �p. �ZZ58 Q04-Z60-8605 �f04-X60-8hO�i FAX � 7 I 2 A 121-2 29 F 0�-- 404 2 323, 04 3 ftX U o - PERMIT SET 4- 1 �-0 � W a a I m U d U Q GENERAL NOTES: I. DO NOT SCALE DRAWIN65 - DIMR�1510N5 SHALL GOVERN OVER PIAN AV ELEVATION � DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SGftLE DETAILS. SYMBOL LEGEND T 2. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY DESIGN CRITERIA AND NOTES: OMI5510N5 IN THE NOTES OR CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED AS RQIEVIN6 THE CONTRACTOR OF SUGIt RESPONSIBILITY EXCEPT FOR ITEMS T 3. THE 6ENERkL SPEGIFIGALLY NOTED. A BUILDING SECTION DE516NATION -SHEET WHERE SECTION IS FOUND U � Al I. GORES CONTRACTOR 15 TO PROVIDE ALL LABOR AND MATERIALS TO FLORIDA BUILDING CODE(2004 EDITION),A0I-318,A6I-530,AISG (LATEST `b ,�,� ; 3�C EXECUTE T1iE WORK R5 SHOhA! ON THESE LiRfUKINGS WITH THE EXCEPTION OF ITEMS 1 EDfTI FIRE RESISTANCE DE516N MANUAL TEST EDITIpt�U. ON5 (La �, J 7" " 1 R '8Y OTHERS". TAI MARKED "NOT IN CONTRACT", N..G. O R5 DETAIL DESIGNATION - SHEET WHERE DETAIL 5 FOUND ARjC S1 4. THE CONTRACTOR AL.L REVIEW ALL PLANS NOTES GENERkL CONDITIONS, AND z. uv� �oa,�s � 120 5k ROOF LEVE LOAD............20 PI ' 1 � V IFIWS O DIfiGREPAtJGIES LSHABR HABRE RPDORIMTDy'TO T}iE ARGHITEGTIPW RLTO FLOOR................100 NSF GpMMFNGIN6 WITH WORK. ANY VARIANCES OR DISGREPHNGIES NOT REPORTED TO S1 WALL SECTION OR ELEVATION t7E516NATION -SHEET WERE ELEVATION {5 FOUND THE ARGFNTEGT SHALL BE BECAME THETHE RESPONSIBILITY OF � CONTRACTOR. b" ♦ 3. BASIC WIND SPEED = 120 MPH ) d o-so � �✓ t� SGHE EXf'05URE Gi11E60RY = B ' � 1 5. THE CONTRACTOR ykAlL PROVIDE GENERAL ROOM CARPENTRY AND BLOGIGN6 A5 poi DESIGNATION -SEE FINISFf C�ILE C1 IMPORTANCE FACTOR = 1.0 BUILDING CATEGORY = II i ( 120 REGXIIRED FOR iH15 PROJECT I�+IGH MAY NOT FALL INTO THE .URISDIGTION OR OFA � �I TRAM, BUT 15 INTERNAL PRESSURE CAEFFIGIENT = 10.1b(ENU-05f�) � L LO COMPLETION OF GPNSTRUG BRED FOR THE PROPER.108 EXECUTION AND ooi DOOR NUMBER DE516NATlON -SEE DOOR SGHEDU.E O GOh1PONENT5 d CLADDING = WALLS: 33.1p5F -44.1 F ♦ V V d � � � � b. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMI5E5 FREE OF ACGJMULATION � WINDOW NUMBERDE51GNA7tON - SEE WINDOW 50FEDULE p.,,.� IL CLADDING: (42.1 F_12. F � OF HASTE MATERIALS OR RUBBISH CAUSED BY THEIR OPERATIONS OR THE � J� 4. 