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Beach Avenue 1238 (2) y _rsn a.,...a M08.1 ventilation of Attic Space o I-i08.1 For gable and hipped roofs ventilation shall be provided too Eat Arurnlsh cross ventilation of each seperate attic space with weather protected a 3 a?t vents.All vents shall be screened to protect the lnterior From intrusion of u x birds_The ratio or total net Free ventilating area to the area or the ceiling d shall bo not less than 11150 ?hat ratio may ire reduced to 11300 provided3I O0. ga d t 1.A vapor retarder having a permeance not exceeding one E-+ Fj a E r� u perm is installed on the warm s lde or the cellrng,or 2.4t least 5096 or the required ventilatlon area is provided a 9 � � by ventilator located In the upper portlon of the space to y $° be ventilated ( at least 3 Ft,314 mm,above eave or 3 An corner vents)with the balance or the required_ ° a w.. ventilation provided be eave or corner vents. • -h 1'108.13 All openings into the attic space of any habitable bullcltng shall be g• ` 9,°� v covered with screening hardware cloth or equlvalent to prevent the entry of birds,squirrels,rodents,etc.The openings therein shalt not exceed 1I4 tach(6 mm). o Total Attic Sq.Ft_ 1549 Sq.N. 1543. 300 = 516 Square footage net Free a•ea req'd _ 'Rent'III�iF APM21 aUM(per manuracture) 4'-0" vent-provides 1.0 sq-rt-net free space 6'.0" vent-provides 15 sq.Ft.net Free space O 8'-0" vent-provides 2.0 sgXt.net Free space �' U o � z +-1 Ln (0)4''-0" vents s I sq.ft • 0 0) N C121--t (4)6 -0"vents a 15 sq-Ft- a 6.0 %--s Cr]^ 31'-1 114" o/ALL PLT_ HGT- (0)s'-0" vents s 2 sq.ft ' 6.0 Total sq tt net Free d Cn a710 0 9area provided '-1 112" PLT. HGT. h .� 0 >-4+ 1'-4 314" FLOOR SYSTEM + 10'-1 11B" PLT. HGT. a � + I'-4 3/4" FLCOR SYSTEM 9' 5 CO o 0 kO + -1 118" PLT. NGT_ m � ti C,2z I __= __ i-------------------� f n it i} f1 fl it fl it 11 GI f] fl O L ---------:L ------------------- _I_ 1 + II 11 li I! 11 II II II fl II II L CD r-—- II II it 11 1! I! II II II IE If LiH� Illi /� { / ��—�� I I I li fl II 11 11 1E II II !1 II EI 11 W L_, ii II II !I !I it II it ll II II 11 IL I! ��� STAINED GLS. / \"i fi II �f. II if If fi H 11 II II VENT GLS. BL+C II 1^R�ME \ >-�`-i I I � l i k l I f \ I I I I I I I I 11 11 I I I I 1 1 4f: li 11 11 SII II II II Il 11 II II —1_1-----_ '-------- �` II fl 14 VI II II II I3 11 II y"' — ------- 1 r -- i 1 -------� ----------------- \ I I \\�,_' i L _—J I! 1 W.I.G. I 13 li II Ili ���—��—fir— 1�1 II II II i A17iC ACCESS -- — `` L---��---� i C 1 I I! 1 Il II 111 I II II III II II 11 \ 9' ..LG HGT ! s� ul / � II { II EI Illi kl II II li I I II I1 II L.AUNDR�' I ATH II 1 I1 I! III I 11 II it III Il II EI Z 9' GLG HGT I V GLG HG7 I� I. I I 9' 1: i-iCT I , L1_ _j !I II II III I II II Ii III fi I1 �� i--I H u H 1 11 11 Ll / II II W t --- -- ,�rrt � ----- ------J ! 'r �A�TLT'E L f20P`1 -� 1 L�NC�Y �� � i \ o 1 1 — — — ----r \\ � I� 1 31'-1 114" oIALL PLT. HGT. I 1 Z LV VAULT 31'-1 114" o/ALL PLT. HGT_ ALL ROOF FITCHES ARE 3112 � 9'-1 112" PLT. HGT. . 1 mco S'-1 112" PLT. HGT. (UNLESS NOTED OTHERWISE) > 1 + 1'-4 3/4" FLOOR SYSTEM I I 1/ / L P j + i �t 3/4FLOOR SYSTEM es 0 + 10'-] 1/8 PLT. NGT. ! / ' / + 10'-1 118" PLT. HGT. 0 z 1 + 1'-4 314" FLOOR SYSTEM 1 ! k� _) 1 �,L - -� - - ` --� ! 1 + 1'-4 314" FLOOR SYSTEM y, 44 IIS" PLT. HGT. f 1 � \ I dd \\ + 9'-1 1/5" PLT. HGT. to ALL PLATE i-1GTS. ARE TAKEN FROM THE THIRD FLOOR 5UB-FL In G t'' ,� ALL EAVE OVERHANGS ARE I t >C / �� ZNbGS ! �\ ALL SAVE OVERHANGS ARE OR FROM THE TOP OF THE MAIN (A X � 1 -4 FROI"1 OU T SiDE FACE OF d >C i \ 1 -4" FROM OUTSIDE FACE OF HOUSES AB K � ° T� L IBL (d U] 1 FRAME/l_CF.IBLOCK CUN_OJ I 1 / " \ FRAME/l_C.F.IBLOGC (UN.O.) C�'LC,i'F'�O*1 1 v W f --- ------------------ Le�--_j FLAT ROOF TO HAVE SHALLOW 1 1 I ____ �- o I I Lot I PITCH SO THAT EXCESS WATER I 1 REMOVED AND DOES NOT f 1 i ` >_ BATH € VAULT ! Q I VAULT I ' LANAI J�}�� J� V CEILiNrz HGT 1 — — 1 1 1 1 I MASTER BEDFRO g' GLG HGT � 1 I 1 — ' VAULTED CLF= FROM 9' �/� �P� I � �! i NOTE: ------------------- 1 j 1 ALL ROOF FRAMING TO BE PRE-MANUFACTURED 1 1 1 \ I --- M e �0A3 2x6 or 2x4 BEARING WALL a pfdo� 3 I o0a gco CLIP STUD SOP-AND BOTTOM s i ; b k C 1 WEDGE ANCHORS e C 1" O.C. OR TREADED ROD SYSTEM 4" CONC, SLAB (3000 PSI W/ F18ERMESN) OVER 6 MIL V.B. g _ 4__ CLAY OR CONC. BARREL TILE ROOF o1 1x2 Avg �o PRESSURE TREATED FURRING d .. SURFACED MODIFIED BITHUMEN 11220PMIL/MINERAL ✓� \ + % ,H \/�\/�\// (3)45 CONT. ROD CON CHAIR) THICK w/FIBERGLASS RENFORCEMETIT, EDGES ! PENETRATIONS SEALED oI 030 FELT >10 \�%, l\%�\/\\� 12 518" CDX STRUCTURAL PLYWO WI PLYCL IPS — ��/ \ \//1 \ CLEAN WELL COMPACTED TERMITE TREATED FILL 3 PRE-ENG[NEERED WOOD ROOF TRI.ISSES SEE FRAMNG PLAN FOR LOCATION V SEE ROOF FRAMING PLAN FOR LOCATION NOS1NG (2) STORY R-30 CEILING INSULATION W/ U SAFFELS TO MAINTAIN AIR SPACE INTERIOR PEAKING FOOTING - sua�FL LO w z SCALE: 112"=1'-0" UV METAL HURRCANEI CLIPS EACH TRUSScQ CQ (SEE TIE DOWN SCHEDULE) TREADS4 RISERS 818" GYP BD CLG3 2x6 LEDGER - -- METAL DRIP EDGE/BIRDSTOP C2x M1N1 �— +f' WA .:3 F. `) C2)2x6 NO2 S.Y.P.FOR TOP PLATES P.T. Ix4 DRIP o/ H F� zp 2x6 SUBFASC141 BEAM Q PLATE TO STUD STRAP 4 32" O.C. 2x4 OUTLOOKERS 9 24" O.G. STRINGER 1.01" v t o Lu R-19 BLANKET INSULATION VINYL SIT wl 2" m ° � U CONT. SCREENED VENT -1�i„ .dy' m � 2x4 CONT.NAILER z o 2x4 PT. °"' z }0" y as (1)*5 CONT ROD P w AB (3000 PSI WI % - STAIRS DETAIL TO 2ND FLOOD? � ? FIBER!"iESH)OVER b MIL V.S. � SCALE: 314" = 1'-0" Ul a !lU ~ > CLEAN WELL COMPACTED TERMITE TREATED FILLk co a° k NON BEARING z STEP DOUN SLA5 DETAIL SCALE: 112"=1'-0" ® �, 101411 nw I-7 O O c a vI n co cQ w ism z CLIP STUDS TOP AND BOTTOM tu v° r, C-2 Q WIC )4 0 C )" O.G. W ,n m M O C )WEDGE ANCHORS 4 { Y' Or. NOSING cm CO o -- - 2x BEARING WALLlu w 4" CONC. SLAB (3000 PSI W/ ''4" GYP 8D.Gil WALLS 3/4 FLYWOOD FIBi=RMESH) OVER 6 MIL V.S. 7116" 038 SI--ATNNG TREADS t RISERS lu f //\\ � 2x6 LEDGER M C2x MIN) �- A C3J 05 CONT.ROD CON CHAIRS) � BEAM CLEAN WELL COMPACTED =� 10' 10" TERMITE TREATED FILL STRINGER �b6„ R-i9 BLANKET INSULATION 2x6 STUDS 016" O.G. 2x6 BTM PLATE BEARING (2)STORY 3/4" T!G PLY'WD SUB FLOOR 2x4 P'T. STEP DOUN SLAB DETAIL (GLUED AND NAILED) 10" j SCALE: 1/2"-V-0" 1634111(a" FLOOR TRUSSES 6" BAND BOARD STAIR D 1=TA t L To 3RD 1=L 00 E{ SCALE: 314" = 1'-0" 5I8" GYP BD GLGS �f R-19 INSULATION BAND 'V 2x81 NO2 SYP FOR " I TOP PLATE C� HORIZONTAL BRACING (ENGINEER TO SPECIFY SIZE # SPACING) V 7 E i! VERTICAL LAP BAR „ STUCCO FINISH tU (ENGINEER TO SPECIFY „ DIRECT APPLIED (TYP)W/CONTROL JOINTS PER ^• �u SIZE s sr-Ar-W-3) PORTLAND CEMENT ASSOCIATION RECOMMENDATIONS EL 1/2" GYP.BD. ON WALLS 7= EE Q " 11" INSULATED CONCRETE FORMS EE 4" CONC. SLAB (3000 PSI W/ ui � E FISER"IESH) z •— » Q)d f (2) S CONT.RODS CON CHAIRS) 12" /\ CLEAN WELL COMPACTED 4" CONC SLAB (3000 PSI — s ROOF TO BE 3 PLY. MOD. BITUMEN w/'II�fERAL TERMITE TREATED FILL w/ FISERP'1ESH) a� FACED TOP PLT-POT APPLIED SY5_ w/F0ILFAGED �� !I f /, /� 6 MIL VB. FLASHING. OVER i"IECH.FASTENED RIGID TURNED DDU�I EDGE DETAIL �, INSULATION.- UL9a UPLIFT �— „ J �+ FLASH AND COUNTERFLASH 18 MIN. - FF.TO CsRADE AS REQUIRED SLOPE GRADE AWAY ALL SIDES CLAY OR CONC. BARREL TILE ROOF o/ Ix2 aRE55URE TREATED FURRIN5 STRIPS o/MINERAL CLEAN WELL COMPACTED /\\\/ / `I;, / / j\� -1--� TERMITE TREATED FILL /\\/\\ /\\ \\/\ (1)CR3 8" CONC,HEADER BLOCK SLOPE SURFACED MODIFIED REINFOR 1 IM PIT, --�/ THICK w1 FIBERGLASS REINFORGE^11=NT, 1n //\//\/ /\/ /� " TO EXT. EDGES E PENETRATIONS SEALED o/ *30 FELT11 lJ LONG.BUC 14 30"x12" CONC.FTG (3000 PSI)w1 *30 FELT (3)45 CONTINUOUS RODS 518" FIRE-RATED PLYWD WI PLYCLIPS 30" PRE-ENGINEERED WOOD ROOF TRUSSES (1)STORY �p EXTERIOR WALL SECTION SCALE: 112"=1'-0" FLAT ROOF DET�41L STRUCTURAL ENGINEER AND TRUSS MANUFACTURE TO VERIFY SCALE: '12"=1'-0" 1'/2" x 9114" F =CESS 0 EDGE -----__--- --- ----. ._----- FOR O_HD DRAWN BY: 9144" 4" CONC.SLAB (3000 PSI W/ M.J M.1W.D.C-JA.J.D. I = FIBERM'=5H) `? ��- a CHECKED BY: 1,•1.1 M. \f`/\� D 101013 / (2)"5 CONT. RODS CON CHAIRS) 2" CLEAN WELL COMPACTEDSCALE T TER'11TE TREATED FILL ' ,4S NOTED GARAGE DOOR OPENING JOB NUMBER: x-162 TURNED DOLhI EDGE DETAIL SCALE: 1/2"=V-011 REVISED: 10/21/02 OM NO: PURELY ARCHI7ECT11R.4L.,*Cr AND ALL ENGINEERING DRk4 UNM TAKE PRECEDENCE { b Sol ELECTRICAL LEGEND: � �j� �-1 L all Q� 110V DUPLEX RCPT_ TWO WAY 5WITCH 110v 1 51DE SWITCHED THREE WAY SWITCH 220v OUTLET ; OUR WAY SWI T,CH 38 NUMBER ND IG. NGT. A.F.F. SWITCH w/ DIMMER = gild ;A Aa .19b as D DEDICATED CUTLET ° w " SWITCH IN DOOR JAM �GDO GARAGE DOOR OPENER CEILING MT'D LIGHT 8 a a o WEATHER PROOF OUTLETWALL M"D LfGH' Q ff� R �cI 0 110v OUTLET ON GROUND FAULT CIRCUIT RECESSED LIGHT 110v-ARG FAULT CIRCUIT INTERRUPTER " RECESSED EYEBALL ® 110 FLOOR OUTLET MP RECESSED MOISTURE PROOF LIG/4T TELEPHONE PLOCR OUTLET WALL SCONCE JI � D FLJOLIGHT U j v TELEPHONE OUTLET a . EXHAUST FAN-LIGHT Tm TELEPHONE MODEM LINE z o t m © EXHAUST FAN v� �na cABL_ TV OUTLET � -4 0^ ® ® CEILING: FAN PREWIRE � m v SMC<E DETECTOR b ;� IS I'NTERCCM 5TATICN It' INTERCOM PANEL SELLING FAN o LOD Os O p SPEAKER 'D ,A � © JUNCTION BOX CEILING AN-LIGHT z C) k� Q PUSH BUTTON v j © TH€.1;ZM05TAT TUBE L 13HT W I PANEL 24 x 48 FLUORESCENT BOX FIXTURE O-LL" KEYPAD �-e z n n n n n n n n n n n n i J-� II II II li II !I II II II II II 1-� 1E II II II II II II 1k 1! II II � W PO �IP_ 11 11 I I I t !I I I 11 1 I 1I I I I I I I 11 !I II II 11 II 11 II 11 If !I II Q ❑ 11 I E 1! 