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HomeMy WebLinkAboutRevisions; DrivewayRECEIVED APR 22 2016 OFFICE USE ONLY: DATE FILED: -2(9& REVISION FEE:RO '15.Oes 1. LOCATION/SITE ADDRESS: PERMIT # `7 d / ' ©Yo / RECEIPT # 11 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION:/�J STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 1910 A1, CITY: I 441 RB Q STAT] PHONE (DAYTIME): 9 b 2" - 00 jx 4.: OWNER/BUILDER INFORMATION: r' Joe- 13��d NAME: � ADDRESS: CITY: Cos STA PHONE: P1� 3PY/-6903 5. ARCHITECT/ENGINEER NAME: /n "QvjtwatD FOR OOFIpt E REVIEWED S DATE - FAX: FAX: ADDRESS: CITY: STATE: ZIP: — k PHONE (DAYTIME)[ Revised 07/22/2014 FM REVISION 13 77 EJ t 9101 ZiZ ddd 0-A13338ftj 1 TWO STORY +BASEMENT J�j Ci (1972 CCCL) PER WEATHERINGTON & SINGLE FAMILY RESIDENCE KIRBY SURVEY, FILE NUMBER 81-205L, 5-� DATED 6-30-81 (PLAT BOOK 16, PAGES CBS CONSTRUCTION '! 32, 32A-32G). , 7i� GARAGE (+7.33' NGVD/+5.84' NAVD) �C1 LOWER LEVEL(+8.50' NGVD/ +7.01'NAVD), n ";Pw MAIN LEVEL (+19.5'NGVD/ +18.01'NAVD) UPPER LEVEL (+33.5' NGVD/+32.o1'NAVD) ` � -$ � . MEAN HIGH WATER LINE LOCATED �� �� + ♦ AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS `! * 22' � \ PROVIDED BY FLORIDA DEPARTMENT ;\ \71 ♦ \ \ OF ENVIRONMENTAL PROTECTION, AND /r`� III fJ ( A FIELD LOCATED ON SEPTEMBER 13-19, 2005. g IL & DISK -- - 119.E ♦ \ 92.82 '� L3 59 ----�© �� 58.$6` N89°5811 309.07 ♦ /% a 2' CONC. ',, a \, \ r� -- I ( r J'r• ,. w C c ` ♦ ti "; �; MEAN HIGH WATER LINE LOCATED ON P ` 1 FEBRUARY 08 2014) 3 05PM ELEVATION 0.50 s NAVD OF 1988 CO = G carcH -� ♦ EASTERLY LIMITS OF N } CONVERT TO BASIN t � � v \ \. ♦ \ N o (NGVD OF 1929 (+1.49)) DUNE GRASSES �° -� 1 n � ,a SEWER � I ♦ ♦ ♦ ! 4•,� W � ` �, �� \ ® \ MANHOLE Lc ixL 34 WESTERLY LIMITS OF ♦ ♦ ♦ 4� 41? cry C� \RIM ELEV.=5.47 .DUNE GRASSE- .� \ ♦ \'`� °��s �� VAr � VACANT ♦ N m 250 GAL. ,� P{ OPANE TANK �` r \ti'-0"HIGH �1 t�O CONCRETE E UI` 1 S EXACT SIZE & TE WAL & GATE 12 P� ASPHALT LOCATION T.B.D. Q PMENT PAD �; ♦ ' fN� S ABOVE FLOOD ELEVATION ♦ \ B ♦ CONSTRUCTION FENCE ; MAINTAIN 10-0 MIN> >'� G., x 93'-0" ♦ \ ♦ &APPX. WORKS LIMITS <� SEASONAL HIGH WATER LINE CAP FROM PROPERTY LINE ' \ \ `f.�,�, OVERALL BUILDING LENGTH ♦ '`, , ♦ \ ELEV. 5.19', NAVD OF.1988. &BUILDING \ ..�,�.C. —•., 126.76' t ' ♦ •� 95.85' L4 , LOCATEDFEBRUARY 08, 2014, 11:OOAM \ 1 o'-o" 0) " N 89° 58' 14"E 313.63' - ----- � - MIN. to °' - -- I , ;! ?