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227 Beach Ave New Home 2014 Plans ADJACENT BUILDING EXIST. MASONRY EXIST. CONC. WALK EXIST. MASONRY REMOVED WALL TO BE 'A K 7 F REMOVED TO BE REMOVED WALL TO BE Z — —SRC - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HH -- -- - - - - - - EXIST. RETAINING WALL TO BE REMOVED Lij — — — — — — — — — — — — — — — — — — — — — — — — — E I EXIST. // V� // i I i �PA TO BE 1) ui MUVLU EXIST. CONC. DRIVE V)V) Lu TO BE REMOVED Zi LL Zt LLJ EXIST. 2 STORY FRAME PORTION OF RESIDENCE TO BE EXIST. WOOD EXIST. 2 STORY EXIST. WOOD WALKWAYcn FRAME GARAGE REMOVED DECK & TO BE n STAIRS TO REMOVED BE REMOVED EXIST. WOOD DECK & STAIRS TO I EXIST. FOUNTAIN u- BE REMOVEDTO BE REMOVED 0 EXIST. CONC. ui PORCH & STEPS a TO BE REMOVED C= uj SIJ - - - - - - ;— -7 7 — — — — — — — — LAM STAIRS & LANDING EXIST. CONC. WALK EXIST. MASONRY \L EXIST. WOOD EXIST. MASONRY TO BE REMOVED TO BE REMOVED WALL TO BE WALL TO BE REMOVED Allyn Tidball REMOVED -"��EXIST. CONC. WALK ADJACENT BUILDING Mar 6 2014 3:55 PM TO BE REMOVED fs DEMOLITION PLAN SCALE: 1" = 10' pZ LU z 0 i ADJACENT BUILDING LJJ Ld CONC. STEPPING ui cli STONES ON 6" .0 oz N (j 0* N 40 THK. CHRUSHED 8;It II 0 0 �< §�LZd 0 STONE BASE 0 a cn V) 0 w 04 w 0 6 Z ui <0 Uzi 1� 0 8z 000:3 N N L.S. 11 T T-3 17 -1, .1 171 fiz lo-D II INEW WOOD I STAIRS �"4 414 L.S. L.S. NEW 4 CURB, (L '14 , TYP. 4 a. 0 o LU >- 0 NEW 2 STORY SINGLE Q CL C3 cin 4 4 4 4 1 NEW 0 Z el) —j EXIST. 2 STORY OH STORY FRAME LL 4 NEW U) PAVERS 3i: RESIDENCE CONC. FRAME GARAGE W L) uj ou- 4 ZW C-) Ui c: PMT. 0 zw 0 wo 4 ZW > m a.4 0E3— WF- a. %( a. 44 LU co 0 C3 V 4 w 0 4 0 4 L.S. L.S. w IN ■0 LJJ w co c: c\j 4, -E: E- 1 D.- 'I] c\j 0 El. A� . f � El El ------------------�l I F-7 .1 7, r CONC. STEPPING STONES ON 6" THK. CHRUSHED STONE BASE 1 CONC. STEPPING ADJACENT BUILDING STONES ON 6" THK. CHRUSHED STONE BASE uj SITE PLAN .2 cy) SCALE: 1 10' 0 c\j 9 C) 0 L o E p Ui \0 0 o > NL- cr\ N cw SHEET FILE: GOOE)EN.DWG C- 1 PLOT DATE: 3/6/14 z 7-1 DJACENT BUILDING 00NsI oz Lt 0 0 N o iE 0a N W . zOOOZ ii0 0 uj <izW I Oo> 105 14.72 C.)0Q N I Ci N0 �■ foz _ 16.8 I W�= 14.67X 14.56 X5,3 15.3 15.8 17.0 16.9 16.00 -� X5.86 15.69V 15.76k _I k 14.8 73.4k 13.1 �G Q 1 16.0 15.6 15.28 15.51 16.24 16.12 16 ' I H 14.73 15.24 I 15.67 17.15 16.3 X 15.85 V 15.78 X 14.76 15.06 15.47kI 15.83 ■ ■ I W X 14.87 X 15.2 �S 15.36 J 16.62 X ■ W D N MEET & I 15.46�( X17.18 x I -� N I1i MATCH 17.38 O W X Q 15.40 5.68 ' , F 14.79 Q X I D 15.39 16.60 ■ k 14.9 z 14.69 13.4, •• �C i0 FINISHED FINISHED FLOOR = FLOOR �= o o k X 17.32 I 16.44 X 15.31 X14.84 • :X1 U; 15.20 17.03; to co V 5.66 ■ I M z 11 16. 0 •• r W D 15.46 I FINISHED FLOOR = 19.50 M `V I X X 17.18 17.36 I ; X ^ � 0 W BENCHMARK • ' o MAGNAIL IN PAVEMENT D �' I ELEVATION = 14.85 0 '� ��� N.A.V.D. 1988 W ■ ■ I x 1s.a1 �, t�Mgr 15.15 I 15.28 17. 2 ❑ ❑ X17.25 �(/� az LJa1r 15.83 les 16.24 15.16 I . ' � . � •. ; 14.94 15.46 1 �x X 15.06 15.08 15.14 15.6 17.1 17.5 16.01 14.74 X X 16.3 15.94 17.30 16.3 16.3 15.9 •14.9 a fr7 iI I 15.1 14.4 .I X 13.99. IADJACENT BUILDING I Allyn Tidball IMar 6 2014 3:55 PM GRADING & PRE-DEVELOPMENT POST-DEVELOPMENT DRAINAGE PLAN BUILDING = 3,592 S.F. 6UILDING = 3,499 S.F. , n PAVEMENT = 648 S.F. PAVEMENT = 2,561 S.F. «= (n CONCRETE = 2,541 S.F. CONCRETE = 930 S.F. SCALE: 1 = 10' C2 Q TOTAL IMPERVIOUS = 6,781 S.F. TOTAL IMPERVIOUS = 6,990 S.F. TOTAL DRAINAGE AREA 12,505 S.F. TOTAL DRAINAGE AREA 12,505 S.F. CL 1 Z W H � � Q Z � H i Q ADJACENT BUILDING Q k EXIST. '6 FT. HIGH SOLID MASONRY WALLS TO SERVE AS i TEMPORARY'FENCING AND DkAINAGE & EROSION CONTROL TEMPORARY •, / - - - CHEMICAL CONSTRUCTION�- TOILET DUMPSTER ❑ L PARKING FOR CONSTRUCTION W WORKERS PARKING FOR w z w z W z L V I CONSTRUCTION C-10 0 0 0 0 wFcn w�cn wFcn ■ O N Q WORKERS ❑ 0:w ofw oaf �- Z PARKING FOR z Y z Y z Y CONSTRUCTION Y e w w W e CONSTRUCTION OFFICE IN It z 3 w z 3 ix z 3 WORKERS LIEU OF a a-v a 0 ■ •� � > V PARKING FOR TRAILER L Q Q CONSTRUCTION ❑ rA)� W S ~ PARKING FOR WORKERS CONSTRUCTION 0 0 0 0 0 0 w WORKERS �-F=(n F N F N ■ V m 0 c�0W c�0W c�0W C3 V W ?�w ?�� Z :m Z 4- 0 I ❑ Wz3 wz3 at V) (L W co PARKING FOR a v a v a� - ■ ■ CONSTRUCTION ❑ ❑ ❑ �,_ O WORKERS N } N Q - - � +EXIST. 6 FT. HIGH SOLID MASONRY WALLS T SERVE AS TEMPORARY FENCING AND DRAINAGE & EROSION CONTROL ADJACENT BUILDING ' � W SITE 2 } M MANAGEMENT c� N PLAN v H N 'L E SCALE: 1" - 10' 1 1` E � y °' Ut 00 : .. �r::«:.c..;-�. ..r.•r.:azn� :Y�•"'�:r'v'�*'��et`z�t� r'� � N L (� � �/ i I 0- � i ><. N C3 iCOPY ui y ` ?{".-?p. .m+a.. 'x .•.nvou..i a aaz... :r7 X.r"t�..3:; •> ('\, � !� a c { S HEET FILE: GOODEN.DWG PLOT DATE: 3/6/14 C- 2 i 1 Ppo IlE01RT49 Ns7'Ss'28"w ,/ 22s,11`q �� LOT 2, BLOCK 27, PLAT No. 1 SUBDIVISION " " MAP SHOWING SURVEY OF Y�-' A ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THOSE DEP MONUMENT No. 72-81-A20 LANDS LYING EASTERLY OF SAID BLOCK 27, BEING BOUND ON THE NORTH BY AN EASTERLY EXTENSION OF THE !NORTH LINE OF SAID LOT 2 AND BOUND ON THE SOUTH BY THE EASTERLY EXTENSION NORTHING _ 2,181,553.52 OF THE SOUTH LINE OF SAID LOT 2, BOTH TO THE EROSION CONTROL LINE FOR DUVAL COUNTY, FLORIDA AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 59B OF SAID PUBLIC RECORDS n FASTING - 375,084.00 r cn0 a � s m APR 252 14 By-- o ANGLE POINT NOTES: OPPOSITE R-50 1. THIS IS A TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS I 72-81-A20 AND 72-81-A21 PER THE COASTAL 0CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA CET BASED ON GPS OBSERVATIONS .-PL STRE 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS .0 ( 3rd� RD RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL COUNTY, RECORDED JULY 21, 1992. (P AVED) 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING w 40' RIGHT OF WA I EXTENDED DATUM FOR TIDE STATION 872-0291 (JACKSONVILLE BEACH, MHW = 2.10 (NAVD 1988), TIDE RANGE = 5.07'). 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 161.053 (6)(a)2: "Seasonal high-water - line" means the line formed by the intersection of the _ _ ------ _ rising shore and the elevation of 150 percent of the local OPPOSITE POINT R-51 _�__ _ mean tidal range above local mean high water. OPPOI 1988) 6. COORDINATES(BASED ON,5.07) TATE PLANED COORDINATE SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL LINE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. 7. BENCH MARK USED IS A NAIL IN THE EDGE OF PAVEMENT ON THE WEST SIDE OF OCEAN DRIVE AS SHOWN. - - I ELEVATION = 14.85 (NAVD 1988) ESTABLISHED BY GPS LOT 6 _ _- -- OBSERVATIONS. I - 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 598 OF THE CURRENT PUBLIC _ _ - " - I RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY 10 20 40 MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. 4 _ 9. THE OWNER OF RECORD PER THE DUVAL COUNTY = PROPERTY APPRAISERS OFFICE IS DAVID W. CHESHIRE. SCALE: 1" 20' 10. GPS RUN USING SPECTRA PRECISION EPOCH 25 L1/L2 OT _ _ _ _ - EQUIPMENT AND TRIMBLE VRS SOFTWARE. _ I 11. