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Linkside Drive 1100 l 0 0 U I 5 83-42-00 W 100.00' w • • • • • war • • •www w • - - - - - - - - - - - - - - - - - EASEMENT LINE I — -- Lu■ f r 1o I _ � (o q Q STORY n� SINGLE ■o SITE PLAN pr Co [ RESIDENCE — W �o o dr _ ■� o i lz W for o Nt c° LOT 1 , UNIT 1 4-j 0 r U1J a� cry z o I 2O' B.R.L. _ (fit yl _ r ._ —_ # _ • r-'� r� N ,li Vr�: 1 'L L • in Co 0 0 - � £ � ry� SELVA LINKSIJE CD mm�— ADDITIONAL PERMIT REQUIRED S $3-42'00 W 75.00FOR ANY TREES REMOVED. 14 �i U � ti (�I/ Free P poval p rrveci as Noted By �f f =lIx E" cc�f � -- 1 It -,I t h S T R E E T >� ��� , Q Ii a Mari- r� CAREF,)L_LYLo N APPROVED DRAWN BY: SELVA LINKSID' Bic CITY OF ATLANTIC BEACH ARCHITECT AL REVIEW COMMITTEE DESIGNED BY: PLANNING & Z0fIING OFFICE APPROVE D CITY OF ATLANTIC BEACH PATE: ( B C J n N 24 19 BUILDING OFFICE G c r/ J 1, - 10' .._. .. � 13� 1 r. jd'C(' l JUN 2 1 9'1 ` `� � .r✓ zDATE: i DEC. 31, 1990 Cg► rte. -- ._ .,... JOB N0. r ` =�- -r A ., -._ 90210 J�1I�_t,6 RI-C11,19, - SHM NO. ,..f h oo Lin cle, -Dr-. S1 of 1 S U ARE FOOT GE A/C 1515 DECKS 194 68'-10• GARAGE 393 18'-10' 18'-4' TOTAL 2102 8 -6. 4'-2" 8'-6" p 5 -10" 8'-4" . 0 4'-6" 4'-0- CA 302 HS (2) 30 0 HS OPAQ GL. 2'8" a 6' HIG WALLO /C Hu U D/W S K o 0 Q o cll� 203 SH DINETTE , Q ^ O y o REOROOM # 'o A to N REpROOM #3 0 1 G R N = �b—b -, i KITCHEN` N O O cq O2'0' 28. " _ 2'0* N �r - 5'O' REF ANTRLU- N C-4 - laundr ` � � , � CLOSET 0 i� o ' CLOSET 3'0' CO G L5 N - - I 1 0 � LDO 2,-4" � A 8'-2' S -0- �----~ 3 3'-6" 5 "1O• 3 '0 �1 I 3020 HS I o o I N I DINING O 16'0. 0.H. oN . Q GREAT' Ra0M cr) ¢ �EILING cv CATH. � w LANAI , �p N -� 410" CO �p v� 0- 36• ` RE-FAB I w r• IR LACE 1 I 9 pL ¢ N 3' 8. _4" I I p N 2030 SH s I I° \ / _ U -� CwD 4' 2'- 2'0• ; I M AS T E R I I � _ o o LU a N X I I SUITE m ,� aater , I 1 I TRAY CEILING 0 I " N bath _ � WIC Q) �' In 305 SH 305 SH a 302 HS Lo cv 2'-8• A'-4" 2'-10' Q BY: ��'�' ZoVE D B,JC 6'-4' 14'-10* SELV U�li<SIDE 6'_1• 5'-10' S'-`�" 5,-8' 20'-O' ARCS-CT - REVIEW COMMITTEE DZM(Bic ; = HY: 34'-8* PATE: SCAT" DATE: EC 31190 F= l PLAN �, - __ 90210 II N0. SCALE: 1/4" 1'-O" lC� Al o 5 i O Cb U Q HORIZ. SIDING oo ILI Lu STUCCO 0 z STUCCO Q ELL -c REAR ELEVATION � SCALE: 1/4" = 1'-0" 01 0 CQ CHIMNEY HOOD w r--,4 HORIZ. SIDING FIBERGLASS SHINGLES CIO C/-.,l Co 0 pq METAL FLASHING OVER 1 x 2 NAILER ON 1 x 6 FASCIA 0 10' PLAT O t) U FRIEZE BANDING 8' PLATE CJ � -a ® 4" BANDING .� I (v a QUOINED CORNERWS n E— Q) ` ) rn O STUCCO FINISH 00 p �_ A FINISH FL, CQ APPROVED DRAWN BY: APPROX. GRADE SELVA LINKSIDE B i C, FRONT � ARCHITECTURAL REVIEW COMMITTEE Dl�si�cNgD BY: DATE: / ic SCALE: 1/4" 1'-0" �' ' 1/4" DATE: AEC 31.1990 JOB NO. 90210 LA NQ. o Link.s�dz, 2 0f s i FOR TYPICAL NOTES, MATERIALS AND DIMENSIONS SEE FRONT ELEVATION • 0 rn w 0 Q _ OOL�_.J0 � 01�►1 � SIC)IN . HO IN ISI 11:11 ISI FF FID SLIN � G- _ SIDING El -1 7 Ell I FE 11 1 F: El FE El Dl Lu A 00, n�// -� 0 L� IL = LEFT ELEVATION �-- co SCALE: 1/4" 1'..0.' a STUCCO STUCCO c'� a rn w o • Pry' � � C\2 ri 0o cv c� a cQU h co LTJ [111 d ----OEM o STUCCO N ik DRAWN BY: APPROVED SELVA LINKSIM, DESIGNED BY: ARCHITECTURAL REVIEW �OMMITl'EE B J C BIGHT ELEVATION DATE: — �� HCl: 1/4' - l'-0 SCALE: 1/4" V--0" ----`--_. .