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SELVA MARINA DR 1665 (2) i x - APP m al N»�N .....M�� NNN ...»»..N..NNNN...NAt 3 c7 N N 1 , I i� I ( � t { ( { f 1 k CPO_ ! i i -- ----__ — Ilk i ' , iJ I { i ! i I ( -�-•-- � / Tis'h3'.ilR.E'A-c1�c..`!a�'Q'— ' — ------ �_ _ � � `.' i r , 1 { ' Cassia c y_3l 3=; I 2 � j r � i 1 -�= .�.'_c.y � .tel/ z�• .� �---/ v �l _.. . _. ��r _. . � � �.: F�F APPROVED MY of ATZN=BEAM r : _ '•' f N IDL U FRINT SERVICE 1-7t J•.:S!.._.. _. -__ 1. .. �• - , .h i A • � q C� � \t\\.1•..11\..\\1N\N`~• N _ / / / � `� - _. •ttt lata••••"1"• CDIt 3' G'� 3�_�,v �:. �� //— �v � Q.i , � 7- 1 I t ' ' `_—" --. ---'-- _--_---'_ .,,,... ....-t w .:p.,.,ar:? t., -�- r..i..:ry. :: --- -:b�4•=.,.wi.Y.`w0. cJ1ra.}'�:i_i_a.�L�p __ � - , /� � � � I 3a6 GAll , .►n,•y n.- �.� ..,' ;.Y..r .-k.._... •+:•'SM+••.�. x _ - _':_—._�L.-'"--- ♦ r —' � _ 1,t��j �Y���^�d 3F—�X/�. , 3 • a` , � _-_ _ srs<_s- � .ao..a -y" ' l ; -,•- �./!///V Q. i �'��fyt. � � � ' ! .G. 'r'::c:r,.. wc_:,.« .>7+; sr4.rr'•... A7 /„'7 V � t \�•. l r ! !. 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G.1 iC.A,iG.e�� .y..=.l,.�'.11....- - i _>f - - - 5 - .. .: ... ,'' ._ ,. .,. .; _. - .. .r a •�.� : .. .. �� - ._+%,• �. 1. .. ,_ �.. ... -:-..-. -<. :•. _ ._ ..•.':"r•...•+- y:.t-"•-•-- •r - �'Yzr'C APP mitten ........... . - •...........•• • N• DATE: rn .19I�6.. .•.F7� •. • • .. NNN/N.NNM�NM • - JL ll,_ CD x- _ _. 1 rr f ;;=A c--.E .2 914 x, le fs f a 1 • I „f cJ id 61 Ll I M L:J z a,-r \g&20 ZR.O.S ZOUTKXI D Rf f [ 4 a 5.0� �.�•� • • WILLIS x CONTRACTORS ► INC . o94 ' 20' SRL - — — I •+ N Q7 d' N m � V —� r co DITC 5 I z ?+ O 50 EASEM1'1T�_ I Y \46' `s Lij �, w V1 U0,\ 44 ��, W A rf1 O C�I 16'x24' POOL SHOWER :' .'y I 19 _2 112ITH 26'x32WS�JRROUND �' � � � s W ~ J U W W I -t ,__ O M ol co r;I I� C T/1 0 I � V1 CQ SITE PLAN :La 75 T �-- for w CQ io co C.� ,2 THE VANNOY RESIDENCE 0 I on w ^Ah{M{o Tlsm�iif must bd barricaded , a minimum of 5 it.from the trunk of each Q S tr^,e. Barricades most to installed BEFORE LOT V v o O co2 t 1.- '•, i clearing and remain in place dunng t � ~.. 1 _ ��� 1 ALL phases of construction:' V I+ F A P,P R O V BEACN l p 4' CITY I ING � } � � 9UIt_DING OFFICE � En 17 ReMOvaI Approved as Noted �N 3 01992 �' Bye, :4 7 I p f3 , o �, 22 24 27 �\`TA � _ N ,{ \ , 3 CQ`PNp�,N 1992 t/� 2 C f,�iiif,:«��F 1 � � . 6 5 ,a Lf t4- tK6y DRAWN BY: 2s.00• \ 00 BJC 48.47' DESIGNED BY: \ a B J C �s SCALE: 1" 10' s t DATE: Building and Zoning MAY 27. 