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL - _ RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT - - --" -- y PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. _ _ -- - m Q° - ^ I L OT 4 W oll a -1 _ _ . .i 'D o _ - D m7 n IN -- D a)(n 1 0 -4 Z0 - - 5.2� 11.5 _u wZ I x_2.5 19.1' N io a I >0 x 4.4 x 4.5 x-0.2 x I 4.8OI x 3.7 ptiy0WOOD WK 0 r. F � � x a.1 ° F ° 9.0 2 STORY FRAME m I w r - i x 5.9 Z I o2 1.9' RESIDENCE No. 239 ".".22 o m 27\7s x12.4 Z w Z x 0.3 ,-1,2 x-2.0 - - - T cp �O /`S''0 F 17.5 / al q.:6 ROM DURDEN SURVEY 2\ ?9 0 x12.3 °?tib ,j,G� �� �= I S RPS IN o �s" - I BULKHEAD'. BURIED x12.3 x1s.5 I I m x4.s T �z r_ T x 8.0 O 4 x 4.2 �` a <°�° L ��o�9ti,�°2 1.9� i �I x9.6 x6.0 m I G� x3.9 Z" I G O C) ��/l0 w 44.a' 17.7' _ _ J 1 .1 N m x a.5 x 4.8 rn •raz v`� y IS, -Y s ^n:• I � u, I- 0 i I 0 x4.2 � 'Otn`2 J G'F`s, \t�•` r' C X 1 11.3' $f O '�; SSEs x s.1 z Nt^ c� " -o O Io IPE)v'j Z w c 0 •PI I N pVNE GRP s 1 ro�1 m 1 i a to naw m y �9 T N ON PIPE To IRON P S Q� 15.9 15.T': o N W x17.1 gig - -P d D 0 1 � �` 224.18(IR » L4��.13 245.08 15.3 15.6 (W O x12.1 o �W o i o� N8317 46 � 14.7 14.4 14.7 15.0 � _ P. 0� I � 9.0 x,2.0 � I 0 1.8 -1.3x x 7' I I z x-0.2 -rt r m 50"E 15.3 15.3 15.0 m Y x 10.2 7.9 9.30 x 10.a8 ITt x 1.6 Nn _zo 0 N 83 30 16.8 17.0 16.5 15.5 15.7 15.9 4.9 x14.84 x10.64 x 9.34 � I x 4.7 z> x 14.72 15 16.5 16.8 14.6 14.9 15.2 44 x15. 1 r x4.1 0 ? D ? N 5 1 .7 16.2 5.1 14.9 14.6 14.3 5.4 16.0 16. PSS�s PS$ES 1�*1 ! I x 4.1 0 x 4.7 F){ J °' N 15.4 15. 16.3 5.2 14.8 15.2 1 15.5 C n () up1E GR \yNE C,R +T` 2:0 N 15.4 16.4 16.8 16.9 17.1 14.5 14.2 14.' I m O O 0 0 x 6.4 4 .1' 16.0 15.0 14.9 N I I x 9.2 9,000 15.8 16A o C O 0 0 1 87 s 17.2 16.2 15.2 15.1 15.6 r ; x 17.5 x 12.4 Y 01 I r� N 16.8 17.0 14.7 m N N� I 2 TORY RAMS at N 15.7 16.3 14.8 14.4 14.1 14.4 15.2 15.7 16.1 (_.Zq I I 6 x7.9 x10.9 x `�t,�, N g p C O 15.4 15.2 14.1 14.4 Z r x 9. x 7.6 C (QI ao 17.3 16.3 14.8 14.4 14.7 m r 15.9 cn G RAGE AND 17.1 1s.3 r*� OUSE Ln 15.7 16.2 16.9 17.4 16.4 1 .5 15.2 16.3 X n S' -0O� -PIf W ®� o F EST O 5.6 16.9 17.2 t . 171 A ,s.1 1s.2 0 I m O I a2. ' _ I /I mO' CONCRETE WALK 15.1 15.46 244.51` 51.3' I 2 0 1 J5 � A� r » h � o I. / ;83'17 40 W 21.4 N \ �2 m ta 25.8 -c A t5.o N o s.2 ' 4.19'(x-cuT To IRON PIPE) 2 STORY FRAME \ I I 1•� , `�i l WALK C a � r 2 AND BLOCK " ` I flzT � o v o RESIDENCE No. 221 1 � C� 41 o�op '*I z . r r^' 6.2 �\ m 25.8' p 6.4° I me- P u 22.3' Ln tn �= I �' -O T 1 21.6° 22.2° wAllc Z i � O AVERAGE GRADE = 15. 6 STREE 2nd O �ID S . (PAVED) m 1 r gyp'; RIGHT OF WAY mFILE Cop 4z ANGLE POINT OPPOSITE R-52 y LL A IIv@(rWtvttey� FO CODE Colt' fl r�� Y °s r � ACS`•. m z� SEE P-R&IfI S FOR iWDI'rj0111AL M 0 Nl7(S AND OO-Nrj1IJONS. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN _ FLOOD ZONES "X" (AREA OUTSIDE THE 500 YEAR � ftoa ���a �" DA��. 5•_j FLOOD PLAIN), "AO" (DEPTH 2'), and "VE" (EL 15) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF FLORIDA.ATLANTIC BEACH, Duval COUNTY, �� THIS SURVEY S ADE FOR TH sem, E BENEFIT OF CLARENCE GOODEN. ` DEP MONUMENT No. 72-81-A21 NORTHING = 2,178,371.22 "NOT VALID WITHOUT THE SIGNATURE AND b EASTING = 375,348.22 D014N W.A QATWRIGH__T P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." AVERSGE GRADE CALCULATIONS - APRIL 22, 2014 FLA. LIC. ,SURVL\ OR.1AND MAPPER REVISED TO SHOW BURIED BULKHEAD DECEMBER 20, 2012 FLORIDA LICENSED .SURVEYING AND MAPPING BUSINESS No. LB X3672 CHECKED BY: FILE: 2014-0399 DRAWN BY: S=WC LAND SURVEYOR S inc. 1,500 ROBERTS D � BEACH, ' - RIVE JACKSONVILLE �'LORIDA� DAT AUGUST 16, 2012SHEET 1 OF 1 (904)241-8550 Ii , • LOADING CRITERIA All claims f or error or def ective material rust loe made within 5 days of receipt of goods and prior to Installation, Otherwise, said claire will loe denied. ROOF FLOOR TOP CHORD LIVE LOAD 20 40 p.s.f. 5'8-3/4'• 68'8" 11'8-314"� TOP CHORD DEAD LOAD 20 20 p"S.f. 7' 38'1-1/2" 5'10-1/2" 181-1/2" 510-112" 61-1/2" 7 N Floor Truss 2x4 Ribbon Detail BOTTOM CHORD LIVE LOAD 0 0 p.s.f. ✓°S P ; BOTTOM CHORD DEAD LOAD 10 5 P.S. I 2x BAND J0, Loo JB1 ; TOTAL LOAD 50 65 p.S.f. 1N J02 J02 DURATION FACTOR 1.25 1 1 .00 BUILDING CODE FBC 2010 RES J03 T15GA J03 SUPPORTING STRUCTUR WIND LOAD TYPE M WF RS WIND STANDARD ASCE 7-10 io WIND SPEED 130 m.p.h. is T,5 WIND USAGE Residential - CAT 11 BUILDING EXPOSURE C N BUILDING TYPE Closed d J04 k J07 NOTE i" IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING.SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING(AND THEIR CONNECTIONS)IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. r REGULAR STUB W OVERHANG THIS COMPANY ISATRUSS MANUFACTURER WHOSE N RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA TRUSS x 1-1995"DESIGN RESPONSIBILITIES".ACCORDINGLY,IT DISCLAIMS GA ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN,DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATION AND aTti:�a� v �n v r N �' o o o & F o � � F � � 3 � � F � APPROVED TRUSS ANCHOR B4X2U ILDER J03 J03 FLOOR TRUSS J02 J02 SUPPORTING 2X4 RIBB❑N T10G J01 JOt STRUCTUR NOTCH 1'7-318 24" a DEEP 0� 7 7 c7 !! T-1Y A"A✓ • o I - L&%b - N 7-5/8" BRG, UNLESS NOTED sfi'a" - --. --- ----- �� � OTHERWISE IR irder WARNING 0 0 0' o Yr,�rl1rr LL u_ .,_ U. r®rrrr rr rr rr Yuj�irllr CONVENTIONAL FRAMING,ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER,PLATE MANUFACTURER,OR TRUSS MANUFACTURER.PERSONS ERECTING ,; oo TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO oo PREVENT TOPPLING AND DOMINOING DURING ERECTION;AND N N o o PERMANENT BRACING WHICH MAYBE REQUIRED IN SPECIFIC APPLICATIONS.SEE"BRACING WOOD TRUSSES COMMENTARYAND '?��if9J'e�0` 0 RECOMMENDATIONS"(HIB-91)FOR FURTHER INFORMATION. 9O�A'��' TRUSSES SHALL BE INSTALLED IN ASTRAIGHTAND PLUMB U26 Simpson Hanger POSITION.WHERE NO SHEATHING IS APPLIED DIRECTLYTO TOP 3 T AND/OR BOTTOM CHORDS,THEY SHALL BE BRACED AS SPECIFIED ON THEENGINEEREDDESIGN.TRUSSES SHALL BE HANDLED WITH T __. Cz8 ,:,- £- REASONABLE CARE DARING ERECTION TO PREVENT DAMAGE OR 13'9-1/2"— QTY..,44- , Yyaflled TrD$s PERSONAL INJURY. P 024:Y �BEAM� °D N iV cV GV o cV N iV iV N N "APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY i BEFORE FABRICATION CAN BEGIN.VERIFY SPANS, PITCHES, OVERHANGS, ELEVATIONS, & BEARING t CONDITIONS.ACCEPTANCE OF THIS LAYOUTASSUMES ® APPROVED TRUSS ANCHOR BY BUILDER TOTAL RESPONSIBILITY THE TRUSSES WILL BE BUILT 2X4 MINIMUM TOP AND BOTTOM CHORDS IN ACCORDANCE WITH THIS LAYOUT" SQUARE CUT OVERHANG APPROVED BY: - 12 LL a o LL o 8 DATE: Manning Building HEEL o Supplies INC, Stron Back Deatils THA422 Detail XOLVOWt,AL „ 12 y Interlocking Floor DetaiI �N „ 5'1/2 11JacksolnPvilte FLW32256 e, (2)16d NAILS ® TOP & BOTTOM OF 2x4 VE TICAL BLOCK r�(LVL%Glrrder)er 1' BRC. 2 . . •_ � e-• ci:: .:z s_ .i .e ,r„ Phone: (904) 268-8225 22 UNLESS NOTED Faxi (904) 26Q-2981 OTHER ISE_ y �A WWW,M;�I S— ❑RP, ❑M B C C - TRUSS END CUSTOMER STRUCOTURE Morales G rou H~a 2x6 (MIN) STRONGBACK, RE N / ® EACH EN1 6d NAILSD. JOB NAME LOCATE AS C3LOSE TO BOTTOM CHORDCH TAS POSSIBLE. THA422 Simpson Hauge 1/2.-MAX Gooden Resd STRONGBACKS SPACED AT 10'—qn (MAX) ARE REQUIRED TO MAINTAIN CERTAIN FIRE ASSEMBLIES. toor Truss SPACE LOTBLK/SUUBDIV�+ STRONGBACkS ARE RECOMMENDED TO MINIMIZE VIBRATION. 227 Beach Ave FLORIDA PRODUCT APPROVAL C❑DESIITW/ALPINE PLATES 1999....GEORGIA PACIFIC LVL 2023...IGEORGIA PACIFIC WI I-J❑IST 1008.... GEORGIA PACIFIC RIMB❑ARD 2147 SCALE DATE JDRAWNBY 1JOBNUMBER N T S 1/24/14 1 KK/J B J-13-0716 u ,4 \ I 1 �1! 4 I l`{ 1 oo I 1 I � t 't e tStW L7 W_. .j 1�fl :�` var�� ifs. ,r . GIttX1 �.�i6.rli. � ✓ � a u 4 i . .mT + r c f.r�•P^I sid•,:. F �t 7••rdY( h1 i 4+a^a�..45 _- �. H. ct1 •d',-` ._ .��.�" �+.s; "��»� ':K '!1", Ai."a 4 �'.- t .d.€"�,.l�'S.sta�,��rt ���� - _ i d uinb fir} F i e ence a% iia...ip4y .k# hn M r �rx v LIQ^ 'g' y, } .S;•}Fd�� ,n>rn• ;. �,t ...lt'��1 8 ! 1 tyal y,yA A•t�,'4r`y �' �'j�'- ,' t5As !:•r e 1 T. Wim,.,; - •�1 1•k�L# �t �. • e'of'e r 1 J +t•,� T `— .�iy, ,esxaxr' 227 Beech Avenue >s 5. .r !. •.�. C Mil 1 N, t5 L C fir' ♦� 1 t-k..L11 'J�j ,f{{T`y' �° 1 �1 N.. t `�a,•tp�, a=; 'pt-k. YJ v j.. /. 