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Sevilla Boulevard West 1948 t t 4 I i x � _ •+ cvas •Na �c � up so so laws t-3 • 5E� 1 S AGK f __ I w so op to / 0 _- ao 0 / Q f r � / ti I 0 U '/ p LIA ❑ 130 �, /w t-- O LL, 'i 13 Lw ,/ O W Z l rIPJ let. / 5 1 TE FL AN, 20SETBACK — r / / 3 M / - for 4 THE HINID5 R , • ''"� CITY OF ANG BUILD � r � 12' DR vE ♦ A LOQ' 31. Q0 1 I (� Property of; I WILLIS CONTRACTORS, � INC. - 249-5356 �' I IVO T To. Lq 5EVILLA GARDENS. V WILLIS CONTRACTORS, ING. CONSTRUCTION PLANS � Approved for Construction � DRA BY: Bic 1 DEISIGNED BY: 000; Bic I I VIM �j1oFF�c� 1" 1 0 _0 I DATE: `� �B. 2 995 . . . 1 t 1995 � � � � �9� JOB NO. Building and Zoning 9511 � SHEET NO. . f 61 of 1 Q W 1 ' w z � - Q w T� T— Q I I I 4'-4" 3 -4" 4 -2" I 4.-I@" 2 -8' 2'-@" ''-( I'-6' i 2'-0' 3'-43'-4' -- 1 — — L I I I I , !2'x12° COLUMN i I , 305e SH 305t SH (I2) 2450 �H -1---+--- - ---- -- ---+- - — +- ------- -- --- + ' I ! v'� 4_ - --- } 0__1-- I� - i J 'i w ME3 0 r(3] 0-+- --+- LL CAalA I ' -' m j I"' ?@50 Ste+ 4@5s�i S�+ 205i S� I i e I —,- 10`0" n�. I I TILE L� ' ljl I 11'4"x!2 '0 ` I; ' I'-6' 2'-4' 1 -4'i� -a, 1 -6' �'-4' 9 -2' 2'-@ 1'-fm' � CARPET ! j ALANSQUARE FOOTAGE I - 3 , 3..2 8 x9'4 .4 C r_ I _ A ' 10 f _ I '' m I i I I A/C 218 { Z' y I r`+ I I r I ; I � ES/t�EGiC$ 32 8 I w►V 1 i (3 3@° S.G'D. I i 5. B 5' 5,5,-4. GAMAGE 0 -� F I i -' s ; �m i TOTAL 3189 v i I .HEN �: CLQ. , _ _ I MASTERSUITE m I .LE , cvl 1 cA I I \ TALE . 1 I f N Q 14 �"x20 0' I Bi I r l LL CO FRED CLCz. CARPET ! ! - ! a LU w ' 2 L@, 1e -@' Q� U 16'-4' I'-'@' 16 -4"1 2'_!@° g _� O — fi- — -+ _ --�- _+_ _-----� w z � I1 �; CZ99AT _ O (P �I I I � � CARPET5ED906H, � _ + �2 11,0,x.1,8" i I -17 CAR=ET 1 8, 11-E N 0) /1 mi cv 4• -- i r DEC, �9 _ � '+ 0 j - +--- cv COL. ' ni tn. -- - - - - - - - - - RO_D i SHELF •iL f I Z I j C1 06ET C14 Q, C'�l i I I L E Z nl 1 N 1Q�1L DCWN ! I 5 B F L D w I cn Q� cv 1 1 1 Li -4- j 1 1 _ I �- -- — —� I � /2 P @ 1' �' 4 � -8 � «�I I i ►I j 10 Y' Es uj 10, CLG. y� NI I FORMAL • r N ING 11.E x13,8, --+- STUD � I �/� c I � �F �•� I `lli I I C i�./6 C 7 i j RPE . e� 5EDROOM 04 - X11 1110 xI2 I cp. 1 I' 1@ CLCs L — — — — - - - - - -- =— II - ROD t SHEAF GARAGE, 3@ w/ CARPE� i'4 IDE -�. ------ -----t-- � I I _ � iI L�i'4 x2' 4 Lir 5 t ❑ I 6 24 — I ----- �---— I -- ------- --=- — PT(V44,11 ° Of, i - - -E Roup - I — --t __--_--�- art-- ------ — �+- /l 1� c,c� `� 0,"� - `� <<� 3050 SH / , TRASOM I <2 3@5@ 6H 305 S ------ _: _ H _,' P— <? 