00-0338 8AC8°ARTIWCNY Ol}° CNV�i80N6ML°NTi�I-R�°ROIDRC@Si NYA9VI�dC111tlLN'1P `Z"` Z`-
3 SW
C A ' V Old � (a *Tamer Name: VC,
Location:._����
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Permittee Name: --Tide: LLUfirr _
Business Mail Address: 7)-r
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City:_.
Zip Code: ��1
Polio Number:_O_o32 — 60000—062-21 CO Process .J�ANdavit (Y/N): •• •••
. . . .... .. .
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G ••
New Construction(check): Expected Date of Completion:
No Grease Interceptor(check): New Installation: Completion Date: '..'.: ......
# of(a ..
rease-lnterceptor(s): Size(s): �i�U . ” (( Ilons) •.
Automatic Grease Recovery Unit (Check) -Model: Cap®citx (GPM)
. .... ......
Please attach a check in the amount of****$100.00 made payable to "Aliarni-Dade C'ouiity."Tii;F. •4amoun:i.�k s5 d or+
the fee schedule approved by the Board of County Commissioners. : : .... .....
.... .... . .
The undersigned owner or authorized representative of: <. ,a ` s ' 41 ' is fully aware Iiat°'
the statements made in this application for an op bermit are true, correct, and complete.
Fuilhormore, the undersigned agrees to maintain and operate the pollution source and pollution control
facilities in such a manner as to comply with the provisions of Chapter 24, Miami-Dace County Cone, and
all the rules and regu ations of the department and also understands that a perr,-J'k, if granted by Ahe
department, will be nor-transferrable and will notify the department upon sale, change of location, or legal
transfer of the permitted fapi�,Y
Signature,.Owner or Autt!p ked Person i Typed Name )
Subscribed & sv.;grn to�nd ubscribed before me this -,� I _day of����'r /"c
. � lec,FF1C
Personally known �or pr ucder gt!� DL#:
✓ NOTARY sTE OF FLOR illA
�v'otary Signature b
i'V 1S N EXP.APR.16 001
'f ~lt i.1gncd by a Contractor or R presentatiijve,please check here:
Compau Name: Tele hone: ___
.
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BY HAND-DELIVERY
The City of South Miami
6130 Sunset Drive
South Miami, Florida 33143
Re: Property located at 7221 Southwest 58th Avenue, South Miami, Florida
Dear Sir or Madam:
w The undersigned agrees to indemnify and hold harmless the City of South Miami against
any and all liability specifically stemming from the plumbing work to be performed at the
property referenced above as it relates to WASA's approval and consent to the plumbing
form.
If you should need g further,please do not hesitate to contact me.
Sincerely,
S�
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03/31/2000 MIAMI-DADS FIRE RESCUE DEPARTMENT
. FIRE PREVENTION DIVISION
L.a
RECEIPT
RECEIPT NUMBER: 8588 REGISTER FER2
COMMENTS
7221 SW 58 AVE
Application # Fee Description Payment type _ AMOUN i
00325 00000 00221 Minor Plan Revision Check 404 W)
TOTAL PAIDSI),(;(s
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'? � 'P7 LF 1*03129;200 MIA � PI-RE'RESCUE DEPARTMENT
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T:FIRE PREVENTION D!Vg fV
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RECEIPT,
`RF Ck:IPT
a' lV REGISTER: FER1 UMBER: 7343, •i {: •'
—
t
COMMENTS,
` '221 8W'58',NAVE;
i� Application#l' Fee Descr ption ' Payment type _ APdIUUN k'
00325;00000 0022.1..F,Minx_Review.fee;(Alteration s) ,:Chec+r 1374 $75 of)
xl
TOTAL. PAID S715.t4tt
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BILL GIVENS & ASSOCIATES, INC. Sh / of (�
Consulting Engineers
7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477
PROJECT NO: 00-240 FOR: Fathi Architects, Inc.
PROJECT NAME: Bougainvillea's Old Florida Tavern DATE: 5/12/00
DESCRIPTION : Bougainvillea' s Roof Components
*** DESIGN WIND LOADS - ASCE 7-93 ***
*** COMPONENTS AND CLADDING ***
BUILDINGS
WIND VELOCITY = 110 MPH / _
. EXPOSURE CATEGORY = C i�0
BUILDING CATEGORY = 1 l
IMPORTANCE FACTOR = 1 . 05 61 1� l
STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE / 1
ROOF SLOPE = 6 . 00 : 12 (26 . 56 DEG) 7
TRIBUTARY AREA = 65 . 0 FT2
MEAN ROOF HEIGHT = 13 . 0 FT Kh = 0 . 801 qh = 27 . 4 PSF
DISTANCE, Z = 13 . 0 FT Kz = 0 . 801 qz = 27 .4 PSF
ROOF WIND LOADS
ROOF AREA
1 2 3
GCp (+) 0 . 000 0 . 000 0 . 000
GCp (-) -1 . 137 -2 . 187 -2 . 187
PRESSURE (PSF) 6 . 8 6 . 8 608 '
VERT. COMP . 6 . 1 6 . 1 6 . 20 •0000••••• .•0000
HORI Z . COMP. 3 . 1 3 . 1 3 *1 • •••
0 . • . . •
• •• 0000
SUCTION (PSF) -37 . 9 -66 . 7 -66 :7•• 7 0 0
VERT. COMP . -33 . 9 -59 . 6 -59 .6
HORIZ . COMP. -17 . 0 -29 . 8 -29 .x.. 0000 •0••:'
• •• 0000..
