Beach Ave 2025 (1992-11-30)-1 ),Oq
A PPROVED
CiTY OF ,*,TLANTIC BEACill
FICE
BUILDING OF
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BY,
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MC 1991 ED
AUG 18 1994
J?�L-
001756
�""'01�" 16 PARTMIENTOPSUILDINO
CITY Pf AT
LANTIC BEACH
'A TOM LOCATI
ON' INFORMATION -- ----
STREET
Addressi- Aflo 0ELieveDERE,
AT IC
LA T 89ACH 32233
RE
LWAL DESCRIPTION ------
elm
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"raig Ali ACE WITH SHADE TREES IN
frwa X% FRONT
p ',p"'
v PPLICATION FEES,
to, Nf, "k --1-
T104 A
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$00 O1D
PERMIT
GOCA
E STREET
A 0.4*50 IMPACT FEE
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F Fv
w
-H. R. S.
RADON, GAS
A T RADON GAs
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ATEft TAP
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RE,-INSPECT FEE 00
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NOTES:-
.140TIC� ALt.CONICAETE,FOOMS AND FOOTINGS MUST BE tISISPECTED]BEFORE POURING
PERMIT VOID SIX MONTHS A
FTER DATE OF ISSUE
BUILDING,MATERIAL,RuBBI-SH,AN0�OEBRIS FROM THIS WORK MUST NOT BE PLACED I N PUBLIG SPACE,AND'MUST BE
OLEARED QPAND HAUL5DAWAY,BY,EITH,'P-R CONTRACTOR ORLOWNER,
"FAILURE T -'p.L :WITH',,THE MECHANICS' LLIEN' LAW CAN�'RESULT IN
O 'Colm
�IP
THE R0PE#1*0*0t!R AYING TWICE FOAS IL ING
D
' 'Ah,
' ED,PLANS WHICH ARE PART OF THIS PERMIT AN SUBJECT TO REVOCATION FOR
ACCORDING.T0,A0PAQV
CA$LE.�,PAOV(SION$Or LAW.
'PE BUI
DEPAR
ATLANTI( LDIN TMENT
� -CITY OF ATLANTIC BEACH, FLORIDA
Approwd by APPLICATION FOR ELECTRICAL PERMIT
F_
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 lox/
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
Ilk
ELECTRICAL FIRM: MA ELECTRIC16N SIG URE JOURNEYMAN
NAME Bit, ivzd icy ____�DDR ESS: & kZe ALI,�j Z41fe' RFD_13OX_
BLDG.SIZE BETWEEN:
RES.( A/ APT.( COMM.( PUBLIC INDUS. NEW( OLD C_� REW.
ADDITION TRAILER ( TEMP.t SIGNS ( SO. FT.
SERVICE: NEW( INCREASE ( REPAIR FEE
CONDUCTOR SIZE AMPS COPPER ( ALUM.t I
SWITCH OR BREAKER AMPS PH w ____�LQ_Ll RACEWAY
I AMPS PH j w , YQVOLT fj�& _RACEWAY
EXIV.SERV
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED TOTAL
TOTAL
RECE 0.30 AMPS- CONCEALED 31.100 AMPS,
SWITCHES
INC
-----------
FLUORESCENT&M.V-
F(.XEQ 0.100 AMPS. ovER BELL TRANSF, ------
APPLIANCES H.P.RATING Vi.p.RATING
AIR AMPS �CEIL HEf
CONDITIONING COMP.MOTOR OTHER MOTORS
0-1
MOTORS H.P. VOLTAGE pHs NO.
mjSd_E_LL -------
PSF�
DEPARTtAgNT OF BUILDINQ
CITY OF ATLANTIC BEAdH
L
---- PERMIT" INFORMATION ------ -------- LOCATION INFORMATION ---------
Nutub0r*, 9,11,6 kddress : 160 BELVEDERE STREET
t �Typm��- LP.M* RICAL
. ��T ATLANTIC BEACH, FLORIDA 32233
..T,.00_t,0 , of Work: ALTERATION, --------- LZG&L DESCRIPTION -------
Type, �WOOD FRAME
B I or-k Section:
'Proposed Use: SINGLE FAMILY Township: RNG, 0
Dvlel I ing�s I Code: 0 5ubdivision: ATLANTIC BEACH
'Estimated Value: 00
Improv. Cost:
:Total F
$16, 20
Amoun,
_9F*P, NbLpt
4
4-- APPLICATION FEES -----
TION 7 4"! ae_
PERMIT 'Ra"'Aw$16 .20
Addr"ess: 'IMPACT PEE 40 .00
PLOR
W EN
P
Ph T
Ph 6
RADON ,GAS-H.R.S . $0.00
ORM471CM ------- RADON CAB 514 $0 .00
jW Y , C COMP
L
CAPITAL �-IMPROVE.
