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HomeMy WebLinkAbout96090099 BUILDING PLANN Ems./ I31u ( U � sTgs, FINISH SCHEDULE DINING FACILITY FLOOR BASE WALLS CEILING REMARKS FOYER— — CARPET WOOD, GWBPAINT EXISTING MATCH WOOD EXISTING 1�8• p4T�'K1JI-T Pre - S ROOM CERAMIC CERAMIC CERAMIC 4'H TILE GWB, PAINT [IL C W'AIN�?G� A, FI%tU TILE TILE, MATCH WAINSCOT/ WALL• omI'Y GWB PAINT GWB, PAINT I"1�0VI ICE 0 L1 EKhU FOIL 'IILC OMES ROOM WN' CERAMIC CERAMIC 4'H TILE TILE TILE, MATCH WAINSCOT/ WN4-sit'OTa?rlx1ttz GWB PAINT EXISTING M./ALLOI'NX--- — HALL i CARPET WOOD, EXISTING MATCH WOOD EXISTING PANELING BAR QUARRY QUARRY GWB PAINT, V X 1' TILE TILE COVE EPDXY AS ACOUSTIC REQUIRED TILE @12'-0" DINING CARPET WOOD, GWB PAINT V X 1' MATCH ACOUSTIC EXISTING TILE 69'-0" --_—"--- STORAGE AREAS — SEALED WOOD STORAGE GWB PAINT CONCRETE AREASf --- FINISH SCHEDULE - _ ITENNISSHOP FLOOR BASE WALLS CEILING REMARK:; DISPLAY CARPET WOOD GWU PAINT GWB, PAINT VESTIBULE CARPET WOOD GWB, PAINT GWB, PAINT OFFICE CARPET WOOD GWB, PAINT GWB, PAINT TOILET ROOM cw8. PAINT GWB PAINT STORAGE CARPET WOOD GWB. PAINT GWB. PAINT T23 DOOR SCHEDULE SIZE DOOR TYPE #AA ELEV `FRAME FINISHREMARKS MATERIALlFIN13H� RIAL " X II FRENC\ SEE INT. DESIGNERS DRAWINGS CLEAR GLAS9— ALUMINUM/�TFRENCJMJE�S1PE�FSIDEL3'0----sFIX��ED--i, 3 8"0" X V.I.F. ALUMINUM/ SLIDING B ALUMINUM WHITE MATCH EXISTIICG— CLEAR GLASS GLASS ESP --rt--- - 4 1.318" X 2'0" X 6'9"^ WOOD, PAINT MATCH C WOOD _ I PAINT EXISTING 5 (2) 1-318" X 3'0" x 6'8" WOOD, PAINT FLUSH, D WOOD- PAINT 1' DOUBLE-ACTING �— ---- I 1 LITE 6 1-3l8 X 2"6" X 6'8" WOOD, PAINT MATCH C WOOD PAINT EXISTING 7 310" X 810" ALUMINUM SCREEN I - ALUMINUM WHITE WHITE E.S.P. I E.S.P. S (2) Tl X 7.0" ALUMINUM/GLASS FRENCH --' - E ALUMINUM WHITE STOREFRONT I E.S.P. I _ 9 3'0" X TO" I GLASS ENTRY I F I ALUMINUM WHITE STOREFRONT I E.S.P I 10 6'0" X 7'0" ALUMINUMIGLASS I SLIDING I ALUMINUM WHITE I MATCH EXISTING AT GLASS gal Nl E.S.F. DINING FACILITY 11 1.318" X 210" X 61" OOD, PAINT MATCH C WOOD i PAINT EXISTING SOLID CORE SIX -PANEL . _ I __ WOOD, PAINT j BI•FOLD�J WOOD PAINT LOUVERED ~ �dkKL EQCLLY41f�G SG FLAM400k6;ll 91MI. EskmWf 1' �j / �jt,YV 'wlra' I <I INCH SLIlli ll M�L �J !T oP _! sr✓tg`� - FI I AWNC_ K rrV UAL. I I IC� f FIXEOA D � F{XEb GJLrLN EXIS �lJCi WC�C�, r SIN, �LaDIt�;�L Drx��-• ilAF'PI?4?kLC MLIAI_ SOLIG i.oE'E F�XI `fkEF,IJED Pr w t4 A+J p (i z X I L KF-)'IDEA S� �Ul pjc15T. �R4c!r0 tiF-iiD`�b x M __--_- r�xIT II GAte!°1: fJ�yt N — _ ..,, . A, I `3r141 Gt ?M*_1'�y L To� OL�,D yr 21Gs� ' 3. p , II : EXIv'i. '�c�VI�E k ITG N L10 1L. 5TI 5 EKS,�o� C.S1'KLJr�J�L 2 �iCAI✓• ; /� ' = I =La ----- NEWCOWMIr,. I' 5�E F+l%INE KII IG )Cr�lza� f, � maw: ui %r P-,f r-- gS bLL (XIr1 Do(�k �i }3Yc�THE / paaCs • , IoV1 ri pp<P WnLL-ro 411 Nl<-vr�Irzv��,SL���faV. i . TI L.0 I � 4 a' _ _ _ -I 11 i" ST.1 ",�`' C'Yy T3�tY FT PIERCE N I I 1 III I�?E WSTRICT �. aIUN6`To & au . ? z'aI 4�ii j T NFW all 1 - - _ ! R CO71Ai<'I 11NCF Jm r�/MavtD y �' .._ �9DHN NAYDEJCSATE: _'lll I Compliance to: 1. N.FPA. 101 w' F�Jd I I I I 2. Standard BLI'ldi g Code I _ 5L111`5K. -� ~ 3. State Fling .M—w tNj p4jltg _ i -k vE III 4. Local Fire tG A- ,g6 l�aI�rTN�(Fl � ICI SSA ATT�ACHF� �3 !' h E 10 O-Li ,1t woo t . r� ItEvFJ« t�ctt_ �wlNc�s%P'� x c . - I r11 r Pa +T r " ��akret �% FIrGf (015 t-•, -� " t P H -" Iz•ooF�� �� �, ��) icooM NOTES: 1. EXTERIOR EXIT DOORS AND RESTROOMS DOORS ARE TO BE SELF -CLOSING. 2. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICE5 ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH- TYPE MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. 3. TEMPER GLASS AS REQUIRED BY CODE. 4. SEE PLANS FOR DOOR SWING. 