1 11 11 11 11FLA��IITING AREA1I 11 � u� 11 II 1! II 1k 11 11 EI }! 11 11 11 I� �' ® @ 11 II 11 11 11 11 II !I If !I 11 I! ! rn ,+ I 11 CsFi -4 BUILT-IN5`. BUI!_.T-ENS li 11 GRdILL CM f �7���-I !1 II It :�°;`•'" _---_---_- ! 1 °� `�:. I C,dYRT I1 II II II 1k !I 11 II II � � -rt �W.1,C. 1 �` -------- --- ---- ----- i ! 1 CA f[ Cl IPPED C �+ OPEN AREA FOR ' i 1 �2/ CART GARAGE 1 I I ,� FREE-STANDINGS T.V. 1 II II I! II II �1� j� 11 II 11 0 � m k I I T--- -- 11 _ U Q i I 9' CEILING HGT .-� T----r T - w ��=�1== -fit=-� �>=-�f=- D q n2 1 _ �'`. 1 ' 1 1- - ---;- i s ��0� w I I! I I I I I I I 11 k I 11 n I I +n 0 � !{ i ' Lf LJ ll LJ LI L1 !1 tI ll U t1 � CI] CEILING HGT I --\� L-- I I ,'' ' C3 W - ! ! I A.E. it �!r p t O 1 ;r I I �' I -- PERGOLA ABOVE " 00 �[ �/ I /[ /� ---- to //0" PAVERS �__.- , . CLG-FAN PRM AT [ H- EX. HOUSE ; tSLT TO ,~Ct -- i TO OUTDOOR L ICsF4T3 — ' ` 1 �r 2 1 1 r1 r i + - I Ir TO OUTDOOR L IGHTSI , //'�� ---- _____.--------- --_ ``� 1 ��•, RE C. ROOM -------��------ '`�,`�� 1 `� i rr +* `� r 1 I !` 9' CEILING HGT `�• r � 1 i - ti_'- �����_- REF %N 5 :'r GFI \� i MICROWAVE N� cs) SERV CE ur!i STiBUL '/ \\ /'�-ti\` = 1c>= � COURT 9 CLG PST *� ', / ', i W.S. � ��TR1�UJn4�' `� + �. \ i VAULTED GE! /INC i'� f_ �L IGHT FIXTURE d A.C. COrr STO�AC-c� A-1111ur-), RDOI"r \ }- �' + FROM EX. HOUSE X ul A_H_U I LL P!XED Cz1-A59 q 15. FL. `� I \ r (L 1 TRASH A-G. COM. '. Jo r GA5 ENTR L , I \ �\ i 'VLL 42 / ` r Il I PLANTING AREA ' I / ; PL ANT I!NG AREA j4 _ PLAN,1NS AREA , loo GRASS ROOD I OTHERS �! GRA55 `+ GRASS �1 V ttt ' V PAVER WALKWAY + [ 1 PAVERS ,i GRASS 1 J GRASS I I f � PLA'NTING AREA rr PAYERS I! !! II If PLANTING AREA — ```` r A��l��Yl•Y1)�YIAYtilYI•� DRAIN BY: c Ecxf-v 13Y: M.J M. DATE% 10109/02 SCALE: 1/4 11 C 1 1-011 -- J05 NUMBER 4162 RMVSED= 10/21/02 F- IfRST FLOCIR DIW NO: 9 ELECTfRICAL A 1 .4 1 OF I I b l � ELECTRICAL LEGEND: V-a 110V DUPLEX +zCPT_ TWO WAY SWITCH 1 �° Ilov I SIDE SWITCHED THREE WAY 5WITCN a 220v OUTLET ; FOUR WAY SWITCH 0 I!I NU"1fG BER IND _ NG'_ A.FFSWITC,-�! w1 DI*?MER . El �38 Hou �� o ' 64 0 41 DEDICATED OUTLET Tj 5WI7C1-4 IN DOOR JAM q� 9° w• g a� $�� w 21 r 9D0 GARAGE DOOR OPENER CEILING€LING MT'D -1 HTIb 3 WEATHER PROOF OUTLETWALL g 3 ro D � A�o 9c,r- llov OUTLET ON GROUND FAULT CIRCUIT - RECESSED LIGHT Il 110v-ARG FAULT CIRCUIT INTERRUPTER � RECESSED EYEBALL riN � 110 FLOOR OUTLET RECE55ED MOISTURE PROOF LIGHT — �] TELEPHONEE FLOOR OLlTL1=T WALL SCONCE ven v TELEPHONE OUTLET FLOOD LIGHT ' U EXHAUST FAN-LIGHT � vm TELEPHONE MODEM LINEoz f m Z EXHAUST FAN C''11, CABLE TV OUTLET 6, cr3 CEILINS FAN PREWIRE 00 al o _ SMOKE DETECTOR IS INTERCOM STATION N w . IPCEILING FAN j INTERCOM PANEL 0 o m ° of V © SPEAKER ' m c%2 JUNCTION BOX CEILING FAN-LIGHT z O PUSH BUTTON `- {T� THERRMOSTAT TUBE LIGHT W 3 PANEL 24 x 45 FLUORESCENT BOX FIXTURE 0— KEYPADHI 3 1� z n n n n n n n n ii n F----- - -------- �� iv II - - II - -II II ii II II 13 II PL 1-3 II I1 it II ,i II Il If II !I 11 �11-� w J L- II II !I ii II i1 II !! 1! II II L_ �-- II 11 II n it II II 11 11 II II I11I /i' �� it I I II --II `�h II 11 1€ it II Il I, II m CA2 a �' ! III I I 1! li II \SII II i1 II II Ii II I! o � rcq �€I 11 II VI Il II II i! Il IIcu ----------------� - ---------------------------- I I o.H_c. GpI ------ �ANTR1' _r � -ire II ii � iI II II ,1 iI II >+N � "'^ -- I REF. SP. r ' _'-_'"�` 0 EMM7-T'�v�__ W G o I i I - 1 f— i h --11-- 1 l I I I I 4 F �- '`v, r r ° II I I! 1I I1 r--1l--�r--1fi--1I� I II 1, !I 'd oVs r,'� ,( g' , y I 10' cl G HGDk T it I! II II II 11 II III 1 If Il II a z it rrr�" ` I - ------ F'ACKOUT 3"J Y D ,, N-'-'!' I `� I E + r . r r 11 I I1 II IA I Il 11 II Ik 1 II fl ,I W I 42 D.v_ .SAS FIP tu/ HEARTH BELOW ti I € i i d �.V. NICHE BE r r F ►r ' € - {+ + #1 T15 ' --'`� ' + ►: 101 dLG HST i-' I III , I! l k I I , LL! , ► I € 11 I1 i l I I 1, I i !, �! r C m �j �-+ �� -- ; Il IJ U L! Il LI ,J ll k ! U ll U °° o co ed q3 I i i �' w il74 l I C!"1 � �/ \ s I \� // j _ I L------------I I m --- I � II�1 � 10' CEILING � GARAGE ' : t I op I tE i it I G' OP a 3Ci" It i i I € e i TRd7rSH/ i /� , STUDy'r, m i I _REC LE i� t/� - �- r 10' CEILING NG-► w le DHL. ^OINK \\ ^ ;' -- .___`� m---- i `�► � Q 0 a - ` �, �i/// • I ; ``- f o ' m r - -- L---------- ---�J ----4 r r / � � � tiT LLI Ai'�i L �ooM,� " ' { ► �� !, EATING LEDGE 30 i // / Im' G1=1L11�1G �-ICsT ` -------- r I I ► I lu f--� € ++ _ - ; f`~ I j i i it f LQ I rr + \\ \ WAITER BL,FFET w1 �— I �- I i �. - �`• % DIS1H CAB. UNDER s I i-- _ gam. I I I o I II L-------------------T-, I i i 10' CEILING I-ICsT j� V ———————————————— ——————— ------- j � I --- !I 1 /1111\ 1 j� � •~'-��---=� { I I =Fo ------------------ \ 0 //�/ / I I ALJ ------------- -------------- ---- / /' 1 z ------------ 'V / / I I 1 1 I! I ! ca ----------- --------- r ----------------------- ------------ - _� --------- I ------------ I k1 ----------------------- -� I -------------- --------j-------- J L—J -------------------------------- L --------- L_J D 5Y3 5 M.J M./w.D.C./A.J.D. cmc ED aY: M.J.M. DATE: 101:09/02 Joa NUMaER: X162 t�E,r1sED= 10/21/02 Dun NO: &ECOND ELECT',RICAL A - - a ELECTRICAL LEGEND: � Ali i al .� o I10V DUPLEX RCPT TWO WAY SWITCH `� II A q •� �� A� ,� 110v 1 SIDE SWITCHEDTHREE WAY 5WITCH A M F 220v OUTLET +4 FOUR WAY SWITG}! p ; g 98 NU"13ER IND1G_ HGT. A-=F. D SWITCH w1 DIMMER a � ' r�, �D DEDICATED OUTLET, Tj SW17CH IN DOOR JAM 9� �3 O GARAGE DOOR OPENER CEILING `'IT'D LIGHT a� e all WEATHER P200F OUTLET WALL . 17.'D LIGHTPIN 05 �CaFI IlOv OUTLET ON GROUND FAULT CIRCUIT - - RECESSED LIG{4T II 110v-ARC FAULT CIRCUIT INTERRUPTER RECESSED E"EBALL 110 FLOOR OUTLET LrAMp RECE55ED '1015TURE PROOF LIGHT � I TELEPHONE FLOOR OUTLET WALL SCCINCE v TELEPHONE OUTLET FLOOD LIGHT EXHAUST FAN-L[GHT r vm TELEPHONE MODEM LINE Z FXHAU5T FANa''i 3 CABLE TV OUTLET nt co 5-10<E DETECTOR CEILINn r-AN PREWiRE as a �� .b b w 18 INTERCO,"I STATION cx� 1 w � IP INT ERG.� p CEILING FAN o .M PANEL � qo 00 Q SPEAKER m , as cd C ti z JU!�lGTIO!V BOX CEILING FAN-1_15HT Q PUSH BUTTON > Q THERMOSTAT TUBE LIG+-IT W ! PANEL 24 x 48 FLUORESCENT BOX FIXTURE a'`L 'G?=?'PAD y.., i TTV1 z ____ � r--� n n n n n n n n n n n �._____________ II II II II II II II it It II � ----t--L---- IIII \3 I _� �-� II II II I1 II 11 II II II Ii I! �N w III I // I �-� �-` I1 II II II II II II II li !I II I! II L-A ! _� --LL--�F --il n II 11 II II !k II II II } p IIII / / I I II II �� II II li II !1 II II II 0 03 111 I ! I 11 I I I! �\II 11 I I II !I II 11 II p � 31Lm 11 II I1 n li 1! If II 11 I '-'-_- - i-J ----------- ---------------- \ �- -� _ C3 -- -------- I _ ---- ------__ 1"1ASTER I u 1 f -----, ------- \ -m II I! I� 11 I! II II II 11 LI m �.. I r---------- \ r 9' CLG HCsT L - -� ___� {JPiDE i! 11 IIII II -1! II II a I II 1I II ;` ��� II 11 it 111 I II !I If ik ! I If II II W z � � w w IIJ II II III I II II II fl I I II !I II 1 I '� �� € � �., o + � + � I / •�' -- -t t I! !f III I E E !! I I I I ! f l l !I �-i f-L 1 + L_ ti r , I \ ��_��_��=��I=fir--=1 �k==�I�::t1 �=�G 3 U qC Q I '1 �' I I + __ rr _ FL�_____ II 1E II III E fl 14 II II ! ! II II i� 1 3 5 mp T- IN DRA�L'ER i i ' ' ; / u U IJ L'I I u U ll u 1 I Ll Il uco sd ! SECURITY : • , ' �V M / ! I ^ f �. i ' I-------------I 1 o W I , f ' -_--I I ! �r ; I L--------------- N j �- ---------- \ rrr A/AULTED CLS. FROM g' I----- ---------- ---- r I � -- I rwIk',r 41 r. AHS I - r r i i 2ND/3RD � 1 _ I r - ! ! VAULT�D® 9' \ / CLG HG SI-I ��` WIF �`-� r�; i� ------------------- I-)"- \ \ CsFI --T---- e _� I i LILTED CLG FROM ` '+ ( , ___ I I \ 1 1 I i � i`� I i it ! �\ \ J ■ D zi L 1 1 �:� I j ; `\``�- ✓I it I 1 \�\ --------- ,' --------- �_- - 1 J- T1s ? �� BATH I I ! L-----L \ /' •' �� �+ L. u, Q I ------------------- j M!Rz 0 \` moi' r------- \X/ �J -------------------T-, r 1 \ 1 L� f ---4�, i� {� ---- i -------- I l� \1 //I \\\ jI j `�~•� UNCOVEREDGFI I ! \ �— i i I I j n J II V ----------------------- / v ----------------------------------------- J --------------------------- �Ll II ��� I 1 OI / II ............................................... ------------------------- L_J --.