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631 Beach Ave , n s1M �. 7t7'-2' TEMP.GL BYPAsS'G. srLwR.,pooRS z �_ g• .p�. q• 4 7 -5 ," 01 1 -1 5 :7 2 a -8 3 4 5 0 5 -o CvE lFY w/ EXIT. oPNG. CVERIFY W/ EXFST UPNG:] • ; . _ • 2852 � _ 2852;` 3 2852 W/ WIDE C2 4] SUPPORT MULLS 2 8 2 24 Cry .. M CEILING FIRST FLOOR' ,. . . TAO`- a0 �p N ENTRY' PO GH I ( 5/4 X 6 DECKING ,., CL'_ SHINGLES 3/8' BEADS BD. PLYWD. C� PANEL TO BATH #2 IN •� >- _j O i ENTR O I ": NEW PINE T.M. O T- . : G D 3/.8 BEADED BO. PLYWD. 1 � QIP 1 MATCH EXIST.] 3 I ) r x m N IS HALM EXIST. PINE X OD IN EXIST. WOOD 1 AI MT ' w I ! HW ; 3 5 R. A � LIVING EXIST. + NEW PINE T.M.Ir. XIST: D LI GYPSUM BOARD 1.5 p T III N I DINING EXIST. PINE E' IST. OD 1 I G EXIST. WOOD al 1.5 WORKROO GALES 0I I ac BRC)OKE 2'-8" '-8' Gl.. L I I N 1 . 1 T #1 CERAMIC TILE ERA IC TU G BOARD GYPSUM BOARD KITCHENEXIST, + NEW PINE T.M. O : T.M.E. Y D GYPSUM 0ARD 1 � W/ AN50M 2'-8"xG'�8' __.__ EXIST. ... .; I I 1 A4 MUD CARPET Q D, .� YN A GYPSUM BOARD REU5E EXI5T. I I I �j UTILITY VINYL EE WOOD G u d GYPSUMBOARD .-- DINING DOOR PTTI ULL DN. 1 III I ARAGCONCRETE , ,.�: I P O R GYP BOARD 12 • I 1 EXIST. A } SCREEN PORG ON RET C WING ES 3/13 BEADED D.` PLYWD. DN J SECOND FLOG ' NrxYh T M T1I• - _. _ w_ . EXIST. ` r WEST STUDIO G. 7 I I STAIR HALL EXIST. PINE Luis : WOOD E k ELI GYPSUM BOARD 1 V I EXIST. BROOKE CARPET O T. Yid BOARD GYPSUM BOARD 1.4' X_ DECK CL J GL I 12 ' 1G` DIA TU5CAN MASTER10 R6 + 5NLF'. I ri:,. ,, MASTER BATH CARPET NEW PWS; T.M.f'': OD , EL GYPSUM BOARD 1. 1 1 ROD + SHLF. �• I COLUMNS .M. GY «• OAVIN, GYPSUM BOARD --- EXIST. i' cV CARPET E GYPSUM BOAR 1.5 CALEB CARPET XIS - WOOD 5'-O"xG'-8• GL I I N I 1 T: ODD !� :,.. GYPSUM BOAR 1.5 2852 (0 BATH #2 GE AMID TILE C RAMIG TIL GY BOAGYPSUM BOARD •_Or 6 LOUV. YPA55 G . STAIR I ! N ( WORKROOM CARPET O 1► D GYPSUM BOARD W/ T N50M4 0 3 �2 HALLIGL rite � a� ( EASTAUDIo A/C PLYwooD w� w �, O D GYPSUM BOARD I N ST DECK P.T: 5/4 X G DECKING GE SH G E5 3/8' BEADS BD. PLYWD. SIM O N REMOVE DR.+ ` • iI I 2'•-8'x6"-5, GL. I DECK 1 WEST DECK P.T. 5/4 X G DECKING --" G SNI E5 3/8' BEADS BD. PLYWD. 3 U N REUSE KITGH, -�-• -1 I W/ TRANSOM i4 1 , .`PROVIDR 3- EIL NG/WA L AN - - 1/2`. CROW MOLDINQ AT C I L D CE LING/BI AAM Qj A4 L ARKIN p I O I A T R I ��►NGTIANS. i 12 N uc .�, M S E T..M.E.'= TO MATCH EXI VINO. r, N N i l A4 t�j 1/2 Q' "n 3; REUSE EXIST' WALL PANELING 7 f�EMOLISHIiD WALLS Al NEW WALLa, AND PROVIDE NEW PANELING A�REGXIIRED TO MATCH EXISTING. UN E _ 2 2852 E XI T. 12 q' F,• q'-ro• 4'-0• 1/ S GC�NI] FLOOR V , 11 4• $PAGE FOR R 5E IN MASTER _ I 41, „.,., r REMOVE WALL PANIrLING THIS IJ LH 1/40 '� 1''-0` 5 ALL. EXISTING STAINED WOO/ ! EXIST. G _ � II I La PANELING TO REMAIN Is; 'TQ 13f* ... . 1 1q'-0' 8' D• Do 00 00 '' .CLEANEWSTRIPPEDIBLEACHEO TO REMOVE BLUE/GREEN COLOR. THEN SIM _j . ij R NI !*0 W N 3 �9 12 F.L WITH EW STA1N' ID VARNISH.` J ' E i �, NUMBEREA N TE Q WN DOTTED q SWR• 5 1. � E STIND WALL T BE REMOVED 1 1'- 'xG'-8" .2. REMOVE EXIST; DOOR AND PORTION OF WEST WALL, PROVIDE NEW i11 UV• GER, TEMP. GL. SHOWER ( DOUBLE 2 X 8 HEADER TIGHT`AGAINST DOUBLE;,PLATE INCREASING THE WALL TO 7' W/ 2' GL. DR. O C) N GL 2'-6"x6'-8" ci7 I OPENING HEIGHT, ANIS CASE NEW OPENING., ^ SUM PET W ODU 3, ," REMOVE EXIST.WINDOW AND INSTALL,NEW DOOR 1N SOUTH PORTION OF d � D + SHL. . LOUV. PGKr. �► 1 T-4 MSTR. BATH A4 OPENING. FILL REMAINING OPENING W/ 3J4" PLYWOOD SHEATHING ON GYP DI N SIDES ON z X 44 STUDS/EXIST. SHEATHING WITH GYPWEST SIDE SUM BOARD BOTH LJ .. "m D TUB 12 I 4. REMOVE EXIST. DOOR LEAVES AND SAVE FOR OWNER. ; :. +.: . r° a .., a•, : 51IM 5. 8"X 8'.X 4'GLASS BLOCK FROM CEILING TO 7.1/2"1 ASOVE FLOOR WITH AN412- 28521 WOOD PANELING AND WOW BASE TO FLOOR ON EAST SIDE AND CAVED 7"-1' MATCH FIR5T FLOOR 1 A4 BASF GLAZED WALL TILE' ON' DUROCK BACKER, BOARD AT WEST" (SHOWER)SIDE; EQUAL,TO ARGUS PATTERN BY PITTSBURGH CORNING, 12'-1 " 5'-5 1/2' 3'-4' '-10" '-G 1/ /2 6' 5 1/2" 5'-Z' '-8• 'INSTALLED IN QOMPL.IANCE WITH MANUFACTURER'S INSTRUCTIONS. 17 11 285 1 51M 6. . REMOVE EXISTING DOOR OR WINDOW AND FRAME AND CLOSE OPENING PROVIDE 8'X12" DUCT THRU FLR, W/ TURN OUT WITH FINISHES TO MATCH ADJACENT FINISHES, ON 2X FRAMING, THRU WALL W/ WEATHER CAP POR RANGE EXHAUST A4 PROVIDE 3J4" PLYWOOD SHEATHING TO ALIGN WITH EXIST. SHEATHING AG GOND. 32,_O. 38x2WHERE OCCURS, UNITS12'-0'- 7. ADD 3-1/2" FIQERGLASS BATT INSULATION IN THIS WALL, FULL LENGTH; REWORK EX15T. H+C 5HWR W/ 3'-4" 4'-4 1/2• r 21 -6 G' 4'-0" '-Q '-5` q,_11" 8. NEW W16 X 36 WRAPPED IN WOOF. SEE DETAIL SHEET A5 STOOP - GONEALED PIPING • 1 a 1%) 51M 9. NEW W14 X 22 WRAPPED IN WOW. SEE DETAIL SHEET A5, H.B. A4 2446 8�4 2 24310 10 2 Cv 2'-G"X ^ MATCHING OTHER _2 _G• H I 00 I 12 • 11. EXISTING WOOD STAIRS. REFINISH. 12 U ( I ^. 11100 12; 314" PLYWOOD SHEATHING ON INT.FACE OF WALL UNDER FINISH WALL. DRY n. I �' I �AT�TGIDw SINK BATH #1 13. EXISTING FIREPLACE.REBUILD FIRE60X WITH FIREBRICKANP FACE WITH d 12 Q9 DROPPED SOFFIT I I I I I O u51TD ol.sw BRIGIf. cHlwc FLUE AND INFORM t?wNER IF ANY UTIL. 1 III ABOVE • 8'-0' A.F. I I ( I ( 1 REi-1A$ILITATION IS REQUIRED. i ( I ROOM I I ( I N 14. INSULATE EXISTING EXTERIOR WALL WHERE INTERIOR FINISH TO REMAIN � � I ( II KITCHEN A4 N �I I I I I I I ( q WITH FULL HEIGHT FOAM FILL TO PROVIDER 11 MIN, INSULATION; OR ZI REE . REMOVE EXTERIOR SHEATHING OR INTERIOR FINISH AND REPLACE ��•• q , _ f__= r _ I EQ I I EQ 13ATT INSULATION. I REMOVE DR.+ EX15T. L_L_, I I AFTER INSTALLING R-11 FIBERGLASS. w GARAGE2'-8'xG' \ REUSE NOTES= I. VERIFY Al.l� EXISTINrA IMI:NSIONS. NEW CONSTRUCTION SHALL Lu UP 4 R• 7-1/2` 2'-8"x6 -8 5E EX T. \ 2'-O'XG'_B' I I I I I I 5,~0. A �iN W! EXIST. G 5TRl TION TO REMAIN. q q q' 7R1=ADS EXT DR MUD KITCH. D I� �) REUSE EX15T. EXIST. I I I I I I I 2. 4 171MENS105 AIDC"�TQ f Cf: OF BLOCK, FACE or PLYWD. I $ %MIKA, OR Fop; D1r TUD OF INTERIOR PARTITION UNLESS GLO5. DOORosI.oPE PTW15� NoT�R, N M AG-] EXIST. I I LIVING I I I I I I .�+ 3. $ff ELEVATIONS FQ ATTIq GABLE WINDOW5 C3.20310 5H]. P.T.2x STEP 4 I I 4. FRQVipg WEATHERrR Off` ToRE5HOLD5 + WEATHER5TRIPPING AT ALL O 0 -CARPETED I, r. i.� I I I I O NNGED w Hv 2446 I I 1 a DNI 3 R• E?I;TR1Qf pUQRS. E GE DOOR HARDWARE IS PROVIDED BY a I I I I I I � TR1D=12. wNER �• INSTA{4R Y C NTRAGTOR. I T 5. I. EXIST EXTERIOR IN4 51O NG To BE REMOVED. BUT SHEATHING i COLOMN5lU5GAN T REMAIN. EX15Y;. Q , 1 TO BE REMOVED + REPLACED W/ NEW ROOF" x DECK ,O(�SjRu TION. L BVI DOWS CEDAR SHINGLE SIDING ARE NEW. zo 12 51M q co GYP. BD. GL05URE WALL BENEATH STAIR HALL 10 00 -2'-q' A4 d0N AGAINST AG RETURN - ( I I I I I I I Q cj FIRST FLOOR x +O. 0' I ( 9 I I IJ B I I 2 p P,R • P�1A _2,_6• L4* 1 ...p LEGENR A� � q 12 H.B. I I I I I I A4 I� ,: _ 00ljxl. N DINING 11 � I �CI;�T. }HALL To � ��13 �99Z N , I EQ EQ y� EQ EQ y I C) _1' 3/4'` AREAS CAG"D] XISI", WALL TO I�P�Ca.Il1 , �qH: � ' H.B. . 2-2552 v '1 'I 4 � 4• � IMW 1�1�1LL/GON57RUGTION � 41 "'1 � N REMOVE DR.+ ��/ LJP EQ I I ( f1 I I 15-r 184 5F L. 1q'-�• q'-G• 4'-O• .I -I REUSE UPSTAIRS / I ISR 2'" '� G''B*GL. PR 2' -6'xG' 2ND 1g7B W/ T 50 / TRAG2 �� UP M II II w Ngm 12 5lM 2--285 i9 -C)'-3 1/2" -0'-3 /2' 195L, GARAGE 5C?3 S 4 P rA 3 , - N SCREEN PORCH 227 5IF JUL 21992 S IRAL S UR -0'-4 3/4• ( 2 --0•--4 3/4" In ° �' Build' g and Zoning , FENCE BY OWNER UP 3 R• 7' I SIM O - �' t Y L W/ 11"TRAEDS 3'-O'x6 -8' I _g•x -8" I r+ `�.,It, " fr;jam, Y!` • <``' SGR N DR h 1 1 , .x 1 J - I s / GRN TRAN O A4 1 GOELZ RE51DENCE REMODELING �� W W/ TRA 50M ENTRY 5CREEN PORCH -- I 0 631 BAGf AVFNU 16' DIA T 5G d I k TOOLED CONTROL JOINTS TRD 12' �' ATLANTIC BAGH, FLQRII)A COL. -0'--4 3/4' -O'- 3/4" 'FIXED GI_A55 ® FIDE GL. SGREEN P.T. GxG POST I p :+ t AN r: ; ?, . y �. FIsber & S m 9 Architect» Inc- H.B. 4"-11" G'-5' G'-5• 4'-11" 1'-q 1/4" 7800 ]Wfart Pwkway, sWts 260 Jackswv0e, FlarWa 32286 7'-1' CVERI Y EX ST . Q• g•_0• G,-2* G•_g• 1O•-4• 22'-8` 1G" DIA TUSCAN COL. cxm RM „�,a TS JWTS 6/21/R2 1 6 80-_Z• 1-- 5 WALL BEYOND Floor Plan A4 _ ALUM. OR GQPPER OFF-- 2" RIDGE VENTS - TYP. EXTEND EXIST. BRICK CHIMNEY + STUCCO ENTIRE CHIMNEY 12 COPPER SAVE DRIP - TYP. 12 A 1D 10 20,310 WINDOW �4 ' PIA SEMI-GIR. WOOD LOUVER W/ PT 2x8 FASCIA - TYP. � HEAD 7'-O• AVE. ATTIC FLR. SGN + STORM BAFFLE BEHIND 12 12 AT gAPLE BEYOND 20,310 WINDOW 10 \\ 10 � 24" DIA SEMI-GIR. WO D LOUVER W/ PAINTED WOOD TRIM - HEAD 7'-0 • AVE, 5CREEN + STORM BAFFLE BEHIND 5EE WALL 5EGTION5 --TYP. ATTIC FLR. 1x6 WOOD TRIM • WINDOWS IN IIIIIIIII. I I 1 11 1 Mil + DOORS - TYP. WNW TTrTrN 111111 11 HIM I 1 1111111 f Jill if 1111 11 If 11 Jill I 1 11 Jill 1 1111 Jill I I III I I I Ulm I lift 11 v ] Jill IIIIIIIIIIIIII IIIIIIII I W -11.0.11111 '111 11 IN ]Ill IIILIJII 111111 IN Jill 11 1 M 1111 Hill IIIIIIIIII IIS L ❑ 1G" TUSCAN COL. o 11111 11 1 11 11 11 1 ENTRY PORCH GLA DPA LS 11 111 Jill Jill I 11111111 F17TTFFT-rl I III Jill III 111111111 11111111 T�ff I I TTTTT-TTT I I I LURTU-1 T I I I-I-r I_11_1 1. 11-1—FifffLUI I I 111 11 1\1 I I 1 1111111 Jill IIIIIII L I 111 11MI-I im HT91 I I I 111 ILIJ I II,J 11111111104: xG TRIM • HEAD OF WINDOWtiv STUCCO ON CMU ��LlS� �,ACI��,�EXI�r W/ LOWERED HEADS , �� To�'� �'7 FOUNDATION SPIRAL STAIR N WEST ELEVATION NORTH ELEVATION 1/4' - 1'-O" 1/4• = 1'-O• OI c'7 ALUM. OR COPPER OFF- RIDGE VENTS - TYP. 20310 WINDOW HEAD 7'-0" AVE. y _j 12 IRTTIG FLR. EXTENSION CEDAR SHINGLE SIDING 45' 014 5 MI-GIR. WOOD LOUVER W/ ROOF TYP' 5GRUN STORM BAFFLE BEHIND Jill Jill BEYOND 12 10 11 Jill IIIIIII III 111111 IIIII Jill Jill Jill III HIM I Jill 111 11 1111 1111 1111116" DIA TUSCAN I if WM I 1 11 1 1111 1 1 1 111111 COL. 7 a Jill III illill L a ROOFI III I-Ji I � ROOF NN Y ffffff8Hff T HVIffinyr Ill 11111 1111 11111 TTFI fill 11111 .............-J �i I len 1 11 111 1G• DIA TU5GAN COL. i MTT 11-1 jj I IIJ TRW 18" DIA TUSCAN COL. 5f IRAL STAIR 1G" DIA TU5CAN BEADED BD. PLYWD. GREY FIBERGLASS SCREEN 15' DIA TUSCAN P.T. 2x DECK FA5GIA 5 ) COL. BTWN. P.T. 6x6 GOL5. COL. SOUTH ELEVATION 1/4" — 1'-0• EAS T ELEVATION •,,� n, • 1/4* 1'-O' °�.s3' v^ vov e:,-) GOELZ RESIDENCE REMODELING �- 631 BEACH AVENUE ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects w e 7800 MW Parkway. St tr i?60 Jadcswv" Florldc , 3225¢\ OWN %30 T5 XtS deto G/21/tM 20 0 aft Elevation5 A2 I of i I .W TRUSS TYPE 'G' • 2'-0' O.G. TRUSS 'D' TRU55 TYPE 'E' • 2'-O' O.G. Xao ROOF' FRAMING 24' O.G G ROOF FRM TRU55 'H' • 2,._0. O• W/ 2 2x8 RIDGE x8 .RIDGE • 24. O.G. W/ • 2._0. O 1? 5 • U 2X8 GABLE FASCIA 0 2x8 GABLE FAS IA I i 1 1 1 TRU55 TYPE A AG-2 ILL 19 - - i _ OD ❑' X TRU55 TYPg B , rOUBL -TRU 5 el 2-2x 2� 12. ... , 12 ['� 1 1 10 f�" 7 /� -110az . , DOUB E TR 55 ' ' 4[TIQ I I I I W/ 2 FRM . BET N. S1�I�f t tr 'RIDGE' �:- W 1 1 1 t 1 1 1_ _ _ I_ _ J � ' I I 1• I I I I i l a TR 55 TYPE...c - I �Q12 12 1 1 1 1 , 1 1�.... 1 I� � • W RIDG ^' Q LL U) 13 I I I I ( I I I I I I � LL.. � � 1 1 1 , 1 1 '� ; ; ' /-1 • I 1 1 1 1 , � r W W 2 I ( I I ( i I� � - - - - . .. .. _ .. � . . - .'"�'• _ "`�" - � - - - - _ _ �.J 1 , 1 , 1 1 , 1 1 1 1 W V••) 1 1 1 1 1 ;© `VV� ,_"' 1...�� - ( I ( co • �� •�/�."M Q u I I V 1 1 1 X X �� 1 L TR /55 TYPE � N N � 1 1 1 I I I _ 5FCOND FLOOR i i I I I - _ . - -- - - - - --�-- - - - - _--_•. - . - - - - - _. . . — - -1- 1 1 �..4. � 1.�,. 12 12 BLOCK FIRST 2 TRUSSES• 48'O.G. - TYP. a 1 1 1 2�2 1 I IQ X10, o QJ1 L TR SS TYPE E W ~ 12 12 - - - - - - - - - - - - - - - - - - -� - - - _ _ . — 10� ATTR, f p �10 r-- 2X8 GABLE FASCIA 1 .3Q _4. 1 2X8 GABLE FASCIA BLOCK FIRST 2 TRUSSES. 48'O.C. - TYP. \ 2XG ROOF FRMG. BELOW- TR S TYPE' F z 5EEELEV. 12 12 BLOCK FIR5T 2 JOISTS + TRUSSES• 48'O.G. - TYP. 10I11p 1G" DEEP 4X2 FLOOR TRUSSES 16' O.G. 16" DP 4x2 TRUSSES ATTi� STQR, O.U. 2X8 FASCIA TRPl , § a TRU55 TYPE G 1 1 1 1 1 1 1 1 , 1 1 , 1 1 1 1 ' 1 I I I I I �� .�. ___: �.... - - '.�-'� - - •-'--••- - - -, .. u 12 12 III 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 II ( DROPPED SOt'FIT—" I 911 a I ( I I I �'-O* KITCHEN TOI I - - — - _ — - �.1 A.F.F. I =1 -�, I - - o N �f LFW- I I I IW I I I I I I I i I I I I � 1 1 1 1 1 I I I I - - ___._. - - _.___ - W , , 1 W 1 1 , 1 , 1 W O 1 1 , ( 1 1 1 1 1 I I I - V/ N 1 1 1 1 ,� , 1 1 , 1 1 1 1 1 1 1 1 ' ' I I 1 I I TRU55 TYPE I� - . �. ., 1 1 I I I �I _ - �-- - a - - - - - - - 1 , , 1 1 1 1 1 1 , 1 1 1 1 1 1 1 N -j w 1 1 1 1 1� 1 1 1 1 I 1 1 1 1 TR��a TYF'�a 1/8' � 1•-0• o I NII _ _ _ SII - - - - — - - N ❑ ❑ I i I I" i I I I I I I I I I I I AG�1 I I I I _ _ ____. �� TRUSST�S� NW - - - - - ---- - - — o ❑ I I I U I. DESIG TRU55G5 FQ 310 MPH WIND LOADS PER CHAPTER III ( i I I I I I I I I I I ( I I I I _ _ ____ _ _ _ 12, $ ANPARp BUILAING ODE. ALL TRUS5E5 TO BE " "- GE 1 I Y MAN RER'5 ENGINEER. 1 1 1 I I SUPPLY DUCT I I _ _ — _ _ �. _ I I �q � A � � r�. P[� 0 no Z I I IUNDER FLOOR ' " " " �"' " " ,� 2 R IQe 2XG TOP CH DAT OVERHANG EXTEN51ON5 WHERE I I III I I I I I I I 1 1 1 1 1 1 1 I I RA T�R5 EXPOSER A AVES OR SCAB ON 2XG EXTENSIONS. •O� 1'• I I - - ---- - - — - i — ° 3. Rl�TQF OF QVWA q�.,EXTEN51ON5 OR ADJUST ALIGNMENT 1 1 1 1 1 1 , 1 1 , 1 41 ,y O ALIGN FLOOR W/ r N 1 1 1 1 1 1 1 1 1 1 ❑ i,, I I - - , - _ — ^ _ X AT KXFQ= EAVES A ALLOW FOR 5/8' T1-11 BENEATH i III I I I I I I I I i I I I I I a I EXIST. I - - ---- - - - - a FIRST FLOOR RQor 5HEAT111NQ, , 1 I ( r - r . T - - - - - - - - L4• rw i�a�• , 0 p I ( I I N 4. PRQV1pr HURRICANE 4T PP AT EAGtj, TRU55 BEARING TQ w!, rSTAND UPLI T PLCULATED BY TRU55 MFG, 1 1 R.AIR UNDER STAIR 4 °� I I ( ( 1 _ _ _ _ _ SUPM11 , TRU55 ENGIM4 G DRAWINGS. J H .- -1 . F. 1 49—�`t -t`- + ROUTED UNDER FLOOR I I I ( i l9 x DBLE. IJI015T5 I - - - - ---- - � - - _ _ — _ _ `� NOTES DROP 13E RING SEE 5H A5 I I I I I _ _ _ _ _ _ 1. ALL HEADERS ARE DBLE, ?X8 UNLE55 ClTogfW15E NOTED. ' ' 2. 5EE SECTION 3/A3 FOR ANCHOR$ + 5W 5. - - - _ - - x 3. PRQVIAE BRIDGING • 12"` 9-CG, DENEATH FA LEL • „ ,! r iiia 2ND FLOOR WALLS TYF', '+ PROVIDE 50LI RIDGING 2X�, FRAMING • 24' O.G. 1 1 1 1 1 1 1 1 II II ' 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 y---- - - _ BENEATH PERPENDICULAR 2ND FLOOR WAI, TYP. 4. DUCT + D,,I�FU5ER LOCATIQN5 ARE DIAGRAM TIG ONLY. • 312 SLOPE TO FORM 11 11 11 a HVAG 5UB TO E)E51GN AYOUT �yY 7 MEET RE L�` 11 „ 11 11 11 11 11 �!"7 1 5 . 5 1 Q D �. •�. ti. j ,.j CRICKET LOADS. SUBMIT LAYOU �` �QU,P. REQ91 1 � V,,, � 11 11 11 11 11 II 11 � uj RIDE I of w - - II II Il II II II II - N 4 GOELZ RESIDENCE REMODELING , ■ - N Q N T- a 1 ( NO 08 e 631 BEACH AVENUE •VR 11 11 „ 1) 1, 11 11 I I I I i 1 I 11 1 11 1111 I I I I I I _ _ _ ATLANTIC BEAGI->f, FWRIDA II II ll II II II II X 11 11 11 11 11 11 ,1 f, • • �' --- - Fisher & Simmons Architepts, Inc. 2X8 FASCIA ' 780Q Wort Parkway. Suft 260 JocksonvALe, Fk� Wa, 3� ooF TRUSS 'B' 2x10 FLOOR J0I5T5 • 1G,• O.G. — ALIGN W/ EXIST. 00 TS Framin9 PI=5 A3 ' SEE 5HT.A5 FOR SIDING P.T. 2x10 FASCIA + 511EATHG. NOTES ~_ PT 2X5 PLATE W/ 18 GA. GALV. STRAP WRAPPED 1/2' ANG. BOLT5 • 18' + NAILED • PLATE. 240', + 18 GA GALV STRAP O.C. AND HOLDDOWN5 AS 7 W/� 7 10d 2x8 EXIST. PALM TREES TO REMAIN EA. GONr 5 UD INDICATED ON PLAN CG EMBED MIN) EXIST P.T 5/4x6 DECKING ON P.T. u NAILS MIN INTO STUD - 1/2' IRON . HOSE BiBB TO, BE.REMOVED 2x8'5 • 1G'O.G. EXIST. FIG TREE TO HE' RELOCATED FJY OWNER, m I X18.5' 5ETBAGK w - TYP aF` �3 XIST: CLEANOUT -0'-q 1/2" PT 2X8 PLATE W/ 2. ;►� COPPER FLASH. OVER NEW 4" LONG. SLAB T 1/2' ANG. BOLT CG' EMBED MINT - T EXIST. WALK _ _ _ _ _ _ _ _ _ _ - _ Y.T. 2x12 ON P.T. BLKG. I _ _ - - _ - - _ _ _ 232.0 EXIST. WALK _ _ _ / �� , 1/2" IRON P - SEE FOUNDATION -1•-4 3/4" c'- a p o_ - �` o a l� o � STUCCO FINISH PLAN i U ( _ �. •; wl / N I i EXIST. I 4. GONG DRIVE /SOX f,_ O 1-#5 CONT. CONG. TIE BEAM 1/4' EXPAN. JT. MATERIAL /� r 2 STORY l,l' ; _ } 10d NAILS • 4" D.G. TYP. 10d NAILS • 4' D.G. TYP. r A • GABLE END TRU55E5 • GABLE END TRU55E5 COPPER CAVE DRIP OVER COPPER SAVE DRIP OVER P.T. 1x2 P.T. 1x2 P.T. Zxl, FASCIA P.T. 2x8 FASCIA CEDAR SHINGLES OVER LAPPED CEDAR SHINGLES OVER LAPPED J� 30# FELTS ON 3/4' PLYWD. 