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TYPE OF CONSTRUCTION: TYPE VI
CONDITIC)NED SQUARE FEET IST FLOOR: 1267 5F
CONDITIONED SQUARE FEET 2ND FLOOR: 0 5F
UNCONDITIONED SQUARE FEET: 576 SF ,
QUARE FEET: ,�..3 ar,;l,.a, , r; ,�.�, ,.� w �.� DATA: JULY 11, 2002
IMRERVIOUS 5 2551.5 5F zcn.,,�, s:t��tvt3tn�, �� ,4<t s � tsj
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fa°d.9 try "i 9�ir1
AFRROXI'MATE HEIGHT OF HIGHEST POINT OF ROOF A50VE FINISHED FLOOR: 15' � 8" �� ',�'�'M'��'� ������`�~�'`���r" `��:� �+
��..;:I, staii3 ..:.� �•.+ �� �:.1:7.'i.l,.J 1•.;'f�{
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DESIGN METHOD USED TO MEET MINIMUM LOADING REQUIREMENTS FER 'CO FDC - SEC. 1606,1.7: SIMPLE DIAPHRAM
SEED MSH M/S
DA5IC WIIND 5 , ( ) 120 MIH
WIND IM r'ORTANCE FACTOR (L): 1.0 D.1 t.
DUILDIN0 CATAGORY: II m
WIND EXFIOSURE: D �-
WIND DIRECTION: ALL �1FPFtUVEU
METHOD FOR MEETING WIND DOURNE DEDRIS PROTECTION: OPENINGS WILL DE �ROTECTE D WITH OSD 1�ER TALE i606.1.� OF 2001 FDCCI� OF AT�fVTIClcEAcN �
THE AFFLICADLE INTERNAL PRESSURE COEFFICIENT: + OR - 0.18 0e SHEET
DESIGN MIND PRE55URES PSF USED TO DESIGN COMPONENT AND CLADDING MATERIALS NOT J `2
SPECIFICALLY DESIGNED DY THE REGISTERED DESIGN FKOFESSIONAL: REFER TO ENGINEERED DRAWJINGS .
62'
TYPICAL FOUNDATION 21' 3231/2 716 12 V2
SCALE 1/2'' = 1 FOOT
2 r - - - ---• - - - _.._ ...._ - - -_... — - - �. — ..- - _.._ - - ____ —. ____ -- ____ - -. _ _ - -- __._ - - � N �
1/2"W%METER GAT OR DOL15 5TUD WALL
_ _...
SpACED A5 PER ENGINEER �S� o o Co
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5FEC5 ADVITIONAL EXP. #4 RUD5 CONT I — — — — —--- — — -- - — --- — --- — -- -- - -- -- ---- — — --- ----- -- - — --- -- -- -_•..- ---- ••-•-- ---- -- - I --
DOL15 MAY DE NEEDED PER 4"CLING SLAB V ° i
5HEAR'hALL TAI3LF- W/FIRER ME5H
PORCH TO DE ELEVATED TO 4V11-HiN4°
4E3 MAX-OR OF FINIFf IED FLOOR, TO DE POUKF 1)
COtN5ULTMONOL11THICALLY WITH FEKIMETER Q a I I I I I CV
ENGINEER \ **--Imo': THIUKEfD FOOTIPJGS AND STEEL AS �,� I I I I I 6 -"Z
11 _. KEQUIR:ED BY ENGINEER,� p . °
G MIL V.B.OVER CLEAN,WELL GOMPACTEO TREATED FILL `'� I I I I I 0 �
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20"(W)x 10'(H) #4 KOD5 VERT,ON Aft" d I I I I I I Z
CONCREI Ed U U
CENTERS AND AT CORNERS,
FOOT No p r 10 � �7
\ �_ �I IA7 _ VERT.RQP5 5KALL DE ° {
REINFC RCE D W! 4-jj l �I � I -i �.-� 100P:ED 0"INTO FOOTINGS Gz� J `, � I I I I I I W v
(z) 5RvvS r I l 1J1_I 1 iii II_._ 7 �)
-ll- �. �� •r stir uL BOTTOM AND 12"INTO 5LA132
CUNT �i_ j(([� II 1TI _ (-t ri J jjl TOP,FOR I10Rl. p � � Q �
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r�11 I� C� I IREINFORCEMENT,USE 9 ga.
