Loading...
Nicole Lane 87 REVISIONS, 13Y / DATE N.��o 469 Zo ra. a Y , _ 1 i , j J a4rrrrM L / O I INDEX OF i I 1 � , 1 f - o _ DfRAWING5 , w t A I 51TE PLAN 0 0 A Z FOUNDATION f=L AN ll 3 FIR6T FLOOR PLAN A 4 5ECONID FLOOR PLAN A ELEVATION5 .�_. . A 1 ELEU,4TION5 5GHEDUL � 5TV.At4clA 7 _ - `� � �Y• � ' ' J� - --i--- gyp+X i7.�'.1�� , PLAN5 • la4 1��y��f 3 ejcl':>4eol Z011 Lj P", V % --,Al Tf FFW'AY Y Tile- ��EA W7 a �P R 01 . CIT f p,Tt,ANp PvGw� �t Id C14,X ap THE �"V-fZr �u,�.o�r�� ;W tt4d G 9C a 9 r�,- ope :2 U ,At, :-O LJ 4 I-Y/ v� IL . of� B M r.�r.KiEta I C, 0 & DAM MALE 11 dt! J U L 91993 �F� , �. d �,,�, No. Building and Zoning W sSHEET � A 3 OF Si-SETS i i REV13ION8 BT / DATE 34'-8" ?X65 + 1'-4. OZ. lW V2xVXI9" ug 4" REIN. CONC. SLAB A.5.'S + 4'-0" O.G. (MIN, (2)/ 4„ 2X6'5 + 1'-4" O.G. Wf V2"Ok100 \ <I,1/ .'FIBER MEQ" WIN- BOARD ON BITUM,� W/ 'FIDE Ca'�C�6LAD � AD.'S + 4'-(a" OCG. (Mrt�l (J)/, , , r, ,•.•i, , F<A%CEME1R WIN. ARD ON 51TU I) V--- 0- - ! t r #, t,.�. 41 STUCCO ON PAPER BACK METAL LA4TN ON Ir]" CDX PLYWOOD STUCCO ON PAPER BACK tIETAL LAT14 ON V2• CDx PLYuk>oD I MIL f�DlYE1wLE++E d 4 a U Lb wVVR HEADER CLOCK Tip. t�/�r© Jr f - I 6' . �`• READER 5LOCK 'p , RE1rF. GOtdG. FOUTIi1Cs- �\, `� ,4K V-6'>008 3 b'8 d a Ili. CCxdC. Foo-TNG ` CaNT. AND (I) • 4* x • 9 CONT. AND (IJ 4 CRObBING + 4'-0 - ""„� � GJ�OSsp`�Cs • •4'-q9+ L;��-•.--�''•,.t 0 I I - � � O.C. ON CLEAN COM O.C. ON CLEAN COM•PAGTED SOIL. PAGTED SOIL.SECT[pn l p SECTIONLr75 I � E 3 . l I I 2XV5 AT 1'-4" OCG. ON P.T. PLATE - W/ !!2' 47'x IG"At3 + 4'-0" 2.Xl1�ta pi 1� �'Q.c.yi/ ( I I •� �_ u ► ► ii awrr..r� ��' o4. (MIR TWO/ BOARD) �sl x lo'A.g s u 3 7 it -roll 41.OtCG.CHIN.T,;�/ ,rrp) I� EXP. MATERIAL 4" REM GONG. SLA25 I I W/ TIBER MESH" REIN U 4" ITF. CA:* G SLAB i~vU1�CEt'iENIT 4 KFIr ct�r =t�� t y/ W/ "FIBER MESH' WIN- I I I -c+ ° t� r1i~�I-I fit- GI-�Et FORG �10�'�It�1��J r1 �/:~�'E~ �oN�l. Pd.YtT�tL�NI ' ,, ti•'; /,y - JAC �A1iJC. (3) "5'S CONT. ! Z'�o Z'- ,- / ` IihF, cotrtc, FOOT_rr,� �A I - v ►� TION \ \ SECTION �- _ I a 411 �-\ 4" tt F. C X4C. SLA5 lW "FIBER MESHO REM- 5 REBAR F�7RGEMENT I --t4 < <> 00 I : !� �Iwcp, i•1E KIwINF SYUGGp 9U Pew K fid. ►b-rN ✓K % = 4 , � d �� LO BErt.vW Gam` (2) 5 REBAR CONT. -70 "�• 47 1 i SECTION( I 1 i� GI 145 loo �N �V � �, �i r r- G� A�L ISE e�'.S To pL AGS v Frz TANG �t�,!h ttT To ;-io',.vIt �__ • cn TSE I I Y , A ! ItJ.