37496PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date L I ` niC.Tob Address 1 / mod ® ( V C Z1 MV f TaxFolio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant /3 44.1 y u j v, 10 -t S t T 14 -k NaL P Master Permit # (-,,, 7 ‘,9),,„
Owner's Address 1" 7 " lki tr -2 Nla lite ' Phone
Contracting Co. 4gi'f /z T'2i Co ea-P° Address ' 240. C N - a 0 ) / /lye 110L4 e
Qualifier M.' '- 4'1N t e - z gScAl SS# ( Phone Q 1 I I Q'J"'
State # 6 o o O 4 / Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILD1N ELECTRICAL UMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION CG Tom, C �� azrs t C �, Ole- d u TL� Et" 4/ C //7 4
Square Ft. Estimated Cost (value) 77 ' ® t:"
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S A}}'NIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -n i - - contractor to do the work stated.
Notary as to Owner and/or Condo President Date
My Commission Expires:
FEES: PERMIT//-4,5' RADON
Ftr
Signature of owner and/or Condo President Date Signature of Contractor or Owner - Builder Date
>7 d 1 ae:j ZAT - '7,- 5
Not ry Rs to Contractor or Owner- Builder Date
My o> 'a ? ECIferetAL NOTARY SEAL
.2 i -� f l�n SANDRA M MONTIEL
� r , * COMMISSION NUMBER
i/ � ''�!� Q CC401281
�'" �� MY COMMISSION .EXP.
OF FV AUG. 17,1998
� s
C.C.F. NOTARY 5 , TOTAL DUE / 5 2 T
APPROVED:
Zoning Building Electri
Mechanical Plumbing Engineering
ITEM
BATH TIB
UNIT
•
FEE
ITEM
SWITCH OUTLETS
UNIT
Lj
FEE
ITEM
SPAN MATERS
UNIT
FEE
BIDET
LIGHT OUTLETS JO,
(
gre
CENTRAL HEATING
DISHWASHER
RECEPTACLES
j lf,/
2y.9%
A/C (WIN))
DISPOSAL
SERVICE TEMPORARY
A/C (CENTRAL)
DRINKING FOUNTAIN
SERVICE SIZE IN AMPS
iso
Rev
DUCT WORK
FLOOR DRAIN
SERVICE REPAIR/NETER CHANGE
REFRIGERATION
GREASE TRAP
PLI
APANCE OUTLETS
PROCESS AND PRESS PIPING
INTERCEPTOR
RANGE TOP
UNDERGROUND TANKS
LAVATORY
OVEN
ABOVE GROUND TANKS
•
LAUNDRY TRAY
WATER HEATER
U.F. PRESSURE VESSELS
CLOTHES WASHER
MOTORS 0- 1 HP
STEAM BOILERS
SHOWER
MOTORS OVER 1- 3 HP
415
HOT WATER BOILERS
SINK, POT /3 COMP.
MOTORS OVER 3- 5 HP
MECHANICAL VENTILATION
SINK, RESIDENCE
MOTORS OVER 5- 8 IF
TRANSPORTING ASSEMBLIES
SINK, SLOP
MOTORS OVER 8- 10 HP
ELEVATORS/ESCALATORS
TEMPORARY WATER CLOSET
MOTORS OVER 10- 25 IF
FIRE SPRINKLER SYSTEMS
URINAL
MOTORS OVER 25-100 HP
COOLING TOWERS
WATER CLOSET
MOTORS OVER 100 IF
` VIOLATION
INDIRECT WASTES
-
A/C WINDOW
REINSPECTION
WATER SUPPLY TO:
AIR CONDITIONERS
;Z
4/P
A/C UNIT
On
STRIP HEATER
2 -
p r
FIRE SPRINKLER
GENERATORS TRANSFORMERS
•
HEATER -NEW INST.