'Iv� IL9IR'fI � i s�.;L '��n✓,F f,YM,-C.9y ip ,. :F a:f[11� 1 - � _�� p1�ee ;* s��`��'� 3$ •+. LS sa � FIrz an i1 rub t 5 sSti } i ), Atlantic BeachFlorida t,'. 1 ,f �' •.e'S!fl[y ,.a`�' ! 1 ! . la,tL...,..wrYv4lLt•: '.� 11'�'''` pi'•A Lf '^* is « tt ",i t' c 5a M, PROJECT SUBMISSION TO THE DEPARTMENT •i • t . ,l n- 1„a1�� i ff >t � r xt x k SITE 1 aa r ' 1 y, PROJECT DESCRIPTION: E� dypy �. r .jC°.� i”, r�4 .Y•! �' ;cn +tE�� y S" �•°71' I'• �� � a{r+l �K'lei.a a ' JJ � #,�•�.�� fi ..�..� r� ��r� tik t ; OF ENVIRONMENTAL PRO - t~ .911 A L� : F�k I O N Nv1., E �NAfai4! 4, tit, Trt.y. i r�:v v 4 TagFT#V'6 �� _ �� � THI~PROPERTY OWNER INTENDS TO REMOVE THE FOLLOWING: 'y4 � 'P li .+ �:.�61fhS r �, —0 1 ��9]• � 7Gl�4 y+. a f 9Yi a�5ui� ,fes .,.....�,': _. �. 1.',r,tl,�3U�. `a ( 1 . EXISTING-MAIN RESIDENCE a"1�,1 •3' M I�Q(t'wti 2 �•� litn"" .'.r'"" s!Ifi'' 1 Slt � r �,C;Cx-, = — -t - -� 06 -SEPTEMBER 2013 `� a..l Y 'am�ln la t� 'r71F i s. fl •tt3rdsla��,yzt } { 1: 2. ALL EXISTING LANDSCAPING y✓+ [� f 1 t ,�,".,,,r L ",, .•`;. 1 _, i f 1 r f C e s4 ti t y m-M . rjA •:r+X « Architectural Services: ALL WOOL 'DECKING EAST OF THE MAIN RESIDENCE A• PORTIONS,OF THE SLAB-ON-GRADE PATIO WEST OF THE MAIN ENTRANCE xx ^ K 5. ALL-WALKWAY PAVERS NORTH AND WEST OF THE MAIN RESIDENCE LII . x*' �r 'tr '7 o' 1 o LrJ' !'� f i1 � �ji5..,11 t3fi `p 1n 1 a° tlY��.� tt lwt! ay ", ra9itA1 ;i t'i -' K4.• .�Iv`¢V�fill� 1# .,�„ �? S ,a a ' ...._, � �'�'&.ae11 � 1•.; � ';gHre au �� ���Ifa'�t71r s.,°" *�� �`�, e �.� i°... �.. .. � 7 � � �i -. yl�� n f... � . .�3�� ;:�:ifl✓� USIA ;F�v..�����`�f� '� j�', .. THE FOLLOWING BE ADDED OR MODIFIED: 1 44RP.7 A NEW MAIN-RESIDENCE THAT CONFORMS TO ALL ZONING CODES flE r C 3. ,k3 a ad FJa� "�` si Architecture, B• ALL LANDSCAPING SHALL BE NEW Lane � C. OFF-GRADE BREAK AWAY PATIOS AT THE ENTRY TO THE MAIN RESIDENCE .,' ' t�lV"IPsrt ' a: r ,f L ` t'.` a 1 r c,lm.W, 4 /r 1`wr,' ��i'v� ... , 1022 Perk Street, Suite 205 D PERVIOUS;PAVING AT THE CENTER COURTYARD AND NORTH WALKWAY AROUND i a'Sty�T a Llfrd It a< t3 Jacksonville Florida 32204 THE MAIN RESIDENCE �{ 904.355.9020 E. OFF-GR y (" E_BREAK AWAY WOOD DECK EAST OF THE MAIN RESIDENCE WITH aw'i a •'`.4 k... °;..7+'•& ,.. ..., ..�. J•�'' _.. ..-. yt. ■ ,d,.'.. odic :•�J'__ .. ... r." .9` Siijl,i°9�'� gyp- LSa'u.„,-�.,, J. Lane, Reg. No. AR 12715 WATER FEATURE F. REBUILD AND EXTEND THE WOOD WALKWAY TO THE DUNES Structural Engineering: t VACINITY MAP / ATLANTIC BEACH McVeigh & Mangum LIST OF DRAWL . GS: Engineering, Inc. ` 9133 R. G. Skinner Parkway COVER Jacksonville, Florida 32256 SURVEY BY DON BOATWRIGHT 904.483.5200 1 GRADING PLAN-- EB 6330 2 SITE PLAN I ENL:�RGED SITE PLAN 3 EXTERIOR ELEVATIONS _4— EXTERIOR ELEVATIONS 5 SITE SECTIONS 6 SITE PLAN (8.5x1-4) 7 SITE SECTIONS (8.5x 1 1) r 8 SITE SECTIONS--(P.5x 1 1 ) � 9 FIRST AND SECO D FLOOR LIGHTING PLANS 00 L-1 LANDSCAPE / LIGHTING PLAN =� OMITTED -2—I 1�I�I17s�'dR��! I I('�•LTin►r GUT cuCCT >`f,-, �.�u1-nr rr >~ ` D a� a�a v■ ■ 1 11 RG GU 1 S1 11 .1-.., a 1 ECEI S2. 1 FOUNDATION PLAN OCT 23 2013 G de S3. 1 SECTIONS AND DETAILS DIVISION u�- VVAI ER RESOURCE MANAGEcov% Y 111 L E McNT " • .,:�'�'(z�w�, JW U� ��{'�-�/ Ulla`tile.,-�r.� `-1. t Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architectural Services: EXCAVATION AND FILL VOLUMES Lane Architecture, P.A. 1022 Park Street, Suite 205 ELEMENTS TOTAL EXCAVATION TOTAL FILL EXCAVATION TO BE NET FILL REQUIRED Jacksonville, Florida 32204 USED AS FILL t 904.355.9020 J. Lane, Reg. No. AR 12715 AUGER PILES (UNDER RESIDENCE) 37.4 CUBIC YDS 37.4 CUBIC YDS ' EDGE GRADE BEAM (UNDER RESIDENCE) 9.2 CUBIC YDS 9.2 CUBIC YDS Structural Engineering: McVeigh & Mangum PATIO PILES , FIREPLACE,AND WATER 13.2 CUBIC YDS 13.2 CUBIC YDS Engineering, Inc. FEATURE 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 COMPACTED FILL UNDER EB 6330 RESIDENCE 190.7 CUBIC DS 130.9 CUBIC YDS Engineer of Record ` Carrington McVeigh, PE# 30692 TOTAL: 59.8 SQ YDS y NOTES: 1 . ALL ON SITE EXCAVATION WILL BE USED APPROVED PLAN AS PERMITTED AS COMPACTED FILL UNDER THE MAIN BY BUREAU OF BEACHES RESIDENCE AND CONFINED BY SIDE WALLS. AND COASTAL SYSOE�/1S FLORIDA DEPT OF ENVIRONMENTAL PROTECTION AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUS'f COMPLY W:-H ALL CONDITIONS OF THE O.R*!IIT CONSTRUCTION AND A,,TIVITIES ARE STRICTLY L!hAITED TO T-,OSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED iN THE PROJECT DESCRIPTION THIS PERMIT IS ISSUED PURSUANT TO CH 161,FS,AND OTHER PERMITS IViA BE � �IRED RE D DATE PERMIT NO I � d SEASONAL HIGH}-- _ - WATER LINE COASTAL CONSTRUCTION _ CONTROL LINE =+ BURIED BULKHEAD PROPERTY LINE AND EROSION -SEE SURVEY CONTROL LINE COINCIDE-SEE EDGE OF SURVEY VEGETATION ' MEAN HIGH WATER LINE - - --I I I 5.9 4.1 4.tS J.i *•r I . L - - - J 14.8 113.4 13.1 1 .3 16.5 2, I �.0 - 9.EI 8.0 8. 15. 1111❑n ❑❑❑❑❑❑❑❑❑❑❑❑❑�DD 1 q 1111 ❑C7❑�' D❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 19.0 I o oo 4� c l Ll Ig I v .3 I 01 X o � _ -- � � � OI � N � 1 4.8 3.9 4.2 A LANTI X IZ 227 BEACH SINGLE i I o a '4 r1 I I „l I �1� 1 121 9.1 6.1 4.2 4.5 ' 111 2 ST S LE o I 14.9 a L 10.E t ti OCEAN m 16.25 19 FAMILY RESIDENCE 77 1 �„ w _ Q 3 STORY WO�D FRAME ° _ -� SINGLE FAMIL GUEST 0 0 I J "' -\ SECTION A L HOUSE/GARAGE 19.5 17.5 �o - (DRAV�ING 5 SECTION A I (DRAWING 5) (APPROX. E EVATIO O , I I I FIRST LOOR) 5 �1 o o << - ❑00❑❑❑ �, 0 © ❑❑❑❑❑❑0011❑ r I 6.4 ❑ ❑,, ,:. // '. ❑❑ ]� 6 ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 1a 16.3 15.9 14 752.4 9.2 15 17:1 9. 7.6 7.9 1 .9 2 4 16.0 16.2 j 15.1 14.4 / 4 RE-BUILD AND EXTEND EXISTING WOOD WALKWAY DO U } GENERAL NOTES: z z 1 . NO WORK SHALL BE PERFORMED WHICH WOULD O �: ADVERSELY AFFECT THE NESTING ACTIVITY OF MARINE - V NORTH TURTLES FROM MAY 1 THROUGH OCTOBER 31 ' GRADING P 1 LW 2. REFER TO ATTACHED SURVEY BY DONN W. SCALE: - 1/16" 1 '-0" BOATWRIGHT P.S.M. 1 3. ALL WINDOWS AND GLASS DOORS ON THE SEAWARD AND SHORE-PERPENDICULAR SIDES OF 0 2' 5' 15' 25' 40' 50' THE RESIDENCE SHALL BE TINTED TO A - TRANSMITTANCE VALUE OF 45%OR LESS C THROUGH THE USE OF TINTED GLASS OR OCT 2 3 2013 WINDOW FILM OR SCREENS. DIVISION OF VVA I ER 4. FILL IS CONFINED BY SIDE WALLS RESOURCE MANAGEMENT 5. THE LOWEST ELEVATION OF THE STRUCTURAL REVISED: 09.06.2013 FLOOR SYSTEM, INCLUDING SUPPORTING BEAMS DATE: 6.27.2013 SHALL BE 17.5, BASED ON THE TABLE OF THE RECOMMENDED LOWEST HORIZONTAL STRUCTURAL MEMBER AND ERODED BEACH File: gooden site plan = ELEVATION FOR DUVAL COUNTY PUBLISHED BY THE DEPARTMENT OF ENVIRONMENTAL GRADING PLAN PROTECTION. THESE ELEVATIONS ARE BASED ON NGVD29. -. 6, REFER TO SHEET 9 FOR TURTLE PROTECTION REQUIREMENTS I u COMMENTS: EXISTING GARAGE/GUEST HOUSE (GENERAL PERMIT ISSUED DU-446GP) ---� 22 27 2 HGooden �2 CONSTRUCTION FENCE SHOWN - - - - - - • 6'-q,�� 6'-8.. O ASSUMED FOOTER � L DEP MONUMENT NO. 72-81-A20 O2, 181 ,553-52 - - - - • NORTHING � ■ . � , � . , �, __ Residence O4 NEW SLAB ON GRADE WITH COVERED WOOD DECK ABOVE EASTING = 3-75,084.00 19 23 �5 RE-BUILD AND EXTEND EXISTING WOOD WALKWAY(FRANGIBLE CONSTRUCTION- UP °�' 1 I at 227 Beach Avenue OBURIED BULKHEAD SHALL REMAIN AND EXISTING 8" MASONRY WALLI Atlantic Beach,Floridd WITH SHALLOW SPREAD FOOTING SHALL BE REMOVED SLOPING TOP 0 - 1 �I SLOPING TOP OF WALL , O7 MASONRY FIREPLACE WITH SHALLOW SPREAD FOOTING- OF WALL 8„ 6,-0„ 8„ SECTION 1 I Architectural Services: ALL OF FRANGIBLE CONSTRUCTION METHODS RROUNDING 20 Q i C ® NEW WOOD DECK ON P.T. 6 x 6 WOOD POSTS AND CONCRETE PIER DECK ao (30" DEEP)USING FRANGIBLE CONSTRUCTION METHODS(SEE NOTE 5 19.0 RAISED DECK 1 I 25 - SEE LANDSCAPE THIS SHEET) �'�'`� �, 1 PLAN O 5' DEEP WATER FEATURE UNDERWATER LIGHT SHALL BE AMBER, ORANGE I '.a:.;;•: ;;�`?..i, iN OR RED COLOR USING LED LAMPS. LAMPS SHALL BE TURNED OFF DURING ;•,.