____-__--_---_ -------_L_____---.-------------- _ fl i 1 11 'L 1 I E _________________ T I ----_'---__- ------------------------------------------ -------------- ------ -------------- ------------- ----------------------------- L-A - ------------------------------------------ ! ' L-A DRAUN BY: i"1.J.1"1.I1.lJ.D.C.IA.J.D. C.WECKEv BY: v 10/09/02 SCALE: 1/¢i+ = JOB NUMBER 4162 REVISED: 10/21/02 ELECT C FLAN., OF I 3E' � � 1@ ' 3 gy a o .o go 0 In ,�cw ■ .S° v u 1f a gyp p U 9`-011 21'-4" 38'-Bu U OF PRIVACY WALL ,, z OF PRIVACY WALL 20"x8" FOOTING TO 20"x8" =OOTING TO SUPPORT PRIVACY WALL o - SUPPORT PRIVACY WALL w/ (2) 15 CONT.REBAR b �% w/ (2) 05 CONT. REBAR - " h -------------- ------- ------------ ----------------------------------------------------------------------------- --- .i - co all —-—-—-—-—-—-— � � ------------- ------------ ------------------------------- I� ------------------------------------ I 00 I �! , L MASONRY OPE'ViyG DROP BLOCK (1) GAS � POOL��Q�ia_ F4 OJ cu FOR 28 80 DOOR CRS GARAGE 1Z{EA TE2 1 1 - 1 I z HOSE _ _ I _ I HOSE I i ill f I -- 8------- i `t` I r ------------------------------- --- ------- - - ��--------------------------------------------------------- I I aoi '-' ------- ----------------------- �------ J GAS BIBS _ I TY10[r9&.&ARAQJ= FOUNDATION =12'�CCON STORY WCAM FOUi�IDATiOV(1) 12 G NG. U E3LK wl (1) d1S ROD 1 _ 14\ RECESSED' NG. HEADER BL'< OI1GONTINU S CFILL DELL tut GROLiT) I ' „ ffx z of C J C. S 12” CONC. BLK 130"x121 ! 1 1 J�iou ER I .NG_ 5L'G O/ !CONG. F Cs WI(2) ' RODS , �� C. FOOTING WI (3)I �} CONTiNUIVUS I 4 TINUOUS. I k ! Z L � 0 o x HOUSE ' -.---------- � , 1 L`'� n ri 1 1 AA GARAGE � A i TYPICALSLABCONSTRUCTION , p 1� I PED. SINK i- AR<ISG AREA I i 4 CONC. 5LA3 ui/ iBERM_SH- OR ro xro1 I O = I ! �# I �11� 10-10 WWM oI ro MI>_ VAPOR BARRIER o/ j i ,� , r- to ! ci@ SLS OPE i ! 0 WELL COMPACTED TERMITE TREATED FILL 04 _ 14 I TO O.H_D. I 1011 1011co d a' CQ C14 a; ,., 1 1 i 1 I I M m C*3•• 12" TURNED DOUA�I SLAB s I 1, n i I n u ' u d' SERVICE AREA - INSTALL 1 12 -� 9 -0 1 I 10 -B 2 -2 11 -2 14'-8" 1 I I ski ,d (2) '"5 RODS CONT. o f I I ----------- ---------- - f , ! F �� ! � i I o � r __ _ I I I I f U `a Q ---------- j. ---J ! / �� /JILL1 0 V3 RYiGE gid' ---- --- GOu ----------------- I ( I ! ; '0 '4t I V I o 1 1 IA C. GCMPI y I I I I I I ENCsiNEER TO VERIFY 1 I w w I fTF 151- I I I , n I , I E ALL. INT. BEARINnFr 7 I 0 co 1pI - ! I ' �I = ! 1 E - i - L, J Q I I c3p A_i-4 U_ 1 i 0 _ --------------------� I I I TRAS#-4� !A_C. C01'•i='1 � 0 1 I � f I DRO: BLOCK CI) 2`-4" 31-1 1 i l :I IOAS 1 �---1� I f TUB I W/D 1 � � I GRS � ENTRY 1 / � I i \ 1 WH -- --i-\�} I I! II i'STACK'1 kk I � L --------- L---" L1L 1----L === � --------- ----�\ -- ----- ---------------------- �- --- -� r --- -- �L-- ------------1- -L -.- .---� 1 -8H05E 813 i 1 I 1 �---- L L I---------------------- -------------------- --� - -----J ! i I I i HOE I BI I i DROP BLOCK CU ' ' � � I ! CRS 'a GARAGE 1 I I i 12" TURNED DOUN SLAB i ENTRY - INSTALL ! (2)45 RODS CCNT. ! I I I 0 11'_ 11 i 1 I i 10" - --ia0 I S I I I T 1 �— I ! 1 1 f �+ LL __ ___ _ _ __ 1 i L---------------- ---------------- ----------- --- ---- -- --_— ----_ _-'__—_-_-- --- ------- --- ------------- ----- ---� —————————— _ __ C OF PRIVACY WALL i _ _ y I 20 x8 FOOTING TO ---------------- ---------------- 20"x8" ----- --- ----- - - - ------------ -------------------- ---- _ _� ! SUPPORT PRIVACY WALL ------ _ w/ (2) 05 CONT. REBAR t3�'-211 --------------------------- OF PRIVACY WALL 201x8" FOOTING TO -SUR ©RT IYAC1' WALL w1 (2) 05 CONT. REBAR FOL NOATiON NOTES 12'-4" 11'-B" 86 -011 38-011 �'-�'� 3�'0'� �-L-L 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT SAFETY UNDER THE REOUIREMENT5 OF O.S.H.A. 32'-0" 13'-411 14'-B" 2) ALL WORK SHALL BE IN STRICT COT71PLIANCE WITH THE STANDARD BUILDING CODE (S.B.G.) AND l9'-4" COUNTY BUILDING DEPARTMENT. 60'-0" 19 -4 3) STRiP TOPSOIL, TREES, STUMPS, ROOTS,ETC.FRO"'I ALL AREAS WHERE CCN5TRUGTION WILL. OCCUR UNLESS NOTED OTHERWISE. 4) WHILE KNOWN UTILITIES ARE SHOWN, THE CONTRACTOR SHALL EXERCISE CAUTION WITH EARTWWORK AS UNMARGED UTILITIES MiGHT BE ENCOUNTERED_ 51 ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED PRIOR TO ANY WORC rot FiLL 5!-IALL BE FIFUILY COMPACTED, CLEAR SAND/CLAY MATERIAL. FREE OF ROOTS, ORGANIC '"LATTER OR OTHER DE3RIS. _ 1/TILL z5"A, LL aC T"Lf-IC.CLJ I'•V IL L005E L I*'I C�LJL`I�='iaC�i C V CJ 35 0 IN ED PROCTOR DENSITY AT OPTI~IUM MOISTURE CONTENT AS DETERMINED BY ASTM 0-156-l-METHOD 'A' S) 501L BORING TEST SHOULD BE PERFORMED BY A FLORIDA DR jjN BY: REGISTERED 501L ENGINEER WiTHiN BUILDING FOOTPRiNT5, SAME ENGiNEER SHOULD CONFIRI"1 EXCAVATION AND ENGINEERED' BACKFILL REQUIRED PSi CONCRETE AND CI-ECKED BY: VERIFY FOOTING DESIGN, SAME ENGINEER SHOULD APPROVE 1"i.J.1"1- BACKFiLL FOR MATERIAL "TAKE-UP. 9) 501L ENGINEER SHOULD CONDUCT SiX COMPACTION TESTS TO D 0/09/02 VERIFY ABOVE REQUIRE,"iENTS. 10) INTERIOR BEARING LOCATICNS SHOULD BE COORDINATED W1TH TRU55 �•IANUFACTURER SLE' 1/4 = 11-011 11) PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS C i'�1TER10R)_ UOB NL$rmwp-- 41 ro2 REMISED= 10/21/02 1 FC)UNEDATION DWG NO: _w=tta+•� eq FLOOR FRAM1NG LEGEND: 11 ' O 0 INTERIOR BEARING WALL ,.o opt Av HEADERS - ENGNEER TO VERIFY a � 8 H i BEAMS, DOUBLED TRU55=S, OR GIRDER TRUSSES BY OTHERS - PER MANUFAGTURER5 5!:EC5 � o Ste n'3 � STEEL MEMBERS g,13 7 �1- Is S: g d $ ° O CONCRETE LINTELS �� w w e • �y • STEEL POSTS a ® WOOD POSTS N $ 4 Ho - - OUTLINE OF 2ND FL ABOVE i ----- LINE OF LEDGER - - FLOORING `•iEMBERS OR FLOOR TRUSSES BY OTHERS - PER t"iANUFACTURERS SPECS obl 31'-I 1/4" o1ALL PLT. HGT. 9'-1 PLT. NGT. � BEAM, JOIST, OR TRUSS HANGERS 112 + i'-4 3/4" FLOOR 5T'STEM + 10'-1 118" PLT. HGT. 0 + 1'-4 3/4" FLOOR SYST=M d' U � I + 9'-1 1/8" PLT. W_iT. Z _ sn ami C,2 1--1 NOTE: : m ADDITIONAL BEARING `1AY BE REa'D BY .d b rn YLOOR T. MANUFACTURER. CONTRACTOR TO COORDINATE lu/ RESIDENTIAL DESIGNS B" KEVIN GRAY AND WiNDLOAD ENGINEER IT' w ti co 0 0 0 — cp ti z n n n n n NOTE: o II Ih li Ii II ii 11 kl Y, II li � ALL FL.FRA''1lNG TO HE PRE-MANUFACTURED � 11 t l It 11 11 it 11 11 16" OPEN WEBBED FLOOR TRU55E5 - TO11 11 11 11 ti 11 11 BE 4+-011 8'-41' ❑ 11 11 11 11 11 11 E1 I I 11 ,1 11 I! SPFA G D O DER N-O�UFAG7URERS W -- 1 OUTLINE OF SECOND VAULTED ,1 ,l 11 1 !! I, II 11 11 Il li 11 FLOOR AB0VE11 11 11 11 11 11 It it 11 ff It 11 BEAM 1. I 11 11 ti 11 If 11 II 11 I II Fly 1f + � I l ( f j � 11 11 I I I 1--11•-11•-1 ! f I 11 ' ------------------------------ ! i 1 ; i I 1 i fi II 11 II I t— 1t--1t � ! II ,1 ------ V) y,:: ------------� 1 w.�.c. ,I II I, 11 , I, 11 Il 11 I II 11 1 I GLiPPS ll II I1 II II Ik II V! I II II ' ------- '-------------------- i j 1 j i GLG --- ---j- --I----j--- I----I---- II !I II 1, 1 II ,I II It ! 11 11 z T- P ECAST 8" WIDE I I —_—_-- i � � I -�' j I I � I 1 11 �� LONG. iNTELS CTYP1 ---------- -------------- I I , I L----- L I I i I ® L 7 , i E i ` _��- 1 1 I I 1 , I I , I U U U U U li 11 U Ll U U ALL PLATE HGTS. ARE TAKEN �-----_ 1 `- FROM THE TOP OF ',-lE MAIN f ! ----------7-------------------- /� J f� Ol' I I -- -f ----- - r ENGINEER TO VERIFY ALL o HOUSE SLAB/BLK E , i g' EiLlNG HGT ' i 1 I 1 STRUCTUBR STEEL�- { 1 I HEADER AND 5EAM SiZES CPL ANS BB OTHERS) ! ------ I-------------------- i ,IH__r I I I i OUTLINE OF SECOND a j 7 I I i j, Y T O 9' GL j, FLOOR ABOVE p cAIR GARAGE I I � I I I I I I I � 31'-1 114" o1ALL PLT_ HGT. gh C%2 co g o 31'-I 1/4" o/ALL PLT. HGT. --------- - ,r - r r � C. o � � ! I �3' CEILING I-!GT I I i ' -- - t +, I I + ty.. k II i • -i-_---_-_-----------_ 1 i 1 I , _ , , I ! 