50fL 13EAWN6 CAPACITY = 2500 P5F(ASSUMED) � OPERATIONS OF ANY HIRED SUBCONTRACTORS WITHIN THE AREA OF W0RK. � DAtUM POINT FROM FINISH BOOR LEVEL,UNLESS OTHERWISE NOTED. METHODS OF REMOVAL MUST BE A6REEA9LE TO THE Ot^QJEFL Awft 5. MATERIALS 13 0� 7. THEIR 94ALL BE NO 5UB5TII1JTION OF MATERIALS SPECIFIED WITHOUT APPROVAL BY Q CONCRETE(NORMAL WEIGHT - 28 DAYS): THE OFdJER OR ARCHITECT. MATERIALS MENTIONED BY MANJFAGTURER SHALL NOT 0- - I WITH T PROJECT LOCATION MAP TI P5 WI 4bl STONE A ' i TED THE SLAB E FOO N� 3000 BE 5UB5TINTED tR�I.E55 THE TERM OR APPROVED EAU L 5 NO } ARCHITECT SHALL APPROVE EQUALITY BASED ICON INFORMATION SUBMITTED BY f�lE METAL STUD L�G E N D � a ,f * RE�t�ORGING STEEL - ASTM 8615, 6R INDGATES PROJECT LOCATION 'l 60 CONTRACTOR 0 LAPS ---------- 40 BAR DIA. MELDED WIRE FABRIC - A5TM AI85 8. ALL WORK SHALL 8E PERFORMED IN ACCORDANCE WITH THE RULES AND /METAL 51UD 6UA6E ryCL THi5 BUILDING 15 NOT LOCATED IN THE WIND BORNE DEBRIS REGION � fZEGULATIONS OF THE GOY�RNMENTAL PSENGY HAVING JURISDICTION AND SHALL corForzM TO ALL sAFerr AND SANITARY LAWS,un,couNn,STATE aNviaR 3 5/ 25 6 �' Q HOLLOW CMU: ASTM CAO,`TYPE II,Fm = 1500 P51 FEDERAL ORDINANCES WHICH APPLY. Q ARCHITECTURAL CMJ, Fm = 2500 P51 a � QSIZE OF METAL 5ND5� �. THE CONTRACTOR SHALL KEEP SUFFICIENT WORKMEN ON THE JOB SfTE AT ALL TIMES TO 5N05PAGfNGt � Ll ,ON CENTER IN TH MOST EXPEDITIOUS MANNER GON515?ENT WITH 600u PERFORM THE WORK E MA50NRY MORTAR: ASTM 0270, TYPE "5" WORKMANSHIP,SOUND BU51NE55 PRACTICE,AND IN THE BEST INTERESTS OF THE END USER. w � MASONRY 6RaUT: ASTM 6416,3000 P51,8" 70 I I' SLUMP zAIo MIN. VERTICAL REINFORCEMENT LAP - 25 NA.NJ Q (L 6. COMPATIBILITY WTH OTHER55 METALS ■COPPFR MATERIALS SHALL NOT BE USED IN DIRECT CONTACT WTH Ll ;`=�iT (`.�JF N1ETALLIG COATED STEEL MEMBERS OR COMPONENTS. p1 1. 5TANDINGSEAM ROOFIN6GOVER: X1 COVER SHEAT THIS SHEET M1 LEGENDS., SCHEDULES DETAILS � SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF PANELS,CLIPS, D6 AND FASTENERS TO RESIST UPLIFT FORGES LISTED ABOVE. M2 FIRST FLOOR MECHANICAL PLAN �- VED si ION PLAN � DETAILS M3 SECOND FLOOR MECHANICAL PLAN � APPR� i/ FOUNDAICITY Or A��A. T1C 3EACH BUII D�N�a OFFICE CODE SUMMARY. OCT 1 290 w 8. TEMPORARY BRACING: GONTRAGTORSHRLLBERE5PON5I8l.EPORALLTEMPORARY Al FLOOR PLANS ES ELECTRICAL SITE PLAN 1-UNIT BUILDING ba. � BRACING THAT 15 REQUIRED DURING GON5TFaJGTION 