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Ocean Boulevard 848 NORTH o a E- a U W A W WILLIS CONTRACTORS INC . 0 U w � 10'-8' 61'-4' 17'-4 3/4' z � � U w d 89.39' A �-, Of: ae-ss-oo - - - - ---- - - - 90-17-00 z � U , , CQ o Fl/ 0 ' ❑ ( o o 0 .. I o -� to -jF- I n i OLD 9 01 ( Ad 1 N (N ( I m ca , 1 - o a ( Id C:d 5' B.R-L- _ ,-- 90-04-00 _ 88-43-00 89.63' - H DRAWN BY4 Bic DESIGNED BY. FED 1 1992 LIP, SCALE: 1- • r-o• DllilC iflg ' ATE: �)C� �� „ DJAN. 13. 1982 SOH NO. 92101 f SHEET NO. V S2 of 1 ` 1 1 SITE PLAN A Co 0, v f o:r w WI: L:L Z C 0 NMT" R `.[" 0'R R RAC E T E! L T P A R L [ 1::C . PB � 5 �'- ::. 6 DUVAL G 0 U NT t P L A ZA S T R E E T o 13,_0• S9'-0 17'-4 3/4' � a M 89.39' � w • r.r.w,w+ w w wwwrr+ w w + A w wwr�r w w wrww A A rrrrw+ w w w w w A rsrw� y w F-5e-00 090-17-00 O � U Q Co o C N _._ — — — — — _.._ _.__ r 1 S' R.L. 0 W ..�..) v 0- .-...1 Cd CQ o m o 4 O o v7 m I a o co Y) ` a ° I I m v I 1 I w Z o I Q 0 I � w -C4 4J L _ _ ._.. ._.._ _.._ — _ _ _ S^B.R.L. ____ ____ _ _ -_ _... _ _ - � � E-. � U �2= b 90-04w-0w0 wwrr!•+ w r raw w w www.ww� w r wry w � 8w9-43-00 w � O r� w 0 C� 89.53' ch to 1-4N DW OCEAN BOULEVARD BJcBY: APPROVED ATLANTIC BEACH. FLORIDA D BSD BY: CITY OF ATLANTIC BEACH PLANNING &ZONING OFFICE APPROVF- D CITY OF ATLANTIC BEACH FEB 2 81992 1• + r-o" BUILDING OFFICE DATE: BY JAN. 13. 1992 FEB 281 2 JOB No. d.--- C 92101 N0. • S2 of 1 "Oft' 0 w I LL I s C '0 QRS NTRAG P 14'-0' S8'-p" 17'-4 3/4" �--- M a ' z w w awl r wMNN y W r r nwlsrlr w r wrrr� w r rrrrlrM r w r�� r A awn w w w w w�rrr A w 89-S6-DO 90-17-00 0 i r / nli Vd C11-41 I CAI w Cv I I 00 I p O I i o ' I I Q U7 O r/1 [ ] G4 m I i O C14 oIIf w r ry.er�rwir r r r�wrr w 48.9.�. �eV d .. >cC—> C�6 > N+d0 0° o 4w-00 4PPROV89-43-00 EACHCITY OF ATLANTIC B PLANNING & ZONING OFFICE FEB 2 7 1892 c By CQ 0Ckp, V1 4 , D� NN BJC DRCNED � BY: Bic APP R OV E o "a' SCAM CITY OF ATLANTIC BEACH BU1'L.bING OFFICE FEB 231992 DATS: �"``�" JAN. 13. 1002 EB 2 '099 -11,11, 11, `; ,: .. 10B NO. 921.01 SHM . ' I o ��tt rr �Lr U W A WILLISLl CQ 0 q$ If) � CONTRACTORS x INC . 0 U O 59'-0" U - pO A LU r r o tu CV �y Y1 rD r^� It (V C.7 � r -_.._ .._ _ _ r F 0 O • Lr) Cq z co r o a r I co Q o r. nl�/1 v < ani O,4 E�ASN w CD SEASPRAY AVENUE 0 v ` Lo 0„ N DRAWN BY: BJC DESIGNED BY: 5� 5 �c1 r, BJC SCALE: 1" 4 1'-O' JAN 241992 DATE: JAN. 13. 1992 Building and Zoning JOB NO. 92101 sir NO. 51 of 1 r I 37'-0* _ 2'-4" 4'-6" 5'-8' 4'-O" 4'-2" 3'-4" rn 305 SH 2036 SH 305 SH rn = o N n cv MASTED o NOTES: `� - - SUITE N �, � � #2 bath ' 1. FIRST FLOOR SHALL HAVE p CL -VItVl'L' j A 9' PLATE HIEGHT. O 1 CATHEDRAL CLG. C 8' CLG. , 2. GARAGE AND SECOND FLOOR 10'-2" `n 2' 1Q' _ 18'-8" o `� SHALL HAVE AN 8' PLATE HIEGHT. Q 1 L Z 00 . . 