00-0508 METROPOLITAN DADE COUNTY, FLORIDA Nook
M®ADE OO- SOS
Dom
EMMOMMENTAL RESOURCES YM1A00ME)IT
PLAN REVIEW SECTION
F�MRONVIENTAL REVIEW OF DRAINAGE SYSTEM 111 KY's•1STSTFAET
SUITE 1010
- �+.Ft�on:a►ast�-tom
Date / � ' 0
Project N e � Ul�"F' I �
Location V;��
Section--X.5—Township, Range--J,.-U— Tentative Plat "
V
Location within C.O.I Trees
Basin
Review for Compliance with Dade County Aquifer Protection Requirements.
Provide Oil and Grease Interceptors at all Catch Basins preceding French Drains,
as per attached standard details.
Provide OR and Grease Interceptors at Structure No.:
.. . .... ....
All French Drains to have invert of perforated pipe and mdnimum el&Won of:
Oct. ground water level of 3 -'0 NGVD or higher.;•• ; so•' ""
. .
Review for compliance with Section 24.12.1 of Metropolitan Dade County Code:••••
O
COMMENTS: •
. •••• ......
1. French Drains shall be as per SD1.1 •••••• 0000
•
2. Catch Basin shall be as per SD2.6 with Oil & Grease lnte;qqRtors(bvMe) •• •••
preceding all French Drains. ..:..'
3. Property line must be graded to avoid runoff into adjacent property. •
4. This review is for Stormwater Quality only; Stormwater Quantity to be
reviewed by Public Works Department.
Outside C.O.I.
I. Design for compliance with D.C.Aquifer Protection Requirements.
2. Commercial/Industrial & Residential with Parking Area,provide Pollution
Retardent Structures at all Catch Basins.
Inside C.O.I
Design for compliance with Dade County Code Chapter 24.12
DCFC "5
Reviewed by IV1�0. �� WT-13-1 •O
DERM Number: 600609
pEPnrzrMFNr OF wnadw,ENrx RE90URCESµgpWl�EMENr
Miami-Dade County
PLAN REVIEW SECTION FEES: D016 D015-1. D069-1
111 N.W. 1 st Street Suite 1010
Miami,Florida 33128
Municipality Review Sheet
Date: _07-24-2000 Sec: Twn: Rge:
Project Description: ALTERAHONS/ADDITIONS FROMS.F.R: TO OFFICES
Project Address: _ 6333 SUNSET DR
Municipality: SOUTHMIAMI
The proposed project has been reviewed by this office and DISAPPROVED for the following reasons: (Only
,t
checked items required).
❑ 1. Pursuant to the moratorium imposed by the Environmental Protection Agency(E.P.A.) on Miami
Dade County, any project which would increase discharges to the sanitary sewer system from the
aforementioned facilities is not approvable without an allocation letter. Allocations, when
allowable, can be obtained from the DERM Wastewater Section located at 33 S.W. 2nd Avenue,
1 st Floor, Miami. Phone Number(305)372-6899.
2. Provided a Water and Sewer Verification Form from_WASD FOR INCREASE 201 G.P.D.
❑ 3. A Resolution Letter is required from the Miami-Dade Water and Sewer Department(111 N.W. 1 st
Street, 10th Floor, ?*MWASD New Business Section, Phone Number(305)375-2236)
4. Air Section Approved: AFFIDAVIT SUBMITTED FOR RENOVATIONSIADDITIONAPROX
6000 SO FT
❑ 5. Industrial Facilities Approval Required:
❑ 6. Storage Tank Section Approval Required (33 S.W. 2nd Ave, 7th Floor).
❑ 7 Paving and Drainage Approved- AS STATED ONPLANS
8. _LOT SIZE 36057 SO FT WATER USAGE AS PER P S E 970 G.P.D. .82 ACRE X 970 = 803
G P D PER ACRE WELL WITHIN REQUIREMENTS _
9. 5A COVENANT REQUIRED
❑ 10.
W/SEPTIC NO COI OFFICES DRY USE
Disapproved: 07-27-2000 Approved:
viewer:
Reviewer: JOSE TORMES Re
JOSE DANON
ARCHITECT
24 May, 2000
Mr. Roberto Ramirez
Chief Plumbing Inspector
City of South Miami
6130 Sunset Drive
South Miami, Fl., 33143
RE: ADDITIONS AND ALTERATIONS
• Shelton and Associates, Realtors, Inc.
••• •• Salas, Ede, Petersen & Lage, L.L.C, Law Offices
. . 0000 0000
0 40 see** •••Plan Rpvievg Comment Sheet of 5/23/00 fCTTK Inc.1
. . 0000 0000..
000000 0000 .
•;0.00 R$mire;,
0 0 0 0000
•••••• AttaCl;led please find copy of the proposed office space seating arrangement and letter
frtR r*my 0114pnYs 'Pelton and Associates/Salas, Ede, Petersen &Lage, 6361 Sunset
• Drtve, attes:ing,tQ their present number of employees and male/female count
It•is•obvious the occupancy count of 62 [6127 sq.ft/100] 'does not seem reasonable' nor
•••• VtV.s.the 591,50male/female count'.
We respectfealiyt&quest your re-determination of the plumbing fixture requirements for
• • this proposed addition /remodeling.
Please take also into consideration that all bathroom and,olumbing facilities are existincr'
and will be updated as required. Bathroom 4, being readily expandable [see sheet A-2,
Existing Floor Plan] was selected and modified to comply with handicap code
requirements.
Please co tact any of us, Architect, Engineer and/or Owner for whatever might be needed
to expedit this plan review process.
Thank you nd best regards,
J(Drc�, ,
.
Cc:: CMB Engineering
Ms. Shelton
ARCHITECTURE&CONSTRUCTION ADMINISTRATION 4212 LAGUNA STREET CORAL GABLES,FL 33146
Tel (305) 4464717 . Fax (305) 663-5584 . E-Mail jdanonArch @aol com AR 4955.CG 0047179
LAW OFFICES
SALAS, EDE, PETERSON & LAGE, L.L.G.