0000 .0000.
a a a a •••••• •
• 0000
• 0000 0000.
P = qh (GCp) - qh (GCpir..' •
GCpi = ± 0 . 25 •
0000.
2 1 2 2 1 2 BUILDING WIDTH = 31 . 0 FT
CORNER DISTANCE, A = 3 . 1 FT
3 3 131
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BILL GIVENS & ASSOCIATES, INC. Sh 2 of
Consulting Engineers
7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477
PROJECT NO: 00-240 FOR: Fathi Architects, Inc.
PROJECT NAME: Bougainvillea's Old Florida Tavern DATE: 5/12/00
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• BILL GIVENS & ASSOCIATES, INC. Sh 3 of
Consulting Engineers
7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477
PROJECT NO: 00-240 FOR: Fathi Architects Inc.
PROJECT NAME: Bougainvillea's Old Florida Tavern DATE: 5/12/00
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BILL GIVENS & ASSOCIATES, INC. Sh�L of(�
Nrp
Cotiquffing -Engineers
r`•... 7505 S,W- 113 Street, Miami, FL 33157 Tel:(305)233-9477 F X:(305)233-9477
PhOACT NO: 00-240 FOR: Fat hl Architects. Inc. _
PI'OJEC NAME; goggainvillea'� Old Florida Tavern
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BILL GIVENS & ASSOCIATES, INC. Sh 5-of G
Consulting Engineers
• 7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477
PROJECT NO: 00-240 FOR: Fathi Architects, Inc.
PROJECT NAME: Bougainvillea's Old Florida Tavern DATE: 5/12/00
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BILL GIVENS & ASSOCIATES, INC. Sh w of
Consulting Engineers
7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477
PROJECT NO: 00-240 FOR: Fathi Architects, Inc.
PROJECT NAME: Bougainvillea's Old Florida Tavern DATE: 5/12/00
1 Existing roof rafters 19'-8" span
2 Existing roof rafters 11'-8" span
3 Existing ceiling joists 19'-8" span
4 Existing double 2 x 4 top plate
5 Existing ceiling joists 11'-8" span
6 Existing continuous grade beam and footing
7 New 4 x 4 no. 2 Southern Pine column
8 New double 2 x 6 no. 2 Southern Pine beam
(nail together with 10d on 4" centers - staggered) •
9 New double 2 x 12 no. 2 Dense or no. 1 Southern Pine lie" .••••. •• •
(nail together with 10d on 4" centers - staggered) •• ••'•
10 Semco Rafter Tie RTPGA14 with 5-10d ea. end — 825# Capacity •
DCA 98-1016.04 exp. 2/01/02 •• •
•..• •
11 Semco Joist Support BMP26D with 14-10d beam, 6-10el joist '..'
1450# capacity, DCA 98-1016.05 exp.2/01/02
12 Semco Joist Support UHPGA24 with 4-10d beam, 2-10d oigt ••
1710# capacity, DCA 98-1016.01 exp. 1/11/02
•••• •
13 Two Semco Rafter Ties RTPGA24 each with 11-10d in column, •
4-10 in top plate, 7-10d in beam, -1235# capacity
DCA 98-1016.04 exp. 2/01/02
14 Semco Heavy Duty Post Anchor ABP44 with '/:" threaded rod
i ASTM A572 Gr. 50 anchored in grade beam in 5/8" x 6" hole with
y Rawl Power-Fast® epoxy and 12-16d nails in column
' Capacity —2315# DCA 98-1016.03 exp. 1/11/02
15 Existing wall
'WOOFFICIAL RECEIPT No.- 2850412
E MIAMI-DADE COUNTY-FLORIDA
RECEIVED FROM I�S '/4 U1'S +yl o / � ' V i DATE v� / -3 ) /
MONTH DAY YEAR
ADDRESS n L-j y CASH $
STREET ADDRESS
�A-M I CHECKS $ `� W
CITY STATE ZIP
C1y uJ
AMOUNT OF: I V O DOLLARS, AND 1 4A,CENTS/t�TOTAL $ t V
FOR PAYMENT OF: C� v — Ll j y� 1
THIS RECEIPT NOT VALID UNLESS DATED, COMPLETED-AND SIGNE BY AUTHORIZED EMPLOYEE O7-"DPPA.RTMENT.
DEPT.: �_ __ BY:
FOR OFFICE USE ONLY
I
TRANS SUBSIDIARY INDEX CODE SUBOBJECT AMOUNT
10701-1 5/98
FIRE DEPT. COMMENTS-SLG
APPLICATION # 00325-00000-00221
U 1. IF THE OCCUPANCY CLASSIFICATION IS CHANGED, FROM BUSSINESS
TO ASSEMBLY, THE OCCUPANCY SHALL COMPLY WITH THE
REQUIREMENTS
FOR NEW ASSEMBLY OCCUPANCY
6,,,,2.-PROVIDE SEATING PLAN WITH OCCUPANT LOAD, 1 PERSON PER 15 NET
SQUARE FEET IN AREA WITHOUT SEATING NFPA 101 8-1.7.1(b)
3 IDENTIFY ALL ROOMS ON FLOOR PLAN
,FRONT DOOR SHALL SWING WITH EGRESS IF OCCUPANT LOAD MORE
THAN 50 NFPA 101 5-2.1.4.1
C--'5. SHOW CHANGE OF ELEVATION AT EXITS, NOT TO EXCEED 1/2 INCH
NFPA 101 5-2.1.3.3