�rr�c. Fel NG, I , x I'•c/ �/ 5'4 I to - d o' S ¢'-ol D.C. c; W 6L,�AN *a. ( i r ;r? �.n -1411 . I 5ECTION I I N — I I odor, ' I I Ssi, El DATE ,f►-5►► 4'-3" S'-O" Irv'-O" '-411 `t, ',•�t - ; SCALE 1/411 NOTE : ALL SLA5S SHALL 5E 4' IN DEP'T14 , 2,$ 00 P.S.I. REINFORCED JOB r10. C.J3�8 GONGRIrTE OK CLI►ANEQ , NSF TREATED , COMPACTED FILL. UNLESS OTHERWISE NOTE► ( ,600 P.St CONC. RE NFORCED W/ 6X6110-10 t11WM OR M.�AGTUIRER 5FEGIFIED " ITIBER F'(1=°•�N° SHALL BE AGGEPTABLE.) � ' � h 1/4" 1'-0' y LF r Ut 8HE1=t8 . -,% j � i v G 341-51t REYI31ON3 E3Y / DATE �� 11'-O" 3'-61 l Ao GENERAL NOTES & RE UIREMEN S _ r f 1. The construction work shall comply with all Federal, State and Luca] regulations as they apply to this project along with all the requirements of the Standard _ '� _ _ __ Code Congress, latest edition. -9 / BuildingCode, Southern Building Co gr , A5 2. Provide G.F.I, circuits at all outside and bathroom receptacles. 1l.r. I 5'- 4'-4" 3. Do not scale the drawings, Dimensions shall govern in all instances. Report any discrepancies to the Architect before proceeding with the work, m68 a�PA83 ; I 4 3�-011 4. Plans assume all soil bearing capacity 2500PSF. if site conditions exist to the <# �; �' ( � contrary, notify Architect in writing before proceeding with the work, �� 0O � ;•`, _ 5, The entire area under and within 5.'-0" outside of the building, drives and walks shall be cleared of all topsoil trees, vegetation, roots and other organic matter prior to startingconstruction, w 42 RO CLEA CE < FII ACE TO I r (7) 3m8� 1~R / '"�'~� U c,a � 6. Fill the site as required with good clean granular sand in loose layers CHOSEN 5Y c TRACTOR between 12 and 24 inches and compact by vibratory LZ rollers to 95% of maximum dry I W d4 density as determined by a modified Proctor Compaction Test (ASTM D-1557). Verify Compaction results with tests by a Florida Registered Testing Laboratory. Proof roll the P area under the building prior to filling. 7. Treat the entire area under and within 5'-Y' of the building for subterranean ao 3V.31-011 termites. Provide renewable bond against such damage for a period of one. (1) year _ c�a following date of final completion. GA 001 ®LA A MW 8. Provide (4) concrete cylinder tests for each 50 cubic yards or fraction thereof e � � • of concrete placed.in foundations, columns, beams and supported stabs. VAULT -- -- 9. All concrete shall achieve 2500 P.S.Lf bearing capacity in 28 days. All I concrete shall be ready-mixed in accordance with A.S.T.M. specifications. - � 10. All reinforcing steel shall be new billet, deformed steel A-S.T.M. A-615 } Grade 60. 