<•, :• _ OIL SURROUNDING SEA TURTLE NESTING SEASON WHEN NOT IN USE(MAY 1 -OCT 31) COPING 8 1 -0,. DECK D l 0 NEW WOOD POSTS SUPPORTING DECK ABOVE-POSTS ARE SUPPORTED ,.:•�,a 1 1 6.-0.. I Lane Architecture, P.A. ON 14" DIAMETER CONCRETE PILES = 16.5 EXISTING UP - 1 I 1022 Park Street, Suite 205 1 1 RAISED WOOD DECK `. GRADE Jacksonville, Florida 32204 EXISTIN '�:: ,' ,'{ 904.355.9020 12 LANDSCAPE PAVERS GRADE -WATER FEATURE '``' '; 0 1 21 I I J. Lane, Reg. No.AR 12715 =' <' WITHLSITE BASIN 8 13 SEMI-PERVOUS PAVING ON STONE BASE ?`' (SELANIFORRINT) `:"''' I Structural Engineering: 0 14 CONCRETE PAVED HVAC CONDENSER AND TRASH CAN AREA `r: •�• `t •` McVeigh & Mangum ( 7 6 I Engineering, Inc. I S NEW 4'-0"TALL MASONRY WALL ON PROPERTY LINE SHOWN ®-■ -- w I I 9133 R. G. Skinner Parkway N Jacksonville, Florida 32256 16 NEW 6'-0"TALL MASONRY WALL ON PROPERTY LINE SHOWN - - - -- J• CTI O` 1 904.483.5200 o' WA ER FEATURE DETAIL 0 1 I I EB 6330 17 NEW GENERATOR ON CONCRETE PAD WITH UNDERGROUND FUEL TANK t>;) SCALE. 1 /2 if 1 1.011 1 11 Engineer of Record 18 A/C AND POOL PUMP EQUIPMENT ON CONCRETE PADO 19 UP 6'-4" n 10'-6" 0 1 H U ' Carrington McVeigh, PE# 30692 I 1 19 THREE WOODEN RISERS r I 20 6 x 6 WOOD POSTS WITH 14" DIAMETER CONCRETE PILE FOUNDATION U. TO SUPPORT SECOND AND THIRD FLOOR DECKS ABOVE O M GAS GRILL BUILT INTO W-10" 21 WOOD PERGOLA WITH 6 x 6 WOOD POSTS(FRANGIBLE) O Z z 36"TALL STRUCTURE i 0• O Z OF FRANGIBLE 22 5' DEEP"WATER FEATURE"SUPPORTED ON 16" DIAMETER 'U CONCRETE PILES-TOP OF POOL IS RAISED APPROXIMATELY 3'-0" - _ CONSTRUCTION AI-PROVED PLAN AS PERMITTED ABOVE GRADE(APPROX. LOCATION OF PILES ARE SHOWN WITH- I I-- �' ENLARGED PINI O PLAN NORTH BY BUREAU OF BEACHES AND COASTAL SYSTEMS O23 NEW DECK WILL NOT EXTEND BEYOND EASTERN EDGE OF EXISTING 0 /prr ._ r rr FLORIDA DEPT OF a L.LJ O SCALE. � ! S '-' ! "O ENVIRONMENTAL PROTECTION NEIGHBOR'S WOOD DECKS U 156-4" TO EXISTING DECK AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED 24 SEE LANDSCAPING PLAN FOR NEW PLANTING 1537" 5' 10' 15` 20' ACTIVITIES MUSr COMPLY W!'H ALL CONDITIONS OF TF1s 153 7 O.R"AIT CONSTRUCTION AND ACTIVITIES ARE STRICTLY TO FACE OF NEW DECK L!I,AITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS 25 WOOD STEP AND LISTED iN rHE PROJECT DESCRIPTION THIS PERMIT IS ISSUED PURSUANT TO CH 161,FS,AND OTHER PERMITS 26 EXTEND NEW WALKWAY TO 10'-0" BEYOND EDGE OF VEGITATION 31'-4" MAYBE REQUIRED / TO FACE OF l o C� (3I 27 6`-0"TALL FENCE SEAWARD OF MAIN HOUSE SHALL BE NEW DECK \ REVt D DATt PERMrr NO FRANGIBLE WOODEN CONSTRUCTION (SEE DETAIL ON i SHEET 5) SHOWN 3 249 BEACH AVENUE ADJACENT 71'-5" NEIGHBORS WALL IS SHOWN ON �` DECK SEE ENLARGED PROPERTY LINE PLAN ABOVE 68'-81' 12'- " 19'-4" 15 16 '� G H 10 13 l - I 27 9 PROPERTY LINE C H A 13.1 9. $.0 8. 1'.3 6.5 2. 4.1 4.8 3.7 4.4 I 1.7 -0.2 _ 14.8 13.4 1 i � ❑❑❑ FE 615.9I X� Tj GIATUF'°'�❑ ❑❑❑ ❑❑❑❑❑❑�❑❑❑❑❑❑❑ C 1 6 E A 191 R F I 42-0 5'-6� - - T VEY 10'-0" x 4- UR w I '� i I rs, NEW MAIN ESIDEN�j►E I�� I� ' 6 N 4. 4� (DRAWING 5) I GUST 227 BEACH VENUE I I I 3 0 Q 'ao I (JI I I I I lt�i /12.1 9.1 6.1 4.2 4.5 4.8 3.9i4.9 d� in.9 7 (DRAWING 5) ' SECTION A ( OUSE/ ARA E 2P 2-STORY SINGLE FAMILY I I ���(- n W f � �� 1 1 (9 AUTHORIZED m RESIDENCE ' 10 N SECTION A _ W GENERAL PER MT ISSUED 12 2299 SF AT FIRST FLOOR I 21 I 1 0 U z 1 DU-446GP / (ELEV. 1 .5) I i O > W 2 I I � I I 5 I -0.2 3 (] �-I . I 4.1 4.7 4.1 4.7 I ,•{ Fi, 15 17.1 1:1 El ❑❑❑❑ ❑❑❑❑❑❑❑a❑❑ 16.3 _ 15.9 ' 9.2 6.4 ■ . � � . � . . . . . . � . �� . . . . . . � . -� - - - - - �' - - 9 7.6 7.9 1 .9 �5 2.4 16.0 16.2 15.E + 4 I 1 H 15 16 1'4 11 '6 4F� 17 1$ PROPERTY LINE 134'-5" 21 1 BEACH AVENUE F 7 EXISTING WALL IS SHOWN ON 23'-3" ADJACENT CONCRETE " PROPERTY LINE PATIO 3 NEIGHBORS DEMARCATION SYMBOLS DECK AO SEAWARD LINE OF VEGETATION 150'•1 1" . TO EXISTING DECKM BO MEAN HIGH WATER LINE W 0 Z ZOC EROSION CONTROL LINE NORTH O ~ [n D NOT USED SITE PIJ�N I- O V NOTES: SCALE: 1" = 20`-0" j'Y I NOT USED 1.ALL WINDOWS AND GLASS DOORS ON*E SEAWARD AND W OE SHORE-PERPENDICULAR SIDES OF THE RESIDENCE SHALL BE TINTED TO A L, TRANSMITTANCE VALUE OF 45%OR LESSTHROUGH THE USE OF TINTED / Z 0 5' 15' 25` 0` 50' t> GENERAL PERMIT LINE GLASS OR WINDOW FILM OR SCREENS. / 2.WHEN NOT IN USE ALL DECK LIGHTS SHALL BE TURNED OFF DURING TURTLE GO COASTAL CONSTRUCTION CONTROL LINE NESTING SEASON MAY 1 "OCT 31. 3.THE LOWEST ELEVATION OF THE STRUCTURAL FLOOR SYSTEM,INCLUDING4D ( O PROPERTY LINE SUPPORTING BEAMS SHALL BE 17.5,BASED ON THE TABLE OF THE IRECOMMENDED LOWEST HORIZONTAL STRUCTURAL MEMBER AND ERODED \ O BEACH ELEVATION FOR DUVAL COUNTY PUBLISHED BY THE DEPARTMENT OF(NOT USED) ENVIRONMENTAL PROTECTION. THESE ELEVATIONS ARE BASED ON NGVD29. REVISED: 09.06.2013 IF I O 30 YEAR EROSION PROJECTION 4.REFER TO SHEET 9 FOR TURTLE PROTECTION REQUIREMENTS D DATE: 6.27.2013 5.FRANGIBLE CONSTRUCTION FOR DECK!kAND WALLS SHALL BE ACHIEVED OCT 2 3 2013 BY ALL WOOD MEMBERS NOT EXCEEDING$,'IN LENGTH AND CONNECTION OF L DEP MONUMENT WOOD MEMBER SHALL BE BY 1 OD NAILS REFER TO STRUCTURAL DRAWINGS. DIVISION lel- VVA I Ltt File: 9 ooden site plan RESOURCE MANAGEMENT \ <�> SEASONAL HIGH WATER LINE 1 SITE PLAN OL \� DEP MONUMENT NO. 7281-A21 NORTHING = 2, 178,371 .22 EASTING 375,348.22 - Gooden Residence at 227 Beach Avenue _ 51.5 TOP OF BUILDING Atlantic Beach,Florida jREFER TO NORTH ELEVATION FOR !TYPICAL NOTES Architectural Services: ❑❑ ❑❑ 00 ❑❑ ❑❑ Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No.AR 12715 Structural Engineering: s McVeigh & Mangum nEngineering, Inc. 0 9133 R. G. Skinner Parkway 1 I F171 Jacksonville, Florida 32256 904.483.5200 ZN E6330 Engineer ginineeee r of Record Carrington McVeigh, PE# 30692 -6" 7'_6„ ari o � o00 SIDE YARD FENCE HEIGHT LIMITS, TYP. OIL 16.5 EXIsTNG GRADE MASONRY WALL (WITH LATTICE FINISH) TO CONFINE FILL BEHIND WEST ELEVATION WALL SCALE: 1/4" _ 1'-0" VELUX SKY LIGHTS - TYP. STANDING SEAM METAL ROOF SYSTEM - TYP. , 51.5 TOP OF BUILDING - OIL- L_011� COMPOSITE TRIM - TYP. ! ` LLLLL LLL L _L1 I ..........L I �l i� i� i� t COMPOSITE TROM EAVE AND SOFFIT - TYP. COMPOSITE GUARDRAIL n SYSTEM - TYP. BAY WINDOW 4,L1 , COMPOSITE POSTS AND GUARDRAIL SYSTEM - ---- TYP. ALUMINUM CLAD WOOD - ■ HARDIBOARD SIDING ` WINDOW SYSTEM EQUAL TO MARVIN ULTIMATE DOUBLE HUNG WINDOW - TYP. H11 , _ I i WOOD DECKING I SYSTEM - TYP. SEP 1 0 2013 REVISED: 09.06.2013 IPE WOOD DECKING a � SYSTEM - TYP. � RE��UI���EI��CE�1EN_1 DATE: 6.27.2013 rloNs File: GOODEN ELEVATIONS AND . ,. WOOD STRUCTURAL POSTS WRAPED WITH jL16.5 EXISING XTERIOR COMPOSITE TRIM - BISCUIT ALL JOINTS c NORTH ELEVATION Mf�SONRY WALL (WITH ELEVATIONS LATTICE FINISH TO SCALE: 1/4" = I'-01T CONFINE FILL BEHIND WALL 0 1 " 2' 5' 10' 15' Gooden esu en _ ce at 227 Beach Avenue 51.5 TOP OF BUILDING Atlantic Beach,Florida REFER TO NORTH ELEVATION FOR TYPICAL NOTES Architectural Services: LA 2 Lane Architecture, P.A. 1 1022 Park Street, Suite 205 _ Jacksonville, Florida 32204 -- L[C::=: _ —� — 904.355.9020 J. Lane, Reg. No.AR 12715 Structural Engineering: f McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 7'-6- 7'-6'p r WALL HEIGHT VARIES AND IS CONSTRUCTED WITH WOOD OR MASONRY o SEE SITE PLAN. r. MASONRY WALL (WITH dk16.5± EXISTNG