636 1 SUNSET DRIVE
SOUTH MIAMI, FLORIDA 33143
HENRY SALAS TELEPHONE (305) 663-0000
DOUGLAS EDE FACSIMILE (305) 663-0989
MICHAEL PETERSON
GUSTAVO LAGE
May 24, 2000
Mr. Roberto Ramirez
Chief Plumbing Inspector
City of South Miami
6130 Sunset Driye
-South Mian;i,•I►L 33143
..... .... . .
e e
•• ••• Re!• •ADDITIONS AND ALTERATIONS
...... .... .
: Shelton and Associates Realtors, Inc.
•;•••• ;•••• ; S61as, Ede, Peterson & Lage, L.L.C. Law Offices
0000
...... ....
°t)epr°Mr. P gLmiriz:
•••. °•.••• Ou; office consists of five lawyers (all male) and four support staff(all female).
• ••: M'do not anticipate hiring more than two additional lawyers and three or four additional
. .. 'Syppbrt stiff: Ptease advise if you require further information.
• V r trul rs,
HE R SALAS
FROM FAX N0. Jul. 28 2000 11:56AM P3
COVENANT RUNNING WITH THE LAND IN FAVOR OF
METROPOLITAN DADE COUNTY
The undersigned, as the owner(s) of the following described real
property(hereina ter called "the Property"): C K, o� y„
/ 1 .�,God-s �0 1 - �s' -•.-.r- -� 7_ z x� ��- g-•-�` f ice,
� e2 ,,foao� /3.0 ? �lm�,t:�f�Jr�s✓��-E-�� a.
';Located at 33 3 �NSeT�r�y� �.�ltAvu% t 33/V 3 pursuant to Section 24
12 .1(5) (a) of the Code of Metropolitan Dade County, hereby submit(s) this executed covenant running with the
land in favor of Metropolitan Dade County.
7hq undersigned agree(s) and covenant(s) to the following:
L: H3zardous'�natgrials*ifiUl.not be used, generated,handled, disposed of, discharged or stored on that portion
. .tie Northwest Wellfield protection area or within the West Wellfield tenor
of the Prouty witijp
pre*tior afea'or within the basic 'wellfield protection area of any public utility potable water supply well
• and hazardous wastes thafil not be used, generated,handled,disposed of,discharged or stored on that portion
• ilie Pr •. .••with *oavera a day um age wellfield protection area but not within the basic wellfield
qty n g Y P P P
.;rntection area.of the Alexander Orr Wellfield, Snapper Creek Wellfield, Southwest Wellfield, Miami
Springs Mur
aer ellVtjd, Miami Springs Upper Wellfield, John E. Preston Wellfield or Hialeah Wellfield
unlets a valiance is kraltagd by the Environmental Quality Control Board, pursuant to Chapter 24 of, the
:Codo of Metmpolitan Dadr.County, and if so granted; said hazardous materials or hazardous wastes may be
usetf, hanJL-d,gener#%d Disposed of, discharged or stored on the Property only to the extent permitted by
an'y'sueh vdfihlnce fr&kha Environmental Quality Control Board of Metropolitan Dade County.
*00000
2. Fuels and lubricants required for rockmining operations (lake excavations, concrete batch plants, rock
crushing and aggregate plants) within the Northwest Wellfield protection area or within the West Wellfield
interim protection area; electrical transformers serving non-residential land uses; small quantity generators
of hazardous wastes as defined in Chapter 24 of the Metropolitan Dade County Code within the average day
pumpage wellfield protection area but not within the basic wellfield protection area of the Alexander Orr
Wellfield, Snapper Creek Wellfield, Southwest Wellfield, Miami Springs Upper Wellfield, John E. Preston
Wellfield or Hialeah Wellfield; and existing land uses required by the Director or his designee to correct
violations of this chapter; shall not be prohibited when the following water pollution prevention and
abatement measures and practices will be provided.
0) Monitoring and detection of water pollution caused by hazardous materials, and
(ii) Secondary containment of water pollution caused by hazardous materials, and
(iii) Inventory control and record-keeping of hazardous materials, and
(iv) Stormwater management of water pollution caused by hazardous materials, and
(v) Protection and security of facilities utilized for the generation, storage, usage, handling, disposal or
discharge of hazardous materials.
Said water pollution prevention and abatement measures and practices shall be subject to the approval of the
Director of the Department of Environmental Resources Management or his designees.
FPOM - FAX NO. Jul. 28 2000 11:58AM P5
3. The use, handling or storage of factory pre-packaged products intended primarily for domestic use or
consumption detemined by the Director of the Department of Environmental Resources Management or his
designee to be hazardous materials shall not be prohibited,provided however, that:
W The use, handling or storage of said factory pre-packaged products occurs only within a building, and
(ii) The non-residential land use is an office building use (or equivalent municipal_land use) or a business
district use (or equivalent municipal land use) engaged exclusively in retail sales of factory pre-
packaged products intended primarily for domestic use or consumption, and
(iii) The non-residential land use is served or is to be served by an operable public water main and an
operable public sanitary sewer, and
'(iv) Said building is located more than thirty (30) days travel time from any public utility potable water
• supply well.
••••• f••• • •
4. Nor to"entry irate-mlandlord-tenant relationship with respect to the Property, the undersigned agree(s) to
••ttitify inwfrting all profosed tenants of the property of the existence and contents of this Covenant.
sasses •• •. • •
5:.The undersigbed abru(f) and covenant(s) that this Covenant and the provisions contained herein may be
•:•,evforce4-byIbe Director'of Environmental Resources Management by preliminary, permanent, prohibitory,
and manila{dry injt Kiojs as well as otherwise provided for by law or ordinance.