III j U O HURIZ.JOINT REINFO RCEMENT
ON 16-O.C.(MAX) o
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CON'51 KUCTlON NOTES; -j
3G
COP ICKETE Z I I I
MAIN HOUSE SLAB c I I • . I¢ �
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1) ALL CAST IN PLACE CONCRETE(ExCwPT SLAG ON GRADE.) SHALL HAVE A MIN.OF 300 F51 COM1'RE551VE 5TRENGI11 � ° � I / , I I 1256 oq fir
AT 2t3 DAYS. 5LAD5 ON GRADE MAY DE CONSTRUCTED 4V/2500 P51 CONCRETE. I CAI�AGE /�} L EWER
AC PAD I6 I I l ) I L✓ — — — — — — — p
2) FOOT iNG5 5HP,L L BEAR DELCW DI5TURDED&OKGANIC SOIL APJD UPON EITHER T HE 5'JRFICIAL SOIL OR UPON I I 425 5ci ft
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95%OF STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM 515--'7)FUK A DEPTH OF AT LEA5T ON FOOT(1 ft,) DELOW 11 iE DOTTOM OF Ti 1E FOOTING. I I I o I ;�'W'ALKWA'Y-SI.GFEU FR�J11 FRONT
FOKCH. TGF OF WALKVVAY LEVEL lL U
3) DEARING MATERIAL: TFIE FOOTINGS SHOULD DEAR IN EITHEK 7-HE EXISTING FINE SANDY SOILS,WFIICH WILL REWR.E I I I I I I WITH TOP OF FROM- FORCH. N
PROFEK COMPACTION,UK IN COMPACTED 5TKVCIUKP,L FILL, THE BEARING LEVEL 5011-5,AFTER COMPACTION,SHOULD I I I _ 4' o
EXHIDIT DEN51TiES EQUAL 70,95%OF THE MODIFIED PKUCTOK MAXIMUM DKY DENSITY(ASTM D1557) b I
�v I I STEP OF ( I p U
I I TOTA2 ��AB � I P
4) RE1NFOk.CING STEEL SHALL DE ASTM A-615 GRADE CO 51EEL COMFOKMING TO ACI 301,ACI 315.ACI 316 AND CK51 I I �` I I AREA
MANUAL OF STANDARD f RACTICF-LAI-EST EDITIONS, I I I �j�j SCS ft I I 9 o –
5) ALL CONTINUOU5 VERTICAL AND HORIZONTAL RZINFOKCING STEEL IN F007INS SHALL DE LAP SPLICED A MINIMUM OF
36 DAR DIA HTERS OR 24"WFII0-1EVIrK 15 GKEATER UNLESS OTHEKWISE NOTED.
6) THE MINIMUM CONCRETE:COVER FOK FOOT-IN'GS SHALL DE in.MIN.FOR REINFORCEMENT. I I I I I I V J
FOOTINGS(TO MAIN KE:INFOKCEMENT.......................-.5 irche:5
5LAD ON GRADE-..............-..............,..............................
CENTERED
I I ( I
7) HGKlZONTAL REAM APJD FOOTING DAK5 SHALL DE DENT T-0"AROUND CCKPvERS OR CORNER DAK5 WITH Z-ol LAP
I _ _ _ _ _ _-- _ -_ _ -_ - _ _._ _ _ _. _ - _ _._._ _ _ - - _ - - ..___. _____ �.... .._ -
SHALL DE"rROVIGT D. _ _ __ _ — I — — — — —i
� I v
t3) CONTRACTGK SHALL PROVIDE 5PACEKS,CFIAiRS,BOLSTEKS,ETC,NECE55AK'Y TO SUPPORT REINFORCING STEL. �.. � � ,•� � � � _._., � .__ _ .� _._ .� — — — — — — —
r 5UFPORT 1TE,M5 WHICH DEAR UN EXP05FD CONC-KETE 5URFACE5 SHALL HAVE F-ND5 WI IICH AKE PLASMIC TIPPED UK
STAINLESS STEEL, 21'
62'
�) ALL KEIPvFOKCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED I� pb � p
CONCRETE 5TKUOTUKE5 ACI 315 LATE5T EDITION.UNLESS DETAILED OTHERWISE ON THE SMKUCTURAL DRAWING5,
41
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10} ALL CUPJCRETE WORK Sl LLL DE IN ACCUKUAPdCE 1NI7'ii"111E DU1LDiNG CODE REQ
MUIREMENT-5 FOR CONCRETE"ACI 318 1' p k3' 2'
71
LAI EDITION,AND"5PECIFICATION5 FOR STRUCTURAL CONCKETE FOR DUILDING5"AGI 5CI, �� `� p n 4 r� {
d p
Q Q DRIVEWAY 1518'-V WIDE iiNSTEAP Q
D OF 16'
MA50PvK'Y
1) CONCRET MA50NR'Y UNIT5 SHALL OE ASTM C90-75,HOLLOW LOAD-DEAR;NG CONCRETE MASONRY UNITS,TYPE 1 p p
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GKADE N-1 NORMAL WEIGHT,WITH A MIN.COMPR.E551VEE 51-KFNGHT OF 2000 PSI(f,m=1500 P5I).