4 A (9 2,4" N II�owNi I � n N ;TAI N 4 a N o OX �9 t I �i� 24 ' A7vrNELF ABOv7 N i� Orn IL 6'-2" -O" 2'-4" 4'-10 _ 8 0"_ - 3,_6+ G� �nl MlAA I Ei� .r A7� — , HA5 N WALK IN I 2'6" CLOSE-7 i L Ll"p-_ \ 1 \ 1 It \\ 1VWILLIS o - CONTRACTORS- - - BR 3 N � \�,� o 1 - - 8' CLG. c INC * - _ [Lf C) 1 wic master H Lo I L, ¢` : N Co bath N o .�. W . . _ N ON N J 305 5H 305 SH 4'-0' T-2" 7'-2' 4'-4" 4'-5" 4'-5" 5'-6' SECOND FLOOR F? LAN 37'-0' 2 _-4= � o 22'-0" 37'-0' 2'-4' 10'-8" 6'-2" 2'-8" 2'-6" 2'-2" 16'-10" 11'-2' 6'-10' Co _ 3036 SH (2) 30 0 SH - - (2) 3060 SH _ "� o w w L _ o Q) CQ N 0 O J IIL I+ fO N O >1O I L_ rn SHOWER 2036 SH N -- I N N r^ a • Co I dinette 42' PRE-FAB � I IQ FIREPLACE Co ToW - 1 KITCHEN ~ ;°� FAMILY ..•_ - v� : R lfl O VIN 9' CLG. ST RAGIN 1. O51�PPORT FROM C G V)4 .cc��za - 2'-2` 4'-6" 4'-.4" 2'-2' 9'-6' 13'-O" 2' 4" a ' m 0 O 5.0, 2.5:. d cv O V ~' GARAGE STORAGE 5 °" , N N q) 8' CLG. `� 6'-O. 3' cv — ._._ .- - - - �- - - -1 - — — — — —\Z�Z/_ �--- 1 C i0 V,/ 11 ROUND 1 b i i OLUMN I cn �- ) q 6' STEP 1 I I I I I O w/foyer WOOD OR 1 DINING 1 LIVING 8'6 CLG. 9' CLG. 1 9 CLG. I v L N. 1 TRAY CLG. 1 1 TRAY CLG. 1 O I I I m w STEP I 11 ' ROUND I Dom' �: 2 OLUMN BJC I I I DESIGNED BY: Bic 04 9'0' OH 405 SH , SCALE: F7:1 1/4' • 1'-0' - -- — -- 3'0" W/ (2) 30 0 SH (2) 30 O 5H DATE: 6'-2' 4'-10" 4'-8" 5'-8' SIDE IGHTS 5'-6' 7'-O' EYE ROW4 _8" 6'-8" EYE ROW 7,_6• p JAN. 13. 1982 T. ._ JOB NO 13 aP _ - -. - - - ------ - - - - - - 9 101 . FIRST FLOOR PLAN " 9'-4. SHM NO. 59'-0" 2'-4" Al of 6 r 0 Ce&n I Vc� N CD CHIMNEY SHALL BE MINIMUM `A OF 20' HIGHER THAN THE TALLEST PART OF THE ROOF N WITHIN 10'0' OF THE CHIMNEY Z ui a o - a w . z tW w A (� •-4 N rM U7 0 O U El FE-11 FF El ® m Z o U R E A R E L E V A T I 0 N � o N FIBERGLASS SHINGLES _ 0 _ NOTE c 1. FRONT ELEVATION NOTES. MATERIAL AND METAL FLASHING01 OVER • I—I DIMENSION ARE TYPICAL FOR ALL ELEVATIONS. C\1 V 1"x2' NAILER ON 2. FRONT AND REAR FACING ROOF LINES ARE -- -- - __ - --- - _ - -- __ _ - - -_. - --_ _ _= 2"x6" FASCIA 6:12 PITCH. SIDE FACING ROOF LINES ARE ---- _ - _ 6,12 PITCH. _- - -__ _- -_ - - -- - -- --- - __ -- - - o 19' PLATE V 1 ----- - ---- - HORIZONTAL o 2x4 TRIM SIDING �, q 4" TRIM BAND FED - ..__.. _...__.12.------- -- - - - -- --- ------. _.._ .- - - - --- ' -- --- ----------- -- -- - - --- TRIN 4 2 `.' _. . �-__ -- - ------- ----—-- -- - -- X � ami fo SECOND FLOOR F- _ - - ---- - - - - -... _. ELV. 11' z d 9' PLATE N 8' PLATE FRIEZE COQUINA �J r� V2 BAND a El so DRAIN BY: o a Cl) BJC a0 DESIGNED BY: F7 El BJC SCS: APPROX. GRADE 1/4" 1'-O" FLOOR EL. 71 DATE' 1 APPROX. GRADE JOB NO. F R 0 N T - E L E V A T I 0 N 1 N CD • N _ Z Q x fe 0 J Q • FOR ALL NOTES, MATERIALS AND DIMENSIONS z • SEE FRONT ELEVATION ON SHEET 2 OF 6 A lu 4k •i N (] .0 to 1-4 O) C* x 12 - ---- - __ -- U - --- - o __ -- _ -- - 12 Cr) � N a L7 d O � U C;� ti L T S I R I G H T 5 I LJ t L V A T T O N E L..._ N A T I O N O � � v) DRAWN BY: BJC DESIGNED BY: BJC SCALE: 1/4' • 1'-0' DATE: JAN 15� 1992 JOB NO. 0 C.n w� SHEET N0. �" t�C.