1 I I 1 I I J C�I 1:VG 1 I I 17 T t 1 I 1 I I , 1 I �"'YYYI v 9-1 1I2 PLT. +1CsT. I I 9 -1 112 PL,. HCI. e� f--- + 1'-4 314" FLDOR SYSTEM Q7 + 1'-4 314" FLOOR SYSTEM 1 F i + i + I 1 1 F`REGAST 8" WIDE + 10'-1 118" PLT. NGT. ° z + I0'-i IIS" PLT. HGT. ----------7-------------------- GONG. LINTELS (TYP) + 1'-4 BALCONY FLOORING TO BE I, T 314" FLOOR SYSTEM W + l'-4 3/4" FLOOR SYSTEM 1 ' ' + g -1 PL HGT. r � 1 i ti j � i E i 1 1 1 118 1/8" PLT_ #-IGT. 2x12 FL. JOISTS 6 24" O.C. ! TAPERED TO EXTERIOR ----------7-------------------- i 1 i I i I I I I 1 1 j i I I i s Co I� BOTTOM 10'-t 118 1- 1 i , , , , I I I I I ' ' 1 1 t 1 111 , ca COCo , —————————T-------------------- , 111 I 1 I I 1 W ------ �------------ 1 1' de 1 I '1 __ r r ---- - ---- -- --------------------- ,/ EFIV fc I cou1�T -- I ! --- - 9' LG 4GT + 1 r �V I���E - r-- aHfZYE 1� BALCONY FLOORING TO 6 — ! r _ 9' CIG �IGT ' I t p C i- T^" 1 l 2x12 FL. J015T5 0 24 O.C. RUNNING PERP. TO � r FLOOR J015T5 ' ' I I ��E TTOPERED TO EXTERIOR F' BOM o 10' -i 118 E I + 1 VAUL I I 1 rq � r i I I I ,• I I � I i / I k � I 1 I \ , 1 I STRUCTURAL STEEL �------ ' r , r•.: I , ti f.. :. +� 1 i I� � BRACKETS ' ' r' �... :. - .\- �'• r - ,� �. ��' � i1 i II � 1 / ! 1 (PLANS BY O"v\, TI-1ER51 II 1 r 1 11 1 l I I ———— — ----- — — — u- �--- ' f �'f ✓ BALCONY FLOOR[ NG TO BE r 2x12 FL. J01575 6 24" O.C. 1 �— I 2"x8" FLOOR J015T5 TAPERED TO EXTERIOR �� �,� ✓,� -� 12" O.G. BOTTOM 10'-1 ,/S" r BALCONY FLOORING TO BE fr 11 — PER=D TO EXT=RiOR "\� ...JJJ — IL BOTTOM 6 10'-1 118" :3 Q) v � 1! � t � i ca Ca U 31'-1 114" o/ALL PLT. HGT. INK 31'-1 114° o/ALL PLT. HGT tFF O I 9'-1 1/2" PLT. NGT. 9--11/2" PLT. I-1GT. + i'-4 3/4" FLOOR SYSTEM + 1'-4 3/4" FLOOR SYSTEM + 10'-1 1/8" PLT. WGT. + 10-1 118" PLT. NGT_ + 1'-4 3/4" FLOOR SYSTEM + 1'-4 314" FLOOR SYSTEM + 9'-1 118" PLT. HGT. + 9'-1 1i9" PLT. NGT. NOTES: D ALL EXTERIOR WALLS ARE 11" i_GF. EXCEPT AS NOTED 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 3) ALL WALL THICKNESSES ARE NOMINAL 2x4=4" - 2xb=(o" 2x8=3",ETC_ 4) TN= SIZE AND QUANTITY 01= ALL EXTERIOR STEPS ARE TO BE FiELD DETERMINED BY OTHERS. 5) ALL PLATE AND CEILING PEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. - - C) VERiF`' THE <TCHEN AND VANITY LAYOUTS WiTH THE DETAILS DONE BY OTHERS. 1) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED. DRAWN BY,: 81 ALL INTERIOR AND EXTERIOR FLOOR 4 STEP FINISHES 1"f.J.l"1./W.D.c./A.J.D. SHALL I-•IAVE A NON SLIP FINISH TO 1"iEET G},}EcrIEp 15.1-. ASTM G1028 57ATIC '•O=FF€GENT OF FRICTION MIN. OF ab. M-JM- S) ALL WOOD IN CONTACT WiTH *'iA50NRY, CONCRETE OR EARTH SHALL BE =RESSURE TREATED APPROPRIATELY FOR THE CONDITION 10109/02 SCALE: 11411 — 11-011 *s �� JOB NUMBER: 41(o 2 LAN. FMVi3ED: i 11x1211(42 (F I N A L L A""T'CUT E3*N' TIFZUe5 i%'-1ANUF:ACT U=E ',R) DWGNO: i FLOOR FRAMNG LEGEND: b INTERIOR BEARING WALL ¢s .21 0 HEADERS - ENGiNEER TO vERIFY 1� �� 11 1 � r O ° u tl• BEAMS, DOUBLED TRUSSES, OR GIRDER TRUSSES BY °g OT�+ERS - PER MANUFACTURERS SPECC, z oil] .1' 44 STEEL MEMBERSkA a O CONCRETE LINTELS 3 Rml 0 STEEL POSTS .A ° u ya Y O ® WOOD POSTS 9 i ':I OUTLINE OF 2ND FL ABOVE ----- LiNE OF LEDGER — — FLOORING MEMBERS OR FLOOR TRUSSES BY OTHERS 31'-1 114" o1ALL PLt. HGT. --- - PER'"fANUFACTURER5 SPECS I 3'-1 112" PLT. WG-.- BEAM, JOIST, OR TRUSS HANGERS + 1'-4 314" FLOOR SYSTEM + 10'-1 118" PLT. HGT. fl + 1'-4 314" FLOOR SYSTEM r__ U o + 9'-1 ]IS" PZLT. GI. - � ,ten ao o. ami N � ,--1 NOTE: ; co ADDITIONAL BEARING MAY BE REQ'D BY FLOOR TRU55 MANUFACTURER_ CONTRACTOR TO COORDINATE 1u/ RE81DE-NTIAL DESIGNS BY KEVIN GRAY AND WINDLOAD ENGINEER i o ,mo 00 +n CQ z ti r-� -1 n r- ----- ^ _� n n n n n n n n n n I G--- ----------_—___� 1------------- 11 II II II II li 11 II II i1 � LFTI --- --- -----------L--L----------------_-_ _-�_ 1 e --1��—�G=��==��=��==1�=�G=��=��_��_��_`�� ALL FL. FRA;"11'�� TO DE PRE-MANUFACTURED J Ei i(a" OPEN WEBBED FLOOR TRUSSES - TO BE HII i \ INSTALLED DER NUFACTLRERS Ill L—, 5PGO 0 ! Ii l F—_I 1111 I I II II II \\II I! II 11 11 II l! II _ ---------- -L- 1----- ----- -- - LJ ' `r---r--� I I , e �h II II IIf Il 11 II II 11 L-11 r o II II II I - it - 1l --1L -AF II f1 II � -----=� �-- � ---I-- ---�--- --{----�---}- � ! I I I , N[Tr--1�-�t---1r--lh I II i1 II fI 1I II l I 1I II 11 91 OUTLINE OF THIRD {{ I , I LLp i I 1 i VLOOR ABOVE 1 -----_ ' I I I k , , , I 11 ' + I i I ' k 04. k 1 k I1 11 14 l i 1I 11 11 k 1 1 I1 IIfl ~r—, I 13 � 11 1 11 f1 11 I 11 II ll III I li II !I 1 i i i i I 1 1 I I I I I I I i E I iNG T ,.� � � i —1�' f 1 I/�I i I I { I I 11 E-1 F-L :1�1=A�=�1:= =1 �� �1-= =�� II 1 !I f1 11 Il 1 ! Il II I—iF Fm ---I_ i LJ 11 U Ll LJ LJ Ll tJ 11 U U U 1 1 ,, ,� � ��';'-�I , I I 11 klT ' H I`� y 1 I 4 1 ALL PLATE HGTS. ARE TA<EN ----- ' 1 k , , I I I I I +1 , - , �/✓ LT, 1 , I , 1 __ -----_ - W - FROM THE TOP OF THE MAIN 1 1 I j!I 1 0' CEI iNCs �iG I I i 1 /\ � � I I I J L----------- l-IOUSE SLAB/BLK I , I I I , , , I I , \ ALL PLATE HGPTS. ARE TAKEN I ,� , , I I I I I k �--_ / FROM THE TO. OF THE MAIN -- - FLOOR ABOVE _ ___ ' OUTLINE OF THIRD l -• a E VLT \ i I i I 1 \ � HOUSE SLAB/BLK 1 1 I l I 1 I I I f DBL.��R. TR S5 IN� - --1- 1 I I I 1 " T 021n I I I oRD_ TO 5. DRI_ - �� -�� - r -,` �i ��.y � -- ' I SPAN, 31 1 1/4 O/ALL PLT_ HG _ ^ 1� 31'-1 114" o/ALL PLT. HGT_ - I I �At�IL [ I I i 1 I I 1 k I I I " T T d' 11 i i I ! 1 1 i l i i 1 i I S l� 1 I -, 112 PLT. HCI. b E- I 3'-1 1/2" PLT. PGT. 1 1./ V I , 1 I I \ , I / i 1 1 , 1 I � + 1'-4 314" FLOOR SYSTEM 1 � i , I i I I , I + 1'-4 314" FLOORSYSTEM I v 1m' CE1LM NGT 1 1 / , J 10` EILINr HGT + lm'-1 1/8" PLT. NGT. .° Z PLT. PGT. i\ I I I + l'-4 3/4" FLOOR SYSTEM F w I + 1'-4 3/4" FLOOR SYSTEM € i �/i �/ I I 1 I +g'-1 1/SI' PLT. HGT. o w I + 13'-1 1/S PLT. NG�_ , 11 T 1 I I I i 1 1 1 1 �E_,�I-- ® 1 i I 1 I iLo 1 + ----lJ //� I -t----7----i-- O P C i� 1 L ' --- ----_-- --- '/ I / 1 , I I 1 , ENGINEER TO VERIFY ALL i ko o rs f I - ------- --- --- 1 I ---I----f-- l j , i BALCONY FLOORING TO BE I ' I i I I I I r I , /' /� + k HEADER AND BEAM SfZEsJ c CO 2x12 FL. JOISTS m 24' O-C. l , / ti c j TAPERED TO EXTERIOR ----- I i i I i 1 I ; ; ,// I / _ _i _; _ L BOTTCi"i 10'-1 1/8"�oo --------- �Nyw � 1 i i I 1 I � I , , I � I , I I I --- - ------------- ,, 10' �EILiN J NGT I — F 1 I I I i i 1 k i I 1 I 1 - INC HG 1 I I { Vico ]t' E � L--------------------.--- l L------ - - -� L J _ J J J _L II LI-t--- ---- --- --- - T ,� I I 1 1 5ALCONY / 1 7I � `� 1 J71II --- \ /Y 10" DEEP STEL BEAM �- - ---------------------------------- I \ f 1 BALCONY FLOORING TO BE- 1 / 1 I 2x12 FL. JOISTS is 24" O.C- 1 / 1 1 TAPERED TO EXTEQJCR / �1 ! BOTTOM 19 10'-1 1/8'y / I I i-L J 11 L---- 1 if 1 1 ------------------- I \ / �Lf —————————- 11 1 _ �- y€ T------------ 1 i-FF L_-__----____ [� L—J -----------�------ L-J O 3i'-1 1/4" o1ALL ALT_ PGT. 311-11/411 o1ALL PLT. HGT. S'-1 112" PLT_ HGT_ S'-1 112" PLT. HGT. + 1'-4 314" FLOOR SYSTEM + l'-4 314" FLOOR SYSTEM + 10'-1 118" PLT. HGT. + 10'-I 118" PLT. HGT. - + 1'-4 314" FLOOR SYSTEM + 1'-4 314" FLOOR SYSTEM + 'B'-1 118" PLT_ HGT. + 9'-1 118" PLT. NGT. NOTES: 1) ALL EXTERIOR WALLS ARE 2x6 EXCEPT AS NOTED 2) ALL iNTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 3) ALL WALL THiC<NE55E5 ARE NO;"11NAL 2x4=411 2x(o=6" 2x8=8",ETC. 4) THE SiZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS_ 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN. FROM (TOP OF) HOUSE SLAB/BLOCK. C) VERIFY THE <TCHEN AND VANITY LAYOUTS WIT THE DETAILS DONE BY OTHERS. - -1) ALL ANGLE5 ARE 45' UNLESS OT1-IERWi5E NOTED. D 5Y: S) ALL INTERIOR AND EXTERIOR FLOOR d 5TEP FIN15WE5 SHALL HAVE A NON SLIP FiNI5H TO MEET GH1=CK1=D BY: M.J M- A5TM C1028 STATIC COEFFICIENT OF FRICTION M1N. OF 0A,. g1 ALL WOOD IN CONTACT WITH 1"1A50NRY, CONCRETE OR EARTH SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION DATE- SHALL SCALE: 11`'1.11 = 11-011 JOB NUMBER: 4162 A� I� � FLAN. REVISED: 1;aI21102 (FINAL L � T�Ue>� %r*lANL�FACTURE R) pWCs NO: I OF lro I I AFMA TAMUL AT ION s 151 FLOOR LIVING AREA 106m S.F. 2ND FLOOR LIVING AREA 1553 SF. s� a 3RD FLOOR LIVING AREA 1543 S TOTAL LIVING AREA 4162 S.F. >�R �_ ,1 c -011 20'-B" 11'-6" 6'-0" 4'-0" 11.0'-211 ENTR`I'WAl' 124 SF. 11 1 1 CABANA 0_7 5F. g 13'-101, 2'-5" 4.