5. GLASS TINTTO MATCH EXISTING AT DININIG FACILITY. 6. REFINISH EXISTING DOORS AND WINDOWS AT DINING FACILITY. r hC�.t;. 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IS AMD ANY INFRINGENE SUBJECT TO LEGAL A DATE co Ob•GL•�1(o c DRAWN BY: CH I _ .- I I- - 1 Q � M �t O O z m�Q z ONNQ W WMW ~ Q Q Ur) IN— .0O~w ry ~ Q=U LLJ 2 L) _ —'< J r- o UD r- Lu ° 0� LLI CZLn Ln z w >>o U c/- c Q LLJ LLJ Z w Q� = oxo Q U Zmw 2 cN ne Lu O W Lij O F�1 J I-1 V a u. cm L'3 J Z U M Z N p Z \ Z 00 to W W to Z F— > fT O i-+ d• > CO U. O U. , Z J J W O CJ W � V o�S W fY N � Z Z W O N O H F--f w cj N 0 W O p = O O Q F— C1 d REVISIONS: 07.11 °Ilo SUI''Mlf Fob 51tEF-LN r<EVIEw u" o; COPYRIGHT: 4l, THIS DRAWING L THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT i BRENNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT i BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO. I DRAWN BY: CHECKED BY: .4 G�'s L1M P>G��> GEIUN�i WGYi�' FEE ,, Gfl'SU M WELL P,x)AP-P t-JOwNLI�:Hi.: GEN'I'�I�E� � pVErz �IrJKS 41, I`'LA�iG I�Z1 �Io MIrJ. -1%�7• n N. 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Cn F� O F— REVISIONS: COPYRIGHT: THIS DRAWING i THE DESIGNS SHOWN THEREON ARE THE PROPERTY Of ARCHITECTS SCHLITT i BRENNER, P.A_ THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT t BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO.: b�,oilll p 1�.i130 DRAWN BY: CHECKED BY: AMS � O Fv 4 - ........ -. 3/Z e oLl D k, 4' 0 tD 4;*4 - I-- _II � L4 ��<� CA�bdd<.t) r-ilp•{-,r���v-rCt�u�► DLI-1 t b'i H 7�N-`4'Z1INI�tc�GE�/q-A+ " l G-UuIV IG/LCCfI LIL. v n u^ 1 Iif�j1.N �fzl��>II`) ic�E`Cf Ib jM}iG7j I%r toup'�-- 'C _, >fififi�z nr i � 1.1 � I. h'I I IZ f t1�FZ. T�s,�. ,r,�a Ll- Y�" �jzl}•I k- v,/�, L L _ I Q C, -� Z'--o" • k ' . 1L ' /4- Z I \ hi f xey fib. _ N4 ,A >%aL.{ Ub I -. b D ` * — /4 — — — - /44(4LE L V1 - gY'4' 4%z 3�11 io,, iz QD �. IldtzY t TILE I Rk-PiCCI liLe�� q I4 1�- hI Er CfTa� bf-E - L ELcrttc�!!J j oxY L i u'��'C7�• I Iz.. , Ile 3 I M I ft�� /6-L L o fn i • � � - ' /f""7%i' ioub Mb- - I�l�bl'c.l� ,,Z, " ,!_ i oLlb1 Y ILn— d�4" (11Lt 47ao-z I,rf WC. C*, La. r EQUIPMENT SCHEDULE SANITARY DRAIN WATER REMARKS TRAP INDIRECT HOT COLD 1. BOTTLE COOLER 113 H.P. COMPRESSOR Trua Modal TO-65-24-3 VOLTAGE: 1101115V 66"W x 26-11 'D x 33-1M"H 2. KEG DISPENSER 1/3 H.P. COMPRESSOR True Martel T-OD-2CT-5 VOLTAGE: 1101115V 59-W x 2]"O x 38-114`H 3. LIQUOR STORAGE CABINET 4" x 28.1/2"D x 36"H 4. CABINET 40"W x 21"D x 36"H 5. HANDSINK Krowne Model HD-22 12" Wide x x x 6. 3 - COMPARTMENT SINK Krowne Model 22-63C 72"Wide x x x 7. ICE BIN FLOOR DRAIN LOCATED Krowne Model 22-24 24"W x 21"D x x UNDERNEATH UNIT 8. 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Ex1s'IiN;a � � _ � `�Go Y, I • F 7 1 I w I I I I � I I I 5 ��7IGN �TdNI �, G:N6-1NFr5r: Ea W0Ob -�'TU55E5,4"dfiyII'X TiCu` SHOPpzk%vv1NGi FDIC �'12f�MING G'I>�le'ANIS, - - - -T-3c L3AT1 IN6U L!>T ON - .' j - I "xq"-F1CIs1z tr 1 �' fizavl r�E py-t�K,NA'rE Fore. N Qll� C VINIf L. SOFFIT MATEC.IAL U U NFD/ 2"x "wa')L7, � _ _. yi°' Y,-rE(z in UaZ-"P _ -�-�u u Wes!- L. W ITH rL.Ir rvocob SI DIN& w I Tti �-Iq �Aj-r IN`�U La rI�N ' I" x 41. wcw D TTEN� 21'x2"AUJMINLJM I10JT' CD, 16F1'TL(PICAL,Tv /z"CoYrLI '�M WALL ...- �!I MATCHxI5T1Nc� r'`:y'0-A P, r*I NT if> CA:,INL-,,MA'TGH j �kIS'TINL�, Pa.IN1� I �I 12-00r E5CIOYV GA V FLAsN I } L' / w F' IZE Lcx "rE E% ISM \k� SU11>IN�G+-P65 C��.. l2 MATcH 6ASUAL PIN1NC-1 K6;e, ✓C ' i j R 17C��.