30# FELTS ON 3/4' PLYWD. I E GLAS TEXTURED SHINGLES OVER STUD/PLATE/TRUSS TIE • EA. TRUSS SHEATN'G. ON GABLE END TRUSS SHEATH'G. ON GABLE END TRUSS F B R 5 STUD/PLATE/TRUSS TIE • EA. TRUSS 5TWP/p. TE/TRU55 TIE « EA. TRU55 TO MEET UPLIFT DETERMINED BY TRUSS TO MEET UPLIFT DETERMINED BY TRU55 TQ Mf;T: UPLIFT DETERMINED BY TRU55. LAPPED 15# FELTS ON 1/2ROOF MFG. - EQ. TO 5IMP50N 1-17; OR 5TUD/PL. MF ;Q. TO 5IMP50N H7; OR 5TUD/PL. SHEATHING MFG. - EQ. TO 5IMP50N H7; OR STUD/PL. TIE + PL./TRU55 TIE wHERE 5TUDS + TIE + PL./TRU55 TIE wHERE STUDS + T1� ; rI ,/TRU55 TIE WHERE 5TUD5 +.. TRU55E5 DON'T ALIGN - EQ. TO 5IMP50N TRU55E5 DON'T ALIGN - EQ. TO 5IMP50N TR $45 DON'T ALIGN - EQ. TO SINIPSDN RIP TOP OF EXPOSED 2x6 RAFTER 12 5P2 + H6 5� G ENDS TD .RECESS 5/8' T1-11 10� 5P2 + HG TRUSS TYPE H SIDING (FACE DN.) AT EXPOSED TRUSS TYPE G EAVES W/ SHEATHING CONT. R-30 F'GLASS. INSUL. Rr30 P', LA55, INSUL. ABOVE R-30 F'GLA55. IN5UL. CONT. W/ BAFFLES COPPER FLASH. OVER 2x6 TRIM CONT. COPPER FLASH. OVER 2x6 TRIM �Q�T• -TURN UP 8'MIN -TYP. COPPER EAVE DRIP OVER BETWN. TRU55E5 --- P.T. 1x2 ALIGN W/ WINDOW TRIM � RIPPED P.T. 2x8 FASCIA CONT. \ • R.O. HT. • WINDOWS + DRS. W/ WINDOWS + DRS. W/ R.D. HT. WI DO 5 5/8 GYP. ��, 5/8' GYP. BD. R.O. HT. • WINDOWS + DRS. W/ +17'-7 3/4 TRANSOMS TRANSOMS TRANSOMS 5EE BELOW FOR BEAM. FLASH.. + GLG. NOTES 1x8 ON 2x BLOCKING TO FORM rz •_� �-- 1G" DIA TUSCAN COL. ON VENTED ALUM PLINTH r tY r W GLOU5URE BTWN. TRUSSES - ,n PROVIDE 2' DIA. SCN'D. VENT P.T. 5/4x6 DECK'G. ON P.T. 5/4xG t w W � W HOLE • 24' D.G. EXCEPT EAST 51DESLEEPERS • 24" O.G. ON 5' STRIPS +1 +1 = +� - u OF q0# ROOFING � t a 1x12 TRIM CONT. 1x12 TRIM CONT. v-4 2x4 CAP W/ 5LOPED TOP Ln a C O DOUBLE HUNG WINDOW S � p DOUBLE HUNG WINDOW a0 0 ON 2x2 VERTICALS • GRNRS. CO I ►-- ~ + 4 INTERMEDIATES 2x2 BOT RAIL PARALLELS ROOF I 1x6 TRIM a0 >- L lxG TRIM dp LL_U- ROOF EDGE + FASGIA BEYOND a J.-C) 5'-C)•� w 1x2'5 CONT W/ 1x2 VERT5. R-lq F'GLA55 BATTS CONT. • 7 1/4" O.G. CJUSTIFY) COPPER FLASHING TURNED UP 8' y CEDAR SHINGLES OVER LAPPEp R-�lq F'GLA55 5ATT5 CONT. ' COPPER FLASH. OVE SHI GLES + 3D# FELTS ON 3/4' PLYWD. UP UNDER WINDOW F ANGE + 1/2' GYP. BD. ON 2XG 2x2 BETWN. 2x2 VERTICALS 90# MIN SURFACE ROLL ROOF ON $HEATH'G. ON GABLE END TRUSS 1/2• ,Gyp. pp, pfy XG OVER PLATE STUDS • 1G," O.G. 3/4' PLYWD.SHEATHING ON 2x6 JOISTS FELTS CONTINUE BEHIND TRIM aTUDS o lea' �•�. `� x COPPER FLASH OVE FELT + UNDER I P.T. 2x6 • 1G' D.C. CSLOPE 2') +q -10 3/a (VERIFY To SHINGLES + TURNED UP. 3/4' PLYWD. FLOOR 2x10 BLKG. SCABBED TO EA.2xG MATCH EXIST.) 3/4' PLYW�I, �LC) ?� 12 +q'-�10 3/4" CVERIFY TO 18 GA GALV STRAP • • !' +q'-10 3/4' CYERIFY TO 5� TRUSS A 2x10 JOISTS • 1G' O.G. O MATOH EXIST.) SHEATH'G. EX ENDED AS GLDUSURE o ?x1Q JOI5T5 O.G. MATCH EXIST.) 5EE NOTE5 ABOVE EA. DONT STUD W/ 7 10d FOR ROOF" FASCIA. • 24" O. NAILS MIN INTO EACH 5TUD COPPER DRIP OVER PTlxG FLA5H_ TIES. INSUL.. P.T. \ - TYP CLOSURE. ETC. \ \ ) 77TCOPPER FLASH. OVER 2xG TRIM \ 5/8' GYP. BD. U R.D. HT.. • WINDOWS + DRS. W/ 5/8" GYP. BD. R.O. HT. « WINDOW5 + DRS. W/ /8' GYP. '� R.O. HT. • WINDOWS + DRS. W/ TRANSOIMS EXCEPT AT KITGN.. MUD. UTIL.. TRANSOMS EXCEPT AT KITCH.• MUD. UTIL.. UR" TRANSOMS " + GARAGE WHERE 5 1/2' LOWER �� '� + GARAGE 1PVHERE 5 l/2" LOWER '` + GARACaE WHERE 5 1/ LOWER 1 1x12 TRIM CONT. W16x3G BEAM WRAP•D. +8 _1 1 W1Gx36 BEAM WRAP'D. DBLE. (MIN) 2x8 HEADER � DBLE. CMIN) 2x8 HEADER W/ WOOD ALIGN W/ WINDOW TRIM-TYP W/ WOOD pLE. CMINa hIADER I a x w w P.T. 2x12 ALIGED W/ TOP COL. > +i DIA. W/ P.T. 1X GLOUSURE, PROVIDE BOXED 2x12 BEAMS BEYOND :► �► 1x12 TRIM CONT. •�XGEPT AT GgAG + �' W r �t s VENT SPACE•TOP OF COL. PROVIDE u MUR ROOM WHgRC JG' u \ \ r PUP FLOOR %5�E5 r COPPER FLASH. ATOP COL. CAP. a < P Y / u, o rOR 1•--4 3/�4' WTH Q p 3/8 BEADED BD, L WD W I O (5�E 5HT Aql I p 00 3" 5GRN•D. VENT W/ 1x4 TRIM r ► �- l9 Q. + WD. STOP • PERIMETER v� sig LO w Lu CEDAR 5HINGLE5 ON FT 2X5 PLATE W/ y CEDAR SHINGLES ON A-It LAPPED FELTS ON LAPPED FELTS ON 1/2 ANG. BC.? T • 18 Y H ATHIN 3/4' PLYWD. SHEATHING O.G. ANP HOLpnQ�1 GAS 3/4' PL WD S E 18' DIA TUSCAN COLUMN W/ ik ON 2X6 STUDS • I�IpICATEp ON P1rA.�16" EMBE MIN ON 2XG STUDS • VENTED GA5T ALUM PLINTH IG' O.G_ PT 2X8 PLATE W/ 1G" D.G. 1/2' ANG. BOLTS • 18" 18 GA GALV STRAP • D.G. AND HOLDDOWNS AS SEE 1/A5 FOR ADDITIONAL NOTES 18 GA GALV STRAP • EA. CONT STUD W/ 7 lOd FIN' FL. ON ��'� 5 BFLR. SEE SHT A4 1. EA. CONT STUD W/ 7 10d C6" EMBED MIN) _ e, ON 2x5 J015T . A IGN- W/ E*IST FOR FDUNDATN. INDICATED ON PLAN .� + NAILS MIN INTO STUD �• �p -p• NAILS MIN INTO STUD d +0'-0" • P.T. 5/4x6 DECKING • 5 3/4' O'-O AT GARAGE + , TYP FIN. FL. ON 3/4" SUBFLR. O.G. ON P.T. 2x8 JOISTS • - TYP N 2x8 JOISTS- ALIGN W/ EXIST. \ \ * MUD ROOM COPPER FLASH. OVER D -O -q 1/2' "' 1G' D.G. --O'-q 1/2 -Q'-q 1/2" '�' COPPER FLASH. OVER P.T. 2x12 ON P.T. BLKG. -1'-4 3/4' `t P.T. 2x12 ON P.T. BLKG. CONT. 1-#5 CONT. GONG. TIE BEAM I 1-#5 CONT. GONG. TIE BEAM 1.45 CONT. GQN,,. I BEAM P.T. 5/4x6 DEGK'G. \ 8' CMU W/ FILLED CELL W/ 1-#5 4' PMP W/ FILA C �,L W/ 1-#*p 8" CMU W/ FILLED CELL W/ 1-#5 STUCCO FINISH • VERT. W/ HOOK T.+ G • 8' O.G. � P.T. 2x8 PL W/ 1/2" � �VERT. W/ HOOK T.+ G • 8' O.G. ► �l~f�T. W/ (IOC) �,�• � 8' D.G.,1 ON P.T.-2XG" N A.B. + 18 GA. STRAP p~ iv CV STUCCO FINISH TIE TO WOOD COL. OR d GRADE - 5LOPE FROM P.T. 2x4 -3'-5 1/2" THRU COL. TO 2x12 -3'-5 1/2" � '-5 1/2" CONT. ABOVE BLDG. r' /. ..a 7•.. .J f p 0 • U F- STACKED 8x16 CMU T • r GRADE - SLOPE FROM ' W/ FILLED CELLS + ' •• + :. • r ' ' W/ 3-#5 BLDG. 24 X 12" GONG. FTG. W/ 3-#5 1-#5 VERT W/ HOOK 24' X 12' CONC. FTG. W/ 3-#5z• GOND+• ITS• CONT. + #3 TEES •48' O.G. CONT. + #3 TIES •48' D.G. O ,IVT• + #3 TI O.G. 24' X 24" X 12' GONG. FTG. W/ 3-#5 EA. WAY WALL SECTION 1 WALL SECTION 2 WALL SFGTION r 1/2' 1'-O' A 1/2" 1•-0' A 1s NOTES P.T. 2x8 CONT. • WIG. 't I U 1. GLUE ALL WALL+ FLOOR SHEATHING TO SUPPORTING MEMBERS. 2. NAIL ALL WALL SHEATHING 4"0.C. AT EDGES + 12' O.G. AT 1/2' DIA BOLTS • WIG NOTCH EXIST. JOISTS • W1�4 INTERMEDIATE 5UPPORT5CIOd MIN). BLOCK SHEATHING AT ALL EDGES. TO SECOND FLOOR 2x10 JOISTS •1G" O.G. 2. LAP TOP PLATES TO PROVIDE MIN. OF q-lGd NAILS IN OVERLAPPED PLATE AREA. 2x6 PLATE 4. PROVIDE 18 GA. GALV STRAPS CEQ. TO 5IMP50N C5200a CONNECTION -- - - -- N BETWN. FOUNDATION PL. + FIRST FLOOR STUDS, AND BETWN. 15T + 2ND :ilk FLOOR STUDS. PROVIDE 2 • DBLE. STUDS AT JAMBS OF ALL OPENINGS 5/8" GYP. BD. .� P.T. 2x BLOCKING TO 5UPP0RT + 2 • EA. SIDE OF CORNERS. EXCEPT WHERE HOLDOWN5 ARE INDICATED. JOISTS W/ 1/2' DIA. THRU BOLTS N • 24" O.G. GCE . RESIDE REMODELING f � 631 BEAD M ' ►VENUE 3 1/2" CROWN MOLD ATLANTIC � � FLORIDA 2x BLKG. AS NAILER5 Simmons. Architects, IIIC�. 1/4 lx GYPESS CLOSURE CSAME SIZE � 7gq'q 13�'Ifp�'� Pqrkway, S4ute 260 Jacksanvilt;�, Florida 32a5fi ` BOTH W14 + WIG AS WELL A5 FAKE WEST BEAM SECTION q- Cons, qi� drwa Ghkd JWTS dvi�v/21/g2 5 pw M - � i r D • 1/ .. .............. qp G 5• B K C-2 �= IN IG F �P IN ATTIC 'Y TO LIVING wIT is 1 5 —�— C ACCESS TO 5 B PORCELAIN LIGHTS • CEILING— EA. �► IN ATTIGC Pa CONTROLS 1,12 O BzS EACH OUTLET qp G - . t� C G B F B F ellG D G 5EGOND FLOOR 1/4' 1'--O' c A E _ TO ENTRY R K C K db ELEGTRIGAL FIXTURE LEGEND S TQGGI.E 5WITGH PIMMI~R 5WITCr# H+C SHWR WJ Wqp, UFLFX REGEPTA"t CONEALED PIPING LJFM REG. A OVe COUNTER C44' A.F.F. RgG. - W THE FF A 0I5CONNECT5 FOR B H.B. H.B. ® 22 V. OUTLET/JUN pG H.B. ACCONDEN5ER5 00 ® JIW Y. JUNCTION D 4 TEL.VMONE OUTLET D 0 R G Tv I I I �'. GAPL TV OUTLET 00 DW I I I ( I I A PENPANT CEILING I LT. F ,TURF E DISP W �L MTV. LT XTUR RANG I I I I I I C REGg55EP CEILING L.T. FIATPRE R R L(;4I I F I I I I E ��1�TFPAN//pIG�G �TP: UNDER SOFFIT R I I I i I I F 52" ��I�.wG FAN qqP - >b 5>=PARATELY I REF ( I I I I G ExhA>aT FAN J 4' - 9 TUB FLUOR. - I.C�, SURFACE MTD. K VANITY FIXTURE B IIB L 24' ERCOUNTER I B I � I �A �T AT CEILING I I R CEI�IN.rq FIXTURE - AG MTD. /GARAGE DR. OPNR. FLOOR OUTLET 5WITCH ONLY LOWER MAl Or' DUPLEX 07 6IN CIGULAR ( B OUTLE15 WHICH ARE 50Q � J5 SWITGNED. L G--- WALL R I I BRAS5 HOUS.G I I MTD. TO 51DE I I PROVIDE GFI GIRCUI15 AT 1�4 PUTLETS AT W/ THREADED WET Og PAMP ARfA5. A 1 I I AP SET I I OF BEAMS —TY I • D B DR.B L! I I LUSH wJ i I I I , LOOK EX15T MET 0 QN Wr5 WAGE APT. TO REMAIN. HV I I I I I I FEED. O 01,15E PAN4� TQ .BE UNDERGROUND, II II I � - .. J J R B ( B B I B - � I A I i I I FIR5T FLOOR 200 AMP ELEG I F I I I I TO FLOOD PANEL L4• 1'-0• r . H.13- CENTER ON WAlL I I I I I a II II II D R II p H.B. a B \NJ UA yp WP z DR.BELL ; ice !, !� TO ENTRY G G GOELZ RE IDENGE REMODELING T FOODS 5 ,r TO FL00)5 � G31 , BEACH AVENUEP 1psh4 . 02ND L ATLANTIC BEACH, FLORIDA Q Fiedler & Simmon.s . Architedoi ,Inc.. N.B. 76'x0 >9tlPart pt�rlcray, X60 .l�r�csanvXl4 i'[a�4t �. cww 9�3Gi dry T5 JWTfi WZ3� Q 6 [Electrical PlanAG AV. TABU 1 COMPONENT AND CLADDING DESIGN CRITERIA AND LOADS DESIGN PRESSURES D Bu,ld ea gnatio 2001 lorida Building Code Interior Zone End Zone Code ror Design Loads, Effective (paf) (paf) ANSI/ASCE 7-98 Wind Area Roof l �g (Cd= 1.25) 0 - 20 of +48 -51 +48 -60 To Chord Dead Load 7 paf Top Chord Live Load 20 paf 21 - 50 of +46 -49 +46 -57 Bottom Chord Dead Load 5 paf Bottom Chord Live Load 10 paf 51 - 100 of +43 -48 +43 -52 Floor Loading (Cd= 1.00) 'fop :Chord Dopd,,_Lo*d 10 'paf 101 200 of +42 -45 +42.:_...._ :JT.. . .,.. . . _.._.,..._... - 49 Top Chord Live Load 40 paf - Bottom Chord Dead Load 5of Bottom Chord' Live Load 0 paf END ZONE DISTANCE, a 3' THIS STRUCTURE IS LOCATED IN THE WIND BORNE DEBRIS REGION AND HAS BEEN DESIGNED AS A PARTIALLY ENCLOSED STRUCTURE. AS SUCH THE GYPSUM BOARD Wind Loadir%^ (Cd= 1.60) -CEILING MAY NOT BE USED AS TRUSS ASCE 7-98 3s Gust 120 MPH � BOTTOM CHORD BRACING. REFER TO Exposure Category C TRUSS DESIGN DRAWINGS FOR BRACING Importance Factor 1.0 LOCATIONS. ACCEPTABLE METHODS V Buildin Category II INCLUDE 1x4 SPF RAT-RUNS W/ 2-10d .... M. .. Partially Enclosed COMMON NAILS IN EACH TRUSS OR Interior Pressure Coeff 0.55 SIMPSON TSB2-24 W/ 2-10dx1 1/211 NAILS C&C Design Pressures (see table 1) IN EACH TRUSS. SIM A2 SIM 181-2" EXIST 12'-011 ADDITION a _ . _--• — — 181-211 EXIST 121-011 ADDITION 81_01 51_1,1 �— \ 81_73/411 EXIST WALLS ' REMOVED 0 I 41-911 02 �0 XIS - _ Oi 203 DH T AC CONDENSER00 N N ; & DISCONNECT \ 00 AC WH n - _ �- _ \ I I _ o � 4" CONC DRIVE SEE �` n SHED ROOF \ I BATH N A3 I BELOW IN PLACE OF I I 0 ( 3 >� ( \ 11 EXIST I 0 I = I 30 tD GARAGE p CONCRETE I 119 _ SIM - -,, I m I cn cfl NSim X = I I 1� X ,u I w = \ I / A 2 lu I to X _ > I _.... _ I _ 10 0 N W N N e) J I N e I Z I �� N 1 1 3611 r-5 X - / STUDIO 4 tp �I � EXIST WALLS I - I = T PLYWOOD 0 0 I ' REMOVED d- + \ _ �- O 1SW_1 �0 1 I 1SW- cV 1 41-0 _ A2 / I N I O - 3611 A2 /0001* 1x6 T&G V-JT SOFFIT FC114 gEE cD I O ON 2x6 CEILING JOISTS A3 I I 0 8'-111 A.F.F. OVER TYVEK PR 3011 FRNCHI HOUSE WRAP • `� � A3 0 N P.T. x P.T. 6x6 FILE COPY . I I POST POS 1-O'1 I - - - _ Planning and Zoning r` 0 �,. N City of Atlantic Beach X iI"""'i O — X Planning g Department w —' I I _ ILl p II This approval verifies compliance wits applicable b Q -- r zoning, st.�bdivision Urrd other loca -,.nd I I I Q I 0 development regulations, bi!+ d7eF nc' :on Jtute � approval for the issuance c)f permit,;. ;;�yrn•,�snce Z with Florida Building Cade ane ai; oto- ap"iica'_�ie X !>� local, State and Federai perm;gine -ec.;ui• ,rnt, is W ( I must be verified by signature of the ; itv c� t!antic 41' CONC DRIVE > 4WOOD RAILINGF' - Beach Building Off" a. prior to t �ssi,�,ice of a IN PLACE OF 0 N Building Permit. EXIST SEE6A� Approv*d By: ommu i Develup�rector - A 3 aa: _ o s- 1 - r 100 1 SW-1 co A3 A3 �A3) A3 -' UP 16R N N r rl =12020 XD g _1 202^'FXD 31_11 10,_01 3,_111 V 21_011 161_21 81_01 0 21_011 161_211 81_011 41_011 R E C I � 7 i r r— `r' � r (� EXIS EXIST ADDITION ex ST EXIST ADDITION '� '� APP R OV E D RU4_iDNG & ZONING- N�l3 A3 CITY OF A1`LANTIC BEACH su,,.ctly� C�FIECi MAY 2 3 2003 FIRST FLOOR SECOND FLOOR MAY 2 3 2003 r 1x/411 ,a 11-011 _ oil EXIST WALL TO REMAIN - L V � EXIST WALL TO Be' REMOVED NEW WALL NOTES: 1. VERIFY ALL DIMENSIONS, 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. rw=21 7/16" OSB OR 1/2" CDX FASTENED TO FRAMING W/ 8-d GARAGEtILE SHEATHING, 'OR CENTERLINE OF INTERIOR PARTITION UNLESS NAILS 0 311/6'1. DBL STUD 0 ENDS OF SW. EACH STUD GOELZ AREAS: OTHERWISE NOTED. FOS = FACE OF STUD. IN DBL STUD GROUPS CONNECTED TO STUD, BEAM, OR 631 BEACH AVENUE EXIST GARAGE 663 SF 3. PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT ALL HEADER BELOW W/ SIMPSON CS16 W/ 24-10d NAILS. ATLANTIC BEACH FLORIDA ADDITION 344 EXTERIOR DOORS. 1 TOTAL GARAGE 1007 SF 7/16" OSB OR 1/211 CDX FASTENED TO FRAMING W/ Structural Engineer: 4. ALL EXTERIOR WINDOWS BY ANDERSEN. ALL EXTERIOR DOORS & 11 8d NAILS 0 31'/6". DBL STUD 0 ENDS OF SW. EACH STUD IN BWI Consulting, Inc. Fisher & Simmons Architects Inc. EXIST STUDIO 442SF WINDOWS TO MEET WIND PRESSURES INDICATED IN DESIGN CRITERIA DBL STUD GROUPS CONNECTED TO SLAB W/ SIMPSON HTT22. -' P 0 Box 51604 ADDITION 256 ABOVE. PROVIDE LOW-E INSULATING GLASS. 1510B Second Street South Jacksonville Beach, Florida z Jacksonville Beach Florida 32240 TOTAL 2ND FLOOR 698 SF 5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD (SPIE), _ , v ME CA NO. MW � 904-249-8419 904-247-1800 AA 0000138 OR APPROVED EQUAL. STUDS CAN BE SPF NO. 2. ALL TIMBER SHALL HAVE A -1 SAME AS SW 1 W/ SHEATH G APPLIED TO BOTH FACES _F_ DECK 309 SF MAXIMUM MOISTURE CONTENT OF 19y. OF WALL. SIMPSON HTT22 SHALL BE CONNECTED a 1 5/7/03 DELETED CUPOLA �,w„ 0238 �, TS d JWTS 2/24/03 1 4 6. PROVIDE AC DUCTS BETWEEN 1ST FLOOR CEILING & 2ND FLOOR TO SERVE TO SLAB W/ 5/811 ALL-THREAD EPDXIED 12" INTO d^' FLOOR REGISTERS AT SECOND FLOOR. CONC W/ SIMPSON ACRYLIC TIE. FLOOR PLANSAl 5 r . - -. FIBERGLASS SHINGLE ROOFING - r 12 12 12 '' 12 EXPOSED RAFTER ENDS '0000 7 7 7 7 i f� IT L-17 CEDAR SHINGLE SIDING _. . SIMPSON MT912 TWISTED"":' _....: STRAP W/ 14-10d NAILS 0 EACH RAFTE LMT 11 11 V FIBERGLASS LAMINATED SHINGLES 1� �. 0 011- )WOOD RAILING CEDAR BAND WOOD RAILING I El� ON LAPPED 30# 12 T00 6 11111 LIL 2x10 RAFTERS 7 �. 24 O.C. (SEE FRAMING 2t-�n ;� N LAN FOR 7- RAFTERS SPACED 16" -O.C.) R-30 ICYNENE INSULATION FOR SEALED ROOF -- N1/2" +17'-6 3/4' CONT COPPER SAVE --.�,� GYP BD CEILING — DRIP OVER P.T. 1x3 411 D DBLE 2x4 SYP #2 TOP Ul x6 T&G OINT CEDAR PLATE W/ SIMPSON SPH4 OD7__' 11 11 IIITIl 11 N 2x6x6' UTLOOKERS AT EVERY OTHER STU TO RAFTERS W/E 0� Od NAILSR KING STUD 1313 BRACKET Ll lo 10 10 W/ 12d NAIL 0 1211 O.C. 1/211 GYP BD 1x8 CEDAR BETWN RAFTERS DBLE 2x10 SYP #2 L 11 111 1 Ill ill WINDOW W/ 2x4 HEADER W/ JACK & CEDAR TRIM O.N. - _. .. .. 2 KINGS TYP .U. NEW CEDARI -SHINGLES_ IN- Ill Ill I IIITII 111111 111 1111 HIT 11 H IT 11' PLACE OF EXIST OVER OPPER FLASH'G TURNED 811= a0 14m"-IT 11 11 It 11 H it 11 11 H 11 H 1_1 U 1_1 I LJLU I I U H Ijj I -IL"111 1 1 11 111-1 11 w U LAPPING 30# FELTS ON UP BEHIND 12" FELTS 1/2" CDX PLYWD SHEATH'G ON 2x4 STUDS 0 16" O.C. R-13 BATT INSUL CONT OVERHEAD DOOR SIMPSON °CS16x3811 STRAP 1/211 GYP BD EAST ELEVATION VI/EST ELEVATION 0 32" O.C. BETWN ALIGNED ,� S W/ 10d NAILS 0 3 O.C. CONT 1/4" 1 -0' 1/4" 1'-0" 1ST & 2ND FLOOR STUDS 10-10d NAILS EA END OF STRAP 3/4" PLYWD STURDIFLOOR FIBERGLASS LAMT'D SHINGLES ON 1611 DEEP TRUSS s ON LAPPED 30# FELTS ON 1/2 1611 O.C. CDX PLYWD ON 2x6 RAFTERS +101-1 1/4' t9 2411 O.C. � 2%011 4x6 BEAM CONT COPPER SAVE N DRIP OVER P.T. 1x3 R-19 BATT INSUL CONT �� FIBERGLASS SHINGLE 4" RAD 1/211 GYP BD CEILING ROOFING N 1,�- i EXIST DBLE 2x4 SYP #2 TOP 12 12 3-10d TOE NAILS � �4 PLATE 12 12 AT EACH RAFTER V_ �7 --- CEDAR 4x4 W/ 1/2"x8"---LAG.-"---, . . __ _ .____.__. . _.., _._. .. .,.__ _ -EXPOSED RAFTER ENDS P.T. 2x8''LEDGER"'W/ 1 SCREWS W/ 111 WASHERS N 3-12d NAILS TO STUD 4L 1611 O.C.- NAIL RAFTER 6x6 HORIZ. & 4x6 DIAL CEDAR W TO LEDGER W/ 3-10d BRACKETS SECURE W/ 1/2"x _ CEDAR SHINGLE SIDING TOE NAILS. 10" LAG SCREWS W/ 1" DIA r' WASHER. COUNTERSINK & PLUG. co NEW CEDAR SHINGLES IN (CHAMFER ENDS 111) PLACE OF EXIST OVER 1/2" GYP BD a. LAPPING 300 FELTS ON ' P.T. 2x8 PLATE W/ 1/2"x12" 1/2 CDX PLYWD SHEATHG ON EXIST 2x4 STUDS 9 16" O.C. ANCHOR BOLT W/ 2"x2"x1/8" - PLATE WASHER 0 CORNERS, ENDS & 48" O.C. WOOD - EXIST P.T. 2x4 SILL PLATE - 1/411 EXPAN JT MATERIAL BRACKETI-Ill 11 IJ 11 RAILING I ILH-Ull 11 11 11 IT 11 VERIFY EXIST SIMPSON SPH4 OR SP1 W/ 10-10d NAILS AT SLOPED 4" CONIC SLAB W/ U-3 BiTil 11 UM 11 ITICEDAR BAND I it 11 Illill 11 EVERY OTHER STUD & EVERY 6x6 W1.4xW1.4 W.W.F. N HEADER KING STUD OR PROVIDE` IN PLACE OF EXIST +01-01' 1 . - Jill --illi 1111 1 41 STRAPS AS REQ'D 1-i 11 11 It ILI 11 H 1111 11 1 11 11 Ill Il 111111 H if 11 11 IT 11 1111 -11 111 1 1 � ��,� /� /��/�/��/��/��/� �`� IT 11 H 1111 H IT Ili 111 > p FIBERGLASS SHINGLE EXIST CONC DRIVE -� ��j�j�j /�j�j�j�jy�j�j�j� 1111 11 111111 11 IT 11 H H 11 HH 1 11 111111 SLOPED AWAY FROM BLDG '��/�� - ��/��f��/��/��/��/��/ ROOFING = iH 11 11 H If _ 24"x12','_CONC FTG_.. W/_. �� `/ _..- ., _... ..,....� . _. _ OF EXIST11111 11 11 IT 11 11 11 11 IT ill UjEl Ill ff 11 H 111 11 1111 1 ill 11 111111 Ill 1111IT11 II IT 11 ill 11 111 1 11BRACKET i 1 WALL SECTION I 1i lit IL11 I 111 11111 H it I 111 111111 fl 1111 IIITII 11 ff 11 H 11 1 -111 LU - A2 1/211 a 11_011 iu 1111 all III I 1 11 IT 1 1111 11 1 11 11 11 11 11 lilt ([ 11 If 11 1 11 1 11 11p,I _t I 1 11 ill 11 1 11 H U I I NOTES: 1. ROOF SHEATHING TO BE 1211 MIN. CDX W/ 8d COMMON WIRE NAILS 0 4" O.C. 0 ALL EDGES & 6" O.G. 0 INTERMEDIATE SUPPORTS. NORTH ELEVATION SOUTH ELEVATION 2. ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWD W/ BLOCKING AT EDGES, W/ 8d COMMON NAILS AT 1/4'11 '� 1�-Ott 1/g.1i a 1�_Ott 311 O.C. AT EDGES & 611 O.C. IN FIELD. SEE SHT A2 FOR SHEAR WALLS & NOTES. 3. GLUE & NAIL ALL 3/4" STURDI-FLOOR PLYWD SUB-FLOOR SHEATHING W/ 10d " O.C. EDGES & 6" O.C. FIELD. INSTALL SOLID � COMMON WIRE NAILS � 4 BLOCKING BETWEEN FLOOR TRUSSES AT ALL BEARING WALLS & SHEARWALLS. TOE NAIL BLOCKING TO DOUBLE TOP PLATE W/ 12d NAILS 4 611 O.C. 4. ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL WHEN NOT IN CONTACT W/ GALV. HARDWARE. FASTENERS FOR GALV. HARDWARE GOELZ � ., T01 BE HAND DRIVEN,, HOT DIP GALV"ENIZED..: �� :_: _.,, ,r... .. _ � .. . v. .� .. 631 BEACH AVENUE _ ATLANTIC BEACH, FLORIDA Structural Engineer: J BWI Consulting, Inc. Fisher & Simmons Architects, Inc. P.O. Box 51604 15108 Second Street South Jacksonville Beach, Florida Jacksonville Beach, Florida 32240 904-247-1800 AA C000138 ME CA NO. 9358 904-249-8419 ll 1 5/7/03 DELETED CUPOLA , 0239 , TS JWTS 2/24/03 2 or4 o .r,. ELEVATIONS & WALL SECTION A2 SEE 1/A2 FOR CONTINUATION P.T. 5/4x6 DECK'G. 'ON RIPPED P.T. 2x6 2x4 CAP 2x2 W/ SLOPED 2x4 CAP & 2x2 SLOPED NEW CEDAR SHINGLES IN (1 1/2" TO 511) SLEEPERS 0 2411 O.C. TOP ON 2x2 VERTICALS AT TOP ON 2x2 VERTTICALS AT CORNERS & 6 INTERMEDIATES PLACE OF EXIST OVER ON 311 STRIPS OF LOOSE VULKEM CORNERS & 6 INTERMEDIATES LAPPING 30# FELTS ON ROOF MEMBRANE 5/4x5/4 VERTICALS AT LEVEL P.T. 5/4x6 DECK'G. ON RIPPED P.T. 2x6 1/2i1 CDX PLYWD SHEATH'G 5/4x5/4 VERTICALS AT LEVEL P.T. 5/4x6 DECK'G. ON RIPPED P.T. 2x6 „ 0 1/2" TO 5111 SLEEPERS 0 24" O.C. ON EXIST 2x4 STUDS 9 16" O.C. R-13 BATT INSUL CONT 51' O.C. (JUSTIFY) TO (1 1/2i� TO 5") SLEEPERS 24" O.C. 5 O.C. (JUSTIFY) TO ON 311 STRIPS OF LOOSE VULKEM STOP 4" SPHERE ON 3 STRIPS OF LOOSE VULKEM STOP 4 SPHERE SIMPSON CS16x3311 STRAP 4/2" GYP BD ROOF MEMBRANE W/ 14-10d NAILS FROM BEA 11 _ ROOF MEMBRANE p VULKEM WATERPROOFING TO EVERY OTHER STUD & 10d NAILS 3 O.C. CONT _ 2x2 BETWN. 2x2 VERTICALS �1 EVERY KING STUD 3/4" PLYWD STURDIFLOOR 2x2 BETWN. 2x2 VERTICALS SYSTEM OVER 3/4 PLYWD $ � ALUM FLASH'G OVER RAISED ON 12" DEEP FLOOR ALUM FLASHING TURNED 8" ON 16" DEEP TRUSS 0 ALUM DRIP OVER P.T. 1x4 LEVEL P.T. 1x4 & P.T. 2x6 TRUSSER 0 1611 O.C. ON UP BEHIND 12" FELTS 16" O.C. & P.T. 2x6 HANGERS (SLOPE 1/4 /FT) - +10'-1 1/411 LEVE + 1_ 11 LEVE 9'-11 3/4" VULKEM WATERPROOFING —�- _ P.T.2x12 CONT -LEVEL - u P.T.2x12 CONT - LEVEL - SYSTEM OVER 3/4" PLYWD �. 3 1/2 ON 12" DEEP FLOOR V_ :r p TRUSSES * 1611 O.C. ON ' HAtViG'ERS ..•(SLOPE 1/4"/FT) , y RIM -NEW CEDAR SHINGLES IN � di w PLACE OF EXIST OVER ` o.. PLYWD SHEATH'G CONT R-19 BATT INSUL CONT LAPPING 30# FELTS ON JW%�1P4 010dMNAILS ATA1/211 CDX PLYWD SHEATH'G N > � To BOTTOM of BEAM \1/211GYP BD CEILING 1/21' GYP BD CEILING ON EXIST 2x4 STUDS 0 16" O.C. `� �� „ EACH TRUSS CE NG 1/2" GYP BD CEILING ? X16 PSL BEAM IN PLACE OF EXIST WALL „ EXIST DBLE 2x4 SYP 02 TOP SEE 1/A2 FOR CONTINUATION °" EXIST DBLE 2x4 SYP #2 TOP 1 1/2 GAP FOR DRAINAGE PLATE W/ SIMPSON SPH4 PLATE AT EVERY OTHER STUD F- & EVERY HEADER KING STUD 1 WALL SECTION 2. WALL SECTION W/ 10-10d NAILS w A1/211 = 11.011 1/211 = 1'-011 , a� NEw CEDAR SHINGLES IN CEDAR SHINGLE SIDING 2x6 CEDAR TRIM PLACE OF EXIST OVER 1/2" GYP BD 2x6 KING & JACK STUDS LAPPING 30# FELTS ON P.T. 2x8 PLATE W/ 1/2"x12'1 PER DRAWINGS 1/2 CDX PLYWD SHEATH'G ANCHOR BOLT W/ 2"x2"x1/8" ON EXIST 2x4 STUDS 0 16 O.C. PLATE WASHER 0 CORNERS, 2x8 CEDAR GARAGE. DOOR BUCK NAILED TO STUDS EXIST P.T. 2x4 SILL PLATE - ENDS & 48" O.C. CONCRETE NOTES W/ 2-16d COMMON OR 12d VERIFY EXIST SIMPSON SPH4 1/4" EXPAN JT MATERIAL CC NAILS • 1611 O.C. OR SPI W/ 10-10d NAILS AT SLOPED 411 CONC SLAB W/ 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS & SLABS = 2,500 PSI AT 28 DAYS (UNO). STOP EVERY OTHER STUD & EVERY 6x6 W1.4xw1.4 W.W.F. �} 2. ALL REINFORCING STEEL #3 & BIGGER SHALL Be ASTM A615 GRADE 40 DEFORMED BARS (UNO). HEADER KING STUD OR PROVIDE IN PLACE OF EXIST +0'-O" 3. ALL AeINFORCING` STr.EL SHALL HAVE 90� DEGREE BEND AT CORNeRs- WITH .'A`..251i._L.AP:=. _......� _ 4. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE & SHALL NOT REQUIRE WWF. STRAPS AS REQ'D 5. EARTH FILL SUPPORTING SLABS ON GRADE SHALL BE FREE OF ORGANIC MATERIAL & COHESIVE SOILS COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95X OF MODIFIED 2x6 SYP JAMB ATTACHED /�/� �j /R/ , /��j�j�/�� > 0 GARAGE DOOR EXIST GRADE - SLOPE �� X >�� `� �� , PROCTOR MAXIMUM DRY DENSITY. TO STUDS Wi 2 ROWS OF / /// //// // r' // MINIMUM SOIL BEARING CAPACITY 2000 PSF. 3 1/2" GALV DECK SCREWS AWAY FROM BUILDING ��j��j��j ��%�j%Ij%1j�� 6. STEMWALLS OVER 4 COURSES TALL REQUIRES SPECIAL ATTENTION TO BRACING DURING �i �i �i i �i ii�i iii/ 0 1211 O.C. ��,,�� i��SI ��ii��i��i - CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 24"x12" CONC FTG W/ %1111 �� ii iii �i% ------ 7. TO CONTROL CRACKING IN THE SLAB CUT 1" DEEP SAW CUTS INA 151x15' GRID THROUGHOUT 2-#5 CONT IN PLACE ,.� - /f SPACE 2x6 OVERHANG 0 THE SLAB WITHIN 12 HOURS OF A CdNCRETE PLACEMENT. GARAGE DOOR TRACK OF EXIST �i, � 0Y 241' O.C. W/ 2x10 BLKG 8. DO NOT SCALE FOOTING DIMENSIONS & LOCATIONS FROM THE FOUNDATION PLAN. DO NOOTTi ATTACHED PER MANUF BETWN RAFTERS DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FO NG WRITTEN SPECIFICATIONS �f - ~� /INTO END OF 2x6 S 4-12d SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT �-��r��•� NAILS TO RAFTERS & THE ENGINEER OF RECORD. A GARAGE DOOR JAMB DETAIL _ .. _ SIMPSON A35 CLIP&BE�'WN~ L 1 11 � WALL SECTION �,,..~�--�" IP TO TRPL STUD W! 3-HTS w/ 2x10 BLKG & 2x6 30 -2 A 3 1/2u = 1'-011 �,.� 20 10d NAILS (TYP 4 PLACES) 18'-2" 121_pll A 3 1/211 1'-011 2x10 RAFTERS 0 241' O.C. 2x10 RAFTERS 6" .0 2 0 RAFTERS 0 241' O.C. W/ 2x6 OVERHANGS / 2x6 OVERHANGS r, r, r, r, r, r, 0 LJ LJ LJ LJ LJ LJ t d r, rn r, r, Nr LJ LJ LJ LJ -0' 1 1 " i ND PAD C . ... _. � 411 r, CO t1 +s L J SET� GRADE- LJ RADE ,ABOVE -N r, J L J 4" CONC SLAB W/ 6x6 W1.4 O '� xW1.4 W.W.F. OVER 6 MIL VAPOR BARRIER ON CLEAN, COMPACTED, ` V_ 0 �' S TERMITE TREATED FILL 6 J 24 r, p ®-0'-3 3/4t1 8" CONCRETE BLOCK ON LJ an - 24"x12" CONC FOOTING W/ LJ � � v = Z N 2-#5 CONT W/ FILLED CELL I " N 'o ' N Z 4< ► O W/ #5 VERT 0 ALL CORNERS, @.01-011 .� � _ ; = J'- ENDS, & 41-0t1 O.C. I � N ie - x1 ID 2 xi RI GE _ //L L Q N 0 p 2x10 LEDGER ` 'a SLOPE SLAB 3 3/411 N io FRAMING W/FASTENED TO., 0 X X . ry N �-- 3-16d NAILS j N r, r, ® 12" O.C. ! �' OL J L J co�X a° Q N r .„. . L J . XV N I u �• 30"x30"x12" 0 1 " C.C. fA I 16 xu 8 THICKENED �`' / #5 CONC FOOTING EDGE W2- CONT ,y+ N ( W/ 3-#5 EACH , N N , ,�. L WAY 1 O i— U % r, r, 711x1611 PSL BEAM vv L 2- X12 xs LJ LJ r, t O ` L J N 2-2x10 x t N N N X s. L J 2 11 Q N N , RY '0''1/2” iZ.�' 6x6TPT W / 2x10 RAFTERS 0 24" O.C. 2x10 RAFTERS 0 16" C. 2x10 RAFTERS 0 24" O.C. 6 STUDS UNDER EACH ABU66 W/ 2x6 OVERHANGS W/ 2x6 OVERHANGS ENS OF BEAM. CONNECT STUDS TOGETHER W/ 12d BOTTOM I 'k W/ NAILS 9 611 O.C. USE W ` 2 SIMPSON HTT22 TO rn 2x8 COLLAR TIES AT 7 RAFTERS _ ,_ 1, I LJ CONNECT STUD GROUP ,1 - STRUCTURE TO Be BRACED & SUPPORTED ® -01-3 1/2 N SPACED 16 O.C. Wi 12 12d NAILS UNTIL ALL ROOF FRAMING & SHEATHING TO SLAB & SECURE TO X TO RAFTER AT EACH END. LOCATE BEAM W/ 2 SIMPSON cv BOTTOM OF COLLAR TIE ATt6" ARE i N PLACE' MTSC66 W/ 42-16d NAILS cv BELOW RIDGE. USE #1 SYP FOR EACH END OF BEAM COLLAR TIES AS THEY ARE EXPOSED. ROOF RAM NG PLAN r1/411LJ -0'-1 1/211 CDt" LJLJ N LJ r-i r, r, r, r, r, c 16'-211 8'-011 4'-O" SLOPED 12" DEEP FLOOR TRUSSES O 1611 O.C. 2'-0" OR 2x12 NO. 2 SYP FLOOR JOIS'T'S * 1211 O.C. (MAY RIP SLOPE DOWN TO 81' DEEP AT LOW POINT) GOELZ G GE ' 631 BEACH AVENUE , FLORIDA 4. FOUNDATION PLAN SECOND FLOOR FRAMING PLAN ATLANTIC BEACH - - 1/411 11-011 1/411 = 11-011 � Structural Engineer: NOTE TO TRUSS DESIGNERc BWI Consulting,P.O. Box 51804 g' �Inc. Fisher & Simmons Architects lin . , � TRUSSES SHALL BE DESIGNED AND CERTIFIED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER & SUBMITTED FOR i Jacksonville Beach, Florida 32240 1510B Second Street South Jacksonville Beach, Florida REVIEW TO THE ENGINEER OF RECORD. DO NOT FABRICATE ANY TRUSSES WITHOUT SHOP DRAWING APPROVAL FROM T $ � No, WN 904-249-"13 904-247-1800 AA C000138 ENGINEER OF RECORD. STRICTLY FOLLOW THE TRUSS PLACEMENT PLAN GIVEN HERE. ANY DEVIATIONS FROM THIS PL 1 5/7/03 DELETED CUPOLA , 0238 �.�,,, TS T;;.- JWTS x.2/24/03 3 4 SHALL BE CLEARLY NOTED ON THE SHOP DRAWINGS SO THE ENGINEER OF RECORD CAN ACCOMMODATE THE SHIFT a IN LOADS ON THE STRUCTURE. �� o ah. FOUNATION & A 34 FRAMING FLANS L3 i EXIST 2 STORY NEW ENCLOSED c� GARAGE/APARTMENT CONSTRUCTION W Q SHOWN CROSSHATCHED to AC 88.5' SET K � W , 1 181- 11 12+-0" DDIT N EXIST PALMS N EX EXI T V- 232.0' EXIST. WALK - o p � 0 0 0 � W D N lu lu EXIST WALK & N Q d X STEPS REMOVED EXIST ° ` p _ N RESIDENCE w o o EXIST CONC DRIVE _ Q_ �' a0 CO 0 x X a ATLANTIC m� ° ap .�.. W I OCEAN j N V- 1E _. to ju Wit— t.. .-. 91 21-011 111-011 1 1-011 232.0' x U � tu COASTAL - to CONSTRUCTION p � U CONTROL LINE N 10 89,8' SETBACK 801-2" EXIST. HOUSE 52.0' EXIST. SETBACK _ 15' INGRESS/EGRESS X EASEMENT I 21-0" 11'-0" '-O'i ALL EXIST PROTECTED TREES TO REMAIN. TAKE CARE TO PROTECT EXIST TREES DURING CONSTRUCTION. KEEP HEAVY EQUIP AND SUPPLIES FROM UNDER DRIP ZONES. a SIXTH STREET LOT 2 OF BLOCK 31 OF ATLANTIC BEACH, 401R/W ACCORDING TO THE PLAT OF THE MAYPORT TERCO.K A DURECORDED Y 14,RREN J' ITE PLA IN PnLAT BOO 5 PAGE64, OF THE CURRENT 111 = 20' PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. AC CONDENSER D & DISCONNECT D FA 0 8 I _ AC WH - i I L ELECTRICAL FIXTURE LEGEND: i H i i i $ TOGGLE SWITCH I AT CEILIN DIMMER SWITCH i DUPLEX RECEPTACLE S DUPLEX REC. ABOVE COUNTER (44" A.F.F.) �3 DUP. REG. - WEATHERPROOF i I 0 220V. OUTLET/JUNCTION BOAC i H i Q) 110 V. JUNCTION BOX ITO FLOODS I Q TELEPHONE OUTLET i DOOR S SMOKE DETECTOR � F � , OPENER I B Cj I CABLE TV OUTLET & i AT CEILING A PENDANT CEILING LT.I f%IXTURF- TO LIGHT I B WALL MTD, LT. FIXTURE ABOVE , C RECESSED CEILING LT. FIXTURE D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT Ii E EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY I F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) G EXHAUST FAN i TO FLOODS H FLUORESCENT - SURFACE MTD D K VANITY FIXTURE L TRACK LIGHT R CEILING FIXTURE SURFACE MTD. SWITCH ONLY LOWER HALF OF DUPLEX OUTLETS WHICH ARE SHOWN AS SWITCHED. IPROVIDE GFI CIRCUITS AT ALL OUTLET'S AT i A WET OR DAMP AREAS. D D PROVIDE AFCI'S IN ALL BEDROOMS PER NEC V+ B B �J�'--TO SWITCH ARTICLE 210-12. BELOW TYPE R FIXTURES WITHOUT SWITCHING H INDICATED SHALL HAVE AUTOMATIC DOOR i $ (LIGHT ON WHEN DOOR OPEN) HAVE OWNER WALK-THRU AFTER LOCATIONS OF } SWITCHES, OUTLETS, ETC HAVE BEEN MARKED ii FOR OWNER APPROVAL OF LOCATIONS PRIOR TO DOOR WIRING & GYP BD INST'ALLAT10N. OPENER H PREWIRE FOR STEREO SYSTEM AS DIRECTED BY & I ( OWNER. AT CEILING I i COORDINATE W/ SECURITY SUBCONTRACTOR FOR OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V ....� POWER SUPPLY FOR SeC TY PAEL. B GOELZ GARAGE 631 BEACH AVENUE ATLANTIC BEACH, FLORIDA Structural Engineer: BWI Consulting, Inc. Fisher & Simmons Architects, Inc. NOTE. PROVIDE AC DUCTS BETWEEN CEILING 4 P.O. Boa 51604 1510B Second Street South Jacksonville Beach, Florida FIRST FLOOR & SECOND FLOOR TO SERVE FLOOR REGISTERS SECOND FLOOR z Jacksonville Beach, Florida 32240 1/4" 1'-0" AT SECOND FLOOR. 1/41' 11-011 "n CA No. rise 9"-249-"1s 904-247-1800 AA C000138 0239 e� TS JVYTS ,2/24/�D3 4 4 2 O ih. lu u SITE & ELECTRICAL PLANS A4 (o 3 AV. � i r D • 1/ .. .............. qp G 5• B K C-2 �= IN IG F �P IN ATTIC 'Y TO LIVING wIT is 1 5 —�— C ACCESS TO 5 B PORCELAIN LIGHTS • CEILING— EA. �► IN ATTIGC Pa CONTROLS 1,12 O BzS EACH OUTLET qp G - . t� C G B F B F ellG D G 5EGOND FLOOR 1/4' 1'--O' c A E _ TO ENTRY R K C K db ELEGTRIGAL FIXTURE LEGEND S TQGGI.E 5WITGH PIMMI~R 5WITCr# H+C SHWR WJ Wqp, UFLFX REGEPTA"t CONEALED PIPING LJFM REG. A OVe COUNTER C44' A.F.F. RgG. - W THE FF A 0I5CONNECT5 FOR B H.B. H.B. ® 22 V. OUTLET/JUN pG H.B. ACCONDEN5ER5 00 ® JIW Y. JUNCTION D 4 TEL.VMONE OUTLET D 0 R G Tv I I I �'. GAPL TV OUTLET 00 DW I I I ( I I A PENPANT CEILING I LT. F ,TURF E DISP W �L MTV. LT XTUR RANG I I I I I I C REGg55EP CEILING L.T. FIATPRE R R L(;4I I F I I I I E ��1�TFPAN//pIG�G �TP: UNDER SOFFIT R I I I i I I F 52" ��I�.wG FAN qqP - >b 5>=PARATELY I REF ( I I I I G ExhA>aT FAN J 4' - 9 TUB FLUOR. - I.C�, SURFACE MTD. K VANITY FIXTURE B IIB L 24' ERCOUNTER I B I � I �A �T AT CEILING I I R CEI�IN.rq FIXTURE - AG MTD. /GARAGE DR. OPNR. FLOOR OUTLET 5WITCH ONLY LOWER MAl Or' DUPLEX 07 6IN CIGULAR ( B OUTLE15 WHICH ARE 50Q � J5 SWITGNED. L G--- WALL R I I BRAS5 HOUS.G I I MTD. TO 51DE I I PROVIDE GFI GIRCUI15 AT 1�4 PUTLETS AT W/ THREADED WET Og PAMP ARfA5. A 1 I I AP SET I I OF BEAMS —TY I • D B DR.B L! I I LUSH wJ i I I I , LOOK EX15T MET 0 QN Wr5 WAGE APT. TO REMAIN. HV I I I I I I FEED. O 01,15E PAN4� TQ .BE UNDERGROUND, II II I � - .. J J R B ( B B I B - � I A I i I I FIR5T FLOOR 200 AMP ELEG I F I I I I TO FLOOD PANEL L4• 1'-0• r . H.13- CENTER ON WAlL I I I I I a II II II D R II p H.B. a B \NJ UA yp WP z DR.BELL ; ice !, !� TO ENTRY G G GOELZ RE IDENGE REMODELING T FOODS 5 ,r TO FL00)5 � G31 , BEACH AVENUEP 1psh4 . 02ND L ATLANTIC BEACH, FLORIDA Q Fiedler & Simmon.s . Architedoi ,Inc.. N.B. 76'x0 >9tlPart pt�rlcray, X60 .l�r�csanvXl4 i'[a�4t �. cww 9�3Gi dry T5 JWTfi WZ3� Q 6 [Electrical PlanAG } 10d NAILS • 4" D.G. TYP. 10d NAILS • 4' D.G. TYP. r A • GABLE END TRU55E5 • GABLE END TRU55E5 COPPER CAVE DRIP OVER COPPER SAVE DRIP OVER P.T. 1x2 P.T. 1x2 P.T. Zxl, FASCIA P.T. 2x8 FASCIA CEDAR SHINGLES OVER LAPPED CEDAR SHINGLES OVER LAPPED J� 30# FELTS ON 3/4' PLYWD. 30# FELTS ON 3/4' PLYWD. I E GLAS TEXTURED SHINGLES OVER STUD/PLATE/TRUSS TIE • EA. TRUSS SHEATN'G. ON GABLE END TRUSS SHEATH'G. ON GABLE END TRUSS F B R 5 STUD/PLATE/TRUSS TIE • EA. TRUSS 5TWP/p. TE/TRU55 TIE « EA. TRU55 TO MEET UPLIFT DETERMINED BY TRUSS TO MEET UPLIFT DETERMINED BY TRU55 TQ Mf;T: UPLIFT DETERMINED BY TRU55. LAPPED 15# FELTS ON 1/2ROOF MFG. - EQ. TO 5IMP50N 1-17; OR 5TUD/PL. MF ;Q. TO 5IMP50N H7; OR 5TUD/PL. SHEATHING MFG. - EQ. TO 5IMP50N H7; OR STUD/PL. TIE + PL./TRU55 TIE wHERE 5TUDS + TIE + PL./TRU55 TIE wHERE STUDS + T1� ; rI ,/TRU55 TIE WHERE 5TUD5 +.. TRU55E5 DON'T ALIGN - EQ. TO 5IMP50N TRU55E5 DON'T ALIGN - EQ. TO 5IMP50N TR $45 DON'T ALIGN - EQ. TO SINIPSDN RIP TOP OF EXPOSED 2x6 RAFTER 12 5P2 + H6 5� G ENDS TD .RECESS 5/8' T1-11 10� 5P2 + HG TRUSS TYPE H SIDING (FACE DN.) AT EXPOSED TRUSS TYPE G EAVES W/ SHEATHING CONT. R-30 F"GLASS. INSUL. Rr30 P', LA55, INSUL. ABOVE R-30 F'GLA55. IN5UL. CONT. W/ BAFFLES COPPER FLASH. OVER 2x6 TRIM CONT. COPPER FLASH. OVER 2x6 TRIM �Q�T• -TURN UP 8'MIN -TYP. COPPER EAVE DRIP OVER BETWN. TRU55E5 --- P.T. 1x2 ALIGN W/ WINDOW TRIM � RIPPED P.T. 2x8 FASCIA CONT. \ • R.O. HT. • WINDOWS + DRS. W/ WINDOWS + DRS. W/ R.D. HT. WI DO 5 5/8 GYP. ��, 5/8' GYP. BD. R.O. HT. • WINDOWS + DRS. W/ +17'-7 3/4 TRANSOMS TRANSOMS TRANSOMS 5EE BELOW FOR BEAM. FLASH.. + GLG. NOTES 1x8 ON 2x BLOCKING TO FORM rz •_� �-- 1G" DIA TUSCAN COL. ON VENTED ALUM PLINTH r tY r W GLOU5URE BTWN. TRUSSES - ,n PROVIDE 2' DIA. SCN'D. VENT P.T. 5/4x6 DECK'G. ON P.T. 5/4xG t w W � W HOLE • 24' D.G. EXCEPT EAST 51DESLEEPERS • 24" O.G. ON 5' STRIPS +1 +1 = +� - u OF q0# ROOFING � t a 1x12 TRIM CONT. 1x12 TRIM CONT. v-4 2x4 CAP W/ 5LOPED TOP Ln a C O DOUBLE HUNG WINDOW S � p DOUBLE HUNG WINDOW a0 0 ON 2x2 VERTICALS • GRNRS. CO I ►-- ~ + 4 INTERMEDIATES 2x2 BOT RAIL PARALLELS ROOF I 1x6 TRIM a0 >- L lxG TRIM dp LL_U- ROOF EDGE + FASGIA BEYOND a J.-C) 5'-C)•� w 1x2'5 CONT W/ 1x2 VERT5. R-lq F'GLA55 BATTS CONT. • 7 1/4" O.G. CJUSTIFY) COPPER FLASHING TURNED UP 8' y CEDAR SHINGLES OVER LAPPEp R-�lq F'GLA55 5ATT5 CONT. ' COPPER FLASH. OVE SHI GLES + 3D# FELTS ON 3/4' PLYWD. UP UNDER WINDOW F ANGE + 1/2' GYP. BD. ON 2XG 2x2 BETWN. 2x2 VERTICALS 90# MIN SURFACE ROLL ROOF ON $HEATH'G. ON GABLE END TRUSS 1/2• ,Gyp. pp, pfy XG OVER PLATE STUDS • 1G," O.G. 3/4' PLYWD.SHEATHING ON 2x6 JOISTS FELTS CONTINUE BEHIND TRIM aTUDS o lea' �•�. `� x COPPER FLASH OVE FELT + UNDER I P.T. 2x6 • 1G' D.C. CSLOPE 2') +q -10 3/a (VERIFY To SHINGLES + TURNED UP. 3/4' PLYWD. FLOOR 2x10 BLKG. SCABBED TO EA.2xG MATCH EXIST.) 3/4' PLYW�I, �LC) ?� 12 +q'-�10 3/4" CVERIFY TO 18 GA GALV STRAP • • !' +q'-10 3/4' CYERIFY TO 5� TRUSS A 2x10 JOISTS • 1G' O.G. O MATOH EXIST.) SHEATH'G. EX ENDED AS GLDUSURE o ?x1Q JOI5T5 O.G. MATCH EXIST.) 