_�24 r
AVE. RTH SEWER TAP $0.00
JAX. ��,IPL. 32250 CROSS CONNECTION sQ,,00
Type: , 0 SEC H IMPACT FEE 60 .00,
Ll
0
t U
SCHARGE/ATL.
BCH.
NOTE�-
NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILOING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
AlfFAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
Ifft, PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
I,SSU91), ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
VIOLATION OPAPPLICA(BLE PROVISIONS OF LAW,
ATILANTIC BEACH BUILDING DE RTM T
WOOD-CHAPTER 3
303.3 MONOLITHIC SLAB-ON-GRADE FOUNDATIONS.
303.3.1 Concrete slabs and footings shall be poured as a monolithic unit. The minimurn size and
reinforcing requirements for exterior footings for uplift resistance shall be as shown in Table 303D. Tt)e
outer bar of foundation reinforcing shall be continuous around corners using corner bars or by bending
the bar. Minimum bar lap shall be 25 inches,
TABLE 303D
MINIMUM MONOLITHIC FOOTING SIZE- 1 & 2 STORY
W Reinforcing
El sffto(Y208 124 2 - #5
2 Story 206 1 160 1 2 - #5
1. ThItkno"of fo"nq Includoe thickness of slob.
303.3.2 Wall Anchorage: The exterior walls shall be anchored to the foundation using 1/2 inch standard
anchor bolts with 2x2xi/8-inch washers. The bolts shall have minimum 6-inch embedment into the
foundations and be located In the corners and at the following spacings:
1. 90 mph: 24'
2. 100 mph: 21"
3. 110 mph: 180
EXCEPTION: If uplift connectors are continuous from the exterior wall Into the footing, 112 inch bolts
with standard washers are required only at the corners and at 6 ft on center.
303-3.3 Hokkkywn Connectors for shearwalls are required in addition to the anchorage required in
303-12. The size of the holddown connectors shall be in accordance with 305.7 and shall be installed
in accordance with the recommendations of the manufacturer. See Figures 305R1-4 and 305T1-5.
303.3.4 interior Footings under slabs shall be the width, W, of the exterior footings and the thickness, T,
shall be a minimum of one half the width, W. See Figure 303F.
SKS #10j!0 W.W.F.
DOUBU 0 EDO[ 3 1/2" MIN tics #10/10 W.W.F.
1/2" MIN
----------
LiTrrLu T
T 1/2 W W
0 0— 31, MIN.
COVER
W
FIGURE 303E FIGURE 303F
MONOLITHIC EXTEPJOR FOOTING MONOLITHIC INTERIOR FOOTING
1993 SBCCI Standard for Hurricane Resistant Residential ConstructionO 69
r,IAUt:tM LtbUUNI, P.E.
(904) 241-5351
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----------
square tube (continued)/structural shapes
TABLE 32 Section Properties
Outside
Width
SQUARE TU13E and
Do
,n�lh I%kknus Area It S r
(Contd.)t in. in., WiM, In.' in., In.