-1f-t2Er.1-IGLvi IJ GAN �g -7/-`VEK-r, Mkx v C EF I T�US[HEDULE I MATCH XI` TIfNG�, Fo r- FLcv 2G F 1 NIN _.. V �w�E aH r � I PLLIMINU� �--I�FIN1ALxI�i1� Ju� , 2"xZ"/•�LUMiNUM I'0=+i 14,x 2" PUJMINUM Tof, tKAIL- 01 \ 0 -L ---- - e • e. ANG MA 6 H ux 1 1. WOOF PLOOQN(' OVEp- 2"Y"el" r'.'I"• V�lt�lO SLEEPEf soF pDM LEN�iH Imo° o-4eO nh4 5 G (' I7 G INGRE.TC Ste• 54— a, rl �j NEW ��a�ING-, W/�.I_►_ S�G1"IoN I �. GgALV.aLUr.I M iz �o-L cr)Fll CI. Zx I Z WITH K'? NA: - 40 w H 1 r;: 6CA'i 1 Nt7 �• Th � l'eH MvPI EV TO O$t �IhIL aHEET (2,�i; W.Iz, CZPAr, FP�� la, I 'x41' Wee � W.K., Ge;;,r-ft- AT i5EAM, WITH 11,x-41' WCvD-IM1h1 wc)oI':;, �Kr7 w1Tl4 ctlNflN UvustENEI> V15NY N I �LGKIC>A ALA'-�� FNC:I��LIh:E V`lITH �u t?I NG"/STc�I� I N�-� i ' �►� PANELS INAIUMINU FrME- V�tNf1'E,e.�,p,wrn-+��sLIt;ING li I ti 5 :YE A,1 L 7 /A-7, 51 M 1 L-A� I ! -TC E.xI`-'-TINCI. � � 5� ELEVA'TICN`--> FOK PAT'tEKrJ pFA.uMINUM (�PNELAT P�71'('Ot`"I. SHOE' PIZA.LVIIN¢ liRu1rGP I13/4 xz",N UMINaM GH•AII" KA11 GiVA1co(�'AIL. GE1-AIL. i T,'i .._- O. lo•7T �NGINE�i�"� V'LANS Fa�., rGIJNL?.�..'rIC>IN PETaL. r. WALL �I.CTIDN C SG�•"t`:.N rC:eM Q � �• M O 0 Z ¢ w W�w �QQ L w DO~� ~ Q=U JLLI Q� O U omN Z r-� IY 0�� zi Q LLJ z�Z w DO� � m LlL QLLJ O U. 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'.t Ai.•JI'+LUME MB�'AL. �,A)� —`�,'.�j�•5�l _ .��_ _ / __ `` ..i ` - e. _d .ram-.-�. s...�.. ,. _ �X P �- cI_, zj1.Z�s) TTIL I 0 n 15 1,23 3� fLY .)ell UN die) l� DE�ICIN SELTi vN •'' ',RWP ALL WM-1 P s 2' - sg'ALOMIN FOS'r SFZUKE fb - AYCp�L'.KEjE HANDRAIL DETAIL P t`AUJMINU6WM -127PKAIL, .'��(6182, CAP �SH AWMNLM i0I KAIL �IN:Sri, 60L C':WHITr E16jRFGfAvGiuve AW Nu.UM/91{wCr, C5"O, G., ASP GINIS H, Wn I1UYINUMCdA N - v"IG,v, o4I - f r� c,V I CAE I'j r Gk I K161 A`5 • �F:G?tJ I F:E[;� ,f y4xA'x-4 '�AE�ELGoL, IIX' 5,4! Wonp GGLU MN 60v5-rz - Cj"V"-UZIMP(�A.WA��htG "4 ►K ��� IL.Td �NSIKtMCIe,, METAL ROOF ON 4 2LI�nGiNOP D1�hWIhIU F�>LL FOR- FKA-MiN61 [�IAGlKat�y, j I' .. .:z , ,s TY.�Y..1 ,�.•n, f> NoH IZ_ QE A o 4✓ I =Erg s>-,?s. ZlIx I'r `JUFS�ASGIA, Z'xl01, w 1. I , CZPAlc FPS lA,Ww Pevv,oE DIZIr.VATGH FOTANeFlorz En. TC ut4,� Ar ALL GEILINGi`� `wi�i;?F7�. Cry?r j P,<-k, olsvm . 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A U NI E NI Aq, gCOFI NG-1 CWITH KYNAF- PJoO WHI'iG 60AT•I NCI) oN�S Z"x r'•T `JUI'-PrA6---I A, Z'x I o" 2.y wry,12, Ga;pAIZ F Ip 1"x4" kVGY�p' A"(4H 1.7 .:.'r >`""'T. N� ,�H I FI•.K. �.,,T >.r.kI�I 1 ,.7 -- �" G 5 706 F:7L�' VA'FOl (✓/Y F'Tf.e C,k (Ti1j ��� f��F'��O Ir✓'�U-�TL�I��I� Fot2 KDUNIs't Iol ly Tyr', I Q � n• M O O W � mr-U z oN�Q W t�MLU 06 U 1 W Q=U IMBIBER UDw� OC°c4 m O L Z LZ j O U e� Z Q Q�Z w LLJ O U -mCLLLI O LA LA �Ow m Lu m V N H W W tOp Q J o Li. LL J J O w W CL c OCD >- C..> = W � Cn > H J NA W V) O H Z W C..) Cn N W CD OC Q F— CT d REVISIONS: so-'AimEC E3'Y rat. Lucie couTr)'1,. COPYRIGHT: + THiS DRAWING & THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT & BRENNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT & BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO.: DRAWN BY: CHECKED BY: A& o� NEB! GL.ULA?-\ GAM - SI/Z x 21 ' Cab= 2C3o� pss M ' D 4'x4'x %4j1 Lf� !o11JMN w/woota �' it e ` LEfa IL 4 IZx 18"..i �fru� waL - rccriw, w/ 3 �co4r. ffrlc/.4- Af r-taAftfUr- I i- �•-ZKIL' :�%.'tk.11oW i'IF•I� - — � I D aAztk- (TM ' i I "1 I � woap k,Ea21+k( waLL � � � I u ( *tpifl I- B�(N rslD�� C,' �CL ?�-L'(rIL"'iEila✓ r1+4E. 4� .I H-rrz-d5 fjabtowr}Ci I L� C, (ALL 41i4i lod N 4ll ,. `. 4 a.G, � f(•Y�a FwQ (1-fr> � I" �— — -- (pll walliMTy� . T— I `A,C, M%I L 1 jl I II I I � 4"xA"x/4''�sriE� ca1llMN5 I I f'Irll'ALw G/E104441L�,2 (r�fIca•LOK- raILYr6 -- NE,rq1d-LaMGqzo_--- - --- I. � I _ s II - - - �xlsT,ukr hTdra - I FuSKY Z`4� -rllb I'aD EN (I I L w� w to °> I WT-TOH O car t;>5 i(�_� --- svi Toy ppL, cOUFI New Nbs 1 M/ A i $plj� 30"IDrG, �fJf, pl' �TEJ'I�� 1`xtl� ' �..MS•L 1. Z° G�ILI* �, c. r4wil Pro Hi+4q Lllr lel;n 44 ' o,(, w/ Vs" pL oD �IDp KUEE wau S%J °jIM� C�1 �b CLIP Hf-rllz" Now tx>wl•1 firN�-L"� j �ooN/�itul�T�iz� p1r1i-nije r `;, RMdo-rom,^-- IJoTt�-S I sxis, N& (ZccF BEAM UL-rA 3(0 STRAPS Zxbsn� � i II II 11 ! � Il Ii 5 �3"x21 C,LULaM E Hm4i2 eAks-nN(7 -TRusaE;. CN W/HU52[o N Zx(o STuD-s \,/ (Z) LBrq 3L. '"ro GLULAM 6EAM MT�T�v2.