�"-n Y C� A3 of 6 cv C) rn N Z 4 (1) z Q� OL W0 O J O O pN, Q j COMMONS j SCISSORS TUSS U W 'O Q 0 I I I I I I I I II I I I I I I I I I (v 0 d' LO O I I fZ I lu 0 LE p I I I I I I I I I I I I I I I I I I N W' IL_ L_ ISU X 0 O � � N CONTRACTORS n 0 ~ � � zco W ' Q T TRUSS LAYOUT IS FOR Z ROOF PLAN SECOND FLOOR REFERENCE ONLY. ACTUAL � O (j) SCALE: 1/8" - 1'-0" LAYOUT TO BE DETERMINED U U BY TRUSS ENGINEER. A 1 CIO o STOR;`( 2 STORY rn I GARAGE 2 ND. FL. v ROOF FL. FRAMING r CQ 5' -3" COMMONS FLOOR TRUSS 24" Q.C. � O rn Fr-- ------ • 8' CMU ON 8'x16" CO C. O I F--_____._.__ ---- — --� N • t� ga 0 FTG. W/2 #5'S CONT I I tl - -------------- or r4-"CON,CRF,TE SLAB W/ L_� I I I I I w I r--- - --- -J --- "FIBER MIX'*EINF. ON L CONT. _ I � �-OVER TREATED AND 1 I I I I I I I I I I I I I ` o COMPACTED FILL G RQ R TR I I I 12' Dx 1'4" W. I I l r-ZTHICK' SLAB \ I W/(2) 4'S _ »>--__._.._----- -- I � N cn — — o ry N I I I I I �'41 Ji -- ---- _..____ _ -- - 1 I O I I I I I I I I I c9 v I I 12'-4' I g'-8" I 7'-0' '-O' 1-4 I I I I I 8" CMU ON 10"x20" 1 cv � �I I I I 6' CONCRETE FOOTING I 1 O W I I I I I I I I I I I I I I I I ; I �rr:�: '��;�,:r�r I I I I I I I I I D � m I I I ap I "" I W/3 #5's CONTINUOUS 1 ------------ ----- I - 0_2 STORY COND. --- _J I � � F-' ri L __._________ -__ �I -L__ ___ ___ I '� - COMMONS c� 0 18'-8" '-4" 11'-4' 25'-8' 59'-0' -4 CONVENTIONAL FRAMING W/2x4'5SHADED WALLS INDICATES OUTRIGGERS AREA OF LOAD BEARING LOCATIONS. 02 DRAWN BY: BJC O O & L. O O A M I N P L A N DESIGNED BY: FOUNDATION PLAN RBJC SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0° SCALE: 1/4" b 1'-O" DATE: JAN. 13, 1992 JOB N0. 82101 SHEET ND. A4 of 6 x 1 12 NOTESFIBERGLASS SHINGLES ON 7 15# FELT OVER 1'-4" ?0A 1/2" PLYWOOD SHEATHING ON STUD E UIREMENTS FOR.—#2 SPF ROOF TRUSSES ® 24" O.C. F�P� ( ALL TOP PLATES #2 YP OR #2 SPF ) METAL HURRICANE CLIP 2�$ R-30 INSULATION W/ TIVE 8' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) (1 ® EACW TRUSS) ti�6 UNDER SISHEATHINGACE GALV. METAL DRIP ON O * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS P.T. 1"x2" NAILER OVER * 3-20 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"x2" & 3/8" PLYWOOD SOFFIT W/ 2" CONT. A 9' HIGH EXTERIOR WALLS (MIN 2x4--16" O.C.) SCREENED VENT , * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS 1"x4" FRIEZE BOARD 1/2" GYPSUM BOARD .4 N m •M ko * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS Ld * 4--2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS ui * 5--2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS On ,..