0000 6 00
• •f
L. This agieerrnent and Covenant shall be recorded in the Public Records of Dade County, Florida and the
`•PtovisiorfeMieof sliall'canstitute a Covenant Running with the Land and shall remain in full force and effect
an¢ be binding uppn 1h undersigned, their heirs, legal representatives, estates, successors, grantees and
•.'assigns.
f 7. This agreement and Covenant shall upon l;r po request by the undersigned be released by the Director of the
Department of Environmental Resources Management or his designee when the Director or his designee
deternunes that the Property is neither within the Northwest Wellfield protection aces nor within the West
Wellfield interim protection area nor within the average day pumpage wellfield protection area of the
Alexander Orr Wellfield, Snapper Creek Wellfield, Southwest Wellfield, Miami Springs Lower Wellfield,
Miami Springs Upper Wellfield, John E. Preston Wellfield or Hialeah Wellfield nor within the basic
wellfield protection area of any public utility potable water supply well.
IN WITNESS WHEREOF , the undersigned have caused this Covenant to be executed this day
INDIVIDUAL
ign sign T< �N G• /°
print �P� �'a f print 26/eg,7;4- LT
sign Address 63,33 Asa-p_,jeT
print _ Aqi/
2
wo mxe an nacre.
NOTARY P
si
print
-State f Florida-at Large (Seal)
My Commission Expires:
OFFICIAL NOTARY SEAL
S INSTRUMENT PREPARED BY: ELEANOR M NAVARRO
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO.CC933339
Ael-l S�/G S/ /7U�I MY COMMISSION EXP.MAY 2,2004 ,
DERM ENVIRONMENTAL RESOURCES MANAGEMENT
1 1 1 N.W.j ST STREET.SUITE l o l o
MIAkU,.FLORIDA 33128 •
OWL" mctw�r�s>>covEH�rr.00c izst
...... .... .
3
Y •
•esese •• •• • •
•
•••••• •••• •
o eo
GOOD a ee e •
• • • • •
• • • •• •
•••• •••• • ••
a
I
E SJ
_ F
T.
I
- • •
0000•• • • •
• _• • 0000 •• •
• • •
_ so 000• 0 0 •
' • • •0 •
• •• 0•••
• ' , - • 0000 00000•
0••• •
• •• •
• • 0 '• 0
• •
_ • 0000 •0000•
• • • •
0000•• 0000 • •
I•' ' • •••• •i•�*t
• • • 0 • •
" 0000 0000 • •
• •
♦00•00
i - ,
jo
.. . 0000 0000
0000
.. 0000
00 0000
. 0000 0000..
0000 . ..
. .
. . 0000 0000..
. 0000 0000..
_ 0000 0000.
0000 0000 . .
0000.
0
RNW`0175 RIGHT-N COMMERCIAL'INDUSTRUL LOAD CALCUL ATION 0'4/0 0 0
For -::HFLT01l OFFICES Page
Zone, Z01TE 1(r.HU-1 T0 4
Job#. 04030002
City Miami, Int'l Airport, FL, US
By C.M.B. EILIC-iTTT71-Ps WC z
LWH 81.5 x -1,0.0 x 10.0
uiuts. U.S. (I-P)
3. DESIGN CONDITIONS-COOLING C 3P14 , August
Dry Blb RH Moisture Range Wet Blb
Outdoor Conditions => 91) 77
Indoor Conditions -> 75 50 6
TOD Correction
Difference 1 55 [L Mult 0
2. GLAZING SOLAR HEAT GAIN Lat = 25.82 'I'l . const'W't = ii )
Type Du Shad Tilt %ovr Area Sfact Slid Shad Sens
GLAS 1 Ii TT ri 0 100.0 12 0 0.4c
GLAS I IN BL 90 100.13 165 J.49 ji U. 2•504 ••.•
Q
GLAS I -T,- S;I'D 31.0 135 0.49
G LIU-" 1 s iii 90 L 0.4-t c 3 0.Q
GLAE 2- E BL CIO 100.0 180 i0,5 F, 44
3i)"s
GLAS 2 E If L 90 100.0 q 4 1:3�---2
4 1
Lk 21 E BL 90 100.0 112 0.55 alo
GLAS 2 w BL 0.0 156 0.49 15Y 0. 120E5 •
C-LR; 3 w BL 90 0.0 284 0.4! 15 r� 0.9 ",9 6 5
GL-,b,Z 3 1 N 90 0.0 36 0.94 88 0 1978
3. TRANSMISSION GAINS
Type Dir GiArea NtAiea Uval Grp CLTD Shad CIE Zen,
G Lk Z 1 IT ••••18-112•
1 120 i2o 1.040 15.0 BL
C,I zk!� 1 N 165 165 1.040 15.0 BL 2574
GLAS 1 s 135 135 1.040 15.0 BL 2106 •
G IIAZ 1 ti 75 75 1.040 15.0 BL 1170
G L?Z 21 E ise 180 1.040 15.0 BL - _'808
GLAS 2 E I I
1 0 4 0 15.0 EL '�"L)
GTLAZ 2 E 112 112 1.040 15.0 BL 1747
GLAS 2 w 156 156 1.090 it'.0 BL 2434
C,Uk', 3 w 284 284 1.040 15.0 BL 4430
GLAS 3 W 36 36 1-0 4 0 15.0 N 562
WA L T, I IN 93 0 645 0.108 c 10.5 II m
lellk L,L 1 3 865 6155 0.108 c: 15.4 11 m 1
'K-k L L 1 E 75 956 0.108 26.4 IT M 7 23
VIA L L 1 9 10 7 0 6 0.108 C 131.9 11 10 6 L
ALL 22 125 1r5 0.082 D 18.Q Ill ht 194
WALL 2 E 3 213 0.082 D m
vj'A L L 2 w 6 0 376 0.08-2 D 13.9 m
E100p, 1 F, 48 48 0,460 15.0 331
D00P, 1 4 d. 0.450 15.0 331
D130p, i 0 0 0.4601 15-0 0
F U-JR 1 5733 5733 0.023 0.0 0
P,130F 1 1500 1464 0.510 PIC- 15-0 D 11200
Rf-j 42-33 0.040 P C-1, 15.0 L, 2540
0F 4-23 3
RARF 0.100 P-1 0.0 0
P C-L 0.400 3.0 0
illannal N 4th Edition. R*ht-K Ver 3 0.00
Certified by ACCA to meet all requirements of Matinal Form N
Job 9. 0 4 0 3 0 0 0 3 Page _
4. INTERNAL HEAT GAIN Sens Latent
People 3. x Per person sensible 2 5 0 latent 2 C,�ri 6;1 5 0 i 0 i t 0
0 x Per person sensible 300 latent 3 G 0 11 0
Lights bicandescents in RA Ceilmg 0 x 3.4 x 60% 0
Fluorescents in RA Ceiling 0 x 4.1 x 60% 0
Incandescents other 10 0 0 x 3.4 x 100% 3 413
Fluorescents other 5 0 0 0 x 4.1 x 100°0 0 5 0 0
Motors Nmbr Powei Gaip Load Fact Usage
1 1 0.00 0 1.00 1.00 0
? 1 0.110 0 1.0 G .1.CIO 0
3 1 0.00 0 1-0r 1_r0 13
Appl. Nmbr 'Type Sens Latent Usage
1 7 l,.icrocoiaruter (sT_n) 300 0 1.00 '100 0
^_ 5 Terminal (-Ira) 600 0 1.00 3000 0
3 2 F.efrig. (1rgp no hd 30 0 1.G0 Gil 0
4 1 GTHEF;S 1000 0 1.00 1000 11
Other 0 0 0 0.0 1) 0 0
5. INFILTRATION Sens Latent
105 c La x db Temp Diff 15.0 x 1.1 17 3 3 .