3@12 3012 ? P15. E�'E ROw I I r entru _' � I I ❑ + ❑ I ' I I I I i T I � li I - I I I � ► � I I ��. � ------ LOW p I X16, �i 1,;AL I I A77'IC 5= ACE _ I I PEDESTAL ABOVE I I CO��MN I r 1 ►nlL� � �t ' 1 l 2.� 3@5@ SM - ❑ ❑ I -- Y (tel ul 2' i@" 2'-6' 3_@ I 2'-6' I 4'-4" 3'-4 i 3'-4" 1 4'-@' 4'-@' 2'-I@' 3'-4" 4 -t L A N 2 -6' I 2' I,-4„ I I I 5'-? 8'-@' _'!'-4" 5 -? I'-4 6 -01 1'-4` 3'-.�, -4'! 5'-�Ij" 7 �-- - 3'-4° �,'-@ i 1f. ' , 21-01 DELA : DESIGNED BY: s GALE: 11411 j DATE: 99S . FEB. 23 Ig95 JOB N0tikz . X51@1 ET N0. Al of 5 p I 12 �Me --- F BERGLASS SHINC-s�ES r'+ (Vco10h10r 1 W ._ .... .. ..... ._ ... _..._. r� ...> ,... •-. ... _ .:- _... .. _- .. .., ....'........r....... �.w ...:��� >...._... -...--.....—�.—_ .._ .- - -....sib..�....-..i ..... ..._. ..__ - - - -- - -- - - -- - — _- - -- -'— META DRiF OVER 'x2 NAILER cb ON ix(O A5C A R!= BOARD s PL r-T FT —T—) V TRIM 6 5TUCCO 'RI11*' F-- r-- '--�--- — -- — gr"COT� F!NIS�, 5 ,.CCC ! �_J 1, I ! i___' .. w I , a � T i"'I CORNER, R w Af=PRCX. GRAD � j.� O lel T E L E A T I O lel � }-- O � O � � U � ' ) Q) ' N I C`� . - I ! LL Q� at i ( Ul Z3 I L Q L DRAWN BY: E R E L E A T 1 O BJC DESIGNED BY: BJC SCALE: 1/4" 11-0 11 DATE: FEB. 23 1995 JOB N0. - 9511 6HE ET N . A2 Of 5 I { O f i I A � 1 . o � m-0 mmwwm ,i j LE: 7 L-1 W � f � 4 L EFT 5 1 D E E L E VAT 1 0 N o Q) N 'CTE: 5EE +=RCNT EL.EVAT(CN FOR NOTES 3 , i + N i I -- Property of: '- -- . ",°-�)NTRACTORS, INCA ----- �---- �� I 56 A►nr- O I CONSTRUCTIONPLANS0 c� ll.l CD _ Approved for Construction OIL t H T %5 E L E A T 1 0 N Bic, BY: • DESIGNED BY: Bic SCALE: _ 1/4" : 1'-P" i DATE FEB. 23 1995 JOB NO � `9511 f 1 xEET NO. A3 Of 5 41, was NOW ism a= pawwwou a a4 WINx Npa t D x I I h� — ALS vALLE` RAFTERS ANG RIC' B+iA"L BE g t w ' CCNVENT CNAL RA-TER FRAMING ONE NOMINAL 31ZE DEEPER T�;AN ADJOINING j D i t1 L y` w- `- UNL_E55 OTNERL;15E NOTED RAF"ER5. 2. ALL VALLEY RAFTERS SCALL BE DOu5LED. � 2 VF 2X8 LIN B 7 2x4 2x6 2x4 2x(o 2x4 2x6 x ! 3. ALL oCiSTS AND RAFTERS ARE 'O BE No. 2 g Ft 'b' 24' O.C. Ib' OC. 24' OG 24' O.0 i 24' OG X10 0 8YP UN,.E88 OTNERw18E NO ED ( TE M D I TE !m F•. N/A 124' O.0 N/A 24' OG. gib' O.0 24' O.G. .-+ N 93 V i! n 16 A IN _� ! I !I FT, N/A'- 16, C N/A 1O.C. N/A 4' C.C. 6 O 16 0 � O XNX L n ?x— I_ 12 FT. N/A I 16, O.C. N/A !b' O.G. N/A 24' O.C. N No 2 BYF+ RAFTER MAX 8�'4N 1 L-- — — — — 2xb - !I'' 24' O.C. 13 FN/A 12' O.C. N/A !b' m.C. N/A Ib' O.G. 2xi0 �---- IL 14 FT] h/A 12' O.C. N/A ib' O.C. N/A Ib' O.C. 2x8 - 13'3' 0 24" O.0 X 16 3' p 16' O.G. ' N 4 IF Sam OWN _ _ 2x8 x x 2x8 x 0 e U LU — - _ a ldx Xv 2x8 2x— 8 mn {RDE �•� O Ld A N A � v � W Lu TRUgB LAYOUT ig FOR A REFERENCE ONLY _ 23'-4" 6'-4' 31'-(0" 4'-4 _ __53'-8" � 1 X04'-4 ACTUAL LAYOUT TO BE '- __ -T - —_t— f T RM IN Y T 0 DETERMINED Russ 1""IANUFACTURER ! 