GRADE LATTICE FINISH) TO PROPERTY LINE CONFINE FILL BEHIND WALL I ' U TYP. EAST ELEVATION • SCALE: 1/4" = 1'-0" TOP OF BUILDING 51.5 ~I �1 FF=7 E7D = U1 ILJI f ff �I I ❑ ❑ ■ ■ Io I" s REVISED: 09.06.2013 / F F f •® �---F DATE: 6.27.2013 SEP 10 2013 _ DIVISION ()¢. v,, � File: GOODEN ELEVATIONS AND ; 16.5 EXISTNC GRADE Ak REFER TO NORTH ELEVATION FOR RESOURCE AAANAGEr--MEN TYPICAL NOTES EXTERIOR MASONRY WALL (WITH LATTICE FINISH) TO SOUTH ELEVATION ELEVATIONS CONFINE FILL BEHIND WALL SCALE: 1/4"= 1'-0" 5 10` 15` Gooden Residence 10- 0 at 227 Beach Avenue Atlantic Beach,Florida I Architectural Services: APPROVED PLAN AS PEWITTED BY BUREAU OF BEACHES AND COASTAL SYSTEMS Lane Architecture, P.A. 51.5 HEIGHT RESTRICTION ` FLORIDA DEPT of 1022 Park Street Suite 205 PER ZONING ENVIRONMENTAL PROTECTION ' Jacksonville, Florida 32204 AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED 904.355.9020 ACTIVITIES MUST COMPLY W.H ALL CONDITIONS 0',THE 17041T CONSTRUCTION AND A.,;TIVITIES ARE STRICTLY J. Lane, Reg. No.AR 12715 L!r AITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED A THE PROJECT DESCRIPTION THIS PERMIT IS ISSUED PURSUANT TO CH 161,F S,AND OTHER PERMITS Structural Engineering: 0 IyEngineering, REQUIREDMcVeigh & Mangum REVI D DAT PERMINInc. REVI rD 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 _ EB 6330 0 Engineer of Record Carrington McVeigh, PE# 30692 I 71F] FF. nn I FF] 2x6 WOOD CAP 1X4 IPE DECKING 31.5 SECOND FLOOR OF INSTALLED — HORIZONTALLY CHIMNEY CAP MAIN RESIDENCE (EACH SIDE) _ VARIES SEE SITE PLAN 4„x4" P.T. WOOD PERGOLA AND FIREPLACE USIN FRANGIBLE WALL POST AT 5'-0" O.C. FRANGIBLE CONSTRUCTION MET ODS SEAWARD OF HOUSE SEE DETAIL ON — s THIS SHEET P.T. 2x4 FRAMING AT 16" O.C. 0 Lj I 1; 416.5 19.5 FINISHED FLOOR OF - I EXISTING GRADE EXISTING GRADE ELEVATION SHALL NOT BE ALTERED _ MAIN RESIDENCE r I 16.5 EXISTING GRADE L EMBED POST 16" I I INTO PIER 12" DIAMETER x 30" DEEP t _ -'i CONCRETE PIER FOOTING _ NOTE: ALL FASTENERS NEW WOOD DECK SHALL BE 10D STAINLESS L _ _ _ J STEEL NAILS 6 x 6 WOOD POSTS SUPPORTING NEW WOOD WATER FEATURE DECK WITH 12" DIAMETER x 2'-6"DEEP PIER CROSS SECTION "By' WOOD FENCE SECTION 'SCALE: 3/16" = 1'�0" SCALE: 3l4" 1'-0" 0 2` 5' 10' 15' t Z I NEW RESIDENCE I EXISTING GUEST HOUSE I o NI , I ISSUED - DU-446GP PERGOLA AND FIREPLACE IN FRANGIBLE CONSTRUCTION Z METHOD NEW PARKING AREA WITH - 1 SEMI PERVIOUS PAVERS O ❑ = _ MAIN DUNE EXTEND WALKWAY 1 N 10'-0" BEYOND BEACH AVENUE VEGETATION LINE. ----------- ---SEASONAL ------------SEASON L HIGH WATER LINE REBUILD EXISTING COMPACTED FILL I I ELEVATI N 9.7 ELEVATED WALKWAY I 'ED PROPERTY LINE . F F MEAN HIGH WATER LINE OCT 2 3 2013 ELEVATION 2.1 DIVISION OF WATER 6'-8" W. x 7'-8" L. x 5' i DEEP WATER FEATURE oL-7.75' BOTTOM OF PILES I RESOURCE MANAGEMENT 09.06.2013 WOOD DECK WITH WOOD POST EXISTING GRADE 16" DIA. CONCRETE PILES TO FOUNDATION OF FRANGIBLE I DATE: 6.27.2013 SUPPORT WATER FEATURE CONSTRUCTION COASTAL CONSTRUCTION I EDGE OF VEGETATION CONTROL LINE (REFER TO ATTACHE SURVEY) 14" DIA. CONCRETE PILES File: GOODEN ELEVATIONS AND 1; NOTE: SITE SECTIONS r c C SECTION 1.THE LOWEST ELEVATION OF THE STRtiCTURAL FLOOR SYSTEM,INCLUDING E C~T"I O N r r J� r r SUPPORTING BEAMS SHALL BE 17.5,BASED ON THE TABLE OF THE �7 R �7 1 t1 RECOMMENDED LOWEST HORIZONTAL STRUCTURAL MEMBER AND ERODED SCALE: 1/16" = 1'-0" BEACH ELEVATION FOR DUVAL COUNTY PUBLISHED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION. THESE ELEVATIONS ARE BASED ON NGVD29. i Gooden Residence LIGHTING SYMBOLS AND SCHEDULE NOTES PER 62B-34.070-4 TURTLE PROTECTION REQUIREMENTS: at 227 Beach Avenue RECESSED LED DOWNLIGHT BY LUCIFER ALL WORK AUTHORIZED BY THIS GENERAL PERMIT SHALL MEET THE FOLLOWING TURTLE PROTECTION REQUIREMENTS: Atlantic Beach,Florida DL2YP[LEDX 1 (WITH INTERIOR (A)ALL WINDOWS AND GLASS DOORS ON THE SEAWARD AND SHORE-PERPENDICULAR SIDES OF ANY NEW DWELLINGS BLACK CANISTER,BLACK BAFFLES, AND AMBER LENS) OR ADDITIONS SHALL BE TINTED TO A TRANSMITTANCE VALUE(LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE)OF Architectural Services: 45%OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM OR SCREENS. (B)THE FOLLOWING TYPES OF LIGHTING ARE AUTHORIZED UNDER THIS GENERAL PERMIT.ANY DEPARTURE OR WALL RECESSED LUMINAIRE•STEALTH BY DEVIATION FROM THESE LIGHTING REQUIREMENTS SHALL CONSTITUTE A VIOLATION OF THIS GENERAL PERMIT.ALL �4 LUCIFER ISL-2-ALED WITH AMBER LED LIGHT EXTERIOR LIGHTS SHALL BE RECESSED OR OTHERWISE DESIGNED AND LOCATED SO AS NOT TO BE VISIBLE FROM THE (FACING AWAY FROM THE BEACH MOUNTED AT 12"ABOVE BEACH.ALL EXTERIOR LIGHTS SHALL BE LAMPED WITH LONG WAVELENGTH LAMPS GREATER THAN 580 NANOMETERS STEP LIGHTS FINISHED FLOOR WITH BLACK BAFFLES) SUCH AS RED OR AMBER LED AND TURTLE SAFE LIGHTING COATED, COMPACT FLUORESCENT LAMPS WITH A MAXIMUM SEE LIGHT OUTPUT OF 480 LUMENS EACH. NE SCHEDULE WALL MOUNTED DOWN LIGHT WITH BLACK BAFFLE 1 1. LIGHTS AT INGRESS/EGRESS SHALL BE WALL MOUNTED CYLINDER DOWN-LIGHT Lane Architecture, P.A. a BY COOPER LIGHTING H 1314(WITH INTERIOR FIXTURES OR LOUVERED WALL LIGHTS THAT 1022 P BLACK CANISTER,BLACK BAFFLE, AND AMBER LENS) ADHERE TO THE FOLLOWING STANDARDS: ark Street, Suite 205 — — — — A. CYLINDER DOWN-LIGHT FIXTURES SHALL BE EQUIPPED WITH INTERIOR BLACK BAFFLES,SHALL BE MOUNTED AT A Jacksonville, Florida 32204 MAXIMUM HEIGHT OF EIGHT FEET ABOVE THE FLOOR AND SHALL BE LIMITED TO THE GROUND AND FIRST HABITABLE 904.355.9020 FLOOR LEVELS. B. LOUVERED WALL LIGHTS SHALL BE MOUNTED 12 INCHES OR LESS ABOVE THE ADJACENT FLOOR OR DECK, SHALL BE J. Lane, Reg. No.AR 12715 EQUIPPED WITH DOWNWARD DIRECTED LOUVERS THAT COMPLETELY HIDE THE LIGHT C4 SOURCE, AND SHALL BE LIMITED TO NO MORE THAN ONE FIXTURE PER EGRESS. Structural Engineering: McVeigh & Mangum 2. UNDERHOUSE LIGHTS FOR UNENCLOSED OR PARTIALLY ENCLOSED PARKING AND BUILDING ACCESS AREAS SHALL BE LIMITED ng, Inc. Engineering,TO NO MORE THAN ONE FIXTURE PER 100 SQUARE FEET OF PARKING OR BUILDING ACCESS AREA AND CONSIST OF EITHER: EngiEngi Re ri Skinner Parkway A. CYLINDER DOWNLIGHT FIXTURES EQUIPPED WITH INTERIOR BLACK BAFFLES,AND MOUNTED EITHER WITH A WALL y \ MOUNT ON PILES OR WALLS OR A SURFACE MOUNT TO THE CEILING, OR Jacksonville, Florida 32256 Ca �Q B. RECESSED CEILING FIXTURES WITH BLACK BAFFLES AND HEX CELL LOUVERS. 904.483.5200 ' EB 6330 3. LANDSCAPE AND PATHWAY LIGHTS SHALL BE LOW PROFILE, FULL CUT-OFF TYPE FIXTURES,SHALL EXTEND NO MORE THAN 12 Engineer of Record INCHES ABOVE THE GROUND,SHALL EXTEND NO FARTHER SEAWARD THAN THE HOUSE,AND SHALL BE LIMITED TO ONE FIXTURE Carrington McVeigh, PE# 30692 PER 8 FEET OF PATH LENGTH OR 1 FIXTURE PER 100 SQUARE FEET OF GROUND AREA. �Q C. NO LIGHTS SHALL BE PERMITTED ON DUNE WALKOVERS OR ELEVATED WALKOVERS TO THE BEACH. 0 D. NO ADDITIONAL LIGHTING SHALL BE AUTHORIZED. o I - E. NO TEMPORARY LIGHTING OF THE CONSTRUCTION AREA IS AUTHORIZED AT ANY TIME DURING THE MARINE TURTLE-NESTING SEASON. 