5EE NOTE5 ABOVE EA. DONT STUD W/ 7 10d FOR ROOF" FASCIA. • 24" O. NAILS MIN INTO EACH 5TUD COPPER DRIP OVER PTlxG FLA5H_ TIES. INSUL.. P.T. \ - TYP CLOSURE. ETC. \ \ ) 77TCOPPER FLASH. OVER 2xG TRIM \ 5/8' GYP. BD. U R.D. HT.. • WINDOWS + DRS. W/ 5/8" GYP. BD. R.O. HT. « WINDOW5 + DRS. W/ /8' GYP. '� R.O. HT. • WINDOWS + DRS. W/ TRANSOIMS EXCEPT AT KITGN.. MUD. UTIL.. TRANSOMS EXCEPT AT KITCH.• MUD. UTIL.. UR" TRANSOMS " + GARAGE WHERE 5 1/2' LOWER �� '� + GARAGE 1PVHERE 5 l/2" LOWER '` + GARACaE WHERE 5 1/ LOWER 1 1x12 TRIM CONT. W16x3G BEAM WRAP"D. +8 _1 1 W1Gx36 BEAM WRAP'D. DBLE. (MIN) 2x8 HEADER � DBLE. CMIN) 2x8 HEADER W/ WOOD ALIGN W/ WINDOW TRIM-TYP W/ WOOD pLE. CMINa hIADER I a x w w P.T. 2x12 ALIGED W/ TOP COL. > +i DIA. W/ P.T. 1X GLOUSURE, PROVIDE BOXED 2x12 BEAMS BEYOND :► �► 1x12 TRIM CONT. •�XGEPT AT GgAG + �' W r �t s VENT SPACE•TOP OF COL. PROVIDE u MUR ROOM WHgRC JG' u \ \ r PUP FLOOR %5�E5 r COPPER FLASH. ATOP COL. CAP. a < P Y / u, o rOR 1•--4 3/�4' WTH Q p 3/8 BEADED BD, L WD W I O (5�E 5HT Aql I p 00 3" 5GRN'D. VENT W/ 1x4 TRIM r ► �- l9 Q. + WD. STOP • PERIMETER v� sig LO w Lu CEDAR 5HINGLE5 ON FT 2X5 PLATE W/ y CEDAR SHINGLES ON A-It LAPPED FELTS ON LAPPED FELTS ON 1/2 ANG. BC.? T • 18 Y H ATHIN 3/4' PLYWD. SHEATHING O.G. ANP HOLpnQ�1 GAS 3/4' PL WD S E 18' DIA TUSCAN COLUMN W/ ik ON 2X6 STUDS • I�IpICATEp ON P1rA.�16" EMBE MIN ON 2XG STUDS • VENTED GA5T ALUM PLINTH IG' O.G_ PT 2X8 PLATE W/ 1G" D.G. 1/2' ANG. BOLTS • 18" 18 GA GALV STRAP • D.G. AND HOLDDOWNS AS SEE 1/A5 FOR ADDITIONAL NOTES 18 GA GALV STRAP • EA. CONT STUD W/ 7 lOd FIN' FL. ON ��'� 5 BFLR. SEE SHT A4 1. EA. CONT STUD W/ 7 10d C6" EMBED MIN) _ e, ON 2x5 J015T . A IGN- W/ E*IST FOR FDUNDATN. INDICATED ON PLAN .� + NAILS MIN INTO STUD �• �p -p• NAILS MIN INTO STUD d +0'-0" • P.T. 5/4x6 DECKING • 5 3/4' O'-O AT GARAGE + , TYP FIN. FL. ON 3/4" SUBFLR. O.G. ON P.T. 2x8 JOISTS • - TYP N 2x8 JOISTS- ALIGN W/ EXIST. \ \ * MUD ROOM COPPER FLASH. OVER D -O"-q 1/2' "' 1G' D.G. --O'-q 1/2 -Q'-q 1/2" '�' COPPER FLASH. OVER P.T. 2x12 ON P.T. BLKG. -1'-4 3/4' `t P.T. 2x12 ON P.T. BLKG. CONT. 1-#5 CONT. GONG. TIE BEAM I 1-#5 CONT. GONG. TIE BEAM 1.45 CONT. GQN,,. I BEAM P.T. 5/4x6 DEGK'G. \ 8' CMU W/ FILLED CELL W/ 1-#5 4' PMP W/ FILA C �,L W/ 1-#*p 8" CMU W/ FILLED CELL W/ 1-#5 STUCCO FINISH • VERT. W/ HOOK T.+ G • 8' O.G. � P.T. 2x8 PL W/ 1/2" � �VERT. W/ HOOK T.+ G • 8' O.G. ► �l~f�T. W/ (IOC) �,�• � 8' D.G.,1 ON P.T.-2XG" N A.B. + 18 GA. STRAP p~ iv CV STUCCO FINISH TIE TO WOOD COL. OR d GRADE - 5LOPE FROM P.T. 2x4 -3'-5 1/2" THRU COL. TO 2x12 -3'-5 1/2" � '-5 1/2" CONT. ABOVE BLDG. r' /. ..a 7•.. .J f p 0 • U F- STACKED 8x16 CMU T • r GRADE - SLOPE FROM ' W/ FILLED CELLS + ' •• + :. • r ' ' W/ 3-#5 BLDG. 24 X 12" GONG. FTG. W/ 3-#5 1-#5 VERT W/ HOOK 24' X 12' CONC. FTG. W/ 3-#5z• GOND+• ITS• CONT. + #3 TEES •48' O.G. CONT. + #3 TIES •48' D.G. O ,IVT• + #3 TI O.G. 24' X 24" X 12' GONG. FTG. W/ 3-#5 EA. WAY WALL SECTION 1 WALL SECTION 2 WALL SFGTION r 1/2' 1'-O' A 1/2" 1•-0' A 1s NOTES P.T. 2x8 CONT. • WIG. 't I U 1. GLUE ALL WALL+ FLOOR SHEATHING TO SUPPORTING MEMBERS. 2. NAIL ALL WALL SHEATHING 4"0.C. AT EDGES + 12' O.G. AT 1/2' DIA BOLTS • WIG NOTCH EXIST. JOISTS • W1�4 INTERMEDIATE 5UPPORT5CIOd MIN). BLOCK SHEATHING AT ALL EDGES. TO SECOND FLOOR 2x10 JOISTS •1G" O.G. 2. LAP TOP PLATES TO PROVIDE MIN. OF q-lGd NAILS IN OVERLAPPED PLATE AREA. 2x6 PLATE 4. PROVIDE 18 GA. GALV STRAPS CEQ. TO 5IMP50N C5200a CONNECTION -- - - -- N BETWN. FOUNDATION PL. + FIRST FLOOR STUDS, AND BETWN. 15T + 2ND :ilk FLOOR STUDS. PROVIDE 2 • DBLE. STUDS AT JAMBS OF ALL OPENINGS 5/8" GYP. BD. .� P.T. 2x BLOCKING TO 5UPP0RT + 2 • EA. SIDE OF CORNERS. EXCEPT WHERE HOLDOWN5 ARE INDICATED. JOISTS W/ 1/2' DIA. THRU BOLTS N • 24" O.G. GCE . RESIDE REMODELING f � 631 BEAD M ' ►VENUE 3 1/2" CROWN MOLD ATLANTIC � � FLORIDA 2x BLKG. AS NAILER5 Simmons. Architects, IIIC�. 1/4 lx GYPESS CLOSURE CSAME SIZE � 7gq'q 13�'Ifp�'� Pqrkway, S4ute 260 Jacksanvilt;�, Florida 32a5fi ` BOTH W14 + WIG AS WELL A5 FAKE WEST BEAM SECTION q- Cons, qi� drwa Ghkd JWTS dvi�v/21/g2 5 pw M - SEE 5HT.A5 FOR SIDING P.T. 2x10 FASCIA + 511EATHG. NOTES ~_ PT 2X5 PLATE W/ 18 GA. GALV. STRAP WRAPPED 1/2' ANG. BOLT5 • 18' + NAILED • PLATE. 240', + 18 GA GALV STRAP O.C. AND HOLDDOWN5 AS 7 W/� 7 10d 2x8 EXIST. PALM TREES TO REMAIN EA. GONr 5 UD INDICATED ON PLAN CG EMBED MIN) EXIST P.T 5/4x6 DECKING ON P.T. u NAILS MIN INTO STUD - 1/2' IRON . HOSE BiBB TO, BE.REMOVED 2x8'5 • 1G'O.G. EXIST. FIG TREE TO HE' RELOCATED FJY OWNER, m I X18.5' 5ETBAGK w - TYP aF` �3 XIST: CLEANOUT -0'-q 1/2" PT 2X8 PLATE W/ 2. ;►� COPPER FLASH. OVER NEW 4" LONG. SLAB T 1/2' ANG. BOLT CG' EMBED MINT - T EXIST. WALK _ _ _ _ _ _ _ _ _ _ - _ Y.T. 2x12 ON P.T. BLKG. I _ _ - - _ - - _ _ _ 232.0 EXIST. WALK _ _ _ / �� , 1/2" IRON P - SEE FOUNDATION -1•-4 3/4" c'- a p o_ - �` o a l� o � STUCCO FINISH PLAN i U ( _ �. •; wl / N I i EXIST. I 4. GONG DRIVE /SOX f,_ O 1-#5 CONT. CONG. TIE BEAM 1/4' EXPAN. JT. MATERIAL /� r 2 STORY l,l' ; TRUSS TYPE 'G' • 2'-0' O.G. TRUSS 'D' TRU55 TYPE 'E' • 2'-O' O.G. Xao ROOF' FRAMING 24' O.G G ROOF FRM TRU55 'H' • 2,._0. O• W/ 2 2x8 RIDGE x8 .RIDGE • 24. O.G. W/ • 2._0. O 1? 5 • U 2X8 GABLE FASCIA 0 2x8 GABLE FAS IA I i 1 1 1 TRU55 TYPE A AG-2 ILL 19 - - i _ OD ❑' X TRU55 TYPg B , rOUBL -TRU 5 el 2-2x 2� 12. ... , 12 ['� 1 1 10 f�" 7 /� -110az . , DOUB E TR 55 ' ' 4[TIQ I I I I W/ 2 FRM . BET N. S1�I�f t tr 'RIDGE' �:- W 1 1 1 t 1 1 1_ _ _ I_ _ J � ' I I 1• I I I I i l a TR 55 TYPE...c - I �Q12 12 1 1 1 1 , 1 1�.... 1 I� � • W RIDG ^' Q LL U) 13 I I I I ( I I I I I I � LL.. � � 1 1 1 , 1 1 '� ; ; ' /-1 • I 1 1 1 1 , � r W W 2 I ( I I ( i I� � - - - - . .. .. _ .. � . . - .'"�'• _ "`�" - � - - - - _ _ �.J 1 , 1 , 1 1 , 1 1 1 1 W V••) 1 1 1 1 1 ;© `VV� ,_"' 1...�� - ( I ( co • �� •�/�."M Q u I I V 1 1 1 X X �� 1 L TR /55 TYPE � N N � 1 1 1 I I I _ 5FCOND FLOOR i i I I I - _ . - -- - - - - --�-- - - - - _--_•. - . - - - - - _. . . — - -1- 1 1 �..4. � 1.�,. 12 12 BLOCK FIRST 2 TRUSSES• 48'O.G. - TYP. a 1 1 1 2�2 1 I IQ X10, o QJ1 L TR SS TYPE E W ~ 12 12 - - - - - - - - - - - - - - - - - - -� - - - _ _ . — 10� ATTR, f p �10 r-- 2X8 GABLE FASCIA 1 .3Q _4. 1 2X8 GABLE FASCIA BLOCK FIRST 2 TRUSSES. 48'O.C. - TYP. \ 2XG ROOF FRMG. BELOW- TR S TYPE' F z 5EEELEV. 12 12 BLOCK FIR5T 2 JOISTS + TRUSSES• 48'O.G. - TYP. 10I11p 1G" DEEP 4X2 FLOOR TRUSSES 16' O.G. 16" DP 4x2 TRUSSES ATTi� STQR, O.U. 2X8 FASCIA TRPl , § a TRU55 TYPE G 1 1 1 1 1 1 1 1 , 1 1 , 1 1 1 1 ' 1 I I I I I �� .�. ___: �.... - - '.�-'� - - •-'--••- - - -, .. u 12 12 III 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 II ( DROPPED SOt'FIT—" I 911 a I ( I I I �'-O* KITCHEN TOI I - - — - _ — - �.1 A.F.F. I =1 -�, I - - o N �f LFW- I I I IW I I I I I I I i I I I I � 1 1 1 1 1 I I I I - - ___._. - - _.___ - W , , 1 W 1 1 , 1 , 1 W O 1 1 , ( 1 1 1 1 1 I I I - V/ N 1 1 1 1 ,� , 1 1 , 1 1 1 1 1 1 1 1 ' ' I I 1 I I TRU55 TYPE I� - . �. ., 1 1 I I I �I _ - �-- - a - - - - - - - 1 , , 1 1 1 1 1 1 , 1 1 1 1 1 1 1 N -j w 1 1 1 1 1� 1 1 1 1 I 1 1 1 1 TR��a TYF'�a 1/8' � 1•-0• o I NII _ _ _ SII - - - - — - - N ❑ ❑ I i I I" i I I I I I I I I I I I AG�1 I I I I _ _ ____. �� TRUSST�S� NW - - - - - ---- - - — o ❑ I I I U I. DESIG TRU55G5 FQ 310 MPH WIND LOADS PER CHAPTER III ( i I I I I I I I I I I ( I I I I _ _ ____ _ _ _ 12, $ ANPARp BUILAING ODE. ALL TRUS5E5 TO BE " "- GE 1 I Y MAN RER'5 ENGINEER. 1 1 1 I I SUPPLY DUCT I I _ _ — _ _ �. _ I I �q � A � � r�. P[� 0 no Z I I IUNDER FLOOR ' " " " �"' " " ,� 2 R IQe 2XG TOP CH DAT OVERHANG EXTEN51ON5 WHERE I I III I I I I I I I 1 1 1 1 1 1 1 I I RA T�R5 EXPOSER A AVES OR SCAB ON 2XG EXTENSIONS. •O� 1'• I I - - ---- - - — - i — ° 3. Rl�TQF OF QVWA q�.,EXTEN51ON5 OR ADJUST ALIGNMENT 1 1 1 1 1 1 , 1 1 , 1 41 ,y O ALIGN FLOOR W/ r N 1 1 1 1 1 1 1 1 1 1 ❑ i,, I I - - , - _ — ^ _ X AT KXFQ= EAVES A ALLOW FOR 5/8' T1-11 BENEATH i III I I I I I I I I i I I I I I a I EXIST. I - - ---- - - - - a FIRST FLOOR RQor 5HEAT111NQ, , 1 I ( r - r . T - - - - - - - - L4• rw i�a�• , 0 p I ( I I N 4. PRQV1pr HURRICANE 4T PP AT EAGtj, TRU55 BEARING TQ w!, rSTAND UPLI T PLCULATED BY TRU55 MFG, 1 1 R.AIR UNDER STAIR 4 °� I I ( ( 1 _ _ _ _ _ SUPM11 , TRU55 ENGIM4 G DRAWINGS. J H .- -1 . F. 1 49—�`t -t`- + ROUTED UNDER FLOOR I I I ( i l9 x DBLE. IJI015T5 I - - - - ---- - � - - _ _ — _ _ `� NOTES DROP 13E RING SEE 5H A5 I I I I I _ _ _ _ _ _ 1. ALL HEADERS ARE DBLE, ?X8 UNLE55 ClTogfW15E NOTED. ' ' 2. 5EE SECTION 3/A3 FOR ANCHOR$ + 5W 5. - - - _ - - x 3. PRQVIAE BRIDGING • 12"` 9-CG, DENEATH FA LEL • „ ,! r iiia 2ND FLOOR WALLS TYF', '+ PROVIDE 50LI RIDGING 2X�, FRAMING • 24' O.G. 1 1 1 1 1 1 1 1 II II ' 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 y---- - - _ BENEATH PERPENDICULAR 2ND FLOOR WAI, TYP. 4. DUCT + D,,I�FU5ER LOCATIQN5 ARE DIAGRAM TIG ONLY. • 312 SLOPE TO FORM 11 11 11 a HVAG 5UB TO E)E51GN AYOUT �yY 7 MEET RE L�` 11 „ 11 11 11 11 11 �!"7 1 5 . 5 1 Q D �. •�. ti. j ,.j CRICKET LOADS. SUBMIT LAYOU �` �QU,P. REQ91 1 � V,,, � 11 11 11 11 11 II 11 � uj RIDE I of w - - II II Il II II II II - N 4 GOELZ RESIDENCE REMODELING , ■ - N Q N T- a 1 ( NO 08 e 631 BEACH AVENUE •VR 11 11 „ 1) 1, 11 11 I I I I i 1 I 11 1 11 1111 I I I I I I _ _ _ ATLANTIC BEAGI->f, FWRIDA II II ll II II II II X 11 11 11 11 11 11 ,1 f, • • �' --- - Fisher & Simmons Architepts, Inc. 2X8 FASCIA ' 780Q Wort Parkway. Suft 260 JocksonvALe, Fk� Wa, 3� ooF TRUSS 'B' 2x10 FLOOR J0I5T5 • 1G,• O.G. — ALIGN W/ EXIST. 00 TS Framin9 PI=5 A3 ' ALUM. OR GQPPER OFF-- 2" RIDGE VENTS - TYP. EXTEND EXIST. BRICK CHIMNEY + STUCCO ENTIRE CHIMNEY 12 COPPER SAVE DRIP - TYP. 12 A 1D 10 20,310 WINDOW �4 ' PIA SEMI-GIR. WOOD LOUVER W/ PT 2x8 FASCIA - TYP. � HEAD 7'-O• AVE. ATTIC FLR. SGN + STORM BAFFLE BEHIND 12 12 AT gAPLE BEYOND 20,310 WINDOW 10 \\ 10 � 24" DIA SEMI-GIR. WO D LOUVER W/ PAINTED WOOD TRIM - HEAD 7'-0 • AVE, 5CREEN + STORM BAFFLE BEHIND 5EE WALL 5EGTION5 --TYP. ATTIC FLR. 1x6 WOOD TRIM • WINDOWS IN IIIIIIIII. I I 1 11 1 Mil + DOORS - TYP. WNW TTrTrN 111111 11 HIM I 1 1111111 f Jill if 1111 11 If 11 Jill I 1 11 Jill 1 1111 Jill I I III I I I Ulm I lift 11 v ] Jill IIIIIIIIIIIIII IIIIIIII I W -11.0.11111 '111 11 IN ]Ill IIILIJII 111111 IN Jill 11 1 M 1111 Hill IIIIIIIIII IIS L ❑ 1G" TUSCAN COL. o 11111 11 1 11 11 11 1 ENTRY PORCH GLA DPA LS 11 111 Jill Jill I 11111111 F17TTFFT-rl I III Jill III 111111111 11111111 T�ff I I TTTTT-TTT I I I LURTU-1 T I I I-I-r I_11_1 1. 11-1—FifffLUI I I 111 11 1\1 I I 1 1111111 Jill IIIIIII L I 111 11MI-I im HT91 I I I 111 ILIJ I II,J 11111111104: xG TRIM • HEAD OF WINDOWtiv STUCCO ON CMU ��LlS� �,ACI��,�EXI�r W/ LOWERED HEADS , �� To�'� �'7 FOUNDATION SPIRAL STAIR N WEST ELEVATION NORTH ELEVATION 1/4' - 1'-O" 1/4• = 1'-O• OI c'7 ALUM. OR COPPER OFF- RIDGE VENTS - TYP. 20310 WINDOW HEAD 7'-0" AVE. y _j 12 IRTTIG FLR. EXTENSION CEDAR SHINGLE SIDING 45' 014 5 MI-GIR. WOOD LOUVER W/ ROOF TYP' 5GRUN STORM BAFFLE BEHIND Jill Jill BEYOND 12 10 11 Jill IIIIIII III 111111 IIIII Jill Jill Jill III HIM I Jill 111 11 1111 1111 1111116" DIA TUSCAN I if WM I 1 11 1 1111 1 1 1 111111 COL. 7 a Jill III illill L a ROOFI III I-Ji I � ROOF NN Y ffffff8Hff T HVIffinyr Ill 11111 1111 11111 TTFI fill 11111 .............-J �i I len 1 11 111 1G• DIA TU5GAN COL. i MTT 11-1 jj I IIJ TRW 18" DIA TUSCAN COL. 5f IRAL STAIR 1G" DIA TU5CAN BEADED BD. PLYWD. GREY FIBERGLASS SCREEN 15' DIA TUSCAN P.T. 2x DECK FA5GIA 5 ) COL. BTWN. P.T. 6x6 GOL5. COL. SOUTH ELEVATION 1/4" — 1'-0• EAS T ELEVATION •,,� n, • 1/4* 1'-O' °�.s3' v^ vov e:,-) GOELZ RESIDENCE REMODELING �- 631 BEACH AVENUE ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects w e 7800 MW Parkway. St tr i?60 Jadcswv" Florldc , 3225¢\ OWN %30 T5 XtS deto G/21/tM 20 0 aft Elevation5 A2 I of i I .W , n s1M �. 7t7'-2' TEMP.GL BYPAsS'G. srLwR.,pooRS z �_ g• .p�. q• 4 7 -5 ," 01 1 -1 5 :7 2 a -8 3 4 5 0 5 -o CvE lFY w/ EXIT. oPNG. CVERIFY W/ EXFST UPNG:] • ; . _ • 2852 � _ 2852;` 3 2852 W/ WIDE C2 4] SUPPORT MULLS 2 8 2 24 Cry .. M CEILING FIRST FLOOR' ,. . . TAO`- a0 �p N ENTRY' PO GH I ( 5/4 X 6 DECKING ,., CL'_ SHINGLES 3/8' BEADS BD. PLYWD. C� PANEL TO BATH #2 IN •� >- _j O i ENTR O I ": NEW PINE T.M. O T- . : G D 3/.8 BEADED BO. PLYWD. 1 � QIP 1 MATCH EXIST.] 3 I ) r x m N IS HALM EXIST. PINE X OD IN EXIST. WOOD 1 AI MT ' w I ! HW ; 3 5 R. A � LIVING EXIST. + NEW PINE T.M.Ir. XIST: D LI GYPSUM BOARD 1.5 p T III N I DINING EXIST. PINE E' IST. OD 1 I G EXIST. WOOD al 1.5 WORKROO GALES 0I I ac BRC)OKE 2'-8" '-8' Gl.. L I I N 1 . 1 T #1 CERAMIC TILE ERA IC TU G BOARD GYPSUM BOARD KITCHENEXIST, + NEW PINE T.M. O : T.M.E. Y D GYPSUM 0ARD 1 � W/ AN50M 2'-8"xG'�8' __.__ EXIST. ... .; I I 1 A4 MUD CARPET Q D, .� YN A GYPSUM BOARD REU5E EXI5T. I I I �j UTILITY VINYL EE WOOD G u d GYPSUMBOARD .-- DINING DOOR PTTI ULL DN. 1 III I ARAGCONCRETE , ,.�: I P O R GYP BOARD 12 • I 1 EXIST. A } SCREEN PORG ON RET C WING ES 3/13 BEADED D.` PLYWD. DN J SECOND FLOG ' NrxYh T M T1I• - _. _ w_ . EXIST. ` r WEST STUDIO G. 7 I I STAIR HALL EXIST. PINE Luis : WOOD E k ELI GYPSUM BOARD 1 V I EXIST. BROOKE CARPET O T. Yid BOARD GYPSUM BOARD 1.4' X_ DECK CL J GL I 12 ' 1G` DIA TU5CAN MASTER10 R6 + 5NLF'. I ri:,. ,, MASTER BATH CARPET NEW PWS; T.M.f'': OD , EL GYPSUM BOARD 1. 1 1 ROD + SHLF. �• I COLUMNS .M. GY «• OAVIN, GYPSUM BOARD --- EXIST. i' cV CARPET E GYPSUM BOAR 1.5 CALEB CARPET XIS - WOOD 5'-O"xG'-8• GL I I N I 1 T: ODD !� :,.. GYPSUM BOAR 1.5 2852 (0 BATH #2 GE AMID TILE C RAMIG TIL GY BOAGYPSUM BOARD •_Or 6 LOUV. YPA55 G . STAIR I ! N ( WORKROOM CARPET O 1► D GYPSUM BOARD W/ T N50M4 0 3 �2 HALLIGL rite � a� ( EASTAUDIo A/C PLYwooD w� w �, O D GYPSUM BOARD I N ST DECK P.T: 5/4 X G DECKING GE SH G E5 3/8' BEADS BD. PLYWD. SIM O N REMOVE DR.+ ` • iI I 2'•-8'x6"-5, GL. I DECK 1 WEST DECK P.T. 5/4 X G DECKING --" G SNI E5 3/8' BEADS BD. PLYWD. 3 U N REUSE KITGH, -�-• -1 I W/ TRANSOM i4 1 , .`PROVIDR 3- EIL NG/WA L AN - - 1/2`. CROW MOLDINQ AT C I L D CE LING/BI AAM Qj A4 L ARKIN p I O I A T R I ��►NGTIANS. i 12 N uc .�, M S E T..M.E.'= TO MATCH EXI VINO. r, N N i l A4 t�j 1/2 Q' "n 3; REUSE EXIST' WALL PANELING 7 f�EMOLISHIiD WALLS Al NEW WALLa, AND PROVIDE NEW PANELING A�REGXIIRED TO MATCH EXISTING. UN E _ 2 2852 E XI T. 12 q' F,• q'-ro• 4'-0• 1/ S GC�NI] FLOOR V , 11 4• $PAGE FOR R 5E IN MASTER _ I 41, „.,., r REMOVE WALL PANIrLING THIS IJ LH 1/40 '� 1''-0` 5 ALL. EXISTING STAINED WOO/ ! EXIST. G _ � II I La PANELING TO REMAIN Is; 'TQ 13f* ... . 1 1q'-0' 8' D• Do 00 00 '' .CLEANEWSTRIPPEDIBLEACHEO TO REMOVE BLUE/GREEN COLOR. THEN SIM _j . ij R NI !*0 W N 3 �9 12 F.L WITH EW STA1N' ID VARNISH.` J ' E i �, NUMBEREA N TE Q WN DOTTED q SWR• 5 1. � E STIND WALL T BE REMOVED 1 1'- 'xG'-8" .2. REMOVE EXIST; DOOR AND PORTION OF WEST WALL, PROVIDE NEW i11 UV• GER, TEMP. GL. SHOWER ( DOUBLE 2 X 8 HEADER TIGHT`AGAINST DOUBLE;,PLATE INCREASING THE WALL TO 7' W/ 2' GL. DR. O C) N GL 2'-6"x6'-8" ci7 I OPENING HEIGHT, ANIS CASE NEW OPENING., ^ SUM PET W ODU 3, ," REMOVE EXIST.WINDOW AND INSTALL,NEW DOOR 1N SOUTH PORTION OF d � D + SHL. . LOUV. PGKr. �► 1 T-4 MSTR. BATH A4 OPENING. FILL REMAINING OPENING W/ 3J4" PLYWOOD SHEATHING ON GYP DI N SIDES ON z X 44 STUDS/EXIST. SHEATHING WITH GYPWEST SIDE SUM BOARD BOTH LJ .. "m D TUB 12 I 4. REMOVE EXIST. DOOR LEAVES AND SAVE FOR OWNER. ; :. +.: . r° a .., a•, : 51IM 5. 8"X 8'.X 4'GLASS BLOCK FROM CEILING TO 7.1/2"1 ASOVE FLOOR WITH AN412- 28521 WOOD PANELING AND WOW BASE TO FLOOR ON EAST SIDE AND CAVED 7"-1' MATCH FIR5T FLOOR 1 A4 BASF GLAZED WALL TILE' ON' DUROCK BACKER, BOARD AT WEST" (SHOWER)SIDE; EQUAL,TO ARGUS PATTERN BY PITTSBURGH CORNING, 12'-1 " 5'-5 1/2' 3'-4' '-10" '-G 1/ /2 6' 5 1/2" 5'-Z' '-8• 'INSTALLED IN QOMPL.IANCE WITH MANUFACTURER'S INSTRUCTIONS. 17 11 285 1 51M 6. . REMOVE EXISTING DOOR OR WINDOW AND FRAME AND CLOSE OPENING PROVIDE 8'X12" DUCT THRU FLR, W/ TURN OUT WITH FINISHES TO MATCH ADJACENT FINISHES, ON 2X FRAMING, THRU WALL W/ WEATHER CAP POR RANGE EXHAUST A4 PROVIDE 3J4" PLYWOOD SHEATHING TO ALIGN WITH EXIST. SHEATHING AG GOND. 32,_O. 38x2WHERE OCCURS, UNITS12'-0'- 7. ADD 3-1/2" FIQERGLASS BATT INSULATION IN THIS WALL, FULL LENGTH; REWORK EX15T. H+C 5HWR W/ 3'-4" 4'-4 1/2• r 21 -6 G' 4'-0" '-Q '-5` q,_11" 8. NEW W16 X 36 WRAPPED IN WOOF. SEE DETAIL SHEET A5 STOOP - GONEALED PIPING • 1 a 1%) 51M 9. NEW W14 X 22 WRAPPED IN WOW. SEE DETAIL SHEET A5, H.B. A4 2446 8�4 2 24310 10 2 Cv 2'-G"X ^ MATCHING OTHER _2 _G• H I 00 I 12 • 11. EXISTING WOOD STAIRS. REFINISH. 12 U ( I ^. 