GENERATORS TRANSFORMERS
-
HEATER - REPLACE
GENERATORS TRANSFORMERS
LAWN SPRINKLER -WELL
SPECIAL PUPPOSE
SWIMMING POOL
,
OUTLETS COMMERCIAL
WATER SERVICE
SIGN TUBES
SEWER CONNECTIONS
SIGN TRANSFORMERS
UTILITY -SEWER
SIGN TIME CLOCK
U TILITY - WATER
FIXTURES
SEPTIC TANK
ANTES
-
RELAY
TELEVISION OUTLETS
DRAINFIEI.D, 4' TILE/RES.
.
VIOLATION
.
PUMP & ABANDON SEPTIC TANK
REINSPECTION
SOAKAGE PIT CU. FT.
D eF'Yori 6 kJ
V
,
CATCH BASIN
DISCHARGE WELL
DOMESTIC WELL
AREA DRAIN
'
ROOF INLET
SOLAR WATER NEATER
FIRE STANDPIPE
PO01. PIPING
LAWN SPRINKLER SYSTEM
GAS RAIIGE
METER SET (GAS)
GAS PIPING
17,971-121 u fvm f 6 Veerr-c- 131-
ADDENDUM TO BUILDING PERMIT. APPLICATION
(AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A RASTER PERMIT HAS BEEN
OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.)
PLUMBING
ELECTRICAL
MECHANICAL
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date l\ ' Job Address 4-, •C ��o \t.� �1U. \� _nli►1
Legal Description
Owner / Lessee /, Tenant rt{� �or�\ �1 p)erinit #
Owner s Address 1 \ 300 1 4 2 — q Phone ea °lei - 11
Contracting Co. MCk (1,i Si-. (rN AddressPO &)c- <19124 PkaNst. ) cc33111
Qualifier SS# ) Phone 4i - 2���
CAC. CO 1 C1 bLi gy .So2a3ct.�9. -0
State # Municipal ! Competency # Ins.Co.
Architect/Engineer Qi ''t. ar anta.l Address
Bonding Company k JyvP
Mortgagor Address
Permit Type(circle one BUILDING` ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCR IPTION ‘ev\C‘c, El s�.
COO
Square Ft. SCID Al �-}: Estimated Cost(value)4 t; oc ) —
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will
be don in compliance with all applicable laws regulating construction and zoning. Furthermore, I
an ; o e the ove -named contractor to the work sta -
A illiter
(nature of •caner and /or Condo President
Date:1 3 f 7
Notar as to Owner and /or Pres4� oAOERSER
. My commission CC370832
My Commission Expires: * ij * Expires May. 08, 1998
I!IIIli;4 Bonded by HAI
OF FLO°. 800-422 -1555
** * * * * * * *
FEES: PERMIT tAk ft RADON G v C.C.P.
APPROVED:
Zoning
Mechanical Plumbing_
Address
Signat e of Contracto. or Owner- Builder
Date:
N al y / ll1t KAWir er- Builder
M • • - : o3iA84ib iffieIIONTIEL
t will * COMMISSION NUMBER
till'.. a CC401261
9 J. MY COMMISSION .EXP.
* * £ OF Fr o* AU&. 17 *98
NOTARY kill TOTAL DUE ) 19 85
Fire • J O M-
* **
Electrica l .2 % k2 1470
Engineering
�`: ;.
al
=DADE
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA ;3130 -2903
FAX (306) 375.2808
Progressive Glass Technology
Vinyl Tech., Inc.
Venice, FL 34292
Your application for Product Approval of:
Series 101 Outs Aluminum French Door
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted
by:
( applicant, Miami Testing Laboratory, Inc. test report No. MTL- 16140 dated: June 16,
1994 signed and sealed by Ernest E. Mitchell, PEE and Spencer industries test report No.
SI -00004 dated: August 10, 1994 signed and sealed by Ted G. Yeatts, P.E
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the Specific Conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3 for glazed products.