x Moist Diff 54.9 x 0.6? ...... 3918
. . .
6. SUBTOTAL' LOAD FOR SPACE °. 11-3-6 4 -.i491-0 •..•
7. SUPPLY DUCT HEAT GAIN • ° °°° : °...°°
G a i n factor 0-0 0 x Lire 6 Sensible Gam •• : 0
8. COOLING FAN SIZING • ••.• •..0:0,
Sum of Duct Gain (7 ), Luie (6 ) S Drawthru Fan = ••1.3.43 4 . ..
(L.8Sens i ( 1.1 x Supply TD ) = flit ••0•.° .•.•i.
Est Coohng c,fI..i = ( 131 4 3 2 4 !' ( 1.1 x 20.0 ) = 6 101:3 °a °° • • •
Actual Cooling Fan - = 641= •••° ••••••
9. VENTILATION s e ••.° •.•••
700 c fin > x db Temp Diff 15.0 x 1.1 ••91.15 4 5 foot •
x Moist Diff 54.9 x 10-66 • 26118
••••°
l 0. RETURN AIR LOAD FROM LIGHTING AND ROOF •
Incandescent Lights 0 Watts x 3.4 x 40°.0 0
Fluorescent Lights 0 x 4.1 x 40°0 0
Rol Roof Load from Line 3 (+) 0
RA Ceiling Load Credit from Line 3 (-) 0
11. RETURN DUCT HEAT GAIN
Gaul factor 0-00 x Line 6 Sensible Gain 0
12. TOTAL COOLING LOADS ON EQUIPMENT(Btuh) 14586'9 37036
SPACE HEATING LOAD CALCULATION
13, HEATING DESIGN TEMPERATURE
Heatmg TD = (Inside DB-Outside DB) _ ( -'0 - 5 0) _ 20
Manual N 4th Edition Riglit-N ''er 3 0 00
_ Certified by ACCA to meet all requirements of A4amial Foam N
"r Job 04030 002 Page 3 mwt
14. TRANSMISSION LOSSES
Type Expos GrArea NetArea Uval HTD Loss
GL-k, 1 11I 110 12 r] 1.100 20.0 ^640
GLAZ 1 Iii 165 165 1.1x]0; 20.0 3630
LA-' 1 5 135 135 1.100 20.0
GLAZ 1 75 7`� 1.100 20.0 160
GLAZ 2 i 180 180 1.100, 20.0 3960
GLAS 2 E 91 91 1.100 1_0.0 -1002
GLA" t E 112 11? 1 .100 20.x1
C3LAZ 2 t°i 15 vs 156 1.100 20.0 34-�
GLAS 3 w -84 81 1.100 20.0 kD-48
GLR:l 3 36 36 1.10 C
WALL 1 IT 930 645 0,1018 "0.0 i3 C,3
WALL 1 S, 2 6 5 655 0.102 20.0 1415
WALL 1 E 127aj 95h 0.108 _'0.0 2x1)65
WRLL 1 t^jl 910 -7 0; 0.108 11 0.0 1535
WALL 2 a 125 125 0.082 20.0 205
WALL 2 E 32 5 213 C,.0817 20.0 :49
WALL 2 .. 6 60 0.082 i0.0 617
DrrG; 1 E 48 48 0.460 20.0 442 • •
DOOR 1 48 48 0.4600 20.0 •e•••. 4.42 • w •
DOOb: 1 11 0 0 0.160 20.11 e • • •..• 0 •• •
57 - � r' . ='J. J • •
ROIDF 1 - 146,4 14 F,4 0.5io 01,11 • .'1 '��'
ROOF 2 4233 42'33 0.010 ^0.01 • • ..33; Fj •.e•
•. •
15. INFILTRATION • •'Loss •����•
767 cfrn x db Temp Dtff 20.0 x -1__1 •••••• ��aju '•
16. SUBTOTAL HEATING LOAD FOR SPACE •• •• 7 eo r'3 • °
17. SUPPLY DUCT HEAT LOSS • •
Loss factor 0.25 x Lute 16 Loss . • • 290y3 . .
1 S. VENTILATION • •••••
1000 cfin x db Temp Dtff 20.0 x 1.1 ?1`3'a0
19. HUMIDIFICATION
hi,ade RH desired 3-2.0 (Max = 3 2.0 for I pane 1
4 of Glazing panes 1.0 (Max = '12.0 for 2 pane
17u7 cfm x 1.48 d/100c.fr.,%d = ?_6.1 xpd 9593
20. RETURN DUCT HEAT LOSS
Loss factor 0.15 x Lme t6 Loss 11 414
21. TOTAL HEATING LOAD ON EQUPMENT(Btuh) 138113
Rlantral N 4th Editon. Right-N V er 3 0100
C.erttfied by ACCA to meet all requirements of Manual Form N
TABLE 2310.2A
TABLE 2310.2A
ALLOWABLE SHEAR(PLF)FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING
OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING11
SLOCKOD DIAPHRAGMS U KOCKED aAnRAGMMS
Ned Spec ngs(in)at deptwaVn boundaries(ad cues), Nails ap•e°e s•NHYr.a
at contin—Panel edges P—Mel to bad(uses 3&4) Supported edges
and at all panel edges(Cases 6 i 6)
6 4 2 1112 2
sormum P4.
