588 Plaza extend roof and gables SEA-
GENERAL NOTES
7�-+� �.�v��� 1. DESIGN LIVE LOADS Fi� County Wind Speed Zones
ROOF 20 PP S&F MAN,q,L
X � �,� RGA. � 2. FLORIDA BUILDING CODE 2007 RESIDENTIAL ,Km
THIS BUILDING IS LOCATED IN THE WIND BORNE DEARIS REGION
BASK WIND SPEED 120 4
WIND IMPORTANCE FACTOR 1
BUILDING CATEGORY TYPE- II
{ ..
n.
WIND EXPOSURE B ..zrMs dwss�atd
COMPONENTS/CLADDING PRESSURE CP.S.FJ N/A '
INTERNAL PRESSURE COEFFICIENT £,�w{ >
I �c0 C O LA_A.
OPEN lA yap
�'O+ PARTIALLY ENCLOSED N/A
ENCLOSED N/A
3. MATERIALS s�xrt�xsg
ROOFING
ROOF UNDERLAYMENT AST
hh 4869 TYPE 1
ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26 %AUGE
ROOF SHINGLES AST* D3462 & ASTM D3161 TYP -1 �
WINJb :.
RESISTANCE MODIFIED TO 110
ASTIA CLASS-A FIRE RESANCE RATING
{ Q� , SHINGLE NAILING (4 NAILS PER SHINGLE) PER MANUFACTURERS SPECIFICATIO
. X,i Q,a � CONCRETE - 3,000 PSI $. .-
�`t� Z q REINFORCED BARS AST
A615, A305, GRADE 40
STRUCTURAL TIMBER - PINE SOUTHERN PINE GRADE MARKED 402 jt
der Od O, ?' (% / MEDI4UM GRAIN, SURFACED DRY,
ee MDI-'StURE CONTENT 19% Max.
TIMBER CONNECTIONS, AS
7771771
S§HOWN ON PLAN OR EQUAL
SIM
ON CO. STRONG TIE CONN CTIONS I aturri #N,x t,
OR2UAL. USE MANUFACTURER'S s { {y #Y Cr
RE
C MENDED GALV, NAILS. tt
IrAj/ �1 L A.� S� - W� BOLTS ASTM} A-325 1
,i .,.
1 :.tF
A 4, FOOTING P!"•�'"'�1 �{Z.(,��,� (p D, �. SHALL
G DE THS SHOWN REPRESENT THE MINIMUM DEPTi'H TO WHICH FOOTINGS
w S LL BE CARRIED. FOOTINGS SHALL BE LOWERED AS (REQUIRED TO OBTAIN
SUITABLE BEARING, ALL UNSUITABLE FOUNDATION MAT
RISHALL A INDICATES PROJECT LOCATION
REMOVED
MI � s
1 �'�'� �� WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH EA MINIMUM BEARING :.._.7 ,::,, h ,:•t�
CAPACITY OF .2,500 P.S.F. UNLESS OTHERWISE SHOWN
41R INDICATED.
5, NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ARIL FOOTING WORK HAS BEEN
COORDINATED WITH UNDERGROUND UTILITIES. FOOTINGS; SHALL BE LOWERED , i
WHERE REQUIRED TO AVOID UTILITIES.
6. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN
ACCORDANCE WITH ACI 315 OR LATEST EDITION UNLESS, OTHERWISE SHOWN, nft ftuprW Reamid Cwd
7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELE
VATIONSi
, ETC. NECESSARY
FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THrE NEW PORTIONS OF THE Duval County 2005 REQUESTED BY: Z ZIPPERER RUN 10001`2005 06:38 AM 170 CD 0210
STRUCTURE TO THE EXISTING STRUCTURE, THE CONTRACC�OR SHALL VERIFY ALL 35-64 17-25-29E 588 PL, RAMON B 588AP-9417- PAS£ 1 ^F ?