This approval shall be valid for a period of four years. The Office of Code Compliance reserves
the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality
control testing. If this product or material fails to perform in the approved manner, the Code Compliance
Department may revoke, modify, or suspend the use of such product or material immediately. The Building
Code Compliance Department reserves the right to require retesting of this product or material should any
amendments to the South Florida Building Code be enacted affecting this product or material.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:p40824.06
Expires:06/30 /98
= 1
Approved: / / -1-
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
And, P.E.
roduct Control Division
Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
Charles • anger, P.
Director
Building Code Compliance Dept.
Metropolitan Dade County
' PGT/Vinvt Tech, Inc.
MODEL DESIGNATION:
WEEPHOLES: None.
-2-
ACCEPTANCE No.: 94- 0824,06
APPROVED
EXPIRES
•
: June 30, 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS
Impact Test PA 201 -94
Cyclic Wind Pressure Test PA 203 -94
ANSI/AAMA 101 -93 SWD -(60
101; Out - Swinging Aluminum SFBC 3603.2 (b)
French Door Dade County Approval # 94- 0824.06
Expires: .Tune 30, 1998
OVERALL SIZE:
5' 11 7/8" wide by 7' 11 3/4" high by 3" deep
CONFIGURATION: OX
No. & SIZE OF PANELS : Two; one active and one in- active; each, 34 11/16" by 93 5/8" high.
,WEATRJ RSTRIPPING: Single pile with integral plastic fin in each panel top and bottom rail
on the exterior. Single Q -ion flap at in- active panel lockstile and at interior side of frame head, sill
and each frame jamb. Single Q -lon bulb at exterior side of frame head, sill and each frame jamb.
OPERATORSfc LOCATIONS: Three point lock system, each operated with a metallic dead
bolt lock at active panel lock stile, 39 1/2" from bottom, with thumb turn operator lock on the
interior. One manually operated concealed throw bolt at top and bottom of in- active panel lock
stile. One lever type latch at active panel lock stile, 35 5/8" from bottom. One butt hinge at each
panel jamb stile, 6 1/2" from top, 8 1/2" from bottom and one near midspan.
._
GLAZING MATERIAL: Dupont 3010 with 3/16" annealed glass.
GLAZING METHOD: Exterior glazed using a 1/16" thick silicone adhesive compound and an
aluminum rolled glazing bead.
Gil Diamond, P.E.
Supervisor
Product Control Division
TEST -
TEST LOAD
DESIGN LOAD
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE
+90.0 PSF
+60.0 PSF
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
-90.0 PSF
-60.0 PSF
WATER RESISTANCE (PSF)
ASTM E547/E331
15.00 PSF
+100.0 PSF
AIP. INFILTRATION @ 1.57 PSF
ASTM E283 ( <0.37 CFM/FT)
0.27 CFM/FT=
---
FORCED -ENTRY RESISTANCE (FER)
SFBC 3603.2 (b)
MTL -1 6140
LARGE MISSILE IMPACT
SFBC PA 201 -94
SATISFACTORY
SI -00004
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+78.0 PSF
+60.0 PSF
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-78.0 PSF .
-60.0 PSF
Design Pressure Rating (Positive)
+60.0 PSF
Design Pressure Rating (Negative)
-60.0 PSF
PGTIVinvl Tech, Inc. ACCEPTANCE No.: 94- 0824.06
MUNTINS: None.
TEST
NOTICE OF ACCEPTANCE: — SPECIFIC CONDITIONS
REINFORCEMENT : None
ADDITIONAL DESCRIPTION : Equal leg type frame. Unit tested used interior sill height 1"
-2a-
APPROVED
RESULTS
EXPIRES : pine 30. 1998
Gil Diamond, P.E.
Supervisor
Product Control Division
PGT/Vin Tech. tnc.
ACCEPTANCE No. : 94 0824.06
APPROVED
EXPIRES ,dune 30._ 1798
NOTICE OF ACCEPTANCE. SPECIFIC CONDITIONS
INSTALLATION:
SCREWS AND M THOD OF ATTACHMENT:
SILL : 410 x 2" FH SMS at a max. of 6" from corners and 20" apart.