11100 12; 314" PLYWOOD SHEATHING ON INT.FACE OF WALL UNDER FINISH WALL. DRY n. I �' I �AT�TGIDw SINK BATH #1 13. EXISTING FIREPLACE.REBUILD FIRE60X WITH FIREBRICKANP FACE WITH d 12 Q9 DROPPED SOFFIT I I I I I O u51TD ol.sw BRIGIf. cHlwc FLUE AND INFORM t?wNER IF ANY UTIL. 1 III ABOVE • 8'-0' A.F. I I ( I ( 1 REi-1A$ILITATION IS REQUIRED. i ( I ROOM I I ( I N 14. INSULATE EXISTING EXTERIOR WALL WHERE INTERIOR FINISH TO REMAIN � � I ( II KITCHEN A4 N �I I I I I I I ( q WITH FULL HEIGHT FOAM FILL TO PROVIDER 11 MIN, INSULATION; OR ZI REE . REMOVE EXTERIOR SHEATHING OR INTERIOR FINISH AND REPLACE ��•• q , _ f__= r _ I EQ I I EQ 13ATT INSULATION. I REMOVE DR.+ EX15T. L_L_, I I AFTER INSTALLING R-11 FIBERGLASS. w GARAGE2'-8'xG' \ REUSE NOTES= I. VERIFY Al.l� EXISTINrA IMI:NSIONS. NEW CONSTRUCTION SHALL Lu UP 4 R• 7-1/2` 2'-8"x6 -8 5E EX T. \ 2'-O'XG'_B' I I I I I I 5,~0. A �iN W! EXIST. G 5TRl TION TO REMAIN. q q q' 7R1=ADS EXT DR MUD KITCH. D I� �) REUSE EX15T. EXIST. I I I I I I I 2. 4 171MENS105 AIDC"�TQ f Cf: OF BLOCK, FACE or PLYWD. I $ %MIKA, OR Fop; D1r TUD OF INTERIOR PARTITION UNLESS GLO5. DOORosI.oPE PTW15� NoT�R, N M AG-] EXIST. I I LIVING I I I I I I .�+ 3. $ff ELEVATIONS FQ ATTIq GABLE WINDOW5 C3.20310 5H]. P.T.2x STEP 4 I I 4. FRQVipg WEATHERrR Off` ToRE5HOLD5 + WEATHER5TRIPPING AT ALL O 0 -CARPETED I, r. i.� I I I I O NNGED w Hv 2446 I I 1 a DNI 3 R• E?I;TR1Qf pUQRS. E GE DOOR HARDWARE IS PROVIDED BY a I I I I I I � TR1D=12. wNER �• INSTA{4R Y C NTRAGTOR. I T 5. I. EXIST EXTERIOR IN4 51O NG To BE REMOVED. BUT SHEATHING i COLOMN5lU5GAN T REMAIN. EX15Y;. Q , 1 TO BE REMOVED + REPLACED W/ NEW ROOF" x DECK ,O(�SjRu TION. L BVI DOWS CEDAR SHINGLE SIDING ARE NEW. zo 12 51M q co GYP. BD. GL05URE WALL BENEATH STAIR HALL 10 00 -2'-q' A4 d0N AGAINST AG RETURN - ( I I I I I I I Q cj FIRST FLOOR x +O. 0' I ( 9 I I IJ B I I 2 p P,R • P�1A _2,_6• L4* 1 ...p LEGENR A� � q 12 H.B. I I I I I I A4 I� ,: _ 00ljxl. N DINING 11 � I �CI;�T. }HALL To � ��13 �99Z N , I EQ EQ y� EQ EQ y I C) _1' 3/4'` AREAS CAG"D] XISI", WALL TO I�P�Ca.Il1 , �qH: � ' H.B. . 2-2552 v '1 'I 4 � 4• � IMW 1�1�1LL/GON57RUGTION � 41 "'1 � N REMOVE DR.+ ��/ LJP EQ I I ( f1 I I 15-r 184 5F L. 1q'-�• q'-G• 4'-O• .I -I REUSE UPSTAIRS / I ISR 2'" '� G''B*GL. PR 2' -6'xG' 2ND 1g7B W/ T 50 / TRAG2 �� UP M II II w Ngm 12 5lM 2--285 i9 -C)'-3 1/2" -0'-3 /2' 195L, GARAGE 5C?3 S 4 P rA 3 , - N SCREEN PORCH 227 5IF JUL 21992 S IRAL S UR -0'-4 3/4• ( 2 --0•--4 3/4" In ° �' Build' g and Zoning , FENCE BY OWNER UP 3 R• 7' I SIM O - �' t Y L W/ 11"TRAEDS 3'-O'x6 -8' I _g•x -8" I r+ `�.,It, " fr;jam, Y!` • <``' SGR N DR h 1 1 , .x 1 J - I s / GRN TRAN O A4 1 GOELZ RE51DENCE REMODELING �� W W/ TRA 50M ENTRY 5CREEN PORCH -- I 0 631 BAGf AVFNU 16' DIA T 5G d I k TOOLED CONTROL JOINTS TRD 12' �' ATLANTIC BAGH, FLQRII)A COL. -0'--4 3/4' -O'- 3/4" 'FIXED GI_A55 ® FIDE GL. SGREEN P.T. GxG POST I p :+ t AN r: ; ?, . y �. FIsber & S m 9 Architect» Inc- H.B. 4"-11" G'-5' G'-5• 4'-11" 1'-q 1/4" 7800 ]Wfart Pwkway, sWts 260 Jackswv0e, FlarWa 32286 7'-1' CVERI Y EX ST . Q• g•_0• G,-2* G•_g• 1O•-4• 22'-8` 1G" DIA TUSCAN COL. cxm RM „�,a TS JWTS 6/21/R2 1 6 80-_Z• 1-- 5 WALL BEYOND Floor Plan A4 _ D E 77— qp G B K C-2 B F – IN IG F F ,gyp IN ATTIC—�`� qp p TO LIVING $ SWITG TIG G ACCESS TO 5 Q F B PORCELAIN LIGHTS IN ATTIGC P) e CEILING– EA. t B CONTROLS 1/2 O EACH OUTLET G X. B G G F B F A � G D PC db 5FGOND FLOOR 1/4 1 --0 b aE TO NTRY R K G K D EL.EGTRIGAL FIXTLIR� LEGENDI. TQGGLE SWITCH DIMMER SWITCH H+G SHWR W/ n DUFLFX RECEPTACLE GONEALED PIPING DQFLEX REC. ABOVE Q0I1NTER C44* A.F.F.) �Qqr. REC. - WdATtJFRrRQQF H B DISCONNECTS FOR B H.B. H.B. ® 2.2QV. OUTLET/JUMPT.PDX 9 110 V. JUNCTION BOX AGGONDENSERS 4 TE± EPIIONE OUTLET 00 DG ryqp w CABLE TV OUTLET iqpOo O R I II O O DW A PENDANT CEILING LT. FIXTURE IFB WA(L MTD. LT. FIXTUg RANGE DISP I I I I I I G REPF55ED CEILING �,T. FIX PRE J J R UNDER SOFFIT L( 4I I F I I I I D XI ALlSTLE FF�NO/pIGHT GQMFP• - t SEPARATELY - R R I I 1 1 I I G EXHAUST FAN I I I I I J 4" - 2 TUB FLUOR. - GLC. SURFACE MTD. REF K VANITY FIXTURE B I B B I B R CEILING FIXTURE TERSE IMAGE MTD. AT CEILING70 DUPLEX / GARAGE DR. OPNR. I FLOOR OUTLET I a OUTLETS ONLY LOWER HALW a4 S SWITCHED. IN LIGULAR I B OUTLETS WIiIGH ARE SHAWN -- - WALL R I I BRASS HC-) -G I I MTD. TO SIDE I I WET VOR DAMP I AREAS. 09 TS AT �� QUTLETS AT AG 1 I I WAP TSET HREADED I I OF BEAMS –TY . qp B B DR.B LL I I LUSH W/ I I I I EXIST DETERS ON WAST GAFAGE APT. TO REMAIN. FLOOR I I I I FEED TO HOUSE PANEL TO BE UNDERGROUND. HW II II J J _ R B I B B I B - I a. A I I I I FIRST FLOOR 200 AMP ELEG a I F I I 1 1 TO FLOOD 1/4' . PANEL H.B. CENTER ON WALL D II II II --- II II II wa H.B. a II bp B ^� `J J1, 1 �l' - . w wa �� [)L� DR.BELL TO ENTRY �4 -- G A TO FOODS G G G OELZ RESIDENCE REMODELING TO C22ND FLOODS L ) �J ATLANTIC BEACH AVENUE BEACH. FLORIDA O Fisher & Simmons Architects, Inc. H.B. 7800 Rotfort Parkway, Swty 260 Jacksonville, FIQr`Icla 322% com T5 JWTb I dj.6/21/92 re 6 Electrical Plan A6 10d NAILS e 4" O.G. TYP. 10d NAILS e 4' O.G. TYP. a GABLE END TRUSSES s GABLE END TRU55ES COPPER SAVE DRIP OVER COPPER SAVE DRIP OVER P.T. 1x2 P.T. 1x2 P.T. 2x8 FASCIA P.T. 2x8 FASCIA CEDAR SHINGLES OVER LAPPED CEDAR SHINGLES OVER LAPPED 30# FELTS ON 3/4' PLYWD. 30# FELTS ON 3/4" PLYWD. FIBERGLASS TEXTURED SHINGLES OVER STUD/PLATE/TRUSS TIE a EA. TRUSS SHEATH"G. ON GABLE END TRUSS STUD/PLATE/TRUSS TIE e EA. TRUSS 5HEATH'G. ON GABLE END TRUSS 5Tp[)/PLATE/TRU55 TIE s EA. TRUSS LAPPED 15# FELTS ON 1/2" ROOF TO MEET UPLIFT DETERMINED BY TRUSS TO MEET UPLIFT DETERMINED BY TRUSS TQ MM UPLIFT DETERMINED BY TRU55 SHEATHING MFG. - EQ. TO 5IMP50N H7; OR STUD/PL. MFG. - EQ. TO SIMPSON H7; OR STUD/PL. MPS. -- EQ. TO SIMPSON H7; OR STUD/PL. TIE + PL./TRU55 TIE wHERE STUDS + TIE + PL./TRUSS TIE wHERE STUDS + TIF + PL./TRUSS TIE wHERE 5TUD5 + RIP TOP OF EXPOSED 2x6 RAFTER 12 TRUSSES DON'T ALIGN - EQ. TO SIMPSON TRUSSES DON'T ALIGN - EQ. TO 5IMP50N T9q55IIf5 DON'T ALIGN - EQ. TO 5IMP50N ENDS TO RECESS 5/8' T1-11 10� SP2 + HG TRUSS TYPE H 5P2 + H6 v 5P + hG SIDING CFAGE DN.7 AT EXPOSED TRUSS TYPE G EAVES W/ SHEATHING CONT. ABOVE R-30 F'GLASS. INSUL. �R-30 F'GLASS. INSUL. R--_jQ IF 4LASS. INSUL. CONT. W/ BAFFLE=S COPPER FLASH. OVER 2x6 TRIM CONT. COPPER FLASH. OVER 2x6 TRIM CONT. COPPER SAVE DRIP OVER- BETWN. TRUSSES -TURN UP 8'MIN -TYP. ALIGN W/ WINDOW TRIMin 00 P.T. 1x2 RIPPED P.T. 2x8 FA5GIA CONT. `-A _ R.D. HT. s WINDOWS + DRS. W/ /g• G R.O. HT. e WINDOWS + DRS. W/ 5 YP 15R 5/8' GYP. BD. R.O. HT. WINDOWS + DRS. W/ +17' 7 3/4' TRANSOMS r, TRANSOMS TRANSOMS SEE BELOW FOR BEAM. FLASH.. + CLG. NOTES 1x8 ON 2x BLOCKING TO FORMl` '-� 16' DIA TUSCAN COL. ON VENTED ALUM PLINTH 04 � az l__:GLOUSURE BTWN. TRUSSES - W w ,n w PROVIDE 2' DIA. SCN'D. VENT x P.T. 5/4x6 DECK'G. ON P.T. 5/4xCo } X } XHOLE e 24" O.G. EXCEPT EAST 5IDE `- w e `r w w ` +1 = SLEEPERS 24" O.G. ON 5" STRIPS +1 = +1 = u OF q0# ROOFING u v 1x12 TRIM CONT. Ln a a 1x12 TRIM CONT. to \ Q � z 2x4 GAP W/ SLOPED TOP DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW jP CO in p ►.n p O ON 2x2 VERTICALS e GRNRS. CO a0 "- + 4 INTERMEDIATES 2x2 BOT RAIL PARALLELS ROOF � ~- 1x6 TRIM cI 1x6 TRIM co >- O" 5 -O" 1x2"S CONT W/ 1x2 VERTS. ROOF EDGE + FASCIA BEYONDFv az COPPER FLASHING TURNED UP 8" w CEDAR SHINGLES OVER LAPPED w COPPER FLASH. OVE SHINGLES + R-1q F'GLASS BATTS CONT. > s 7 1/4' O.G. CJUSTIFY> > R-lq F'GLA55 BAT`S CONT. > NJ" 30# FELTS ON 3/4" PLYWD. UP UNDER WINDOW F ANGE + 1/2" GYP. BD. ON 2XG 2x2 BETWN. 2x2 VERTICALS q0# MIN SURFACE ROLL ROOF ON SHEATH'G. ON GABLE END TRUSS 1/2" GYP. RD. ON ?XG ` OVER PLATE STUDS a 16" O.G. s 16" O GD PLYW5HEATHING , * FELTS CONTINUE BEHIND TRIM STUDS ON 2x6 JOISTS p� a 1G* Q.G. COPPER FLASH OVERO.G.FELT + UNDER P.T. 2x6 q'-10 3/4" CVERIFY TO SHINGLES + TURNED UP. 12 3/4" PLYWD. FLOOR — MATCH EXIST) /I/1' PLYWp. f LGaOF 2x10 BLKG. SCABBED TO EA.2x6 +� +q"-10 3/4' CVERIFY TO +q'-10 3/4" CVERIFY TOS— 18 GA GALV ��TRAP a SEE NOTES ABOVE 5F TRUSS A 2x10 JOISTS 16" O.G. MATCH EXIST. SH£ATH'G. EX ENDED AS GLOUSURE O EA. CONT STUD W/ 7 10d 2x10 JOISTS 41 1(a' O.G. MATCH EXIST. FOR ROOF. FASCIA, s 24' O.G. NAILS MIN INTO EACH STUD FLASH., TIES. INSUL.. COPPER DRIP OVER P.T. 1xG \ - TYP . CLOSURE. ETC. c*7 - - \ COPPER FLASH. OVER 2x6 TRIM � \ 5/8' GYP. BD. R.O. HT. e WINDOWS + DRS. W/ t 5/8' GYP. BD. R.O. HT. a WINDOWS + DRS. W/ 5/8' GYP. Bp, R.D. HT. e WINDOWS + DRS. W/ TRANSOMS EXCEPT AT KITCH.. MUD. UTIL.. .I TRANSOMS EXCEPT AT KITCH.. MUD, UTIL., TRANSOMS V-4 r__4+ GARAGE WHERE 5 1/2" LOWER ' + GARAGE WHERE 5 1/2" LOWER + GARAGE WHERE 5 1/2" LOWER 1x12 TRIM GONT. DBLE. (MIN) 2x8 HEADER WlGx3G BEAM WRAP'D. +B'-1 1/2' DBLE. CMIN) 2x8 HEADER WlGx3G BEAM WRAP'D. DBLE. CMIN) 2x4 HI ADER W/ WOOD ALIGN W/ WINDOW TRIM--TYP�� W/ WOOD > `n 0z +i P.T. 2x12 ALIGED W/ TOP COL. � +1 lx 1x12 TRIM CONT. � +1 w DIA. W/ P.T. 1X GLOUSURE. PROVIDE BOXED 2x12 BEAMS BEYOND *EXCEPT AT GA, RAGr + U VENT SPACE eTOP OF COL. PROVIDE d v MUD ROOM WMgRr J6" v �jCOPPER FLASH. ATOP COL. CAP. Q DEEP FLOOR � USaES \ a a � FOR 1'-4 3/4' DEPTH � E 3/8' BEADED BD. PLYWD. W/ in Q n O 0 3' SGRN'D. VENT W/ 1x4 TRIM I O (SEE SHT Ada F I r 19 + WD. STOP e PERIMETER Q � w w CEDAR SHINGLES ON > } PT 2X8 PLATS W1 CEDAR SHINGLES ON �` > LAPPED FELTS S LAPPED FELTS ON 1/2' ANG. BOL 5 4 18' LAPPPLYWD. SHEATHIN 3/4" PLYWD. SHEATHING _ O.C. AND HOLPPOWMS AS ON 2X6 STUDS e _ 18' DIA TUSCAN COLUMN W/ ON 2XG STUDS w INDICATED ON ROAN Ga" EMBE MIN 1G' O.G. PT 2X8 PLATE W/ VENTED CAST ALUM PLINTH 1G," D.G. 1/2" ANG. BOLTS e 18' 18 GA GALV STRAP s SEE 1/A5 FOR ADDITIONAL NOTES 18 GA GALV 5TRAP 6 FIN. FL. ON �f� SUBFLR. SEE SHT A4 O.G. AND HOLDDOWNS AS EA. CONT STUD W/ 7 10d ON 2x8 JOI5TEi 41GN W/ EXIST FOR FOUNDATN. EA, CONT STUD W/ 7 10d INDICATED ON PLAN C6" EMBED MINA + NAILS MIN INTO STUD �t + NAILS MIN INTO STUD �t +0'- O• P.T. 5/4x6 DECKING s 5 3/4'� O'-O' Q -0. AT GARAGE + - TYP FIN. FL. ON 3/4" SUBFLR. O.G. ON P.T. 2x8 JOISTS a \ - TYP Ak ON 2x8 JOISTS- ALIGN W/ EXIST. \ � MUD ROOM Tll� BEAM COPPER FLASH. OVER � -O.-q 1/2' 16" O.C. -O'_q 1/2" COPPER FLASH. OVER --Q'-q 1/2" -1"--4 3/4" `t P.T. 2x12 ON P.T. BLKG. ' P.T. 2x12 ON P.T. BLKG. 1-#5 CONT. GONG. TIE BEAM PONT. I 1-#5 CONT. GONG. TIE BEAM 1�#5 CONT. Q .� 8" GMU W/ FILLED CELL W/ 1-#5 \ 8' CMU W/ FILLED CELL W/ 1-#5 cp 8' GMU W/ F14FIQ GALL W/ 1-# j P.T. 5/4x6 DEGK'G. P.T. 2x8 PL W/ 1/2' -- s STUCCO FINISH e ON P.T. VERT. W/ HOOK T.+ G 8" O.G. I A.B. + 18 GA. STRAP VERT. W/ HDOK T.+ G 8" O.G. ► VERT. W/ HOOK �.+ a 8" O.G. I - N TIE TO WOOD COL. OR /\ rf�. \ —------- N P.T. 2x4 STUGGO FINISH ► �i� �` / GRADE - SLOPE FROM / �/ �` / THRU COL. TO 2x12 '� -3"-5 1/2" 5 1/2' -3'-5 1/2" r-+ \ / BLDG. - GONT. ABOVE -- ----- - GRADE - SLOPE FROM '- u ~ STACKED Bx1Ga GMU W/ FILLED CELLS + �_- BLDG. 24" X 12" GONG. FTG. W/ 3-#5 1-#5 VERT W/ HOOK 24" X 12" GONG. FTG. W/ 3-#5 24 X 12' GONG. rTC4, W/ 3-#5 CONT. + #3 TIES o48" O.G. CONT. + #3 TIES ®48' O.C. CONT. + #3 TI�a 44$" O.G. 24' X 24" X 12" GONG. FTG. W/ 3-#5 EA. WAY WALL SECTION 1 WALL SECTION 2 WALL SECTION 3 1/2' = 1'-0' A 5 1/2' = 1.-O' - -- - .._-__. -..--------- 45 1/2' = 1'_0- ---- A 5 NOTES 1. GLUE ALL WALL+ FLOOR SHEATHING TO SUPPORTING MEMBERS. P.T. 2x8 CONT. e WlG. 2. NAIL ALL WALL SHEATHING 4'O.G. AT EDGES + 12" O.G. ATNOTCH EXIST. JOISTS s W14 1/2" DIA BOLTS e WlG �1!V INTERMEDIATE SUPPORTS(10d MIN). BLOCK SHEATHING AT ALL EDGES. TO SECOND FLOOR 2xlO JOISTS d1G" O.G. 2. LAP TOP PLATES TO PROVIDE MIN. OF q-16d NAILS IN 2xG, PLATE OVERLAPPED PLATE AREA. o � 4. PROVIDE 18 GA. GALV STRAPS CEQ. TO SIMPSON C5200) CONNECTION �pv - - BETWN. FOUNDATION PL. + FIRST FLOOR STUDS. AND BETWN. 1ST + 2ND 5/8" GYP. BD. FLOOR STUDS. PROVIDE 2 c DBLE. STUDS AT JAMBS OF ALL OPENINGS ,-iP.T. 2x BLOCKING TO SUPPORT + 2 e EA. SIDE OF CORNERS. EXCEPT WHERE HOLDOWNS ARE INDICATED. JOISTS W/ 1/2" DIA. THRU BOLTS T e 24" O.C. GOELZ RESIDEf U REMODELING G31 BEACH AVENUE 3 1/2" GROWN MOLD --> ATLANTIC R�AGM, FLORIDA ti 2x BLKG. AS NAIL ERS 1�4 1x GYPESS CLOSURE CSAME SIZE s FxS.YeC Simmons Architects, Inc. - BOTH W14 4- WlG AS WELL AS FAKE o 7800 $elfgrt Pqrkway, Suite 260 Jacksonville, Florida 32256 WEST BEAM SECTION 4 y -- CgMM 9136 dr _n TE, chkd JWTS d,4/21/92 � ,5 �of Z - �- -- -- A5 > sections A5 of .w 5 j SEE 5HT.A5 FOR SIDING -_- P-T. 2x10 FASCIA SHEATHG. NOTES PT 2X8 PLATE W/ 18 GA. GALV. STRAP WRAPPED 1/2' ANG. BOLTS e 18' NAILED e PLATE. 2x10•• 4- 18 GA GALV STRAP e O.G. AND HOLDDOWNS AS d EA. CONT STUD W/ 7 10 2x8 I j INDICATED ON PLAN C6" EMBED MINT P.T 5/4x� DECKING ON PT —EXIST. PALM (REt S r(] REMAIN NAILS MIN INTO STUD P.T. EXIST. HOOF BIBB TO BE REMOVED v - TYP /� 2x8 S 1�O'O.G. /, 1/2• IRON /EXIST. FIG TRETE: _T.0 BE RELOCATED BY OWHEK `t ' 1 _ q8.5' SETBACK / EXIST. GLEArJOUT `q fel I f� -0'-q 1/2' P T 2X8 PLATE W/ ---- ---- , -- --- ---- -1 -4 3/4" — , ,EXIST.-WALK _ _ _ _ _ _. _ __- _- - T _- -�- _ 232,0' EXIST- WALK i; 1' IRON J POPPER FLASH. OVER - - _-_.__ -__._____. _.. _ _ m 2 0 0•+ ,� a o/ .9 W __-- _._.___-- - - NEW SEEFOUNDATION _ 1/2' ANG. BOLT CG' EMBED MINS _ _- a" a o `� 0 ° - ._ f-,...._, . �I a P.T. 2x12 ON P.T. BLKG. ._._ _ �. .. STUCCO FINISH PLAN i -- � I- I r//, tJ! I. 1-#5 CONT. GONG, TIE BEAM 1/W EXPAN. JT. MATERIAL I EXIST_ I 4 GONG DRIVE ,,,�//GXG/ Q --- , T 2--P-T. 2x10 I 2 STORY N W�,4XW1.4 W.W. I. ON I / I (; ;/' ° rv, z to 8' CMU W/ FILLED CELL W/ 1-41:5" - f - - - -- - ------- - d7 F - - �� • i CNO NEW �� G,OMPAGTED Fl-L�.. i N._W r ,`,�I o F� VERT. W/ HOOK T.-J-B. B' O.G. 1/2 -3"-7 3/4 ` r� I Gal-1�F=PS S,@ -� -- �� DE"GKII (v; L: _� ill a 8• CMU W/ FILLED CELL N/ 1-#5 GONST.� G _ VERT. u . O I p1 r�GF` �d-� c) A • { j U� F N •' • w I I 'TS,� 30 �� 1L.-.: --�� p Lnl il) �I �� O Al I.ANTIG to EXIST. 0 18' RAD r (,I J ' 1 STORY fes" co I / 18• RAD. 24 X 12" GULAG. FTG. W/ 3-#5 24' X 24" GONG_ FTG. W/ 3-#5 CND NEW �i CONT. 4 #3 TIES 48" O.G_ l EA. WAY EXIST. ELE ONST.J --- - - �__-. __:�: _=ltd--- - . ._.( SECTION _ a METERS �l1> J F FENCE BY OV/ IE pl "� WALL SEC KION 1 WALL SECTION 7. T� Fal WALK _ _ }. _�_ 1 1 O off' CO` R O r,i I IEXIST ELEG. r. 1/2" 1'-O' 1/2- = 1 -D' 1/2 IRON 11 :,0•I2'--O' UhlDERGRD. 2 3 '.O �, 0 A 4 A q- 2'-0* _T ' SERVIGE bFr-' FIBERGL. SCREEN SECURED W/ I I ENTRANCE ``j ` I .... . . _T , r - I--- - -A -- �' 2'--- - --._ _ `1a -2' _. Ou`�r `)2.0 E `!b = 1X TRIM ON 3/4'x1 1/2• STOP 18 GA GALV STRAP I F r ` COPPER 'FLASH. TURNE I I q�1.8" SETBACK 'S2•-O• AUDITION �I T �f-. 3=• UP WALL 12' -E WRAPPING EA. GOVT STUD W/ 7 lOd II � - --- P.T. 2xG A-FOP 2x4 NAILS MIN INTO STUD I 1 l' I 15 INGRESS/EGRESS -._... - - ._...---- - -- BOT. OF P.T. 2x8 PL. ff 3/8 BEADED BD. PLY - TYP ' I ' — EASEMENT I � ,GALV_ POST BASE W/ 1/2" A- 1 I , WD.ON 2x4 1G,' O.G. BOLT BEYOND-SEE FOUNDATION PLAN 1/4• EXPAN. JT. MT[ 1 PT 2X8 PLATE W/ I { I P.T. Gxra POST ON -- / 1/2 AIG. BOLTS 18' A� BASE __ NEW 4- GONG. SLAB �j NEW 4" GONG. SLAB O.G. AND HOLDDOWNS AS ' 2•_Ca' I 11 -O'I t 2'-0' (%! � I POST BAaE N/ BASE � �� - �/ / \ \ _ yxvvv SEE FOUNDATION N W/ 8' TIHIGKENED \ INDICATED ON PLAN (G' EMBED MINS j L k t L� TRIM BEYOND 1j PLAN EDGE I I j 11 �een 1 B l -- - _ FIN. FL, ON 3/4• SUBFLR. P.T. lxG BASE TRIM -- s 1_ �. -0'-4 3/4" v -0'-3 1/2 �, 1 __..__.. _ _._ 1/2' 0'-9 1/2' 0 -- COPPER "LASH. OVER ' : w_._ - .- -- P.T. 2x12 ON P-T. BLKG. - /\ \/ ¢ _ __ __ m_ __ _ _ '/ f _ t - 1- 5 CONT- GONG. TIE BEAM �. -- 1-#5 COIj. GONG. TIE BEAM -- - _.- /�� LOT 2 OF Lil OC.!( :51 OF A FLANTIG BLAG,l 8• CMU W/ FILLED CELL W/ 1-#5 � 8' GMU W/ FILLED CELL W/ 1-#5 NEW FNGLOSFD r , AGcoenlNc. ,v TrIE PLA! �F rr�F MA7hoR { VERT. W/ HOOK [,+B3 8' D.G. F E - VERT. ''N/ IJOOK T.-EB. e 8' D.G_ SIXTH STREET CONSTRUGTIO^J 7-ERMINAL GO :)U! r REGORDED MAY ;•1, 1` 15 40 R/W SHOWN GROSSrlATGrJEr) iN F� L!c,FR��OI�DOK S j�c�uvAL 4. oourlTYGorzt). - STUCCO FINISH --- -` -= - j --_- - _ _ _..._- EX15F.T.XI TREES R Jr�(I^+� ,r,'r•�Fn •C'n-Iti` rri+� t'(�(7�F r T sl r� PLAN ' ,+Y.. �..� AUC O, i f: I r l 20 AND SUPPLIES FROM UNL)L� DR:F j 24' X 12• GONG. FTG. W/ 3-#5 24' X 12• GONG. FFG. W/ 3-#5 j CONT. -•J- #3 TIES e48' O.G. CONT. -J it 3 TIES &48" D.G. WALL SECTION 3 WALL SECT10N ' °�� 1/2' 1•-0" 1�2: _ 1.`0 A4 pp Pp �C 11"a G1p�P QFNG& lN� GOND PAD AG I -. J f✓I�� . U� /� �a J� -_---� 3 x U x 3 -a' x 12 �� I I�,� J�l �� sE-r 3• ABOVF '�f' �- GRAD 5' E 3B�-2" 10 -O' `' 12'-O' / I. , 4•-4 1/2- �L.�r`zraG�'. H-LC SI-t NR W/ -,, -3 z __.__ ----.----- ----------__-_.-- -----___...-_..__.__ CONEALED PIPING\,, �l rz CrC� - - 1 �. _... -- rJ B. P.T. 2X10 FASCIA G T. i I c - ---- -- — - L. T _ _ __�-- } I Lo o1 L7JILJsr oWER I __._._-J I • 2 -G R' I I I I I II � RAN E � �/ !-- � G D N SINK a ,-- �--+ -� i ' F O I N(.)IL, I i \, i ,� C) ! f I-MOVE C:ONI_:RF I F SLAB AND FOUNDATION AT k-XIS rIN(� SCREFN rr I I I I I I Iltn REF ' L._—E _. I I t I I IIN / o t PORCH, OBEING i IPHOV C IINUE FEMPORARYISHC)ILNG (�(�r UF' E:X15 f INC MAIN -' }.. {... 