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1447 Mayport Road nAT n�SCpIp110N THIS DOCUMENT IS AN INSTRUMENT OF SERVICE,AND IS THE PROPERTY OF JAMES R.MCCUE&ASSOCIATES.ANY USE OR REPRODUCTIONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES IS STRICTLY PROHIBITED. 0 COPYRIGHT 2003 CLIENT: B & K PROPERTIES 3563 UNIVERISTY BLVD EXISTING BATHROOM WALLS SUITE 236 BEYOND DASHED LINE TO —� JACKSONVILLE FL 32277 REMAIN (EXCEPT FOR O O O O O O O O CONSULTANTS: HATCHED WALLS) REMOVE & REPLACE REMOVE EXISTING EXISTING DOORS INTERIOR WALLS (HATCHED WALLS) James R. McCue & ASSOCIATES ARCHITECTS Architect AR 11214 REMOVE ALL WOOD ARO ND 4x4 COLUMNS (STRUCTURAL COLUMNS TO REMAIN) 420 S. 3 RD. STREET JACKSONVILLE BEACH, FLORIDA 32250 2 TEL.(904)241-8800 mccarch@beHsouth.net PROJECT: RENOVATION-OF--- _ THE DAHGER PRINTING BUILDING AT 1457 MAYPORT ROAD, ATLANTIC BEACH FL. OA B C D E F G H J FINAL REVISION RELEASE DATE DEMOLITION PLAN DEMOLITION PLAN 1/8" = V-0" REPRESENTS AREA FOR DEMOLITION OF ALL WALLS & COLUMNS SHEET CONTENT: DEMOLITION PLAN SIGNED/SEALED: SCALE: AS NOTED DRAWN: B B G, VJC DESIGN: JRMC DATE: 04/08/03 JOB NO: 011-03 DRWG. FILE:011-03-AO.1.dWg SHEET: os I c:v � SHEET IOF 1 SHEETS D: I I I � O I I W N I I I W N F- tO 0 COND. Frnmn] �I ELECTRICAL LEGE x o �' LEGEND z - � I I1I OpoELECT. DUPLEX CONVENIENCE OUTLET E / ELECT. C1�F/ r EXIT I `I I M. ELECT. 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SCALE: SHOWN DRAWING N0. ro V O I W w N a � V) 0 I I I � I , I L0 ELECTRICAL LEGEND of R 00 I , 0 O O ►� I I DUPLEX CONVENIENCE OUTLET OIJi rnWEATHERPROOF DUPLEX OUTLET z wd I I I I HALF-SWITCHED DUPLEX OUTLET = J J FL 220 ® VOLT SERVICE CONNECTION =O Z z FL Q O I O z I � 3-WAY SWITCH It Y I a0 U I CEILING LIGHT n r M Q I I � V l 7 O RECESSED LIGHT W i I I I I I CEILING FAN Q I ---a--- UNDERCOUNTER LIGHT I I I m EXHAUST FAN - I - I i I 2X4 LAY-IN LIGHT I I EXHAUST FAN WITH LIGHT Q_< DOUBLE FLOOD LIGHTS I I 10- O- TELEPHONE JACK _J I I v CABLE TELEVISION JACK Q I Q SMOKE DETECTOR Q i I � I-Q WALL MOUNTED LIGHT O 0 \ I Q THERMOSTAT I i I I ELECTRICAL SERVICE PANEL N~ I I ELECTRICAL SERVICE ENTRANCE O N I EMERGENCY EXIT LIGHT I I � 10- `— I I �- I � EMERGENCY LIGHTS Ch Q _ I W m� (J) Li I I z I HVAC LEGEND o 1 D., • r 2X2 DIFFUSER O i I I I � Qo I 6 c W I I , 0 Z Lu I oQ I I I I � r EI m I I I I U F- Z i I I I � I I UNIT 1447- 4 UNIT 1447- 3 ± t; I UNIT 1447- 2 I UNIT 1447- 1 i I I I I I I I I 1 . i Z i o I � I 1 . i I I O I I i I I I I I W Q O W JOB NO. 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WALL LEGEND z NEW METAL STUDS 0 NEW 8" CMU WALL co I I W Lo I, I � • = I z F- 2 1 5-TON co 5-TON I g /_? 3-TON I O O oMo oN Na NQ C14 O L N Q I z z Lj M 3 0 ELEC. 0 ELEC. I UNISEX 0 ELEC. 0 ELEC. = J _J w I F.E. F.E. F.E. O > z OUNISEX F.E.CLASS "ABC" I CLASS "ABC" I O H.C.HCCLASS "ABC" I CLASS "ABC" 0 Z Z O SEE ENLARGED SEE ENLARGED PLAN 1/A-2 PLAN 1/A-2 � � � � • I " 3 FD I 00 U I I I ® I � Li M I I I I I I L r30682OIN. 0I r30682OIN. I Q I I I I I 1 Q t 0 I r 8111-D �R'liSi►1(31r1t-1. LL pp 16 A-2 O A-2 0 I I . I I I I 2-HR. CK WALL I . L N WALL I w c O — 1447 .3 - 1447 1447 1 (Y_ Q 1447 4 ) I �. ...� —, ) - L cn 2-HR. LL �-- I JA �� I I WALL 1 ,(v�� IU I 0 I , PrzoI L o . L- C;dm 00. . 7 LL LLL I W, I ALUM. STOREFRONT I ALUM. STOREFRONT :. I "�.- ALUM. STOREFRONT I ALUM. STOREFRONT ENTRY SYSTEM —� ENTRY SYSTEM ENTRY SYSTEM I ENTRY SYSTEM coI I � Q ( I I I o I , I co to I I COVERED COVERED COVERED COVERED co SDIEWALK SDIEWALK - I SDIEWALK SDIEWALK I z O a 20'-0" 20'-0" 20'-0" 1g'-O" 1'-0" W I I I I I I I I I I I I I LJ.) Q E F G H J ° JOB NO. J041001 LANDLORD PR.E 1-lh'11 �.IA.R�/ �..�1�St:t�1� DRAWN: JWJ DATE: 01.-26-08 3 FLOOR PLAN 1447— 1 2 / 3 A-1 1 4'f _ 1'_p" .� SCALE: SHOWN DRAWING NO. �zr� 1/4" CLEAR G SS MIRRORy IN TILT FRAME PROTECT ALL PI ES LL.� W (14 I W WRAPPED FOM SOAP GRAB N i IN/ULATION DISP. BAR 0 F M rn I / T.P. = Q u� 66" MIN. o DISP, z �p i 42" MIN. v0 L M o z z Jy 2� J z-J J W i N N SUSPENDED ACOUSTICAL TILE 0 Z 0 cD a=. 3 1/2' ACOUSTICAL RATED 3 1/2" RATED ACOUSTICAL `t cnY H.C. TOILET INSULATION , FULL HT. INSULATION. Q _ I C.T. BASE W C3, Lj 4V MIN. 1 A TOILET ELEVATION �-2 1/2" = l'-O' Q I B 1 LAYER 5/8" FIRECODE GYP. BD. Z I 19" I GYP. BD. EA. SIDE OF 3 5/8" METAL STUDS p z FINISH FLOOR AND 0 16' O.C. TO UNDERSIDE OF ROOF DECK _J M I I BASE AS SCHEDULED 0 LL_ 0 00 GRAB BAR cif � DISPENSER W 0 N C.T. BASE a a p a f� ►' p a v p ? O C V a ' r e— W L co n �- z r8"*",N W,gLL SECTION 1 HR. RATED WALL � `r 1 ENLARGED PLAN OF TOILET e TOILET ELEVATION A-2 1 1 ,,,,, = 1'-0" (Y_ � E—. • A-2 1/219 = 1 -0 �-2 1/2" = 1,-o,► r . D n 0 I Ld Lj \1000' Cj Q D o in� �- z rZ 0 L }- U Q m _U F— • z L SUSPENDED ACOUSTICAL TILE 3 1/2' ACOUSTICAL RATED 3 1/2' RATED ACOUSTICAL INSULATION , FULL HT. INSULATION. z ' o U W 2 LAYERS 5/8" FIRECQDE GYP. BD. EA. SIDE OF 3 5/8" METAL STUDS FINISH FLOOR AND BASE AS SCHEDULED • o I IT, JOB NO. J041001 ° DRAWN: JWJ p a a pa a 0 DATE: 01-26-06 SCALE: SHOWN 16 WALL SECTION 2 HR . RATED WALL A-21 1/2" = 1'-0" DRAWING NO. A 2 ro V O I W w N a � V) 0 I I I � I , I L0 ELECTRICAL LEGEND of R 00 I , 0 O O ►� I I DUPLEX CONVENIENCE OUTLET OIJi rnWEATHERPROOF DUPLEX OUTLET z wd I I I I HALF-SWITCHED DUPLEX OUTLET = J J FL 220 ® VOLT SERVICE CONNECTION =O Z z FL Q O I O z I � 3-WAY SWITCH It Y I a0 U I CEILING LIGHT n r M Q I I � V l 7 O RECESSED LIGHT W i I I I I I CEILING FAN Q I ---a--- UNDERCOUNTER LIGHT I I I m EXHAUST FAN - I - I i I 2X4 LAY-IN LIGHT I I EXHAUST FAN WITH LIGHT Q_< DOUBLE FLOOD LIGHTS I I 10- O- TELEPHONE JACK _J I I v CABLE TELEVISION JACK Q I Q SMOKE DETECTOR Q i I � I-Q WALL MOUNTED LIGHT O 0 \ I Q THERMOSTAT I i I I ELECTRICAL SERVICE PANEL N~ I I ELECTRICAL SERVICE ENTRANCE O N I EMERGENCY EXIT LIGHT I I � 10- `— I I �- I � EMERGENCY LIGHTS Ch Q _ I W m� (J) Li I I z I HVAC LEGEND o 1 D., • r 2X2 DIFFUSER O i I I I � Qo I 6 c W I I , 0 Z Lu I oQ I I I I � r EI m I I I I U F- Z i I I I � I I UNIT 1447- 4 UNIT 1447- 3 ± t; I UNIT 1447- 2 I UNIT 1447- 1 i I I I I I I I I 1 . i Z i o I � I 1 . i I I O I I i I I I I I W Q O W JOB NO. J041001 DRAWN: JWJ ---------------- 2 REFLECTED CEILING PLAN DA TE: 01-26-ors w\ SCALE: SHOWN DRAWING NO. A - 3 D: I I I � O I I W N I I I W N F- tO 0 COND. Frnmn] �I ELECTRICAL LEGE x o �' LEGEND z - � I I1I OpoELECT. DUPLEX CONVENIENCE OUTLET E / ELECT. C1�F/ r EXIT I `I I M. ELECT. WEATHERPROOF DUPLEX OUTLET Z Q'� M. � z wr w F/ xlr HALF-SWITCHED DUPLEX OUTLET 220 VOLT SERVICE CONNECTION 0 Z w r _ ® 0 0 I LIGHT SWITCH O = I I _ 3-WAY SWITCH It Y ' 00 GFI ' GFI CEILING LIGHT I I I 0 RECESSED LIGHT Li 7i ICEILING FAN I I --�— UNDERCOUNTER LIGHT D I I m EXHAUST FAN I � \ _ 2X4 LAY-IN LIGHT I ........... � I I IEXHAUST FAN WITH LIGHT p DO� UBLE FLOOD LIGHTS cl� I'II I _ �r \�rI ,III,I I►/� . mr►p-t TELEPHONE JACK 0 -A CABLE TELEVISION JACK 0 Q SMOKE DETECTOR Q — \ QWALL MOUNTED LIGHT O _ 1- . _ Q THERMOSTAT ELECTRICAL SERVICE PANEL ELECTRICAL CNSERVICE ENTRANCE o EMERGENCY EXIT LIGHT Q- ry < rI � k I r II , I \I a EMERGENCY LIGHTS W o � oZ HVAC LEGEND I LLJ 2X2 DIFFUSER Li Of 0 Q ........... . ................. C:6 J I O Q Z LLJ8' A.F.F. Mlr 8' q f �M,,.. U I rr II Q A. 8 A.F.F. �r 8' A.F.F. '' QQ99 8' A.F.F. A.F.F. % 8' AF T f 8' A.F.F. m I 8 A.F.F. iT U "Elf p ° C C ° ° i ; O 0 I �- UNIT 1447- 4 I UNIT 14 — 1`t ° 4 7 3 I C 0 Q I - UNIT 1447— 2 c I ° o o UNIT 1447— I C 0 ° 1 C 0I 0 C c ° i " Ll, C T T SIGN CIR. SIGN CIR. SIGN CIR. ' I p' SIGN CIR. z I 0 cL j$i:i I W 0 i .. it l� JOB No. J041001 DRAWN: JWJ POWER AND LIG HTING PLAN � A-4 �4,� _ 1►-0„ DATE: 01-26-06 i. SCALE: SHOWN DRAWING N0. nAT n�SCpIp110N THIS DOCUMENT IS AN INSTRUMENT OF SERVICE,AND IS THE PROPERTY OF JAMES R.MCCUE&ASSOCIATES.ANY USE OR REPRODUCTIONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES IS STRICTLY PROHIBITED. 0 COPYRIGHT 2003 CLIENT: B & K PROPERTIES 3563 UNIVERISTY BLVD EXISTING BATHROOM WALLS SUITE 236 BEYOND DASHED LINE TO —� JACKSONVILLE FL 32277 REMAIN (EXCEPT FOR O O O O O O O O CONSULTANTS: HATCHED WALLS) REMOVE & REPLACE REMOVE EXISTING EXISTING DOORS INTERIOR WALLS (HATCHED WALLS) James R. McCue & ASSOCIATES ARCHITECTS Architect AR 11214 REMOVE ALL WOOD ARO ND 4x4 COLUMNS (STRUCTURAL COLUMNS TO REMAIN) 420 S. 3 RD. STREET JACKSONVILLE BEACH, FLORIDA 32250 2 TEL.(904)241-8800 mccarch@beHsouth.net PROJECT: RENOVATION-OF--- _ THE DAHGER PRINTING BUILDING AT 1457 MAYPORT ROAD, ATLANTIC BEACH FL. OA B C D E F G H J FINAL REVISION RELEASE DATE DEMOLITION PLAN DEMOLITION PLAN 1/8" = V-0" REPRESENTS AREA FOR DEMOLITION OF ALL WALLS & COLUMNS SHEET CONTENT: DEMOLITION PLAN SIGNED/SEALED: SCALE: AS NOTED DRAWN: B B G, VJC DESIGN: JRMC DATE: 04/08/03 JOB NO: 011-03 DRWG. FILE:011-03-AO.1.dWg SHEET: os I c:v � SHEET IOF 1 SHEETS �J LO V) 0 F— \ a ----�- - - ° 87,50' S 23' 37' 33" W. 548.20' Z O z r JP-10 - - ---__ .. ._. __ _ 124.19' J PVT-3 ffOUMPSTER , _ _ 188 Y .25' I OD U \ - • • • QV-2 IDUMPSTER V) I . ` l JP-10 PVT-12 1 QV-1 EXISTING TWO STORY BUILDING • • • + ( CMU WALLS ) . . .• • •• • J ! ! \ I 47 ^ 1447-6 20,0024,00 20,00 20,a0 24.00 ! 20,00 ( PVT-3 1 �\ PVT-12 1447-7 ! Q ' 0 + PARCEL "A" $ 1 ! I J JP-20 20.00 20.00 ►� �. 1447-6 LL ` � � 1 I D NNER R AD ' ' g g 30 R JPw-10 • ' a o ENOVATEq ON>+ STORY , TNG CMU WALLS ) BUILQ t PVT-5 0" 30.00' ! 24,Q0 20.00 ! �_-- .o QV-2 "" I o PVT-3 1447-5 " ' Of PVT-10 '' o ! I W ' Q � • � ! Ot7 • `tis � I` ,.... . $ , I s JP-10 !! Q 1 IHC ,� .- ,r „ , vi QV-1 1 + PARCEL B PARCEL "D>' 1447-4 Li m I I i 1 p 1 tp I HC I HO d" I 0 p \ ! � ! 