HEAD : #8 x 1 1/2" RH SMS at a max. of 6" from corners and 15" apart.
JAMBS: #8 x 1 1/2" RH SMS at a max. of 6" from corners and 21" apart.
Nate• Please see no a #11 Page 3
USE:
A copy of this approval as well as manuTacturer's installation instructions shall be provided to the
permit applicant by the manufacturer or his distributors and shall be available for inspections at
the jobsite at all time.
-2b-
•
•
_ Gil Diamond, P.E.
Supervisor
Product Control Division
vi \r.
PGTNinvl Tech, Inc. ACCEPTANCE No. : 94- 0824.06
• APPROVED
This approval applies to single unit applications only, as shown above.
Units with dimensions smaller than those shown above shall qualify under this approval.
Deviations are accepted only thru comparative analysis.
Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at
least 6 points on each leg with 3" or equivalent fasteners.
Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not
considered compatible shall be properly protected.
\A r
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
EXPIRES : June 30. 1998
-2c-
Gil Diamond, P.E.
Supervisor
Product Control Division
T cm'
c am" tz.. `J4
1
k
PT .
T . �c►C�' �' V "`
. )' pQLV Z? c I1I?� I
(TFf 1 /4 ¢ - TAlc..=b
+ c Fr-c=fM +E t 5 ir
R "4...)r)
•
4
f
0
J
0
L•.
METRODAp1E METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE FLAGLER SUfLDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Progressive Glass Technology
Vinyl Tech., Inc.
Venice, FL 34292
BUILDING CORE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DACE PLAGLER BUILDING
14Q WEST FI.AGLER MEET
MIAMI, FLORIDA 331304563
FAX (305} 3754108
Your application for Product Approval of
Series 6000 Alumina* Fixed Window
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with Mianei Testing Laboratory, Inc. test report No. MTL -14861 dated:
May 22, 1991 signed and sealed by John C Olson, P. E and Spencer Industries test report
No S1 -00001 dated: August 10, 1994 signed and sealed Ted G Yeasts, P. E
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the Specific Conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3 for glazed products.
This approval shall be valid for a period of four years. The Office of Code Compliance reserves
the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality
control testing. If this product or material fails to perform in the approved manner, the Code Compliance
Department may revoke; modify, or suspend the use of such product or material immediately. The Building
Code Compliance Department reserves the right to require retesting of this product or material should any
amendments to the South Florida Building Code be enacted affecting this product or material.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:94- 0824.04 (supersedes No.: 91-0703.7R)
Expires:05/31/95
roduct Control Division
Supervisor
THIS IS THE COiVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE CONLVI TTEE
This application for Product Approval has been reviewed by a Metrop a e ounty Wig
Code Compliance Department and approved by the Building Cin€R$tVEig,L
•• ", • +- - -_ tiai ..... 4.t f r*h hi-p,e f 114111 11 VIM
17E16 04
'�9 '�Jh�l
rr OT. L.Uw.
26 8
ems. �►-, J9od II � t ;I:113 62 : i r, . 1 r-,
Approved: 10/31/94
Prpgre,Gh s Technolog,X,
DESCRn'T N : UN 7'
MOD L ESIG (ATtO =
Series 6000 Alunnum Fixed Window
OVERALL SIZE
12' wide by 5' high by 2" deep
CONFIGQRAT ON , 0
VA
1
Building Code Compliance Dept,
Metropolitan Dadc County
- ACCEPTANCE No.: 94.0824.04
APPKOVED
O t
: 3 1 1994
EXP11ES :
NOTICE _OF ACCEPTANCIE.i_ P)vCif Di '1`IONS
ASSIGNEDACCE1
NCLI; NINGS
Impact Test PA 201
Cyclic Wind Pressure Test PA 203 -94
AAMA 141 -93 (F -C °
Dade County Approdal #94- 0824.04
Expires: May 31, 1495
No & S OF JIXED LIGHTS: One with an overall glass .ize of 119 114" by 59 114" high.
rELAZING MATEPJAL :- Dupont "Sentryglas" 3010 which is composed of a combination of .030" of
PVB (polyvinyl butyral), .010 PET (polyester ester terathane) and ta abrasion resistant coating with 118°
double strength astnealed glass.
