Loading...
Sevilla Boulevard West 1941 ADDITIONAL. PERMIT REQUIRED FOR ANY TREES REMOVED, x f A // owl'. �a�►s�Naccrrr� a o — a . w cv (n d0 to m t~ a I� 30 -O. � N 10 23 � 3 7 W 273 - 07 JJEA ■,^•■wrar,r■■r■■M••aAa■warrr■rr■aw•aamaamaaw■rte■r■gra/w.■w■aaA•■mom■aw rrarar.oaar 000/9041■■aAaaaA1■mmol.a■y■.-0 as ama a am aw aar law r..i..@wa•am*awaa miaamat rNew r■.orr..y.•rn'us.r■■amNoma amom/amom■Ias aa•a•w aaw■ a■y■■w ■w■•�••�••w■■wr■■warwarAnlr■.y■■M•■r,■,a�uw■■wrr�rr■r•rw/.■,w.•r,•,wuwar�raw■rwr■�r■.rrrw.rr�••F•••�„w■,wr■w■■�rrarrr•./■■■�1.• ,aw■■waa wr■w.awrr rwrr�ra�a■ r■se'"MI � • t� ---------------------------_-__-------------------_--__-___---___--------------------------_--_-_-._.__--------------------------------------_----__-_-----------------------------------_-.___---9--------------- ---------__-----_-----------------------------------------------------------------_---_______..-------------------------------------------------------1--_----------------------------- ---------------- j w 0 ■ • � o j a FINISH FLOOR ,n H U ELEVATION + 9.5 N LU 1 O o 4 R . So* 200 - 0 J 1 v)W L 0 1 / 1 1 O E-t W a +r vor,. Pam— r • I IJ POOL. TO BE DONE � --•-r-"�•.r++r''r��r.•r+• c\1i 1 BY OTHERS ..�..r••."•• 0 co 12 1 I SPA ' ���� ^�Y -��•�■r..r+•r••r �� w C�\2 0 a I �� r ^" ■+r• 5 2 ■ 0' ____-------------------------_______________________.________._____._______ ___.__________ _ .___.-_---- ------------_____.______-_____-- f La■wa■ w■■w.■w■■•w•■w..w■■w..rM•• w,■w■■w■.w.■wr••...■,w..w■ra.. w,rw.rwq•,w■lwr.r■■wurw■■waawq, ..wrr■r�.rrwr■■w■■.w■•rr.r�r■w..A.■rr.r■rwrl■.fir.■w.■wort•• w•■w,•wa,r■1•.aw■lwa■wuw■lwrrw.rwrrw•r�■rur�rr■wr■■Y ••,waaara•rA••�r� 1 v LO N 10 23 ' 3 W 168 . 01 co(0 Id 0 0 � w X C) V1 � P•PPROV �D ,� CQAZONING vLpNNING CM SITE P a O V)�, co co LEGAL D ff S C R I PT 10 Nsy for RE : LOT 16 , SEVILLA GARDENS UNIT 2 , PB 45 , P 7 ANCA 7A AP'PROVF-'O THE NIELSEN RESIDENCE CITauI�DINGNaVFgc5CN w I Cf� R C� UUAL COUTY , FLORIDA / AKA / 1941 SSU LLA BLVD . WEST , C=:�AY 199 0 ATLANTIC BEACH , FLORIDA B an 0 Ln LOT 16 `CQ Q DRAWN BY:' KEM & MDO in DESIGNED BY: Bic SCALE: 1" 1" _ 10'.-0„ SEVILLA GARDENS DATE: MAY Z6 ?991 APRIL 26, '91 Building and Zoning JOB N0. 91117 SHEET N0. S1 of 1 - -- - ---- --- ------ -- -___._--- ----_ - -- - - -- - - - -- - ----- - ----- - - ISI H ..._. . .Or- 0=0 ..... ._ -- wl L O 88'-10' 7'-6" 4'-O' 9'-$" 12'-4" 2'-4" 11'-6" 2'-4" 12'-4" _ _ 26-10, _ -_ - A 2'-0" 2'-0' 6'-10' 2'-10" 6'-2" 6-2" 4'-2" 4'-0" 3'-4 6'-2" 6'-2' N 0 `0 iA 0 t- . 