1447-3 ! I + I JP JP i -20 ! -27 QV-2 LLj \ 1 I + 8 r �-- 1447 ui V) • • . 1 �► . . -2 I 1 PARCEL C � �., � d I QV-2 PVT-12 � \ ! I c 1 PVT-10cy g • ' QV-4 ! g 1 Y-2 8 • 6* 10.00 PVT-2 N Q -60 PVT7 1447-1 1 PVT-8 � N • I JP-27--\ �— ax L 1 J Gw • 54.0' Q.. • • • Q m L d 50.00 100.00 50.00 _! _J z MAYEORT o STATE RD, N0, Al A / 100' R/W . Q 9 SITE PLAN 1" = 20' z 0 a V) w I .L��i<SLllVili3 ��I� I=f;i'J?I1�:iC11 Di•J. W o rd�ti�i�3 A3 k07W j JOB NO. J041002 DRAWN: JWJ L'1a11 iaeiw and issuing of pt�riliit dct3 not r t!litn a w utracto r o f co III ply it:."w itli '11 DATE: 03-16-04 state Fila cvdes SCALE: SHOWN b DRAWING NO. C 1 . . i WALL LEGEND �- - z NEW METAL STUDS NEW 8" CMU WAIL V o w L N I i I I I 6'_g " g'_g " I � 3-8 � t � a� I ELECTRICAL LEGEND -- 00 ("`�'`� — as CMU WALL i '+�..J i DUPLEX CONVENIENCE OUTLET EXHAUST FAN WITH LIGHT Cly V) LL 0 i i 1 1 1 WEATHERPROOF DUPLEX OUTLET DOUBLE FLOOD LIGHTS Z ? Lu 0 f HALF-SWITCHED DUPLEX OUTLET �- TELEPHONE JAG( j � f 220 VOLT SERVICE CONNECTION -� CABLE TELEVISION JACK � O z a EF LIGHT SWITCH Q SMOKE DETECTOR � 0 E I I I I $� 3-WAY SWITCH 90 U I f OFFICE101 WALL MOUNTED LIGHT r � SEE ENLARGED CEILING LIGHT Q THERMOSTAT v ! 1 1 f I I PLAN 1/A-2 I Q RECESSED LIGHT � ELECTRICAL SERVICE PANEL _ I I ELECTRICAL SERVICE ENTRANCE �GFI 3068 � GELLING FAN � .f 1 I 1 f T' . 3068 , --�-�--- UNOERCOUNTER LIGHT � EMERGENCY EXIT LIGHT T EXHAUST FAN J� EMERGENCY LIGHTS f I I I I 3068 I STORAGE 2X4 LAY-IN LIGHT 1 I 1 f I d f I 2 UA- I f O , OFFICE14� H1fAC LEGEND o � f I I I I � � 3068 O O ( 2X2 DIFFUSER f F.E. CLASS "ABC' I 1 � I I w 12L � W I II ( I I C� � Q SALES COUNTER i I � � 1 i I I � I I 1 WALL DISPLAY -I I � -j I W M 1-HR. I I 1-HR �c9WALL- WALL ,, Q � �I QISPLAY I D z I I I f () z Ldf I I I If I � � 1 � I I WALL DISPLAY I I O f _ f ( f I I f I I ALUM � j U 1 1 1 1 1 Z � � Q f f f f I I I ( ( COVERED I 1 . . _. _. . . SDIEwALI< 1 i 1 1 1 z o I I I f 1 f a I l I I I 1 1 1 1 20'-D" 1 I ( ( I I I I I I I I I I W Q B C ° JOB NO. J041001 DRAWN: JWJ DATE: 03--16-04 LAN REFLECTED CEILING PLAN FLOOR PLAN 1447- 7 POWER AND LIGHTING P 2 3 I V�l �4» - 1►�� ,� q 1�4�, - �» ,� A_ /�„ = 1>_0„ SCALE: SHOWN DRAWING NO. A 1 II j A� <z fir/ 1/4" CLEAR GU TILT FRAME SS MIRROR V) 0 O w W N N PROTECT ALL PIPES —� GRAB C) WAP _/ WRAPPED FO' P. BAR M SOAP vy INSULATION T.P. 9 D1SP. fY ao I 66" MIN. f 0 O O �- ( L 42" MIN. z W J J L -J :� SUSPENDED ACOUSTICAL TILE 0 s O T ►� qs 3 1/2" ACOUSTICAL RATED 3 1/Y RATED ACOUSTICAL ¢ ' " ! H.C. TOILET INSULATIQN , FULL HT. INSULATION. —� 1 --C,T. BASE q TOILET ELEVATION � i 48/ IN. �\ I q-2 1/2 - 1'--o" ' 1 A � Q rill 1 LAYER 5/8 FIRECODE GYP. BD, CJ8" METAL STUDS 19" � � - - GYPr �. — .r~ ®8"IDE O,C�TO UNDERSIDE OF RO01" DECK li.FINISH FLOOR ANDBASE AS SCHEDULED < "v . O ' GRAB BAR Of co T.P. W a DISPENSER [L, C.T. BASE < z o a d r7 cG v as � M W -LL CL 0 q- a 2 WALL SECTION 1 HR. RATED WALL - ENLARGED PLAN OF TOILET B TOILET ELEVATION q-2 ,� ' a q_2 1/2„ = 10-00q-2 1/2„ V-018 112 = � -o y w _../ C�6z w m � O CL _ c.a � m U Q z 0 F:. a U r a 0 X06 No, J041001 D RAW N: JWJ DATE: 03-16--04 SCALE: SHOWN DRAWING N4. A-- 2 z ' U I lie w w i 6 I N -9» v I I 2 Ln I 01 co 8r Ci 1 WALL ' [/��J O 0M0 M �,/ C7 z z LL L p7 �. ellr 1I s o ; c� In W w N \ © � iq) O o r_ 87.50' _ S 23. 37' 33" W. 548.20' V� 168.26' _� O o Ld -10 124.19' _ j w \ QV-1 --- - _ -�_- _---. -_ _ O z + PVT-3 DUMPSTER - - - -"--- - a _ ` _ Z I JP-40 1` --_____- _ 168.25 I cD 0 a • QV-2 I IDUMPSTER -----'. 1 JP-10 PVT-12 I I QV-1 I EXISTING TWO STORY BUILDING • • ' � ( CMU WALLS ) \ I JP-20 Q + ' � • , �;" 1 1447-8 I � 1 20.00 24.00 20.00 20.00 24.00 i 20.00 PVT-3 I • • S \ - I I PVT 12 1447--7 I o Q PARCEL "A" I 1CDI ` JP-20 I 20.00 20.00 � I LL DONNERS ROAD �, + '" , ' • ' * • ' $ $ I I 30 R W -10 • • a a Q RENOVATED ONE STORY QV_1 , I I �A BUILDING ( CMU WARS ) T • , 00-1♦o , PVT-5 QV 2 r- I 30.00' 1 0124.00 20.Q0 I I pVT_10 PVT-3 1447-5 �--- sI / ♦ I Li O I I o JP-10 ..... . 1 HC C-4Ca }- + I PARCEL ''B" I I ul Qv 1 I ID" 1447-4 PARCEL " I I I � w + c o 1 I He 01 He .�. I 1447-3 I I\ JP-27LlJP-20 , I QV- I $ I I LLi , N w ss • � • . PARCEL C ' 1447-2 ILij V) IQV-2 PVT-12 Q I PVT-10 I I I V-2 N I a 10.00 PVT-2 �+ PVT-7 �d a I _ JP-60 1447-1 \ PVT 8 I II + 1 JP 27 1 / / / / N' ♦• wow� 54,0 JF-2 9! QV-1 U Li� 50.00 100.00 50.00 W J MAYPORT ROAD z STATE RD. N0. A1A / 100' R/W O SITE PLAN u'' 9 1" = 20' z 0 a. U O Q O JOB No. J041002 DRAWN: JIM DATE: 10-14-04 SCALE: SHOWN DRAWING NO. C 1 c r+ CC C w t p.{ 1��_..r...r ...� w . �.+�.r...,.-r.��....r.r.w i.-�+- /�._+�.«.w�j ..� ...M ♦...r. .wr .., . � y � Y_� �' . • •� ��Fir �� I1��►f l+ ♦ ^r..r,+. ... . �w�.r....w�+r�w,. �-.r�..r .�� r Tr p +n MAL -0 7T a V C&41 al it • . _ I to OA * 00 9 Ln Ln u� PAS �.. y , f►`� s jW7rc`*AlOX A)04C)Qy EVE L 0 P r"ll W � t � ?VI'!- S"MAYPORT RD �SPT r,!�� ► to I o 4 �14 �' FI.A ' k USED PRylOUSLY A5 + aVu ►art W►�.I. &, .. USE'IPRW1QUSLY AS''. 1"DN ET Roo f aR;w Room w IAV 1( 10 O 0 O � O 0 0 O 0 THIS DOCUMENT 1S AN 1NSI>rt•UMEN7'D SERVICE,AND:S THE PR0mTY,Qltti•1AMI1S $" ! R.MCC'US&ASSC CWTES,ANY USE QR 120-71$1 19, 7* 16' 2 « �1. 19 7 12 g'...1•� REPRODUCr10t:SWrI`l�OVk`THBB�S?5! WRfrI.N P'ERlvU5.SM OF THs Aw.Y$ 3'-�111' 3'-i l" 3'-11" =3 - �-1 MENTIVNBD p�UtT1pS 18 St ItiCitY: ' PROWHITED. ocopywift2ol CLIJE NT: I B & K PROPERTIES 3563 UNI VERSIr;CY BLVD SUITE 236 JACKSONVILLE, FhO � 32277 C.ONSUL I AN l S: (� o o o © o RRI — as 6 10 . fi 0 $ 8 6 —6 eel 6,-6" 6,-6" Q 6'- " 61-6" O 6,v " 6,Q " O 6�0 " 6�0« a 6,0" 61-10" oo, 6O 6' 10" " 6 » 3'-0" �4'-0" 3 —Q 4 —0 3 —0 4 Q 3 —Q -p V-3'—0 4 0 3 --0 4 O vy-w I 1 —4 �I � co 10-0" lames R. McCue N " « 20#-o" 20'-o" 20'--0" 20'-Q" 20'-0" 19 -o" & ASSOCL kTES AitcHIFEC.-rS 19 _Q 20 --o 160'.-0" Archi:rcc AR11314 },,_ 420 S. 3 RD. s Lnt r C / ! ► JACKSONVILLE HEA, rr==ll �i� 1� FLOWDA 32M • A 8 �) (✓ �, ` F J �i .J TEL.(904)Z41-'dffi�t7 . ^rc a.ch(c�bellsauttt.tct r L9.1 1 .1 FLOOR, .PLAN lk A3.0 ".0 l/nW '� I -Or w PROJECr�.,: ' F'�'Nr� e/ A �O�h rye�' t_)AG T PRINTING BUILD'Li dG FOR B & K PROPERTIES 1447 MAY�'OR"r ROAD EXISTING NIAYPOR'1' SQUARE `) CPU EA. UNIT Q EXISTING DISCONNECT 1'1111 favelw alll.� 15S'.1llig, of V),2rmit W/QUIICK A/C UNIT SWITCH r ' DISCONNECT _;utx:li:ti cuntc��turofioIIIpIyin ;witllall f�� r:�,. �Ef�[;�1 i II i j ;hate Iiiie cols FLORIDA FINAL RE VISION � , RELEASE U 70 0 o c o ItElIEVIES ATE CI o a ��:��,'�illi Fre d[T FLUORESCENT FIXTURE L] En ��EErj• C QN► � ,��' TWO (2) EA UNIT aF�EET #_ --- •--...�. FLUORESCENT FIXTURE FLOOR PLAN ONE (i) EA. JANITORS r CLOSET ?� ' TYPICAL UNIT PLANS EMERGENCY FIXTURE TWO (2) EA UNIT s > 110V DUPLEX OUTLET r , �� { SIX (6) EA UNIT 5d '�y0 0 t` c niJu ' `A .� • 39, a r i•;,. FLUORESCENT FIXTURE 4 UVEU EIGHT (8) EA UNI? ir, �• , , ,�rd11C UUllcH iCIJSvY ijii G;NG GFFICE •fir:!�rs' EICTRICAL /. MECHANICAL LEGEND 1 KQ WALL. MOUNT INCANZSCENT ELECTRiCAI. PANEL. _ /�►+ v r�4-i�•, _-- �--= •- - --' TO HOUSE PANEL DUSK . • yy SINGLE POLE SWITCH' �' t � T _- TO DAWN TIMER FLUORESCENT TUBE INGANDECANT FIXTURE ..,,..�' `. ;• CENTERED ON EA UNIT no V DUPLEX OUTLET SCALE, AS TOTED . .:$x4,1'.LU0RESGEN% TUBE ` INCANDESCENT LIGHT DRAWN: BBCT 16- EMERGENCY LIGHTCPU _ ... �_ — . __. _. ,99L `', f I r r?W f o ] ;�' INCANDECANT FIXTURE DESIGN; JR14c I. .a X11 fY nl usE �. � QUICK DISCONNECT EIGHT (10) EA COLUMN . FEB 3 ,.y I. , DA7'1~: 04/2 5/0 R6TUFZN 'DlE~FUSfR F F r r r H , 'e r IOI3 NU: 01 1-03 r. � , EXIS SIGN 20'-0* M0 �` � �1 .......n..�r.rr- :�•1�. 1....•,i��--r�� rl��i 029-02-A DKWG. l I a TYP UNIT MXCTRICAL� PLAN TYP UNIT REFLECTE'O CEHING PLAN TYP UNIT MECHANICAL I'UX SfIEET: -� 1�N 1R 1'e r 1R_0. 1�0' rK i3O. T ? ../ _ 0 0 stireT or Slii;t~•IS V t' / ti,, l-R -1 p W N N (4 oo 27_ ----- - IW 50.20' t ) _ t24JT • , � - •- .w r, ' r...,mow..., / to O . 'fir r��-�� i M. }� -• r y • • • . r� 'Mf1! R ��.. rte-,r.'�+�_�..�,_�.. y + Y .. O ----��+..r � oO U EX6r 6 TrV STORY HULDIM f tu • • • • • • ! • • �0 GY-2 l • - • • � 1 20m 2400 20M 2000 24 00 2040 I • 1 _ PROF12W ori SSTOW UKDM i 4,rW 5F + P�v7r-r2 ....._ 1 PARCEL. A + $ + I g D I 1 + 20.00 20.00 � �a law ,��, !�. • . $ ,►a , vYAT p r�STMf GY-4 + s GN-Z 24A0+ 24DO .00 I 20wH� -,• 5 mAYPoRT RS7 ' + - • • PVT-40 + s PYT mxoo—p, Q PAf F.L. 10511 V MK(PAM.5) PARCEL "D« 1 I 570 + HG 1 W + C aP-20cMMATW ars STaC( J 3 r 5�o t20o .R-zt ava -- CULDIM CEJ KALLS f + w • Ld r W2 CL . I a `. OV-2Pvr- � JILv wr--r I CL' i XLZ oil w � 5000 - M loom VZO J ) M- MAW L15T C� 5rAre IV.No.AA / $a PM w U� • W. cove ac •; cit.H" COtVN NAMSMc�ATM 51TE PLAN m MV �.f-AxM, ► vmmowoRm 3am.wHr.vm;�F vA" 1 N ' , f Z 21 QV C*4�PALM 10 K,2Y 02a a 20 t ij11. . n' �i . joa no. J0343 DRAWN: DATE. MV'IVrr SCAM SHM4 DRAWING NO. z ' U I lie w w i 6 I N -9» v I I 2 Ln I 01 co 8r Ci 1 WALL ' [/��J O 0M0 M �,/ C7 z z LL L p7 �. ellr 1I s o ; c� In W w N \ © � iq) O o r_ 87.50' _ S 23. 37' 33" W. 548.20' V� 168.26' _� O o Ld -10 124.19' _ j w \ QV-1 --- - _ -�_- _---. -_ _ O z + PVT-3 DUMPSTER - - - -"--- - a _ ` _ Z I JP-40 1` --_____- _ 168.25 I cD 0 a • QV-2 I IDUMPSTER -----'. 1 JP-10 PVT-12 I I QV-1 I EXISTING TWO STORY BUILDING • • ' � ( CMU WALLS ) \ I JP-20 Q + ' � • , �;" 1 1447-8 I � 1 20.00 24.00 20.00 20.00 24.00 i 20.00 PVT-3 I • • S \ - I I PVT 12 1447--7 I o Q PARCEL "A" I 1CDI ` JP-20 I 20.00 20.00 � I LL DONNERS ROAD �, + '" , ' • ' * • ' $ $ I I 30 R W -10 • • a a Q RENOVATED ONE STORY QV_1 , I I �A BUILDING ( CMU WARS ) T • , 00-1♦o , PVT-5 QV 2 r- I 30.00' 1 0124.00 20.Q0 I I pVT_10 PVT-3 1447-5 �--- sI / ♦ I Li O I I o JP-10 ..... . 