NINA MINIM M NOMINAL u, �
WOOD MOMWIAL NOMINAL VAOnt OF MW SpedeP pM M sanr PWW.aqp Edg-ur AI amen
STRUCTURAL STAPLE OR PENETRATION PANEL FRAMING (C—R,;.1 a A Cent Jee,d C—
PANEL COMMON N FRAMING THICKNESS AN31SM L9/ES OF PrrY Is (2,1.1,5 l l
GRADE NAIL SIZE pV M1J (s.► FASTENERS 6 6 4 4 3 3 2 te.ai
6d 11/4 1/4 or 2 1 185 250 375 420 165 125
5/16 3 1 210 280 420 475 185 140
8d 1112 3/8 2 1 270 360 530 600 240 180
Structural 3 1 300 400 600 675 265 200
Sheathing 10d 15/8 15/32 2 I 320 425 640 730 285 215
3 1 360 480 720 820 320 240
Ezp 1 or Ezt 3 2 650 870 940 1,230
10d 15/8 23/32 4 2 755 980 1,080 1,410
4 3 940 1.305 1,375 1.810
14 ga 3 2 600 600 840 900 1,040 1,200
Staples 2 23/32 4 3 840 900 1,140 1,350 1,440 1,800
2 1 170 225 335 380 150 110
6d 1 1/4 5/16 3 1 190 250 380 430 170 125
2 l 185 250 375 420 165 125
C-D Sheathing, 3/8 3 1 210 280 420 475 185 140
and other grades 2 1 240 320 480 545 215 160
covered in PS I 8d 11/2 318 3 1 270 360 540 610 240 180
-Rd PS 2 7/16 2 I 255 340 505 575 230 170
3 1 285 380 570 i e• • 255 190 •
2 1 270 360 530 6 •60@ 240 180E a
15/32 3 1 300 400 600 • •4�5 • •••a 265" go •
2 1 290 385 575 • 655 ••• • 255 •190•e
15132 3 i 325 430 650 °• 7 5 •• • 290 • 215 •
2 1 320 425 640 • 10 285 *1"C-D Sheathing IOd 15/'8 19/32 3 1 360 480 720 • •820 320 • 240
and other grades 3 2 645 870 935 1,225 :000%
covered in PS 1 23132 4 2 750 980 1,075 1,3� 0000*.
and PS 2. fi 4 3 935 1 305 1 390 I l0 •• •••
I4 ga 2 23/32 3 2 600 600 820 9110 3,020 19 •
Staples 4 3 820 900 1,120 1,350 1,400 1.5� • ••e•••
•••••• • a •see°•
For SI: linch=25.4 mm, 1 plf= 14.5939 N/m. ° • ••e• • •
Note: ; •
1. These values are for short-term loads due to wind or earthquake and must be reduced 25%for normal loading.•••• •e••• ••• •
• •••• •
e
CASE 1 -F NO CASE 2 OCgNO IF CASE 3 CASE 4 CASES BLOCgN MA
G IF CASE 8 FRANG
LOAD US® LIS£O
OIAPI4TAGM BOUNDARY Ntious NUOUS
PANEL PANEL
JOINTS JOINTS
DATE SHEET
—�–�t S &A ENGINEERS, INC.
_ OF
CHECK JOB FOR JOB. NO.
Vi
uT-
_ _
�� ....�..
-
i" ,
6 1 u+ (,a } - x/32 �t
_—M-1•• ! • • •
1 4—t JIF— w w �� •-t •• • •••• ••.•,}••
__ _.!- L r•• •
�� a i
i � F •
! 9 t y_. • • �•• • , ••• •
4- 90066:
•"--— •
44� •••• •••• q • •
y
tF�--...
! 7q d�..,-{�4--',-±7--
l .,�,..r N,�^{.^`3-._ __ .4-..,t _.-i.--k •...,.....F-.-F- - -r .. E ,��,. ,..r.w.--f}--`t• s `,� ;�,S.Ps
c :
;
! ,,,„f, ...e .d.....p. ..-5... ..__.,}_ ... j { .,{......;.......,.Y„ a�.�. S '�.,y. i_..F ....rv.,�.�.L._••,,—t r ..,.Y t j �T'.y..:+ ±.•..
'^j^
i
�i.�f'a,�• -f f. �•�•_ -..�""�
t...�
`f�c'.� ,l:i •'"'s»_-. I
Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida
USTOMER 6333 SUNSET DRIVE
0( 'TUMBER 00-106 DATE 08-14-2000
E.. .(IPTION WIND UPLIFT ON FLAT ROOF
*** DESIGN WIND LOADS - ASCE 7-93 ***
*** COMPONENTS AND CLADDING ***
BUILDINGS
IND VELOCITY = 110 MPH
XPOSURE CATEGORY = C
UILDING CATEGORY = 1
MPORTANCE FACTOR = 1.05
TRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE
OOF SLOPE = 0 .13 : 12 ( 0 . 60 DEG)
RIBUTARY AREA = 33.3 FT2
,EAN ROOF HEIGHT = 10.0 FT Kh = 0.801 qh = 27 .4 PSF
ISTANCE, Z = 10 .0 FT Kz = 0.801 qz = 27 .4 PSF
ZDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD?