1892 JOB NO. S �- V A 92125 R T SHEET N0. S1 of 1 A O 85-00' ��� �, • WILLIS- 0 ' CO NTRACTORS INC . � 1 � A 20' BRL L t6 V r+ NQ'1d� �flmti i I r 1 co - Q DITCH – 50' eAs n� ----� A. 46, Aetn5i 52ao w S OWER 1T-8 1/ r^ Q W VJ � ( 16'x24' POOL — WITH W J U W I 26'x32 SURROUND: I W J Q 43 �-- - I �- o H Z z cel �nl � e IDI co I. .0 CQ CQ �n o — w CV o SITE FLAN C/D i for CQ ;0 co co " THE VANNOY RESIDENCE 1 0 o 1 on w LOT 82 o 1 I FF—ii ° 0 Z6 U 1 I p R o ,� I 1 ,A O� A��AN 1�NC NFF1C - 21'-6 C,PI ANN�NG R ~-7 17 wN 9 13 �� E- 20 20 3 'b . ' e 1 � w 1 1 22 2 27 H co (D 0 c� MAWS CONTRACTORS, INC. �2 CONSTRUCTION PLANS' w ry Approved for Construction CQ C CQ DRAWN BY: 40 BJC DESIGNED BY: BJC 1 JUN 161992 SCALE: Building and Zoning �" a 10' DATE: MAY 27. 1992 S �-- V A M A JOB NO. o U '(" 92125 SHEET N0. S1 of 1 z � a ��( MIN V4 cit 03 V a 0 N 12' PLATE r 0 � STUCCO .-4 10' PLATE 9' PLATE _Q 9' PLATE a . Al LL-Lij ILLij 0 U e 0 O FLOOR ELEVATION o O FLOOR ELEVATION rZ+ APPROX. GRADE 'Q APPROX. GRADE A AC FREAK ELEVATION � SCALE: 1/4' = 1'-0' • � co W w C\l 0 co 12 � v w o . � --- — - - METAL CHIMNEY GAP - - --__ ----- -- -- -..__-- --- .— --_- -- _ w ro FIBERGLASS SHINGLES 01 - �- -- - -� - 12' PLATE --a GALV. DRIP ON - -- - ---- _ -_-_ - -- - � - _ - -- -- - -- _- - � - _- - _- P.T. I'x2' NAILER OVER _ ----- _ - - -� - - - - -- CEDAR 1'x6' FAGSIA --- ---- --- --- _ - - -- - 0 10' PL ATE 10' PLATE - - - - _ _ _ �. ^ 1 E SMOOTH FINISH STUCCO --- - - -- --- ® ® ® --__--_--- _--- --_ - � -+_-- 0 9' PLATE W w H STUCCO QUOINS w � STUCCO COLUMNS to FLOOR ELEVATION DRAWN BY. ELEVATION 5JG DESIGNED BY: APPROX. GRADE 5iC scAl�: FRONT ELEVATION 1/49 = 11-01 DATE: MAY 21 1992 JOB NO. 92125 SHEET N0. A2 of 5 • O A mk .-� AtOl � hmti 12' PLATE •-♦ 10' PLATE CS 0 V PLATE a LLIJ o . . v e w OPT. 5UMMER KIT. Z FLOOR ELEVATION APPROX. GRADE W A O met SIDE ELEVATION SCALE: 1/4 =1'-m" U ' • FOR TYPICAL NOTES, MATERIALS AND DIMENSIONS SEE FRONT ELEVATION ON SHEET 2 OF 5 � YC/-)� 021 0 W w 02 z to 0 w o • � Q � V co �--� m o � 0 • V 1 c� w Ilnn w � V1 � o r' � o c:6ti a� n l ,b w H C) C/"D EHE El w 0 U) Lo FEI] 0 0 0 T-4 El F1711 0 FO F0 0 FE711 MECQ DRAWN BY: Ll ❑ o❑ ❑ ❑ ❑ ❑ ❑ ❑ BJc DESIGNED BY: BJC SCALE: 1/4' 1'-0' DATE: LEFT SIDE ELEVATION MAY 21 1992 SCALE: 1/4' =1'-0' JOB N0. 92125 SHEET N0. A3 of 5 j i I i — i I 64'-4' j A 19'-10' 34'-4' ---- - I I _4 11 1w-- _ - - - �- ti '-5 5'-4' '-5 - 16'-10, '-O 5'-t' ' S'-0' 24'-3' 3 1 . — + � RECESS SLAB 4' I I I FOR SHOWER 'n I I I I —� d d ,_ .I I r 73 Nj I I l - i 12 STEP 41 UT u }- oe H-5 DR 1 �� /2" X 1'-4" THICKENED - `t I I O O w Z SLAB W/ (2) 04's CONT. -, — — \ I -2' 6'-4' _♦_8'-6' 6'-4' I (2) 6' TEP II - - - - - - - i 1 1 e l l W Cn • i I \ \ 4' CONCRETE SLAB W/ I I I I A 8 MU ON _ 6X6,W1.4XW1.4 WWM 1 OVER CONTINUOUS VAPOR I I I O �!