3020 3050SH O O 3 3020 2 3 SH 2O30SH 3050SH 0 .,-t �.-i 1. .i - S STUDY V 1 I i L. ' � , r + i W.I.C. t , ;� bath , Q o) BEDROOM # 3 BEDROOM i . o I t }' l ll ' i w„ • µ --F- , 2 , 8'•-0' CLG. O I 2 I ( i j . ' I Lill I :� . Tbd . . . . . . . . 1 MC 0 , p " J CC I I ; ,4 ' ' q Iw PROVIDE PLYWOOD < o I� O FLOOR FOR ATTICQ_ : :FCKT.; MC iJJ� 1STORAGE z p `2 O '�'.: : : 6 6 I O I- I Q ' N 14'-4" 1'-1Q" � !.;}f ; . fi 2 2 12'-4" 2'-4' 1 2'-O' 1 3'-8' 1 5'-10' 2'-4" _12.-`}" --4'-0"- - - -- I Ca N I 22'-10- - ... _ Q m N to T T Lu SINGLE o L 0. �J MASTER 26 ____-- _--R---- wAll -- -- _D__ I a joOVEN II `�N II LLJp SUITE _ , . : - :_ � .- t --- • -- -. _ _ _ � o w z VOL o ._. .... - - Lij m aun VOLUME CLG. .- i�. I ±� t I i `8'�-0 CLG(12 yon , g. I$LAND! t I 1 2 i i_ `I ?� fI IIw W i . LEISURE Q SINK w� � Q — .---r p I /' I 015P I4' I i ; O A Q 0 48" PRE'-FAt3 ROOM 1 O N TWO WAS FP tQ _ iLu L VOLUME CLG. r it W SINK _I IT HEN ! I , 1 I '' 4• '2' ' U �-- - - ( 'To I i , it ii f � ' i it TILE I I i DINT Q I O I ��a Ij ; il j� j , I(�ui ili ! I I O O C\2 1 0 T ! I N i I I i t � 'I ! ``�r i ,��r i,' i d� 3 u� c\2 fi I Dw I Ii j 'I`C ,�IVL. _ _ _ _ - _Lb 1\ �; _ r Fza' ji !' i f l !T?'I!'�1 1 1`A!I`"I i ' ' ! V 1 CrD N CD a 2 i � ;�jljI�, I „ l , ; i , , , ; i ; , i � � d-' w�i c\t o I 4050SH 80SGD (L I ; 0) o , brea �fa�t i PCKT o w o TIL-E , O ( 1 ntcy (�J O � C\2 N I , /� , f oyer, co 77 ^' OPT. i 0 CE fNICHEL 0 - - - iii _. ...._. . - 4 J o _o 1 I 605GD I N V 1ko � a� I , � COAT � cv ``l � r LIVING i9 0 1 I VOLUME C G. , I Ch U �, / 1 I 1 � co 0 — — — — — - O 1 i I I O POaL TO 3E DONE I 1 `� Q) 3Y OTHERS � -' I 1 I , � H 7' 2' 7'-2' 3' O” 8'-4" 5' 6" / 1' 11" 1' 11' 3'-8' 4'-0' �--� 4 14 LO 10'-4" 18'-8" _.._ 3''`I—.. 1g'-4 ._ � C\2 S P A 8$'_10" `� 1 r DRAWN BY: KEM & MDO r DESIGNED BY: Bic SCALE: f _ DATE: r I L o o R p L A N APRIL 22, '91 JOB NO. 91117 SHEET N0. Al of 5 0 7 ASPHALT SHINGLES ___ .. -..•r-r��-�� __,� .._�-��»-.`..- .._--.�-...�....r� .....-- -- �.�" -_ -. -�-d,w�-�.+smX=-�"''--.+a.er.:=.rs�s.e.r_ems..��.- �.. --•�-- � -- - - - - - .», s�i•rrr-�,rx.-=ate�~ -• ...., � --" fy'f- -'h.a'~' �' Y -•- w �-._r-~r�. ... .4 wr r -.•'r - «.ax+r'- N•'.--�wrw...'Y r.._ �... - �'-'l�:.ati�P••F^^ u-•v �u'�4.r�. .....nwi..'° .�� ��• �.�.