{�j,l x �,� \ --- r ♦ t a PAVERS ON 4" THICK N MAIN REVISION . N LEVEL - " _ BUDI G. POOL, & FRANGIBLE- o ♦ 3 — _ ;: . = 19.so NGVD i ♦ 3 ��P POOL D CKS TO BE ; CONCRETE SLAB \ e N E4e„ --- cfl. ,s.or NAVD ♦ S A. PILE SUP ORTED & TO BE \ �` ,, ♦ INDEPEN NT STRUCTURES o un Z LOWER POOL ♦ ♦ ? > s ti x PAVERS ON F � ♦ EASTERLY STERLY LIMITS ° p LEVEL J ♦ k E A I S O F SETTING SAND - ® sso'NcvD s.00 Ncvo . GRASSES -� ON 4"-ti" 43? zor NAVD 1zs1' NAVD -♦ N J CRUSHED ROCK, ♦ _ WELL COMPACTED „ CO C , I t9 s� I 1 }O �� " L WIDTH w C� d. FAO G� I 11" ♦ O : — F •\ sT. I uclE COUNTY /- ` �(� t� n n' i a err BUILDING Di VISION �. tl2 IL \ \ , ASP L f <� REVIEWED 0 WED cE FOR %1 A ASPHA T _ 57.22' ° 124.18' cn ♦ • /'_ "- 98.88' L5 DATE PLANS AN P MIT \ C} \ = \� MUST BE KEPT ON JOB OR 2 9 ! s' " N$9°5$14 E 318.19 ------ ♦ a, 3 =3 � Is \ SI & ATE — - ! , n �` r — — — 8 sl NO INSPECTION WILL BE MADE t�AG _, / t5 i I C7 Utz N i ETE E PMENT „ GE TERLY LIMITS �� �^ �� E FLOG LEVATt N (11 ,.1�.�OS��p DUNE GR S ♦,,T t \i FND. 5/8 IRON 8c Ao y \♦ \ _ N 1083936.9 99 \ �� \ \ APR ♦ m s _ .,n IE 9081 7.497' p00�-�� ®�� g SEASONAL HIGH WATER LINL f 6 O 2 CONC. 1 \t LOT 36 ♦�' ♦ N ' ♦, a ELEV. 5.19', NAUD OF 1988, 4L o� S7 �; N i LOCATED FEBRUARY 08, 2014, 11:00 C3 ` rn c c 0 p ♦ N. � 43�. VACANT 24• p _� <,. .. 2j�24 t� ®;o ♦ 2� ; BENCHMARK NO. 2 FND. 5/8 IRON` � Q v FND. NAIL & DISK \ \ \ 3,30, ♦�n SEWER ` ♦ & CAP LB 959 ELEVATION = ®y BLOOM'STER MANHOLE\ \ ♦ ♦ # ._ RIM ELEV.=s \ �♦ , ♦ 12.56' (NAVD OF 1988} do n v 1 ` \ ",��..�QCI '-- - - - --------� ♦ ♦ CONTRACTOR Co ° ,A 61.94' '' 121.00' "`, . % --,. , 104:95' c�L N89 5814E 322.8 0 _ J FND. 5/8 IRON 8c CAP ♦ ♦ SITE ILA. COASTAL CONSTRUCTION CONTROL LINE ♦ � \� �7 AS RECORDED IN PLAT BOOK 26, PAGE � �-� �_Y COUNTTY, PUBLIC LOR DA.EREECORDEED SEPT,CORDS OF ST. U15, COASTAL "CONSTRUCTION CONTROL ,LINE (1972 CCCL) PER 5-� 1988. WEATHERINGTON & KIRBY SURVEY, FILE NUMBER 81-205L, 67 DATED 6-30-81 (PLAT BOOK 16, PAGES 32, 32A-32G). a ONS� COASTAL CONSTRUCTION CONTROL LINE REMONS BY DATE PERMIT SETS ISSU50 DWD 07.18.14 BONDING DEPT. REVS DWD OM14 4 LOWER LEVEL REVS & 3RD LEVEL REVS 2ND&3RDLEVELREVS 2ND & 3RD LEVEL REVS 2ND & 3R6 LEVEL REVS PLUMBING REVS, LIGHTING REVS -...DWD GARAGE DOOR REVS DRIVE&WAUWAY REVS DWD DWD OWD DWD OWD DWD OWD DWD 1219M 02.08.15 02.23.15 0423.15 0423.15 o5.2615 003.15... 0B.1415 04.01.16 AN -a 5 s AIR s _9 -1 W Q Q U z WQ� H Lr) c� Ix _ �t" U 1 z 0 � FIR U i I� BASIN »� SEWER MANHOLE LO 3 WESTERLY LIMITS OF RIM ELEV.=5.47DUNE GR'ASSE VACANT U \ ^1 u r 1 p a 99 99 �_ CONCRETE EQUIPMENT PAD 93'-0" ABOVE FLOOD ELEVATION OVERALL BUILDING LENGTH 6'4" HIGH 1 SITE WALL &GATE 126.76 g e MIN. to ,+ _ = `% � -a CONCRETE EQUIPMENT PAD' n o Q 1 I� 11E i, -y �� • • t ABOVE FLOOD ELEVATION I -r l eJ . e 1 Ma JL YL WES Y LIMITS ivi OF d +M a e DUNE GRASSESmot : w. 5 8 IRON & A O �•��� o -- 9 P _ - 6 .. r a. 1083936.929' \ 959 4 � H 908187.497 \ u 1 T � - 2 CONC.H a� _ ® '4\ C G VACANT a-76 p� ® r / \ G \\\ a ENLAIR ATE PLAN 1 /77-0 -❑i� I 32" W X 12" OP FTG W/ 3e5 87M. I L — GelG51- 4'-0" 5" CONO. SLAB FOR GARAGE DOOR APi T �LLJ ® DIM F n L _ J m 8"5 SHORT WAY /4'S LONG WAY �2 -6 4"5 EACH WAY " TOP E SOT. rn� rn rn I � F so N J- 1'-3" 4'-0° 1'-3° 1'-3" V-3" FRANG15LE FOOTING 5CHEDULE 6'-6" 2-6. 