• RAFTER TRU56 FLAN I I � r-b 0 W/ I I I I BARRIER ON TREATED AND SCALE- 1/a'=1�-0' I 2104's CO I COMPACTED FILL '-4' 2'-8' 24'-10' I I r I 1 _ r r l� - - tt I - - - - - - - - - - - - - I o 14'-4' I I' 13'-©' '- 31'-0' I A/C PAD Q-; I --L--�— - 4' CONCRETE SLAB I I-� - -- 1 �— ;� W/ 8'. X 8" TURNED I CIO DOWN EDGE W/ (U 04 GONt. -+ u l?) 6' STEP I � 12" X 1'-4" THICKENED I I I ^ \ W d' r, --- -- ---- - --_-- - - - v I I CLOSETS ME LAYOUT I I SLAB W/ (2) 04's CO*. I I W � - ---- ---- ----- I I ELEV. AS S EP I = I I I I I I I ► o I I � I �-• rn - - - - - vo U Fri � _ � co I F - ( RECESS SLAB 4 i - - - -- FOR SHOWER - , - - - - - J I j I I I _ — J 1 I I I I - - i - - - - I w , CURB 0 I I I - i L — r I ! - -- -� L- - - -- - _j r _ .o -_3x r, 5� I v I I Ii I �3 i � C:6 _ l'-8' 4'-4' '-1 6'-6' 12'-0' 6'-6• Q H -- ------- -- - 12'-8' 25'-0' I ---- -- - — 64'-4' ' w o -- - N FOUNDATION FLAN � DRAIPN BY: - ' Bic SCALE: 1/a'=1'-0' DESIGNED BY:. I BJG I SCALE: DATE: I ' MAY 21, 1992 JOB NO. 92125 j ;EJL 11� G JOIST FLAN sxEET NO. SCALE: 1/a'= 1`-,a' A4 of 5 64'-4' 10'-2' 19'-10' 34'-4' 4'-0' 5'-1' 5'-0' 4'-11' 2'-10' 1 3'-6' 13'-0' 2'-11' 2'-2' 2'-2' 2'-9' 6'-5' SQUARE FOOTAGE 3060 SH W/ 306 SH W/ EQ IP. A/C 2W3 18' T NS L18' t NS 305 SH GARA 6 $90 2'6' LANAI 331 0 Q ENTRY 163 FL OR B � #� TOTAL 3,06'1 0 S' CLG a , 0 1 � � ate 121 -611 x 131 - 1011 0 Lin N �9 2101 - 0 N FAMILY 0 e� ROOM 12' CLCD 2'6' 141 - 61, X 1-11 - 011 Z z y (V ' V 0 m 1m I I , 4'-,a' 2'-S'- 2'-2' 2'-0" 2'-2' 10' CLG ��� - 1- - - � reakfa st _ LANAI4060 5H @ nook A/z, I 2'6' Q V ��-1 Qs 12' CLCa N 12' CLCD N SITTING s N- 101 -411 X 131 - 411 �� EDRcom 03 KITCHEN I LCA AREA/� REF 3�-4' �o'-1C' 6'-8'�9 �� _ 12' CLCD z 2'6' w/ 12'0'x8'0' SL GL W/ ctl I 12 � - � 11 12 � - �11 cp 18' TRANS 18' TRANS A5V DW I 1 11 1 11 I `t .0 - 9'-6' X 5'-4' 13 - X14 - 4 O 13'-6' 13'-(0' 3 5'-8' 9'-S 2'-(d �0'-2' (o' Pik -lm' = nl WALL n OVEN N I PQ vn,! L I V I1� G @ 1 ti MIRROR BY-PASS A �L MASTER SUITE a 12' CLCs --- P __ - - - - - - - - - - o N 10 CLCs 1 - ,{ u X 1 1 - 8 n DESK PANTRY CLOSET 04 n, 0 131 - 011 X ]& I - Q11 �t � � (y- 0 y- N CIQ _ est bat a �' 02 o 214' POCKET `' m �- — — — — — — — 2.8. 21 . 2'6' W d' CD . FOYER 11' cLCs w o - to 4 3 -S -m 2 4 S -1(d 1 - 121-21 ® '-2' O' 2'I 4 '-6' 4'--1` • I"'� c� ol 3 v � \ w lu w I v WIC 1- N I �9 w I .b C UEST BEDROO1``� ? I 9 CLG v w -— 310' W/ SI ELICsHTS I I I I `� D =1 1 t• 1 - 1011 - 1 0 11 x 111 - 011 1 1 - 0 11 4TRNS. ROVE 12' CLCs 218' W N n� 1 n 12 - � X 141 -011 Q KNEE master SPACE 0 ba th '10K 10' CLCD 3060 sH W/ U 0 12' TRANSOM alp STEP O e ENT �t'N Su 12' C Cx 10 Q) z F o GARAGE � w .