� 10' HIGH EXTERIOR WALLS (MIN 2x4-12" O.C.) cl- * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS SMOOTH FINISH STUCCO ON * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS METAL LATH ON SHEATHING w * 5--2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS OR WOOD SIDING OVER "TYVEK" O (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) VAPOR BARRIER OVER > U 2"x4" SPF STUDS ® 16" O.C. R-11 BATT INSULATION O _ TO 8'--0" PLATE HIEGHT. v 11 ' HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) (SEE NOTES ON NEXT SHEET FOR PLATES ABOVE 8'-0") W * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS * 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 (n cU * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS F--� 2"x4" P.T. BOTTOM PLATE W/ J Q W �� 1/2"x8" ANCHOR BOLT ® 6'0" O.C. q —J 12 HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) BASE MOULD * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS 0 * 2--2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS 8" C.M.U. HEADER BLOCK '`. '� =-:'---- -- �...F 4" CONCRETE SLAB W/ U d� * 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 co cq ( 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) 8" C.M.U. FOUNDATION WALL C7 d' 6 MIL VAPOR BARRIER OVER `v TREATED & COMPACTED FILL C--,D crD Ict 8"x16" CONCRETE FOOTING Lo0 W/ 2 #4's CONTINUOUS '� `Y • c� STUD REQUIREMENTS FOR coco EXTERIOR VAULTED WALL AREAS 1'-8" 0 w * DO NOT USE-GABLE END TRUSSES 1 #4 CONT. Nr�� U * SIZE & SPACING OF STUDS SHOULD BE DETERMINED * _ 4" CONCRETE SLAB 'N/ * BY SPECIES & GRADE % HEIGHT OF WALL * �� FIBERMESH REINF. TYPICAL WALL SECTION * ALL STUDS IN EXTERIOR--VAULTED WALLS * SCALE: 3/4" 1 '-0" o * MUST BE CONTINUOUS TO BOTTOM CHORD * 14 14 * OF VAULTED TRUSS OR RAFTER MEMBER * 8" 6 MIL VAPOR BARRIER OVER `TREATED AND COMPACTED FILL 1x4 BRACES @ 48" O.C. 8' L 5 1 / 2 " CURB v SCALE: 3/4"=1 '---0" Q) E-- � b 4-] w 4" CONCRETE SLAB W/ BASE MOULD FIBERMESH REINF. cry 3/4" PLYWOOD �;Ug—FLOOR 2"x4" BOTTOM PLATE c__:i cliH cQ o DRAITN BY: ST DS CO INUOUS TO BOTTOM _ 24" DEEP WOOD FLOOR BJC HORD VAUL MEMBE TRUSSES ® 24" O_C. DESIGNED BY: 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL BJC 2 #4's CONTINUOUS SCALE' 1'-4" A5 NOTF-D 1/2" GYPSUM BOARD DATE: THICKENED SLAB JAN. 21 . x2 rOB N0. SCALE: 3/4"=1 '-0" 92101 NOT TO SCALE �G � A5 of 5 J • N 0) CD qp F O PHONE N O Z a 11 0) I � o 1 . < a z 10101 I F- cv to IN J — _ _._. - - ._ _ - - - — — — — — — — - _ / I x .. ........... i 0 — J o r 1 w 0 R! Q 1 H t_ 0 db L_P L A N > A o z E L. Q C T R I C � o w S E C O N D F L o o R CQ Cv tl PHONE n 1 W I _ r fl20b I I _ W � � WP ISP I / -- 0) Cl] v �7 ` 1 1 � // C�7 O az' I I / c, -- PH NE I _ - - Cq EYEBALL o �+ - _ - \ O ani C. I nl C-' U) (Ij 3 FOR GARAGE DOOR OPENERV) E. a-+ 1 1 \ � \ T #3 H M M c� fV Cv 42' � DRAWN BY: F►w BJC _ DESIGNED BY: BJC OD _ _ SCALE: - -- - - - - - - - - - - - - - - - / — � � � � — f � 1/4" - 1'-O' WP -- - - �� - - - - DATE: L C T R I C A L p L. A N. JAN. 13 1992 ❑ � � r13 _ I R s T L. o o _�_ _ -- _ _ _ _ _ - - - - - - - - � - toe 01 92101 _.— � 3HET N0.