'
GLAZING 'LHOD: Exterior glazed using a 1/16" thick silicone adhesive and extruded aluminum
d
glazing bead; a f�srh glazing tape used between glazing bead �"lass, bead Secured with No. 6 by 1"
h jamb; six No. 6 by 1" tek screws
tek screws and *ree No. 10 by 1 1/2" flat head wood screw in
and seven No. 14 x 1 Ill ' flat head wood screw in from head aa sill.
WEEPIIPLES4 None.
qoa t_1S9 'ON
tE 266E HL fl i lei =:- - eI c: daoJ Ob :9ti SE/E0/20
NCVNIJNS: Node
R.E,MPAC -0 i t None
H D STR C IC'1N; None -- Fixcd Glass.
Ql:1f� pqm •i I1
FRAIVI CON 't' tUCTIO - .060" wall thickness.2"
s.m.s. Extruded glazing bead secured 06 s.m.s., glazin
Progressive Glasn Technology
WATER RESISTANCE (PSF)
ASTM E547/E3 31
AIR INFILTRATION G 1.57 PSF
ASTM E283 (4.3/ CFM/Fr)
FORCED -ENT L 1 RESISTANCE (FER)
,,LARGE MISS E IMPACT
1 w.r.r w – • "Pt . A •
•, }��•����.�Tii �1��KfL�lY� h ? ° '{;� ,�.F. .:w ._...
Ot] • C AN •EIFI a DITIs NS
ADDITIO. Isli_SIWCRIPTIOlit Flange type frame.
TEST T EST LOAD
h 1
UNtORM STATIC AIR PRESSURE TEST +147,0 PSF
SFBC PA 202 -94 POSITIVE
UNIFORM STATIC AIR PRESSURE TEST -147.0 PSF
SFBC PA 202 -94 NEGATIVE
,2
ACCEPTANCE No.: 94- 0824.04 __..
APPROVED OCT 3 1 194
Ma 31._12
EXPIRES
Product Control Division
15.0 PSF
0.01 CFM/FT
N.R.
SATISFACTORY
St -00001
DESIGN LOAD
+98.0 PSF
.98.0 PSF
+100.0 PSF
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
CYCLIC WIND ASSURE TEST
SFBC PA 203 -94 d I4EGATI1/E
Design Pressure Iita4ng (Positive)
Design Pressure Rating (Negative
Progressive, Glass Tee rich_Asia
NOM
OF CEP
- 2a -
S WS AND OF TtA ArtE T
SILL : # 12 x 2 1 PH CP
HEADER: # 12 2 I2" FR 0'
+78.0 PSF +60.0 PSF
-78A PSF -60
4-60.0 PSF
-60.0 PSF
ACCEPTANCE No.: 94- 0824,04 �.
APPROVED OCT 3 1 1994
EXPIRES
SPE _ IFIC ONDITIONS
WS at a maximum of 6" from corner and 21"
WS at a maximum of 6" from corner and 21"
WS at a maximum of 6" from corner and 24"
May 31. 1995
47uGGo
8 "FSWCK
BARRY UNIVERSSIT'
46 4 - pt--A s5 t,o 11_.4
f4rrAat4 M
vane. Pito
‘00/ 40 s 11
1Z„
f.�,. 'txd. '3"4144?'r►'4,5
'"rArcoN r s )v. 44 . •
1: No 1'-
Y
a
4
SIAIE OF FLORIDA, COUNTY OF DADE
HE1:E3y COMFY that this is a true c y of t
®rlginalfiled ' o.yhis 'ice on
,A. O. 19
W ;MESS SS r :14 and Ofl:ciu! aal.