70 KEEP A2 FINISH DSCHEDULES El ELECTR1 CAL SCHEDULES sy6 �T STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE 15 IN N0.OF 5TORIES: 2 PLACE. Bt2AGIN6 SHOWN ON DI2AWfN65 15 FOR THE COMPLETED LIGHTING PLANS �ILoI►� �: bS70 S.F.A3 DOOR � WINDOW DETAILS E2 STRUCTURE ONLY. BUILDING HIT: 35'-6" �8.6F2ADE .. POWER PLANS ��eweqq. �.,�o„ � �o�I�,MIN.CLEAR COVER FOR A4 EXTERIOR ELEVATIONS E3 RESNFORUNG SHALL BE A5 FOLLOWS: GON5Tt�1G110N TYPE: I!-6 Q.e 6y toe r: ,20G'310 A5 BUILDING SECTIONS SPRINKLERED: YE5 FOOTINGS: 3' 10. ALL REfNFORGING SHALL BE HELD SECURELY IN POSITION WITH A6 WALL SECTIONS Pi PLUMBING P & DETAILS OGGIPANGY: 6R�I1P �a,-�' SMALL ASSEMBLYST�����I� �I%�I� � � �"��. A7 ENLARGED FLOOR PLANS P2 WATER LINE RISER �P�YLOAD: 545 3HE�T NUMBER: ADA AGGE55113LE: YE5/ F0 II. ALL STRUGNRAL OPENING-6 AROUND OR AFFECTED BY MECHANICAL, I L I N G PLANs iREFLECTED CETbTAL #OFEXITS: 4 RNA" TO AND PLUMB N6 EQUIPMENT SHALL BE VERIFIED WITH AS Ev ROOF CLASSIFICATION 00 DING H1114 STRUCTURAL. EQUIPMENT Fi1RGHA5ED BEFORE PROGEE A9 STAIR DETAILS LS1 LIFE SAFETY PLANS Al O MISCELLANEOUS DETAILS Al 1 BATHROOM ELEVATIONS E01 EQUIPMENT DETAILS '�/l PRAM 6Y� MAB r 2 ROOF PLAN �Al PATE; 4—I 5-06 SPRINKLER SYSTEM ENGINEERING CRITERIA OVERALL DESCRIPTION: THE CONSTRUCTION WILL CONSIST OF A NEW 2 STORY 11,000 SQFT CHURCH ON THE SOUTHWEST CORNER OF THE INTERSECTION OF MAYPORT ROAD AND DUDLEY STREET IN ATLANTIC BEACH. OCCUPANCY AND CONSTRUCTION TYPE: — — — — _ THE OVERALL BUILDING TYPE WILL BE TYPE 213 UNPROTECTED _ N09 o NON—COMBUSTIBLE CONSTRUCTION. THE BUILDING WILL BE A — _ R 2g , L�-�I I E C _ MIXED USE FACILITY WITH A LARGE WORSHIP AREA ON THE FIRST A SMALL NURSERY ETC. THE �— — ---- _ 4. 7g L-: � ���. FLOOR, OFFICES, MEETING ROOMS, , _ � , � 7.50 �-- �\j, — _ DEL TA= >�,. OVERALL OCCUPANCY SHALL BE CLASSIFIED AS A-3. L T P VE° — �. GOVERNING STANDARDS: NT = To o NOTE: UNABLE $ V OBTAIN IN TO — SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH THE °� I EX. 24" CONCRETE SIZES DUE OF --� 2002 EDITION OF NFPA 13, THE 2002 EDITION OF NFPA 24, AS I PIPE �-� WELL AS THE 2004 FLORIDA BUILDING CODE AND THE 2004 y CURB & GUTTER ISTRUCTURE _ \ _ (TYPICAL) ° /CUR �TEE L (12 6C) �— _ _ FLORIDA FIRE PREVENTION CODE. Top CRA L (12(12- _� -�— POINT OF SERVICE: —�� A NEW 6" FIRE SERVICE MAIN AND BACKFLOW PREVENTER WILL OH ---o-- OH OH OH OH THROAT E _ OH �° ° ° ASPHALT P _� — BE ADDED AS A SUPPLY FOR THE BUILDING'S FIRE SPRINKLER 4 _TOB: °13.00 ° EX, CONCRETE WALK ° ° MEN T SYSTEM. THE POINT OF SERVICE WILL BE DOWNSTREAM OF THE o FFIC — H --� off° a BACKFLOW PREVENTER ON THE BUILDING SIDE AS SHOWN. s NAL o — v� TO E UNABLE AREA CLASSIFICATIONS: NOTE: INVERSE Tp THE EQUIPMENT ROOM, STORAGE ROOMS, MECHANICAL ROOMS, TOB: 13.00 - 0 D TOB: o� EX. ° - , 13.00 ❑wi/�- OH -_ ,� d _ = SIZES OF a o CONCRETE E o H CR �� o IP TY LIBRARY, AND JANITORS CLOSET SHALL ALL BE CLASSIFIED AS i E - I 0H _ ° TE P ACCESSIBIL EX. IN E ORDINARY HAZARD GROUP 2 AREAS. THE REST OF THE AREAS �- CONCRETE R yYo �--�,H _ _ NCRETt ° WV DRI �G�TTCnNCRETE CURB STRUCTURE 3 INCLUDING THE WORSHIP AREA, OFFICES, RESTROOMS, CORRIDORS, ° E R (T CURS CURB TE EL (11.9 ) NURSERY, _ Y WV �� d ° ° TOP CRA AND COMMON AREAS SHALL BE CONSIDERED LIGHT 0 I ,TT�i a ° THROAT E (1"!DO) HAZARD AREAS. THE ATTIC SPACE IS CONCEALED, / tiYo RELOCATE EX. F.H. TO T, o ° ASP INACCESSIBLE, NON—COMBUSTIBLE SPACE AND THEREFORE WILL LANDSCAPE ISLAND I H ° T N11L T P/1 NOT NEED TO BE SPRINKLED. THE PORTE—COCHERE IS ALSO OF o — _ � o �/E NON—COMBUSTIBLE CONSTRUCTION AND WILL NOT HAVE STORAGE MEN; UNDER IT, AND THEREFORE ALSO WILL NOT REQUIRE SPRINKLERS. 0.R. 9 2 3D, 16-7 _ D o os c.j� '- ° z CODESIGN APPROACH: > THE�— o THE SYSTEM SHALL BE COMPRISED OF A SINGLE WET RISER IN PARCEL 9 = �- _ D — wv ° THE STORAGE ROOM AS SHOWN SERVING ALL AREAS. o —I 0/-/ = LIGHT HAZARD AREAS SHALL BE DESIGNED FOR 0. 1 GPM SQFT io / � I I t OVER THE MOST REMOTE 900 SQFT (BASED ON 10' CEILING / °� HEIGHTS ON SECOND FLOOR) USING QUICK RESPONSE HEADS < z _ o ° o > 1 WV RATED FOR ORDINARY TEMPERATURES AND SPACED AT A �' o - :�� - _ 1 S P`iG MAXIMUM COVERAGE AREA OF 225 SQFT PER HEAD AND 15 FEET m Co o� I � i � e E G YO APART MAX. st � �o HY ORDINARY HAZARD GROUP 2 AREAS SHALL BE DESIGNED FOR I N z N3WOM 3A00 I 0.20 GPM/SQFT OVER THE MOST REMOTE 900 SQFT (BASED ON 10' CEILING HEIGHTS ON SECOND FLOOR) USING QUICK RESPONSE .. O I _ Q Q i Lijco4, o 0 0 31n&LS3A I HEADS RATED FOR ORDINARY TEMPERATURES AND SPACED AT A CD MAXIMUM COVERAGE AREA OF 130 SQFT PER HEAD AND 15 FEET N3W / "dInD3 D — — — N z / APART MAX. c�, c�, �,. I I ° NOTE: AREAS OF COVERAGE PER HEAD CAN BE MODIFIED FOR � o i ej wV 0 — o o �, d E WAY _ o Q o