2) MOKTAK SHALL CONFORM TO A57M C270 AND 5DE OF TYPE M OR S.
3) HORIZONTAL MASONRY,.XUIN15 KEINFOKMENT SHALL DE GALVANIZED TKUSS-T'YPE WITH 8"LAP AT ALL 5PLICE5 AND o
4
SPACE AT EV'EKY OTHcR DI.00K COURSE~MAX 16 in.C.C.-
PATE: JULY 11, 2002
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UNL E55 RULED OTHEKWISE DY THE 501L ENGINEEK OR CONSTKUCT;ON FKOFE55IONAL THAT 15 FAMIL:,"\R WITH THE F1'5TORY OF m U)
THE SPECIFIC CON5TKUCT!0N SITE.111E UNI'ER5!GNED ENGINEER KECOMMEIN05 THAT AT LEASTTv`!0(2)25 FT,DEEP SOIL L U
DOKING5 DE FEKFOK(AED AT THE CON5KUCTION SITE FOR THE FUKP05E OF EVALUATING THE DEEP 50IL CONDirION AND MO
50LE PLATE SHALL DE ANCHORED TO EXFAN5ION JOINT" KECE55 5LA1334' INSURE THAT THE 50IL DOE5 NOT CONTAIN POCKETS OF UNSUITABLE 501L (I.E.ORGANIC SOIL..,UNCON50LIDATED CLAY,r T C)
GA T OR FAULT —� 5LA6 W/1/2"DET
IAMER GATa'OR X 1WIDE AT THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL 5ETTLEMENT.
�. DOLTS SPACED PER 5HEET, GARAGE DOUR
INT EKIOF,THICKENED r ADDITIONAL EXP,DO0 5 MAY BE c 1- c 1 r
2 x�5ruva���_ NEEDEa PER SHEAR WALL rAeLE ON HGWEV'ER,6 FT,DEEP.,OI BORINGS SF�UULD DE PE.RF�RMED TO>raTABL X11 NE DEPTH OF 5J1L EXCAVATION AND BACKFILL.
SLAB DETAIL c lv°o.c' ENGINEE95 DETAIL r F77,
NUMBER OF DOPINGS SHALL DE RECOMMENDED DY 111E SOIL ENGINEER,
Is
A.
/ 1- e
VV !F NO DEEP SCIL DOKiAG INVE5TIGATION I5 PERFORMED(I.E,25 FT,DEE? SOIL DGKi^JG5)THEN THE Uid K51 NED EfJGI:`dEEK
F T FOLLOWING:
l A55UM 5 H
• "C- ' I I n
~ (2) #5 T UKN DOWN SLAPS DETAIL AT GAF�AGE
THE.UNDEK5IGNED(La.ENGINEER.)hA5 NO KNOWLEDGE OF ANY 5UB5UKFACE 501L CONDITION KEFORT; THU5,ALL FJOTINGa� ���
'' RODS ARE DE;�IGPdED A5 SHALLOW FOOTINGS bEARI^dG ON SOIL THAT P05`~E`�`aE:S A MAXIMUMBEARIa^JG PKt55U1?E OF wJC.O Pyr.
Ct)NrWUUUS
IF CONTRACTOR FOUND ANY DIFFERING CONDITiON5 EITHER THROUGH SOIL KEPURT GR 5011 KEMOVAL,THEN EiJGINEE� UK
JNDEKSIGNED SHALL DE NOTIFIED AND P0550LE FCO1-ING DESIGN REVI-510"v5 (LE,MAT FOUNDATION OK PILE FOUNDATION) MAY
HAVE TO DE IMPLEMENTED FKIOR TO COMMENCING VVITH FOOTINGS WOKK.