1 HC C-4Ca }- + I PARCEL ''B" I I ul Qv 1 I ID" 1447-4 PARCEL " I I I � w + c o 1 I He 01 He .�. I 1447-3 I I\ JP-27LlJP-20 , I QV- I $ I I LLi , N w ss • � • . PARCEL C ' 1447-2 ILij V) IQV-2 PVT-12 Q I PVT-10 I I I V-2 N I a 10.00 PVT-2 �+ PVT-7 �d a I _ JP-60 1447-1 \ PVT 8 I II + 1 JP 27 1 / / / / N' ♦• wow� 54,0 JF-2 9! QV-1 U Li� 50.00 100.00 50.00 W J MAYPORT ROAD z STATE RD. N0. A1A / 100' R/W O SITE PLAN u'' 9 1" = 20' z 0 a. U O Q O JOB No. J041002 DRAWN: JIM DATE: 10-14-04 SCALE: SHOWN DRAWING NO. C 1 4 I 'f1IIS EX)CUMENr IS AIN INS IRLIIEN'r OF SERVICE. AND IS fIfE PROPERTY OF JAM ES R.MCCUE & ASSOCIATES. MY USE OR REPRODUC I IONS Wil HOU°r HIE EXPRESS WRI llEN PERMISSION OF fHE ABOVE MENTIONED PARTIES IS SIRICILY � FROWI3ED. 000PYRIGIfF2003 MEW:�I,7�,W: B & K PROPERTIES 3563 UNIVERSITY BLVD EXISTING BATHROOM WALLS _ � SUITE E 236 BEYOND DASHED LINE TO J�.�CKSUNVILLE?, FLURII3r� REMAIN (EXCEPT FOR �. ... _ o ° o _-- o ° o o ° 32271 . PATCHED WALLS) �' CONSULTANTS: 4 i REMOVE & REPLACE REMOVE EXISTING EXISTING DOORS INTERfOR 'WALLS I (HATCHED WALLS) i V James R. Mccue j ASSOCIA414, ARCII IE(-*fS i f �ltchitctt A1t11214 l 1 REMOVE ALL 4GOD ARO ND 4x4 COLUMNS •1''U S. 3 Ill. (STRUCTURAL COLUMNS TO REMAIN) JACKSONVILLE BEACH, I=LOIJDA 32250 , i I I I EL.(,;)3) '41-8500 FAX.2 c11 Z uSh u t .fief --_ - - --fiJ I�1:NOVAPION Ul- - r PI�IaI'I'1t�'ICi BUILDING F01 13 & K PROPERTIES -- I �� WALL TO BE REMO ED DURING 1:15 7 MA YPURT ROA U 2ND PHASE OF DE OLITION MAYFUR'I' SQUARE ATLANTIC 13Er1C'I I, ! FLORIDA , FINAL RL VISYUN IMLEASL UA FE DEMOLITION PLAN SHLE'I' CON'ITNT: REPRESENTS AREA FOR DEMOLITION OF ALL WALLS & COLWvlhS W--U REPRESENTS AREA FOR DEMOLITION OF ALL WALLS & COLU"Y1hS DURING 2ND PHASE OF DEMOLITION UEN1ULITIUN PLAN a; `, •1 9 r r 1' r SCALE:: AS NOTED r ll17r1`\'iV: BBG »I-. Idly: JRNlc z ISA I I": 04/25/03 J(�Is �tic�: 011-03 I)1ZW(1, F ILL: U� 1-03-AO. I .dW I': o ,, i SI IEE I' OF SI IE E:I S 1yN7 �� E r ?� 1 02/12,03 FRONT AA.'L RETURN & USED PREVIOUSLY A5 U'_,ED PRE`✓IOUSLY AS STORAGE PREROOVIOUSLY 'W/ I,!L;:T ROOM (TYP) ` STOPEFRONT c�wNcm LAY (TYP) \ IRS '� ..��w .. _._...� .. ,... ._.._ ._ ...- --......__ � _..__...- ---..... . __....._ _... -- ----._ _. .... .. .. _ ..__..._ _.._..._. _.... ..... ...._..._._ . ...... _.. ...._ _. ..... _...---.._ ..._ _...---- .... .._......._ ..- ......_._ .. . .. ..-- '---. .._ .. .._.. _.. .. .......... .. ..... _ ........ _ ---- ._ � \ \ o o O o o O o 0 0 0 0 PHIS L)OCUMENr IS 1" INSIRUMENr of SERVICF,ANC]IS THE PROPERTY OF MMES R.MCCUE& ASSOCIATES. AINY USE OR 12' y V" I • » r - 7 12' t » REPRODUCI IONS WfTHOUr'THE EXI KESS 12 r7 16 --2' 1wRtrI'EN YERIMISSION OF THE ASOVE ,� EN TIO,NED PAR TIES IS SIRICILY 3'-11" 31 -11" 3,T1 NX' ' \ 3'-11" 3 -11 3 -11 3'--11" PROHIBITED. OCOPYRIGII'r2003 CLIENT, B & K PROPER T IES 3563 UNIVERSITY BLVD ¢ SUITE 236 ND TOILETs I JACKSONVILLE, FLORIDA TO BE MODIFIED FOR INDIVID AL 32277 TENANTS 1 °' n C.ON�SUL'I'ANTS. c0 t7 t K'J � /"_ CID, 1 1 1 1 _E6 �__ " uC7 O' CCl O O O 001 O O 1(WI.• O O CCI O 6'-10 6 -tq 6 �Y� 6',-6" 6'_6" 6'-6" 6'-6" 6'-6" 6'_6» 61_6,. 6'_6" . 6'-6" 6'--6' 6'-6" 6'-1o" 6'--10" - KA ol » � t » . N �-Q / » . » \_��-o. N » �3 - » ) » tMN1.�4N4 --p 4 -0 3o-O" 4 —0 --0 3'-0 4 -0 0 p 3 —p 'rl --4 v� _ James R. McCue ASSOCIATES, ARCfII1'E( IS 1g'.-p" '�0'-0" 20'_0" 2q'-0" 20'--0" 20'-0" 20'-0" 19'-0" 1 _q» — Jr ,rL fUchitetC AR 11214 ' 160.-0 ------ -120 S. 3 RD. SWEET JACKSONVILLE BEACH, FLORIDA 32250 TEL.(904) 141-uSfjU FLOOR PLAN JJ�1 RENOVATION OF DAGIIEI� ' MINTING BUILDING; Fold B & i PROPERTIES 1. 51 MAYPORT ROAD EXISTING MAYFORT SQUARE CPU EA. UNIT DISCONNECT 'N/QUICK A%C UNIT^ SWITCH A'T'LAN'T'IC BEACH, DlscalvrdECT FLORIDA I f FINAL REVISION RELEASE DIA'TE O LW f FLUORESCENT FIXTURE SIIL' E'f CONTENT: ENT: T1N0 (2) EA UNIT I FLUORESCENT FIXTURE FLOOR PLAN, ONE (1) EA. ANITORS TYPICAL UNIT PLANS ct�osa=T I - � f EMERGENCY FIXTURE TWO (2) EA UNIT 110V DUPLEX OUTLET SIX (6) EA UNIT t - SI<aNEU/SF,1I ;� �� ►.�O� .1 v a , FLUORESCENT FIXTURE Y -- EIGHT (8) EA UNIT ELE�C�TRIC.AL / 1IECHANICAL LEGEND "lJQT Wit L17 F'CLE S dITCri 0 L DUSK _ TO HOUSE PANE T LE Q6! INCANDECANT FIXTURE TO DAWN TIMER I,p V U�JPL EX �uTL�r CENTERED ON EA UNIT � � scm.r: AS NOTED S !!4CW,:cSC NT L "HT L�It,1 ti'N: �3BG _ _ _ — _ - 1)�5ICN JRNIc, A-3 , ..-.. ~ INCANDECANT FIXTURE i . EIGHT (10) Ea COLUMN � llAl-E: U4/25,�03 r ` � ,� JU13 IVU: 011-03 {, I F:ETLF,�"J �;FFUSER Lzi7 � � r EXIS S,:N 20'-0" 20'_0» 20'-0 I)RZ VG. FILE: 029-02-A Ll TYP UNIT' ELECTRICAL ,PLAN TYP UNIT REFLECTED CEILING PLAN TYP UNIT MECHANICAL PLAN sIII � ONI o SI I1Ir or S11EE'1 S ! yi. # . t i THIS DOCU;1IEN'T 1S AN LNSIRUMENT OF SERVICE,AND IS TRE PROPERTY OF JAMES R.MC:CUE&ASSOCIATES.ANY USE OR REPRODUCTIONS WITHOUT THE EXPRESS WRIHEIN PERMISSION OF'T1iE ABODE MENTIONED PAR LIES 19 STRICTLY PKOfi mTED. QCOPYRIGIiC2.003 CL.IEN'I': B & K PROPERTIES 3563 UNIVERSITY BLVD SUI'T'E 236 JACKSONVILLE, FLORIDA 32277 CONSULTANTS: o 0 -`' REPAIR EXISTING FASCIA AS REQUIRED I i ATTIC DRAFT STOPS 1/2" L, G.W.BD. ONE SIPE OF James R. McCue >Z N TRUSS EXTENDING TO THE a V ROOF DECK FAR TAPED -i V) po - & ASSUCIA ES ARCIIHECTS AND CAULKED (UL 419). I 4'--0" OFF RIDGE Architect .1811214 DRAFT STOPS MUST ATTIC VENTS I DRAFT T EACH 3.000 w ! S.F. OF ATTIC IPACE .4420 S. 3 RD. SI EFf .- JACKSONVILLE BEACH, cn r%i C� 1 � FLORIDA 32250 I EL. X4)141-S$00 j EXISTING RIDGE nlccarcr,(g bellsouth.nes MOJEC,"I": j New PITCH BREAK �' �- RENOVATION ION OIC DAGIIEI; P1ZIN"PING BU[�UING FOR til N Lu N v ° v NEW GABS. v B & K PROPERTIES R RIDGE (TYP) I457 MAYPURrI' IZUx1D Rr� II R TtiI��YI'UI�"I" aC�Ut1i�E: f ( ATLANTIC BEACI.1, FLORIDA \ . I ( TYP) CUPOLA FINAL REVISION ELE DATE �2 rlSE I)A' f ' ;, ROOFPLAN ` SHEET' C;ON'I'ENT: ROOF PLAN 1/8, V-00 SIGNT.I)ISEA.I.Eb. .. .. •.. r r sc m.E. AS NO'rED I)�iAwN: BBG I)ESIGN: JRNIc 'r U,V1 E: 04125103 `s 1013 NO: 011-03 llltti'YG. PILE: 029-02-A 1. 1 - t SI IEE"I . A SIIFE'I' OF sIIFE s i r Fr THIS t)OC'UMENr lS AN W'TRUMI NT OF SERVICE,AND 1S'TRE PROPERTY OF JAINIE3 R. SICCUE& ASSOCIATES.ANY USE OR REPRODUCTIONS WITHOUT TRE EXPRESS 12 CONTROL JOINTS (C-T,) T.O. OF ROOF WRI 1`1 EN PERMISSION OF`I HE ABOVE " �.a. ITL ROOF r " NI1~N TIONED PARTIES 1S SIRICIL.Y r �1 -4 41 �l FLASHING (TYP) PITCH BREAK f 20 -4 1/2 A.F.F. ' 6" ST fROFCAM BANDING T.O. ROOF PROIIIBI'I ED. 0 CVPYRicia 2003 ( P) . Pi 2 A.F.F. TFT r � _ - __T I i B & K YROI'EIr _.F� I I __. ._ ._.. - - i I N__.,_ __ 1 T.O+ rArG1A Q 21' M 3o- i° 11 10A.F.F. 3563 UNIVERSITY BLVD GJ (TYP) o o a BEARING SUIrFE 236 .. 8'-10" A.F.F. JACKSONVILLE, FLORIDA.�_�.___ .1.� V LE, FL Z r, a - 322 77 Ii. ■ r r ■ y o a o o o o o o o o o o o a o a " " of " " e " " " " " " " " " " " T.O. MULL . ,. fl, �, p, �, o; �� CONSULTAN t�N I �: T`.` y �. �/ ..1..,. .V *. i T' a ?. .a -T T. ? ., �'. ^. T' a /!, . ..T.T : 7'-2" A.F.F. ..T1. Y-T VY"' F.F. STUCCO ' STUCCO KAWNEER 160a ( 6" SPLIT (TYP) STOREFRONT (TYP) FACE CMU NOTE: STORM SHUDO RS TO COMPLY WITH (TYP) SAFErf PLATE/TEMPERED FLORIDA BUILDING CODE 2001 2410 1x6 STYROFOAM BANDING (BOTTOM OF NORTH ELEVATION GLASS (TfP) THROUGH 2415 SHALL BE AVAILABLE FACIA) W/1/32" STUCCO COATING 1/ i -0■ ON SITE FOR ERECTION BEFORE HIGH WIND STORMS. NEW METAL TRUSSES �� C FRAMED OVER & TIED TO EXISTING ROOF T.O. OF ROOF. S.S. MTL ROOF S.S. MTL ROOF k T.O. OF ROOF James R. ' McCue 2 A.F.F. 20'-4 1/2" A.F.F. _..r._...7-..- �� - ..,. 20 4 A. . r� 1/ n F. .. f & ASSUC:IATES ARC'IlITE(M T.O. ROOF ( , 12 12 12 I T.O. ROOF Aidlitect AR 11214 ti 3 15'-6 1/2" A.F.F. 3 �---- I 1 /2 15'-6 1/2" A.F.F. -` � l i 1 �1 2 � I T.O. FACIA 1 _ / - _I� � I (I �12U S. 3 RD. 5'1l�EE'1' T.O. FAC.A n 11 --10 A.F.F. CJ TfP �J ( ) _ Jr1 CKSUNVILL E BE �C'II, CJ TYP 11'-10" A.F.F. BEARING �.-- ( ) BEARING 1 LUKIUA 32250 8'-10" A.F.F. W--10" A.F.F. I EL. (�) 741-SSW FAX. 241-2051 FLASHING 1'-0" ` �` aicc uchFallisauth.nrt T.O. MULL tr t1 FLASHING 7'-2" A.F.F. O'-0" ob—F.F. r I T ---- F.F. PROJECT STUCCO STUCCO I STUCCO STUCCO 6" SPOT RENOVATION OF DAGflEF T.O. EXIST BANDING BANDING FACE CMU PRINTING BUILDING FOR ROOF CONTROL JOINTS (c.T.) B & I� I'IZC�YER'I'IEa WEST ELEVATION EAST ELEMION 1157 NIAYPOR'l" ROAD 1/e" V-o" NIA YPORT SQUARE ATLANTIC BEACH, FLORIDA FINAL REVISION RELEASE DATE ELEV,�1,,rI'IO�VS 12 T.O, OF ROOF S.S. MTL ROOF 4 SHEET �j ( (� �j T~ 2a'--4 1/2" A.F.F. SIIELrI' C.UN'I'�,NrI■: T.O. ROOF 16'-6 1/2" F i i I � i i � ►' � � I I T-0, AC IA -2" A.F.F. _T .r _ i Y I _fir r- r tr 7'T— `T=T=.r-TT-`_ ' .. i T-- ?T-`_i"`r`r� .. _ .. .. .. .� T �_1..-, r �r"T —r—T-_r-..-T- `' Tr r`-T-"lir r _ rT -� T r' oc F.F. PAINT EXISTING ur CMU TO MATCH NEW STUCCO ¢ SOUTH ELEVATION AS NO'T'ED B BG VESIGN: f RMC vn 11 : 04/25/03 1011 NO- 0 11•-03 lllt�b�c;. I-I1.I;: 29-02-A2.0 SI Il',h I': SI IE;'r OF St IEl:FS I ROOF , .024 GA PRE PAINTED SSR. ON ICE & WATER SHIELD TIN—TAGGED © 12" U.C. HORIZ. & VERT. ON 5/8" CDX PRE--ENGINEERED ----- PLYWOOD. INSTALL ACCORDING WOOD TRUSSES TO MFGR'S SPECIFICATIONS FOR COASTAL CONSTRUCTION r1I1SLX)CL'mb,*irIsAIN INS IRUMEN FOF SERVICE,Airill l5 T1IE YR(Uk'ER7'Y OF JAMES ( 120 M.P.H.). (SEE STRUCTURAL R. MCCUE& ASSOCIATES. ANY USE OR DWGFOR TIE DOWN SCHEDULE REPRODUCTIONS A/11trou-1• fIU F.VRESS T.U. OF ROOF 12 WRI I'l EN PERMISSION OF I RE ABOVE MEN TIONED PAR TIES IS STRICTLY 20'--4 1 /2 A.F.F. 4 ,,, AND NAILING PATTERN). raOIll}3rrEI). 