77 LIGHTING SYMBOLS AND SCHEDULE — — SYMBOL FIXTURE TOTAL ON SITE BULB LUMENS TYPE OF MOUNT MOUNTING HEIGHT �'° DL2YP O E LEDX] 8 1300 CEILING RECESSED 10`-0" ABOVE FINISH DOWNLIGHT WITH BAFFLE FLOOR 0 ISL-2-ALED 19 81 STEP LIGHT 12" ABOVE SECOND FLOOR EXTERIOR LIGHTING PLAN NORTH (DOUBLE IMPACT] FACING LANDSIDE FINISH FLOOR SCALE: 1/8" = 1'-Olif H-1314 a 4 1 170 WALL MOUNTED DOWNLIGHT 8`-0" ABOVE FINISH AT PERGOLA WITH BAFFLE FLOOR .. . _ I ® I DL2YP [LEDX] � ® DOUBLE-IMPACT® RECESSED LED DOWNLIGHT(IC,NON-ICI ISL•2-ACED 4 RECESSED LUMINAIRE PROVISIONAL ( \ ROUND ADJUSTABLE - `` DESCRIPTION DESCRIPTION ......................................................................................................................................................... ............................................................................................................................................................... A LED •In certain conditions where tower than standard wattages are required. AGeneral \ Remote phosphor dimmable LED module shallower recess depth may be available.Consult factory for details. Regressed LED with rectangular aperture in aluminum and glass casing ` for low glare,energy efficient,path,step B Special Features and accent lighting;suitable for dry or wet, ® �♦ Die-cast wide aperture;deeply regressed interior or exterior applications light source;integral Professional Baffle BSpeclat Features r=O minimizes aperture g'are, 45°tilt and 357° ~- ''i,' Dimmable 4.5W AC LEO(dimming by r—t-3.27"83mm--f ofinternal rotation;manuallyadjustable T and lockable from room side ,�;�'.•,p;' ,,- power supplyl;LED/heat-sink module is O----- + replaceable C Effects Devices .'!`,''+'�. C Effects Devices 2.'75" -:.. Soft focus lens included;adjustable yoke �'1yi' "�' ' 1.70' \ allows secure placement of up to 2 10 5`/+' Provided with seated spread lens;consult 43-, 70mm ' effects devices;)add.16"to fixture height - A -a 2671 I factory APPROVED PPROVED PLAN AS PERMITTED STEP LIGHTS _ Wilhuse°feachelfe<tsdevice) ®-�-_- - �j/! may achieve custom color temperatures �� \\ © - BY BUREAU OF BEACHES SEE SCHEDULE DTNmPlate — ;' F/f °M°""""g 1 �' AND COASTAL SYSTEMS Thickness measures 0 055;Install as j,•�. Optimum 18"1457mm)above walking L 4.28"109mm zero-sighltine or flange overlay surface j' �1 I 1.6t`4tmm-f FLORIDA DEPT OF - - E Retention E Retention 0� .125' ENVIRONMENTAL ©----� ,nm PROTECTION \/ Engineered torsion spring clips .......... ] Torsion sprang clips secure fitting into _ ` accommodate varying ceiling thicknesses mounting collar or appropriately sized 0---------- and ensure sou fit of trim against ceiling cut-out'additional set screws included AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED 9 9 9 1 ____ �- 4.5'1114mm)--� -,_- with locking version ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE --6.0ltszmml—{ TECHNICAL ff.R"AITCONSTRUCTIUNANDA TIVITIESARESTRICTLY . ..O............................................................................................................................................................. TECHNICAL CONSTRUCTION LED L!I%AITED TO THOSE BOTH SHOWN ON THE APPROVED PLAINS ............................................................................................................................ •••••••••••••••• ................ Cast 316stainosssteel orbronze depending onfinish The standard4.5WACLEDisavailablein<olor ANDLISTFDINTHEPROJECTDESCRIPTIONTHISPERMIT CONSTRUCTION DIMMING PROTOCOL ELECTRICAL temperatures of 2700K,3000K and 4000K.83+CRI, Steel and aluminum;extruded aluminum heat-sink;painted finishes Analog 0-10 and Trisc dim to nominal l0%Im output; 32+1m/watt.Average rated tamp life of 50,000+hours. IS ISSUED PURSUANT TO CH TS I,F.S,AND OTHER PEI{h'11TS are granulated powder coat;optional chrome and plated finishes. Lulron system dims to nominal 1%lm output.Consult The system requires a remote driver assembly(may he �— specified for use with manufacturer's PSA-60-12H LISTING (VIA �QUIRED �• LED factory for guidance on particular dimming systems. dimmable power supply with hardwire transformer or Listing 0 PSA-60-12P lu m transformer,each 9rderse orate)1 Pending for dry/damp and wet Locations;IP65 rated 2220 LED module 3 01 CRI:1 package. LISTING P g p p 9 WARRANTY �d �'•"' � and bumen The power supply may be instaltedu to 40'(12.2mlfrom _ I Available color temp,i atures are 2700K(4-CRI; 40KI o3000Kckage. ETC/C-ETC listed far dry/damp ocations;IP10 rated. I the luminaires.Each power Supply is capable of powering Three year warranty on LED tamp module and driver. REVIE E Oupta13Luminaires.Seepage3farACpowersupplies. DATE PERMIT NO O I I+/•50KI,3500K l+/-60KI and 4000K I+/-70KI,with beam WARRANTY One year warranty on all other Lucifer Lighting provided angles of 15°,25°and 40°.Average rated tamp life of 50,000 Five year warranty on LED lamp module and driver. MOUNTING system components.Consult website for full warranty hours.LED/heat-sink module field replaceable. One year warranty on all other Lucifer Lighting ( See page 2 for mounting options. terms and conditions. EMERGENCY LIGHTING provided system components.Consult website for full warranty terms and conditions. I ORDERING INFORMATION(fitting) Remote emergency batteries available.Consult factory for information. .................................................................................. j LED DISTINGUISHING FEATURES FIXTURE DISTINGUISHING FEATURES _ 1 ISL.2.ALE0 ......-2-ALED-3K-N.....-NL �COter COn515l8nCy ;1x2 SOCM ;COn51rUC.Ien;....Cast alU"II"Um ba(fl0 115ERIE5 :COLORTEMP :FINISH .......phot Architecture .. .......................................... ..................;................................................� ...D ....................................: •......................................... ;Phosphor Architecture ;Remote Phosphor : ;Finishes ;Granulated powder coat,platings 9r ISL 2 ACED 3.7K BOOK O I ' t :............................................................................... W white Powdercoat , ramp a: NBR�NL ,I treated metals 3K B9OOK E Black Powdercoat .L ;Standard Series 80+CRI R9=16,R13.81 AI5:75 s ....................................I.-.......................... ` ;Artist Series 95+CRI ft9=98,R73=98,R15=96 :Aperture Deeply regressed tight source and CK Cu-a-colorlGeli o nduslaal Gray _,.. L Loc g •i anti-glare baffle WITH F i MD Metallic Gray Powdercoat E Module Nominal lm/watt i 13001m 1731m/wa01,22201m 1771rn/wattl.i """' "'-0 "' " FL.F, dK ..........kin..... ' NOR Natural Bronte i 30001m 16RIn/wattl i ! ut, ng a mimum to Ig t source ' on Lackin ,,,,,••,•„........ , 55 Brushed Stainless Steel I ;Construction i Aluminum&Glass;IP66(module) i :Adjust 5°tilt and 357°internal rotation ment ;4 shed grant, OR Bru ..................................•. ;..................................................................: ABR Architectural Bronte Powdercoat Acca!s u l0 2 effects devices - BRP polished Oil-Rubbed Bronze Ptis e ”""""""""""""""""""""•'•' ERM Matte Ut-Rubbed Hmnte Plate :Light Tuning : p p LUCIFER y C DOWN LIGHTS IN SOFFIT Itucibriighting.Com ID201]Lucifer Lighting Company (37501X35 North �UCIr Pagel L..IGH'T•ING CS7MigANY As part of its policy of rontinuous research and product San Antonia,Texas 78219 E• I IucifarOghting.com I®301]Lucifer Lighting Company (77501X35 Norrh BETWEEN FIRST•.AND develPpment,the Pmpany reaerve,nerighl lP Change IPH1+1210227-7329 L-IGs!-{TINC;L=C7PAPANY As part this Policyol continuous research and product San Antonio.Texas 78219 ❑ SECOND FLOOR 19725,]7 or withdraw,p¢cihcatipns without prior notice. [FAX)-1-210-227-4967 I , oreµlhJ aents,hefoation,w6hpt [0]267] pony reserves the rh and change LPHJ,1.210-227-7329 peci prior notice. 