116'-6" 5 -5" 7'-10, 11. Slope all sidewalks away from building at 1/4" per IW'. Light broom finish I all sidewalks, stairs, and ramps. Score concrete in pattern indicated. Bullnose all exposed WINE�c�� LINE of FLOOR v conc41 rete edges. See architectural floor plan for pattern. / �s 12. All concrete floors shall receive a smooth trowel finish except as noted. 13. Provide W"asphalt impregnated expansion joint wherever concrete slabs butt r I s, any vertical structure. y � 4070 SH 14. All lumber in contact with masonry or concrete shall be pressure treated, _ 1S'. 'Subcontractors shall be responsible for protecting adjacent structures, A•, 9' eLU equipment, streets, sidewalks, landscaping and existing construction. $ 1 KITCHEN 16. All shelving shall be ventilated vinyl coated steel rod supported at 36" O.C• max. All closets to receive one (1) shelf, All linen, broom and pantry closets to receive four (4) shelves. L 17. All water piping within residence shall have vacuum breakers. _ -' DINING R ROOM 18. All trusses shall be T-0" centers with temporary and final bracing in strict O 1 `' - 1m' CLCI I �t accordance with the manufacturer's specifications. Roof trusses shall be designed and 1 certified by a Florida Registered Professional Engineer. Submit shop drawings for approval 766e r prior to fabricating trusses. All bearing walls shall be 2x4 stud framing unless noted 3'-10" '-10' -104 '-6`� 18'-0" otherwise.. Corners and bearing points shall be filled solid with jacks and spiked. Top bearing plate shall be continuous with lapped joints and corners. Provide outriggers on all -- gable ends. Strap each truss to top bearing plate and 2'-0" down onto 2x4 stud @ 4'-0" =� O.C. and at corners. See roof plan for general layout and pitch. A roved shopdrawin s - shall su ercede this framingplan. 1 19. Ceramic tile; interior, coefficient of friction minimum (min.) .6; exterior uses STAIRS: --� and interior -- wet. coefficient of friction min. .8, unglazed. 18 R • 1b„ � 15T 1025 • 20. This is a "Builder's Set" of construction drawings, It is not the ioteut of these in NOSWG .r drawings to show every detail of construction. The builder shall be responsible for = UP supplying additional and/or supplemental information required for this project, It shall be , FOYE the. builders responsibility to check, verify and coordinate dimensions, bearing points and , �� _ 20'-�„ r�1 loads, construction details, notes and all phases of construction required to complete this - project. All finish and equipment selections shall be verified with the owneribuilder. 