0c:OPYttIGltr2aJ3 CLIEN'1': B & K YROPER'FIES 3563 UNIVERS111Y BLVD T.O. ROOF � 155 1 /2)) A.F.F. �-.. ; - �. - _ —�� 12 SUI'T'E 236 t ' 1 1 , z �"� ��;, �:.-r- � JACKSONVILLE, FLORIDA , 327 T.O. FASCIA I �. 7 1 l '— 10" A.F.F. CUNS UL'I'AN'I'S: BEARING �. ' SEF STRUC. DWGS. F.F. I UL 419 J',IllaeS R: MCC Lle `... ___.. ....._. _.._ ..� �c ASSOCIAl ES ARC'IIfI EL IS Arc't.icec[ AR 1)214 1 LAYERUL SECTION -120 S. 3 RD. S'IR -E'r A3.O -- 1/4" 1' A" JI LUItII:NyILLF 133 50I, .� I E.L. 0,4A)::41.3300 FAXY41 SUS 1 ROOF n:cC:u t h=i aciisuu[h.n [ .024 GA PRE PAINTED SSR. ON ICE & WATER SHIELD „Cr.PRE--ENGINEERED TIN- TAGGED C� 12" O.C. HORIL. -�_- YI�UJEl WOOD TRUSSES & VERT. ON 5/8" CDX -'-- BUTT TO CK RENOVA'rION OF DAGHEr PLYWOOD. INSTALL ACCORDING FIRE CAULK TAPS. I'IZIN I INCL BUILDING FOR TO MFGR'S SPECIFICATIONS -r B & K PROPER'T'IES FOR COASTAL CONSTRUCTION - ' 1457 MAYPORI ROAD ( 120 M.P.H.). (SEE STRUCTURAL 3_5/8,► CHANNEL . - 1NIAYPOR T, SQUARE DWG FOR TIE DOWN SCHEDULE BLOCKING 4 -U VERTC O. . A'I"CAN`T"IC: I3Er1C�FI, _.._., AND NAILING PATTERN). - FLORIDA 20'-7" I 3-5/8 22 GA STUDS S -; - - FIN��L REVISION3 Trp 12 EXISTING r CcJ 2,_0,► RELEASE O.C. W/ . , , 11111111 12 WOOD TRUSSES ONE ( 1 ) LAYER OF 8 r :moo V7A-T� - TYPE toX toG.W.BDo BUILDING SEC. I IONS, T.G. FASCIA I _- - �� _ EA. SID' TO DECK W/ WALL SECHON ION ,� ---- �. y; 3" BATT INSULATION , 11 10 A.F.F. ,�z - , „ , , , , ,_ BEARING r 8'-- 10" A.F.F. 0 G 10.31 �, a . = 1 1 /2 RAti1SET PINS �st� v G � �, -r- - _ � 9 2'—o„ O.C. 13.0. BEAM —2 1 /2" 'EXISTING SLAB SEE STRUC. DWGS. I'.I. `• ^ 1 r ' SIGNEDiSFAI : . F.F. . ,J 3_5/8,► CHANNEL A4-- LA'!'ERIAL SECTION 3 TYP DEMISING WALL SECTION N= A3.4 1/4" IVasa) 3/4" I'-0' . y BASER W/ LEVELING 1 \ NUTS (SEE A1 .0) AM , FZ_ = s�:J .F: fps Nofr�:U DRAWN: BBG .r a ' 1ASIGN: JTZI�Tc DA I F:: 04/25/03 J0B NO: 011-03 L)IM(l FILE: 02 -02-A3.0 . 1 SIIl:I=:i: 3 0 cp SIIEhI' (T 5IIEI:IS RS' LF f .024 GA PRE PAINTED SSR. ON ICE & WATER SHIELD TIN-TAGGED 012" O.C. i ROOF EXISTING PRE-ENGINEERED - HORIZ. &- VERT. ON 5/8'' CpX PLYWOOD. INSTALL ACCORDING TO MFGR'S SPECIFICATIONS TRUSSES FOR COASTAL CONSTRUCTION (120 M.P.H.), (SEEI �- TRUCTURAL DWG FOR TIE DOWN SCHEDULE AND RQOi: ---'--- T.O. OF ROOF NAILING PATTERN). 024 GA PRE PAINTED SSR. r ON ICE & WATER SHIELD - ZO'-5 1/2" A.F.F. 12 TIN--TAGGED 012" O.C. _ ] IFS - 5 HOR17. & VERT. ON 5/8" PRE-ENGINEERED �� CDX PLYWOOD. INSTALL � 'WOOD TRUSSES .� � r � _ ' RING MFGR'S • `` •� �- ��.� TRIS UCJCG.rllMcvr 1S A,N lItiS1Rl;�lENT ol{ ACCORDING TO SPECIFICATIONS FOR SERVICE,AND 15'T HE YKU1?EKTY UI~lA:�1FS `\ �� R.NICCUE& ASSOC:IAJ ES.ANY USE OR COASTAL CONSTRUCTION ��•. �— -�..- REPRODUC'TIONS wmiou r THE EXPRESS WRITE LN PERMISSION OF 1111; ABOVE • (120 M.P.H.). (SEE FASCIA \� TRUCTURAL DWG FOR TIE P.T. 2x8 1x2 P.T.DRIP ` _ MENTIONED PARTIES 15 SIIt1ClLY DOWNSCHEDULE AND + - �. PRO111131IED. OCOPYKIGIIT2003 W/ CALV STEEL DRIP STRIP --- ' NAILING PATTERN). CLIENT.• SQFFI PERFORATED VINYL SOFFIT ON 2x4 T --4 i B & K PROPERTIES IES ouTLooKERs 0 2'-0" O.C. w/1x2 3563 UNIVERSI"TY BLVD ' STRIPPING . \ T.O. SUITE 236\ _..._ •.. _ ._._ __ _.. __. __._ __ ._ - -• a 16'-,3 2" A.F.F. ACKSONVIL LE FLORIDA . 32277 I I I CONSUL"17ANTS: 0 CORN C + i A8.1 12 1 1/2�--�" �` MEDALLION �— 1/32" SYTHENETiC --- STUCCO ON 1"x6" BAND 2 —a i 12 1 1/21 T.O. FASCIA �-- -- ; 11'-10" A.F.F. Q 4 —U O.C. SIDEWAIL r 1/32" SYTHNETIC - " T.O. FASCIA TUC N 1 2 SCRATCH STUCCO — , op COAT ON PAPER BACKED ! 11'-1 D" A.F.F. _---- � _ METAL LATHE ON 7/16" O.S,B. = �� 8 K7.56 J(arries R. McCue v 51D ! I - 1/,32" SYTHNETIC - I � STUCCO ON 1/2" SCRATCH UDIN(% 1/.32" SYTHENETIC COAT ON PAPER BACKED �� j ' ��_ ASSUCIAIES rN-RCIlf I ECf S STUCCO ON 1"x6" STYROFOAM I A ch't"t AR 11214 METAL LATHE ON 7/16 O.S.B.0.5.@. BAND - STUCCO ON 1x6" STYROFOAM ' Ir - " 1 •120 S. 3 RD. Sl REP.,r BEARING �J �. E3AND J � 1/32 S�THENETIC _ i 8'-1a" A.F.F. � j � BAND I JACKSONVILLE BEACH, -K1 j� �� FLORIDA 32250 I EL.t`04)241-88(x) r r FAX.241-2051 + sfJEpoR S _ 1x4 i I BEARING hC!1�11suuth,raet �� =iN SOFFIT SUPPORT 0 I 8'-10" A.F,F. i:Acc ut PERFORATED VINYL SOFFIT r Y.) V-4 V-4m O.C. I _ BANQING -- 1/32" S'T7HENETIC I SOFFIT. - PERFORATED { (C (1aSat� I I YIZUJEC'I': STUCCO ON 1"x6" STYROFOAM 1'-0" VINYL. SOFFIT �-� _ FEF IT PERFORATED STUCCO Q BOXED BEAM VINYL SOFFIT INSTALLED . , 11---- 1,ro» — ON 1x2 STRIPPING < RENOVATION ION Of� DAQ II F 3- _ T. » FWAL 1/32 SYTHNETIC 2 - 1 4 O.C, PIZIN 11NU BUILDING FOR STUCCO ON 1/2" SCRATCH 2S-TOREF,RONT -- B & K PROPER"H ES " COAT ON PAPER BACKED KAWNEER 1600 METAL LATHE ON 7/16" O.S.B. 1 81.1 STOREFRONT (TYP) 1457 MAYPORT ROAD N T - UNDER BAYS WHERE GABLE COLUMN ENDS OCCUR PROVIDE AnnlTiOrJAL r 1 I�IIYPOI2'I' S��U�1RE 4"x 4"x1/4. COLUMN — GOLUMN - 4"x4"x1/4" j COLUMN BEYOND MONO TRUSS 4'--D" O.C. COLUMN BEYOND (SEE PARTIAL ROOF FRAMING 81'1` ATLANTIC BEACf1, i/2" PLAN SHr. A1.1) I �► " FLORIDA !SANDING - 1/32" SYTHENETIC SYTHNETIC.1 51DMLL BEYOND - 1/32 STUCCO w 1"xfi" STYROFSYTHNETIC STUCCO ONSCRATCH COAT ON PAPER �� . ' I FINAL REVISION BAND BACKED METAL LATHE ON S.S. 4 x /4 BEYOND-- RELEASE DA rE z -8 » 7/16 O.S.d• EE STRUCTURAL D�YG s SEG"TIONS & DETAILS A.F,F. SHEET CUNT"EN'r: i COLUMN BASF 6" SPLIT _ �I FACE CMU SHORE, BRACE & CAST FULL '!N GROUT CIA 06-0.0 lot F.F. y 5 5/g BASF (SEE STRUCTURAL) P.T, 2x4 �. COLONNADE SECTION D -0 1 F.F. T.S. 4x4x3/1f 6 0 A8.1 8/r V-0" 6" SPLIT FACE CMU BASE 2 COLONNADE SECTION BASE ," BRACING A9.1 3/4" "X SECTION COL. BASE 7/16" O.S.B. LL 5/8" STUCCO ON A AOTHER COLUMNS r PAPERBACKED d9.1 8 1'-D" MTL LATHE 7/16" O.S.B. 8 , SCr1L,k: AS NWED �, ----- 5/8" STUCCO ON i q y PAPERBACKED _ _.. .-�`� BBG art MTL LATHE 2 ` DESIGN; JRMC CORNER BEAD 1 #A2 • �_ _. ... 4 llr1.1k.: 04/25/03 T.S. 4x4x3/16 06 6" SPLIT °" ,OB No : 011-03 FACE CMU : BASE DRWG. FILE.: 029-02-A3.0 , , 7/16" O.S.B. 5/8" STUCCO ON rC DETAIL B SECTION COL BASE 0 A & K PAPERBACKED �.� 3" w 1'--0" A3 . I A8.1 8" �+ MTL LATHE 1'-08 + M SII:TA' OF SI1kIi"1S i ter. HARDWARE GROUPS GROUP 1 DOOR TYPES THRESHOLD WEATHER STRIPPING DEAD BOLT-- ADAMS RITE MS-1850A-505, SCHLAGE CYLINDER GRO U-2.2 1 1/2 PAIR HINGES, TAMPER RESISTANT, STANLEY "LIFESPAN", PAINTED CLASSROOM SET, SCHALGE, 570PD, SATIN; S.S. �--- THRESHOLD THIS DOCUMENT IS AN I.NSTRumENr OF PROTECTION PLATE-- SEE DOOR SPECIFICATION 5 SERVICE,xm)is ri1E PROPERTY OF JANIES DEAD BOLT- ADAMS RITE MS-185CA-505, SCHLAGE CYLINDER R.NIC CUE& AS SOC IA'IES.ANY USE OR RE.PRODUC IONS WrTHOUTTIiE EXPRESS GROUP 3 WRI'rIEN PERMISSION OFT1112 ABOVE 1 1/2 PAIR HINGES NIENTIONED PAR-1 IES 1S STRICTLY PRIVACY SET, SCHALAGE, S40D, SATIN S.S. i' PROIiIBITED. QcoPYRIGIfr2003 SILENCERS CLIENT: THRESHOLD NOTES: TYPE 1 TYPE 2 B & K PROPER'T'IES 1. ALL LOCKS TO BE MASTER KEYED 3563 UNI VERSFI'Y BLVD ALL LOCKS TO HAVE INTERCHANGEABLE CORE DOOR HARDWARE INCLUDING EMERGENCY SUI'CE 236 EXIT ALARM UNDER DOOR HARDWARE ALLOWANCE. 2. ALL DOOR HARDWARE MEETS ADA REQUIREMENIS JACKSONVILLE, FLORIDA 1Y/ LEVER TYPE HANDLES 32277 SCHEDULE O DOORS & FCONSULTANTS: DOOR FRAME STOREFRONT DOOR SPECIFICATIONS DOOR No. DOOR SIZE DETAILS i HADD— WIDTH HEIGHT 'I HK. MAT. FINISH TYPE .. W._ WARE 1 . EXIT DOORS: , v I i J MAT. SET N0. NOT REMARKS ' HEAD. AMB SI FIN. E N BASE BID. ACCEPTABLE ALTERNATE ARE U.S. ALUMINUM & AM RITE. DURING IN HOURS EXIT RS SHALL _ _---- - BE OPERABLE FROM INSIDE WITHOUT USE J KAWNEER TO BE 1 C E BUSINESS OUSE DOORS _ .. . _ USE EXTERIOR GLAZING SYSTEM. ALUM. STOREFRONT WINDOW W/ 1/4 TEMPERED GL., OF A KE-(. HARDWARE FOR HANDICAPPED 001 i 3'-0" 70-0-8 I 1 3/4 " ALUM FACTORY 2 J I ALUM, FACTORY I -- ENTRY KAWNEER 1600 STOREFRONT MUST MEET THE 2001 FLORIDA BUILDING CODE FOR CONSTRUCTION (1 19 MPH WIND GUSTS) SHALL CONFORM TO LOCAL BUILDING CODES _ .. _. OR ANSI 4.13.10 AS RULES APPLY, FIRE -- EXIT DOORS AND FRAMES SHALL BE U.L. STOREFRONT KEYED NOTES "B" LABEL RATED 1--1/2 HOURS. BASE SET IN SEALANT TAPCON 2. STEEL FRAMES (WELDED 1/4"X 1-3/4" 12" O.C. O SILL FLASH. MATCH EXTRUDED ALUM. ShAu CONFORM 10 Sa SPECIFICATIONS. INTERIOR FRAMES SHALL BE 18 GAUGE fames R. McCue ANCHORS 18" O.C. 6" FROM <�> PROVIDE #69--121 STL. REINF• AND EXTERIOR FRAMES SHALL BE 16 GA. ENDS---TYP.(USE#4 POWDER 0 ALL 10"-•-0" H OR MULLIONS. ASTM71569 STEEL. SEE DETAIL 8A-3/A4.3. & ASSUC'IA'I'ES r1RCIItI`E(A'S DRIVEN 0 STEEL, 1/4" WS PROVIDE #69-121 STEEL REINF. '►NHE1J 0 WOOD,1/4 TAPCON OCONC) ODOOR):HORIZONTAL MULLION IS BETW'EE,N 3. STEEL DOORSrS, •--3/4 Ardlitect , AR 11214 2X TREATED WOOD BLKG., 8'-1" AND 12'--0" MAXIMUM. SHALL CONFORM TO SDI SPECIFICATIONS. FRICTION FIT INSULATION <a> TYPICAL 1/4" BLOCKING INTERIOR DOORS SHALL BE 18 GA. AND 4'20 S. 3 RD. STREE'r 5/8 FIRE RATED GYP. BACKER ROD AND MATCHING EXTERIOR DOORS SHALL BE 16 GA. ASTM— JACKSONVILLE BEACH, sO 050 ALUM. BRAKE METAL SEALANT COLOR 366 STEEL. PROVIDE CONCEALED 12 GAUGE W/ MATCH COLOR & FINISH. REINFORCEMENT FOR HARDWARE. FLORIDA 32250 . 