1�0' X 8" THICKENED I� 2 I 1�OI G. _, �� I }} ('IIF:IRIUNUFR (;E-NTFIR OF F(SOOH, I LIVING ROOM WA .L. l INCa r.T SHIMS Ai — -- - EDGE W/ 2-#5 CONT. � I. I m L_ .. _... ..._ . -- - .I _ _._ -- - , { I I I LL. i .. -- I I I ,.� I I� I I I 4 GONG. `SLAB W/ GXG W1.4 I I I � -_-.. -- T -—. - --- -- _ - . .— -i_._I..—,_ �.___ . 'i INSTALL NEW I'Ff11MET Eft FOOTING BE IWFFN EXISTING F'EFIIMF rFR I _ PIFHS, TO PFiOVI[)[ 2' 8" E]FrWEEN IOP OF FOOTING ANI) 130T IOM OF N I XW1.4 W.W.F. OVER G MIL VAPOR j I I I II I IIF �- / F' - NF W P f 2 X E3 PLAIE BENEATH EXIS[INC1 PERIMETER F l_OOH HPAMS. N '. I BARRIER ON GLEAN. POMPAGTED. , I XI �9 �_+ �^ I - rr FXfEND rOO11NC FIFINFORCINC 19" VlHE.F1E UISC(.)N-rINI.JUUS AI PIERS ON 24' x 24' I IAGf I } } J }� i' 1 ! \�`• I N I I -0 ; j �- I To r F'Rf)VI)F 30 DIA LAP WITH REINFORCING OF FOOTINGS -TC) REPLACE I F J _ GONG. r T G. �N�' ', TLRMI rE rRE.A rED FILL 11L i / --- . - . ._ �.r _ h'i -- -- - - --- - F--- 0 - PIF fl=. � I -• - E j . SLOPE SLAB ..3 HwT I E:ELL. '/dA7 r""!,-!. cJ It t h AND f T PLATE Al F JIJHE-D FC. )f INC,., FO . JF f OR r HOUSE-. I RAMP. \ _ - . I UI Q i I CELL � INI, � r r' ' IN(IAl I �r)I(NLIAIION WAIL CIF BEAM E ,... SE E 2/A4 ,, _ _ _ _ t J - XISF. PIERS TO REMAIN ALIGN NE. N FLR. W/ EXIST. �-. -- — . . — . .__ . � ._ �-L -_. . . _ .. . . .---.. _-�j._._.. O ;i AFfEH H(N15f- FRAME IS SFCl.1RFD TO PFArE . FIFM(.)VE EXISTING BRICK ! ( T - - — - - } - i U 4 , f'FIIIMEIf.RF'IFfi ; FFIENCOMI''lI EFFOOTIN(JSAfFfIFSFLOCAFI(.)NE; fO LJ I — — — I PHOVIUF CON I INUOUS PFRIME TEH FOEJNDA1ION N 10 �, I I IAF f�� x N Ln C� 2._r " x,0•_0- �, /�' � ��.. i I BE REMOVED - - E 15 CRs o -i Z. r - - ! IJ ` , /�f• i. r 1 / 1" 3 _ SHOWN Sf- O!'/ DOTTED A4 N _ rX 24' X 24' X 12" ;Z L I I. .-._.. CONG. FTG. W/ 3-45 _ - I i L EACH WAY FOR SUPPORT � OF SPIRAL STAIR ir. _ I I!f �--- — — — — -a.F .k:• .,.._., I l , t ;; X i( x 1 - �_ �_ __ . —_ _ _ - ----- J _ ----- - — -- 1`ri I - -p'-3 1/2' 3 �"'✓f= �cvU, Z-- /2" _0'--3 1/2 _ . . ._I 4' GONG. aLAB W/ roXGo W1.4 O �i 3: 1 ' 0, - - -- ' -- N 1 ^`T X 8 (: ^^ , ,11 8" CONCRETE BLOCK ON -� i-- rt -- I- I I _- G MIL 24" X 12" GONG. FOOTING W/ - IXW1ON 24 X e - _..__. r3ARRIFR O 1 CLEAN. COMP G D. : U 3-#5 DONT. W/ #3 TIES 48' W/ - " J _ - _ -� ' .T - - -F 1 �_T'.T. rox�o POST GOf'JG. r I G / ...... _..__. . 1 ! TLRMITE TREATED FILL. c,1 I (19 f-ILLLD CELL W/ #5 VERT. W/ HK EA. EHD ky1 N/ PUSTF3AaE iEQ, TO EACH O a ALL CORNERS -L ENDS -J 8' O" O.G. MIN CTYP� r i__ .T� �.�� I I d/ �. __ /�-/'- -S E3��gS32�rJ#. . '; CELLS \W Y r - - -� I P.T. (nxCa POST / 4;) v" 1 " I II I 1( 'S�?N LG . t , / POSIBASE C11DOO# X, TO '0. MIN UPLIF'T) ,- I 3 0 4 3/4' N , I TIN L.PLIF r) � _O. �, /4. I f 1 It ; o -- r — r I { .�.� � I I Ir ( F. r a • r P.T. 2X10 FASCIA CONT. I J 4 - -� ' C�• _J- �•_5. 4• , 1- 1 _q 1/4• 1 � � Architects , ' 4 0 8 v G2 � � 10'-4" 22- g -- - -- �,` � � Fisher � & Simmons Inc . : _ ._.2 _ 'SOC BeI T Jr t or Y-o,, Ju re 'bJ JfackspT`Iitle, Flor do 32256 C-4\ f - i 'i I . WALL BEYOND -. --- ?i.3Gdr-nn c ka IW date /7_li9z 4 of w -9 SV'' _ J M W �_._ C A 4 ,.i f"i C.a c_ ... A 4 I , - - I Or TRUSS TYPE 'C' & 2'-0" O.G. TRUSS 'D' TRUSS TYPE 'E' & 2'-O' O.G. xG ROOF FRAMING 24• O_G c6 ROOF FRM TRUSS 'H' 12 & 2'-O" O. W/ 2x8 RIDGE & 24' O.G. W/ 2X8 RIDGE ° 2,-0' O. ' �5 2X8 GABLE FASCIA O 2X8 GABLE FAS IA TRUSS TYPE N 12 L 10� -�l© II - - - - - - - - - - - - - - ~ - ' 10•_0• 1" 1I I I I I I I X RIDGE. N R.AI TRUSS TYPE; I — _ OUBL TRU S 12 12 IlD J J 2-2x ,2 101�' II 4TTI RIDGE� � � � � I I I I � DOUB E TR SS Z.IW/ 2 FRM BET N. - - - - - I I TRU 'RIDGE' i o — � � � � LIZL1ssTYl'EG I I I I I I I IIS, Q iv a ZlOF- �Q D RIDGE J� to a Q � N LL- w w I X o w m CO w ti� r N cco 1 14 ~0� LO a a w of JP 00 Q I I I I I mo , i i TL TYPE I N N � SECOND FLOOR 2 1 i 1/4' 1'-Ow 12 12 & - P � 101 X10 BLOCK FIRST 2 TRUSSES 48"O.G. TY . _ �TTIG I t O Rud cv 1• 2Ga�r0• 1' T USS TYPE E w 12 12 (� 10 ATTIQ �l TRUSS 2X8 GABLE FASCIA 4p, 2X8 GABLE FASCIA BLOCK FIRST 2 TRUSSES° 4B'O.G. - TYP. 2x6 ROOF FRMG. BELOW- TR SS TYPE F SEEELEV. 12 12 BLOCK FIRST 2 JOISTS + TRUSSES& 48"0.G. - TYP. 10� X10 ATTIC 1G" DEEP 02 FLOOR TRUSSES & 1G' O.G. 1G' DP 4x2 TRUSSES 5T OR. & 2X8 FASCIA TRUSS 11111111111111111111119u I � - - - - - - -- - - Iw- - a It I - - — - - --- - - I TRUSS TYPE G � `' 101 q III I i l l l l l l l l i l l _ - - �� . ' DROPPED SOFFIT & KITCHEN TO a n Illai I I I I I I I I I I 8' A.F.F. II = I �- - -- _ -- ,� �i_ - _ _ _ ON �Il_ Q 1G'� • 1. IIII II , IT w � ; I - -- - - - - - - - TRL155 TYPE H tf7 N ,� I I y I } - �--- - ml � _ _ — mJ - - -- x TRLIaS TYPES 1/8' 1._0. X Q I I I I I I I I I I I I I I I AG �1 I I I XI �1 TRUSS NOTES: N D ' , , I I I _ _ -- _ _ — _ - - - - - -- - - 1. DIt�IGN TRUSSES FQ 110 MPH WIND LOADS PER CHAPTER 12, STANDARD BUILD( q ODE. ALL TRUSSES TO BE GE9TIFIV'D BY MANUF�4, VRER'S ENGINEER. (SUPPLY DUCT 2. PROVIDE 2XG TOFF GK ND AT OVERHANG EXTENSIONS WHERE X RA S EXPOSEp A AVES OR SCAB ON 2XG EXTENSIONS. � I I (UNDER FLOOR I - _ — - - — - 1 � �'T�� ` o O 3. RIP TQF OF OVBRHA EXTENSIONS OR ADJUST ALIGNMENT X O ATxPOSER EAVE S ' ALLOW FOR 5 /8' T1-11 BE N ALIGN EATHo FLOOR W/ x EXIST. RgQ" SHEATHING.a FIR5T FLOOR a. 4. PRQVIAE HURRICANE $ MPP AT EACH TRUSS BEARING 1/4' 1'-0' TO W11-1STAND UPLIFT' USS MFG.p SUBMIT TRUSS ENGINE G DRAWINGS.q a0 R.AIR UNDER STAIR (3 -4--------- + ROUTED UNDER FLOOR - I DBLE. IJIOISTS I - - - - —_- _ J - -- - - - - --- - - NOTES- DROP BE RING I I I I I. ALL HEADERS ARE DBLB. 2X8 UNLESS OTh�1 �, WISE SEE SH A5 I I I I -�— - - - - -- - 1 - — _ _ - - — - - 2. SEE SECTION 3/A3 FOR ANCHORS + 5TM05. 3. PROVIDE BRIDGING & 12' O.C. BENEATH PAR4 LEL C�L4 T I I I I I I I I I — 2ND FLOOR WALLS TYP. + PROVIDE SOLI RIDGING v BENEATH PERPENDICULAR & ' I"I I"I II rtI ?Np FLOOR WA '! TYP. 2XG FRAMING 24' O.G. 4. DUCT + DIFFUSER LOCATIONS ARE DIAGRA TIG ONLY. a 3=12 SLOPE TO FORM a HVAC SUB 70 DESIGNt AOUr SYSTMEET REQ'D. CRICKET LOADS. SUBMIT LAYOUT + EQUIP. REQRrIT' , ' ' IIII II I II IIII ' ' a O' N O RID E Imo ( I I I I I I I I " I I I I I I I INI X 4- o w II II it II II II II N� - N GOELZ RESIDENCE REMODELING O m - N N a O � ., „ ,. 4 631 BEACf1 AVENUE " " " I I I I I I _ _ _ _ ATLANTIC BEACH. FLORIDA Fisher & Simmons Architects, Inc. 2X8 FASCIA 7800 Mfort Parkway, Sute 260 Jacksonvft, Florida 32286 ROOF TRUSS 'B' 2x10 FLOOR JOISTS e 1G* O.G. - ALIGN W/ EXIST. , qM ,�,,„, rs , Jwrs i►xvg2Xh 3 of ra & 2'--0' O.G. t ramin9 Plans A 3 ALUM. OR GQrFER OFF— RIDGE VENTS TYP. EXTEND EXIST. BRICK CHIMNEY + STUCCO ENTIRE CHIMNEY t! i 12 COPPER SAVE DRIP - TYP. 12 10 WINDOW 4 G' REN +E STORM GOOD E BEHIND Wl' 20310 �, �� N 10 HEAD 7"-0' AVE. PT 2x8 FASCIA — TYP. ATTIC FLR. 12 12 A� CQ, LE BEYOND t 10 10 20310 WINDOW 24' DIA SEMI—GIR. WOCD LOUVER, VI(/ f PAINTED WOOD TRIM — HEAD 7"-0' AVE. SCREEN + STORM BAFFLE BEHINP IT SEE WALL SECTIONS -TYP. ATTIC FLR. lill 11 IN Ir 1x6 WOOD TRIM e WINDOWS + DOORS — TYP. sr 1111111 Hill III s _ FF Hill IIIIIIIIII III III Hit 11 [ lilt Ll I 11111 11 Hill Hill III IIIIIIII Jill I I III I itilLififfiW 11111111 1p 1111 11 1111 11 111111 1 111 111 `f 0 ;Lt i y t•,i IYM Ill Hill 1111111111 Ill 1111111 .�.t ❑ ❑ 16" TUSCAN' 11 HIM COL. e ENTRY PORCH ill HIM IIIIII L 1.1i -GLAZ D PA -L5- 111 LS "y D= LLLI 4. , 1\1 I I IA I I IM" I ill IIIIIIII IIIIIIII Ill 11111111 Ill 111111111ijill IIIIIIIIIIIIIII r � usr~ racl��fis � �r xG TRIM HEAD OF I W/ LOWERED HEADS OU STUCCO ON GMU � SPIRAL STAIR -r FOUNDATION TO �pIO ' � � WEST ELEVATION . 1/4 NORTH ELEVATION - • 1'--O' 1/4' — V—O" c� ALUM. OR COPPER OFF— RIDGE VENTS — TYP. 20310 WINDOW HEAD 7'-0' AVE. 12 19TTIC FLR. 10 10 Hit CEDAR SHINGLE SIDING 48' DIA eirMI—CIR. WOOD LOUVER W/ Ill [ Hill I EXTENSION TYP. 5GRUH ROOF STORM BAFFLE BEHIND HIM 111111 1 11 f All I I 111 1BEYOND 12 11111111 H wilill ill Mill ill 10 Hill 1111111111111111 IN 11111111111 1G' DIA TUSCAN 1111 11111 11111 1 Hill COL. MT TM ROOF ROOF 1111PI111111a 1 11 1 1 1 1 11 1 ,-I[H 'Milillill Hill 16' DIA TUSCAN COL. I ILL Ill ill I Ill Ill I ill I iiii IT 1111 I I _�K 11 1 Hill I I I I I 11A Hill I -41 1 1 1 1 1 1 1 1 1 18" DIA TUSCAN M ill COL. , Hill SPIRAL STAIR 1G" DIA TUSCAN BEADED BD. PLYWD. GREY FIBERGLASS SGREEN 18" DIA TUSCAN P.T. 2x DECK FASCIA C COL. BTWN. P.T. Gx6 GOLS. COL. SOUTH ELEVATION EAST ELEVATION 1/4" - 1'-0' 1/4" = 1'—O' G OELZ RESIDENCE REMODELING G31 BEACH AVENUE ATLANTIC BEACH. FLORIDA Fisher & Simmons Architects, Inc. 7800 Mfort Parkway, Suite 860 Jacks mvft, Florida 3M6 =M 9136 dmm T5 'JWTS date 6/21/92 ElevationeI A2'. ti j r ; SIM 70'-2' TEMP-GL BYPASS'G. SHWR.DOORS 1';- " 5"-0" q'-Co" A4 7'-0' G'-G'- 4'-0' T-5" 5'--7' 2'-8' -4" 5'-0" 5"-0" SPACE FINISH 5CHEDULE - CVE IFY W/ EXIST. OPNG. CVERIFY W/ EXIST. OPNG.] 2852 3-2852 W/ WIDE C2x4] SUPPORT MULLS 2852 2-2852 244 SPACE FLOOR BASE WAI.I, CEILING NOTES = F I t� I 12 FIRST FLOOR rG'- 1 r a0 Q (p I Ir I N ENTRY PORCH P.T. 5/a X ra DECKING - GEQA.. SHINGLES 3/8' BEADED BD. PLYWD. 0O C6 PANEL TO 10 BATH #2 `n 1 O I � MATCH EXIST) I I IN �I m a -, ENTRY NEW PINE T.M.E. WOOD T.M.E. GYPSUM BOARD 3/8' BEADED BD. PLYWD. 1 aIw 1 3 / + x ITII� HALL EXIST. PINE EXIST, WOO EXI i„WD. PANELING,* EXIST. WOOD 1 Pal 0° I 1 ISHWR. - 1 Q � III a0 I LIVING EXIST. + NEW PINE T.M.E. EXIST. WOOD EXI. T. WD. PANELING GYPSUM BOARD 1.5 BROOKE I N DINING EXIST. PINE XIST. WOOD EX►ST; WD. PA ELING EXIST. WOOD al 1,5 WORKROOM GALES I GLI I I N 1 BATH #1 GERAMIG TILE GERAMIG TILE GYPSUM BOA D GYPSUM BOARD 2'-8`x '-8" GL. EXIST. KITCHEN EXIST. + NEW PINE T.M.E. WOOD T.M.E. GYP BOARD GYPSUM BOARD i W/ ANSOM O 2'-8'x6'-8' : ' ".-,.:,..,. . •:_y I I 1 I A4 MUq CARPET OOD T.M.E. GYPS' BOA n GYPSUM BOARD '� REUSE EXIST. I I I UTILITY VINYL SHEET WOOD T.M.E. G`jpSUM AFD GYPSUM BOARD .� DINING DOOR ATTI PULL D A1R T 1 IN. II I GA AGE CONCRETE - PAINT�P PEG OARD GYPSUM BOARD 1 EXIST. f SCREEN PORG CONCRETE -- GEQA SHINGLES 3/8' BEADED BD. PLYWD. DN r y 12 R �t+ NEW T.M.E. ♦ Nt'w T.M.E, --- -- -- - ---- 1 L _ - J SECOND FLOG EXIST. r " WE ST. STUDIO G 7 I 1 STAIR HALL EXIST. PINE EXIST. WOOD'S EX ST."WD. PA ELING GYPSUM BOARD O CL CL 1 12 MASTER EXIST. NEW PINE T.M.E. WOOD T.M.E. EXIS , M BOARD GYPSUM BOARD 1.4 DECKS EXIST. T J ( 1G` DIA TUSCAN BROOKE CARPET WOOD T.M.E. G I$T,IWD P ELING GYP_SUM_BOARD _ 1,5 ROD + SHLF. R� + SHLF I I COLUMNS MA5TER BATH CARPET WOOD T.M.E. GYPSUI BOAT' D �T GYPSUM BOARD 1� EXIST. N LARKEN CARPET EXIST. WOOD EXI T �''WD. PA,NELING GYPSUM BOARD 1.5 GL I I GALES CARPET EXIST. WOOD EXST 'WD. PA ELING _ GYPSUM BOARD 1,5 V 5 _o•xG -8" I N 2852 I a0 BATH #2 GERAMIG TILE CERAMIC TILE GYM BOAR D GYPSUM BOARD -0 G LOUV. YPA55 STAIR I I co I WORKROOM CARPET _ WOOp T.M.E. GYPSU BOA D GYPSUM BOARD N LL_ 2"-8 G"-8' GL. 3 -2' HALL I a/ STUDIO A/C; PLYWOOD wo P pr. WOOD T.M.E. GYPSU BOARD GYPSUM BOARD W/ T N50M O GL i if) - I EAST EAST DECK P.T. 5/4 X G DECKING - GEM,! SHINGLES 3/8' BEADED BD. PLYWD. SIM O CO REMOVE DR.+ ffn DECK N WEST DECKP.T. 5/4 X G DECKINGGEDA SHINGLES 3/8" BEADED BD. PLYWq.� N 1 I 2"-8'xG'-8 GL.REUSE e KITCH. . W/ TRANSOM l9 1. PROVIDE 3-1/2" CROWN MOLDING AT CEILING/WALL AND CEILING/BEAM12A4 LARKIN N MASTER I I I � JUNCTIONS. '� �: I I I 2 2. T.M.E. = TO MATCH EXISTING.Ln �r _ I I N A 4 1/2' JB III I 3. REUSE EXIST. WALL PANELING AT DEMOLISHED WALLS AT NEW WALLS, •I AND PROVIDE NEW PANELING AS REQUIRED TO MATCH EXISTING. 2 2852 EXI T. 00 � � 1 12 I 4. REMOVE WALL PANELING THIS SPACE FOR REUSE IN MASTER. " q'-G' q,-G" 4._O. �T 4 -1/4 S�coNn FLOOR EXIST. G II I I 1/4' = 1'-O' 5. ALL EXISTING STAINED WOOD PANELING TO REMAIN IS TO BE 1 19'~0, a ~0. n I b CLEANED/STRIPPED/BLEACHED TO REMOVE BLUE/GREEN COLOR, THEN ''!' REFINISHED WITH NEW STAIN AND VARNISH. SIM ,: . . 3 2_28 2 NUMBERED NOTES: (5�8. PLAi 45 A4 0 SHWR. Nt]-j 5 Y I 1. EXISTING WALL TO BE REMOVED SHOWN DOTTED. 1 I 1•- 'xG�-S' 1 2. REMOVE EXIST, DOOR AND PORTION OF WEST WALL, PROVIDE NEW in UV. GLR. TEMP. GL. SHOWER `� t9 DOUBLE 2 X 8 HEADER TIGHT AGAINST DOUBLE PLATE INCREASING THE WALL TO 7' W/ 2' GL. DR. O OPENING HEIGHT, AND CASE NEW OPENING. O `v GL 2'-G'xG'-8' CARPET WOOD I 1 SIM O L OUV. PGKT. N 3, REMOVE EXIST.WINDOW AND INSTALL NEW DOOR IN SOUTH PORTION OF O N D + SHLF- OPENING, FILL REMAINING OPENING W/ 3/4" PLYWOOD SHEATHING ON MSTR. BATH � A4 _j O WEST SIDE ALIGNED W/EXIST. SHEATHING WITH GYPSUM BOARD BOTH - GYP BW26 I m cv SIDES ON 2 X 4 STUDS. 12 I to 4. REMOVE EXIST. DOOR LEAVES AND SAVE FOR OWNER. 5. 8" X 8" X 4" GLASS BLOCK FROM CEILING TO 7-1/2" + ABOVE FLOOR WITH SIM AN41 WOOD PANELING AND WOOD BASE TO FLOOR ON EAST SIDE AND COVED 7'-1' MATCH FIRST FLOOR 1 2 2552 A4 BASE GLAZED WALL TILE ON DUROCK BACKER BOARD AT WEST _ (SHOWER) SIDE; EQUAL TO ARGUS PATTERN BY PITTSBURGH CORNING, 12"-10 5_-5 1/2" 3_-4' 2"-10 G 1/2 G 5 1/2' 5'-2' 2'-8 INSTALLED IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS- .- -- -�--- - - - -- 12.'-_8" . _ SIM 6- REMOVE EXISTING DOOR OR WINDOW AND FRAME AND CLOSE OPENING PROVIDE 8•x12' DUCT THRU FLR. W/ TURN OUT 1 WITH FINISHES TO MATCH ADJACENT FINISHES, ON 2X FRAMING. THRU WALL W/ WEATHER GAP FOR RANGE EXHAUST A4 PROVIDE 3/4" PLYWOOD SHEATHING TO ALIGN WITH EXIST. SHEATHING AG GOND. _ WHERE OCCURS. 32'-0' UNITS 38 _2" Q-=Q• -Q�. 7. ADD 3-1/2" FIBERGLASS BATT INSULATION IN THIS WALL, FULL LENGTH: REWORK EXIST. H+C SHWR W/ 3'-4' 4'-4 1/2" 21'--G' $ �' 4'-0" -0 2'-5' q -11" -- 8. NEW W16 X 36 WRAPPED IN WOOD. SEE DETAIL SHEET A5. _. ----- STOOP - GONEALED PIPING - _ _. �_... 9. NEW W14 X 22 WRAPPED IN WOOD. SEE DETAIL SHEET A5. 3 SIM N.B. H.B. H.B. A4 244G 2846 2 24310 0G2 2'-G'x 10. FAKE BEAM MATCHING OTHER BEAMS. O 5H G _8. I f 12 11. EXISTING WOOD STAIRS, REFINISH. 11 O O 11=11 I I I I I I N 12. 3/4" PLYWOOD SHEATHING® I I I I NG ON INT. FACE OF WALL UNDER FINISH WALL. 4. 2 DRY � I --f � � ____ - I�ANG�DW � J i'� BATH #1 I I � , _ 71 R SINK 6 N Ln 2'-q' a0 I I 1 1 1 I 13 I I I I l9 N 13. EXISTING FIREPLACE. REBUILD FIREBOX WITH FIREBRICK AND FACE WITH � 12 �9 I 1 I DROPPED SOFFIT I I I I I O USED OLD BRICK. CHECK FLUE AND INFORM OWNER IF ANY X UTIL. I I i III ABOVE ° 8'-p' A•1. O I I I I I REHABILITATION IS REQUIRED. p I I I 11 I I Ck ROOM 14. INSULATE EXISTING EXTERIOR WALL WHERE INTERIOR FINISH TO REMAIN w ' N o KITCHEN 1 I I I I A4 O WITH FULL HEIGHT FOAM FILL TO PROVIDER 11 MIN. INSULATION; OR REF T' REMOVE EXTERIOR SHEATHING OR INTERIOR FINISH AND REPLACE OZ < f I I I 11 11 AFTER INSTALLING R-11 FIBERGLASS BATT INSULATION. p O _ REMOVE DR.+ __t�fl Ill EXIST. E� --�I�- Q --�,}' �w N GARAGE 2 -8 xG \ REUSE I I I NOTES. 1. VERIFY ALL EXISTING pIMENSIONS. NEW CONSTRUCTION SHALL 2'-8'x -S SE EX T. I I 1 5.-0. ALIGN w/ EXIST. GONSTRUGTION TO REMAIN. w Q UP 4 R e 7-1/2" 2'-O'xG"-8" 2. ALL DIMENSIONS ARE TO PAGE OF BLOCK. FACE OF PLYWD. z _j EXT DR MUD KITCH. D f� � T REUSE EXIST. EXIST. I I 1 I v�-,� 0 q' TREADS CLOS. DOOR I I I 7GK SHEATHING. OR FACE OF STUD OF INTERIOR PARTITION UNLESS o SLOPE ___ __.. �� __..---_-_._ - I I I I I NOTHERWISE NOTED. IL �-1 - -P.T.2x STEPS AC-1 EXIST. I I LIVING I I I I I I 3. SEE ELEVATIONS rO� ATTIC GABLE WINDOWS C3D20310 SH]. O -CARPETED 4 1 1nc 4. PROVIDE WEATHERPROOF THRESHOLDS + WEATHERSTRIPPING AT ALL O C) r I I 1 I I O DN 3 R e EXTERIOR DOORS. OTHER HINGED DOOR HARDWARE IS PROVIDED BY Q2446 1 I I I I I CL TRD=12" OWNER + INSTALLEp PY CONTRACTOR. 18' DIA TUSCAN 5. ALL EXIST EXTERIOR $HINGLF SIDING TO BE REMOVED, BUT SHEATHING p I I nTO REMAIN. EXIST. WOOF I$ TO BE REMOVED + REPLACED W/ NEW ROOF t I x DCOLUMNS CONSTRUCTION. ,ALL WINDOWS + CEDAR SHINGLE SIDING ARE NEW. ao GYP. BD. CLOSURE N X 12 SIM 0 WALL BENEATH STAIR\ HALL I I I I I " O N _2 _g 3 I N AGAINST AG RETURN I I 1O I I ( 1 I LD l9 APPROVED A4 - • + �' CITY OF ATLANTIC BEACH x ��'_p" I I q I I Q� I I _ FIRST FLOOR 2 BUILDING OFFICE _2•-G ,,, _____ _ �- _--_ 1/4' = 1'-0' LEGENp 0 12 H.B. II II II (]A4 I� � - UL 131 2 IST- WALL TO DININGQ9 1 - EXIST. WALL TO I� 'C�.II-1 �1 H.B. 2 2852 > 4 I EQ EQ EQ EQ I CO -1'- 4 3/4' AREAS CAG'D] ^�NEW WALL/CONSTRUCTION Q N _ N REMOVE DR.+ -�� UP EQ-�� I 1 I F] 1 I c� 15T 1484 SF 14'-G' q ��" 4'-0* I REUSE UPSTAIRS I IPR. 2'-6" 6'-8"GL. PR 2'-G"xG" 2ND 1878 - - UP - I I I I 12 3462 SrW/ T NSOM W/ IRAN M e �f� DIY r� ,,✓ CY GARAGE 503 3 SIM ----- - -- - -- 2-255R -Q9 I ®_p _3 1/2' -0'-3 /2" S�- � N - SCREEN PORCH S 227 SF JUL 21992 SPIRAL STAIR 2 -0'-4 3/4" I -O'-4 3/4" ,� _ Building and Zoning FENCE BY OWNER UP 3 R a 7" I _ SIM \ W/ 11'TRAED5 3'-O"xG -8" ri 0 W/ TRA 50M i9 IENTRY `n SCREEN PORCH S S/ R GRNDTRAN O n A4 `� GOELZ RESIDENCE REMODELING UP 2 R e6. 