1FAxl.1-210-2274967 DOWN LIGHTS IN SOFFIT O I HALO DIMENSIONS r N13Q HMO ORDERING F Yy-5*'@ CAN LIGHT X1319 INFORMATION f"9 A BETWEEN FIRST AND 29~ — - INFORMATION SAM TION 3 15oa �_ 291/d• 52 t/2• xlat9B2 SECOND FLOOR 4 P4 S,Imm) 921mm1 33 t t (DOWNLIGHT ONLY) ^�I{ 1841 1,8' 8m1 I I301 131/f• \ 93'/' 9`w8' { I]]3mI li � l2damml r � 1245mm1 O `�1 e 57 5l� H1319 H1312 a 12p3mml ""rain' 11x9mm1 / , v / Fl,tpr. H2320 - -/1/Wif-_JI Flni.h t INCANDESCENT HI]1g.Pendant Mpunl Dpwnl ah,vi ih Be(Ba,15)W Psat lea 0X00(damp local Pn lippol P.Whib PENDANT MOUNT kt119=Pendant Mount pevml ghl vi rh aafM.]OgW Ade)damp 1pceUonletedl BL Brpm9 (/ N232g pentlent Mount Oownght.0pert l 5gWPAA3d�150WBflI.Ccipl..u.istedi DOW NLIOHT \a rN 1316 X239 H1316 •- H2356 A ,wy�, 5. .' - \a� � 1 1121m^I � 11a5m 1 I§" Itp5mml `I]ledmeml 6' ,,1J{ 151/8' 1165 i ,I I Sj,1,E 1137m�1 'Yd 13e4mml 11225`I 19,8' n215m`1•�--,` la t/8 U� Id60Im. 1. 166am I nnmm 15•_ � n J � ��rx'st"� t �l�� n27mm L6,�f I a•_t etre aIla- u52mm'I u52mmtl H1315,H2353, 12o6mml lzD6mm1 e,:B• H1316, H2355 91/9' 1232mm1 •-- 1232mm1 Fixture Finish T INCANDESCENT WALL MOUNT UPLIONT/DOWNLIOHT M],5=Wnl Mpunt UplgMDpwnlgM 'hBelfle,UI66W BP30ldomploal prat ped) P.Whib NORTH m]e Wal Moum ua1 pp re th Bame.ix115Dw BfldWPAA BmamP goatp,rpaal ez eonte FIRST FLOOR EXTERIOR LIGHTING PLAN H3MAWaIMP [UPlgh.-IMopeb,@Ilg0WSuged 38(8 1O a,i1) H].]SS+WeII MAUM Upi'ghvp°wnl'd,4 Open,(2115pW BRdypgA3610emP loci en Ilaledl �+ X,3 3 ISSUED: 09.06.2013 SCALE, 1/811 1 I OII 3/d'NdmmlS_ EIVEU I L8'135mm1� H3711I $ 'nag, µ Ri VI \1 e-: ".27.''!11`7 -ate 1121 1 �Q 1211imml 112tm`]�]/ \fl2d5-1 H-1314 2,mmi� �n�9m7m1 1 f "kb C etre• a ud• 3��X37 .-�,.•dy,sf 1296mm, 1222mm1 OCTile: gooden site plan Fix]ure Finlah H1313,11-1111314 C® 2 3 2013 `/ FIRST AND 2YI111 BAF LE Ht]1kWaIIMrn,m D°wni Wtwlh Eaffia.6 Wee301derra bcaUon peal p�gyhlb INCANDESCENT ENT I V ISIOkI OF {VA I EI, 9U&Pore WALL MOUNT R OURCr MANAGI=(VI N? SECOND FLOOR LIGHTING PLAN 00 Vitl[ow web Jp etwwwwepeHlpMin9.°pm r1ar C-11 COOPER Lighting Cult"COO 800 FAX 770,186.4801 ADV0418M perLghtmg15825M<LaughlnRdMs saaruge,OneAle,C 30269 da1.511118890 0).40DOFAx905558.]Od9 I i e t, t Ri0�Kt7 G rYwel - A9taEr4rrW r. KICHLER. Gooden e ® - Residence •Nash D3a$r1 ha LB?,a o1�n'Pah ntd zxaad h1'I•at V<u•iDtruur3 h�anika,Pa Casrtli•aia�atfh�15811 asci 1581')Falh nab��$xbs'4t, ' ut W10..,t:ttvofri`iLINA N at 227 Beech Avenue �44d1$,6A,nla�rarwt:DoanCDrlrubi6KiI '•nbklth.r, mom• �$t!•I$'JAGrDC 1 ��>:'�.ia�a�,>1.a'Sar.1•e>;Ilu�.c�un�u,+an�n�F��d1 Atlantic Beach,Florida 5'1 r$resn9 saka Architectural Services: LANDSCAPE LIGHTING SYMBOLS AND SCHEDULE I:xAb�LLc l8'814tI6ft iPraduai M 8 Pwahl �INQLU p . . 11 SYMBOL FIXTURE TOTAL ON SITE BULB LUMENS TYPE OF MOUNT MOUNTING HEIGHT 1 5V 1 18$10 CaglAluminum AYdtbRM Ia:agrtbCLE9l 3C'n'un[GIa �1rs.$rc,nd 1b861AZT•DSarU �CE akudltuty �.-- Dlhar,kalx AST•A&id a.1d onyof 01.1 3PT. a19ka Fowo-d D aria F,Il%:Aatvv)Omit bZ8"'+Yx AAtiAn! NSta, 20306 104,184a FOr'4r1:atylatil I ISL;2-AL.ED 1 81 STEP LIGHT 1 2r° ABOVE ff1": 11,2W21 hot WLwyh i•150+-1751 106015KY-0"t 'rvlanSAMl'iMlij d ►iC79fla rIo11:Po anatri�u �o' a-® risriin"iCvroaaoaapil FACING LANDSI,QE FINISH��F'LOOR 1ralsl�rltara, aha I, DCS U B L E IMPACT] NaO;�F v liria githal �,�a 15810AZT �`` 72 IN-GROUND [8L"O13OVE FINISH Lane Architecture, P.A. a1022 Park Street, Suite 205 a ' g :, Cv �� STAKE (MUSHROOM) I~ OR MIN. 10' APART - APPROVED PLAN AS PERMITTED Jacksonville, Florida 32204 rSy�ibolcommon BotanicalBY BUREAU OF BEACHES BHT-Vitt U FWA41"OVD001 urlalalitoantlaq AND COASTAL SYSTEMS 904.355.9020 Axk ( FLORIDA DEPT OF Agapanthus,African Lily Agapanthus africanus`Blue' 1$$DrAST•T$ Brmzaaoler J. Lane, Reg. No. AR 12715 18887BKT•^sear'J Aa3<?V Id 1888rs8{!•®•�nze�Pniiiri ENVIRONMENTAL PROTECTION ' Azalea Rhododendron kururne'Tradition' , AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED Structural Engineering: ro ACTIVITIES MUS•f COMPLY WITH ALL CONDITIONS OF THE Baal Brats r$,RwAIT CONSTRUCTION AND ACTIVITIES { I LWITED TO THOSE BOTH SHOWN ON THE AA PROVED PLANS McVeigh Mangum r Azalea Rhododendron sp. tlElt.Br4izel Engineering, Inc. AND LISTFD IN THE PROJECT DESCRIPTION THIS PERMIT u4`4 w, IS ISSUED PURSUANT TO CH 161,F.S,AND OTHER PERMITS 9133 R. G. Skinner Parkway 4r, cabbage Palm Sabal palmetto Y B REQUIRED Jacksonville, Florida 32256 J.,i a 1p REVI.V ED / �o ATE t3 PERMIT NO Crepe Myrtle Lagerstroernla indica 904.483.5200 EB 6330 - - a Engineer of Record U1/1 . y g Dwarf Fountain Grass Pennisetum alo ecuroldes'Hameln' UfB.4'I'id IN Ili lU ftl'l It,UL it iJFU I'uu11 asiur 11(ly Ibis COuuJ .„ p For Warranty hfarranAan, , _ 1Nr►d1< �JLSd'Y01pI11Ll,Vfiioll�iNl�L3ilIIC:,1�8.'7.lI1CLi855J11:II11�,HItJ�II(]lli'dOJF I Carrington McVeigh, PE# 30692 O1"~ __^ �aa,a Ylil WYrYflltl,d608pa6dh�AO(n I:,I:O it IUIIII:Vr}'LII1`JIU,iL..5 uI8RIUU:ih'tldl dllclLlell.tnw),vil'lau:"mlitC. , i Grand Crinum Lily Crinum asialicurn'Variegatum' Azalea? 71111.Aaaw1WIayRuJ.Ciava'aild,OH4191 ?h(af9)51A•1LC9 raal(ai9f913.2sr9 anuaa�raaq$klra�lgr.rm vub;icly/aa�sullghtlrp.� Rhododendron sp:• I ,. a Hydrangea Hydrangea macrophylla'Westfalen' Concrete Stepping Stones 'c Indian Hawthorn Raphiolepis indica'Gonda' Dwarf MondO Grass 24."x24° Crepe Ophlopogon japonicus Lagerstrroem al indica ` Lily Of The toile Agapanthus Maiden Grass Miscanthus SinensiS'GfacillirTILls' Fancy Florida Sylvester 1� Fan Palm Washingtonia �ti L4�, �r , Hydrangea2l Phoenix Sylvestris -J Hydrangea macrophyila 'Westfalen' ;� Grand Crinum Lily { Rose Rosa hybrid'Pink' � y Crinum asiaticum Variegatum Rose'Double Knock out' Rosa'Double Knock but' Crepe Myrtle? A African Lily ;V A Rose'Double Knock Out' Rosa'Double Knock Out' Winter Frost Pittosporum Agapanthus,Lagerstroemia indica Agapanthus ' Pittosporum tobira 'Variegata' africanus Blue Sago Cycas revoluta Dwarf Fountain Grass L Pennisetum alopecuroides 'Hameln' Rosahybridbrid 'Pink' Belgard Coblestone Border Variegated Sedge Carex elata >i Yew Taxus x media'Viridis' Es i a "k, I a]�J n'' yrs 5' fit'}'<` 'alb° 27'-0' 5'� 4" sr��" _ nab—8 12 q" 6'-4 1 0 � k f °r1 S I. 4 s �L- _ _ _,....w.' _._. .... a r.. ,. ,>z] ..,. p.,a ., � a ... -. aw,.'� ,rw.: .: s..:,. ;Y d.. .M.,7 ,, - - r ✓r «. *^-�•r� � p \ � :n . �. _:. ... _..�__� j - 1 -S ,.v....: .]..:k ., .1 k,.�..a id*£4 - </ ._...T 1 �., 1- & ra ,� .� � � , � * VE.A:d i�x,# � .w*c.3 :.�,.'a r<��'..d .Mat.3 ,.,�A:3 r:a+.t I - J,. 1 „� , u Aluminum ate r - _ Custom m � r l .,_ : . : , �r t; a '�V •.J" �#,:ek:,: ,. V 9.. _ , � �..-. .reg. 1r+�. ... 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Oph pagon planiscapus `Nigrescens' + R' E C E I V nn&,� ar,-Fan Palm11 Japanese Yew Sago Palm ClusterOCT 2� ��'3 Washington ia n-- Podocarpus Macrophylla Crepe Myrtie7 DIVISION OF VVAIER L.agerstroemia indica RESOURCE MANAGEMENT Fancy Florida Sylvester t Phoenix Sylvestris � ISSUED: 09.06.2013 Fan Palm11 } DATE. 6 7 7 2 11,'] Rose 'Double Knock Out' Washingtonia4e I Rosa 'Double Knock Out' l w - File: gooden site plan Dune Flowers LANDSCAPE Helianthus Debilis AND LIGHTING PLAN RENOVATIONS for the: 0 m Gooden 0 Ir Residence Z 0 227 Beach Avenue 1= Atlantic Beach, Florida 0 O �i V) v rn = N O U O N � (n :2 Lane Architecture,P.A. 1022 Park Street,Suite 205 Jacksonville,Florida 904.355.9020 E 32204 A. Reg.No.AR 12715 / o C' w LStructural Engineering by: CL L W I p�EC ICLONC CONC ICONC McVeigh & Mangum PILE PILE PILE Engineering, Incorporated r ► r � 9133 R. G. Skinner Parkway o C Jacksonville, A. 32256 o ?_ I Engineer of Record: 3'-8V' _ 4'-6" _ 5'-0" 5'-0" 1 5'-0" 5'-0" I 5'-0" 1 H. Carrington McVeigh, —rr r cv 16"0 PILES AT No. 30692 I I / - I _ _ �. C DIPPING POOL 0 __..._.________. _ _ _.__ __._._-.. .... .._._______ L L ' _.... _._,___ __ ___ _ ONLY 5 TOTAL),-.-- .. _.... ___-__.