�-^a —sir _ ...,5��w Y 1X6 TRIM NEW- STUCCO a 00 .. o U TRIM B/AND _._-- -� O Q w A w V �_ 0 C:3 a LLA 1X6 TRIM ON FRONT ELEVATION ONLY U =F-:NOT 1X4 TRIM TYPICAL ON REAR AND SIDE ELEVATIONS n CQ C/) 0 V 1 0 0 cry w � C\2 � b � w U a O N 4 � U c� ti OJ E a:::i E- 0 w n CQ DRAWN BY: MDO DESIGNED BY: -� I p N 5ic l� V SCAM: . V-0" DATE: APRIL 22. '91 JOB NO. 91117 SHEET N0. A2 Of 5 1 A Li LEI -9 Li .-! U LLJ w z ___j A w w W A :Z: o LU U � LL-1 0 0 � I n ) � C�1 T � 110 w w O • 9::::!l � N co � b 0 r n w ca V1 ca a 'S 0 V) x U cd W ul Q) ELI 1 � � ti +l b 1 w r=� E- E E F T E L E V A. T r Q N DRAWN BY: MDO DESIGNED BY: BJC SCALE. 1/4" im 1'-0" DATE: APRIL 22. '91 JOB NO. 91117 SHEET N0. A3 of 5 INV i O A cv V) 10 0 co r �Ib G rl yWy�� V W ss'-to' O U O SWrrUB i 1 I I 4' CONCRETC BLAB W/ I I CATHEDRAL TRUSSES COMIMONBXe 10X10 WWM OR PIBERMESH 1L I i I t� , I I COMMON I I REINP. OVCR CONTINUOUS VAPOR I - � TRUSSES n I I BARRIER ON TREATED AND COMPACTED PIL�7On I I I Q W n GR I _ 52'-2' - - 13'-10' I 22'-10• - ( W LuAli O = II I II A z a >-- u __ 12• X 1'-4' THICKENED U N — ~ __. I SLAB W/ 2-�4 CONT. I L`D rlL- H I I bb I It L i cko O DFt 1 ° I co I w � COMMON n ` I I � � TRUSSES o \ i d, I � � ice 0 Sir P I I r ' H7 I I F e t• I I I 4'-�' N I I I F�e a co ° � w 10'-10' 3'-101 10'-4' 1s'-8' Y-4' 19'-4' r'/-` �� U V 11 cd � v H O � U c: r-� R O O F F R A M I N G P L A N F OP N U N D AT 1 o N LA E-- co Q) b 4 w a-_� E- 10 0 10 w co DRAWN BY: MDO DESIGNED BY: BJC SCALE: 1/8" p 1'-0" DATE: APRIL 24, '91 JOB NO. 91117 SHEET NO. A4 of 5 4" CONCRETE SLAB W/' FIBERMESH REINF. 1 #4 CONT. 4" CONCRETE SLAB W/ FIBERMESH REINF. 6 MIL VAPOR BARRIER OVER g" B MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL TREATED AND COMPACTED FILL 2 #4's CONTINUOUS 4" CURB THICKENED SLAB SCALE: 3/4"-1 '-0" SCALE: 3/4"=1 '-0" a �a ,-� N 07 d' to co r- 12 FIBERGLASS SHINGLES ON 7 15# FELT OVER 1/2" PLYWOOD SHEATHING ON NOTES 12 ROOF TRUSSES ® 24" O.C. 1'-4" cb FIBERGLASS SHINGLES ON METAL HURRICANE CLIP R-30 INSULATION W/ 15# FELT OVER 7 (1 ® EACH TRUSS) 2" POSITIVE AIRSPACE :• STUD REQUIREMENTS FOR UNDER SHEATHING_ _#2_ SPF 1/2" PLYWOOD SHEATHING ON �_ — ROOF TRUSSES ® 24" O.C. CJ ( ALL TOP PLATES #2 YP OR #2 SPF ) 1'-4" GALV. METAL DRIP ON P.T. T 21' NAILER METAL HURRICANE CLIP 2 POS 7SVE ATION E 2"x CEDAR FASCIA ��� AIRS 8 HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) (1 ® EACH TRUSS) UNDER SHEATHING (2) 2x4' #2 TOP PLATE 0 P.T. 1"x2" & 3/8" PLYWOOD U * 