WA VC
By
CLERK, o � land County
D.C.
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 11=2136=000=0040
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in a6cordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: A portion of the SE 1/4 , of the NE 1/4
of Section 36, Township 52 South, Range 41 East of Dade County,Florida
2. Description of improvement: }''E LL `c ;NOD 1 - r c pt..)
4. Contractor's name and address: /1Ors S C o v Tit v'C.TC 8 ski I 0 ' Zo K go 7 Z 4,
PL04- •1/4r - n0 Ft.
Interest in property: Own er
Name and address of fee simple titleholder:
95R07'2073 1995 FEB 23 09:51
3.Ownet(s) name and address: Barry University 11300 NE 2nd Avenue Miami Shores, FL
33161
333 f $
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address: None
Amount of bond $
6. Lender's name and address: None
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address: G e o r e We .. Di ec o • f
11300 NE 2nd Avenue
by:
Notary Public
-; Print Notary's Name J/L „.faid,4- a-�-"�
My Commission Expires: Mae? S /f F
Miami Shores,
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified) September 30, 19 9 5
Barry University, Inc.
er
Print Owners Name Freddy Ulloa, Assoc VP
FL
Sworn to and subscribed before me this a 3 day of /Cede. ,197S .
33161
Prepared by: Freddy Ulloa
Barry University
Address: 11300 NE 2nd Av e
C M HE RYLBAIDAGE y Commles i Shores, FL 33161
ay. 08.19911
Bonded by HAI
800- 422 -1886
123.01.52 2193
Owner's Address
- PERMIT APPLIC / ATION FOR MIAMI SHORES VILLAGE
bnizic
f 130 0 ' Tax Folio y
Legal Description Hi
®�, ' storically Designated: Yes No
�.J
O w n e r / L e s s e e / T e n a n t 1 C � / (#4,,LAAHAA klailMaster P e r m i t # 7 1 4-9 3 75 /
Contracting Co. I Z t� /2
Qualifier
State # A 66 0
Municipal #
Address ac 7 ,Vw C 0 kL,
SS# - . Phone at ' - 3
Competency #
Address
Address
Phone
,Ins. Co.
Architect/Engineer
Bonding Company
Mortgagor Address
Permit Type (circle one):
WORK DESCRIPTION
Square Ft. Estimated Cost (value)
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
laws regulating construction and zoning. Furthermore, I authorize the above -named
Signature of owner and/or Condo President Date
Notary as to Owner and/or Condo President Date
My Commission Expires:
FEES: PERMIT
APPROVED:
Zoning
Mechanical
BUILDING
ELECTRICAL
PLUMBING MECHANICAL
Plumbing Engineering
ROOFING PAVING
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING; STGNS, POOLS, ROOFING -and MECHANICAL WORK.
e done in compliance with all . =b1e
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ture o Contractor or Owner-Build Date
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Notary as to Contractor or Owner- Builder Date
My Commis E xpire•
RY P( OFFICIAL NOTARY SEAL
O e (, SANDRA AA IWONTIEL
2 * COMMISSION NUMBER
w:�u Q CC401261
TA 4� MY COMMISSION •EXP. 0
� OP AUG. 17 1998 I i `
C.C.F. NOTARY c TOTAL DUE
Building Electrical
FENCE
SIGN
SYSTEM SIZING SUMMARY
System Name : BARRY UNIVERSITY 03 -29 -95
Location : Miami, Florida Block Load v2.10
Prepared By : TODD W. CAREY & ASSOC. Page 1 of 2
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TABLE 1. SIZING DATA
Total coil load =
Sensible coil load =
Total zone sensible=
Supply temperature =
Supply air (actual)=
Supply air (std) _
Ventilation air =
Direct exhaust air =
Reheat required =
Floor area (sqft)
Overall U -value
Vent air CFM /sqft
Vent air CFM /person
Heating coil load =
Ventilation load =
Total zone load
Ventilation airflow=
Supply airflow =
City
State
Data Source
Latitude
Elevation
= Miami
= Florida
= ASHRAE 1%
= 25.8 deg.