-4 9 CLCD ►_.. IN E- (D GLASS LOCK 1 - 11 �0 C� 24X 221 -011 , w to 01 cv. DRAWN BY: BJC DESIGNED BY.- Bic Y: BJC SCALE: e 1/4' = 1'-0' 5'-0'llll DATE: (2) 306m SH MAY 2� 1992 2'-2' 2'-0' 4'-4' 12'-m' 6'-6' JOB NO. 12'-4' 25'-m' 92125 64'-4' SHEET N0. Al of 5 V� . 12 NOTES FIBERGLASS SHINGLES ON 6 15# FELT OVER S 1/2" PLYWOOD SHEATHING ON 2 —pI' STUD REQUIREMENTS FOR #2 SPF ROOF TRUSSES 0 24" O.C. OR CONVENTIONAL FRAMING ( ALL TOP PLATES #2 YP OR #2 SPF ) p0 , METAL HURRICANE CLIP 4,. �a R-30 INSULATION W/ 8' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) (1 ® EACH TRUSS) � 2" POSITIVE AIRSPACE , UNDER SHEATHING GALV. METAL DRIP ON 2 O * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS P.T. 1"x2" NAILER OVER * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS 2"x CEDAR FASCIA * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS (2) 2"x4" #2 TOP PLATE P.T. 1 'x6 s FOR SOFFIT W/ 2" CONT. A 9' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) SCREENED VENT aM, * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS 1"x4" FRIEZE BOARD 1/2" GYPSUM BOARD .+ N o1 •� �n * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS w * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS J w * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS a3 J 10' HIGH EXTERIOR WALLS (MIN 2x4-12" O.C.) w w * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS N * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS SMOOTH FINISH STUCCO ON I + * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS METAL LATH ON SHEATHING N a w * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS OR WOOD SIDING OVER "TYVEK" ofp (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) VAPOR BARRIER OVER > U 2"x4" SPF STUDS 0 16" O.C. R-11 BATT INSULATION _ TO 8'-0" PLATE HIEGHT. O 11 ' HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) (SEE NOTES ON NEXT SHEET FOR PLATES ABOVE 8'-0") LIJ * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS Z * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS * 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS W " * 4-2x6 -STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS 2"x4" P.T. BOTTOM PLATE W/ _j V W » 1/2"x8" ANCHOR BOLT 0 6'0" O.C. H 12 HIGH EXTERIOR WALLS (MIN 2x6—16" O.C.) BASE MOULD zo Z * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS c) Z * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS 4" CONCRETE SLAB W V j * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS 8" C.M.U. HEADER BLOCK •—: / FIBERMESH REINF. GRADE * 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS ( 