`_511 41_611 2,_'111 61_31r1 4,,_Q11 5'-2�" (2) GAR GARAGE 556 SF_ v ' s �Ly G� t I 2ND FLOOR BALCONI' 104 S.F. r 2ND FLOOR PORCH 325 5 14 y I I I 3RD FLOOR LANAI 33 SF. b o 3RD FLOOR PORCH 231 S.F. a ,g°11 fin I I I I TOTAL SQUARE F=OOTAGE 5688 S.F. us C V1 I � I 1 I I I 1 1 1 I vu � � 204_81 1 � .. TO4" 20'-411 58,_ 0 }+ + 1 v Hr� r7" I 1 1 `I rn 'aa LO I 1 mem 4'-0" TALL ' 41 U ESTATE WALL I 6'-0" TALL •+ � 3'-0" TALL Z EXISTING FENCE I I I FPERGOLA GOL'S (TYP.) n Il n n s1 n Il 1 II 1I II H !I 11 li II 11 11 11 Q 1 u 1 U F- T_' - - S u� PAVERS PD L QU1 f E !I I I1 I I 11 I I I 1 I I I I w 10/21/02 '9 GRASS •� ,til Z GRASS I e I z_ 0 I 1 d1 0 +- GR45S EAT=. 1 SNOWS �405r='�` +- `n` 1:1 �B B E I I 11 f� !I 0 I l I! PL,4NT 1NCj AREA I I 11 � I BIB AI �I II 11 II II II 1 11 11 11 11 k1 II it _ - 1I E - - � vLT J -w4 -Z 5'-3a" AE_n1 5'-3 " I 11 GRILL ON 11 I--1f--11-1 II 4'H4" II � — � �, f r. {ItAl11 CASIRT I I 11 11 I! 11 I i t I ---------- __ --� � � � � i � �Q� � --- --- ------ — -------- `.. 11 II 11 1 I 11 11 11 II II 11 11 ' 1 ii1 W.I.C. Ul U " n1 J �- 411 FLAT SOFFIT 87 A.F.F. p 4LiPPED11-1- G til 14'_x" 4,1 1 11 I k 11 11 I I I SV 13 11 I I 11 I I ~F-1 I I ��� z _ II II If I1 I IIOTR II II !f 11 U' I ryI �T 1 �p A �� ' I - - -- — -- 11 11 11 kl ! 11 11 II kl I! II _ '—` I GYP. BD. WALLS t GLGS. 0 I 4" CONG. SLAB _ E55EJ%_ --- 1 1 u 11 11 u n u u J u u 0 0 0 r 12" FLAT 1 SLOPE �/ /gym BFRIZK�D WA><LS _ I t SOFFIT - � W _ I GA PET WC J�TH_VLT 1 f 1 cY PERCsOLA ABOVE r-a 3' CEIL NG PGT1 I 1 1 16'-0"XV-0" D.N.D. t _ 1 1 0 0 -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—-—-—-—-—-—-- I _ BRI T'TD 9 GLG mcu c it I 9 .i------� - f-O �f'4 �IV� AREA 1 f'AI*tTED CONG. SINcQ STA. LESS 1 ---------- ----------------- ------------- - ----- f 1 3` CEILING I-K'sT SIN. w/ FAUCES � I I /� }� � 12065 SL DR —'k 4 `� o E-' 1 6" WALL EX ND1NG FR:>M WALL u I I FEC, FOO PAVERS 2663 1 TONG N Z m I _ 6P 0 t -0 - 3 10 6 -B ¢ _0 l 3' C [LING HGT 1 11 1 , IE 1 1 " , ,1 11'-�" 3'_3" .D 12'-11" 0 �o � m A mcQ C3 1--1 6i lf'8n 4'-011 3,_411 i �0 - STDivE ,r, WODDEON `Q _ 6'-0" TALL - o m 11 EX15TING FENCE _ _ 0 d CO 2-2 t 'L II 100. Oi ( , ------------ 11 \ I LIN � w GOAT= — _ 11----,--- — - - .� � - n cel o' 6" WALL i CLOS. �4 v n _' % \ '[�i {1C: uu- !GRANITE S1=RV I C COUNTERTOPS - / \ � \� �� FROM EXISTING 68 63 6" WALL L INEN \ — — !�Ot1SE r COURT o1=TEN R 2- 6688_ C E \\ I U TINTED -- --- --- ------------- - ----- A.G. COMP 12'-10" ' 12'-r0" = r i5'-1'1 --- - ---------- — TRASH _ '1"IUD' 8001"1 n _ — = STORACx DUMBWAITER ST15ULE r �,��' -Z 1 0 '9 STO?vE 2868 STCNE t4 j > g' GL.� I-�ICiT �l✓ NT IST FL 3 GI_:s I+CzT Y/AUL ED E!L(bG\ TRASH AC. COMP GAS EN'R TUB W ' ARC1-}F��7 SOFFI� ` ll H VAG ST GK 1 1 wsl AL . RAILIN L__ = LAY = GATE - AREA I r� � I� PLANTING \ A I tt � � 11 � \ � ,} i1 o1 VENT �, o �, o ---- -- — ' A I 0 11 \,_8" CONC. BL< PLANTING AREA z' GBj E 0 w BI 2-4060 1 I ' SERVICE WALL 0 f- ,n, z 1n, , ALUM GAT I GRASS �I ry' ' POOL 5Y O 4 HE s 'V GRASS I I I I �' GR4SS I PAVER WALKWA I I I V PAu/ER5 GRASS GRASS I I + GRASS { 1 P ANTIN AREA - 1 V 1 I LPAVERS i I , I I I PLANTINCs AREA +++nn (TROPICAL) VJ 4'-0" TALL ESTATE WALL I 5' ALL = I � ALUM. GATE I t � ' TEXTURED WALLS AND CEILINGS ' ' 1 TNROUGI-TOUT FIRST ?=LOOR 1 I 30-019 5 -'1 I I I 2)AL EXTERIOR WALLS ARE 11" l.C.F. EXCEPT AS NOTED I " INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 11 11 ,1 + f 1, 1, 11 1 3) AL1_ WALL THIC;<NE5SES ARE NC7.11NAL 2X4=4" 3 -1 2 -0 41-011 2 -0 31-811 3 -8 _ _ __ _ _ _ __ ____ 2x 6 2x8=8 ,ETC. 'N— L+lJAi�111+`1 OF ALL EX1ERkVK �+E1:-5 A?GE — 12'-411 11'-8" 8'-0" 3'-0" rt'-4" 3'-011 9'-9" 4'-11" TO BE FIELD DETERMINED BY OTHERS. 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM — 8'-1111 32'-0° 13'-4" 14'-8" 6) V R P FTN= <ITC E) HOUSE NAND VANIT'' LA`r0UT15 WITH D M.J.j"I./U�.�.C./,�.,�.D. 20'-011 60'-0° 20'-0" T1-! DETAILS DONE B�' OTHERS. j ANGLES ARE ¢5' UNLESS OTHERWISE NOTED. D SY' I 8) ALL INTERIOR AND EXTERIOR 'FLOOR 4 STEP FINISHES SHALL HAVE A NON SLIP FINISH TD MEET D 10/0902 ASTM (1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0-6- <B) ALL WOOD IN CONTACT WITH "-1A50NR"r, CONCRETE OR EARTH o�CAL1 SI-TALL BE PRESSURE TREATED APPROPRIATEL" FOR THE CCNDIT10!4 � 1/41i _ 1'-(�'1 JOB NUMBER: 41�2 y � y g �b � Et78'-0" 41-011 34'-1011 S'-0" ISI-11" 101- 1f1 21-S" 1x:33" 21-11"' all V_a" all 41-4" 6'-811 6'-2" IJ I- 1 IE V-412" 1 II '� � 7 22 5'-4112 -4 4'-411 n • � a I ,� n E 9 ���a ce !I :e ai,k0 i I 1 � U a 4-3 to o ! m °7 � � ca In � a .bbm rn I W 4 '0 > o � t to si o CID 'aa 'm 01 I 4 d N z ti 1 d� T_—, rl n n n I1 n n 111 n 11 I� O o� I G - I �1� v i —�� ii� it�=�ii�=�IIf--�11 L --- L-1--------- --__--- � r7i- --- �'' ,✓ _ Illi II 12 COLUMN a,,CsLS. BLK a,, LJA t- `�f. II II II II II 11 11 II71 ! III o1 I6' PIER SEEELEV_ 11" WALL71 1 it l - L- ------------------------- -�'- = 0.1-1.G. ---_---� MIR R E SH. ------------------ = I I 9 ARPET W.G. ------ �t==��=��= 1G=��=��=�1 ! DROPPED SOFFIT DROPPE O FIT- , - - I I - - I I - 1 QEF. SP. LAND iNG5 o ! I 97" A.F.F. ------ `37" AFF_ -c GRA IT C'TDP N A I Ii I f1 11 In F--i1- -1 �� �h !I II II ! _ BKSPi4 aro" FROM ist TO 2nd ! W-1'G- E1 i 11 II III I VI !! 11 III II II II r 1 f I FLAT SOFFIT = O' ! 10' CLG HGT I 1 I l K I 11 I1 III ! I! I 1 1 I 1 NOARPET FROM 1 1 .D I i4 42" D.V.GAS F/P _ I f g� 4F"F' PACKOUT 3" ' 2nd TO 3rd U I I TIS ! 11 €I l i 1 I V III l f !! 1 Z 1 tut +�EARTI-1 BELOW a0 I f s� 01 i 5At� i 11 11 it I1 1 11 11 !! I1 1 k 11 11 11 cfl 8 -11-' 11 II I1 I 11 II II 111 I II I1 -i U' ! U d T.V. NICHE ABOVE I I �+ col 110' CLG H �� I = f -� =�1t-1-�1== =�1 =71 1*771-1 _:71 4 I - FOR FLA I SCREEN 1 �12" WIDE ti `` 1 I !! 1 G 1 I III ! I I1 *-' FLAT SOFFIT F \\ . I r _ ui 1 = _ 1 a ® D 1�1 -_ KITCHEN �+ *I 0 1 �� WOOI. �/ 11 cel 111 II�l./ l� O '-- ' + Iw / f i c Gn� jSLOPE kILIDW TILE �`�88 2610 CSMT - - - - « ------- I ----------------------- I I V ]L 1a' C1=1L1NG #ICsT u m i z//VCT. i �+ \�� c�i a I TO EXT. z f1 APPL. GRANITE 36" GARAGE 1 1 r ----- rn ^� _ , I • 2880 OPNG. -—-—-—---—---—-—-—--t -—-—-—-—-—---—---—---—-—-—-—------- 9 p i 0 / I afi I J-. �tiJOf I i I - DN �P�b6 f A d E-+ RECYCLE // / " to m o DY ROOM 1 1 �\ / �/ acv RAILING }m" T�,typ �' p b°: 1 DOWNDRAFT �� / e �!1 WOO ' 0 I0' CEILING INCA 1!GT LAZY 1 C001GTOP , )� / , - ° Z [� , ,/,7 Woo ! !0' CEILING PGT m ! RAILING l ` SUSAN 1 [ \� r1 0 \ v��/ I WNE!�' DD S Lel �t W 6p - 1 9 ! r-- -----''�� / ------ - [ C2) 2 8 AP ut - _ i - m n W ! _ / / s V � `d U Q �Y - 1------------------- / / - to -q 1 1--E m OF !fi 1=ATINr3 LEDGE e 3011 /i // - = BCD �R � cv v 0 cm d ! 41_x" FINISW BACK CAB'T8. �// € w I ! _ i i 12" WIDE ! I -=1t�t 1'-.¢" I WOOD PANELING 0- - -_---_ -- I FLAT SOFFIT i m O I SEE i"IANU. OPTS. W _ ----------- -- ' i � \ � ' 1 � 1-J I I TOS c+1 i �" � - ` I � O t`� DUMBWAITER 1 - z i c0 �," FRM. WALL 1 1 ! to I ! _ ---- - ----------- l-1 -- ----- V ! ! I �'i- 1'-0' 1'-0' BOTTOM IROOM ! ! 26�m CSMT I ----------------------- - I 36" AF.F. BUFFET wl , I Fes- 1 - I DISH CAB. CINDER _E WOO % I _ 1 � IL W til f ! ! ! ! 10' CEILING PGI I {� 1 _ ®� 4n 4n O ' I I n 2020 FG 2020 F:s ! � I c0 �r� E l j I V til I 40'10 FG 40-I01FG 40-10 FCC TINTED TINTED V s F `I"1 1 �� I = TEMPERED TINT G TINTED k 1 r' - C) 0 V - �! L� 0 � INTED 8 � .I TINTED 1 1 1 O i`�'i T 1 L J -------------------T I I _ I I = e E --- --it I --------- — IN I0 cEILw�C HGT --- ------ 0 0 �� / ! I �,} _ I I T8}g ' 6 FRM. WALL ,\RU �I `t vuLKEI I 1 J� C NY VU KEl"I I - -� �Tf-��L i 1 1 II i I I W X III-all 'V 'V 12" COLUMN '-41, 1' 4" ___T- - I 1�-4" "T'-�" 11_41, \ 0116 PIER 25 ! -- ------------- ----- `V i ------------ ------- -------- i � } UT OF FIRST >=L00(Z BELOW II I I I fl �\ I �i !I 1 ------- --------------- ------- II ' ----- -------- - �LJ ---- _ - -- ----------- I I L—J L_J ------_ — ----------- '----__ --- ------- --------------- ------------ -------------------------------------- ----------- � II I -� ---- ------ ---------------------------- I d L—_J i 1 1 NOTES: 1) ALL 2nd FLOOR EXTERIOR WALLS ARE 2x6 EXCEPT AS NOTED 3'-911 2'-0" 4'-0" 2`-0" 3'-S" 3'-8" 6'-211 61-011 2) ALL INTEIRIOR WALLS ARE 2x4_EXCEPT AS NOTED i 2t ALi L''A i tyl.