• 7.0 ft
SIZING SPECIFICATIONS
Supply
Ventilation
Exhaust
-- COOLING
63,697 BTU /hr
52,847 BTU /hr
46,942 BTU /hr
57.0 F
2,557 CFM
2,557 CFM
225 CFM
O CFM
O BTU /hr
1,889
0.106
0.12
15.00
TABLE 2. SIZING DATA. -- HEATING
TABLE 3. INPUT DATA -- WEATHER
13,992 BTU /hr
5,830 BTU /hr
8,161 BTU /hr
225 CFM
2,557 CFM
TABLE 4. INPUT DATA -- HVAC SYSTEM
System Type : Clg & Warm Air Htg
System Start 600
Duration 18 hrs
57.0 F
15.00 CFM /person
0 CFM
FAN
Configuration : Draw -Thru
Static Pressure : 1.50 in.
Load occurs @ Oct 1400
Outdoor Db /Wb = 86.6/ 74.9 F
Coil Conditions:
Entering Db /Wb = 75.1/ 63.9 F
Leaving Db /Wb = 56.0/ 55.5.F
Apparatus dewpoint= 55.0 F
Bypass factor = 0.050
Resulting zone RH = 53.5 %
Total coil load =
Sensible coil load =
SQFT /Ton =
Cooling BTU /hr /sqft =
Cooling CFM /sqft =
Heating BTU /hr /sqft =
Heating CFM /sqft =
Floor area (sqft) _
Overall U -value =
Vent air CFM /sqft =
Vent air CFM /person =
Summer dry -bulb = 91.0 F
Coincident wet -bulb= 77.0 F
Daily Range = 15.0 F
Winter dry -bulb = 44.0
Atmos. Clear. Num. = 0.90
THERMOSTAT SETPOINTS
Cooling (Occ) 74.0 F
Cooling (Unocc) : 74.0 F
Heating • • 68.0 F
FACTORS
Coil Bypass 0.050
Safety (Sens) 0 %
Safety (Latent) : 0 %
Heating Safety 0 %
RETURN AIR PLENUM : N
5.31 Ton
4.40 Ton
355.87
33.72
1.35
7.41
1.35
1,889
0.106
0.12
15.00
SYSTEM SIZING SUMMARY '
System Name : BARRY UNIVERSITY 03 -29 -95
Location : Miami, Florida Block Load v2.10
Prepared By TODD W. CAREY & ASSOC. Page 2 of 2
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TABLE 5. TOP TEN COOLING COIL LOADS
1) Oct /1400
2) Nov /1400
3) Oct /1300
4) Nov /1300
5) Oct /1500
TABLE 6. ZONE SIZING DATA
Zone Name
Time
BARRY UNIVERSITY
Sensible
Ton
4.40
4.41
4.39
4.39
4.28
47,741
Total
Ton
5.31
5.30
5.29
5.27
5.19
Maximum Design
Cooling Airflow
Sensible Rate
(BTU /hr) (CFM)
Time
6) Sept /1400
7) Nov /1500
8) Sept /1300
9) Oct /1200
10) Nov /1200
Design
Time
2,601 @ Nov 1300
Sensible
Ton
4.24
4.29
4.23
4.25
4.25,
Maximum
Heating
Load
(BTU /hr)
8,161
Total
Ton
5.18
5..18
5.17
5.16
5.14
Design
Flow
Rate
(CFM)
DETAILED SYSTEM LOAD REPORT
System Name : BARRY UNIVERSITY 03 -29 -95
Location : Miami, Florida Block Load v2.10
Prepared By : TODD W. CAREY & ASSOC. Page 1 of 1
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TABLE 1. LOAD COMPONENT SUMMARY for Oct 1400 ( 86.6/ 74.9 F)
Load Component
Solar Loads