3® N 21. Prior to commencement of site work, the contractor shall be responsible to locate all utilities and irrigation lines and report any conflict with this set of plans in writing to architect. \9 1 El !W I r 0) 2" 44' 1 I 16010 OHP DRAllt�l - 30 0 SH CHECKED 4'-5" 4'-3" 3'-2" 4'-10" lrv'-011 DATE 5,-all 2&'-411 AREA: SCALE _ „ HEATED AREA /�• - 1 35'-P�" GROUND FLOOR 1515 SQ.FT. J0 NO. 9318 SECOND FLOOR 529, BQ.FT. „\ ( cJ� �.0� �.,�� TOTAL HEATED 2401 Q T _ Y' ; ti, 3181=LFL 1 . GARAGE 409 SQ FT SHEET v.au • ��-�” 5ALCONY/COY. 349 SQ.FT " PORCH TOTAL 31r05 SQF 3HEEt8 u. i fF FREVISIONS BY / DATE A6 ;C ! 111VMN``. Vt-'E'u-!�rTl�A- m W jZt7it- 'Cvp1-� 1Z4'� N�1t� 1. F3Y. �1 Yl V-1-8 :�o I�arL 111 We-l. ! 3 LU�f, UNI't<, GSM- po9T5 ; "IZ �h Ao I l�P 1tJ'Ya L.Y�T. CONIC. \ �#f GoLIt -T5:K" R AAMI 9 WWII � �ylp� � L1Yr�'11t�1 ►N,TPrM . toN FIFO- MRC-ii � 1F1 ALL bIt�CT1nt is. � off, �.ev G1l;:K� .I's-'1"1 L;� yid ov�lu�� NGr Ft�H UNTEX fVA00N a y,�.t,V it1 Al t. biR CTI[7t 15. - �'� le,WEM r 14/0.1144 F+•.6cA404G_ \ +h S &I��n�{ �uW D�OOrl � a�r CA 0,.oza&,A)P rT 77 r - '47 ell c � I GArte,.. 6ARAGE . .. Er l DINING ROOM 5ET I OH Mw / a \,A4 , 8 E D 120 01„1 #3 s' cLG '-11" '-8" 10 � m in A 6068 �ti�� � _ BIFOLD �- Sz DN 3®68 { -L—LL I I j I ePLANT SHLF, 3068 FIXED (2) 3068 3068 FIXED - I6' FLOOR TRUSSES • 2'-0' O.C. \Q TO 26bFi 5ELOI,U oc 5E D ROOM (TYR.) 9' CLG , STAIRS p •. i - 9 305go 9 '-O' 4'- 2O'-4" �'3•In' X ib' GLUELAf 1 Q (2) 3068 FR 2 IX 10's w lb' O i. A4 SECOND FLOOR HRAMINGr FLAN _ ��. �200F P�.,�N 05 QNNZ 4:-511 �'-�" 3'.-2'� lO'_>a" 13'.,2�� ORAuN J5 NOTE: PRIOR TO TRUSS FABRICATION, THE CONTRACTOR SHALL BE RESPONSIBLE � \ CHECKED TO PROVIDE A SIGNED / SEALED SET 35 -0u OF TRUSS DRAWINGS TO THE ARCHITECT. PATE - ALL SID]? WALL FINISHES SHALL END 1 1r1" OFF 01^ � COND FLOOR FLAN I `l SCALE NOTE ALL ROOF SUIWACES. THE CONTRACTOR SHALL BE RESPONSIBLE TO FLASH AND COUNTER FLASH 114' , i'.�' ,�,,,, JOB NO. JUNCTURES OF SIDEWALLS 4 ROOFS. PARTICULAR 10 t 9318 ' ATTENTION SHALL BE GIVEN FLAS44ING .AND COUNTER •fir , C.4.D"D. 31��1��2 FLASHING OF ALL EXTERIOR DOOR$. •, r EET 1 „ r , 4Wr . ' 1 of 5wEf!T5 1ll r 77 'I _ REVISIONS 8Y / DATs 1 1 1 •d T e TT J f j It r �l�C'.iG..Y>,..-�C.'G�JC.••C`�G 3—+•`C"`e �.!1-r-vr'��-t.•r r'J^.� � � J .1 •.� ' I .1 J ' ' - r I V - y,�, � _�.