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) cv Cn N O 8" C.M.U. FOUNDATION WALL I o x m V/ w cv z ( �' 6 MIL VAPOR BARRIER OVER N m TREATED & COMPACTED FILL o . N cr:) .O. x16 CR TE FOOTING W/ 2 # ' CONTINUOUS mq cq STUD REQUIREMENTS FOR EXTERIOR VAULTED WALL AREAS 1'-8" Q o * DO NOT USE GABLE END TRUSSES Y) U 1 #4 CONT. ivw v * SIZE & SPACING OF STUDS SHOULD BE DETERMINED * 4" CONCRETE SLAB W/ V 1 * BY SPECIES & GRADE % HEIGHT OF WALL * ,n FIBERMESH REINF. TYPICAL WALL SECTION a' * ALL STUDS IN EXTERIOR VAULTED WALLS * q * MUST BE CONTINUOUS TO BOTTOM CHORD * OF VAULTED TRUSS OR RAFTER MEMBER * g" 6 MIL VAPOR BARRIER OVER /1 TREATED AND COMPACTED FILL \ C:6 ti � 1x4 BRACES 0 48" O.C. 8' L 5 1 /2 l l`� •--' � SCALE: 3/4"=1 '-0" ` Wcn —}—� w 4" CONCRETE SLAB W/ Q FIBERMESH REINF. Q 0 N O N DRAWN BY: ST. DS COt 'INUOUS TO BOTI OM ' ' BJC HORD VAUL MEMBE 6 MIL VAPOR BARRIER OVER DESIGNED BY: TREATED & COMPACTED FILL BJC V-4" 2 #4's CONTINUOUS SCALE: • AS NOTED DATA: THICKENED SLAB MAY 27. 1992 JOB N0. SCALE: 3/4"=1 '-0" 92125 N 0 T`,M SC.,9 tE' �I P N0. A5 of 5 I- - - - - - - - - - -1 I POOL EQUIPMENT / I i I vP I TEL POOL WIRING I I � 1 // i' // II\ \\ // •.+ Nos � o / A\ _ V-4 a \ / rqp / Qr I I I V TEL O FAN ONLY a �'- / N A AC o 0 \ I TEL\ \ Aw �. TEL \� _ N Y) �- - - - - - - - - - -- - CO nl w C MUIC-T-1 N TEL 1 db db In w H V 1 a I \ / -• (u \\ / E-+ V) b \ I w OO I DOOR \\ 1 OPENER V \ N \ DRAWN BY: \\ DESIGNED BY: � 8JC • ELECTRIC FLAN � kN SCAIX: ` �' 1/42 = 1'-0' SCALE: 1/4� = 1'-0' �� DATE: _ MAY 2 1992 • - ' - -- -- -- ----' JOB N0. 92125 SHEET N0. Elof 1 C k v, I ! I 1� I 41 12 N / ' Fog AM i _r L_C) T -7rt ; c-?EUHOrZTC` , .SCJ t.,�_. tWCi 1 t'1�����t* C CSU�.:�`�' , LO C41, I- A � 1TE� pp p vN N�1C 8 ACH C 8V LD °�F1c� B or ----------- r,'4' 21 i C7 7 14 IP T tir D j I I r�li O ! II�,�� G I i j ,..�� 0 , :z (21 it 1 ,0 F < > LD LU F-LE VAT k OLA -O.cl I r .kRLE ATIOW 0. 140A I \ \ \ i r u I r \ I C-LEVATIOW - 0,4-9,2, C)LAP5 EW3r,-0V_C r) M'T1-j ELE ATI 01Q o roll .0C, W PMNC--1H'Y tQE 60 ELEVATI W ELeVAMOW -C).45b I d? ryg, _0 L (j toile 1-4 �77 c 0 Al 9 ELEV- 1 0.00 4 C-OQC-. (�Lx\[,5 Qakv,1v-. r""Au, koho \N\,ql=, 41, COLIC, lr_)U\Ip� QF-IN37 CP AG )C10110 wvj.�:. OVETZ F-IU- OtAp 5 0 -*"5 P.7t\rzc? cou'T. Cli 7 10 ov% `5/421 cKALE 1. FOU I D4\T I ON P L ._ \�A ----- - v wee FOQ '. JU & \R AT:1_\7 L UN T L\71 \-CTI _Iq QC)TZT)E7 ) UQk_T TNC) j)U\JkL CC)LMT�Yj r-Lapt_ID4\ c-T f\ v All covac.. -To P�r-_ r-UL-1- WCfT -',Yrvl nc-1-7" _\ f, (C:7 wc 1011 or- q%,y, -"up7v=-yz_ SWEET Q OF C25 7o lkc wv� Uwm�j. _M, 30MF_q, P.E./,I-. 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