2--2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS GALV. METAL DRIP ON SOFFIT W/ 2" CONT. * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS P.T. 1"x2" NAILER OVER - SCREENED VENT p * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS 2"x CEDAR FASCIA 1/2" GYPSUM BOARD (2) 2"x4" #2 TOP PLATE 1"x4" FRIEZE BOARD 3/8" PLYWOOD SOFFIT 9' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) W/2" CONTINUOUS SCREENED VENT � * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS1/2" GYPSUM BOARD O n * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS 1:'x4" FRIEZE BOARD G4 * 4--2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS Q Lu m * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS Q �i Qr SMOOTH FINISH STUCCO ON SMOOTH FINISH STUCCO ON ao ----� i�z 10 HIGH EXTERIOR WALLS (MIN 2x4--12" O.C.) METAL LATH ON SHEATHING METAL LATH ON SHEATHING w Lu OR WOOD SIDING OVER "TYVEK" OR WOOD SIDING OVER "TYVEK" * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS VAPOR BARRIER OVER p VAPOR BARRIER OVER A Z 2"x4" SPF STUDS ® 16" O.C. I 2"x4*' SPF STUDS ® 16' O.C. `� c� * 3---2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS 70 8'-0" PLATE HIEGHT. Lu c5 rn TO 8'--0" PLATE HIEGHT. O * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8 OPENINGS E-� * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS (SEE NOTES ON NEXT SHEET (SEE NOTES ON NEXT SHEET >- (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) FOR PLATES ABOVE 8'-0") FOR PLATES ABOVE 8'-0") U F-- 11 ' HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) cr) * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS 1/2' x8SANCHOR BOLT ® 6'0" O.C.P.T. BOTTOM PLATE W/ R-11 BATT INSULATION 1 * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS BASE MOULD * 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS ,•q w * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS (`j�/) 2"x4" P.T. BOTTOM PLATE W/ __ .�_-�_ 4" CONCRETE SLAB W/ � 12" HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) 1/2"x8" ANCHOR BOLT ® 6'0" O.C. R-11 BATT INSULATION $" C.M.U. HEADER BLOCK GRADE �1' ! -~� FIBERMESH REINF. 0) BASE MOULD _ * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS �—� (Itw o * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS 8' C.M.U. FOUNDATION WALL u7 * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS 12"x16" MONOLITHIC FOOTING \� ��___ 4" CONCRETE SLAB W/ N e � C\2 W 2 4's CONTINUOUS FIBERMESH REINF. 