` DATE: �...� EC 31,199 JOB NO. 90210 " "" SHEEET NO. l oU in A3 of 5 i (2) 2x12 • TRUSS LAYOUT IS FOR REFERENCE ONLY. ACTUAL LAYOUT TO BE DETERMINED BY TRUSS ENGINEER. O O U' I I I I I " O I U O I t I I (2) 2x12 1 I (2) 2x12 I r -__--------- - ------------__T\ ------------ r I I I I I 1 1 I I I rOx tY TRAY JACKS LH 3: C7 R 0 0 F TRUSS LAYOUTS a SCALE: LL_ z 12" DEEP x1'4" 68'-10" c� WIDE THICKENED o %wSLAB W/(2) #4'S I -. _.----___.__---___ .__._--.__._...__------..._._ _--6 -------------------- O I I I --_ ---- 0 I 8- TURNED ON. 4" CONCRETE MONOLITHIC i THICKEN CURB i O SLAB W/ 12" DEEP x 1'4" p I I '"' to WIDE CONT, TURNED DOWNi i o C/] C9 EDGE & (2) #4'S CONT. I ' OVER CONT. VAPOR BARRIER I i O W d ------------- 0�__� ON TREATED AND COMPACTED FILL � , i N Q o r #" CONC. SLA3i r.-_-___- I 12" DEEP x 14" /i 8" x 8' TUR EP i WIDE THICKE_NE_D_ V) DOWN EDGE / I SLABW/(2) a w ]L"-L ___----___- _-_ (1) #4 CONT. p m I +— _ N . ._ U ti T I I I J I _ - I E-4 Fai 1 N C( I I I , b o � x ----------------------------------------- _ to N CQ 3'-2" 6'-4" 32'-4' 2' 4" 4'-2' cv 9'- 34'-8" _ DRAWN HY: 6" __��_ -_ - ----- 5= - ---- -- -2O'-0" —_ APPROVED Bic SELVA LINK51DE DESIGNED BY: ARCHITECTURAL REVIEW COMMITTEE (3 J C FOUNDATION A DATE` �-- � �-� lr SCALE: SCALE: 1/8" 1'-0° DATE: EC 31,1,99C JOB NO. ---- 90210 SHEE'T N0, A4 of 5 i P, r i i Cn 0) F-1 � a 12 FIBERGLASS SHINGLES ON 5 15# FELT OVER - 3/4" PLYWOOD SHEATHING ON ROOF TRUSSES ® 24" O.C. 11 R-30 INSULATION W/ METAL HURRICANE CLIP 2" POSITIVE (1 ® EACH TRUSS) UNDER SHEATHING .a I 3 GALV. METAL DRIP ON P.T. 1"x2" NAILER OVER 1"x6" ('.'T. FASCIA . (2)2"x4" TOP PLATE 8 PLYWOOD SOFFIT W O W f. / CUT-IN . W/ CODES 1/2" GYPSUM BOARD A o 1"x4" FRIEZE BOARD - _ (� Z COQUINA FINISH STUCCO ON a 1/8" 7HERMOPLY SHEATHING o (W/ APPROVED CORNER BRACING) OVER 2"x4" STUDS ® 16" O,C, r ry — — R-11 BATT INSULATION (D 2"x4" P.T. BOTTOM PLATE W/ 1/2"x8" ANCHOR BOLTS ® 48" O.C. -- BASE MOULD P b 4" CONCRETE SLAB W/ o 12"x16" MONOLITHIC FOOTING ^ -� , W/ 2 #4's CONTINUOUS s 6X6,W1.4XW1,4 W.W.M. 6 MIL VAPOR BARRIER OVER �--� TREATED & COMPACTED FILL , l 0 TYPICAL WALL SECTION SCALE: 34., - 1 J_0„ l�,,ppV:,,0VE.D SCLVA LINKSIDC DRAWN BY: � BJC ARCHITECTURAL RE\/'rW C:OMMIrTC ED DESIGNBY: I -- �r B J C DAIL SCALE: 3/4" 4 1'-O' i� j I � DATE: DEC. 31. 1880 JOB NO, 90210 SHT NO. I �, I n. Ls'cl� Ty. ,/ A5 of 5 O O m O T E L _. T E L 00 IG T w DOOR ERAT noz2 u TEL ao� CHANDELIER \ I r crl 0 � rn o 4 \Ql J p CQ co d Ai - Qr 0 0 42" \ / V U co � Ij TEL b 4 _ - 0 crD cn 0 .a - APPROVED cli SELVA LINKSIDE D BNC W JJY: ARCHITECTURAL REVIEW COMMITTEE DATE: j'� / ' l' DESIGNED BY: ELECTRIC PLAN _ SCALE. SCALA: 1/4" 1'-0" 1/4 � 1'-0" DATE; _ JOB Nb. 90210 SHEET NO. El of 1 Lzs �._