3 ROOF WIND LOADS 3
CDDDDDDDDDDDDDDDDBDDDDDDDDDDDDDDDDDDDDDDDDDD4
3 3 ROOF AREA 3
3 CDDDDDDDDBDDDDDDDDBDDDDDDDD4 •
3 3 1 3 2 3 3 :q3:•�
CDDDDDDDDDDDDDDDDEDDDDDDDDEDDDDDDDDEDDDDDDDV4: •••• •'
3-GCp (+) 3 0 . 000 3 0.000 3 0.000 03 •
CDDDDDDDDDDDDDDDDEDDDDDDDDEDDDDDDDDEDDDDDDDD4 •
3 GCp (-) 3 -1 . 296 3 -2.025 3 -2. 694:.3 • •• ••••
CDDDDDDDDDDDDDDDDEDDDDDDDDEDDDDDDDDEDDDDDDDP�••; •
3 PRESSURE (PSF) 3 6. 8 3 6. 8 3 6. 8. 3 ......
3 VERT. COMP. 3 6. 8 3 6. 8 3 6. 8 .3.. ...
3 HORIZ. COMP. 3 0 . 1 3 0. 1 3 0 . 1: 3 •.•• 0.00:•
CDDDDDDDDDDDDDDDDEDDDDDDDDEDDDDDDDDEDDDDDDD2)4 •• •
3 SUCTION (PSF) 3 -42 . 3 3 -62. 2 3 -80. 5. 3 0.00 •01.0•
3 VERT. COMP. 3 -42 . 3 3 -62 . 2 3 -80. 5:03.0; 0••' '
3 HORIZ . COMP. 3 -0 .4 3 -0 . 6 3 -0.8: 3
@ DDDDDDDDDDDDDDDDADDDDDDDDADDDDDDDDADDDDDDDIIt••
ZDBDDDDDBDDDDDBD? •
3a 3 3 3a 3
CDEDDDDDEDDDDDED4
3 3 3 3 3 P = gh(GCp) - gh(GCpi)
3 3 3 3 3 GCpi = q 0 .25
3 3 3 3 3
323 1 3 1 323 BUILDING WIDTH = 40.0 FT
3 3 3 3 3 CORNER DISTANCE, A = 4.0 FT ;+#'
3 3 3 3 3 ,,' . 5A,, ; �sr
3 3 3 3 3 ON a
CDEDDDDDEDDDDDED4
333 3 333
0DADDDDDADDDDDADY = - q
'r
+ IJ
_ A
DATE DESIGN >
SHEET
_W w S &A ENGINEERS, INC. I:: OF
CHECK JOB FOR JOB. NO.
rC)R,l VU 'J , A , ZX�b Q A42e�j, '�20-tq'-
3-3 5 4
J
P 7
lK
--y-r-
7
14
T 1 If-i I I I
00 •••)••0-—ot—
-T- • o -1 •
_- i--*o'1s 01
w 0 0 el*'R
•
-I--IT--r
0•
—4—
————————--J_ +
4—
A-i
_1 J
.4
1
- J_ 4 4
1
,
J
ij-
=ROM Fo`'' Kin. Jul. 28 2060 11:56RM P3,_,
COVENANT RUNNING WITH THE LAND IN FAVOR OF ;
METROPOLITAN DADE COUNTY
L a� fas• • as the owners) of the following described real
The undersigned, G/� ,
,. C77K.��"c . A-�
property(hereinafter called the Property,$): � ��G� 9
,C T-,S 9/
Co
L v,ti 7'e r 1/,+-C, e. e du— 00 - 5� ,�,,�� ,e �..� `� 67 Z S
`Located at 6 3�•� Sv,�S� �/", r�w�.i �L- 3 3/ V3 pursuant to' Section 24 ;
\12 .1(5) (a) of the Code of Metropolitan Dade County, hereby submit(s) this executed covenant running with the =J
land in favor of Metropolitan Dade County.
The undersigned agree(s) and covenant(s) to the following:
1. Hazardpus materials, shall not be used, generated, handled, disposed of, discharged or stored on that portion ;=
of•thy• Property within the Northwest"Wellfield protection area or within the West Wellfield Interim �?
pfowtdon area.'bt.withirtMLbasic 'wellfield protection area of any public utility potable water supply well rs.
arla� az;,ardouj*y�tbstes sJ4U q jt be used, generated, handled, disposed of,discharged or stored on that portion t'0
of it 2ro .within the averse day um a e wellfield protection area but not within the basic wellfield �
pew! g Y P P g P 1�0
protection area- of the McMder Orr Wellfield, Snapper Creek, Wellfield, Southwest Wellfield, Miami 110
S�OWLow*t-Wellfielg, MuNmi Springs Upper Wellfield, John E. Preston Wellfield or Hialeah Wellfield r i
urlteg.q variap;;•is granted by the Environmental Quality Controi Board, pursuant to Chapter 24 of the !
Code of Metropolitan Dude Gounty, and if so granted; said hazardous materials or hazardous wastes may be ,a
used, handled, generated, c"sed of, discharged or stored on the Property only to the extent permitted by
ar ;h varmixe;
ea from the Environmental Quality Control Board of Metropolitan Dade County.
01:�.... .... . ..
2. Fuels•and lubricants ret�ire{1 for rockmining operations (lake excavations, concrete batch plants, rock
crisiing and aggregate plEfs) within the Northwest Wellfield protection area or within the West Wellfield
interim protection area; electrical transformers serving non-residential land uses; small quantity generators
of hazardous wastes as defined in Chapter 24 of,the Metropolitan Dade County Code within the,average day
pumpage wellfield protection area but not within the basic wellfield protection area of the Alexander Orr
Wellfield, Snapper Creek Wellfield, Southwest Wellfield, Miami Springs Upper Wellfield, John E. Preston
Wellfield or Hialeah Wellfield; and existing land uses required by the Director or his designee to correct
violations of this chapter; shall not be prohibited when the following water pollution prevention and
abatement measures and practices will be provided.
(i) Monitoring and detection of water pollution caused by hazardous materials, and
i
(ii) Secondary containment of water pollution caused by hazardous materials, and
(iii) Ink ventory control and record-kceping of hazardous materials, and
(iv) Stormwater management of water pollution caused by hazardous materials, and
(v) Protection and security of facilities utilized for the generation, storage, usage, handling, :disposal or
discharge of hazardous materials.