6 MIL VAPOR BARRIER OVER � * 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS / # GRADE ` TREATED & COMPACTED FILL r CQ ( 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) b N _ 8"x16' �COGk ,T .ECI G " N a 6 MIL VAPOR BARRIER OVER '--'--W7-2 #4's CONTINUOL C �+ STUD REQUIREMENTS FOR 1'-0" TREATED & COMPACTED FILL fie EXTERIOR VAULTED WALL AREAS , ' 1'-4Coe " w * DQ NaT USE _GABLE END TRUSSES * TYPICAL WALL SECTION TYPICAL WALL SECTION * SIZE & SPACING OF STUDS SHOULD BE DETERMINED * * BY SPECIES & GRADE % HEIGHT OF WALL * SCALE: 3/4" = 1 —0" SCALE: 3/4" = 1 - 0 c� o * ALL STUDS IN EXTERIOR VAULTED WALLS * MUST BE CONTINUOUS TO BOTTOM CHORD * 14 BRICK VENEER W/ 1" AIRSPACE OVER �3 cd * OF VAULTED TRUSS OR RAFTER MEMBER * BRICK VENEER W/ 1" AIRSPACE OVER 1/8'" 7HERSTUDSMOPLY SHEATHING -, c: 1/8" THERMOPLY SHEATHING R-11 BATT INSULATION ON 2x4 SPF STUDS TE H O.C. TO 8'--0' PLATE HIEGHT. � ON 2"x4" SPF STUDS ® 16" O.C. +a TO 8'-0" PLATE HIEGHT. (SEE NOTES ON NEXT SHEET R-11 BATT INSULATION FOR PLATES ABOVE 8'-0") 1x4 BRACES ® 48" O.C. 8' L (SEE NOTES ON NEXT SHEET FOR PLATES ABOVE 8'-0") C' 2"x4" P.T. BOTTOM PLATE W/ �— BASE MOULD 1/2"x8" ANCHOR BOLT ® 6'0" O.C. 'd 2"x4" P.T. BOTTOM PLATE W - --- / � F'' / 8" C.M.U. HEADER BLOCK ��`. -, -- .� 4 CONCRETE SLAB W E- 1/2"x8" ANCHOR BOLT ® 6'0" O.C. GRADE FIBERMESH REINF. BASE MOULD w o 12" 16" MONOLITHIC FOOTING 4" CONCRETE SLAB W 8" C.M.U. FOUNDATION WALL � x W/3 #4's CONTINUOUS GRADE FIBERMESH REINF. / `" 6 MIL VAPOR BARRIER OVER r, S DS CO INUOU TO BO OM YV T , ¢ TREATED & COMPACTED FILL N HORD VAUL MEMBE z I N 4" BRICK SILL �� _ DRAWN BY: `.� 8"x20" CONCRETE FOOTING " " N M D O 6 MIL VAPOR BARRIER OVER W/3 #4's CONTINUOUS 1'-4" I TREATED & COMPACTED FILL DESIGNED BY: T 1 Bic SCALE: NOT TO SCALE TYPICAL WALL SECTION TYPICAL WALL SECTION AS NOTED SCALE: 3/411 = 1 '-0" DATE: SCALE: 3/4" = 1 '-0" APRIL 2. '91 JOB NO. 91117 SHEET N0. A5 of 5 O - A .-+ wo) 1* Lf) mr 4 _--------------- > N \ Q1 { r � \ N \ N I \ Fri qp ' 4 I �S/D /3qv qp / " ^ 0 220V 42 1 1 gj 42' 220V - LLJ r \ ria �j � o I / / 42" .l ( A a 42� / L11 O FLR. PLUG \ \ ' j / ►� w / I CHANDELIER / o Ir qp � \ / w FLOOD — l ' '—' � o F7[!T- I - e C=� C\242 co qp ` . � WP � ' W 0 \ / � 0 L C T I C A L P L A N � . b • w . FLOOD H cit DRAWN BY: MDO DESIGNED BY: Bic SCALE: 1/4" - 1'-O" DATE: APRIL 23. '91 JOB N0. 91117 SHEET NO. El of 1 Iq '-4 ► I a