� .� _. .. ___ �,...R _, ..f.�G.��C1._Y�X-�_,C LLy.-aC•'.r?_..�ar�..._ _ "�'.�•�-� J"..—r vy,r]�"7�'� I � ' l ' �•r, . � wi n -1 r" iµr- r__ta`'�-4--���;_. I ��•'� -� r� ' "'mow • 1 i i � ! i ' � i , � .'mss.,•` ! 1 1 ' I ��,\ �z fin``��'�".. i i I � F s y � j..• y-•W' Y J'•.l�"1y�V .r J'Y J"J'... w ✓ �•,.p�..r,.� 4 �...� - - �Az,�• .. TT •r: ..-I . . . 9 . � , {•.a �� ',j •_ T+__�4 r � (�-••r---�• I --�-'_.�—��I �i ��� -y:! _�rC',"1=.._.L_.._.C....�__..�._�."`:�'�_.0"�..t�'�:'�.�".___-��-._�..._...L��--- �"`_� r�;• t ' iLT ,-.,� r--', ,►•Jw...�.....�.�.�:�.xe � :�r_ F•- ���1"-� t �..�._'��. �=`r�- I � I �i� I � � r i � r{ j { - ,. r r - r.._._ �� .}r}.���✓' ,.� rr r� A.r r 1 c;'.tr 'a.tirC' .C,>rr w. t � � � � � .. I i J r- 1 ' I I _ `1 DAT I _ SCALE 1/41 �= JOB NO. � rrr 3NE>rT � > /y } r n , OF SHhI=TB k ,. .. ,.. ,�......,. ... � .,_.._.. .._..,--...,,. ._.--........_ ,,....... ,...............,.._„..._... .,. ....�...-.....-_,...,,...�—_...«,z w^.�... ..,..... ,-...,._.. .... ,.. ..........,..,....._ ......�... � t./sir i -------------- REVISIONS BY DATE S .s: �. E a 14 m ' a 41. ..i C> � .r- Ll _ • , .-- � , ; ii .,�. � � � 1 � � � � T -rte�_.,� • -_..� 1 I i f - 1 l••- 1 i f 1' r-i .r�, - y� L-�� •� l^•���`' 1� v- ,.-• -.+�✓-.r - -. r t ., rr, ... � ' �. �.1^,�. f-i-•�.•v-• ... `� � .^�� v._ ,L,.i -4- t t...,.� � I 1 ( j 1 i , � � , � I j .� 1 r- , , r _�__._�._ - r -- - r�!_�[.��+_C12�c.Y..�. ��"f..��.._..r-�__._.l c-�r:1w_G•r._._-,._.�._-_ -__. _ .-. �__ ..__._ Y _ _. .. _. _ __._ _.__. - - _ .. .. . � _ ..�Y .... I 1 ; � ....—._,._..,..-_..._._.��. .�w. —�---�� v ,Y t.r �vr�� �� .rt��r .�J���— ��� ti^'r—✓-....r'.✓^.r—r.✓'_.. r_'rr ^.,� I"�.,�J� �-,{.^'.F1 -..�,,,,.�- ,�-...�. �,� Y.. .�..�•„M ✓•.�.,.�.rY v�^'til v •4�,. �„J..y... �_y, V 7 F Ti IF- T J. a!� -71 It -sem DRALLNr�. r. � . t 'C , DATE 2 -93 f , Ile, 77 -L .L--t • 1/� �! '�� �q.. ►�� '_o -SCALE SHEET - J t i , REVISIONS BY ! PATE t if I L �., I 3 rtiLa vN 41,,vio r M pE�1 g 7"t!-12 ON *F'tD � �- 0 Ap� Hv' pia oN war p n oN -+ho SEL•� EXT.Gr til~ pti. v. �P "6/8r X7 Gt GE Co. CP rit.� • " 3.G. --•-, ,^-'{..� f'{"Le'ENU 7 k!.•ir� Lr�a•y!o�/� ; NZ •G. 12 ux H u a B t d� 149.x I �7 NU 1x4 Kit 1caM �T►Ca•P .TK�1s4 " I'1 'TaL yfKAp .41.v'v.6. x P Zx 0' /1 2A-x t h ETd•l- yT tca,p @ �'�v'';v c. 1 Z !'t7 W!Qrt o rl.: t=cry _ p.LttM.�t4 ont _. - Z GWt�oN t��1 Ix (o F47cIA k'Z. 2Xd yuPr F+�SGI p► XtUD•FMeiIK(p i���T v Kbl�lr Pl- W tT 1 J r.