-<wiccac4 AFZE ,�i0*-rl+ygL 2rd=d" a`-011 3'-01' '1'-4" 3'-0" �0' 1'-8" 12'-2" J 2x6=6" 2x8=8",ETG.__ 4) THE 51ZE AND QUANTITY OF ALL EXTERIOR 5TEP5 ARE - 321-0" 13'-4" 14'-a" TO BE FIELD DETERMINED BY OTHERS_ ,I 1 11 I DRAWht BY: I 4 _0 too'-0" 4'-011 5) ALL PP� HOUSE SLABIBLOGK T S ARE TAKEN FROM M.J S"M./UJ.D.G./,4.J.D. 11 6) VERIFY THE KITCHEN AND VANITY LA T'OUTS WITH CµECKED BZ': M.J M. 68 -0 THE DETAILS DONE BY OTHERS_ Z) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED. 8) ALL INTERIOR AND EXTERIOR FLOCK $ 5TEP FINISHES D 10/09/02 SHALL HAVE A NON SLIP FINISH TO MEET ASTM 01028 STATIC COEFFICIENT OF FRICTION MIN. OF a_C. -E` 11¢11 13) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION JOB NUMBER 4162 REVISED: 10/21/02 O FLAN DW[s NO: � � I i I 64'-0" u 60 4'-0" '-011 as �� lo 341-10 II 1_ II 1 II "grO V O a 11'-6" 10'-3" I'-3" 9'-1011 Vtl �1_QII VI, 5'-8" 3'-011 3'-411 5,_2{' = Atli 3 _34 1 2'-112" 5I_6111 4 I_4l1 L+ - � fq� 9y.,� �1y�:3 I 3 Q� •oa 6�� ���r� I .3 -°yp� �HI'bgo,���1. I I I I I 1 I • I I 1 a z{ 1 t i 1 b 'b W I I so U A i I QD 1 Q0 ti Z --- F — --- -- , n n n n- n LITI 39"x4l" APX.FIXED cn i -� II EI 11 II II I4 II 11 11 II II II w 1111 STAINED GLS. U' ! ! I 1 1111 /f11i L_� fl If II II II II II II tl II I1 II __ INSERT (BY etLN'=R) FREE-STANDING 01 F- I 1 l - _-- I SI<r-ROM EX. m Z - 1 1 1 _, i I kl II �� II II Ik 11 li 11 11 II IIII 1 I n VENT L.S. BLK. - 11" FRA1�fE 11 E I 11 �� 11 11 11 11 11 11 11 11 ' ' I1 !I II dl II 11 If II II II �"' - 1 1 ' - �- ---------------------------- - �1= �� �� �� �� -- R a SH. 13 1=---� --- d I_ -tlJ-- I D. ------- � � -1� 11 I I I I l 11 11 !I 1� I I LI� •� � r -------------- --- 411 CURB dJ SEAT r- , WC L- 1 ' 1 - -SO ITI3�" A - I A, PET - �`+ f W.�.G_ II II 11 III rel--�r--it--tC� 1 91 11 II j ATTIC ACCESS= MASTE1� - 9` CLS +-1CsT j ® ' 2630Ib�MTf1 11 !II I n II II 11 I 1 11 11 !I --------------------- —SPJlL'C14 _R ---tr,—rtl--h— +--tt----t --tr--Irl—t— --1+--- H-- 1 1 BATH - 1 �' r£1 BATH 1 11 111 E III f l I I I - € TILE _1 f� �� LAUNDF, dp ; [� Si O R g' CLG PGT II I 11 II 111 II !I II fl 11 11 1I 0 Z to I 1 2665 G II TILE / n tel-' 11 II 111 1 II li II III IE 11 + 9' CLG: 1-1CsT to WALL _ i � I ��� CIA � 9' CLG PGT _ �, I ��=��=�1==�If=t=�1==�1==��=��t =1�=��=�K 0 ! SLOPE W- I u�--, -__- ___-- II 11 Il II 1 Il II II III 11 II Ili TO O EXT. ! I_ �, CURB d'1 CURB ll tl Ll SII LI Ll L1 Lf u ~ 1 € W.i.G. 2 11 S H CABINET 3m68 C_D/ s VUL'GEM 1 S. CLG 1-IGT / r WALL I II II W I 101-111 — 6'-5I" _ I n 2ro(o8 1_ n ,_ n I n1-11-211 1_ a �L-----------= 1 �I i"i 2 0 96,4 H olN LINEN -----------^-----------f I ` I O 1 `-----I- I = (P 1 = n c1 AP € 4'-0" 1 �1bSbRIEARS �o t0o 10" TREADS A I CARPET n `+ LINE OF RETRACTABLE ALINING ; \� <_ `b� ,yv�D CARPET tt 1 -------YAUL ED CLC_SROM 9' Z _ ENrRY �28�8 t- € I \ 9' GLCs 1-IGT �tp� \�\ _ O °;+A W _ I 1 V'a'LEL�� ry 1 I I € -31-501 AHU 41 I 0 I ' +� 003 d Ca ------------------P--------------------------------------- I ---T 0 �\ ��, I 1 N I TI=M E�2ED 3mro8 FD TEMFERED \� 1 z MASTER 5ED�'oo�"t -- 1 I I ~ X21AI_ 1 111 ri1 1 I I � 1 GAR T ` Y I ` I I I r, VAULT I Ti TEG TINTED ------------------- _ A °�° N ' 1 I I I VA JILTED CLG FROM 3' CAR�'ET 1 �� 5 I I n �� I -------------------� = w 9 OUTLINE OF FIRST FLOOR BELOW -f��-- r ---- I I 1 3H I i J I 1 1 9' GLCz PGT 26 P4CT, I 1 I I LL I \� I 1 I I o ATTIC ACCESS j''� m ! O O tu j � 1 1 � 1 I I - - - --- --- ~ � I � 11./�ool ' f I / 11- �� \ - j 1 1 0 -__ ------ - ----- - - PATH I ! CARPET I o ,'T LANAI -1 o EQ Alw ------------------ -------------------------------- -�-�-- T___ 0 6� TIS t VAULT f !-' I 0 z ' `n '- ILL I n1 ' --+ - --�- z / / 1 =1 �t 9' CLG HGT I z m 9' CE IL 1'�iCx HGT I I 1 r n � LL FTILEI VAULTED CLG PROM gl ! 0 I I 1 1 N 1 1 I n 1 — -2 - 4 W.C. M! ----------------- 1 , I 1 SROM EX 10'-0" FLAT SOFFIT ' I N. 4050 FG 4m5m FG 3mro8 FD ------------- - ! L--- T-, I TI'vTEG TINTED TINTED C4 ————————————— 1 r--- ---- r-----� L------ \ QUI +z-- �UI+Z 1 5ra58 FG �, / I A� 1 , I I UNC IREf'�L-- 11 i' \� { jl I UI�lLsJyl -�--- - ------ 1_ a If r �'__4 1 i 1 „U�K_�t i 1� ° 0 OUTLINE OF SECOND FLOOR 13ELOW I 11 I 1 if 1 I I OF RETRACTABLE A1.LN1N'G < < —{�--y I 1 L, Q - ----- -------- ! I , I I ` ------------------ - ----------------- - - 1 L------------------------------- ----- I ... ............------------ --------- ------- _ _ � I I ----- — --- --L------ 11 1 1 T--------- } ------- ---------- --- --- ------- --- ---------- - I___- � ?� - . ------------- -- ----------- L ----- ---- ----------- 1 1 1 1 L_J ------------- -- --------------------- -- --------- ------ _j 1 t , ----------- -------------------------------------- 4-11 ——————— — ————————————————————————-------------- ———————- J 7 r_----_----_ I I I I 1 I i 1 I 1 1 ! I I I I 1 i I 1 1 i L___j 1 ! I l 1 mss" 1 " 1 11 , „ ' I 11 ' 5'-� " t I 1) ALL 3rd FLOOR EXTERIOR WALLS ARE 2x( EXCE'=T AS NOTED - 3 -10 2 -S 5 -0 4 -6 I i 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 1`- " I'-0" 3) ALL WALL T1-IICKNESSES ARE NOMINAL 2x4=411 2xro=r" 2x8=8"ETC. 24'-0" S'-0" 3'-0" 1'-411 3'-0" 2'-S" 121-0" 4) THE 5IZE AND QUANTITY OF ALL EXTERIOR STEPS ARE — TO BE FIELD DETERMINED 51' OTHERS. 321-011 13,_4„ 14'-S" 5) ALL PLATE AND CEILING 1-IEIGPTS ARE TAKEN FROM DRAUN 5Y: (TOP OF) HOUSE SLABIBLOCK M•J M•�p C•�A•J•�• 6J TERDETAILSIF',r THE KDO DOME 'NOTHERSI� LAYOUTS WITH CHECKED 8Z': m J.11 f. U ALL ANCLE5 ARE 45' UNLESS OTHERWISE NOTED. D 64'-0" 8) ALL INTERIOR AND EXTERIOR FLOOR 4 STEP FINISHES 10/09/m2 SHALL RAVE A NON SLIP FIN15H TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION "'11N. OF a_6. SCALE: 1'�t;; = l,_0;+ S) ALL WOOD IN CONTACT WITH 1`1A5ONRY, CONCRETE OR EARTH SHALL. BE PRESSURE TREATED APPROPRIATELY FOR TAE CONDITION J05 NUMBER: 41(02 FmVISEOZ 10/21/02 1 FLOOR I;�NO: I OF v a DEC. KEY5TONE DECORATIVE WD. BRACKET SEE DETAIL alp. � 'd 4 STUCCO INLAY VA ° RETRACTABLE AWNING 3 CON(. BARREL TILE CTYPJ ; b9' dgj ? _ � $ It 8" FASCIA E c ° UJ9 v w. EAVE OVERRAN ro" S'UCCO WRAP 1` R. .'s (TYP.) --#dJ �L ALU' UM RAILING o� ALUMINUM RAILING ! r - Hi ' V-4 3/4" FLR SYST_ o U 1'-4 3/4" FLR SYST. o I Z ` w cu Q � i--i CQ y co U3 Ido &'-8" TALL = F- � F- � � � 8" STUCCO BANDING o ROPE COLUMN o/ 3'-10" TALL, ti 1'-4" WIDR �I€R 4 F }. - 0coC4 p �- u a - ".- O = Q ALUMINUM RAILING s0 0 o _a 8" STUCCO BANDING p � ALUMINUM RAILING 1 stl I 1 7_1 r7777777-7. 1'-4 3/4" PLR. SYST. W 1'-4 3/4" FLR. SYST. DECORATIVE WD. BRACKET wl STRUCTURAL "'fEI"IB?=R5 (SEE DETAIL) 8" STUCCO BANDING _ 6'-8" TALL DECORATIVE ILD. BRACKET ROPE COLUMN w1 STRUCTURAL MEMBERS (SEE DET AIU '" +-` - � o/ Y-10" TALL, In _ : ." - ... V-4" WIDE PIER Q- Z 48" ALL SERVICE WALL (p . (P.- TOP OF MAIN HOUSE SLAB/TOP OF BLOCK ou Jklur" 2L W DECORATIVE ALUMINUM GATE ko o � co 0-4 m F4 o Z .. o � u7 � C, Q on o c%2 co FfRONT � STUCCO � W P oMM � AT 1 of �HE ALL STUCCO APPLICATIONS SHALL COMPLY WITH THE !ZC E D 013 �j PORTLAND CEMENT ASSOCIATION, ASTM STANDARTD5 C152&-38a, C1063-S9, AND C1328-00, AND THE FOLLOWING 1) DIAMOND MESH LATH WITH A WATER 1R_=51STA!4T BASED PAP'=R 5HALL OVERLAP A MINIMUM Or- 2 INCHES. LAT" SHALL BE ATTACHED OVER SHEATHING WITH FASTENERS TWAT PENETRATE NOT LESS 3i41NCq AND SPACED NOT MORE THAN I INCHES ON CENTER EA. WAY. 2) LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS. FL�kNG=3 or ACCESSORIES SHALL BE SECURED TO THE FACE OF THE PLASTER — BASE OF NOT MORE THAN Z INCH INTERVALS. 3) EXTERNAL CORNER REINFORCEMENT SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS_ WHERE NO EXTERNAL COMER BEAD IS —USED, LATH SHALL BE FURRED OUT AND CARRIED AROUND CORNERS NOT LE55 THAN ONE FRAMING SUPPORT ON FRAME CONSTRUCTION. 