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WINDOW SCHEDULE
NUMBER QTY Er
W01 2 i�,�,�.K 50 - WH :E COLONIAL T
-- -- `"- HALLV J
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W02 6 f� �K 5D MITE COLONIAL N
I N - r}7x2i1
11- WHTE COLONIAL � o�ScURc�
— -- —
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2'5/-4 /A '516 U .7 51
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' A17�K.LE:55�DEL1C rLik�K OF � —.......—. _._ —__ 77 x 5' i
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DOOR SCHEDULE
...- N GARAGE � `� E�'11 1 1/2 2'�F 1/1
- —.
— --_.—._ 207 x t9 k / __ "h'' 02.
2868 13/4 86' 6 - NEL STEEL D � LL _�-- _ _ N�
NUM[JER QTY .�I�E THICKNESS COGS � =//:/
/��_ n —
101/2; n
D02 1 2868 1 3/4 286815 LITE FRENCH STEEL PDL BORE _ _ I 2 �' _ _.ZI
�`'7 _
i ! b1A5"ER°v ATH [— MASTER t3LRM �. ..
DU3 1 160'70 1 3/4 16070 PANELED STEEL GARAGE DOCR WIINSERTS _ _ — T ' `
s x s Y11 x,5'a N'o2 LL
D04 4 2068 13/8 6 - PANEL INTERIOR
8ED 103 c I
005 1 2068 13/8 _ 6 - PANEL INTERIOR - i'OCKGT � I 1� i I 12'3 ,a3
D06 1 2668 13IY 6 - PANEL INTERIOR - POCKET 9'„x„7 _I
P07 2 2668 13/P 6 - PANEL INTERIOR }oa �-
D08 6 - PANEL INTERIOR - POCKET l
D09 2 2868 1 3/4 6 - PANEL INTERIOR Gp°� ° °"� I -'
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D010 1 4368 6 - PANEL STEEL W/SIDELIGHT --
-- -- - , - -- - - �-- -mow
co3 �02 vl,2
10' 11' a'7 1'9 e'-)i/2 210 20 1/2
21' I 104 120 I 5''41/2 ( '2"71/2
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DATE: JULY 11, 2002
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SERVICE SIZE: 150 AMF
SYMPOL DEJc I�TIUN
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PANEL f30X � 7G
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240V RECEPTACLE �� i I 7 I
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MAP SHOWING BOUNDARf SURVEY OF
LOT 48 BLOCK AS SHOWN ON MAP OF
Vi9 uv17-
AS RECORDED IN PLAT BOOK 4f PAGES -36Zy.4 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
FOR:
NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
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NOTE: NO T,QEES To BE LOCATED, F-
JUL 2 - 1992
Duil�ing and Zoning
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HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIPLE.019 - EES THE MINIMUM LEGEND:
TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPJEit.g STRATIVE CODE
(PURSUANT TO SECTION 472 027.FLORIDA STATUTES),AND FURTHER CERTIFYt fi EN SatBtE ENCROACH
CONCRETE MONUMENT
ei • FOUND IRON
MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURV � J'.
o SET IRON - LS 1704
FLOOD CERTIFlCATE: THE LOT SHOWN HEREON IS IN FLOOD `�w` `
S.R L. BUILDING RESTRICTION LINE
ZONE TeX AS SHOWN ON THE FLOOD INSURANCE RATE CLAD Ny6,0`�01-SOC-IA INC. CENTRAL ANGLE
MAP, COMMUNITY PANEL No 12007$ #!P O DATED -/7•i9 1a�� yV ,'sJACKSOiytL 1;22201 A AMCI DISTANCE
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►C. ►OINT OF CURVATURE
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NOTE: BEARINGS SHOWN HEREON ARE 13ASED ON THE ABOVE MENTIONED PLAT.
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I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND:
TECHNICAL STANDARDS FOR LAND:PURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-O,FLA ADMINISTRATIVE CODE
(PURSUANT TO SECTION 472.027,FLORIDA STATUTES).AND FURTHER CERTIFYTHAT THEAC ARE NO VISIBLE ENCROACH- • CONCRETE MowWrcl+T
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MENTS UPON THE SUBJECT PROPEPITY EXCEPT AS SHOWN ON THIS SURVEY. 0 -
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FLOOD CERT IFICASES THE LOF SHOWN HEREON IS IN FLOOD s.R.l, NUILOU+a RESTRICTION uwe .
ZONE "1C N AS SHOWN ON THE FL�OO/DD INSURANCE RATE CLARSON AND ASSOCIATES, INC. 11 CENTRALCENTRAL1M0"
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UAP, COMMUNITY PANEL NO 12007.9•_ �Sr. DATED I•17-OP 1943 KUMO AVE.JACKSONVUl!+FLA 1220? N RADAIS
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