�6"�,8 ` ROLZ � m 1 - Epowr Scars INr-J ERMeEa 71(7,vnj 1 �tiI SiTN(a S44.8 I 8 ALL. MArRIAL Y9" J� s to O 8" 8„ O O CDNnNuc-z Wcw ALL �oiN-Fs O O O V' -rifKu-ass (rrr)' TT T _I d - �tar6 r r 'Drnv D CI `' n � (2iLSm's� Smvr `7q u - BOLTS Z�-4k5T)N(j 77us!E-, T o 3tE CUT BACK _ I I I IQ�r (�Yo� W/C>✓sstT PCyw�/:..`T rl �f�Uo I .. TYPI(Ai CDI,2mN zz'+ - I v�G�s'roin .�..Apclz' F4eAtyS ALL SroDLe: "AV, '�f 2o"ITnrV�'�f�iE('TYP) G-"l Nva+ WELD A-U.Sart rS g'XS`( kL f�- �MEm 7"rAln - I A-: - EH Sly 17 TC> Cow)" GHQ L Solo AF.0 .TUD `-Pfc lASTu D C rlG — Ib � �NTS� RAY D. REINHARD, P.E. Consulting Engineer 735 35th Avenue S.W. Home (407) 778.9329 Vero Beach, FL 32968 Office (407) 567-7461 t ,S CD•[ pk-Y Wrto 10a "AILS: Q- y D L. Cz.iL-.C3 \ r 4Fi'IMnLrlm>n �- �A1/E Cos P',1'f-'; t=Tlrc+��DlETi 'i'2�s5 ES ant 6, t '�y • � 9 I �i i°�S . MTV- 1-7- ep" Tzus; 0 0 3 II ran %z A B. Q 20d o C, ' y, 5ilre.�`"� C71'1. � 4>K�•� I�o W�F' L� 3-44S.ba(S $ x3 Y:+g, / MiN (oi.-rn l3ty • �j'nC MJ �j."'CED'D w� AS bAh e 45'o.C, MIS (Z}Cwr,eS e n• M O 0 Z m�Q W o rn ~QQ U V) 00�w ~ Q=U Q) LLJJ > Q �w� O U om� `r) ~ �� v1 � >>or-� z U E2co� Q cV Z �OXD LA L) zmLLJ Cc Q `—ALL �r-L �— CC 0 H H V ILL. m Z C� H z kn t�l t�l z 00 (A W W tC C1 RT O IL Z J vJ W O U W CC C.`7 F•-r V o2S LLJ Cd F— J L10) Z Z W O to O F-- i--i W L.) to �-+ O ~- REVISIONS: �CiHF�IYGLJ • BY 'Sp, Lucie C,:13i1111 COPYRIGHT: THIS DRAWING & THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT i BRENNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT i BRENNER, P-A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO.: eiL JZ,6%0 q(o-✓p DRAWN BY: CHECKED BY: J MIU S ( OF 4r P, 4110rGr � IZi1Q.4 IC1U C Q11JbI�n.T�� IiOLbl�awlJ __ tiw�.lo� Lcx•arl� — (��FIb4z,R- M'(tZ�13 r1l ae�ot tl�I Ir-�' Ii TSIZ, (z) Lsra3a u�rr 640l4 Hop J'V-1 ($_r 7 P'L. ;,Iz, ors ur-".0 I -119l d Its rV.L;*,Tq;;>, ri tad, cart •w/�IDc�-� j L w/ SLY R, r F_t . 1 it L lI I h� L — C x , L Co L 5�t✓ b1AIL p -aU11N iTY�'Icbl.� i dllx0° 11�IG1� �I� �14!/ HT5 I Z I t 90 a c � L.3Lo I I i s4 3LL L`, f/rs�lll/ly /� l vN leln rol'2TW 'VIAIL- t­Dq (r h/ � 4 � CO I Cb' r 6 lr�if'- �l LL Tor�Tl� Brix g, K iN Ft 0 +I I O (Tf n i� -- cl !i 0 -Va CL>11 fA_yLa0CX> u/ 11241 NPll_S Ca., y"DC.. CLe S C.�r-Rlnluwl. wC�U �_i ' 1 �f Al.l �alr.fTS �-- '17C 7'1C Vy" eoL've,A COW M rJ � Upl,rc NTS 12,DC, Ff"D All_�✓Mce3 'Goof` SH�Tlel� r�r NS.?ty"MCA-r SffLL-rfi -'�6x�,L;X PLy wn-o w/IOd NAICS C^' �'o,C, E7X-tS: 4'�'.L, A/(,5'PgCES for � � ArL'i� ITEG �U i��.- ''I �"�EYlrk1C7L•Y SNta.TIrJC.2 WACL SEc'fl, t is =ate l lvI W o CA N SI n,Psa-1 � jay 6� I iD003Lk -/rip pLs1SL ES'14D X`I x1y4 STEEL cy Umrt (T(P) Zxy SPF� I(o"o,c /�I'pryU 2--X Brhd7,Aa¢ MIO ..��r� ✓ WaIIS/I per ACcN i1Li_T- %A"PL.ywo=oCOL w/ao dNAf LS _I u li'o.C,r7�+-t� Slmpse `L E�'rrnn 'r-e4 S. _. u/Wzr.Ft ter @ -2-1 0. C. tamer y 6 x 3 x �g r S l rn psar,r P" D 4 Z. He x,,zf, J S/�F*harc SNca.•.�1 o.J FL.,cr pLstrt C4) e:, 8„ o / ' -pml3cv "l1ZL�,5J btu-�oizS �SImOOHpos�or�� C t7M M..-rl — MT�.112-- C_��{..