EXTENDED COVERAGE HEADS BUT CANNOT EXCEED 400 SQFT PER DRJVE � o � 1 Q A83SdnN 3: HEAD. REMOTE AREA REDUCTIONS CAN BE TAKEN FOR QUICK - w RESPONSE HEADS BASED ON THE CEILING HEIGHTS IN THOSE Zt, — AREAS. T - E9 08, JJ cn 12.5 0 � i� N3HO11Y BT \ o ° M: 10.50 � �i = d ° O ° WATER SUPPLY CHARACTERISTICS: '� T08: 12.50 ARY 0 s , THE WATER SUPPLY IS FROM AN 8 INCH DEAD—END MAIN BTM: 10.50 - UT(2) �.6' — I RUNNING ALONG DUDLEY STREET ROAD BESIDE THE BUILDING. A o E — — o SE `?� — — ° ° ° \ H = 6 INCH BRANCH WILL BE RUN FROM THE MAIN TO THE RISER h — d ° — — - � o I I I - I LOCATION IN THE STORAGE ON THE NORTH SIDE OF THE BUILDING < ° s 2 38) n ° —�� I < <r� � I , AS SHOWN. THE DURATION OF THE SUPPLY WILL BE ADEQUATE I d 5 O 4 9 C7 39vaois g d o U) FOR THIS APPLICATION. ° z 0 ° 0) EX. 1 STORY U! ° ° ° o a< I 'N �M 3.0 Ex. N O CONCRETE BLOCK ° ° = 30I�30 4d1S?j0m f FLOW TEST INFORMATION: N CONCRETE ° o BUILDING DUMPSTER ° m ° I V L� W P O 1 �I D � x ° ° \ I I o A FLOW TEST WAS CONDUCTED ON 10/16/2006 BY CHRIS ADDRESS: #25 d a I , WALKER OF ATLANTIC BEACH PUBLIC WORKS. THE TEST PAD EX. 1 STORY CONCRETE BLOCK BUILDING ADDRESS: #44 "C & C GARAGE" °� ° C sZ t HYDRANT IS LOCATED AT 28 DUDLEY STREET. "EAST COAST AUTO BODY & PANT" ° o ° Saw15 ` THE RESULTS OF THE TEST WERE AS FOLOWS: o STATIC PRESSURE: 46 PSI POINT OF SERVICE ° ° 4d D ° O -,T L 2" WA T R SERVICE N WL: 10.0 _ -- -- = RESIDUAL PRESSURE: 38 PSI AND fel m ° 'Ho3W FLOW: 1,034 GPM NEW 6 EIRE MAIN ° D --� _ TOB: 12.0 BACKFL O W °° °° 7 °° °DOUBLE CHECK ° °° � �s VALVING ALARM REQUIREMENTS: ° � INSTALL FLOW SWICHNFIRE R SER AND PUT TAMPER SWITCH PREVENTER d ° ❑ WM El ON CONTROL VALVE IN RISER WITH LOCAL AUDIBLE ALARM AND °d WM = CENTRAL STATION MONITORING — ISOLATION VALVES ON w I SOUTH 1 2 LOT 5, o° BACKFLOW PREVENTER SHALL BE CHAINED AND LOCKED OPEN. RISER LOCATION — d ° I �, I ,� Z ° d t THE BUILDINGS FIRE ALARM SYSTEM WILL REQUIRE VOICE D 0 N N E.R S R E P L A T ° o EVACUATION PER THE FLORIDA FIRE PREVENTION CODE, SINCE d ° ° �' °° D THE OCCUPANY WILL BE GREATER THAN 300 PEOPLE. SEE OR TH 1 2 LOT 5, EX. 1 & 2 STORY COQUINA, BLOCK & `m I� (�J G ELECTRICAL DRAWINGS FOR FIRE ALARM DETAILS. ° �' REPLA T FRAME BUILDING r'1 D ON N ER S g 9' ADDRESS: #31 7 d o MIC RISK EVALUATION: I N "HELPING HANDS MINISTRIES" THERE IS A MINIMAL EXPECTED RISK OF MIC IN THE WATER ME 1 STORY SUPPLY FOR THIS LOCATION ACCORDING TO JACKSONVILLE BEACH d ° D ° � D I J � I METAL SHED off �—�--`�H .