4) CONTROL JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE_ AREAS NOT MORE THAN 144 SQUARE FEET AND TO DELINEATE AREAS NOT MORE THAT 100 SQUARE FEET FOR ALL HORIZCNTIAL APPLICATIONS, I-E., CEILINGS, CURVES OR ANGLE-TYPE STRUCTURES. THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 10 FEET IN EITHER DIRECTION. AT A MINIMUM, A CONTROL JOINT SHALL BE INSTALLED: OIL 12 RETRACTABLE AWNING AT THE CEILING FRAMING, WHEN FURRING CHANGES DIRECTION, AND WHERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE 5) IN WALLS OR PARTITIONS, DOORFRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. GONG_ BARREL TILE CTYPJ 6) FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM OF ALL STEEL OR WOOD FRAME EXTERIOR WALLS TO RECEIVE LATH ON PLASTER PLACE THE BOTTOM EDGE OF THE FOUNDATION WEEP SRCEED NOT LESS THAN 1 INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND F-ZAMINCz. THE NOSE OF THE SCREED 5HALL BE PLACED NOT LESS THAN (o INCHES ABOVE RAW EARTH OR 4 INCHES ABOVE PAVED SURFACES_ THE WEATHER RESISTIVE BARRIER AMC) LATH SHALL ENTIRELY COVER T"E VERTICAL ATTACHMENT I=LANGE AND 1 TERMINATE AT THE TOP EDGE OF THE NOSE OR GROUND FLANGE. T) PLASTER THICKNESS FOR STUCCO SHALL BE INSTALLED IN COATS OVER: 16" SAVE OVERRANA)FRAME CONSTRUCTION: B)MASONRY GONSTRLICTIDN: F FIRST (BROWN) COAT 318 INCH THICK FIRST COAT 3/3 INCH THICK 8" FASCIA 5ECOND (SCRATCH) COAT 318 INCH THICK SECOND COAT 1/8 INCH THICK / THIRD (FINISH) COAT 118 INCH THICK. STUCCO FIN18Hf2 � _�! 8) STUCCO NOT WATER-RESISTANT AND WILL REQUIRE AN EXTERIOR SEALANT. CIT CL --I� A I IN III - -}� In I ALUMINUM RAILING ALUMINUM RAILING _ LL ' I 5R-Ag T DETAILS1'-4 314" FLR SYST. ::3 Q) 1'-4 314" FLR. SYST. 5RACKET 1 5RACKET 2 8" STUCCO BANDING_ 3 MAX ro'-8" TALL 6'-5" TALL 12n �R ROPE COLUMN -�_ �_ ROPE COLUMN MAX AVJ 01 3'-10" TALL, -! of Y-10" TlJ i ALL, �' V 1'-4" WIDE PIER Q- 1'-4" WIDE PIER 4 V {� IIIA � - 4 0 rt► - 8 0 =ttt -^� r� =itt I I 0 V E 7 ALUMINUM RAILING j ALUMINUM RAILING �— f � , 1'-4 3/4" FLR SYST_ 1'-4 314" FL R. SYST. 1 8" STUCCO BANDING DECORATIVE WD. BRACKET w/ STRUCTURAL MEMBERS (SEE DETAIL) m DECORATIVE BRACKET ' DECORATIVE ALUMINUM w/ STRUCTURAL MEMBERS (SEE DETAIL) 2"STUCCO CAP of cn 2"yTUCCO TRIM TALL SERVICE WALL ro" STUCCO WRAP W/ SCORING 0 TOP OF MAIN HOUSE SLAB/TOP OF BLOCK ■ 0 �p QX DRAUN SY: M.J M./I.U.D.GJ,4.J.D. CHECKED 5Y- mi M. DATE: 10/m91m2 { 9GALP: 114" - 1'-m" I T .105X �� NIs � 4162 REVISED: 10/21/402 DILrs NO: I CON(. BARREL TELE CTYP.Jjs b 8" FASCIA a 16" EAVE OVERHANG,--____ ;g wo f2ip �-} 1- -+ j-)-)- �\ ALUMINUM RAILING _ !j j j 39"x4- " AP-X_ FIXED 12 ] i 1 F F } FF STAINED GLASS INS_ - (BY OWNER) o" STUCCO WRAP J 1 1 F ! 1 F J ✓' _ _ �- - R.O.'s .-� 8" STUCCO BANDING ^�0 1—iF1_ f i iFf 1 ' 1 i f ! ! F s0 41 _ ' 8" STUCCO BANDING 1 ] j !} F 1'-4 3/4" FLR SYST. U Qw 0 i f FF1�fii OS 1'-4 3/4" FLR SYST. +--� 12 _ .� •d ►-- —j U E-+ " �3 GLASS BLOCK Q w y o '0 LO C3 STUCCO FINISH (TYP) = 0 d Q ALUMINUM RAIL INS co o 0 co AV, 101 -}t0 [LJ41 0.i 1_ •-- i d �� � � C Z nD FYI )_� i-i j _ Y-1 811 T C S T UCCO BAND IN /yy\ cq F Fir IF]F Y_ 1 j 1'-4 3/4" FLR SYST. ) j j]-j F 1'-4 314" FLR SYST. W PERGOLA !!1 1 - F 1 ! ) OUTDOOR J LLL 1!! SHcW'ER NEAR AND VALVE 12" WOOD FRAME COL. 0 8��pETAILE lL'p. BRACKET ALUMINUIM SATE - = 48" SERVICE WALL (L z I I FIXED GLA55 ip i _j L_ i I W ko 1.4 f cv cQ O7 C'3 14, v 0 z I 0 C Q CO0 U3 � - o W ELEVATION stucco ALL STUCCO APPLICATIONS SHALL COMPLY WITH THE RECOMMEND AT]CNS OF THE PORTLAND CEMENT ASSOCIATION, ASTM STANDARTDS C926-98a, C1063-99, AND C1328-00, AND THE FOLLOWING 1) DIAMOND MESH LATH WITH A WATER RESISTANT BASED PAPER SHALL OVERLAP A MIN MIM OF 2 INCHES. LATH SHALL BE ATTACHED (CNC. BARREL TILE (TYPJ CONG. BARREL TILE(TYP) OVER SHEATHING WITH FASTENERS THAT PENETRATE NOT LESS THAN 3/4INCH AND SPACED NOT MORE THAN I INCHES ON CENTER EA. WAY. 2) LATH SMALL NOT BE CCNTINUOU5 THROUGH CONTROL JOINTS.FLANGE5 OF ACCE5SORIE5 SHALL BE SECURED TO THE FACE OF THE PLASTER BASE OF NOT MORE THAN 7 INCH INTERVALS. 016 3) EXTERNAL CORNER REINFORCEMENT SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS. WHERE NO EXTERNAL COMER BEAD IS 8" FASCIA USED, LATH SHALL BE FURRED OUT AND CARRIED AROUND CORNERS NOT LESS THAN ONE FRAMING SUPPORT ON FRAME CONSTRUCTION. 4) CONTROL JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 14d SQUARE FEET AND TO DELINEATE AREAS NOT 16" EAVE OVERMAN MORE THAT 100 SQUARE FEET FCR ALL HORI20NTAL APPLICATIONS, I_E, CEILINCsS, CURVES OR ANGLE-TYPE STRUCTURES. THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 10 FEET IN EITHER DIRECTION. AT AMINIMUM, A CONTROL JOINT SHALL BE INSTALLED: H 12 AT THE CEILING FRAMING:, WHEN FURRINS CHANGES DIRECTICN, AND WHERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE DECORATIVE WD. B12ACKET � ='V (I.E. PAT THE SASE OF AN EXTERIOR WALL AND MCNOLITHIG SLAB AND AT JOINTS 1'N CMU AND CONCRETE). ✓' 5) IN WALLS OR ARTITIONS, DOORPRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. SEE DETAIL -v (o)FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM Or- ALL STEEL OR WOOD FRAME EXTERIOR WALLS TO RECEIVE LATH ON �\ PLA5TER. PLACE THE BOTTOM EDGE CF THE FOUNDATION WEEP SRCEED NOT LESS THAN 1 INCH BELOW THE JOINT FORMED BY THE O = FOUNDATION AND FRAMING. THE N05E OP THE SCREED SHALL BE PLACED NOT LESS THAN 6 INCHES ABOVE RAW EARTH OR 4 INCHES �— ALUMINUM RAILING -Ico I A Ill 11 Ill - fcA ABOVE PAVED SURFACES. THE WEATHER R=SI57IVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL ATTACHMENT FLANGE AND ' TERMINATE AT THE TOP EDGE OF THE NOSE OR GROUND FLANGE. � O 6� co 1)PLASTER THICKNESS FOR STUCCO SHALL BE INSTALLED N COATS OVER-- + + A) FRAME CONSTRUCTION: B)MASONRY CONSTRUCTION: .4 FIRST (BROWN) COAT 3/8 INCH THICK FIRST COAT 3/8 INCH THICK UL 1'-4 3/4 FLR SYST. SECOND (SCRATCH) COAT 3/8 INCH THICK SECOND COAT 1/3 INCH THICK n� THIRD (FINISH) COAT 1/S INCH THICK- 1'-4 �J 3/4" FLR SYST 1 S) STUCCO NOT WATER-RESISTANT AND WILL REQUIRE AN EXTERIOR SEALANT. [ ' •s� i 3 ' 8" STUCCO BANDING CD V - 0 9 _ V ALUMINUM RAILIN- F eL/ j , • -}' AN 1'-4 314" FLR. SYST. 1'-4 3/4" FLR SYST. 8" STUCCO BANDING PERGOLA DECORATIVE WD. BRACKET SEF DETAIL 12" WOOD FRAME COL. 6'-8" TALL - ROPE COLUMN --rc� 01 3'-10" TALL, PRIVACY WALL 11-4" WIDE PIER a0 ti l i I DRAWN SY: DATE: 30109/02 SCALFE: 114" = 11-011 JOB NUMBER: 4162 ELEVATION REVISED: 10/21102 D1ij3 NO: I i ! i I � � m b � 1206 Ab r H j PKT. DOOR DOOR O a TO W.., _ _MASTER MASTER BEDROOM LANAI . +2 AT;4 02 MASTER MEDROOM BEYOND BEYOND 5a I ° U U L = 103O _ ro IL — IL 06 i NNG RM NN STUDY DUMBwAITEe FAMI Y ROOM . CNTP. e a O _ -2 ei. -1 EATING 80 nn Q- O U LEDGE BED z l�� Q (�! - u Bt.I�ET KITG1-+E!�l , -k� (�i o u - O ® AREA 0 0 __w F 71 71 rk tYl ILLLu W yayh� O kk GLS. BLIC 0 CQ ti f EN--����.. REG. ROOM 1/EgT1BULE MUD g 'i. STORAGE �' > -- ' ALUM. NICH�� r I �. A.H.Li. v W SEE ELEV_ II — Ist FLOOR } 1 I I I L'�I WID STACKED � � >x pi1M5WAITER COURT -� I-- U I U U SERVICE LL�cp 2 6� I` I GAS Z OIL OIL T� HOU5E 5ECTION A - A. HOU&E n Q a C3om c � d .d m E- 54 -15 v I� U Nto 0 Q cd v I BUIL--N5 CBY OTLIERSJ OPEN AREA FOR FREE- STANDING T.V. F PERGOLA T.V. NICH= S�IELVES SHELVES SHELVES SHELVES � RAILING I ►�' 'V V (BEYOND) BUILT-INS _ = SPACE FOR }y. yy•, g Q GRILLE ON y _� �— B HALF-WALL 4= r w/ CAP m l '' [�i G 42" D_V_ GAS P/P LL STAIRS BEHIND w1 NEARTI-4 BELOW HALF-FALL 4r_10,� 5'- " ¢i_8n 5`-3 Q T.V. NICa4F ABOVE V ! ca t 266,a FG 26roO FG "v SEE ELEV. SEE ELEV. F' f"URPHIr BED F VAULTED 2 SPECS. BY CLC. F T MANUFACTURER DUMBWAITER 0U FURNITURE B (BY OTHERS) NICE 0 DESK AND 0 0 0 0 CASE- (BY OT ERS) Q l9 O 110 1'-3Zn zji_��1 n 2" 8'-10n jl`-!0° 4'-0" — `"L DRAUN BY+ 1"I.J.M.IW.D.C.IA.J.D. c�c >a 8Y: DATE-- 10/09/02 SCALE: 1/4" = 1 -mn JOB NL4°'I m 4162 j REVISEDs i 1m121102 DWG NO: 1 U37 of= I - I 12r3 I al jai LJIN 5 all J! _ yo A yy AS TABULATION (IA) COVER sHEEIZJ THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL CONFORM +O THE (9) FOOTINGS ARE TO BEAR ON FIRM, LEVEL, UNDISTURBED NATURAL SOIL FREE OF DEBRIS OR LO05E C2A) ARGHI;EGTURAL SITE PLAN akpd a� '.1 C1) 1T 15 INTENDED AT ST EDITION OF THE "FLORIDABUILDING CODE" MATERIAL OR UPON SOIL COMPACTED TOAD'=NSITY OF AT LEAST 95go OF THE STANDARD PROCTOR O i lmo'a SF- >_ E EFT L E 1ST FLO,..R LIVING AREA MAXIMUM DRY DENSiTY (A!' -D155_I_1). (3A) ROA ELEVATION 2ND FLOOR LfV1!�l:z AREA 1553 SF- (4A) REAR $ RiGHT ELEVA?IDN o � (2) THESE DRAWINGS ARE PREPARED FORA BUILDING THAT IS CLA55IFiED BY THE LATEST EDITION _� (5A) SECTIONS, INT. ELEVATIONS, OF THE "FLORIDA BUILDING GODS" A5 FOLLOWS: (10) CONCRETE MASONARY UNITS SHALL BE ASTM-G90-�5 -40LLOW LOAD BEARING CONCRETE MA50NR1' UNITS. D FLOOR LIVING AREA 154` SF / t t I �F � 'p 1 GRA N-1 NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGI-1T OF 3000 P5f � C'oA) FIRST FLOOR PLAN --------------.