Wall Transmission
Roof Transmission
Glass Transmission
Skylight Transmission
Partitions
Lighting
Other Electric
People
Infiltration
Miscellaneous
Slab
Pulldown /Warm -up
Safety Factor
Total Zone Loads
Ventilation Load
Supply Fan Load
Plenum Load Thru Wall
Plenum Load Thru Roof
Plenum Load - Lights
Reheat Load
Total Coil Loads
TABLE 2. WALL AND GLASS BREAKDOWN
Component
Walls : NE
E
SE
S
SW
w
NW
N
Glass : NE
E
SE
S
SW
W
Details
90 sqft
1,078 sqft
1,889 sqft
90 sqft
0 sqft
240 sqft
2.00 W /sqft
1.59 W /sqft
15 people
0 sqft
0/ 0/ 0 %
225 CFM
2,557 CFM
0 %
0
0 %
0
0 %
0
Design Cooling Loads
Sensible Latent
(BTU /hr) (BTU /hr)
10,024 -
3,487 -
4,429 -
923 -
0
345 -
11,467 -
9,639 -
3,628 4,050
O 0
3,000 0
0
3,061
2,844
0
0
0
0
O 0
46,942 4,050
6,800
Design
Heating
(BTU/hr)
3,622
1,904
2,246
0
389
0
0
0
8,161
5,830
52,847 10,850 13,992
Total Cooling Cooling Heating
Net Area Transmission Solar-Load Transmission
(sqft) , (BTU /hr) (BTU /hr) (BTU /hr)
O 0 - 0
240 1,106 - 806
O 0 - 0
278 1,616 - 934
O 0 - 0
O 0 - 0
O 0 - 0
560 765 - 1,882
O 0 0 0
O 0 0 0
O 0 0 0
90 923 10,024 2,246
O 0 0 0
O 0 0 0
DETAILED ZONE LOAD REPORT
System Name : BARRY UNIVERSITY 03 -29 -95
Location : Miami, Florida Block Load v2.10
Prepared By : TODD W. CAREY & ASSOC. Page 1 of 1
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TABLE 1. GENERAL INFORMATION
TABLE 2. ZONE LOAD COMPONENT SUMMARY
Load Component
Solar Loads
Wall Transmission
Roof Transmission
Glass Transmission
Skylight Transmission
Partitions
Lighting
Other Electric
People
Infiltration
Miscellaneous
Slab
Pulldown /Warm -up
Safety Factor
Total Zone Loads
TABLE 3. ZONE WALL AND GLASS BREAKDOWN
Component
Walls : NE
E
SE
S
SW
w
NW
N
Glass : NE
E
SE
S
SW
W
Zone Name : BARRY UNIVERSITY
System Name : BARRY UNIVERSITY
Design load @ Nov 1300
Db /Wb temp. : 82.4/ 73.5 F
Details
90 sqft
1,078 sqft
1,889 sqft
90 sqft
0 sqft
240 sqft
2.00 W /sqft
1.59 W /sqft
15 people
0 sqft
0/ 0 %
Design Cooling Loads
Sensible
(BTU/hr)
13,346
2,625
3,329
550
0•
345
11,363
9,596
3,587
0
3,000
0
0
Design
Heating
(BTU /hr)
3, 622 .
1,904
2,246
0
389
0
0
0
47,741 8,161
Total Cooling Cooling Heating
Net Area Transmission Solar Load Transmission
(sqft) (BTU /hr) (BTU /hr) (BTU /hr)
O 0 6 - 0
240 941 - 806
O 0 - 0
278 1,400 - 934
0 0 - 0
O 0 - 0
O 0 - 0
560 283 - 1,882
O 0 0 0.
O 0 0 0
O 0 0 0
90 550 13,346 2,246
O 0 0 0
O 0 0 0