�� ° � < I ON a PUBLIC WORKS AND NO CORRECTIVE MEASURES HAVE BEEN I d o ° 0 DESIGNED FOR THE SYSTEM. m I OH 0 BACKFLOW PREVENTION DETAILS: A NEW 6 DOUBLE CHECK BACKFLOW PREVENTER DESIGNED FOR FIRE PROTECTION APPLICATIONS WILL BE INSTALLED IN THE FIRE MAIN WITH A MAXIMUM ALLOWABLE PRESSURE DROP OF 5 PSI. MAGNETIC / o = COMPONENT SPECIFICATIONS: ALL PIPING, SPRINKLERS, AND OTHER COMPONENTS TO BE UL AND FM LISTED MATERIALS. o D W o STRUCTURAL SUPPORT PROVISION: / m K = THE BUILDINGS STRUCTURE WILL BE ABLE TO SUPPORT THE F9 D o SPRINKLER PIPING AND COMPONENTS IN THE ENGINEERS OPINION. Z o 40 0 20 40 N AN ILE g"Opy0 9 9 9 o BENCH MARK: 1 2 0 SET NAIL 1N 1 UTILITY POLE. oz o EL (12.10) ttQ tA 01 a n I P NOTES REVISIONS ENGINEER OF RECORD PE SEAL FIRE RQ � DATE DESCI�IP'PION 0110 ®®� ®� Neptune Fire Protection N III DY ENGINEERING 61G Stephen Fred Kowkabany Engineering . NA New Church CONTRACT N0. 06024 Florida PE License : 61295 • , Certificate of Authorization #• 26520 APPROVAL Jacksonville FM Office Ma ort Road DRAWN BY Steve Kowkabany � 216 Seagate Avenue Unit i yp NFPE 216 Seagate Avenue Unit B n . Neptune Beach, FL 32266 Atlanatic Beach, FL SCALE 1 =20 Neptune Beach FL 32266 904-652-4200 p DATE 10/27/2006 904-652-4200 REVISED PLOTTED P1 wp/gfiGN-3 GN-4 EE" GN-1 - - - - - - - - - - - - I JL - - U ® I o I cn w � I N I DEVICE LEGEND O I L 0 Lo o Face FRE ALARM CONTROL PANEL AND VOICE EVAC. PANEL 0 I 00 I 0 ® MANUAL PULL STATION N I L L : I o a SMOKE I DETECTOR 0, I HEAT DETECTOR I.� Lo © I 0 N I Eo: SPEAKER/STROBE M f� I L L L UJ I STROBE B-1 ,� n I0 I DUCT SMOKE DETECTOR H I 0 I a-y,a I z 0 I U EL I PAN,B, L I A-�,ya POWER LEGEND Z I 7a 0 w IC B-11 > w N I =0 DUPLEX RECEPTACLE w I 0 D iL -9 SINGLE 120V 20A RECEPTACLE I 4 Cat A-2,4,6 DOUBLE DUPLEX RECEPTACLE Q I L 1 ! I I ! I 11 0 JUNCTION BOX (CONCEALED ABOVE CEILING) 1J O B-2,4,6 () I , ° F T--- D PANEL LOCATION (SEE PANEL SCHEDULE) - I L DISCONNECT SWITCH - VERIFY SIZE, RATING, AND 6 i I I FEEDER WITH PANEL SCHEDULE AND RISER DIAGRAM I A-8,10,12 i 1 A-1 i I 1 M I L � 2 g -- wp/gfi WEATHERPROOF GFCI RECEPTACLE L >-2- - 2 I I Nlil I I Q L POWER NOTES. o PANEL PANEL p / / . 