4. NAME PLATES (TOILET ROOMS); TEL. FAX.241-2051 A.D.A. TACTILE SIGN (MEN, WOMEN; AND 111Ccarch(d bellsouLh.net HANDICAPPED} 8" X 8" WITH CENTERLINE 64" ABOVE FLOOR. GS-42-C FOR MEN AND GS-43-C FOR WOMEN. ANODIZED MEDIUM BRONZE ALUM. FRAMES & IVORY BKGD. WITH BROWN COPY & PICTOGRAPH OF WHEELCHAIR PROJEC.'Ir: . AND FIGURE SYMBOL. SIGNS TO HAVE BRAILLE AND REGULAR COPY. SIGNS BY MEDALIA RENOVA�rIUN OF MAGI-TEF SPECIALTIES, INC., ARLINGTON HTS. IL. (847)718-1936. PRIN'T'ING BUILDING FOR B & K PROPERTIES 1437 NIAYPOR'T' ROAD WINDOW ASSEMBLIES NIAYPOR'r SQUARE ATLAN'T'IC BEACfI, FLORIDA SAFETY PLATE/TEMPERED GLASS FINAL REVISION T.O. MULL 7'-2" A.F.F. - -- _r - --- -- RELEASE DA" a ' SCfIEDULES, HARDWARE GROUPSSPECIFICATIONS , o'--o" F.F. SHEET CONTENT: TYPE 1 TYPE 2 SCHEDULE OF WINDOWS & FRAMES WINDOWS FRAME WINDOW WINDOW SIZE DETAILS b. WIDTH HEIGHT THK. MAT. FINISH TYPEGLAZING UNDER CUT RATIN HEAD JAMB SILL MAT' FIN. REMARKS r 4" MPo 001 17'-0" 7'-O" 1 5/8 ALUM. FACTORY 1 1/4" TEMPERED - - J J I ALUM. FACTORY KAWNEER IR500 STOREFRONT � ,/ •' �; ` ` a' 002 8'-0" 5'-4" 1 5/8 " ALUM. FACTORY 2 1/4" TEMPERED - - J J I ALUM. FACTORY KAWNEER 1600 STOREFRONT "` r � r IL r, SCALE: AS NOTED ll1t,11ti'N. BBG JRNIc llESILIN: , .r3 I)AI E: 04/25/03 JOB NO: 011-03 j DRVG. FIL1029-02-A4.0 r I - SIITLI: F A4 ,00 SIII:ET8 C)114 slit .. . ....... ..... ...... i Ird ) 8 EQ. SPA. ® 26'-0" 160._0" THIS llOCUMENT INS"IRLME:NT OF SERVICE,AND IS THE PROPERTY OF JAMES EXISTING x. MCCUH& ASSOCIATES. ANY L ISE OR $" CMU RLPRODL'CfIONS WrrnouTTHE EXPRESS WR1'I'TEN PERMISSION OF'1'RE ABOVE MEN]ION ED PARTIES 1S STRICTLY PROHIBITED, 000PYRiCIIT2UO3 1.. CLIENT: ----------------------- - --- ------------- ---- --- . B & K PROPER'T'IES 3563 } UNIVERIS'T'Y BLVD SUITE 236 JACKSONVILLE FL 32277 CONSUL'T'AN'T'S: • .SAE Y. LEE P.E., 31276 13015 YELLOW STAR LN P JACKSONVILLE, EXISTING 4" THICK a J REINFORCED «� FLORIDA 32224 � SLAB 1 1 I . EXISTING 3'-0"x3'-0"x1 '-0" NEW 6x6 P.T. } FOOTING TYP. POST TYP. } James R. McCue 5J & ASSOCIATES tVRCI�TIF,CwXS `- - - --- --- --' L------- - --------- ---� --------- I -------------------------- ----------------' ---•- ..-.---------- ----------- ---- --------- - .---- -....__. __- ..., ----------. ---------- ----------------- ------------- .1 -------------•- r �1�'rhtrtt A1t1121I ------------------ -------------------------------------------- 420 S. 3 RD, S'I'REE'I' � ... '51.2 JACKSONVILLE BEACII i c FLORIDA 32250 TET..CAA)241-88G0 PROJECT:, EXISTING 2'—O"x2'—O"xi -'0>r 1 0 FOOTING TYP. RENOVATION OF ~ THE DAIIGER PRINTING FOUNDATION PLAN BUILDING A'C 1457 MAYPORT ROAD, A'TLANTIC BEACfI FL. FINAL REVISION RELEASE DATE SIIEE'I' C.ON` EN'r: DAGI-IER PRIN`I'ING FOR B & K PROPER'HES 1495 NIAYPORT ROAD AT'LAN'TIC BEACH, FLORIDA CJ NOTES: a 1 . FOR GENERAL STRUCTURAL NOTES ' SEE DRAWING 51 ,5. L)Ri VN: arkinb DESIGN: JYL 04/25/03 _ .•��Y1F F 1M-03_p6 wJ D1tw(�. f I1. .: �! Tz Surly: 01� siel SI IEET OF SI IE I;I S _ .. . . i . ... ... .... ...... .... _ _____ _ __ _ # � r r� r� 8 EQ. SPA. 0 20'-0" 160'-0" SIMPSON MSTA18 i EXISTING TYP. EACH TRUSS 2x4 E.S, TO TOP 8" CMU CHORD PANEL POINT lY2" 3" lY2" / THIS DOCUMENT IS AN INS'T'RUMENT OF L6x6x5 16 SERVICE,AND IS THE PROPERTY OFJAAIES R.ATCCUE S ASSOCIATES. AIVY USE OR \ , REPRODUC 2x8 BOTT, CHORD WRI I EN PERMISSION Oi'TIIE ABOVETTIONS WITHOUT THE EXPRESS ,HIEN"TIOiINED PARTIES IS SIRICILY PROHIBITED. 0 COPYRIGHT 2W3 ' " CLIENT: B & K PROPERTIES 3563 5 1/4"x14" 2x6 UNIVERISTY BLVD POWER BEAM I r SUITE 236 4-1/2"0 BOLTS JACKSONVILLE FL 32277 COUNTERSUNK C;ONSULTAN'T'S. ' MICROLLAMM 1/4" -�---2�-1/2"0 THRUM BOLTS JAE Y. LEE P.E., 31276 EXISTING PRE--ENGINEERED WOOD TRUSSES AT 4'-0" O.C. �S' " - � 13015 YELLOW STAR LN P LO PL. 1/$ _ P.T. 6x6 POST JACKSONVILLE, r� FLORIDA 32224 SECTION 3 4 =1'-0" HIS DWG, 6x6 POST 5 1/4x14" POWER BEAM WITH np, W 1 3/4'x7 1/4" I'AICROLLAM TYP. ' , f I , — — — — — _ h _ ; , C _ - - — — - -- -_ _ James R. McCue A A & ASSOCIA'I'ES ARCl fI'ECrs V-4" W I I Architect AR 11214 1 co oD 420 S. 3 RD. S•I'REE•F ��T 1 �T � 1 _ �- � � _ _ --i_�__ �__-_ �- _,--- JACKSONVILLE BEACH, SIM. _ FLORIDA 32250 �-5 1/4"x 14" POWER BEAM TYP. � IEL.c50.4i 241-8800 1._0a mcc v ch g Yxllsuuth.net ._ -6x6 POST TMP. 2x6 2 ROWS OF 16d PROJECT: 01 D.C. ROOF FRAMING PLAN " r RENOVATION OF 4R-Os " r' �� POWER BEAM i Y$'� THE DAI-IGER PRIN'T'ING 2x4 E.S. TO TOP BUILDING A'I, 1457. CHORD PANEL POINT - EXIST. EXIST. I 1�IAYT'UR"T ROAD, TRUSS TRUSS 41_0" INTERIOR EXTERIOR 4-1/2"0 BOLTS -- . , ' ; A I LAN ric. BEACH FL. . 2x8 BOTT. CHORD EXIST. EXIST. 4-3/8"0x4" LONG f L6x6x5/16 TRUSS TRUSS I FINAL REVISION __r = RELEASE, DA'I'E rc LAG BOLTS 2x6 =N 5 1/4"x14" W 2 ROWS OF 16d 2x$ BOTT, CHORD 2x8 BOTT. CHORD POWER BEAM � 012 D.C. 1 3/4"x7 1/4" MICROLLAM EL. 8'-9" 2 ROWS OF 16d 9 8" O.C. t___-- _ - 5 1/4"x14" ' i✓» � •T �1f» - POWER BEAM SCJ c J 1-2, , 7 l 2 '�' ` 1 lot `_\ EL. s'-9" I ' SECTION E _ E SHEET C ONTEN'r. 1 1, r�tr r - - SIMPSON " Tails DWG. . ROOF FRAMING PLAN 1� Hs AND SECTIONS • MICROLLAM I CHORD --• TYP 1 444 /P �;, I/4 J\`---- S�MPSON HS 2x8 BOTT, 2x6 I SIMPSON 2 ROWS OF 16d TMP, \ 5 1/4"x14" MSTA18 ® 8" D.C. 2 ROWS OF 16d Y2" I\, POWER BIEAM 012" O.C. SIMPSON - 1/2"0 BOLT CC66 EL. 8'-9 2-2x8 STUDS - -- P,T. 6x6 POST it'-0" 1'-0" Sl LTGZSON SiL,NEU�Si 11.kll: , l:..�w�, ,.. T56x6x3/16- r fi SPLIT FACE CMU �. �► 2x8 STUD P.T. 6 6 OS SHORE, BRACE AND L3x3x3/$ " CAST FULL W/GROUT x0 --5 1/2 i ! 2"1 3" 3" w SiMPSON HORIZ. REINF. EXIST. 8" 1 3/4"x7 1/4* MICROLLAM r -� HTT16 -- 16" O.C. TYP. CMU WALL " " 2 ROWS OF 16d 0 8" O.C. TY _ SIMP50N CC066 c: P.T. 2x8 PLATE cep FOR POST BASE PLATE ..-14 �cJ _I DETAILS SEE SECT. A-A �- _/9 2-5/8"0 COUNTERSUNK BOLTS, EXISTING FOOTING ry 1----- DRILL AND GROUT INTO EXIST. ,••••. ' " I r c•► F i' WALL W/'EPDXY. 8" EMBED. EL. 0 -0 f r , r- EXISTING FOOTING NOTES _ j1 EL. 0'-0"t 1 . FOR GENERAL STRUCTURAL NOTES 1/8 —1 0 - --- SEE DRAWING S1 .5. Ult �wly: rkin� H 1 7 7 1 1/2" THR'D ROD ! DESIGN: JYL Y2" YZ �" " W "x "x1 8" PL - BASE PL; r�- r--- 2-1/2 06oLTS /2 2 / 1/Zx6x1 -6 WASHER. DRILL AND GROUT SECTION C C U,V1E: 04/19/03 INTO EXIST. FOOTING 314"=1 -0 ;r 3/4"0 THR'D ROD W/ EPDXY THIS DWG. 1t�13 NO: JM-03-06 DRILL AND GROUT INTO EXIST. FOOTING W/ EPDXY. $„EMBED SECTION B -- B 1�it�vc,. FILE: SECTION A --- A 3/4 =t'_p" SIIEE•r: 3/4"=1 —0 S1.1 & THIS DWG. S1.1 & THIS DWG. sl * 2 SIIF.i:'1" OF sliffI'S rr 03- (C 8 EQ. SPA. 0 20'-0'r 160'-Qy i HURRICANE CLIP AT EACH TRUSS RENEW EXISTING FASCIA "SIMPSON" T.M. H16 (TYP. COLUMN LINE 1 ) AT REAR AS REQUIRED EXISTING 2x4 PURLIN � >, �rllls DocuMl~N'r Is AN INS rKUA4E.N7'oF AT 2 —O 0.C. Ty SERVICE,AND IS THE PROPERTY OPJAMEs K.MCCUE& ASSOCIA'TES.ANY USE OR REPRODUCTIONS%VTTHOUI'THE EXPRESS WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES I5 STRICTLY PROIIIBFIEU. 0 COPYRIGHT 403 LLI�,W: r y r B & K PROPERTIES IES 356.3 { ! 1 ; j UNIVERISTY BLVD I 46 EXISTING TRUSSES AT 4 --0 O.C. SUITE 236 JACKSONVILLE FL 32277 i I i EXISTING ' ► I II { ! i I 3/4" SHEATHING C ONSUL,r��NTS: / II I EXISTING RIDGE ! NEW PITCH BREAK 1 I i i I - James R. McCue I I � P I & ASSOCIATES 4-l[tCx fEC`fS CU t Architect .%R11214 a?o 3. 3 RD. s'ItzEE'r JACKSONVILLE BEACH, GABLES AND CUPOLA FLORIDA 32250 TO BE ADDED. SEE All FEL.(M)241-8800 EXISTING ROOF FRAMING PLAN ►,1��>r�h�II, ��I,.net PROJECT: rG, RENOVATION of r $ EQ. SPA. ® 20'-0" 160'-0" THE DANGER PRIN'T'ING BUILDING AT 1457 NIAYPORrf ROAD, EXISTING ATLANTIC BEACH FL. 8" CMU FINAL REVISION RELEASE .D,�rE • 1 SHEET CONTENT': EXISTING ROOF 5 -- 2 x 6 4'--0„ 0.c. FRAMING PLAN (S.Y.P. #2 W/ 2-- 16D NAILS INTO EACH TRUSS BELOW) o (D ---T I 1 � I � V F' r�i ..•.r ,. ' _77 fD NOTES - { / ► + , 1 . FOR GENERAL STRUCTURALUItJ�wN. rkina T NOTES SEE DRAWING S1 .5. =; llISIGN: J YL r. DTVI E: 04/19/03 r ua JOB NO: JNI-03-06 I PITC laltwc. MLI:: ' ROOF FRAMING PUN ( H BREAK r SIIEI:•r: NOTES Slo3, BEFORE TRUSSES FORMING GRAPHICS BAND AND PITCH BREAK ARE INSTALLED, INSTALL 2x6"S STILET (.)I- SIII:I:'IS I I , y II NEW WOOD TRUSSES AT 24" O.C. I I I 'rlils Ix)cUINtENr is AN INS'fRU.MENTOF i SERVICE,AND IS THE PROPERTY OF JAIMES R.MCCUE& ASSOCIATES.ANY USE OR I 1 1 ( I I l REPRODU(MONS wIT11OUr"THE EXPRESS WRI'1'fEN PERMISSION OF THE ABOVE MENTIONED Y UI 1131fE11.P �CUPYRIGIfT20Q3 I I 2x6'S S ,Y.P. #2 C� 4'--0„I O.C. FASTEN TO . CLIENr I • i1 /2” C.D.X. & TRUSSES I ��ELOW W/# 12x4 3/8" I I I r I ROOF GRIP SCREWS @ 1 --4 O.C. I �' B & K PROPERTIES 3563 • I � I I EXISTING RIDGE � I NEW TRUSSES I 40UNIVERISTY BLVDr SUITE 236 BREAK TRUSSES TO HOLDI GABLE I I JACKSONVILLE FL 32277 TRUSSES ABOVE PITCH BREAK t CONSUL FAN I'S. JAE Y. LEE P.E., 31276 13015 YELLOW S'T'AR LN IN _ JACKSONVILLE, si.� 01`� TOP 'OF r E JE KI G v v FLORIDA 32224 . Co I IT— _. -�J I c 1 4 A .I James R. McCue I I I (TYP CUPOLr O.H.) & ASSOCIATES ARClu`I'Ec"rS TIE DOWN FRAMING I FOR Architect Alt 11214 CUPOLAS ON EXISTING I I i ROOF DECK 8 EQ. SPA. @ 20'-0" = 160 —0 ,• 420 S. 3 RU. S'I REQ I' I � JACKSONVILLE BEACII, FLORIDA 32250 TEL.(ycu)241-3300 mccarct,( bellsouth.net ROOF FRAMING P (GABLE GABLE END PROJEC.'I": • MATCH EXISTING i/e" � i'-o" RIDGE HEIGHT RENOVA'T'ION OF THE DALIGER PRINTING 2x6's . BUILDING AT 1457 I MAYPORT ROAD, ATLAN'T'IC BEACH FL. FINAL REVISION RELEASE DA'Z'E .� PRE—EN 1 EER TRUSSESw 2x8's. _ 2x8's SHEET CON'T'ENT: ROOF FRAMING PLAN (GABLE END) & SECTION 17 I - , SIGNEDiSEALED: Ver % rr`wrxr; (1 ) "SIMPSON" T.M. H3 HURRICANE 1 SECTION CLIP © EA. TIE DOWN FRAMING 5�.4 N.T.S. w : Cl MEMBER W/ 4-8d COMMON WIRE ' NAILS TO PLATES & 4-8d COMMON ' WIRE NAILS TO TRUSS BOTTOM CHORD NOTES: SCALL: 1/8,,=l _0„ 1 . FOR GENERAL STRUCTURAL NOTES i)I�A1VN: Lrkina SEE DRAWING S1 .5. r t, ' DESIGN: J YL DATE: 04/19/03 r JOB NO: JM-03-06 DI MG. FILE I SHEET: v, S1 * 4 sILEL:'I' OF SIIEETS j .# n Ft r STRUCTURAL GENERAL NOTES: I. sEu N11. BOGH CARP 1, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS 1. DESIGNI, FABRICATION, HANDLING AND ERECTION OF PREFABRICATED WOOD RELATED TO EXISTING CONSTRUCTION BY MAKING FIELD MEASUREMENTS TRUSSES SHALL COMPLY WITH APPLICABLE REQUIREMENTS AND RECOMMENDATIONS THIS wcumE"Yr Is,'LN 11VSTRUME.N•r OF PRIOR TO COMMENCING WORK, OF THE TRUSS PLATE INSTITUTE. DESIGN AND ERECTION DRAWINGS SHALL BE SERVICE, AND IS'r RE PROPERTY OF JXNIES SIGNED AND SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, R.MCCUE&ASSOCIATES,ANY USE OR 2. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITIES FROM RETAINED BY THE MANUFACTURER. SUBMIT FOR REVIEW PRIOR TO FABRICATION: REPRODU(711ONS wrrllou-r TRE EXPRESS DAMAGE. �Vltl'I rEN PERMISSION UF'IHE ABOVE 3. TEMPORARY SHORING AND BRACING FOR CONSTRUCTION IS THE RESPONSIBILITY A. DESIGN CALCULATIONS TO SUPPORT DEAD, LIVE AND WIND LOADS. WRfIr EN PEONED MISSI s IS S'r HE AB , OF THE CONTRACTOR, B. ERECTION DRAWINGS SHALL SHOW ALL LATERAL AND DIAGONAL BRACING PROH1E31'TEu. OCUPYR1Gllr 26(]3 4. ALL EXCAVATED MATERIAL AND.CONSTRUCTION DEBRIS SHALL BE REMOVED AS REQUIRED IN THE TRUSS SYSTEM. r FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. C. TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED BY THE TRUSS (.LRLN r: MANUFACTURER AND SHOWN ON THE ERECTION DRAWINGS. il. 2. ROOF SHEATHING SHALL BE APA RATED 7/16"-32/16 PLYWOOD OR ORIENTED B & K PROPERTIES 3563 L FLORIDA BUILDING CODE 2001, STRAND BOARD (Q.S.B.). UNIVERISTY BLVD III. Q _J 3. ALL SAWN LUMBER SHALL BE VISUALLY GRADED NO. 2 SOUTHERN PINE AT 19% S,� GN !J1/E LOADS SUTTE 236 MAX. MOISTURE CONTENT, 1. ROOF LIVE LOADS. 20 PSF 4, PROVIDE LIGHT GAGE METAL FASTENERS INDICATED. SECURE PER FASTENING JACKSONVILLE FL 32277 2. FLOOR LIVE LOADS 100 PSF SCHEDULE PUBLISHED IN THE MANUFACTURER'S CATALOGUE FOR THE MAXIMUM CONSULTANTS:CAPACITY. UNLESS NOT-ED OTHERWISE, FASTENERS EXPOSED TO AMBIENT CONDITIONS ' IV. DE51GN WIND LOADS SHALL BE STAINLESS STEEL. SUBSTITUTIONS ARE PERMITTED PROVIDED THAT THEY r.` 1. VELOCITY (SEE 'WIND LOAD NOTES) 120 MPH HAVE AN EQUAL OR GREATER CAPACITY THAN THE SPECIFIED FASTENERS AND JAE Y. LEE Y.E., 3I276 V. FQU,� T10N CATALOGUE DATA IS SUBMITTED FOR APPROVAL BY THE ENGINEER. 13015 YELLOW SSI' RLN N 5. INSTALL ROUGH CARPENTRY WORK TO COMPLY WITH N.F.P.A. 11 MANUAL FOR 1. PLACE CLEAN GRANULAR FILL IN V LAYERS AND COMPACT TO A MINIMUM WOOD FRAME CONSTRUCTION", FORM E30 - "APA DESIGN/CONSTRUCTION GUIDE - JACKSONVILLE, 95% OF THE MAX'MUM MODIFIED PROCTOR DRY DENSITf AS DETERMINED RESIDENTIAL AND COMMERCIAL" AND THE RECOMMENDATIONS OF ENGINEERED WOOD BY ASTM D-1557. PRODUCTS MANUFACTURER, FLORIDA 32224 2. DEWATER, AS REQUIRED. SUCH THAT THE EXCAVATIONS ARE DRY AT THE TIME G. USE PRESSURE TREATED LUMBER WITH WATER BORNE PRESERVATIVES TO COMPLY OF CONCRETE PLACEMENT. WITH AWPA C2 FOR ALL MEMBERS IN CONTACT WITH MASONRY OR CONCRETE, 3. UNLESS NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, PIERS EXPOSED FRAMING, AND ALL CURBS AND BLOCKING USED IN CONNECTION ROOFING AND WALLS. WATERPROOFING, 4. . DESIGN SOIL BEARING STRENGTH: 2500 PSI. 7. PROVIDE CONTINUOUS WOOD FRAMING MEMBERS OF SIZE AND SPACING INDICATED. DO NOT SPLICE STRUCTURAL. MEMBERS BETWEEN SUPPORTS. VI. CONCEVIII. STEEL 1, THE LATEST EDITION OF THE FOLLOWING STANDARDS APPLY: 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR DESIGN, ACI 318 CODE) ACI 304 (PLACING) FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST ACI 306, WINTER CONCRETING) ACI 315 (DETAILING) h ACI 305 HOT WEATHER CONCRETING) ACI 347 (FORMWORK) EDITION. 2. 'WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AGI 211.1 (MIX COMPRESSIVE) AMERICAN WELDING SOCIETY, AWS D1.1 USING E•-70XX ELECTRODES. 2, THE REQUIRED CONCRETE STRENGTH BASED ON AN AGE OF 28 DAYS FOR 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A-307, James R. McCue ELEMENTS IN THE STRUCTURE SHALL NOT BE LESS THAN: 3000 PSI. 4. STRUCTURAL STEEL SHAPES, PLATES ETC. SHALL CONFORM TO THE REQUIREMENTS 3. MIX PROPORTION AND DESIGN: PROPORTIONS MIXES COMPLYING MIX DESIGN OF ASTM A-36 OR ASTM A-572 (Fy=50 KSI) OR ASTM A--992 (Fy=50 KSI) UNLESS & ASSOCIATES AKC:IiTiEC"TS PROCEDURES SPECIFIED IN ACI 301, OTHEROISE NOTED. Architect AR 11214 A. LIMIT OF FLY ASH (ASTM 0618 TYPE C OR F) TO NOT EXCEED 257. 5. SHOP PAINT ALL STRUCTURAL STEEL WITH ONE COAT OF RUSTOLEUM WITH MINIMUM OF PORTLAND CEMENT (ASTM C150 TYPE 1 OR 2) CONTENT BY WEIGHT. 2 MIL DRY THICKNESS. -120 S. 3 I.D. Sl'REEr JACKSONVILLE BEACH, B. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING FLORIDA 32250 PROPERTIES: 1. WATER-CEMENT RATIO, 0.55 MAXIMUM. 2. AIR INTRAINMENT (ASTM C 260): 31. +/- 17., T> 1..1vas)241-8800 nim abel4uuth.nct C. SLUMP LIMITS: PROPORTION AND 'DESIGN MIXES TO RESULT IN CONCRETE WIND LOAD NOTESSLUMP AT A PONT OF PLACEMENT AS FOLLOWS: YIiUJE[;'r: 1. RAMPS AND SLOPING SURFACES; NOT MORE THAN 3 INCHES. CODES: FLORIDA BUILDING CODE 2001 AND ASCE-7-98, 2. OTHER CONCRETE: 4 INCHES +/- 1'. BASIC WIND SPEED: 120 MPH (WIND BORNE DEBRIS REGION) t D. FINE AND COURSE AGGREGATES SHALL BE PER ASTM C33. WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY: 11 4. SITE ADDED WATER IS PERMITTED WITHIN THE FIRST 15 MINUTES THAT THE TRUCK ARRIVES WIND EXPOSURE: B RENOVATION OF ENCLOSURE: ENCLOSED BUILDING THE DAHGER PRINTING ON THE JOB SITE PROVIDED THAT THE WATER CEMENT RATIO AND THE SLUMP LIMITS ARE INTERNAL PRESSURE COEFFICIENT; GCpi--+,18 OR -.18 NOT EXCEEDED, HOWEVER NOT MORE THAN ONE GALLON OF 'WATER PER CUBIC YARD OF WIND PRESSURE TO COMPONENTS AND CLACKINGS: FBC TABLE 1606.28 & FIGURE 16G6.2(c) BUILDING AT 1457 CONCRETE MAY BE USED TO ADJUST THE MIX AT THE JOB SITE, ROOF ANGLE> 10-30 DEGREE 5. CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING MECHANICAL VIBRATING MAYPORrF ROAD, EQUIPMENT. ZONE EFFECTIVE WIND AREA(SF) WIND LOADS rPSF) ` ATLANTIC BEACH FL. 6. DO NOT PLACE CONCRETE DURING RAIN OR IF ANY RAIN IS LIKELY TO OCCUR PRIOR TO ROOF 1 10 +14.9 -23.7 � ° CONCRETE HARDENING. 1 20 +13.6 -23.0 1. THE CONTRACTOR SHALL ENGAGE A TESTING AGENCY ACCEPTABLE TO THE ENGINEER TO 1 50 +11.9 -22.2 ,� 0 (DQ FINAL REVISION FOR EACH 50 CUBIC YARDS OR EACH DAYS POUR OF EACH TYPE OF CONCRETE. 1 100 +10.5 -21.5 A. A SLUMP TEST (ASTM C143) 2 10 +14.9 -50.1 (D RELEASE DATE B. COMPRESSIVE STRENGTH TESTS (ASTM C39). PROVIDE ONE SET OF FOUR 2 20 +13.6 -45.4 2 2 CYLINDER SPECIMENS PER ASTM C31. ONE SPECIMEN IS TO BE TESTED AT 2 50 +11.9 -39.3 2 SEVEN DAYS, TWO SPECIMENS AT 28 DAYS, AND ONE SPECIMEN RETAINED IF 2 100 +10.5 -34.7 LATER TESTING IS REQUIRED, SUBMIT COPIES OF REST RESULTS 10 THE ENGINEER, 3 10 +14.9 -50.1 C. CONCRETE DENSITY FOR LIGHTWEIGHT CONCRETE. 3 20 +13.6 -43.4 8, EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR, OR DOWELS IN CONCRETE SHALL BE EITHER 3 50 +11.9 -39.3 0 S��L +,jr LU�J,j,EN�I�: RAMSET EPCON CERAMIC 6 OR HILTI HY150. 3 100 +10.5 --34.7 9. CRSI AND ACI STANDARDS APPLY. WALL 4 10 +25.9 -28.1 T (D 2 2 (D U Q � 10. ALL DEFORMED BARS SHALL CONFORM 10 ASTM A615, GRADE 60. 4 20 +24.7 -26.9 ® GENE14AL NOTES 11. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4 50 +23.2 -25.4 ® ° 12. SUBMIT FOR REVIEW SHOP DRAWINGS OF REINFORCING STEEL DETAILS PRIOR 4 100 +22.0 -24.2 TO FABRICATING REINFORCING STEEL. 5 10 +25.9 -34.7 2�2 2 13. LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE 5 20 +24.7 --32.4 z SPACING PLUS TWO INCHES. a 0 14, ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES, 5 50 +23.2 -29.3 HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT 5 100 +22.0 -2369 BEFORE AND DURING PLACEMENT OF CONCRETE, OVERHANG ANGLE> 10-30 DEGREE 0 Q 15. REINFORCEMENT CHAIR LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE 2 10 -48.3 • EXPOSED IN THE FINISHED STRUCTURE SHALL BE FABRICATED OF STAINLESS STEEL 2 20 -48.3 ° OR SHALL BE PLASTIC COATED. 16. WHERE SPLJCE LENGTHS ARE NOT SPECIFIED, USE 50 BAR DIAMETERS. 2 100 -48.3 3 10 -81.2 S16NEINSEt11-EU 3 20 -72.0 3 100 -50.5 `" 1. THE WIDTH OF THE EDGE STRIPS (a) SHALL BE ° 109: OF THE LEAST HORIZONTAL. DIMENSION OR W". 40% OF THE EAVE HEIGHT, WHICHEVER IS LESS 71 BUT NOT LESS THAN EITHER 47. OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET. . 2. h MEAN ROOF HEIGHT 10"<0<30' SC,kL _. NTS >�1rn�tiiN: rking s, VESIGN: JYL VA'I'L': U4/19/03 ;i JOB NO: JAI-03-06 VRWG. FILE: SIIFEl': S 1 95 ' SIIEE'r OF SIIEE'fs _. _ . I 1 /2a/0 LANDSGAPE Pf fsN GwrGED TQ ADD f P KIN f' P E TO 10x20; AND AAD LANDSCAPE am" VATLRAL AS REQUIRED FOR NEW BEDS 1 MAYPORT ROAD STATE ROAD A-1-A (100' RIGHT-OF-IWAY) o WRAP TRUNK At � PVT -- � "n LARGE BRANCHES �L--- / 5/8" RUBBER HOSE - v�A_LK 3" CYPRESS T1iIS L)OCU.NIENT IS,�v INSTRLNtENF O ANNEALED STEEL BARK MULCH 5ERVICF, Nll IS THE PROPERTY OF J � TES QV jP WIRE ( ALV) w R. MCCUE&ASSOCIATES.ANY USE OR 55-4 a (1) (2�) 2"x4"x8' TREATED STAKES " Uj REPRODUCIIO1NS wimour T1iE EXPRESS ca a (3 TRIANGUARLY PLACED) 0 3 BERM - W RITIEN PERMISSION OF THE ABOVE _. .- NIENTIO;NEU PARTIES IS STRICTLY N 1 aLJ PROH113I1 EU. OCOPYRIGHr 2003 . q 9 PTV CLEAN TapsolL CLIENT: (12) SIGN NOTE �` J STAKES COMPLYING CTo ...WEEpEVELOEDTFROUGH CITY 0 �. cp B & KPROPE . A .. �. . q ..•� 'r7 J COUNCIL AND CENTERED ON THE BACKFILL 3563 UNI VER ENTIRE PLAZA SITE ' Q QV �, ` ." C! CABBAGE PALMS JP O (2) 2 x ROOTBALI SUITE: 236 k , o (TYP) (SEE LEGEND,) (20) 0 p + + o a 'FREE; YLAIWINC� DE'PAIL JACKSONVILLE, FLORIDA 0 8 p 32277 g a LONSUL'rANrI'S. D PSVT Q GROUND LINE (3 TRIANGUARLY PLACED) TO BE SAME " , RENOVATED SINGLE STORY �� •• � � AS IN CONTAINER 3 CYPRESS BARK 8 o h + 3" BERM CMU BUILDING Qv P y� � r (1) O 60.00 ✓ / a 2D.00 2a.00 20.00 - RooTBALL a A o 2 r nn1 Q PLANTING MIX ---- - •�." Y �t . - o - PER SPECS. 0 o `r BACKFILL r f��rrles I�. 