1.125 0.035 O.IS20 0,1788 0.0303 00538 04465
0,049 0.2100 0-2:70 0.0408 00725 04407
0�0511 0.2469 0.2 04 0.0471 0,0817 04367
0.065 0.2751 0.3235 00318 0.0930 04339
0.0113 0.3453 0.4061 0.0630 0.1120 0,4266
0.095 0.3908 0.4596 0,0698 0.1241 0.4225
0.120 0.4818 0-56116 0.0324 0.1465 0.4135
1.250 0.035 0.1708 0.2009 0.0419 0.0670 0.4954
0.049 - 0.233S 0.2769 0.0566 0.0906 0,4904
0.058 0.2766 0,325.1 00636 0.1050 0.4869
0.065 0.1091 0.3633 0.0723 0.1157 041137
0,083 0.3877 0.4559 0�088.1 0.1411 04172
0.095 0.4388 0.5160 0.0982 0.1371 0.4713
0.120 0.3425 0.6.190 0.1167 0.1867 0,4638
1.375 0,035 0.187S '0.2205 0.0562 0.0817 0.5476
0.049 0.2594 0.3051 0.0763 0.1110 0.5423
0.058 0.3056 0.3594 0.0883 0.1287 0.5391
0.065 0.3407 0.4007 0.0977 0.1421 0.5357
t Areas and section properties 0.08.1 0.4282 0.5036 0,1199 0 1744 05291
listed are based on nominal 0095 0.4858 0.3713 0.1336 0.1943 0 3244
dimensions. Weights per foot 0,120 0.6027 ,0.7099.- 0,1696 0.2467 0.5308
are based on nominal climen- 1.500 0.033 0.2051 02412 o.0734 0.009 0.5981
sions and a density of 0.098 0.049 0.2839 0.3339 0.0999 0 1332 0 593'Z
pounds per cubic inch, the den 0.058 0.3346 0.3935 0.1162 0.1549 0 5892
sity of alloy 6061. See ALUMI: 0.065 0.3731 0,4389 0.1283 0.1711 0.5863
NUM STANDARDS AND 0.083 0,4710 0.35.19 0.1580 0.2107, 0 5791
DATA for applicable tolerances. 0.095 0,5337 0.6276 0.1865 0,2486 0.5911
0.120 0,6632 0.7799 0.2119 0.2825 0.5652
1.750 0.049 0.3314 01921 1) 16N 0 18*19 (16957
0.058 0.3926 0.4617 (YIK75 02141 U 6911
0.05 0,4381 0.5132 0 207h o.2172 0 6 9 82
0.011.1 0.5537 0.65 12 0 236h 02935 0 6$12
0.093 0.62114 0.7390 0.2883 0.1291 06774
0.120 0.7821 0.9197 0.3487 0 M2 0.6678
01136 0.9947 1.1698 0.4252 0.4859 0.6536
-2- -0-3-824--0-4497--0-.-24--2-7 0 242 7 0'7*-
0.058 0.4506 0.5299 0.2834 02834 13 7931
0,065 0.5031 0.5916 0.3143 0.3143 01906
0.08) 0.6365 0.7485 0.3905 0 3905 0 7U5
0.095 0.7239 0,8513 0.4189 0.4389 07786
0.120 0.9024 1.0612 0,5337 0.5337 0.7688
0.156 1.1507 1.3532 0.6568 06568 0.7556
2.250 -i�6W9 ---0.4314 0-3485 0.3097 0.8989
0.058 0.50116 0.5981 0.4075 0.3622 0.8967
0.065 0.5681 0.6681 0.4524 0.4021 0.8931
0.083 0.7195 0.8461 0.56.19 0.5012 0.8854
0.095 0.8189 0.9630 0.6351 0.5645 0.8811
0.120 1.0224 1.2023 0.7755 0689% 08710
0.136 1.3067 1.5367 0.9602 0 H535 0 85,12
09970
2.500 0.058 0.5666 0.666.1 0.5614 0450,
0.065 0.6331 0.7446 06261 0 SOO 0.9935
0.083 0.8025 0.9437 0.7823 0.6258 09898
0.095 0.9139 1,0747 0.8924 0.7059 0,9845
0.120 1.1424 1.3435 1.081.1 0.8650 0.9737
0.156 1.4627 1.7201 1.345� 1.0762 09586
0.188 1.7396 2.0446 1.5592 1.2473 09466
0.6246 ...0.714�5 (1,5499 1 0992
2 50 6-6-i 0 7.147
0.063 0.69H 1 0.112 10 0 x 191 06104 1 0965
0.08.1 (YRA55 1.0413 1.0507 it 764! 1 0892
0.095 1.00119 1.186.4 1.1 mix 0 ms I I I OS44
0,120 1.2624 1.4846 1.4581 1.11605 1.0747
0,156 1.6187 1.9036 1.8208 1.3242 1,0606
0.188 1.9267 2.2658 2.1190 1 5411 1 0487
3.000 0-065 0.7631 0.8974 1.0962 0.7108 1,1992
0.093 0,96AS 1.1390 1.1746 09164 1.1918
0.095 1.1019 1,2982 1 550 1 OA2 1 1870
0.120 1.3921 1.6256 .1 9144 1 2"62 1 1751
0.156 1.7746 2.0869 2 1996 1 599" 1 1620
0 IAN 2.1146 2.4068 2 7991 1 80;62 1 1492
0.219 2.4362 2.8650 1 1597 2.1064 1.1376
47
fiber reinforced concrete is not recommended.
It is my opinion that the discrepancies outlined above be
explained to the applicant for clarification. Also, I suggest that
you request from him to provide with signed and sealed drawings
prepared by his engineer, Mr. Lawrence 1. Bennett.
if yo have any questions or is I can be of any further
7 as is "ne please let me know.
i n r y.
N.G. bo
cc: File