'A MDPIII no no (A-3 2 ALL 15A AND 20A 120V RECEPTACLES IN KITCHEN AREA TO BE GROUND L O I A_15 FAULT INTERRUPTING TYPE AND MOUNTED ABOVE COUNTER HEIGHT IUSE PRESISTANT I NURSERYROOMS A D OT(HCER CLASSROOMS RECEPTACLES L wMS WHEREREQUIR DBY CODE. om I p/gfi I I i 0 0 0 0 0 0 n i z � 0 z d d 0 a C� 2 A-24 to 00 0 0 i L � II00000pkk'fij[,.AQ z � � L jrkj jirL wow 2 a {- LJLJ IRS 0 ROWE R N CD 0 l II I i II I I I I }- I ! I I I I I II I I I ! I 11 I I I II I I I it W SCALE; 'I/8"= '1 1-01' I . WE R N_ SCALE. 1/S"- 1 -O" JOB FILE UrY SHEET NUMMR: -7 41 casslolowaft y l� 17RAWN BY: MAE5 }'tt� ,M DATE: 4-13-06 ■ 1 0 00 �LL w : O Cfl I N I O � TO A-17 0 1 o 8-15,1:5 o CD Ico O Aw U (o I N I I � I13 Lo N 8-12,14 N M I r� 1 U� Q 0 TO A-14 Ix i o 1 I U I z o LIGHTING LEGEND 1 � Q I 1 2x4 LAY-IN FIXTURE TYPICAL FIXTURE TYPE A va TO W I wH1 4 _FLUORESCENT FIXTURE TYPICAL FIXTURE TYPE BE= 14 W > o 1 u RECESSED FIXTURE (TYPICAL FIXTURE TYPE C ) Y I I {� SINGLE FACE EXIT LIGHT (TYPICAL FIXTURE TYPE 'E') cQ� �- ® Q i4 DOUBLE FACE EXIT LIGHT TYPICAL FIXTURE TYPE 'E' Il i TO J , = U o rr�- _ �Q EMERGENCY LIGHT W/ BATTERY (TYPICAL FIXTURE TYPE D ) j'�' U a� i — - - � OVER-VANITY LIGHT (TYPICAL FIXTURE TYPE 'F') �r r � r 1 — I r - EXHAUST FAN (FURNISHED & INSTALL BY M.C.) TIED TO SWITCH LEG OF LOCAL LIGHTING CIRCUIT I L _ _ II I S SINGLE POLE TOGGLE SWITCH 48 AFF [MY A S2 DOUBLE POLE, SINGLE THROW SWITCH 48" AFF / S3 THREE-WAY TOGGLE SWITCH 48" AFF I S FOUR-WAY TOGGLE SWITCH 48" AFF I 4 I 0 1 C� NOTE: EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED d 1 14 TO UNSWITCHED LEG OF LIGHTING CIRCUIT SHOWN I 1 a a a c� 0 0 0 0 0 \ I Q MEMO A-1 m �- I I i t 4 I I I �- I 1 I I I 04 � I I I I 0 I I f) AmpowwRaL II I I i Q 11 II II 1 I I o I I 1 I I W E- LJLJ Fl ST FLOOR LIG .HTING RLAN NO FLOO LIGHTING R N }- SCALE: 1/8"= V-0" SCALE: 1/8"= l '-O' C U 'o, C SHMIT NUMDER: PRA 4N 5Y: MAE3 I� DATE: 4-15-06 i mom FAVmw No Lu 1 I OCCUPANCY: 17 PEOPLE OCCUPANCY: 17 PEOPLE I OCCUPANCY:29 PEOPLE U L - Q I 0 R o I HOUR RATED p c0 D — cv I — RRIDOR5 N 46B) 3 I 3 Q LO I x o I 0 I 0 1 I CCUPANCY: 7 CCUPANCY: 7 PEOPLE PEOPLE N I 4 I OCCUPPANCY: 1 PERSONOCCUPANCY: 9 PEOPLE 0') OCCUPANCYY: 274 PEOPLE (CHAIRS ON Y-NOT FIXED) OCCUPANCY:26 PEOPLE 00 6 � N M { EX11 WI D a I Io I OCCUPANCY: 29 PEOPLE LLl e U I z } WH 0 L I � U I � � o I F.E.CLASs'`�'" �u OCCUPANCY: 17 PEOPLE W OCCUPANCY: OCCUPANCY: 21 PEOPLE S' 12 W >I PEOPLE I � - U0 ° ryQ FIE. (� Lt HOUR BAITED Q m ( O CUPANCY: 3 PEOPLE CORRIDORS L# 465 � OCCUPANCY: 15 PEOPLE OCCUPANCY: 18 PEOPLE OCCUPANCY: 14 PEOPLE J 1 U o I Irr U I I �-- J I HOUR STAIR J OCCUPANCY:ENCLOSURE N L 465 ) 14 PEOPLE HOUR 5 TAIR / EW.105URE(JL #4651) 1 Q1.OC31 1 I 1 0 0 CJ 00 0 I do FUR n � I QQ Q CORRIDORS NO 465) C-7 Q Q I I FIE, � I 000 0 000 0 u� { F.E.- OCCUPANCY: 14 PEOPLE H I 1 I I } I 1 I I } Q } I I I } I I I I I I I { I I I I 1 { { OCCUPANCY LOAQ. I I { I { } } GROUP "A-3" ASSEMBLY(15T FLOOR); �- I } G-ROUP "A-3" SMALL ASSEMBLY(2ND FLOOR,) - }- } I I I FIRST FLOOR TOTAL. 223 o i SECOND FLOOR TOTAL: 322 bvAmmmmmmmd - - - - - - — BUILDING TOTAL: 545 OCaPANCY FOR WORSHIP BASED ON 150 FT FOR CHAIR ONLY 5EATINC PER TABLE wommmift A&%=wwwft UT Amummomb. Affimmmmwmw ommmmmft F& 0 ummmmfth. 'dommommmom., mwwmmmwwwmb 4 100 ..12. F I Lj .Lj I F Z`=�5 = IN LJ Li „=T-0" „ 1_ - �, a SCALE. 1{8 SCALE. 1/8 0 r REVIEWED � Jacksonville Fire Prevention Div. \✓\/A.LL LE C=%E"Q NOV a l 2006 (S-,o NCQ EXCEPTIONS E�I�E�� WIQTF-f METAL STUDS WITH GWB I EACH 51DEL I f==E ,L��E-TY I'�,I�T ESHEET PER TABLE 1004, CROUP "E" EDUCATIONAL PER PLAN I HOUR RATED METAL 5TLO FIRE RATED WALL A55Eh1BLY,UL#4165. I. F.E. DE516NATE5 CLA55 "A" 5URFACE MOUNTED FIRE EXTINGUISHER - TYP., SASS`'�"�,10TED IN KITCHEN,TRAVEL DISTANCE TO BE MAXIMU �5 FE T. FIRST FLOOR: _ METAL 5TUD5 WITH 6W6-1 EACH 51PE 4 FIBERGL.A55 501,N0 INSULATION 2. ENTIRE 8UILDIN65 15 5PRINKLEREO WITH WET PIPE 5Y5TEM,PER NEPA 13, Iaga EDITION, SEE FERE PROTECTION PLANS. 330 0 .2" = 5'-6" MIN. CORRIDOR WIDTH 6'-4" MIN. EXIT AC C E EBBE3 C O F=1 P1 I Q CD F=1 E3 em OF ATLANT jjAU BUILDING OFFICt 8'CONCRETE MASONRY UNITS WITH 1-05 VERT. 1 FILLED DELLS®48'O.G. " 11 3, MAIXIMUM ALLOWABLE TRAVEL 015TANCE 15 200 FEET PER 2004 FLORIDA SECOND FLOOR: PER TABLE 104.2.4, CROUP A-3 A55EM13LY iDEC 2006 BUILDING GODS FOR TYPE li 04PROTEGTED,SPRINKLERED) GON5TRd1GTfON. 8"CONCRETE MA50NRY UNITS WITH 145 VERT. 4 FILLED CELLS®48"OL. CORRIDOR WIDTH: 253 * .2" = 4'-2 1/2" 6'-O" MIN. MINIMUM FIRE RESISTANCE RATING: AND I 1/2r MAL FURRING GHANNL�.S AT 16'04 111.WITH 6M-1 4. SEE ELECTRICAL POKER PLANS FOR FIRE ALARM DEVICE LOCATIONS. ,OB _ STAIR WIDTH. 253 11 .3p - 61-4m 5'-0" MIN. SPRINKLERED - 1 HOUR (UL# g65) FILE allkO IY SHEET NUMBER; DRAWN BY: MAE5 `J DATE. 4-18-06 1 i