51= ELEVATION AT REINFORCINCs REMARKS DOUBLE PILE CAP SINGLE PILE GAP MARK Wlp. x HT TOP of FTG. I' 0" BELOW 6RADE 5EAI I 5lii"'EDULE MARK WID. x HT-1 ELEVATION AT TOP OF G5 WINFORCINC' r3 HOOPS (TYPE T-1) REMARKS TOP I MID 15TM G51 20 x 24 4.0 FT. NAVY (4) % - (4) % • 8" T.O. G52 20 x 20 40 FT. NAVD (4) A5 - (4) S5 •R" T.O. 3 20x18 4.0FT.NAVO l4)% - W% •b"T.O. C-04 30 x 24 40 FT• NAVP b)16 - 6) 96 a 9" T.O. INDICATES lb" DIAMETER ALISsERCAST PILE W/ A CAGE 0- (b) +T VERT. W/*3 TIES r 12" O/C FULL DEPTH OF PILE. EST. LENGTH IS 28b TO 31 FT. BELOW EXST'Cs. GRADE. PILE CAPACITY SHALL BE 30 TONS Y (Dfl (SPC) F-I 24 X 12 FINAL GRADE 385 CONT 5TM STEM WALL Ill FRANGI5LE 4 4 100'-0" f 4 -0x 5 -0 8 -i 8'-1" E i 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 9 I G51 G51 G51 — — — G51 — — — — GBi — — — — GB1 — — — — G51— — — — W1 — — — — Cs51 r = I i- a 14" ® 8PG tF +O I I I I `4 5 ti .3'-0• I DPC Wc I 9 — I — CxS� — J I 1 I II'-b" \/ `� 2'-4" I5'-10" 4 -6 9 n It 0 YO CANT. —5—"8G54 ------------ L' r III M�R POOL - N No TO EASTWAD WALL ° 2 -4 L \ -m so cowl. LL�uT6. MAX PAWL TZE 45 SQ TYP h M r I i Will n ,,_4„ 3,_mx I _mom I L J a I I —I F 16 -- I— �j roar Cm _ - .1 --------- .�I I I 1141 MOM SIAD 4 L_ J � � I POOL WALL I I I N----� I I I I z Q 4'-9" II' -II" I- — — — — S'-2" I�— GBs 8" SLAB FOR TAIR r u ct iY. I LG53 _ F— jr= r - - I I POOL ABOVE POOL WALL Wl ISAP. I I I I II m `^- - - - - = POOL 8 POOL PILING EDGE BY O ERS � I F-I WIC `3152 5/12 ® _ G53— — ex , WIG I BY OTHERS I'\•II I e S51 F. 71 m CANT. G51—T. i — — — — —I 1 4NN /125 CAN GB I b' - LFT n 5'-8" 4'-4" b'-8" \ 18" in s _2° 5'-3" 5'-11" I 12'-0" �'-2" I I I 9 � 6" sLAe � Amk GB3 sx L----------�Fae— A 14'-8" 5'-10" 19'-b" ( ( I I ( I �n 14'-8" 6'-2" L_ J L_ J II � L— Gs'----'----'----'---'-------'-------XHIl— ' , ' i ERWT All -III, SET ICI I 32" W X 12" OP FTG W13d5 5TM. GROUND FLOOR TO FIRST FLOOR WALL REINF. SHALL 5E % i 16" O/C. FOUNDATION PLAN i"=1'-0" AGSTEN ENGIlN MMO Robert E. Apten , III P.E. 3000 Florida Boulevard Suite 206 D&W Beady FL 33483 (sa)M sou (MI) W-6401 fim ra4i IMa4o REVISIONS l DATE Pea•nr vwla mm MR UMR�e_ 1FM1 W-08-14 Caen Faa un�: � roman to a-u W U i WA 1 W I I r /1 V J (%i n � h•'1 Mai E i ZU Ot i [■q I H H Ln Z ININNI O F� a g3 g s g 49 s€ Is g z U,� . mi Job No.1311136 S€ lS I>E4321115 EBam S-1