+¢UPI..I JT 6=11ReooL-(2-)LSiA2,d=,- 2c000" UFLts ­i i41PJAcK- HG- - 2-7Sk' up�IPr LC Fcl(�rrlt7r7LjTIZ�SS S 11 �i Lwc.SLi+6 w/6XbK+�/,Quua- MrN o rr/c Irk F`d" Ev o%y TIE t1 S 'rm c�7YY .fin/ (Cd-rI',J fH156-yr- IN $IrCMu t9'IFyrlLJA4t Q-0 4 eif" Cic , (T'(P) 4n-. AS 1ZQ1ilD MIN 6L) Lo 56S F. L-4', • gN C fit) FlS 2eo'D w/ w 5 bore e i0'o.c, MIN IZ�CW ISM /3-µ SbRrS O O 10 f10 V' prs II •r 1 GO " IZ _ TYP i (-A L v/ALL 13r GENERAL NOTES RAY D. P.E. during concrete placement uldon chairs and - Secure reinforcement from displacement g P 9 11. WOOD FRAMING components 1. The design and construction of the structure and/or structural components depicted on this plan d bolsters. All bad bearing studs pnleriorlexlenor) shall be a minimum of Group 2 -Grade 2 or better are fully under the jurisdiction of the 1994 Standard Building Codedouble - Studs shall be spaced at a maximum of16-O.C. with a top plate and o single pressure - Welded wire mesh shall conform to ASTM A-185. Provide chairs and bolsters to insure that + minim treated Dolton plate. Studs suppomrg girders shall be a minimum of a (3) stud column. 2. All specified bolls anchor halts- or other shall he structural quality ASTM 307 ar Color Pac ( 1 q Y - me mesh is embedded 1' from top of slab. - Woes higher than 8'-Z- require (1) row of bridging al mid -span - 10' or taller walls require (2) 3. Polar to construction, engineer shall review approved mass drawings withuPIIb bads for - Minimum concrete cover shall be. rows al 1/3 and 2/3 span points. compatibility with these details and speclllcaticns. Footings 3' Beams, Slabs, S Walls 1 - 1/z" up to No. 5 Bar - All exterior wall sheeting shall be,a minimum of Group II Plywood with the thickness and nailing 4 Trusses depicted are schematic only Refer to manufactures recommendations for proper design, 2' No. 6 Bar and Greater requirements per typical section notes.. drawings, lumber grade, bracing, installation, etc. - Truss plan is to be certified by a professional Grouted Masonry Walls 2" engineer with a note stating that the busses are designed for the specified wind loading - All be a minimum of Group II plywood with thickness and nailing roofshearingtypical Individually cernfied truss shop drawings are to be provided listing the uplift reactions for each - Standard 90° Hook hs reinforcing bar terminating with a 90° bend and an extension from bend at section requirements per typical section notes. requirements truss. least 12 bar diameters. This shall be used at all vertical reinforcement terminations into tie devices be calibrated to avoid counter sinking nails Into exterior wall and 5. All specified pre -fabricated fastening devices shall be installed in accordance with the beams and foundations. - Pneumatic nailing shall manufacturers recommendations, use nailing for maximum load development g. GROUTED MASONRY CONSTRUCTION root sheeting. LOADS -All concrete masonry units shall comply with ASTM C-90 with type M or S mortar complying to - Where fasteners are not specified -Fasteners shall be provided inaccordance with table 1705.1 6 DESIGN Loads used for the design of structural components ASTM A-270. - of the SBC. BooLLoada -Min net area compressive strength or CMU units shall be 1900 PSI. - Header beams are to be provided in accordance with Section 1707.3 of the SBC. Dead Loads r S' PSF Live Load 16 PSF - All grout used in CMU cells shall have a maximum course aggregate of 318", shall be placed Two studs and hold-down anchor are required at all wall openings and endings. Hold -dawn to FIRaL Leads with a slump of 8" to 11, and shall have a min. compressive strength of 2000 PSI at 28 days, be specified per Moor plan anchor layout Dead Load 15 PSF and shall be in accordance with ASTM CA76, - Anchor Dolls that will he dolled into concrete must be secured will SIMPSON EPDXY TIE Live Load a0 PSF I ruled and reinforced with 1 reinforcing bar with Dar size and - All exterior CMU walls shah he o 99 table. nr. ors will riot be acceptable. ADHESIVE, expansion ansion anchors p A P [ufitU[Y9 cal section or Ian. Provide