141cC.ue r q . p p ' & ASSOCIA ES �NRCIff FC IS 0 1 PTV 0 StMUB PL1.YHNG DETAIL Alchilect AR 11214 (12) a r a o) 420 S. 3 RD. Sl ItEE'1' , JACKSONVILLE BEA,:'11� - - 22 0 . a �'� PTV FLORIDA o Qv (�) J2250 � . (2) JP TEL.(994)2-T 1`--� (10)��Tl FAX.241-2051 I DUMPSTER PAD i1}ccatckc Uellsauthmtt © TV PROJECT':(� r 3 0) 10) (10) � (3) C ��VJLilr/lri - J RI NU Arl' ON OF DA IB PRIN"TING .BUILDING FOR VUA REQUIREMENTS B & K PROPERTIES LANDSCAPE PLAN `� GPUSUCN gEs�= F PROVIDE 1457 NlAYPOR'F ROAD VIA TO PUBLIC 1 t,f391.E7 SQ, Fr. 2.000 S�. FT. �) r /` ( � 1 [� 1:20 10% 18.916.7 50 FT. N�IAYPOR, SQUARE SPECIAS.IZEO WA 51 SQ. FT. 199 S0. FT. 5X 0 132 50. FT. 1.35FwwYPt tt1A 0 1.390 S0. Fr. ,•3r9 SO. Fr, ATLANTIC BEACH, 1,380 � x ti0 , FLORIDA FINAL REVISION • RELEASE DXFE 3'-30 O.C. AND I' FROM BACK OF • �. (SEE DEAL THIS SHEET) Landscape Legend 12'-2' 1 1/16'X10' SPREAD FOOTING p CR/0O 1555 CONT, ocj (isa) NO. CODE BOTANICAL NAME COMMON NAME SPECIFICATION SHEET C:C)N�I�EN�I's 117 JP JunipelruS Chinensis Juniper Parsoni 1 gol.,10--12" spr. 42 PTV Pittosporu p " 9 LANDSCAPE PLAN m Tobira Var. Pittos orum 3 aI.,24 h t,3 4.C.. I p .. 8' cmu 7 QV Cabbage Palm 10' hgt.,2.5"D.8,H. 2'_10' I° 1/4" EXP.' M&TERIAL ALT: OPEC FENCING (TYP) 0 ALL WALLS I ° a oo - - ' `; ° _ LEGEND 10'XIO,X5" 3,000 P� VAR. P1TTOSPORUM - FiBERCLASS REINFORCED SIc.aNE1,)jSEAlF.I.): CONCRETE DUW>STE R PAD LIVE OAKS s'-s" 1'-4 GORE FILLED CELL-W/ EXISTING' PLAM • `1)FOO5TING TOBETWEEN 15S r, CONT. IN s'Xe' U-BLOCK • • GROUTED FULL AS TIE- GROUND COVER JUNIPER PARSONI STEEL GATE BEAM 0 TOP OF WALL • • ' Y-3' O,C. AND 1' FROW BACK OF r- SLAB. (SEE DETAIL THIS SIS IRRIGATION NOTES AS NO"FED 1. IRRIGATION WILL BE INSTALLED BY A STEEL TUBE VAIN LINK W/ � ;. LICENSED IRRIGATION CONTRACTpR. llIt�11VN: BBG STEEL GATE 0 DE) BREI=t4 (EMBED 3 BUTTS `L 2. PRIOR TO IRRIGATION INSTALLATION PLANS I)ESIC;N: .IRNIC 1/4 EXP. MATERIAL SLOPE v 1/9' PER i'-D' WILL BE SUBMITTED AND APPROVED AS PER 0 ALWALLS GROUND SURFACE _ STANDARD CITY CODE. U4/25/U3 ri, r GROUND SURFACE �; lr) 3. IRRIGATION PLAN SHALL ENSURE THAT ALL o STRIP FOOTER REQUIRED TREES, SHRUBS AND GROUND COVER JOB NO: 011-03 WILL HAVE COMPLETE WATER COVERAGE. FILE: 029-02-L i. 1 77 DUMPSTER ENCLOSURE DETAIL SIIhI:►: N.T.S. 100 Y.� f` O l�c�a W w cl 6,4 3� ob --�- -- - —-----_- 87.50 O O Ot) - - - _ S 23' 37' 33' W. 548.20 "'�x (n - 3r. I \ , (N', - _ 16s26' O z Li ' -10 _ _ -�--- - _ 124.19'W -1 w J QV-1 -�__�_ _ _ O Z z ' PVT--3 DUMPSTER .mow _ _� - O T, O 1 -40 y �' - ---- 168.25' . + DUMPSTER � --�- _ - _ - I JP-10 - --- � Q 1 : PVT-12 I IV-1 ' \ FUSTiNG TWO STORY BUILDING • • Q ( CMU WALLS ) QV . J . ." • •. J ' -2 ' W GCC •. ' I ° JP-20 Q • • • • 1447-8 r 1 20.00 24.00 20.00 20.00 24.00 1 20.00 70 0 ' PVT-3 PVT-1 J 1447-7 , J PARCEL A 6 I Q \ o 1 JP-20 20.00 20.00 O 0 ❑ONNERS ROAD `'i\ U1 RENOVATED ONE STORY QV-1 I ILDING ( CMU WALLS ) B ' I 24.00 20.00 , ro ' PVT-5 Qv-2 I 30.00 p I PVT-10 Q PVI- 3 1447-5 �-- � ti W O w I H0 � J C3 JP-10 J ' \ C4 co �-- ' PARCEL Qv-1 , PARCEL "D" 1447-4 Q 1 � W JHC C3 N HC 1447-3 1 O Q-- I L000 \ , JP-20 , I JP-27 QV-2 I] , W v , \ w- PARCEL • "' 1 1447-2 1 � I QV-2 PVT-12 Q \ 1 1 PVT-10 J - • JI QV-4 10.00 PVT- 2 N I � of 2 JP-60 PVT-7 1447-1 (n 3'-27 Vl- ,�• r r ,^rte • 54,0 T _ JP-27 • 4 • QV-1 I 0 C) Li 50.00 100.00 50.00IoL— W J _J MAYPORT ROAD Z STATE RD. NO. Al A / 100' R/W O cn i SITE PLAN �' Q 9 1" = 20' t z - - o � t U W f j, E v I WED Jack�onvlllz F1'a FfCvelltic" Utv. 2a U4 0 ell,,,O EXCEPT IONS ❑ EXCEPT jONS AS NOl ED SHEET#------- I w JOB NO. J041002 Pll n r;v 'll .5511 :7_3 _ -rut rcli::�ect:iitracIt:r of th DRAWN: JWJ DATE: 03-16-04 SCALE: SHOWN DRAWING NO. C 1 I I Li I N i 61-90 i ce N 7-� 0 I + = I CMU WALL 8" CMU WALL I' Z 0 11 w co 0 0 � 0 I cn u- t I ( Z J 1 --i J W 00 � Q _ 0 > z 0 0 UNIX • ( UNISEX I —7 c0 (f) CL i .� I It Y co SEE ENLARGED ' °' SEE ENLARGED °' LAN 1/AG I PIAN 1/A--43068 /A--4 I i w 3068 :6:8 G i I i Q i i I Q I i I 0 O J II r CMU WALL i D ll. Q 0 V J oo I I w 0 . r 2 1 2 3 w :2 E-- A--4 A-4 i A-4 � z 1 � i1-HR. 1-HR. 2-HR. LL Z WALL WALL i WALL i w a- i I i I 7-) C�d V)I i Z I i I Q M V)0 i Q U La - ALUM. STOREFRONT i � i � ALUM. STOREFRONT i � ENTRY SYSTEM ENTRY SYSTEM I I Q z G: co cc � Y I 1 1 COVERED 1 COVERED I I SDIEWALK ( I SDIEWALK i o i ( - ' a I U 20'-0" 20'-0" i A g C D w o JOB NO. J041004 DRAWN: JWJ �. � � � FLOOR PLAN 1447-- 6 � � 2 FLOOR PLAN 1447 8 1/4 _ 1,_0l. q_1 1/4 � ��_��, DATE: 03-16--04 SCALE: SHOWN DRAWING NO. A - 1 WALL LEGEND z C.� NEW METAL STUDS I 0,I I I NEW 8� CMU WALL W W CA IN p I (I � vy I ¢ 0 � p � Q M lJe. z Z o 1 1 I ELECTRICAL LEGEND J O o z o ET [IF: ®= DUPLEX CONVENIENCE OUTLET E0 EXHAUST FAN WITH LIGHT 0 a 1 WEATHERPROOF DUPLEX OUTLET Vj DOUBLE FLOOD LIGHTS I- U HALF-SWITCHED DUPLEX OUTLET ►- TELEPHONE JACK ® 2 VOLT w , i 1 2 0 OL SERVICE CONNECTION -0 CABLE TELEVISION JACK W $ LIGHT SWITCH 0 SMOKE DETECTOR $: 3-WAY SWITCH WALL MOUNTED LIGHT , 1 i I-0 Q + CEILING LIGHT O THERMOSTAT IO RECESSED LIGHT ELECTRICAL SERVICE PANEL 1 I CEILING FAN ELECTRICAL SERVICE ENTRANCE 1 EMERGENCY EXIT LIGHT UNDERCOUNTER LIGHT �y m EXHAUST FAN EMERGENCY LIGHTS O i U' 1 1 1 O 20 LAY-IN LIGHT J I co I I I O I I i wQ O I HVAC LEGEND Q co 1 2X2 DIFFUSER I 1 I z I nn I I � I W I I I :D Q I I � � a I � z I m f oV) I � U i I z 1 1 l 1 I i 1 I I I I I o I I I 1 1 0 I I I W ir. Q D I�' p. JOB NO. J041004 DRAWN: JWJ z REFLECTED CEILING PLAN (8) 1 REFLECTED CEILING PLAN 6 �21y 1>_0,, q�21/4» � 1�_p„ GATE: o3-�s-o4 i4., SCALE: SHOWN R' DRAWING NO. A 2 I i J . z a U o I I }i I I W� N I � � I 0 o o M I z u LU I — J I I J co YEFr 0 = 0 Y I I wFl I LL I a ( � I I � , � 1 / � I 1 I f I � o I , I I 0 I I , 00 I ' I i I w I I � Q i w 1 1 0_ '' z o Nd- iI z I I I W �- I C) I I Q ' CY o I 1 � z I F-- I 0�y r > Z Q U 1 I 1 I I U z I � I I I I I I , 1 I i I i 1 I I z I o I l I ' d I I � I U I I ( I I O I ' I 1 I I I I I ' W Q 0 Jog No. J041004 c ) DRAWN: JWJ P ? C OWER AND LIGHTING PLAN 8 POWER 1 E AND LIGHTING PLAN 6 DATE: 03--16-04 1/4" 1 SCALE: SHOWN DRAWING NO. 14" CLEAR GLASS MIRROR V) U) GRAB IN/ TILT FRAME W w N BAR SOAP. 0 0 T.P. PROTECT ALL PIPES ¢ ,°o" DISP.-- \� W WRAPPED FOAM 2 / _ INSULATION TYP. 66" MIN. I O O M _ - a L 0 � -i 42" MIN. °° 7� p L Z L x J W SUSPENDED ACOUSTICALTI O Z O 04 LE IL OD dY I 3 1/2" ACOUSTICAL. RATED 3 i/2" RATED ACOUSTICAL Q I I INSULATION , FULL HT. INSULA U) co H.C. TOILET TION, C.T. BASE W TOILET ELEVATION 7 i to it—on 1/2 us A J `� D GYP. BD. 1 LAYER 5/8" FIRECODE GYP. BD. I 1 f 19" I , EA. SIDE OF 3 5/8" METAL STUDS FINISH FLOOR AND ® 16" O.C. TO UNDERSIDE OF ROOF DECK 0 L. I I BASE AS SCHEDULED Q GRAB BAR-----\ -co I c 17" MIN. i DISPENSER W O t 0— C.T. BASE--\ Q rte. 1,. — 0 2 WALL SECTION 1 HR. RATED WALL rl "'IN ENLARGED PLAN OF TOILET a TOILET ELEVATION A-4 „ _ „ y z 1 — 1 0 CL ,.,.,.,.. .• A.Fn :,didlLLli :.f:11.,)=" _r'..•.;,..,.. -.,:.:.y..• ,,j. ,.e,_'. ' h4SW fY�.i'11 LLJ0 D C�d O V I Q Z IBM L Q SUSPENDED ACOUSTICAL TILE 3 1/2" ACOUSTICAL RATED 3 1/2" RATED ACOUSTICAL INSULATION , FULL HT. INSULATION. z doom" I o a 2 LAYERS 5/8" FIRECODE GYP. BD. EA. SIDE OF 3 5/8" METAL STUDS FINISH FLOOR WD BASE AS SCHEDULED w 0 JOB NO. J041004 v' a DRAWN: JwJ DATE: 03--16-04 3 WALL SECTION 2 HR. RATED WALL SCALE: SHOWN A-4 1 1/2' -- 1'-01# DRAWING NO. A- 4 j Cn Lf) W W N to co Q 0 O V / LL - --�- - --__ -- _ 87.50', ' ' " 5 23 37 33 W. Ca o 548.20' --— " - _ 168.26' z _ rn�I II I!Ii II ' • •go• , - - -- _ ' - IrI I rI I� " o ---- - S - I I ��t YJz W JP-10 124,19' O > z QV-1 PVT-3 MPSTER IL _ P-40 00 0QV-2 DUMPSTER JP-14X - JP-20 PVT-12 Qv-1 Lij EXISTING TWO STORY BUILDING •rCMU WALLS ) QV-2 JP-20 A 1447-8 20.00 24.00 20.00 20.00 24.00 20.00 PVT PVT-12 1447-7 JQ PARCEL ,A11 I I 20.00 20.00 1447 L�. I Q ;r, I -6 I DONNERS ROAD 5�, r 30 R W JP-10 •� �" tl $ $ Q I ca RENOVATED ONE STORY QV-1 I I I i I BUILDING CMU WA ) 8UI LLS( PVT-5 � 30.00' r 24.00 20,00 I •o > QV-2 �--" I PVT-10 PVT-3 1447-5 LiI a � r IJP-10 I\ HC I S r1 /► PARCEL D �' QV-t PARCEL B I " " 1447-a I o I i a I w 01 HC 3 I g HC ! d - \ I � I a I 3 JP-20 - \ I I 1447 I P-27 QV-2 a ' • `-� CV 11 it .,1 • ...- _— / tl . tl , / I W (� . I PARCEL C 1447-2 QV-2 I PVT-12 \ PVT-10 ' I � r , I g " ' , QV-4 I g QV-2 I ( Q • 6,4, 10.00 PVT-2 (n I n, PVT-7 47-1 \ PVT-8 I � • JP-60 r, r I i � I r J1P-27 � P 41 • tl • 54 P e • 1- 0 • ,0 U JP-27 • • QV-1 i 50.00 100.00 50.00 L i J i z MAYPCr T _ RQ,aD _ a . STATE RD. NO. A1A1A / 100' R/W V) kJo U SITE PLAN Jack;olrJtlie Flr:�Frw;n,.on Div. F, No EXCEP1IO"dS i u E;CC':.rr1'iUf'd:i i�� IvUTED SHEET Z - O 4. D I EZPP��c�VEU Cf TY OF ATLAfdTIC BEACH aUrLcarr�� OFFICE W Q MAY0 D 2003 0 y • N lir d J013 Na. J041002 VDRAWN: JWJ R 0 C11Y OF A7LANIIC r�FAC'ri DATE: 04-28--04 APR 27 2:14 SCALE: :;SHOWN BY: r ' I DRAWING N0. C 1 i WALL LEGEND a � NEW METAL STUDS NEW 8" CMU WALL V Lo W N I 7'-0" 1 1 71-0@ I V) a� 3-TON m , °' 5--TON I °° , 5-TON 3= 3-TON 1 V) dn � p h j CC> N N Icl 9. N "' � gi I L z L11 � Q ELEC, Q ELEC. O ELEC, Q ELEC, O 7 z i UNISEX U N I S " i F.E.GLI F.E. I I F.E. ^^rn z¢ zU O CLASS ABC" ASS ABC H.C. CLASS "ABC" CLASS ABC'01SEE ENLARGED OSEE E1/A-2 LARGED a PLAN 1/A-2 PLAN /A 00 3" Fp ®3N � ; I i I I r30682O . r306820 . I I � I i I i ( ( I i Q i 1 i I L C I � Q I i J I i I LI,., I � I i 8 I Q A--2 I i I I I 1 Z-HR. 1-HR. I W Q N . WALL i i WALL---- ob �.- f I ii C ,1447 . 