MEASUREMENTS NECESSARY FOR PROPER FABRICATION SFAS PRAY ssa PLAZA EA Sas PLAZA
/ J /r ` 1 L L ( AND ERECTION Of ALL LOT S BLK 1 ATLANTIC BEACH, FL 32233 4'-23 ATLANTIC BEACH 322?3
a../�...� ��f/ 11 i STRUCTURAL MEMBERS. NENITA A aiR ax 5530-401
LAND VALUE f6,'50
8. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJAi TO THE EXISTING STYLE 01 BLDG NO. 001 - 20---------------21------- --'- --15-- --+ MIS VALUE 274
STRUCTURE. THE CONTRACTOR SHALL BECOME FAMILIAR• hJITH EXISTING Bldg Use : 0101 SFR 1 STORY SOB I = I BLDG FL JE
" - CONDITIONS. DURING THE PROCESS OF CONSTRUCTION. Ex-wall CAMA A 'E 168,324
SHALL BE THE . 17 5 CO :SON BR '25
Ex-Walt 2: .925 CAS'w�. Mass A
CONTRACTORS RESPONSIBILITY TO MAINTAIN THE INTEjTY OF THE EXISTING cor440N BRx zsa 1 1 AA --. gr - ppr
STRUCTURE WHERE THE EXISTING STRUCTURE IS TO �r� Roof str 03 GABLE OR HIP 1 EXEMPT VAI 3, G2
NEW �Tt�T - AN T T F MODIFIED TO ACCOMMODATE Roof Cor : 03 ASPH/COMP SHNGL z4 EXEMPT VA
ION D O PROTECT ROM DAMAGE T SE P[BtTIONs OF THE 602
KIC�Hof 6 Ll
EXISTING STATURE WHICH ARE Ill REMAIN. In Wail csoG DRY I A^T,39c, 26 TAxAsl coa
in Wal
� is OG5�� interior
ASPHALTNall 2 T_ BASf11381 J T SR FX vAv
_ ....- ...__-.-_, _ . Flz - c TILE25a 3"3 SR ,.nXABi,E NJA
' ... .d✓ __ ... Heat Fuel: G4 ELECTRIC I -- -- .------. I PROP USE GI JO
Flr Cvr 2: 7.415 CARPETING75€ I - i APPRAISER e'14S20040420
..
I DATA DJH19`_+ 060
Heat Type: 04 FORCED AIR DUCT I 7
,,.. Air Cond U3 CENTRAL AIR 1 ? ----15-.---- Tax Oise JSD:i
bathrooms: 002,0 2.0 BATHS NBHU 941601.00
Bedrooms 03 03 BEDROOMS ---------22---- - -. L !.- 8T55 Mr 1.00
Stories : 001.0 1 EXEMP iS
Quality : 03 AVERAGE �j � 9601 ;ENER.C_ H0M..E_^EAD
Hrs Spen 00 �Fi YvQI�
- _ Minutes 00
Rm8/Units: 0000 SAS(U33R20R21ADT(R15D26LISU26?D24Ll4UOPiD03Ru4UO3LO4)D
Act x: Act Yr Mo/Dy:
t: 00011�2 07L22D'Z!,
EFF AREA 1,452
Yr bt 19a? S4 7 R.A E
Dep F 96
nepr Tab 12 POTNx-�, i
FunC Ob 1: 00 IN r 265
Econ Obst: 00= AREA GR AREA PCT AS AREA RCN RCIJLC� ,r fR _ .
Sti
ObsrvCond: NJA BAS 1138 100 113a F, '9415 OBs%L
OSsry ,: 000 ADT 390 80 3 2 _7L32 2177-3 B:=.cr.TN3
iJOP 1220 < _74 YAG
in,v DA T S SALF PRC
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05,09 ,21 its- .__._ NV
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PROPERTY NOTES Deed ;rpe: WDLB
PERMIT NO LATE AAtOt?NT
. - -
INV 89 MISC MiC Ji9y9 'sGG
,. .. .. ;";.. 000009951 BLDG 081988 14275
_ - - "t 000004963 BLDG 031982 47585
� REC BLDG CODE DESC LENGTH- WIDTH UNITS ADJ PRICE EYB DT PCT A'D iUST:Vii `:ALUs
G ,
1 .000 SVL2 Open Patio .00 .00 1.00 20 00 0,000 NS .00 200
2- 001 PVCP Paving Concrete, A00 .Qli fl0.00 4.6:0 1962 F3 aC .OG 74
�zf
e ?r orf' ACfiES PRICE AJ REASOf+ MA:;CPRO*'Ei, rAi'r.
r7 1 .. REC" LUSE.,.DESC: ZONING FRONTAGE DEPTH J-TITS
eeli. 0101 - SFR F ARS-2 "+5.00 100.00 75.00 F '
1G?0.0{1 DP actO,JO
J�t.. r i:ANG .UTAS. 56'51i
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