Yi' clear distance between an inside cell spacing as shown on t ec! n P g typical P y WINDOW 8 DOOR COMPONENTS Dead Load 150 PCF Dead Load wall and reinforcement bar Ensure that cells that are be grouted lineup property and have a 12_ Window and door onfilicalions are to he furnished by the contractor. All components are to be Wind Load L MPH L PSF Basic, with applicable shape factors) ce area of 10 sq in. and a min. 1 clear distance of 3. Reinforcing bar lap splices shall af10s _ with the manufacturers fastening requirements as shown on the be a minimum of 48 bar diameters. be a mi i installed in accordance approved product certifications. , Allow. Soil Pressure 2500 PSF (98 %compaction density required) - Provide clean -out openings at all filled cell locations at bottom course. Garage doors are to be installed on a minimum of a 2x6 woad task with fasteners as shown on 9 7. CONCRETE - Cast in place concrete shall achieve a 28 day compressive strength as follows'. -Spaces to be grouted shall be Tree of mortar tlrappings, debris, loose aggregates, or other r beck detail drawin the garage duo 9 BeamelGirders 3500 PSI - 5- Slump deleterious materials. - Where 314" P.T. buck strips are used for window installations, the bucks must be Mslenetl with Foundation 2500 PSI - 3" to 5" Slump Grout (cells) 2000 PSI - 8'to 11' Slump - Provide 9 Galadder type horizontal 'joint reinforcing at 16" O.C. in all walls for structures a 2- T-NAIL @ 8' O.C. (min.). located in a 110 M.P.H. or greater wind load zone. 1 - more 2x P.T. bucks are used for window or door installations, the bucks most be fastened with Cast in place concrete shall be designed. mixed placed and cured in accordance with ACI 1/4• x 3' TAPCON @ 12' O.0 staggerod (min) standards. ni GENERAL a 8. REINFORCEMENT - Metal hardware d with directly a the weather shall be hot dipped galvanized caste w All metal hardware exposed rec 1 Po Y pPe 9 17 RECOMMENDATIONS TIONS - Concrete reinforcing bars shall be deforined new billet sleet conforming to ASTM A 615, Grade min. of 1.8 oz per sqIt of steel meeting the requirements of ASTM A-90 triple spot test no responsibility for slrucbval damage due to failure of windows 60. All metal accessones for use in exterior wall construction but not directly exposed to weather -The engineer assumes or doors or glass breakage. It Is recommended that a storm panel system or impact be Installed to reduce the chance of major damage due to hying - All splices shall be lap splices. Splices shall be a minimum of 40 bar diameters, using larger bar shall be galvanized in accordance with ASTM A-153, class 8-2 reslslant glazing system diameters when splicing different size bars. debris. - Sizes given for nails are common wire nails .• - The engineer assumes no responsibility for settling cracks which may develop In a - Reinforcement may be bent In shop or Meld provided that monolithic concrete slab system. The use type concrete will a FIement Diameter of bend shall he greater than 6 bar diameters. changes. The to settleconcrete and temperaturehanger. to an e greatly reducedragon the risk of slab cracks duecorners Reinforcement paraally embedded in concrete shall not be bent . in r imam use of diagonal steel at Interior corners of concrete alab. Is recommendetl but not required. Page 1 Page 2 Page 3 RAY D. REINHARD, P.E. Consulting Engineer 735 35th Avenue S.W. Home (407) 778.9329 Vero Beach, FL 32968 Office (407) 567-7461 Q �- n• M O 0 LOU Z o�Q Z NC4 LUMw W Ln O IL (� ~ LU LU ~ l� Q=U LLJ 2 u JQ� _ om� !U!