4 I 47 14 474714 1 r V Ld Q � . i I I 1 1 I 2-HR. WALL I O 1 W I I I 1 i I IC;d cy f1� I I a_ w z Lir 1 I I iALUM. STOREFRONT ALUM. STOREFRONT ALUM. STOREFRONT ALUM. STOREFRONT ENTRY SYSTEM ENTRY SYSTEM ENTRY SYSTEM - ENTRY SYSTEM U_ I I I � I ~ 1 1 F-- m m Q m m I I 1 co 8I � 1 ( i I I I 1 I I r COVERED I COVERED ( ----�---� COVERED ( COVERED m i SDIEWALK - SDIEWALK SDIEWALK - - SDIEWALK z ' o a 20'-p" 20'-0" 19'-0" 1 U O ' I i I ( i I 11 I I I i E F G H J JOB No. J041001 DRAWN: JWJ DATE: 04-26-04 --s\ FLOOR PLAN 1447 1 _ 3 4 A--1 1/4" = l'—C SCALE: SHOWN DRAWING NO. A- 1 r�� ...J 1/4" CLEAR G SS MIRROR IN TILT FRAME rr V 0 0 N PROTECT ALL PIES W CwC N W/ WRAPPED FOM SOAP GRAB [] ;— v INNSULATION T - DISP. BAR V) u� � T.P. X p � 66" MIN. " DISP. O O M " Q - 42 MIN. °° o z I�.i °' r Q Gfz arlN SUSPENDED ACOUSTICAL TILE 0 z z0 = X CA IL 3 i/2" ACOUSTICAL RATED 3 1/2" RATED ACOUSTICAL 00 U I r H.C. T INSULATION , FULL HT, INSULATION. i I TOILE L7 I C.T. BASE W " rATOILET ELEVATION i 48i MIN, 1 A.�2 1/2 �,_0„ a _ J — ' 1 A $s � 1 LAYER 5/a" FIRECODE GYP. BD, LL' \ GYP. BD, EA. SIDE OF 3 5/8" METAL STUDS 0 FINISH FLOOR AND 0 16" O.C. TO UNDERSIDE OF ROOF DECK --� BASE AS SCHEDULED �. GRAB BAR � 717' IN. , --- --,� T.P. W DISPENSER -.�-• Q.. C,T. BASE LjV) j I— • 8 WALL SECTION 1 HR. RATED WALL �- 1 ENLARGED PLAN OF TOILET TOILET ELEVATION A-2 1 1/2" = 1'--o" A--2 ��2,. r 1,_0,. A-2 1�2» _ 1, 0,� C�.... 0 Elf —J D m 0 w EL Q � � m • U Z Q J L SUSPENDED ACOUSTICAL TILE 3 1/2" ACOUSTICAL RATED 3 1/2" RATED ACOUSTICAL INSULATION , FULL HT, INSULATION. zz ++� a 1 U i r 2 LAYERS 5/8" FIRECpDE GYP. BD. EA. SIDE OF 3 5/8" METAL STUDS FINISH FLOOR AND BASE AS SCHEDULED ' O JOB NO, J041001 DRAWN: JWJ DATE: 04--26-04 SCALE: SHOWN 16 WALL SECTION 2 HR , RATED WALL A-2 1 1/2" 1'--o" DRAMNG NO. A - 2 1 � ELECTRICAL LEGEND z Q � I � Q o o M g DUPLEX CONVENIENCE OUTLET V) vu) LL o i WEATHERPROOF DUPLEX OUTLET ? A� HALF-SWITCHED DUPLEX OUTLET 7 V 220 VOLT SERVICE CONNECTION = z o i h4 i i i O = Fill F L LIGHT SWITCH `� dam- Y aL I $� 3-WAY SWITCH 00 U CEILING LIGHT I LL.� �0 RECESSED LIGHT ( CEILING FAN I I ( UNDERCOUNTER LIGHT ® EXHAUST FAN I I I 2X4 LAY-IN LIGHT � �- EXHAUST FAN WITH LIGHT I DOUBLE FLOOD LIGHTS 0 ( i i ►- TELEPHONE JACK ILL -i -� CABLE TELEVISION JACK Q i iX, I Q SMOKE DETECTOR d �f- F-0 WALL MOUNTED LIGHT (D THERMOSTAT U Xi ELECTRICAL SERVICE PANE ~ ELECTRICAL SERVICE ENTRANCE �-- II � EMERGENCY EXIT LIGHT i EMERGENCY LIGHTS I HVAC LEGEND I a I 2X2 DIFFUSER W I cy oo � I od V) ,. ( < U m I I z i Q I I I � I UNIT 1447-- 4 UNIT 1447- 3 � _ UNIT 1447-- 2 _ UNIT 1447-- 1 I I I I f I l I a 0 JOB No. J041001 DRAWN: JWJ C � z REELECTED CEILING PLAN DATE: 04-26-04 A-3 1/4 = 1'-0" SCALE: SHOWN DRAWING N0. A- 3- ) L 0 V) � � p I I ¢ Lo I I ( I I ELECTRICAL LEGEND Do ' COND. ' COND. ' COND. ' COND. ' j hl 0-- DUPLEX CONVENIENCE OUTLET V) V) LLd � z W 0 WEATHERPROOF DUPLEX OUTLET 1C=5=3I 1 r I A= HALF-SWITCHED DUPLEX OUTLET ELECT. ELECT. ELECT. ELECT. ( w ( EEM M. � 220 VOLT SERVICE CONNECTION Q O � o EXIT I R-T 1 EXl T I EXI7 F/ LIGHT SWITCH ¢ �- F/ I � 3-WAY SWITCH uo U I I I Q I I CEILING LIGHT I O I RECESSED LIGHT E. ' ' I IQ CEILING FAN GF � I I GFI ( .----�-.. 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BASE W 101 . •'_ � -1�- i TOILET ELEVATION 4*MIN, q 7 91qw2 1/2to r 1,_0» 1 A SS 7 FF, 1 LAYER 5/8' FIR El GYP. BD. EA. SIDE OFF 3 5/8" METAL STUDSFINISH FLOOR AND0 1B O.C. TO UNDERSIDE OF ROOF DECK —J i LL BASE AS SCHEDULED I O oho GRAB BAR � 17" MIN. W O — DISPENSER --.. •°� 'p a I C.T. BASE ¢ �— v p r"y r r7 VJ i W �.. AL SECTION 8 W L N HR. RATED WALL ENLARGED PLAN OF TOILET e TOILET ELEVATION q-2 1 » 1,-o» (� A-2 1/2" = 1'--0" q_2 1/2" — 11--0» Q.,, O Lu Lj I ; I c O w 1 >7 U u U F=- Z w L � i k SUSPENDED ACOUSTICAL 11LE 3 1/2" ACOUSTICAL RATED 3 1/2" RATED ACOUSTICAL INSULATION , HT, ON. 1NSULAl1 z o a TF U 0 F 2 LAYERS 5/B" FIRECODE GYP. BD. EA. SIDE OF 3 5/8" METAL STUDS FINISH FLOOR AND BASE AS SCHEDULED . f Q Q JOB NO. J041001 DRAWN: JWJ v s DATE: 04-26-04 SCALE: SHOWN rl�6 WALL SECTION 2 HR . RATED WALL 1 1/2 po 1._0» n ,wlNc No. i d Lo 0 L W N p 0 I I I 1 m Ln ELECTRICAL LEGEND co I I I 1 DUPLEX CONVENIENCE OUTLET (J) 0 I WEATHERPROOF DUPLEX OUTLET Z L HALF--SWITCHED DUPLEX OUTLET = J O 7 z a I i 220 VOLT SERVICE CONNECTION a = O z F L F L $ LIGHT SWITCH Y �- i 3-WAY SWITCH a0 U i CEILING LIGHT � Q l � L RECESSED LIGHT CEILING FAN UNDERCOUNTER LIGHT m EXHAUST FAN mm 20 LAY--IN LIGHT Q EXHAUST FAN WITH LIGHT I j DOUBLE FLOOD LIGHTS O TELEPHONE JACK '-'I LL- -r CABLE TELEVISION JACK d Q I Q SMOKE DETECTOR a •d- I-a WALL MOUNTED LIGHT CL 0 THERMOSTAT ELECTRICAL SERVICE PANEL Lj (L/ g ELECTRICAL SERVICE ENTRANCE --- v--- EMERGENCY EXIT LIGHT } EMERGENCY LIGHTS L .._. I I I I I HVAC LEGEND . � i I I I 2X2 DIFFUSER a L X1 D 86 Cy LYS E-- z L K' CY] o Z �- L = m U I I j I UNIT 1447- 4 I UNIT 1447-- 3 Ik, UNIT 1447- 2 I UNIT 1447-- 1 a iL l I II I o I 1 . . I I I JOB NO. J041001 DRAWN: JWJ t 2 REFLECTED CEILING PLAN DATE: 04-26-04 A-3 1/4" - 10--o" SCALE: SHOWN R ,r 0RA'v'VING N0. A - 3 } j ;4 _.•r t F I w UJ N I = p `�' i,-4 { ELECTRICAL LEGEND � o COND. ' COND. ' COND. I - co - � \ , CQND. 3.1 J ' O DUPLEX CONVENIENCE OUTLET V) U- o WEATHERPROOF DUPLEX OUTLETz _Z L11 °n w I r ` ELECT. ELECT, I ELECT. ELECT, HALF-SWITCHED DUPLEX OUTLET J ' EXIT AT EX1�T 1 � ® 220 VOLT SERVICE CONNECTION 2 Z o F/ I F1 LIGHT SWITCH " D cD VOj CL 3-WAY SWITCH 00 U M � CEILING LIGHT w { { w RECESSED LIGHT r IGFl { {{ GFI CEILING FAN Q{ UNDERCOUNTER LIGHT EXHAUST FAN { 1 i { 1 I r 20 LAY-IN LIGHT _ _ 1 I I { EXHAUST FAN WITH LIGHT I { I DOUBLE FLOOD LIGHTS ` ►-- TELEPHONE JACK --� \ I iLL- { , -w CABLE TELEVISION JACK 0 ` 1 ' ► i Q SMOKE DETECTOR .,q. i \ j WALL MOUNTED LIGHT { { \ (D THERMOSTAT r n V ! 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N0, A1A / 100' R/W O � Y SITE PLAN U' Q 9 1ff20' 2 Z a `' a fll1^.Il 5]CJ• fn FUe ► V� W �acks�nv��lz ❑ [Q �XC�pTIUf�S A5 r�OT�� 1JUtll y Uf �- W alt a w and iu�;�vitla Ialali xwti�i" Q • t xcli��c«utra:,tur of cul��.sy t'u ;;tats Fiza L4 � -r JOB NO. J041002 v J� ,;..•'J DRAWN: JWJ 1 DATE: 03--16-04 SCALE: SHOWN DRAWING NO. t C 1 . a p } I ( I . » I w Ld i 7'-3m i 6-9 d x o I Ln I Q 8' CMU WALIL co 8' CMU WALL Do 0 O I I V) V" 0 I J I J D Q � 0 0 :rD Z o 0 • UNI X I �'"] w V) a SEE ENLARGED ' °i SEE ENLARGED 1 °' Q LAN 1/A-4 I PLAN 1/A-4 I I i W 3068 I 3068 I .� I I 1 � I III O I I I O e CMU WALL LL�` I:...J I I 0 I V) 00 0 w x _... 0 � Q A-4 i2 ^2 3 �-4LiA--4 :D I I � 0 1-HR. 1--HR. 2-HR. Z I n WALL WALL - I WALL I I W a- cy I 1 I C;d 0 M V) I I I 0 _ I Q ALUM. STOREFRONT I 1 ALUM. STOREFRONT `n ENTRY SYSTEMI ENTRY SYSTEM i i I L) 1 z Q I I I COVERED I — - COVERED I SDIEWALK SDIEWALK I z I I I o a_ I � U 1 1 20'-Om 20I-0' I i A B C D 4 0 JOB No. J041004 DRAWN: JWJ 2 FLOOR PLAN 1447-- 8 1 FLOOR PLAN 1447- 6 DATE: 03--16-04 A-1 1/4 = 11-01$ 1/4 to = is-011 .� SCALE: SHOWN DRAWING N0. A 1, WALL LEGEND z NEW METAL STUDS V) In I ( I ( NEW 8' CMU WALL w LIJ N I I I I x N lLo z 00 0 0 o I V) LL 0 � I I z ELECTRIC AL LEGEND 7 Z EF I EF DUPLEX CONVENIENCE OUTLET EXHAUST FAN WITH LIGHT O z 1 i ► �� WEATHERPROOF DUPLEX OUTLET DOUBLE FLOOD LIGHTS00 U AC HALF-SWITCHED DUPLEX OUTLET ►- TELEPHONE JACK Li I I � ® 220 VOLT SERVICE CONNECTION CABLE TELEVISION JACK v \1LIGHT SWITCH O � SMOKE DETECTOR I � 3= 3-WAY SWITCH � WALL MOUNTED LIGHT .� CEILING LIGHT THERMOSTAT O O RECESSED LIGHT ELECTRICAL SERVICE PANEL I I m I , , CEILING FAN ELECTRICAL SERVICE ENTRANCE I I , UNDER COUNTER LIGHT EMERGENCY EXIT LIGHT m EXHAUST FAN �� EMERGENCY LIGHTS O I I C-) I I I 20 LAY-IN LIGHT LL I I ( I O I I V)' ~ � I I I Of w0 � I 0- HVAC LEGEND >- co I i I 2x2 DIFFUSER dt D I I I n ar z Lli Cho'I Q cy (!� C. z f I I o I I r i` r I I I F- z I I I I I � I i I i , I I '• C l 1 1 I Z I i o a I U I I (� I i O I I I I i I I I W Q O X013 NO. J041004 G, DRAWN: JYVJ REFLECTED CEILING N G P 2 REFLECTED CEILING PLAN 8 1 LAN (6) a, , >, DATE;: 03--16-04 A-2 1/4 - 1 -0 •� J2 1/4 -- 1 -0 .� SCALE-. SHOWN DRAWING NO. �LA 2 . I O I i w W 1 r 1 1 ❑ � CV I I Q r 1 1 r Z T- f>' W O 0 o V) )I i �- _z L °a'J _J i J O 7 z z O EF 0 _ 0 I 7) a. I i � I I cow GFI I GFl 2 I I I i I iorf o i LL Q 1— Od w I r. I I 1 0 i I Q i I Lj i / O 2 I i ( i i w a. I l i < 1 I \ I V CY ❑ 1 1 Z i I Q I I I N O V) i i I �- z I1 1 I i i I I I 1 1 I I I I i Z I g 1 I I U 1 I I 1 I I I W 0 JOB No. J041Q04. DRAWN: JWJ it POWER AND LIGHTING PLAN 81 POWER AND LIGHTING PLAN 6DATE: 03-16-a4 SCALE: SHOWN DRAWING N0. I j A V a 'I 1/4" CLEAR GLASS MIRROR 0 GRAB IN TILT FRAME W w N BAR SOAP x N DISP. , a n i T.P. ` PROTECT ALL PIPES a) INSU�ON TYP.PPED M IZ. I 66" MIN. I 0 '� o ` 0 5 O M J 42" MIN. �- I Z W _ 3 _� W O Z = OZ = 04 SUSPENDED ACOUSTICAL TILE I 3 1/2" ACOUSTICAL RATED 3 1/2" RATED ACOUSTICAL � Q I I INSULATION FULL HT. c H.C. TOILET INSULATION, � -� 7 -- C.T. BASE w I •' I T0ELEVATION A OILET N I A_4 — 1�2 _ 1, 018 Q � r I y L-- 1�6 -- ----I-�. I A 1 LAYER 5/8 ARECODE GYP. BD. GYP. BD. �- EA. SIDE of 3 5/8" METAL STUDS J FINISH FLOOR AND 0 16" O.C. TO UNDERSIDE OF ROOF DECK BASE AS SCHEDULED . 0 { GRAB BAR 17" MIN. i �.J J 00T.P. W ' DISPENSER Q..._ � C.T. BASE }., " cn v W � 2 WALL SECTION 1 HR. RATED WALL 0 � ENLARGED PLAN OF TOILET e TOILET ELEVATION _ . __ _...,.,.,�.�, z .� W 0 • � Q cy ch 1N� L.i... V ! a Q L � m z L Q SUSPENDED ACOUSTICAL TILE r F 3 1/2" ACOUSTICAL RATED 3 1/2" RATTED ACOUSTICAL INSULATION , FULL HT. INSULATION. z 0 w a U O 2 LAYERS 5/8" FIRECODE GYP. BD, EA. SIDE OF 3 5/8" METAL STUDS FINISH FLOOR AND BASE AS SCHEDULED a 0 JOB NO. J041004 v a DRAWN: JWJ y DATE: 03-16-04 3 WALL SECTION 2 HR . RATED WALL SALE: SHOWN A--4 1 1/2" w 1,_p" DRAWING NO. A- 4 1