24"x24'x10�� D ! ! i 4' SLAB Ili/ CONG. FTG. W/ 8x8 TL RNED DN. i EDGE w/ (1) 5 ! CONT. 4' CONCRETE SLAB W/ 6x6 10/10 LU U.1"1, OVER 6 �"!:�. V15CUEEN VAPOR BARRIER THICKEN SLAB i CVER CLEAN, TERMITE TREATED 4 � lb%J X12"D UJ/ f COMPACTED FILL (TYP) � ! (2) 05 RODS CONT. TYP. ,L+ ERE 8NOUN i civ _ ow r - --- - — — — — — — — — - - — x -•�- — -�•- X 46x8 _u4n i I r \ — — — I I i 8' C.'"'U. FOuNDAT!ON WALL ♦ — =30 son was a a — — — I I I I �► — — — — I I UJi TSI 10"x20" CONCRETE FTG. cel, \\ \\ ,- - — _ - - - -, _ J I U/ (2) RODS CONT. — DENOTES BEAR NG WALL TYPICAL x 2xi0 ►i1� i i r3'-IPS° I 3'-8" \- '.a(p !/2" 3'-9 I/2" 3 -4 14 -8" Q -2�,, I -' 7'-0" T -b'' TtiICKEN SLAB L1_ 2x8 I I I �� \ �� I ! I (2) 05 RODS CONT. A/C ! 1 — �.. I ! TYP. Ljt 4ERE 6�40UN — 2x — -- — - - - - — I PAD x r 0 -1 — 1 _ — ECESSr— C dJ J I - ! i I ! I - --- -- _ _ SLAB 4" x FOR - Z 0 I ! ►�' - Fri. Q ' W 15 8 3'-4 -10 (o' 4 d'-0" _ 6_ It 6 4'-0" -4 8'-0. I ;`t j 43 r � ! � f" O v f - _ �_ � CYC t 2x6-cl. tool I ( <•, I r — — — — — Ti-+IC EN SLAB I I - I EDGE 8 x 11 w/ (1) 131 I --T - ROD CONT. — ullI L — — — — — — — — — ; 32'x32"x10 D • L � � Lu < J I (3) 05'S E. . 3v DRAWN BY:- Bic ! - 5'-2' li`-0' I - 1 - 10'-4' 3'-41 - 5'-0" 1,L- 3'-4' C I � J O 5 T A N I DESIGNED BY: BJC 24'-4' 36'-8° 44'-8' 56'-4" -10'-8' 72' 8` SCME' r 1 I/SN �' DATE: FEB. 23 199 O U N A T I O JOB N0. - 951sa1 &MET 0. A4 of 5 a - 1 } i Inow • I -- TO SWITCH IN GREAT ROOt I O i TO SWITCH TO 5W TGH IN 5EDOOG RE A' RM ROOM _ � I TO SW'TCH TEL. !N ',-I. 5EDROOM DZ ' •+ N Q') V to 40 r- 1131 I � ' i HANGING ' 1 � i L IGNT PRE W I RE I I sc CNLYto / �� fi TO REAR cbI f cb Fr_00�5 I -- - - - - — -- II� r TO REAR /� 1 \ \ I• I i Qf \ \ 1 i i I , ► .. LIA / PREW;RE TEL. ' � ' �- � � �� 1 �� /> i ��� o ONL YE5AL LU ( i 1 \ / ONLY' T PRE W I RE \ /,✓ UA ONL"r 4- \ \ - a FAN/LT. C� 2 HW — -- — — — I ` j ,M( ' r TOMIGHT IN A,T{ I ' I � / H ANGING T F O FRONT / FLOODS / L L IGNT r ONLY / I / TEL. I; CIO OCR / / 1 I OPENER 1 RELUIRE / I FRONT TO 5W!TC►4 IN FC".ER TO Swl TGH \ ' ' IN GARAGE # I \ TO SWITCH I ` IN GARAGE 1.0 TO SW(TCN O 6� IN MOYERL E A N' DnVFN BY: DESIGNED BY: 5�c f SCALE: I 1/4" 1'-0° DATE: FE5. 23 1995 I JOB N0. 95101 6''HE NO. . E1 of 5 1 .�..,.,pi► -'.--- 4R•-------'+�P'^-----•----- ------^-"T-_.r.�, „_�..�.-.-.-.�-P-- --^w--�--- w•--..