Said water pollution prevention and abatement measures and practices shall be subject to the a
Director of the Department of Environmental Resources Management or his designees. ppCOva] of the
PLO COUNy y
�t eieow CO
STATE OF FLORIDA.COUPITY OF DAD
he - ¢n
I HEREBY CERTIFY that this=s a true c d Y of
=ed=n this othc_e ss ,
origin
pppo Mi TWA 0�
WITNE and and Of = I ounty Courts
HARV � � E o r G OE CGO�
:By
CAA
FROM FAX N0. - Jul. 28 2000 11:58AM P5
Y �k�
1 y ,
I The use, handling or storage of factory pre-packaged products intended primarily for domestic use or
consumption determined by the Director of the Department of Environmental Resources Management or his
designee to be hazardous materials shall not be prohibited,provided however, that:
(i) The use, handling or storage of said factory pre-packaged products occurs only within a building, and
(ii) The non-residential land use is an office building use (or equivalent municipal land use) or a business
district use (or equivalent municipal land use) engaged exclusively in retail sales of factory pre-
packaged products intended primarily for domestic use or consumption, and
(iii The non-residential land use is served or is to be served by an operable public water main and an
operable public sanitary sewer, and
(iv) Said building is located more than thirty (30) days travel time from any public utility potable water
supply well.
4. ftic?p to the entry into a landlord-tenant relationship with respect to the Property, the undersigned agree(s) to
:notify+in wAt" all pfopospd tenants of the property of the existence and contents of this Covenant.
...
. .... ...... .
5. :T.�irndei'sagxe$ agree(s) and covenant(s) that this Covenant and the provisions contained herein may be
:enfotced,by the Director df6Environmental Resources Management by preliminary, permanent, prohibitory,
'nnd mandatory.injuneti,Ana 9s well as otherwise provided for by law or ordinance.
6. This agreement'and Cvertant shall be recorded in the Public Records of Dade County, Florida and the
provitions hereof shah corrgiukute a Covenant Running with the Land and shall remain in full force and effect
Ind Ite biff$ti&6 upon the undersigned. their heirs, legal representatives, estates, successors, grantees and
urbies. .06600
7. TSs0igreement and Covenant shall upon,request by the undersigned be released by the Director of the
Department of Environmental Resources Management or his designee when the Director or his designee
determines that the Property is neither within the Northwest Wellfield protection area nor within the West "
Wellfield interim protection area nor within the average day pumpage wellfield protection area of the
Alexander Orr Wellfield, Snapper Creek Wellfield, Southwest Wellfield, Miami Springs Lower Wellfield,
-Miami Springs Upper Wellfield, John E. Preston Wellfield or Hialeah Wellfield nor within the basic
wellfield protection area of any public utility potable water supply well.
S 7��the undersigned have caused this Covenant to be executed this " day
.
INDIVIDUAL
('
.
ON
ign sign
print print G�s1TA- L 011/'sign 5 Address 333 _Tv--,se_r
print ,�
2
CL QK
il/ g OG
:"yr� rr�600 Ta TRUST O�
cou
a
��-as ssenttt�eet�on 2rib ago tue an oacn.
NO
si
print
of Florida at Large(Seal)
My Commission Expires:
� $Il�ISTR OFFICIAL NOTARY SEAL
PREPARED BY: ELEANOR M NAVARRO
NOTARY PUBLIC srATE OF FLORIDA
7lo-e'5T116 � ) /1Q r ,
COMMISSION I IO NO..MAY 39
/�C,L�( MY COMMISSION EXP.MAY 2
DERM-ENVIRONMENJ'AL,RESOURCES MANAGEMENT
I l l N.W. I ST STREET,SUrrE 1010
MIAMI,FLORIDA 33128
• •
99 .
.99
•
3
90.90 0000
•
•00,06•
• •99• �
• •
• • •
• s
•.0000 •0 00 • •
R • 0 .99•
•
0•0000 0000
e e
e.0• R• R
• 9 •
0 • • • .
•009 0 00 • •o 4p• 0 • • 9
• R
9•.• 0a00 • ••
• •• 9000 • ! • _
• . • ••.090
✓/
• • • �,` i l
• •
Wl rem
11 f N
SHELTON & ASSOCIATES
REALTORS, INC.
May 24, 2000
Mr. Roberto Ramirez
Chief Pluming Inspectors
City of South Miami
6130 Sunset Drive
South Miami, Florida 33143
RE: ADDITONS AND ALTERATIONS Shelton and Associates, Realtors, Inc Plan
• Review Comment Sheet of 5 123100 (CTTK Inc)
. . .... ....:
••••; ���ould like tc1 inform you that Shelton& Assoc. Realtors, Inc. consists of the
following staff hiernbers:
...... .. .. . .
••••
•:•••• 2.13+rokers 2 Support Staff and 1 Part-time Assistant
RCAltors—Vssodates as follows:
$Aeoodve Realtors: They work from home, they only come to our office to pick up or
•••• rtd Ner doq tDergs, bring contracts or checks, meet with clients for closing or
. .. .... .
presentatio#*is:. .••
• 15 Part-Timers: They do not come to our office since most of them work full time at
• other jobs. (The real estate license is mostly for personal use).
Full time Staff 4 Females 1 Males
On a given day there are hardly 2 of the full time realtors working in our office, if so they
may spend about an hour working. We do not anticipate hiring staff in the near future.
My office is also shared with my two sons Mr. Raul Salas and Henry Salas Attorneys at
law, letter attached. Under no circumstances we would share our building with any other
tenants or company.
Should you require additional information, please do not hesitate to contact me at my
office 305-666-0669 or my cellular phone 305-775-8176.