-AT:G ire•n PLyw p �/ q coN� vENTu f ucTVgwl qa caNT, vF,NT�1f►t T RSG+j '7/aN uE NAIL. ellIIAHT5p, Mot,y -- '-)TUGGo ON PAPER- STUC.fo ON PapE1Z� �KEP METAL LA.i N �KEt7 METAL La N WI 1"1 - oN R tto'h Il-4d 0•G. Lg/ = 19 INytaL.• idea 0, A Wv e.410�. Ca 'Igo 0x IU't�.l 'aG�.4roG. ► s Q it t�!~YaL STIP ? 1't h"�EYaL 3Ti �► �}+-a" p.G. - iZ-61 L..eoHr.G, f5 W q'.Q" _. 4 p-,Elr� CONG �,LA� L4/ p4FIP��R M hN" �Nt=oR1CMENT IU �j 5 t�CGv T o c.' !' I,o�J dtz ''F i t3!~R rt E ti H N F v K C�-!t~t uGGo T v cra 66t►at J ZAVa . -•-red I / "•/„ G � �`� /00F 7112, SEE FC71 NVkT 10 H t71~TAJ C. �pUNfl�TION t75TWL. a p>> Q �,l• •u �•;a DRAWN It W( m un or] R COCKED 51E CT I orl a DATE • SC-ALS ' 7_1 - CA D.D. l ,I• r �z 1 k REVISION$ 13Y / VATS Nb I I � ELECTRICAL. LEGEND I � I 0- 110V DUPLEX RECEPTACLE SINGLE POLE SWITCH _ I I {p d= 110V DUPLEX 1/2 SWITCHED03 3 WAY SWITCH ~ I - I 110V DUPLEX GROUND FAULT � SWITG-I WITH DIMMER 110V DUPLEX WATER PROOF ° (D--- 220V RECEPTACLE EXHAUST FAN x , � SAN / LIGHT cortBo � . (D COUNTER TOP DUPLEX RECEPTACLE MOUNTED 4 42° AFF. ❑i JUNCTION 5Ox FLOOR MOUNT RECEPTACLE �° SMOKE DETECTOR � DEDICATED CIRCUIT" OT CAS-E TV CEILING MOUNT INCANDESCENT S PHONE cY DISCONNECT r■e� r { - WALL MOUNT INCANDESCENT pQ�1. �ivtiTlNC� rrg r 8 METER •• .: r - RECESSED INCANDESCENT TSTTAT THERM03TAT - � WATER PROOF INCANDESCENT pOs" SPEAKER - EYEBALL ELECTRICAL PANEL EXTERIOR FLOOD LIGHTS CEILING FAN (PRE-WIRE) --- -� FLUORESCENT TUBE SUWACE OR PENDANT MOUNT TRACK LIGHTS �� ���L F.•I GN tIs1G 5-LECTRICAL NOTES 4 L ALL WIRING AND EQUIPMENT SHALL CONFORM TO N.E.C. , ALL LOCAL RULES AND - }� ORDINANCES OF LOCAL GOVERNING BODIES —" HAVING JURISDICTION . x 2. ALL. WIRING AND EQUIPMENT SHALL CGTFOR-I TO O.S.NA GUIDLINES WHERE APPLICABLE. 3. PROVIDE AND INSTALL SMOKE DETECTORS , HARD-WIRED W/ 15ATTF-RY BACK-UP. I 4. MINIMUM BRANCH CIRCUIT Win 31ZE s 14, \ L / \ ;t 5. ALL FANS SMALL BE INSTALLED W/ RHEOSTATS. 6, THE CONTRACTOR SHALL VERIFY LOCATION 1 OF ELECTRICAL SERVICE W/ LOCAL UTILITY. ! � 1. PROVIDE G.F.I. OUTLETS AT EXTERIOR, AND W G�i BATHS GARAGE , AND KITCHEN AS REQUIRED BY 2H N.E.C. I ( g g, CONDUCTORS AND CIRCUIT BREAKERS SHALL BE � VERIFIED BY CONTRACTOR WITH EQUIPMENT MANU- FACTURERS SPECIFICATIONS. J 9. NO ALUMINUM CONDUCTORS SMALL BE USED. / ��zq 491 APU G12LL F1-p rr 4 ete 1 , I DRAUN 4- 1910- wr-, I I C�-LECKED ElDAM r- JOB No Oft 9 18 Ci�O�L�1�lII FLOORELECTRICAL L S Opp FLOOR ELECTRICAL PLAN - t1"r� 4 yOF .. -mom,..: ,. .-.,.....,.... ...._... .., t