631 BEACH AVENUE - 1G` DIA T SGAN I TOOLED CONTROL JOINTS TRD 12` '� ATLANTIC BEACH. FLORIDA COL. -O'-4 3/4" -O'- 3/4' FIX D L A S S 1•_p. I- FIBS GL. SCREEN P. GxG POST I O -- ---- --- -- ;. • f.-. .: . - .; . .... r. Fisher & Simmons Architects, Inc. 7'-1' (VE RI Y EX ST ] H P L 4'-11" - 6'-5' G'-5' 4'-11' -- 1'-g 1/4' 7800 Brlfort Parkway, &At4 260 Jacksonvllta, Florlda 32236 O" S"-O' �" 2" 6"-S' 10'- 4' 22"-8' -4• 1G' DIA TUSCAN COL. _ �_ c� %36 T5 w5 6/21/92 1 6 F ' WALL BEYOND floor Plan 80--2' SIM Al A4 ...- � rti ( -r ti LC-)C_ K � l rC-na1rrr P.�c--�n(il-l -, Qh0(uoJ r2L-, �47 r r�� '1Z 2.12 00 «�° FJ C) F, / 3 i 2 Oar�F,Yef / 1 CP !V 49 Q, �.� �, n, l'Q l I` w� m �a o' ,n �repc� Frr� lei I CC m ,v(;�r� c¢,nM� � :, � � _}. (• h(C�� CI�Gt=.aJEi� �� I 'A" FC1LIti �''r U� J I ,1 C r' d,l r) o 1.r 0 1 j 1 'T 1V A' ` ,•:_� i K �7- JUL 21992 /�-em(CW— Building and Zoning Lok. Two (2) of Block Thirty-one (31) of ATLANTIC = �1E6� BEACH, according to the plat of the Mayport -, �(-�% , �-Ir'ti/ wr:;<, -,VCI.T W w 7"77( F '(-X 1 GI/7 1.IFJti7 (P'31 gEA[_I-I AV. Terminal Company duly recorded May 14 , 1913 , in Plat Book 5, at page 64 , of the current public J�X7uNlJV- 1J -(l JC/,w6r 0"'- records SFrecords of Duval County, Florida (said Lot also ? '. RC (`� ✓[/�JEG'7 in �(��7nL ('nAll--) cr/nor `��r RC1<.h' f)L L OF C�Jr 2 �nRrF/ �l2 GC77r5 aJ being known as Lot 2 and the North 1/2 of Lots c.,'� [ F'ECn��F[7 / t/ <VI�1F' �nnK P� , /�F)« ?4 , 7� "�J 24F� "' 3 and 4 and the 15 Foot strip fast of Lot 3 , ��: � �~ �� r(Lr'S� �Sr1QlF� E115r C7F CC7T 3� 57��7G PnC7E REJocA37 0 cnrs nvn according to Stockton Broome' s Replat of Lots 1 SURVEY CERTIFICATIOiv �Lnef� �/J l7/C.�J.V7�lC S�/7Cfr� FLC7.�/n,�7 � and 2 , Black 31, Atlantic Beach, recorded in the public records of said County in plat Book 6, THIS IS TO ;CERII�FY�. IO,:: CNJC. nGn r�/TLS /.t/SUn�f�J VCE 6 'page 43) . OCJ4 70)F/C R ✓-rOCKMAJ W AND ALSO a perpetual right in ingress and egress that this Wrap is a true representtition of an actual SCALE over and upon the West Fifteen ( 15) feet of the South half (S 1/2) of Lot Three (3) of Stockton field survey made under my supervision iii accordance 1 <nRM41.ti(:E lIP24 Broorne' s Replat of Lots On© (1) and Two (2) , with the Minimum "Technical Standards" , Chapter DATF fi(>fsFrcrsf .1N(;:15.1tis()(:IA'rFs of Black Thirty-one (31) , recorded in the public FLOOD AtAP INFORItATiON 2 11KH- 6 , Florida Administrative Code , pursclarl I t0 r�t'F)Y JoJt9z Consulting Civil Engineers and 5uiveyar3 records of said County in Plat Book 6, page 43 . Section 472 . 027 , Florida Statutes . ��_-----� 7750.18aybe,ryRoad Examination of Flood Hazard Boundary Aiap , DRAWN e✓ JacAsanvilla,fla/ida722yd Community No. Or) /5 Pane l c)C)OIC /Q. �/�_ � r,J L• Mail:Y.O. 8a, 10556• Jacksanvill*,It 02247.0356 r (904) 730-7300 °g dated L- indicates that the projierty 1)a t e : _--/ 1 I _--• --.-- -•__.___ _ ._ J�` t a shown anif-% cribed hereon Lies within a Zone David L . Lampp� � CHECKED BY C'�'(1j'' 11 �'' Vcn"glea FL Registered Surveyor No . 3S3S /-7 i i MAP SHOWING BOUNDARY SURVEY OF CERTIFlED To: ((LEGAL DESCRtPTiON AS PROVIDED BY a ENT) THOMAS C. AND DONNALEA V. GOELZ LOT Z BLOCK 31. ATLANTIC BEACH. ACCORDING TO TtiE PLAT OF THE MAYPORT SUNTRUST BANK NORTH FLORIDA, N.A. TERMINAL COMPANY DULY RECORDED MAY T4, 1913 IN PLAT BOOK 5. PAGE 64. STEWART TITLE GUARANTY COMPANY OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA (SAD LOT RICHARD T. MOREHEAD, P.A. ALSO BEING KNOWN AS LOT 2 AND THE NORTH 1/2 OF LOTS 3 AND 4 AND THE 15 FOOT STRIP EAST OF LOT 3. ACCORDING TO STOCKTON BROOME'S RFPLAT OF LOTS 1 AND Z BLOCK 31. ATLANTIC BEACH, RECORDED IN THE PUBLIC RECORDS OF SAID COUNTY IN PLAT BOOK 6. PAGE 43). AND ALSO A PERPETUAL RIGHT OF INGRESS AND EGRESS OVER AND UPON THE LOT 3 WEST 15 FEET OF THE SOUTH 1/2 OF LOT 3 OF STOCKTON BROOME'S REPLAT OF BLOCK 15 LOTS 1 AND Z. BLOCK 31, RECORDED IN THE PUBLIC RECORDS OF SAID COUNTY ATLANTIC BEACH IN PLAT BOOK 6, PAGE 4°a ' W:W `. 232.00' (DEED) SET t/2'REBAR FOUND 1/•Y RON PIPE r as• ' FOIRq t/2'RON PIPs: STAMPED %K]I 1.9 tSiO:r STAMPED 'curtn�x to+a � s4 es N 85'00 OD E 261.24 (MEASURED) Zt tas stx .3 tr a .i It r c zr MY � ''fi1'�:t•s;�•i4:: ,sY �.:a•;r.�. ;3wL.:v��l.`'�y.-„". 1 1 t �'� Ha W i.tfd'...( :" _; ''.: ��•,"-z 1 TWO STORY1 W LO 3 LJ C _< S. 6>i:�i�: 1.�: !x;d / FRAME � '� �cc Q ^ ^ ♦'�.' OW WC i ^:ai �►i�tC'•' .r i �•:..r1.;F •� 1 7.r O f �p li =y' C] ��< thy. S�,sr rin + e•�„'+:.rn 1 b POSTED . 631 n {o W Iii Z{t3,, W^ ^ N«G�D � .ri.;.?`-;sr ;ti. .t Com. 1 W U r4' W gig � ' 242'i N LLIO V c Ole) ,1 $ :�:.4; txl =!�``"' SO@91 rAtlo OIL Mr o N Z Q c h tar f .g,', C-3 H ® J m N Q Et7 Ss a :�.jti° t �S- mv d 34.3T d tSeY 5a0' •••1S0' oaf v FOUND 1/2'IRON PIPE Q FoltH0 1/� RCN PSE ar Two STORY •7' x S 84'58'39' W as x 259.20' �AfEASURED) STAM?ED 'et s 3zss' sTA/iSETPEn 1�Aal Is iH7a1' I'D 1 TIf1C w .�' I ' 232.00' (DEED) VI n O s b -j o ^8 0to n ".v T N d NOTE:1. COASTAL CONTROL UNE ESTABLISHED BY FEW ; LOCATION OF DNR MONUMENTS A30 A A31. 2. EROSION CONTROL UNE ESIABLPA40 BY FIELD SatY t50' 3S0' tStY LOCATION OF DUBS MONUMENTS 29 3 31. FC"1/2'�OIIt� 3. IT 6 THE OPINKIN OF THIS SURVEYOR THAT THE LANDS A ' CONVEYED M PLAT BOOK S. PAGE 43. LOTS 1 k Z BLOCK SIXTH STREET 31, ARE BOUNDED TO THE:EAST BY THE WATERS OF TME (40.0' RIGHT OF WAY) ATLANTIC OCEAN. JOB , 6098 DATE OF FIELD SURVEY: 11-04-98 DISK III ZIP 13 SCALE: 1" = 30' NOTES: ASSWEID CERTIFICATE N(RNG .AREFE BASED ON 7 O FISAR� OF N$sroo'oo' E ALONG THE 923 P1xIt wAar Ploce. Suite 1 I HEREBY CERTIFY THAT TAS SURVEY WAS MADE UNDER LEY RESPONSOLE CHARGE X 1E AO Jadmonvile. Florida 33204 AND MEETS INE MgMAN TcCHWAL STANOAROS AS SET FGRTN 9Y TME FLORIDA 2 BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE AS SHOMBN ON THE (Phone) 904-354-1141 BOARD CF P O AL SMIEVORS AND MAPPERS HH CHAP 61GI7—t.FLORIDA NATIONAL FLOOD INSURANCE MAP DATED APRT 17. 1989. COMM"TY NUMBER 120075. PANEL 0001 U ADMNISTI ATAE COLE.PNRWANT TO SE:^710N 472072. STANIES (Fax) 904-354-1255 3 THIS SURVEY REFLECTS ALL EASEMENTS do ROM OF WAY AS PER RECORDED PLAT dt/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERYKSE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED ' 4. THIS SURVEY NOT VALID WTHOUT THE EMBOSSED SEAL OF THE CERTiFY1NG SURVEYOR. 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S•'• iflllil.•iILYW' �u` 3•. -.l`5 .:. II�R11dATIC�i SHOWN '. sill -r ® r( .. - ARA3EblBY� A.OATS lNS>iAL1.E4 •r itMst '. -:•'�"° �. �:t= .N .•- � TWO DdtAII1S SEl' .. • LESSTHAN*4* Rads WI711APPii�VFDA?15f/ASMEAt12.Y9 �;OV!?tS IAS C . - ri�si'ItlirrEl3&�ioc;sst6prtilttrt T>�sc avE�tOX0-2400 U,00W24QD-42.: ajX = 'ANALMIATEM EAPPROV137 DRAII�S MA BE 1 fl[.�zsslw7ttlEPiac' 90 CATwL7TY L PLACED ON UNFERENt•PLAKES THEYtiNp-DRAINS �- 1L0'Moc . . A .PM VENTLINE : LMEOF SHALL HAVEA(30MMO�ISUCTIO�tLII'1E SZJGTiOt't ' 3•Moc UMNDRat IIAfWARDSP 1=AVS I ��C� t USED 1F I�Ir"tDl .� c>iiwn GRATEStdA�� .. 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Psi 0")cmlr PER.WIMMACr o - ARE IN Will FLORIDABUIIDIIZC LC)DE R4lOt,424.2-2004„NN_SLN5PI3h AZI�P'I4.ANSUNSR S,�It4t).AI`TSLNSPi 6- s•X r'Foornxi• BEAMk Biot P1PE S1Z�J(3 CHART144A7 1f )i3BARS OP7t017A1i!: � ✓2►yy g.. P1PE 2RESSfJRE' lj4`34GPM i ��. '- ;�. r : 114ARCiTEOR FOUR IV.. SO iNu 63 GPM4. E•"Mai,WALL.&FLOOItTTCKNE=.X500psi•(I.m�t)CaldG-f3BARSO9t r- E3 IUS .. ' :`-. �! •r". 1:!"CENT ETtS ElTF1Flt WAY TIE ALT.�N2T7 SECrIOM 1S MIDI OVEU-4P. AGGR&GAIE 2% 119 14T. r VENT'urs r 184 730 3 i at'fes.. �e,.•X^ ;t'd@1GOYFRAGEODISfFELW/CUNG 1L)ASTAi3 A14ASiMA?0S St[ucttaal subjai W s»ita�e sp$tonditioos +'z Z. ..�, _ y '� A �t POOL/SP DECK . 3 RESIDErrcz; Fs'A.I1/ WALL, FI;COOR -LOCKUN a .,� Ys" ri 1 i t REVISIONS DEP PERMIT Z I ISSUE 12/28/07 W _O — ELEVATIONS SHOWN HEREON ARE BASED ON REVISION Z, 1— I 1 W NAVD 1988 DATUM, EXCEPT FEMA DATA IS 03/27/08 Z I U I I I (' I z l REVISION WO O ^W 0 W x W BASED ON NGVD 1929 DATUM. 06/23/08 >- fz I J Z Q < > _ Ld > I � 1 01 W I J ^ I ^ ^ I ^ I p I —� A Q W z z M Ld w W w W p- uj CL tzO -_j J z z z z a s Q ,�, � I �1 U1 —� O I 01 � O I O O I O I Wol CL J O O V) x 0 x QQ� a' to O 0 0 p p O W O W �j I ~" I ~ SEAWARD �-I IL O O O O w > W S 01 W V) Z DISTANCE OF W' m O O I O O I O Q_ I S I O O PROPOSED FILL W LL_ CL W s U U Z _j CL W W LL_ LIL Q O <C = 84 -0 1 I I I I I SEAWARD DISTANCE OF U NEW POOL z w 1 79'_O» I I I I I w Q I EXISTING TWO = z w o STORY RESIDENCE w �J EXISTING TWO I I Q J z w STORY RESIDENCE . .. ...... .. . _,.,._.. I I I �U <� a N �M� Q EXISTING FIRST LEVEL ao mzRAISED WATERFALL wELEVATION +15.1 ' NAVD FEATURE PROPOSED EXISTING FIRST LE L v~ v GRADEEXISTING ITINu � n NEW POOL GRADE ELEVATION AA = 0 o> 20.0 . 20.0 J COP-IN , I, . co :. w J d' ...................................... . ...m. r.r,.... m. .............. ,...... ..w. ....... ............. ............... ... ...... . ..... a 15.0 15.0' O P R rOP p S.E.D .. v.........................:..uuv�___. . .... ..,. ..:, 7 ,w: .. _... : ,: , EXlST . G___CQaVENTIONAL.: ......... _ ........., .......... ........_ . . . . .., .,..w......... . _ . k...... ..,::,FOUNDATiOdMw . W _ EW 00� . 10.0 10.0' _,: w_.. u AL. ' .,,,w. . r...... .:... m...... . .,. . . ..,. . , r.. .., ,..... w... . .. .m . ,... ...... m,,,,,, , _..,n.... ........ .:.. ... ....., w....„ .... ...... ....._.. m. ..... . . ,,. ....... m... r r.... w......... . r. ,_. ....... ........ 5.0 r,,,,... ,.. , ............................ .. .w.... .....,......,.___ . _...,,.,.. . _ .. I.."."...--- 5.0 Er ............. ..� . .. .... A AC 0.0' SITE PROF I LE_ W 1 I DOTE: O N N ALOIM L REFERENCED DIMENSIONS 1 ` o I - I== I^ THE .DEP CCCL LINE TO w IW w THE NEW RESIDENTIAL POOL w ? Io o I w STRUCTURE, POOL DECK, AND cn Z I I I``' ELEVATED TIMBER DECK ARE bi Z ` o I ax Q Q i� TAKEN FROM THE CENTERLINE w c wa Q ' o r I OF THE PROPERTY z E IV WIW WIW W `n, PROPOSED o'0 010 (n Q 0 GRADE (FILL) NIN N I N z Xp9 Q W = < 231.92' IRON TO IRON w0oD1�'" I coNCR BULKHEAD g ��° g p �°' XN. v 263.27' ' 163 STONE w p Xg. -y. �y• p X�5 �� Xp y Z w o X ,� .x X X m C , x Bwac h' N Co Q c w eRlac i ., ..CONCRETE DRIVE. .` / TWO STORY LOT 2 / ECK �, 0 STORY / DUNE GRASSES W W TW W. . / FRAMEI FINISH FLOOR / p STON p9 U Z , to FRAME I / WA O w °) GARAGE O N 1/2 .. .. RESIDENCE EL.+18.8' NAw // ^ 6 fro �,� X�0 x19 d1'L Xp� Xp1 Q > Q OT„3 # 631 I zNo FLd01 STONE WALK Z g o X9 9 ' f1 Q I Ix ❑ ' WOOD DE' t s1 X 1 O O - WOOb STEPS` , 1x gyp. tq c7 O O p 0 I p EL+131 NOOR 1(n ^ IDECK / WOOD TEPS C-4 to � d- M Q O O O O O O BRICK O I w "1� NEW O STONE wALK.:, I J� p, r- r- .- �- Oi ap is ui 4 M O O LU 1� N ` O w m I 1 I IN O 1* O I ,s ' eltlac N 1 2 �6 EW POOL EQ PAD 0 �.._ I :::14 r —_L0 4 / I RICK WALL r�fp. I '� N pt. pc pc V ! I 11' X1 X1 1 Q bc SOUTH 1/2 souTH 26 .6 231.9 ' IRON T IRO STONE WALL X $ woo- X6 �� 16 LOT 4 LOT 3 / �� LOT 1 I g WALK X X X X11 Xp� 01 I ' I NEW POOL NEWT POOL FENCE i X I I COPING ANEW J w i z w I1 SEAWARDI PROPOSED N z 0 o Z z Z I z I_ J 0 -1Ld DISTANCE OF - GRADE (FILL) w ¢O O NEW POOL � A'`PG1NZO1CFF1eNG EE -0 O W gofjVlD RECEIVED) F_ :379 U o > J I— 0 0 0 = JUN 2 5 2008 J -I of 0 SEAWARD — O Q DISTANCE OF �-'-� _ (� H Z J � LL a Q B`1? tl�' BUREAU OF BEACHES AL SYSTEMS �— I PROPOSED FILL I I AND CO V) Z Z 0 OSED _ O O 84,_0„ ; U V 0 LEGAL DESCRIPTION DRAWN-� A �K �� LOT TWO (2) OF BLOCK THIRTY-ONE. (31) OF ATLANTIC BEACH, TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, CHECKED S ITE PLANZI ACCORDING TO THE PLAT OF THE MAYPORT TERMINAL COMPANY CCK DULY RECORDED MAY 14, 1913, IN PLAT BOOK 5, AT PAGE 64, EXCAVATION QUANTITIES: OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA THESE POOL DESIGN .PLANS AND SPECIFICATIONS ARE IN DATE A _ LSTS 3OT ALSO BEING KNOWN AS LOT 2 AND THE NORTH 1/2 OF TOTAL EXCAVATION FROM POOL = 45.4 CYDS COMPLIANCE WITH THE STANDARDS ESTABLISHED IN 12/28/07SCALE SCALE: 2O 0 AND 4 AND THE 15 FOOT STRIP EAST OF LOT 3, TOTAL EXCAVATION FROM PILE 4.9 CYDS SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. SCALE ACCORDING TO STOCKTON BROOME'S REPLAT OF LOTS 1 AND 2, AS NOTED BLOCK 31, ATLANTIC BEACH, RECORDED IN THE PUBLIC RECORDS TOTAL EXCAVATION = 50.3 CYDS THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN JOB N0. OF SAID COUNTY IN PLAT BOOK 6, PAGE 43). TOTAL BACKFILL MATERIAL AROUND POOL = 50.3 CYDS COMPLIANCE WITH THE STANDARDS AND GUIDELINES E07-061 ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF SHEET FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L AND ALSO A PERPETUAL RIGHT IN INGRESS AND EGRESS OVER TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. .F AND UPON THE WEST FIFTEEN (15) FEET OF THE SOUTH HALF S ALL EXCAVATED EXISTING SAND EXCAVATION NOTES: 1/2) OF LOT THREE (3) OF THE STOCKON BROOME'S REPLAY F AROUND THE PERIMETER OF THE MNEW RIAL SHALL S RELOCATED POOL SHELLAND THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK C _ I LOTS ONE (1) AND TWO (2), OF BLOCK THIRTY-ONE (31), AS BACKFILL MATERIAL AROUND THE POOL. ALL EXCESS OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL RECORDED IN THE PUBLIC RECORDS OF SAID COUNTY IN PLAT EXCAVATED EXISTING SAND MATERIAL SHALL BE PLACED SEAWARD STORM EVENT AS REQUIRED BY FAC 62B-33.007(5)(m)(n) BOOK 6, PAGE 43. OF THE EXISTING 2 STORY HOUSE AS REQUIRED. AND FEMA 55, CHAPTER 12.9.4. SHEET 1 OF IREVISIONS I PROPERTY LINE N 85'00' 00" E 261 . 24STRUCTURAL NOTES: BUILDING PERMI - - - - - - - - - - - - — - - - - - - _ — _ _ _ _ _ ISSUE 12/28/0 DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING REVISION ZN CODE 2004. 03/27/08 I ,.�'`` . '` DEP DESIGN CRITERIA: REVISION 23/08 DUVAL COUNTY MONUMENT R051 100 YEAR STORM ELEVATION +17.5 NGVD EL.+16.40 NAVD } ' WAVE CREST HT. 100 YEAR STORM DESIGN + 5.5 NGVDEL.+ 4.40 NAVD) ) GRADE LIVE LOADS: ,• , ,�°` ;{ UNIFORM LIVE LOADS: POOL DECK SLABS COPING / 40 PSF EXISTING TWO STORY ;•• ALLOWABLE UNIT STRESSES EXISTING DRIV WAY`. F CONCRETE: PER ACI 318 RESIDENCE °< CONCRETE: STRUCTURAL POOL SHELL f c = 3000 PSI NAVD = — SLAB ON GRADE fc 3000 PSI EL. +18.80 FINISH FLOOR ` , = ..w Q CONCRETE ANCHOR PILE f c 3000 PSI c� o' REINFORCMENT: ASTM A615 GRADE 60 = Z Luo_ WELDED WIRE FABRIC ASTM A185 z < EXISTING F' f''f SOIL BEARING PRESSURE: 2500 PSFY < _ Of ` }s POND ® a .`` SONOTUBE FORMED CONCRETE ANCHOR PILES U Qw 1 MINIMUM 16 DIAMETER ` ) w w I EXISTING a' 2 MINIMUM 9'-0" LENGTH LWL V, J a,,,a _ _ o 3 REINFORCE w 1 5 6 5x11 6 w 3TIESAT 2 O.0 STONE WALK �.— �'� �'°" i' c� ' 4) CONCRETE f'c = 3000 PSI 0- z 0A x.15 4 5) PILE CAPACITY SHALL BE 10 TONS. _ 0r Y I X U REINFORCED CONCRETE z +15. 5 0 �� LAWN ;°�- EXISTING s ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF = 0 I STONE WALK ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW U '< 00 R AND APPROVAL OF THE STRUCTURAL ENGINEER. o. ,��0 UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS /EL. +17.50' NAVD +16.0 � 19 FOLLOWS: TOP OF COPING , EXISTING SLABS ON GRADE ENTRY � CENTERED L� BENCH —I--+--�-- STRUCTURAL POOL SHELL 2" ` ANCHOR PILE 3' I ASTM A61 GRADE 60 ALL WELDED WIRE ;.. :.. I_rT1J— �� ti_: ;"~ FABRIC I SHALL ECONFORM TO ASTM AM85. 5 16"wide I + I DEEP WELL 18 --1 o STEPS ® L I J DRAIN f` o ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. 40'-0" ;_ LAWN n ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED " LAWN 6 p ,. '` AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES —39-0" POOL o 00 EL.. —6 —0 X POOL DEPTH VARIES b _ 0 """"" "" k1. AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD � .... ,+16• � ,..:::..... A r— , 3'-0" TO 6'-0" _ `'`� STONE WALK POOL EQUIPMENT PAD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', CI 315. BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION DEEP WELL .I. ''". EL. +17. 04° NAVD - (SLAB—ON—GRADE) z iI \..: Q DRAIN �-. :.. TOP OF< COPING ' ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION BENCH �� ! ' J � OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL S .,.z- v,. :: :.. :•. :• '. ; :'.; :. : .`. .., . : .! " WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. W WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. U k EL. +17.50' NAVD 12"h RAISED k16 —"�� z TOP OF COPING WATERFALL NEW F`ENOE" SUPPLEMENTARY NOTES s ,. .r_.m... r w +16.0.,....... .. w ... .. 65 ........ EXISTING LAWN EXISTING ""w:. 1 AND GATE Xk15• BRICK WALL 'F�� `� 'n VERIFY ALL DIMENSIONS WITH EXISTING STRUCTURE. U 0 �/`J BRICK WALL ,:.' W COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, V) I _ _ ELECTRICAL, AND PLUMBING DRAWINGS. D w = PROPERTY LINE S84°58' 39 " W 259 . 20' THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR ry 4 I COASTAL CONSTRUCTION SEAWARD DISTANCE OF NEW POOL STRUCTURE CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR O c CONTROL LINE BEYOND (FROM C, OF POOL SHELL) OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR z THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE N 791-011 POOL PLAN POOL DRAINAGE SHALL CONTRACT DOCUMENTS. Q 8 BE DIRECTED LANDWARD PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID w NOTE: NOTE: --� SCALE: 1/4" = 1'-0" N EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING _j 0 THE OWNER SHALL INSTALL AND ALL REFERENCED DIMENSIONS O ti CONSTRUCTION. MAINTAIN A FOUR (4') FOOT FROM THE DEP CCCL LINE TO p0„ .•�r� INDICATES S OP 3 O HIGH (MINIMUM) FENCE AROUND THE NEW POOL ARE TAKEN L E/RUNOFF m 8 IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, 0 FROM THE CENTERLINE OF THE ENGINEER SHALL BE NOTIFIED. THE POOL AREA (TO MEET OR 3 ��-�� PROPOSED GRADING �' s EXCEED LOCAL CODES) THE PROPERTY W Z ELEVATIONS SHOWN HEREON ARE BEND OVER 6—#5 BEND OVER "EXPOSED" BEND OVER 8—#4 BASED ON NAVD 1988 DATUM VERTICAL REINFORCING REINFORCING FROM VERTICAL REINFORCING FROM "SONOTUBE" FORMED PRECAST CONCRETE FROM "SONOTUBE" FORMED CONCRETE ANCHOR PILE INTO ANCHOR PILE INTO CONCRETE ANCHOR PILE INTO MONOLITHIC POOL SHELL MONOLITHIC POOL SHELL MONOLITHIC POOL SHELL 16"0 "SONOTUBE" FO MED 14"x14" x 9'-0" PRECAST 20"0 "SONOTUBE" FORMED CONCRETE ANCHOR PILE w/ A CONCRETE ANCHOR PILE w/ ® CONCRETE ANCHOR PILE w/ 8 6—#5x11'-6" LONG w/ 4—#5 VERTICAL MINIMUM OR 8—#4x 10'-0" LONG w/ #3 TIES ® 12" O.C. 4pcs VERTICAL PRESTRESSING #3 TIES CSD 12" O.C. z_ AT 9'-0" LONG PILE z_ STRANDS MINIMUM z AT 6'-6" LONG PIL N EL. VA N EL. VA --- r N AL EL. VARIES TOP OF PILE _ TOP OF PILE4-1"07a d TOP OF PILE 8—#4 x 10'-0" -- w/ #3 TIESA CL n -- ; � - CUT—BACK CONCRETE �� a_____- 00 8 -- 4,`�J ® AND EXPOSE EXISTING a o RECEPNIED co DRAWN __ •� PRECAST CONCRETE PILE 14�• io N TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, CCk REINFORCING OR -- PILE SECTION �j STRANDS 24" MINIMUM EL. VARIES JUN 2 5 2008 CHECKED -- SCALE: 1/2 = 1 —0 PILE SECTION 1 BOTTOM OF PILE PILE SECTION THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN CCK COMPLIANCE WITH THE STANDARDS ESTABLISHED IN BUREAU OF BELCHES DATE SCALE: 1" = 1'-0" SCALE: 1/2" = 1'-0" SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. AND COASTAL SYSTEMS 12/28/07 -- EL. VARIES EL. VARIES SCALE BOTTOM OF PILE BOTTOM OF PILE THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN 1/4" = 11— COMPLIANCE WITH THE STANDARDS AND GUIDELINES JOB NO. TYPICAL 16" DIAMETER ALTERNATE 14"x14" PRECAST ALTERNATE 20" DIAMETER ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF E07-061 FEMA CONCRETE ANCHOR PILE CONCRETE ANCHOR PILE CONCRETE ANCHOR PILE TO THE SFEMA A55, COASTAL STAL RUCONSTUCTONCTION AMAN MANL AND UAL. L SHEET rl",**N ELEVATION 2 ELEVATION 2 ELEVATION THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL P-1 SCALE: 1/4" = 1'-0" P-1 SCALE: 1/4" = 1'-0" P-1 SCALE: 1/4" = 1'-0" STORM EVENT AS REQUIRED BY FAC 628-33.007(5)(m)(n) / AND FEMA 55, CHAPTER 12.9.4. SHEET 1 OF ------------------------------ SLOW- D� TrPicni,.�TEEL LAYOj� I TOTAL LOT: 13 008 Sq�'t.• rvv�..��: •� ••'., Risvi�vra CUSTOMER ELECTS TO USE ONE OF THE FOLLOWING OPTIONS: �� POOL AREA: 352 Sq Ft HOUSE: 2,143 Sq.Ft. POOL PERIMETER: 100 Ft .APARTMENT: 670 Sq.Ft. 4. HARD WIRED ALARMS ON ALL DOORS / APART.WALKWAY: 54 Sq.Ft. AND WINDOWS LEADING TO POOL AREA DRIVEWAY: 697 Sq.Ft 2. CHILDPROOF FENCE 1'h"VENT LANAI: 228 Sq.Ft. 3. POOL COVER LINE AIC PADS: 18 Sq.Ft. 4. OTHER APPROVED METHOD: WOODEN DECK: 0% 2"TEE WITH POOL ADDITION: 0%Sq.Ft. 1'/:"REDUCER TOTAL IMPERVIOUS• 2A3 ftFt O (APPROX.29.29'/) 2"SUCTION UNE TOTAL PROPOSED FROM EQUIPMENT p IMPERVIOUS : 2,493 V MAXIMUM DISTANCEO 4 (APPROX.29.29•/) MAIN DRAIN O '� qq \TO VENT TEE CONNECTION GRATE a a U C4 d U U� POOL VENT LINE U • O I,I �CONNECTION DETAILa � ; d I r'� _.._.,_.._.._.._.._.._.._.._.._.._.._.._.._.._.._..._ ERT ._.._.._.._.._.._.._.._.. _.._.._.._... APPROX.PROPERTY LINE.. r� III _.._.._.._.._.._.._.. 4 BENCH � I MAIN DRAINS (12"WIDE) PIE TO BE WITHIN _ �f3'FROM SPA (SEE DETAIL ; THIS PAGE) a»�,,��;;;� APPROX.74'TO O O PROPERTY LINEPOOL i BEAM RAISED 12"ABOVE LIGHT W-W �''- �POOL_> POOL BEAM ACCENTED BY (300 DEPTH 0 r A 36•'WATERFALL � T-6- DEPTH DEPTH 0 POOL BEAM INDICATES BACK RAISED 18" OF EXCAVATION WALK-IN ::.:•::•:•: SKIMMER STEPS BENCH c (12"WIDE) EXISTING POND I i Of RESIDENCE PRNEWAY DRAWN BY: CAC nIRNOVEi? "770 DATE:30 April'08 16,729.02goo/@ 55VM = 5.07 hrs SCALE: 1/8"= 1' (904)641 -5265 illl i III MAP SHOWING SURVEY OF: RE\ DEP ' LOT TWO (2) OF BLOCK THIRTY—ONE (31) OF ATLANTIC BEACH, ACCORDING TO THE ISSU PLAT OF THE MAYPORT TERMINAL COMPANY DULY RECORDED MAY 14, 1913, IN PLAT REVI BOOK 5, AT PAGE 64, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA — ELEVATIONS SHOWN HEREON ARE BASED ON 03/: (SAID LOT ALSO BEING KNOWN AS LOT 2 AND THE NORTH 1/2 OF LOTS 3 AND 4 AND REVI THE 15 FOOT STRIP EAST OF LOT 3, ACCORDING TO STOCKTON BROOME'S REPLAT OF NAVD 1988 DATUM, EXCEPT FEMA DATA IS 06 LOTS 1 AND 2, BLOCK 31, ATLANTIC BEACH, RECORDED IN THE PUBLIC RECORDS OF BASED ON NGVD 1929 DATUM. SAID COUNTY IN PLAT BOOK 6, PAGE 43). AND ALSO A PERPETUAL RIGHT IN INGRESS AND EGRESS OVER AND UPON THE WEST FIFTEEN (15) FEET OF THE SOUTH HALF (S 1/2) OF LOT THREE (3) OF THE STOCKON BROOME'S REPLAT OF LOTS ONE (1) AND TWO (2), OF BLOCK THIRTY—ONE (31), RECORDED IN THE PUBLIC RECORDS OF SAID COUNTY IN PLAT BOOK 6, PAGE 43. DEPARTMENT OF NATURAL RESOURCES MONUMENT Na 72-81-A20 N87.38'28"W_ 228.1T� - , I O N ' II I a 1 LaJ m 1 I 1 -trig Noo Noo Ir� N No m m ,�pc A m I ys s p6 I 1 O 9 �' s a 1 a �p L'S cil v 1 L COASTAL CONSTRUCTION UNE g,. N Q �L r` ,y +gyp & FR ME 1 .�� 'b0' '�,�0 �o O BEACH 2 STORY BLOCK i gU,l0iEA0 +9. - +p� 31 ATLA RESIDENCE NO 647' CON q p1 ►d ) ' FOUND Lk 1 ��' T 3, BLOCK G 64 F.:^„ , 1/2 IRON PIPE p• 1 0� LO (PLAT BOOK 5, PA f 1 sTo11E WALT Le 189 '` 6 + 1 PON FENCE Ll PROPOSED (FILL) 231 92 IRON, TO IRO o. ".� A.6 �{ o 1 63.27 6, '... -P A 9 DUNE GRASSES bech GRADE ( w FOUNDB' WOOD I , h '� __- 80 5 tD ylAll cb NAIL & DISC ! Le 3672 O '�• NORTHING:2180839.4 $ lb TOi EASIINR b31150.3 , ,r' oov49, FRAME FINE&e. �!. STa,E WALK r ' FL co tD �/ Q 12 t 1E•ONI. !r�� Q3tESI6fLR Z �618491 � 2+ sac F WObR DECK ,� WOOO g 5 O o ti� Q i TWO STORY I 24 41 4 .1,NgoD+�STa �� o �� k 61 +�'SBRICK -�- r oL FRGE 4.0' ' I. 71'=4 t/Y' �h .' �� 9i +,� -{- 0 GARA 1.. �. ' WALK. P �,• :r' s �8, C CP AIR COMM0N1�P $I� � � NOR T 3 �� 1 1 STONE � Oj, 1� O 0' yjOpD DECK vk � ye EQPT PAD 1 p�. WALK a4 POOL �• FlNISFI Fl-� IMF OL---� t � WALL � .y n p O Q W P e \ !O m! BRICK WALL, 1 1/2" IRON PIPE WOOD S1EP5 1 N SIONE 1 LB 3295 a NOTES: = t6.4' I GAS COVER -°= 6 6 :. WDA , L - THIS IS A BOUNDARY & TOPOGRAPHIC SURVEY. _ o e�cK 9 NOR17t 4/2 t ►s 6 ; 231 93' RON IRON) "1t 1 - NO BUILDING RESTRICTION LINES AS PER PLAT - BEARINGS BASED ON A UNE FROM DEPARTMENT OF NATURAL RESOURCES MONUMENTS L I® POOL PROPO ED v'i 72-81-A20 AND 78-79-A21 AS PER THE COASTAL CONSTRUCTION CONTROL LINE 1 I NEW IAS LL -c Two STOR I COPING I FILL) ,. 'a, 1 RECORDED IN OLIVAE COUNTY COASTAL CONSTRUCTION LINE MAP BOOK C, PAGES 72 GRADE ( 72-72H, OF THE CURRENT PUBLIC RECORDS ON JULY 23, 1992, AS BEING S05ro4'04"E. Y�"�E 1 0 1 O 11/2- -IRON PIPE 1 RESI°E"CE I I I i Q 1 t�li9 ST� LB 1048 1 1 wI i - EROSION CONTROL UNE BASED ON THE STATE PLANE COORDINATES AS RECORDED 389 NORTHING:2180M.6 I I 1 LOT 1 Rop CE - K IN PLAT BOO35, PAGES 59 TROUGH 59B. C EASTiNG 5311547 i I I gpUTT 3/2 I 1 � EASTERLY UNE OF LOT 2---A BENCHMARK USED IS NAIL & DISC #LB3672 IN THE WEST EDGE OF PAVEMENT OF BEACH BOULEVARD I LO AS SHOWN PER PLAT 1 25 NORTH OF THE NORTH PORPERTY LINE OF RESIDENCE # 631. ELEVATION = 15.10 NAVD (1988) SOLU, 1 1/2 I I 1 1 - MEAN HIGH WATERLINE SHOWN IS AS PER THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL L 1 LOT 4 t I I 1 PROTECTION, DIVISION OF BEACHES AND SHORES, EXTENDED DATUM FOR TIDE STATION 100978, 1 II FOUNDJACKSONVILLE BEACH, ELEVATION=2.04 NAVD (1988) HAVING A TIDE RANGE OF 5.0. SEASONAL HIGH I 1j,-151 ACCESS EASEMENT 1/Y IRON PIPE ELEVA11ON = 9.5. ' — 1OFFICIAL RECORDS VOLUME 7337. 'AGE 571 ; LB 3295 I - COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, EAST ZONE AS PER a THE COASTAL CONSTRUCTION CONTROL UNE. - CONTOUR LINES ARE AT 1-FOOT INTERVALS AND COMPUTER GENERATED. - COORDINATES ARE BASED ON DATA PROVIDED BY DEPART OF ENVIRONMENTAL PROTECTION. 1 _ S'IXTH STREET - ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM, EXCEPT FEMA DATA IS -OF-WAY) - _ BASED ON NGVD 1929 DATUM. (40' RIGHT_OF- - COORDINATE DATA WAS OBTAIN USING A SPECTRA PRECISION EPOCH 25 L1/L2 GPS SYSTEM RUNNING �Igtib ITHE TRIMBLE VRS SOFTWARE, HOLDING THE 72-81-A21 DEPART OF NATIONAL RESOURCES MONUMENT J I �.JI-I 0 WITH A COORDINATE VALUE OF NORTHING: 2178545.8378; EASTING: 531579.5254. QI � Q W OOL EQPT PAD Q t^ V , EROSION CONTROL LINE _ NEW POOL � Q PLAT BOOK 35, PAGE 59 & 598 THE PROPERTY SHOWN HEREON LIES IN FLOOD - 1 79 — I t:l O J..1 ZONE 'Y, "AO" (DEPTH 2.0') & "VE" (EL 15) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 120075 0001 D, SEAWARD F z J a" L.1.- REVISED DISTp,NC APRIL 17, 1989 FOR ATLANTIC BEACH, DUVAL RECEIVED PROPOSED FILL ► I COUNTY, FLORIDA. 84 "� GENERAL RECORDS BOOK 12975, PAGE 1781 JUN 2 5 2008 - BUREAU OF BEACHE - ^ AND COASTAL SYSTEI` S I COASTAL CONSTRUCTION UNE 1 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, 'THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN •z1 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION O 62B-33.007, FLORIDA ADMINISTRATIVE CODE. 1 1— --� f'HESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN U I m COMPLIANCE WITH THE STANDARDS AND GUIDELINES O ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF J =FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L IQ I TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. (� Z Z �% THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK O Q Q �DEPARTMENT or TU NARAL REsoLIRCEs MONUMENT � OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL U U U Na 72-81-A21 STORM EVENT AS REQUIRED BY FAC 62B-33.007(5)(m)(n) AND FEMA 55, CHAPTER 12.9.4. SHEET ' r 1 P- 40'-0" � REVISIONS BY 10'-0" 17'_6" „ BUILDING PERMIT 22 -6 ISSUE 12/28/07 CCK PILE LAYOUT 1'-6 11/4" 6'-11 1/2" 1'-6 1/4#s EL. ' EL. +17.50' NAVD +17.50 NAVD REVISION TOP OF COPING 12"h RAISED TOP OF COPING 03/27/08 CCK WATERFALL, BEYOND WATERLINE TILE REVISION --- BUILD UP PERIMETER OF (TYPICAL) BULLNOSE COPING 06/23/08 CCK EL. +17.00' NAVD DECK WITH EXCAVATED =_. .. ........, _. .......W. AS PER POOL 00 XISTING SAND FILL WATER LINE ! MANUFACTURER �4 —SLOPE EL. -5'-6"\� i I .¢ 4.: BENCH BEYOND SLOPE -+� ----�.. EL. +16.00' NAVD \ ' `T ' I _ EL.+10.67' NAVD E .+10.67' NAVD \,' o PROPOS T P OF PILE \��\ \��\ \\��\ ��\ '�/ o 6 CONCRETE POOL I ED GRADE A :. TOP OF PILE DEEP WELL I '\ / � 31 DRAINS 12" EXISTING \ of SLAB w/ #4 `� /\ \/\\j\\i\�/\ i\\/\/�' EL. +15.75' NAVD I I REINFORCING ® 12 O.C. 8" BOND BEAM/w EXISTING GRADE 2 I O O I GRADE 6 EACH WAY (TYP) _ _ 3- 4 CONTINUOUS I EL. +11.00' NAVD -' # ® -2 6" CONCRETE POOL WALL EACH FACE, AROUND o i EL. -6'-0" = i W 4 REINFORCING � BOTTOM OF POOL _ ILU / #» PERIMETER (TYPICAL) I I w 12 O.C. EACH WAY EL.+12.50' NAVD r I m co EL.+13.25' NAVD I I (TYPICAL) TOP OF PILE EL.+11.58 NAVD TOP OF PILE U to TOP OF PILE z I ® _ EL. -59-099 t 16"O "SONOTUBE" FORMED 16"0 "SONOTUBE" FORMED LL._w o 1'-2" 1' 2'► EL.+10.67 NAVD 16"� "SONOTUBE" FORMED CONCRETE ANCHOR PILE w/ CONCRETE ANCHOR PILE w/ : a TOP OF PILE A 6-#5x11'-6" LONG w/ 6-#5x11'-6" LONG w/ � z w o CONCRETE ANCHOR PILE w/ „ EL.+11.58' NAVD I j #3 TIES ® 12 O.C. #3 TIES ® 12" O.C. Q J z� 0 6-#5x11'-6" LONG w/ AT 9'-0" LONG PILE AT 9'-0" LONG PILE `� Q "ao TOP OF PILE i I 16"0 "SONOTUBE" FORMED #3 TIES CSD 12" O.C. _ E .+11.58' NAVD • j Q U T P OF PILE CONCRETE ANCHOR PILE w/ AT 9'-0" LONG PILE U :D Q w 6-#5x11'-6" LONG w/ UJZ) 0mZ #3 TIES ® 12" O.C. rr It v W w -_j 10'-0" AT - ® 9 0 LONG PILE EL.+4.25 NAVD LTJ N (n_j N I ,. I I I EL.+3.50' NAVD = c� 0 5 BOTTOM OF PILE z -' 8 -8 8# , BOTTOM OF PILE 11 k rn 0 U- I EL.+2.58 NAVD 0 ? Y 6 7 -g 12" 6 EL.+ 1.67 NAVD BOTTOM OF PILE � vi Q — z N 3 2P_g» o BOTTOM OF PILE o SECTION = " Ir- P- I d t o OFFSET /� � EL. -4'-0" � g,- " 1 U 8��Y_� - P-2 SCALE: 3/8" = 1'-0" 00 ''' POOL D POO L 12" EL. +17.50' NAVD 7'-8" 12" 8" BOND BEAM w/ w. EL. +17.50 NAVD 3-#4 CONTINUOUS, BULLNOSE COPING AS PER N , H VARIES OFFSET TOP OF COPING EACH FACE POOL MANUFACTURER OWNER 3'— TO 6'-0" . WATERLINE. TILE TOP OF COPING MANUFACTURER/ OWNER BULLNOSE COPING MONOLITHIC CONCRETE EL. +17.50' NAVD I BUILD UP PERIMETER OF EL. +17.00' NAVD AS PER POOL STEPS INSTALLED AT TOP OF COPING STEPS DECK WITH EXCAVATED WATER LINE MANUFACTURER TIME OF POOL SHELL EXISTING SAND FILL 8 WATER LINE 8" BOND BEAM w/ 3-#4 Q I SLOPE ao CONTINUOUS, j BENCH SLOPE EACH (ACE, :.. : .... :. e. AROUND P ...:.,. :... RI M + NAVD TER (TYPICAL) 1'-2" EL. -3'-0" �\ ! ' BUILD UP PERIMETER OF J PROPOSED GRADE gk EL. +15.75' NAVD DECK WITH EXCAVATED 12 h RAISED / t / / / EXISTING GRADE " EXISTING �j » \'/\/ o TPS r ,: .;... EXISTING SAND FILL -WAT RFALL GRADE= 6 12 6 8 BOND BEAM w/ I ` ' bi 40 DEEP 3-#4 CONTINUOUS, ►� j�/\//\\// /\ _J I t`_ 6" CONCRETE POOL WALL WELL 18 EACH FACE, AROUND EXI STING GRADE //� E .+12.50 NAVD W/ #4 REINFORCING 0DRAIN _J PERIMETER. (TYPICAL) w I I I EL.+12. 0' NAVD 12" O.C. EACH WAY `O TO OF PILE TOP-OF PILE EL. +10.67' NAVD 4 VERTICALC� 12" U I 12" (TYPICAL;) co EL. +1 TOP OF PILE 0 z Q N 0.67 NAVD ' 4 HO I # HORIZONTAL ® 12" O.C., _ (,�f w T OF PILE o 0 I `V ® 16"0 "SONOTUBE" FORMED LOCATE ALL LAP SPLICES WITHIN THE POOL U i 6 CONCRETE CONCRETE ANCHOR PILE w """"' I 16"0 "SONOTUBE" FORMED / #4 CSD 12" O.C. , SHELL SLAB. AVOID LAP SPLICES WITHIN Z POOL SLAB w/ 6-#5x11'-6" LONG w/ EACH WAY THE POOL SHELL WALLS Q Q = o I = CONCRETE ANCHOR PILE w/ 4 REINFORCING U I # #3 TIES 12" O.C. CENTERED L,J v w n ® i w 6-#5x11'-6" LONG w/ ® 12" O.C. AT 9'-0" LONG PILE ' o I m #3 TIES C� 12 O.C. EACH WAY (TYP) 0 w I I AT 9'-0" LONG PILE m U CD I 11 t_g» / -m16» "SONOTUBE" F= I FORMED CONCRETE z N Q co 18 10'-4" 8� ANCHOR PILE BEYOND Q P!s 7*� .. r.,...... to 1611211 9'-4" 6 0CROSS z E .+13.25' NAVD _ » E1.+13. 5' NA SECTION MONOLITHIC POOL STEPS VD EL.+ 1.67 NAVD AT DEEP WELL EL.+ 1.67' NAVD 0 TO OF PILE EL. -3'-0" � _ P O PILE BOTTOM OF PILE BOTTOM OF PILE 3 ECTION I- ' 2 SECTION P-2 CALE: 3/4" = 1'-0" U SCALE: 3/8 = 1 -0" LLJ oo � BEND OVER 6-#5 VERTICAL Cn ------ REINFORCING FROM "SONOTUBE" I FORMED CONCRETE ANCHOR PILE _J 2'-0"x2'-0" INTO MONOLITHIC POOL SHELL 0 0 0 1 -6 1 4" 8'-7 1/2» 1'-6 1 4" pl LAYOUT BULLNOSE COPING AS PER PILE CAP POOL MANUFACTURER/OWNER �� 0 J J 11 -8 J � EL. +17.50' NAVD - WATERLINE ' co POOL AND ANCHOR PILE EL. +17.00' NAVD v 8" BOND BEAM w/ ____ ____ \` M' r -H 3-#4 CONTINUOUS, - 6" WATERLINE 00 EACH FACE, AROUND � � LAYOUT PLAN TILE PERIMETER (TYPICAL) 1 -0 t _ SCALE: 3/8" = 1'-0" EL. +16.00 NAVD JUN 2 5 2008 PROPOSED GRADE 16"0 "SONOTUBE" FORMED r;l 1 % CONCRETE ANCHOR PILE. BUREAU OF BEACHE —I�� I_ INDICATES 16"0 "SONOTUBE" FORMED � #4 VERTICAL 0--, // /\ �� EL. +15.75' NAVD BOTTOM OF PILE VARIES. _ \ ` --- (TYPICAL 8 LOCATIONS AND COSTALYSTE CCK I � I CONCRETE ANCHOR PILE 12" O.C., CERNTERED EXISTING GRADE ) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, L I J t ,\ CHECKED ' GENERANOTES' #4 HORIZONTAL ® 8 THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN CCK L COMPLIANCE WITH THE STANDARDS ESTABLISHED IN DATE 12" O.C., CENTERED ' 1 -4" SECTION 62B-33.007, FLORIDA ADMINISTRATIVE COD 12/28/07 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR ITO BACKFILL E. SCALE ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY C6MPACTED OF 2'-O" THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN AS NOTED 957. OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. COMPLIANCE NTH THE STANDARDS AND GUIDELINES JOB N0. '�-===�5• TYPfCAL COPING/EDGE DETAIL TYPIC ESTABLISHED IN CHAPTER 12.9.4 AL ANCHOR PILE CAP DETAIL AND CHAPTER 13.5.3 OF E07-061 3 THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L THE POOL AREA (TO MEET OR EXCEED LOCAL CODES). TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. SHEET 4 SECTION 5 SE 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PLUIuu�ING/PIPING, CTI 0 N AND ELECTRICAL REQUIREMENTS. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK 5) SEE SHEET P-1 FOR STRUCTURAL NOTES �-2SCALE: 3/4" = 1'-0" P-2 SCALE: 3/4" = 1'-0" OF DAMAGE OF ADJACENT DWELLINGS GS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 628-33.007(5)(m)(n) 2 AND FEMA 55, CHAPTER 12.9.4. SHEET 2 OF 2 a �