Since ely,
Teresita helt
Broker President
6361 Sunset Drive•South Miami,Florida 33143•Phone:(305)666-0669•Fax:(305)666-6674
r -
SCALE: 1" = 25' SPECIFIC PURPOSE SURVEY LOCATION MAP ABREVIATION (IF ANY APPLIED)
^ f- CENTER LINE
f ll!! Fnd. : SCALE: NTS E- PROPERTY LINE p
o9dTDiae b > 1/a°Pipe R/W- RIGHT OF NAY 00
._ 1i4 ri 1 46.7 (MeleR) 8 C.LF - CHAIN LINK FENCE
3.4 148.7 NF. - WOMEN FENCE w
C.B.S. WOII (88') — RES. - RESIDENCE Nq
F I.P. - FOUND IRON PIPE
to CL- CLEAR
ENC - ENCROACHMENT W -
�` ;t _1• ` , / �� c4 M, 148.83' CONC. -C NCRETE CONCRETE BLOCK STRUCTURE N LIJ
9 5.4' \^' '� 4 or B- DIAMETER 2 aQ
• J D.M.E. -ORA9UGE NARiT. EASEMENT
Q 9.4 -
23.0' S.I P - SET" PIPE �
. • .. O \ CB 10 ^ 18.5' O M F S. - FOUND SPIKE
.. I— p 6 I RAD -RADIAL C)
O 2
N 15.5 Ut11. N N U E. - UTIL EASEMENT p
LO oo 10 11 13 1 15- PC_ MONUMENT
OF CURVATURE U_ O oo,
. - HYDRANT
V 37.0, 6.3 N EASMT. EASEMENT Q N1 cc
.'' : ♦Y Q y ' 23. 2W S.D.H - SET DRILL HOLE O O
N
,'�; •• a O I I TF• CALC — CALCULATED F.D.H. -FOUND RILL H
OLE
a C A/C- AIR CONDITIONING UN
IT
N SUNSET DR. $
REC. (R)— RECORDED x
++ •
L%
L • _ O
L 93 F N.dtD. = FOUND NAIL AND AND DISC
y S.R.B. - SET REHAR y
® C.B =CHORD BEARING
i1? V Q •• � Pdpa Q' ry t C N Q NEAS(N)- MEASURED In
Q!/N) N 25.0' ya Q �� S.N.AA. = SET NAZI AND DISC
r Z n 1ti Q O a, P 0.9 - POINT OF BEQNNING d
::.C T A a �C •S ' P 0 C -PDINT OF CURVATURE Z
` Y c a. N
' v • rdH j� M 116'0 O y Z o c ��� TD M(D
13' O CD N LO a'
io
L L-
CD
29.18' .5'
..t
22.8' i� 6' 37' CERTIFIED TO:
1 : Fnd. 17.4' N CTTK. Inc., a Florida Corporation •• ••
�• 000:o0 • •
f0
PI R-25.0 � LEGAL DESCRIPTION: •••• ••••
::•:`'?:•::.:: ....::::. -90'49' 0
""25. • T� oT 27.4' 10'0' 6 LOTS 9-15, LESS THE SOUTH 15 FEET THEREOF, BLOCK 9, COCOPLUM TERRACE SUBDIVISION, �',ADING ...eo •..••
- 20.0' TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 25 AT PAGE 4, OF THE PUBLIC RECORDS OF .•• •
f-,P4
2' DADE COUNTY, FLORIDA :. •••• •*so*
Fnd.
� � Fnd. • • •
1 ape of `O �� mil�D�sc 3.0 WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF'BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TREE ••••
)) • •
...........
AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS •••• *so*••
1 18.5' AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS IN CHAPTER 21HH-6 OF FLORIDA ADMINISTRATIVE CODE, PER SLP M'r O •• •• ••
a • 27� A • • •• •000•o
`••••;;• . a ) _� • •; 6' Sidewalk j _ SECTION 472027, FLORIDA STATUTES
•
152 M&
;:':;:•.. , . • • . 6333 SUNSET DR., S MIAMI, FLORIDA • • • o i
:...
4
':":•':::::.:: ":::: 99-1254 00-354 • • :so
•
SITE ADDRESS.
... ........
.. ... .. ..... ... 000000 •oo• o
• `__. .. .. ............ DATE OF SURVEY .... ....
MAY 1999 REVISED:......... .....
M 2
5,
....... ........ ..... •oo• •
.......... .........
• RVEYOR S N01T=S:
O' :: ::- ,;; 42.7' A9phalt Pavement '" SU ....
(west bound) �.. °�:::::::: °
,; :•„• - LEGAL DESCRIPTION WAS FURNISHED BY CLIENT SHOWN ELEVATIONS ARE BASED ON N.G KD. (NATIONAL GEODETIC VERTICAL DATUM OF 1929
ii: is•.::.:. ::. ....... :..:: .' ;- RECORDED INSTRUMENTS,:. :.:.: .. EXAMINATIONS OF THE ABSTRACT OR TITLE MALL HAVE TO BE MADE TO DETERMINE AFFECTING THIS PROPERTY
`•37' Asphalt avement NO UNDERGROUND UTILITIES OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED. -bA
S. 72nd ST. (Sunset Dr.) *..... . ::.t.
THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN.
p�-
• ••.::.. •:. ..•100' TOTAL:":'�.. .'•:: "• •. •
�. . . A T't1� Co '
:. .• •:. '. _ ”' _ — menca n
Services of 11�ia�n.�, Corp.,
�•: ,
2' CurbdcGutter �1W� En~9 . $ p($ �K•� r. .' !3 e'Lo Torre
V.
• 6.5 Medium P -- -;PROFESSIONAL LAND SURVEYOR
. 245 137th Ave. Suite 217 ;_f" N
.:•.• .....:....:.:•: .. :'•:::{:�•:•.: .'•. S.W. 137 � ,tr_ ,LAND`MAPPER o, 1870
0 =a� O 'STATE OF FLORIDA
Miami, Florida, '33175
t '
LB 6683 PH: (305) 554-6963 y4;II• F`S �,�'Q�{ 0.g` � T
FAX: (305) 554-7516 R•Sr DATE �v;3=27-00
� �� � � � � j�vi� y�� &�4 11� � � A. � ov � 6� N h,A" �d� - f 4��, y� J"� �•,� NOT VALID UNLESS SEALED-IMTHx.AN�EMBESSED SURVEYOR SEAL