^ VJ mO� I— L L/1 Z W W O U 8e(:��t LU MONSOON Q_�Z w = px0 Q U Zmw `n m m J pQ v� H M Z W Q inalaw `W` 0 Z Q o cc LA. O U. = LL J J O C..) W d LD �-♦1 = W � a' Z N W I --I N Q 1— Z W O F— Q I— Ch d REVISIONS: SCANNED BY,pp�� - i_l.ICIG�''Idoun,, .,. COPYRIGHT: +1 THIS DRAWING I. THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT i BRENNER, P-A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT t BRENNER, P-A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO. 02-151oa•9ro 1433 DRAWN BY: CHECKED BY: t2 OF Z rt, t 0 r�- if \.. ___.... M c Cr I Li I i Tm — r i xl MA51�� p1m14NG-� i sYSlEl�l - �`. T' Lj6, ffTL;l. I m. i fiCH�� am TZ K14 I Nr WVrZK. IN I IYSr i -f el , __—..----. ._... _. ___ .. , r '( I IJ `_. �—fir`>�='"-u�:�..r.,csw`•+"..'.:'.5.. _'' it I1': a /y —I E, �Nr6I A, IM WALLr� , MA 01 �xl�1Ncl } ® - ; / ALA Daw> IUGHTs l �cl s I v I � I � ��l I � �/ k --- — -- INN• ® � 1 - H Au- A ji l, ELECT`I l -, I _ I, �� �• /A % L �' ( ��fiOV5, AND E (\ \ �Oc, f EXIbTi Nra C7pvVNL1C,l }Ts I r Fr��rr u�Irs E �I � I 14L' � �EXI�f. _ e�R11 e., I - �•.�-r-tT.r*y. ". - --- i Sul 4j" r - I 1 --- FIxT \ _ �^ I _ �rlsfiN4 All V L :MA1 T�K9'Wlo HTS w REMAIN JJrr r II` �cil I D'1'5 +A I p ro ZEJ�IAIN I IFA- Od 1 4_ 1, ALARM A KEY -van 17. a•ti '�_ ra I I � O I - I - GFi W, 1 L rKOVIDE�h,MINIMUM of 20 FGb j GANpI-E`> ON WORK ING �U �Foc E`�l.T Pko�oS I�A2. 7C.I S T I Nff Wh• L, L O FAG �S C?`'Y• �" 1 FIZDVI1>1&AMINIMUM of to FnoTcnNr7t.�o, ATLZA4:�T'e7;o INCHES FKoM-rHE FLooL Ilt DINING, AF,tA4, PNND o1}fEP. A-r A DUIZINGi CL-a NIr%lcl. 1 ICAL, ITN LE a E/I, I' �(Io) �XI�"rr.iG �GWNL-IGHT:� /�T GA NOr"Y ■ • 1. BOTTLE COOLER Tree Model TD-65-24.3 66"W x 26-112"D x 33-1/4"H 2. KEG DISPENSER True Model T-DD-2CT-5 59"W x 2T•D x 36 114' H 3. LIQUOR STORAGE CABINET 48"W x 26.12"D x 36"H 4. CABINET 40'W • 21"D x 36"H S. HANDSINK Krawne Model HD.22 12"Wide 6. 3- COMPARTMENT SINK Krowne Model 22-63C 72"Wide 7. ICE BIN Krowne Model 22-24 . 24"W x 21"D B. SHELF 24"Wide I T�ILs oN 5PE 'r Q4 Forz, U&HnW6, AT rroF'c,�,Eb EE EwUIFMEfJT H5DULE -N 6 HM7 A4, OWE r� 02.1 L I G H T I N G F I X T U R E S C H E D U L E SYMBOL TYPE MANUFACTURER/CAT. NO. LAMP FINISH REMARKS A RECESSED LIGHTOLIER LYTECASTER 90 PAR38 WHITE TRIM WHITE BAFFLE DOWNLIGHT 1100IC/1176WH TRIM HALOGEN B EXTERIOR LIGHTOLIER LYTECASTER 90 PAR38 WHITE TRIM--------------- DOWNLIGHT 1100IC/1176WH TRIM - HALOGEN C EXTERIOR TO BE SELECTED ---------- - --- PROVIDE ALLOWANCE SURFACE DOWNLIGHT D ADJUSTABLE LIGHTOLIER LYTESPOT MR16 BLACK TRIM -- ------------- SPOT/TRACK GEOSTAR VERTICAL 6255BK E EMERGENCY -------------------------- ------ ---------- ------- - EXIT LIGHT F CEILING FAN TO BE SELECTED ---------- WHITE PROVIDE ALLOWANCE G PENDANT TO BE SELECTED ---------- --------- PROVIDE ALLOWANCE H ROPE LIGHT ROPE LIGHT, NEO-NEON--------------------- --------------- NOTE: ALL MANUFACTURERS OF EQUAL QUALITY ARE ACCEPTABLE - PROVIDE SUBMITTALS FOR SUBSTITUTIONS. 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QP� PULL -,,HAIL FIxTJP.E (ATAi`1c rjPAZ-5-) AIR-CGNDITiD(�;ING-I R��I�j �FZ-�JPPL�{ ___ = UNtD=,R..rCA�II�iE'•r LIG-�I-j'1'�NG AILZ-GOt1DlTIONING f�ECIST„Z�IZcTURt� M d' O O LU O Z cn�Q z ON�Q 1 u LLJ OC LU w = SIEMENS = JQ� O UD LLJ W o "o LLJ � Z > > O U E2 Q Q N LU w Z = o�O Q U -mwLLJ m J uj U. N W J C:li z � z cn F�1 F�1 V) La W tOp co 0U._U` Z J J - W CD H 05 ui > H J ®Uj CA CD E— F-1 W V) G W O = G = O O Q E— rn a REVISIONS: 1. Lucie count COPYRIGHT: THIS DRAWING i THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT A BRENNER, P-A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT i BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION - DATE: COMM. NO.: DRAWN BY CHECKED BY: of N Room {�IZO�'v`:✓�C� G�S U/� I, bl N I PJG-� 1 aa>I -� � I 2 i sue( L-- rS 20 Zp � y Lfu c.. IUx`I - IZx12 El'¢ I I � New 0 u 1 