__ _____-__-.-. _.__ .__. __ ___.____._ __ N o PIL"E PILE - - _ .__ -. __ L I _- _._ . _ __. _ f / w } I x _ 6'-3Y4" 1_ 3'-0"_ 3'-0" 13'-0" �i O w A S3.1 S3.1 L L I i N r 7,_4,1 PER PER a _ g Lij — _. .._.- _. _. _ „ — f w : --- � 410 I r S31 i o °° #4 6" I It ®1 I I I I S31 _ ---- #4016' _- -- O 1 I 1 i ' I — ....... . I w = p , f 1 � A € r - Fs 7 o ; I �;r' i CEJ w I aoI ..I. - I I I I I �" S3.1 _ qlj 1 �= I -- - -- ----- ----- ---- I ------- -- I ---- -- -� x ---------- -- -- -- — L I I _ N _ T_11i --------- i - ---- -- ! d - ----- ----- ----- ——————— --- ------- - - - g S3.1 ,- - - - O N (If ^. IT i' — 00 0 i t ' - L. I '` . 1 ,._ _.� _ t 0 0 0 ;� j axo tX �I>� 6 CONCRETE SLAB. �. I �- 2-2x8 P.T. z E aP; I N T SLAB EL, GIRDERS � N ` I '� I I S I I I I I I / i19 -6 (TYP UON) w r<, ,. ,., I w co I \ I z, I _ :{ i (TYP) N I €' e =--�- ' L — — — .. — — _ — — — — — — _ — _ — _ — — — — — w cn y M S3.1 r € 1" a _ r f 0 r7 } I II 53.1 IF I I I I I hlxl - I I I I I Of Ii 1 �k�/� I I I I I I I I I I I ? 10'' — _.�_. { : 0 `j I I I E iii ,� ; �, 11 S3.1 Ld I E '� S3.1 M j L I — ——-- ——— —— —————r ————— ————— ———————— —— — — ——— — —————————— _, l _ ...a.. . ... __� ..,:. ..__.._.,.,..,,,.._ i __... _....._..�.,... ......< — — It_j i i , 3 f i ci 10" 9'=6h" T-1116" 3'-2" 6'-4" 4'-9" 4'-9" 6'-4" 3'-2" T-11J�# g'_g ' E _ _ 1'-7Jfa' i - , Z — �.! .. 1 (TYP) " , E _ 12 �bceeasra�sst�treaey,ti 66'-7Y," 1 -7 i S3.1 0 �>�'Q�`eGTOA w I T - - i lI i� ' lt) .�°v�� `�•• ••• �Pdifi.� Z I Uj I l� Z 13'-4" WOOD TRELLIS ,p; OF ABOVE, ���. .t�;'�<a}�957�,•'• ''moi SEE ARCH J�'' ` f� AI� �� ��`� FOUNDATION PLAN 1 h 52.1 '•t�rit:n�atut�sa, SCALE: 3/16" = 1'-0" 0 A_ 0 FOUNDATION AND FIRST FLOOR PLAN NOTES: 1) THIS FOUNDATION LAYOUT ASSUMES TRUSSES ARE FRAMED AS SHOWN HEREIN. THE TRUSSl% o MANUFACTURER SHALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO FOUNDATION CONSTRUCTION. / Revisions: a. DENOTES ST a 2) SEE DETAIL N3ES31AFOR (REINFORCEMENT. PILES ARE 140 TYPICAL UON. w / v W 3) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET SO.1. I. 4) FOR ELEVATIONS, WALL SECTIONS AND DIMENSIONS, SEE ARCHITECTURAL. w ATTACH BEAM TO CONCRETE WITH HU26-2 HANGER W/8-Y"xlX" TITEN SCREWS INTO CONCRETE AND t �5> NO ATTACHMENT BETWEEN BEAM AND HANGER. V) 6) 0❑ DENOTES EMBEDDED POST FOUNDATION. SEE SECTION 4/S3.1, 7/S3.1 OR 10/S3.1 SIM. w H- � N Date: 6.27.13 Z Q File: X 0 V' FOUNDATION N ~ N PLAN N � N (�D O I2 M O O S2 ,01 I-- z - #8 CENTERED FOR FULL RENOVATIONS HEIGTH for the: CAGE REINF, SEE o WALL, PILE, AND GRADE BEAM STD SCHEDULE. OOK ATOTOIDE PE Gooden CAGE REINF, SEE M I SCHEDULE. PROVIDE Residence STD HOOK AT TOP. 0 T, PILE AND GRADE BEAM U SEE GENERAL NOTES ANCHOR BOLTS 3-#3 TIES FORFULLZZ7 Beach Avenue FOR WALL REINF I I PER SCHED, ON ® 3" AT TOP "� \� iv HEIGTH Atlantic Beach, Florida CMU SLAB REINF S EET w� REINFORCEMENT .. U SEE ARCH SEE PLAN \/, / �'' • SCHEDULE ' 0 0 Q w T/SLAB EL, T SLAB EL, b1 ES vwi DIAMETER CAGE REINF " a SEE i PLANSEE PLAN .. f- 3" CLR 1 i \ w SEE #3 TIES TO VERT REINF 14" 6-#8 U SEE ' / PLAN 10,E Lane Architecture,P.A. z I GRADE BEAM, \ \ /\ �/ , z \ \ PLAN �� �. �\ ti \ `- SEE PLAN . SLAB REINF �// / I /`���� 2 SEE PLAN ��\� /j�\/,,�\ SECTION A—A 16 8-#7 1022 Park Street,Suite 205 - _ - -- Jacksonville,Florida -H T 4-#6 CONT11 #3 TIES ® 4" OC TOP ANDCBOT IONT I 2 #3 TIES 6" OC A A 32204 z \ / AUGER CAST PILE 904.355.9020 1 I I 6-#6 TOP AND BOT (CONT) I \� SEE STRUCTURAL j A.Reg.No.AR12715 NOTES AND SPECS AUGER CAST PILING NOTES i o 4» I °- (TYP) I CMU BREAK-AWAY WALL — 1) PILES SHALL BE TYPICALLY 14" DIAMETER AUGER CAST PILES DESIGNED TO SAFELY SUSTAIN A Structural Engineering by: I COMPRESSIVE LOAD OF 30 TONS, BPSED ON THE GEOTECHNICAL ENGINEERING REPORT FOR w I I FLUSH W WALL AND BEAM 4 �:_ McVeigh & Mangum � / TYP I AUGER CAST PILE, I�- THE PROJECT. PILES AT DIPPING P09L ONLY SHALL BE 16 DIAMETER. Engineering, Incorporated X FIN GRADE I ABOVE. SEE SECTION 4/S3.1 (TYP) SEE PLAN FOR LOCATION. ^_I wREINF NOT SHOWN, -�I I I I ; 2) ALL PILING ACTIVITIES SHALL BE DONE IN ACCORDANCE WITH AND UNDER THE SUPERVISION 9133 R. G. Skinner Parkway = AUGER CAST PILE, SEE PLAN FOR LOCATION. SEE 3/S3.1 —� OF A GEOTECHNICAL ENGINEER, AND IN ACCORD. WITH THE PROJECT GEOTECHNICAL REPORT Jacksonville, FI. 32256 i & SUBSEQUENT RECOMMENDATIONS. Engineer of Record: REINF NOT SHOWN, APPROX EL -6.75 H. Carrington McVeigh, = I SEE 3/S3.1 g g -:_ TO BE VERIFIED BY 3) THE DESIGN STRENGTH OF THE GROUT OF THE PILES SHALL BE 4000 PSI (MIN). 11�" GEOTECHNICAL ENGINEER NO. 30692 0 4) THE PILES SHALL BEAR AT A MINIMUM DEPTH OF 27'-3" FEET BELOW FINISH FLOOR. ACTUAL PILE EDGE GRADE BEAM INTERIOR GRADE BEA _ . TYPICAL AUGER CAST PILE REINFORCING DEPTH SHALL BE DETERMINED BY THE GEOTECHNICAL TESTING FIRM PRESENT AT THE PILE oINSTALLATION. 0 Of CL bi 1 SECTION 2 SECTION 3 DETAIL [if S3.1 SCALE: NTS S3.1 SCALE: NTS 0 S3.1 SCALE: NTS w $j' z 0 w AT WALL CORNERS, SEE DET 5/S3.1 -- - -- - nao ------..._........................._......._ r = — U C Uj T DECK EL r�r SEE ARCH #546" CTR'D I IPOT BEYOND, HORIZ I I 0 CMU WALL, GRADE BEAM, I I SE PLAN ao I JOIST, SEE PLAN NEW 2x EXTERIOR o SEE SECTION 1/S3 SEE 1/S3.1 I #546" VERT ON PLANKING, SEE ARCH OUTSIDE FACE OF JOISTS, SEE T GRADE EL CTR'D BARS (AS SHOWN) T/DECK EL, z I I PLAN SEE ARCH SEE ARCH 0 #546" EW TOP w RIM JOISTS. 6" ' ATTACH AT 0 EACH JOIST W/3-12d NAILS. x8x12" ;� BEAM, FILLER AT SEE PLAN U / CONNECTION ls��\ � ATTACH BEAM TO TOP � ~ 3' � T GRADE EL OF PILE W/AL— BU66 j w 8" OR 6" CMU W/12-16d NAILS INTO / ` ' �' ` I IIX 7/7j 11,X SEE CIVIL FIN GRADE BREAK-AWAY WALL BEAM AND "b AB [---- I I 4x4 P.T. POST, EMBED 5448 OC AUGER CAST PILE- INOT TOP OF PILE 0 16" INTO PIER SO +-4 I I SEE PLAN FOR LOCATION. COLUMN CAP. ATTACH L J _ # y TO POST W/2- V6 z REINF NOT SHOWN, - z I BOLTS. ATTACH BEAM N 1 SEE 3/S3.1 4 ;� #546" EW BOT TO CAP W/2-10d o NAILS IN EACH END � AUGER CAST PILE, SEE OF EACH BEAM. PLAN FOR LOCATION SEE 3/S3.1 CONT 16" WIDE x 10" FOR SIZE AND REINFORCEMENT NEW 12"Ox2'-6" V) DEEP CONC FTG L PILE CONC PIER w W/2-#5 CONT CTR'D 4 SECTION 5 SECTION 6 SECTION 7 SECTION - S3.1 S3.1 SCALE: NTS SCALE: NTS S3.1 SCALE: NTS SCALE: NTS ` U Z / G TOr z 652 w } C g sT _o ¢ FIRE PLACE, ®':,�{✓ DIPPING POOL SEE ARCHL ���>,''��ce•°^j 1 .'•'��� • Of K• DIVISIW� uF VYA1_ER •NAL VO 0" "a<7rl/:7F7SC73'ni418gt3}3*t; FIRE PLACE` DECKING, RESOIJRCc MANAGEMENT NEW 2x EXTERIOR SEE ARCH NEW 2x EXTERIOR PLANKING, SEE ARCH o JOIST, SEE PLAN PLANKING, SEE ARCH s NEW 2x6 P.T. JOISTS 4 32" CONCRETE PIER. DIMENSIONS TO MATCH Revisions: —JOIST, SEE PLAN FIREPLACE ABOVE. 0 T/DECK EL, T DECK EL, PROVIDE #4412" EACH SEE ARCHSEE ARCH NEW 2x EXTERIOR DECKING, WAY ON EACH FACE.PLANKING, SEE ARCH SEE ARCH POST FOR TRELLIS, 2x6 LEDGER. ATTACH o + ¢ SEE PLAN W/VEXP ANCHOR ATTACH EACH END OF 4 24" OC W EACH JOIST TO BEAM BEAM, SEE PLAN / / /�. / W/2 10d TOE NAILS '\—JOIST HANGER (TYP), X X y o T GRADE ELAW SEE SCHEDULE 1 SEE CIVIL T GRAD EL l o '%" w 7717777//71771' I I /� /A /� /�. SEE CIV L PROVIDE 2x6 LEDGER I I AROUND POST. ATTACH V) P I I ON EACH SIDE WITH I I 2x6 LEDGER. ATTACH 4-12d NAILS w l L J 4x4 P.T. POST, EMBED 3'-6" Date: 6.27.13 � W/lz" EXP ANCHOR � 24" OC 16" INTO PIER o, z NEW 12"�x2'-6" DEEP 3'-6"x7'-6"x1'-0" THK CONC File: X 3 < CONC PIER FTG W/5-#5 LONG WAY AND M o 9-#5 SHORT WAY SECTIONS AND U) V DETAIL N N 0 d- N 0r8"**� SECTIONrg SECTIONri0SECTION SECTION 12 SECTION to M S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS r S301 0