------ ARCHITECTURAL�C' I RAL. D�AWiN�S 'ASI �'� ���� A) BY OCCUPANCY GROUP R-3 ONE FAMILY DWELLING TY, E , .�. DE B) BY CCN5TUGTION-TYPE VI, UNPROTECTED. _TOTAL. LIVINCs AREA 41fa2 S.F. (74) SE:OND FLOOR PLAN r H OWiNG MINIMUM COMPRESSIVE STRENGTH g 28 DAYS: � � i NOTE: BUILDiNG 15 TO BE LOCATED OUTSIDE CF A FiRE DfSTR1S�. tll) ALL CONCRETE SHALL HAVE THE FOLL C8A) TNlRD FLOOR PLAN RINK RED - NEPA 13R. A) SLAB ON GRADE-3000 Psi a 1 iNG 15 T O BE SP. LE E*dTRYWAY 124 SF- ,9A) FOUNDATION NOT BU LD a E B) FOOTINGS-3000 PS! � C3) THE MAXIMUM ALLOWABLE HEIGHT AND BUILDING AREA PER THE LATEST EDITION OF THE "FLORIDA CABANA 8� SF CI0A1 2nd FLOOR, FLOOR . RAMlNG PLAN BUILDING GODS" IS AS FOLLOWS- (12) STRUCTURAL. STEEL SHAPES, PLATE5, ECT. SHALL CONFORM TO ASTi-'1-A3C, "FB"= 24,000 PSI. (2! GAR GARASE 556 S.F. C11AJ 3"d FLOOR, FLOOR FRA1"1iNCs PLAN A) MAX_ NO. OF STORIES = C3) "E"= 29,000,000 PSI. (12A) ROOF FRAMING PLAN — B) MAX. HEIGHT = 35' FROM GRADE 2ND FLOOR BALCONY 104 5F. (13A) DETAILS SHEET C) MAX. FIRE AREA = 7,000 SQ FT. PER FLOOR (13) WOOD FLOOR JOISTS, CEILINGS, RAFTER, BEAMS AND HEADERS SHALL BE 2ND FLOOR PORCH 325 S_F- (14A) 1st FLOOR EL.ECTRiGAL FLAN *2 OR BETTER SOUTHERN YELLOW PiNE, KD 19, 545 SIE=S_ 3RD FLOOR LANAI 99 5-F- (4) THE BUILDING CONTRACTOR 15 RESPCN5IBLE FOR COMPLIANCE TO THE CODE REGARDLESS OF ANY C16A) 2nd FLOOR ELECTR CA PLAN MISSING OR iNGCMPL�TE DETAILS OR NOTES C14) IF ROOF OR FLOOR TRUSSES ARE USED, THE ENGINEERING AND "'!EMBER SIZES AND SPACING: 3RD FLOOR PORCH 231 5F- C16A) 3rd FLOOR ELECTRICAL PLAN ARE THE SOLE RE5PON51BILITY OF THE "MANUFACTURE@ (5) THE BUILDING: CONTRACTOR AND HIS 5U5CCNTACTRACTORS 5HAL<L CONFORM TO ANY LOCAL ORDINANCES AND TOTAL SQUARE FOOTAGE 5�aa SF STRUCTURAL DRAWINGS SHALL VERIFY ALL DIMENSIONS. MATERIALS AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF C14AS1 PROPOSED ARCM T EGTURAL FOUNDATION FLAN I RA�' ANY D15GREPANGIE5 PR10R TO PROCEEDING WiTH HiS WORK. CISASI PROPOSED SECOND FLOOR F `11NC� PLAN -------- PURELY ARCHiTECTURAL, ANY AND ALL. RAWINGS ARE PREPARED FCR DESIGN AND STRUCTURAL REFERENCE ONLY. THE ELECTRICAL (IIAS) PROPOSED THIRD FLOOR FRAMING PLAN ENGINEERING DRAWINGS TAKE !PRECEDENCE (6) THESE D. C1�AS1 PROPOSED ROOF PLAN FLOOR PLAN 15 INTENDED TO ONLY SUGGEST LOCATIONS FOR FIXTURE5, OUTLETS AND SWITCHES. ELECTRICAL, 'MECHANICAL, FLUMBiNG AND OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DESIGNED, ONSIBILITY CF OTHERS. C z ENGINEERED AND ARE THE SOLE RESP (18,19, . . . ) PLANS BY OTHERS m (1) NOTED DMMEN5fCN5 TAKE PRECIDENCE OVER SCALED DIMENSIONS- b CSJ SU05URr-AGR E SOIL CONDITIONS INFORMATION WAS NOT AVAILABLE PRIOR TO THE PREPARATION OF ;HESE DRAWNGS- 'd C - THE FOUNDATION AND FOOTINGS ARE DESIGNED FOR A 3000aSF SOIL BEARIN!� CAPACITY. GCNT'�AGTOQ SHALL VERIFY AND REPORT ANY D15CREPANCIES PR10R TO PLACEMENT OF FOOTINGS. O L) N �• d o V) 0 C3 m I m 14 C12 z Fs p � v w I . l 3Ave. • z w Q C a 1 1 04co -!!4 Cq 5 T UC Icj - s9 �0' P4 0 z o toon W f ! 11L) 02 CO (d C43 U2 - APPROXIMATE H'GP - HANDICAPPED PR - POWDER ROOM APPROX APPROX E Lot s - AND �T - HEIGHT PSF - POUND5 PER 1 1 - AT SQUARE FOOT HW - HOT WATER Psi - POUNDS PER BM - BEAM HDR - HEADER SQUARE INCH I I I I y M1 --- BLK - BLOCK PLY'WD - PLYWOOD - BD - BOARD IN (") - INCH I BLDG - BUILDING INCL - INCLUDE REQ'D - REQUIRED t t BTR - BETTER INFO - INFORMATION Mv"1 - ROOM I ID - INSIDE DIMENSION. RECEPT - RECEPTiCLE j SLG - CEILING NSUL - INSULATE RES - RESIDENTIAL - CENTERLINE iNT - INTERIOR R'S - RISERS SOL - COLUMN Rd 5H - ROD ¢ SHELr- City of Atlantic Beach D GONG - CONCRETE JT - JOiNT ? Pfanning and Zoning iaepaTtrelent I DONT - CONTINUOUS JSTS - JOISTS 5 - SOUTH COMM - CO' M"'MM=RGIAL SKY'LT - 5K1'LfGHT Thnp _ s ��gin " C-R. - COURSE LT - LIGHT SH - SHELF zoning, ntreulatIsubdivision and does local tape LL - LIVE LOAD STS - SHELVES development iegulatlons.01 does�t Compliance DL - DEAD LOAD STOR - STORAGE approval oa+ � Pew • t�Oppli ante wh;ti 1=fasida BuIldlr�g Cage and an atl�ereppllcable DIA1M OR 0 - DIAMETER MAX - MAXT-IUIM SILT - STEEL DBL - DOUBLE MEGM-I - MECHANICAL SUSP - SUSPENDED local, tate a nd1 ����tegQlrasnents DN - DOWN MET - METAL must be veribyturo ai oe Clww A>a l a DWG - DRAWING "1iN - MINIMUM T'S - TREADS Beach f3uftdi � �a DIM - DIMEENSiON Mi SG - MISCELLANEOUS (TYP) - TYPICAL BuIMMg � T8G - TONGUE 8 GROOVE Ve ELEG - ELECTRIC, - NORTH � � EXP - EXPANSION NTS - NOT TO SCALE VLT - VAULT ' EXT - EXTERIOR NO - NUMBER W/ - WiTH FT FOOT OPNG - OPENING W/0 - WITHOUT FG-a - FiXED GLASS OA - OVER-ALL F1N - FINISH OHD - OVERHEAD DOOR - o1 - T OPT - OPTIONAL NiS QESfDE�kGE WILL 5'--- GOALS T RUSTED FL FLOOR - OVER T IST FIRS FLUOR - PLOURF:SCENT WiT�-4 �4 FIRE �ROTECT�ON SYSTEM THAT FOOT FOUND - FCU D AT I ON INCZ WILL S T R1CTL" CONFIRM !,!JlT4� NFP 3O � GYP GYPSUM LL ADDITIONAL NOTES: (1) THESE PLANS ARE DE5fGNED TO BE IN COMPLIANCE WITH THE '<. STANDARDS ESTABLISHED IN SECTION 1606 OF THE 2001 EDITION OF THE FLORIDA 8111>_DiflCs GORE. V/ • (2) THE BUILDING 15 LOCATED IN THE WiND BORNE DEBRIS REGION. _ - - , ## THE DESIGN SI-IALL 1NCDRPORATE 11`1PAST GLASS, ENGINEEREDD, PLYWOOD ++�� - _ r I WITH P�RMANENSHUTTERS, OR ABE RID�TUR� AFFIXED, HARDWARE.NUTTERS �J WALL SEC iON NUMBER (3) THE MAIN WiND FORGE RE515TINS SYSTEMS ARE DESIGNED a THAT THE T N DADS ASSOCIATED WITH A MINf!"1tA""1 [� Ca DIRECTIONV SECTION IS TAKEN SCHEDULENUMB 1 O WITI-1STAND THE WIND L WALL1 I Jl, I L SECTION 11_ PARTITION / BASIS WIND SPEED OF 120 MPH. (3 5ECCND GUST). t,1J�-tip. L1 I L! _ SHEET NUM[15ER ON WPICN THE SECTION IS DRALL'N CA1 THE WiND 1"1P8Rsi= F ANCACT�3Q GI-�.4LL BE (f) AS €'€R€;�G TABLE 160x0_ [� �— (5) THE BUILDiNG CATEGORY SHALL BE (II) AS PER ASCE TABLE 1-1- �]v' (6) THE BUILDING SHALL HAVE A WiND EXPOSURE CATEGORY OP "EXPOSURE C`- 14 - "-14 - C 1? THE BU f LD iNC SHALL HAVE AN INTERNAL PRESSURE COEFFICIENT OF C+-5 � GROSS-SECTION LETTER 5)FOR A/AN "PARTIALLY ENCLOSED" STRUCTURE. rEQUiPMENT SCHEDULE NUI"!BER DIRECTION THAT THE � ;„,�: THE COMPONENTS AND CLADDING HAVE BEEN SELECTED, SECTION IS TAKEN AND THEIR USE INCORPORATED INTO THE DESIGN AND _ SPECIFICATIONS, 1N ACCORDANCE WITH SECTION 1x006 OP THE CROSSSECTIONS FLORIDA BUILDING GODS. THEY SHALL MEET INTERIOR ZONE 5HEET NUMBER ON WHiCH THE SECTION 15 DRAWN AND 262 AND END ZONE PRESSURE 28-1. ALL W1!�ID AND DOORS SHALL BE DESIGNED WITH A MINIMUM PRESSURE [ OF R-30 psr. (9) GARAGE DOOR ARE TO '"FEET DESIGN PRESSURES BASED ON THE FLORIDA BUILDNG CODE AND (A5C3= '1-98)EXPOSURE G -- (10) SEE STRUCTURAL {N URAL. ENGINEERING SHEETS FOR DESIGN A P P R O V S T WINDOW SCHEDULE LETTER\ I � '� r �i{TY ()� �1�.�4i�1�.` F��1C DETAIL NUMBER oulu)ING orgic e DiEI A i L S SHEET NUMBER ON WHICH g1 8� 1l-THE DETAIL 15 DRAWN PROTECTION[ OF OPENINGS IN THE UJIND DIRECTION THAT TWE BORNE DE5RIS AREAS: --.�_—�-- ELEVATiON iS TAKEN DRAI1N BY: ELEVATION NUMBER OPTION 1 - BUILDING MAY T DESIGNED AS PARTIALLY OPENED_ 1 THIS IME ANS THAT THE BUILDINGS DESIGN ALLOWS IT mimAiD•G•/A•J•p• �,,, �f-'k�i Ql�s SHEET 'NUMBER ON WHICH DOOR SCHEDULE NUM5ER A WITHSTAND THE ACHE IAL PRESSURE BUILD UP WH i 1- SW ELEVATION iS DRAWN - AN OP'=N1NG 15 BREACHED. D 5Y- DOOR E OPTION 2 PLYWOOD SHUTTERS MAY BE USED BUT MUST BE A DATES MINIMUM �Il�o INCH THiCK, PRECUT WITH ANCHORAGE 10/09/02 SYSTEM IN PLACE FORE THE FINAL BUILDING INSPECTION. OPTION 3 - APPROvE'D 5HUTTERS CERTIFIED TO MEET WITHER -/--'ALEs None MIAMI-DADS OR SBGCI IMPACT TESTS. 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PLANTING AREA FOR GRAPE VINES LGATE 4'-0" 100.0g 1-TAX - ESTATE WALL ' nn sm L51DEWAL< LL 12" CLl4;=� Q)1 LANDSCAPE TO BE DETER"LINED BY OWNER V Q.l IcD 1 NOTE: TROPICAL PLANTS i.e., BANANA TREE5, [ BIRD5 OF PARADISE, PLUMBAGO, ,-IIBI5CIJ5 V AND OTPERS TO BE REUSED FROM EXISTINCs �— �40USE QJ ------ — ----- - - — BEACH _ AVENUE _ A8�fl TOTAL fMPERi"ffA5ILfT 1 i TYP PAVER DETAIL ESTATE WALL DETAI S FR4N1 YARD$ C)ETER11INED BY '�AvER TYPE— 'SAVER ' 5" CONC. BLK (TYP) �. XX WELL COMPACTED Q ER'IITE TREATED MILL DRAUIN 8'=': a '� 1" STCNE SCREENING ' �� � d M.J S"1.IW.D.C. a OR SAND dl F SAND 20"x10" CCNC.FTS W/ CHECKED BY= X (3) 4 CONT_ ROD ''' DATE: 10109102 PAVERS ARE CALCULATED AT 33% OF MFERI"[EAV L ITY SCALE: 1/411 = 11-011 JOB NUMBERS 4162 AfRCHlTECTUF,,,4L51TE FL ,4N REVISED: 10.2102 V4 DM No t