P4)(>F, GoM�"�ESw� f 'rHls GEN�YZAI. �+- � j I NE4V 5 N I � `ulJ EA p.R�A. GG�J2I�IN/�TE �l0 Wo2K IN'fFlla LI PIR Hai I�v ON SITI= WITH - - _ i ._ 0.05- �xI�TINGUf'Oa�h I I I 11 rM µ"rr,�;M bININ� J I %� i I ( 12�1.00j*"rE �Xls'fIN� A/G F ECG I =TEgs 1 N Flop, 1 -_ - �'1 ----- u T� - I (D r, I fZt7c N1 I r-= �1 �I N kau� Foe-(E z i� IZE-f�zs.LA.NcE �XIS'r�Nla �, � _I I I 1 _ � N fl'LELfic-T � I � i I I - rr In - F7ANG Tj ETs O I c'aNNE1 rn EkiST OI �i- - -- _1 I NTEI2 LGL IL. EXH'AU aT FahlS - WITH M CGrI AN cA l- s��r�i :�ofz Air2 EXC,HA:NGG, M KHAN IG�L, i N Q d- n• M O LJ O m�U z oN�Q W wMw m U ��LLJ Lu _ F_ Q=U JQ� O U 0= 1 � mom L�� z > > CDU � 0� T Q Z W Q O U Z O -mWm LL H J H LL. m J C3 Z C� z cn Fi N Z 00 N) W W to o L6. Z J J - W O V IiJ CD F-1 075 LAJ J i► F— O N O f— F--� W W (A H O 1— C W O o x O O REVISIONS: COPYRIGHT. THIS DRAWING i THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT i BRENNER, P.A_ THE REPRODUCTION, COPYING,.OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT i BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBUEtT TO LEGAL ACTION. DATE: COMM. NO.: 6A-4z'414+ °I6130 DRAWN BY: CHECKED BY /,,Ms r' , . M I 'ns } ,> u G x Ix . iL c�rM _ N 11Z NIP, ry -iDN�i'.l I FAhil.k'aH"� pUPLEX eu fL_Er ✓UrLFy oLML ET CFI Wl-H GIRDUNC) FAllLT INTIF"LJF- `K 6WIT6,HEp oUOLEx K�46LE 6zu4b <j f Lzx 0uTL_E:r n rUU_Y F�EG=.�EP FLzOK PUrLLE KEGEPr/-�GLG oUTj,E ® �II�I-E �Pc`GIAL. PUi;PoS� Kc�.Et'iAG�E oU'rC.E.T i SII�IC.�LE f-e)L,E 6wlTGH S3-FHREZ-WAY 5NITGH $4 roUP--WA°(SWITGH $p SLIPE: [ IMNIFt SwITGrt ELE�fP.ONIG, $F ELFL"ii2bNIL F-AN 5f''Ep cGNTf�-,oL. ® MAe_-511E< DIMMED SWIT_Ght v L-oOPE,:P MCPU L r.-TELEP'ri0NE..1AcK -(Y G A,Px„r; arrj„ET 0 SMOKE t�TELTO9 © GEaLINCa FAN H,&T�fz rEGEPTAG�E 0 W�T�2f'ZJUNGrOINX t OFZ U�HTiNy AIR-CGNr�ITioNINCa, R.:.L-�!S`j"EK-�JPP�`f A!12- C,DKlDl'rON INGI RE6116"1`15K, - FZc_rJ F'N r �GT�'I'GP.L, PLaI`I LIGHTING FIXTURE SCHEDULE SYMBOL TYPE MANUFACTURER/CAT. NO. LAMP FINISH REMARKS A RECESSED 4 L{GHTOLIER LYTECASTER 90 PAR38 WHITE TRIM WHITE BAFFLE DOWNLIGHT 11001C/1176WH TRIM HALOGEN B EXTERIOR LIGHTOLIER LYTECASTER 90 PAR38 WHITE TRIM -------- DOWNLIGHT 1100IC11176WH TRIM HALOGEN C EXTERIOR TO BE SELECTED - PROVIDE ALLOWANCE SURFACE 1�! DOWNLIGHT p ADJUSTABLE LIGHTOLIER LYTESPOT MR16 BLACK TRIM --- SPOTITRACK GEOSTAR VERTICAL 62558K E EMERGENCY EXIT LIGHT , F CEILING FAN TO BE SELECTED WHITE PROVIDE ALLOWANCE G PENDANT TO BE SELECTED --.-- PROVIDE ALLOWANCE H ROPE LIGHT DURA-LIGHT, NEO-NEON - ROPE LIGHT, #2H54 J VX4' LITHONIA WHITETRIM FLORESCENT 'LB240, WRAP -AROUND K 2' X 4' LITHONIA WHITE TRIM FLORESCENT LB490, WRAP -AROUND NOTE: ALL MANUFACTURERS OF EQUAL QUALITY ARE A.CdEPTABLE - PROVIDE SUBMITTALS FOR SUBSTITUTIONS. .a r, % Sou it tc E /GD X%� R_ Ic,AL V,I��Z b)lA6-II;A-M Nc-r ro -.z,4L l F L I: ��GoMr✓IG�p/�TION�r p I U>< I O I GiOU�T'� 2 -ToN C<V2� Qlp H6*NVLE Ff34ANFOZ4 �.c_,'.L-.E " ;j6' -- I -_, ELECTRICAL LOAD CALCULATION TENNIS SHOP AT THE RESERVE 704 SQ. FT. @ 3 VA PER SQ. FT 2,112 VIA HEAT STRIP 8,000 VA A/C COMPRESSORS (NON -COINCIDENT LOAD) __ _0- TOTAL DEMAND LOAD 10,112 VA 10,112 VA 240 VOLTS = 42 AMPS MAIN BREAKER SIZE 100 AMPS Q �- �• M O LLj Z Q z ON('4Q W LLJ M w ~QQ moo~W ~ ce <=u LLI _ u W w(j"o Q J � Lu LL o U I— c� m0� Lr) ~ >>0 U ���, z Q co u U DO� - m a- � �Ow LLJ Q CL F— Lu ca J V z 00 W W 1.0 C GC M 'a � m O Li. LL. J J O ci N.1 CL. IUD cj = LAJ O CC Z Z W u 4n Z 0: W O F— REVISIONS: COPYRIGHT: THIS DRAWING " 8 THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT 8 BRENNER, P-A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT 8 BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO.: oPavz•gto ���� DRAWN BY: CHECKED BY: M��