<-'--'+^-. --'�-._'_- --�--- --- - --_ ----.--.._._T- - r--------•,. �... .----T__•.._�-------�'-- �.^--- -�T--- ---- ------- --- -r----- ---- ------ ----- T---------•-'-- - - -------^-" --- -`•----�- •--- _.-__-- ---7• . :* i7 ,_�., r - - ..____�.� ,,,4 .. +ty .r '"^p'"'4r" �-'�„-'�^'P;'i---r----- •--z.'-r--•-'�---. 77 qk Rom" \• 12 r . j NTES0 SEE ELEVATIONS _ SHINUL�O 15# FELT OVER 1'-6" G 1/2- PLYWOOD SHEATHING ON STUD REQUIREMENTS FOR #2 SPF 2"x6" 's ® 24" O.C. l ( ALL TOP PLATES #2 YP OR #2 SPF ) 2�a R-30 INSULATION W/ METAL HURRICANE CLIP 2" POSITIVE AIRSPACE (1 ® EACH TRUSS) ,i�6 UNDER SHEATHING 8' . SIGH EXTERIOR WALLS- (MIN 2x4-16" O.C.) • GALV. METAL DRIP ON �k IY, ".3•: NAILER ON * TUD CONTINUOUS ON EACH SIDE OF 4 ,5 ,6 OPENINGS — 22x4 STUDS A;w CEDAR FASCIA * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS �. x �ON 2"x6" SUB FASCIA * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS — BASE MOULD (2) 2"x4» #2 TOP PLA'T'E f (2) 1"x6"s .. ' W/ CONTINUOUS 9' 3/4" PLYWOOD SUB—FLOOR BOTTOM PLATE SCREENED VENTHIG EXTERIOR S (MIN 2x4_16" O.C.) t' » » _ " 1/2" GYPSUM BOARD PROVIDE VOID FOR 2x4 N 1"x FRIEZE BOARD / * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS BAND AT ALL TRUSS ENDS > OPENINGS W/ OPT. CROWN MOULD w O * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPE GS Z * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS * ALL FLOOR TRUSSES SHALL 20" MIN. DEEP "WOOD FLOOR Z BE 1/2" SHORTER THAN TRUSSES ® 24 O.C. SMOOTH FINISH STUCCO ON Q FOUNDATION DIMENSION, AT METAL LATH ON SHEATHING ' GHEXTERIOR.. WALLS MIN 2x4-12" O.C.) EXTERIOR WALLS, TO ALLOW OR WOOD SIDING OVER "TYVEK" W ( FOR WALL SHEATHING TO VAPOR BARRIER OVER w * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS RUN CONTINUOUSLY PAST 1/2" GYPSUM BOARD 2"x4" SPF STUDS ® 16" O.C. * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS TRUSS ENDS _ * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6 ,7',8' OPENINGS w I (2)2"x4" TOP PLATE * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9 ,10- OPENINGS Q (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) > R-11 BATT INSULATION W4 HIGH I W MIN 2x6-16" O.C. TYPICAL WALL SECTION.C ) s � ; SECOND FLOOR* 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3 OR LESS AT � * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4 ,5',6',7',8* OPENINGS OPENINGS * 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9 10',11',12' OPENINGS SCALE: 3/4 - * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS 2"x4" P.T. BOTTOM PLATE W/ s „ 1/2"x8" ANCHOR BOLTS ® 4'0" O.C. 12 HIGH EXTERIOR WALL (MIN 2x6-16" O.C.) BASE MOULD O * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS '-' •• ' 4" CONCRETE SLAB W/ 8" C.M.U. HEADER BLOCK _— — — --'— v * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',,9`.10' OPENINGS GRADE �' FIBERMESH REINF. * 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13 ,14' OPENINGS ( 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) w 8" C.M.U. FOUNDATION WALL 4 HURRICANE CLIP 2x8 RAFTER > 6 MIL VAPOR BARRIER OVER 0 TREATED & COMPACTED FILL GUSSET PLATE �+ STUD REQUIREMENTS FOR p EXTERIOR VAULTED WALL AREAS (2) 2X4 8"x16" CONCRETE FOOTING '" . ' `�- • 00 ""' W/ 2 #4's CONTINUOUS 2x4 KICK LEG (#5's IN ST. JOHNS COUNTY) ~ U *- DO NOT USE GABLE END TRUSSES * Q 2x8 RAFTER 1'-4" � ...-.. * SIZE do SPACING OF STUDS SHOULD BE DETERMINED * BY SPECIES do GRADE 9. HEIGHT OF WALL * (2) TOP PLATE O * I V WA * 1 -- STORY WALL SECTION o 1 * MUST BE CONTINUOUS TO BOTTOM CHORD * • n * OF VAULTED TRUSS OR RAFTER MEMBER # SCALE. 3/4 = 1 -0 CQ 01 1 x4 BRACES ® 48" O.C. 8' L � C/] BEARING 2x4 P.T. BOTTOM PLATE W/ WALL 1/2"x8" ANCHOR BOLTS ® 4'0" O.C. w r. BASE MOULD SPLICEDETAIL _ _ _'_ t 4" CONCRETE SLAB W/ 8" C.M.U. HEADER BLOCK !' FIBERMESH REINF. C13 SCALE: 3/4" = 1'-0" GRADE � w � w • r""� C .• 8" C.M.U. FOUNDATION WALL t''? S DS CO NUOU TO BO M CHORD VAUL MEMBE Z 6 MIL VAPOR BARRIER OVER ,..a TREATED & COMPACTED FILL � C 4 CONCRETE SLAB W/ FIBERMESH REINF. 8"x16" CONCRETE FOOTING W/ 2 #4*s CONTINUOUS . (#5's IN ST. JOHNS COUNTY) w .a 0 NOT TO SCALE © ti 6 MIL VAPOR BARRIER OVER 2- STORY WALL SECTION. �..� TREATED & COMPACTED FILL SCALE: 3/4" = 1'-O" �„♦ 2 #4 s CONTINUOUS 1�-4" � of i� BRICK VENEER W/ 1" AIRSPACE OVER " "THERMO-PLY" SHEATHING THICKENED SLAB ON 2x4 SPF STUDS ® 16 O.C. F.. 1.4 SCALE: 3/4 - - " " / R-11 BATT INSULATION .•� 93 2x8�CENG J01S w � — " W BASE MOULD 2x4 P.T. BOTTOM PLATE / vi n ......, =x 10 0 1/2"x8" ANCHOR BOLTS ® 4V O.C. / ? 4) cv f Ir 2"x4" " w w 8 C.M.U. HEADER BLOCK - 7-7-7 4" CONCRETE SLAB W/ U GRADE �' FIBERMESH REINF. �Y fi 1 #4 CONT. N 4" CONCRETE SLAB W/ w ` FIBERMESH REINF. 8" C.M.U. FOUNDATION WALL DRAWN BY: 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILM. N DESIGNED W.- 8" 6 MIL VAPOR BARRIER OVER 4 TREATED AND COMPACTED FILL 8"x20" CONCRETE FOOTING • `� ' •. 0° r SCt1I�$ W/3 #4's CONTINUOUS �, •, (#5's IN ST. JOHNS COUNTY) �- . ; 1 on L TRAY DETAIL 4 CURB JOB H0. SCALE: 3/4"=1 '—0" SGALE: 3/4"=1 '—0" WALL SECTION_..l. WZBRICK.SCALE: 3/410x Nof y Of . ' Al