WS-07-1276Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 08/01/2007
Inspector: Grande, Claudio
Owner: , 7800 NE 2ND AVE LTD
Job Address: 214 98 Street NE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: ZARA INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Block:
Phone Number
Parcel Number1132060134210 -214
Lot:
Phone: 305- 856 -6123
Building Department Comments
REPLACE DOOR AT REAR EXIT
Inspector Comments
Passed ,!
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Tuesday, July 31, 2007
Page 1 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING OZi
VOOei
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
B?:
Permit No. 14So -7 'E7G
Master Permit No.
Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple ° a older) 786)01✓E 211) A-VE. LTD. Phone # RP 5-- 53"6 662 7.
Owner's Address j/q &fe4 «9 Sf //''-
City HTALEAd State PLOa 404.
Tenant/Lessee Name
zip 330(2.
Job Address (where the work is being done) 2/4/ NF 9 8 S7
Phone #
City Miami Shores Village County Miami -Dade Zip 3.3/38.
FOLIO / PARCEL # // 3 Z r ® - P/3- «ZId) .
Is Building Historically Designated YES NO
Contractor's Company Name A x7Ve.
Contractor's Address (I•Zt SW /F J rivce.
City AV/MI State PL .
Qualifier Name TO/Lac -g4 eO.2-
Phone # 30.5" QS-6 6X23.
Zip
Phone # 186 «It 7653
State Certificate or Registration No. CGd AD 35-6 7. Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work: ['Addition DAlteration
Describe Work:
Phone #
,/v/A
Square / Linear Footage Of Work:
DNew
Repair/Replace ❑ Demolition
** **** * * * * ** ***********************Fees********** * * **** * ** * * * ** * * * ** **** * * * * * ** *
Submittal Fee $ Permit Fee $ L G CCF $
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
CO /CC
Bond $ Code Enforcement $ Double Fee $
Structural Review. $
Total Fee Now Due $ 1��� ����
See Reverse side ---> J -5
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State / Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: 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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc. ent must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the '..sence of such posted notice, the
inspection will not be approved and a pection fee will be charged
' ontractor
cknowledged s efor-; e this
0
Owner or Agent
The foregoing instrument was acknowledged before me this / f
Signature
The foregoing instrument was
day of Ova C , 206, , by i/,_4- e��-- 9, 4, day of
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission E ues °' P�;.g4 Expi April 23, 2010
xP To*eau mswarce,root 800.385 -7079 My Commission Expires: 08 /.3a-1/0
20
Pe'
s
own to me who has produced
as identification and who did take an oath.
{ a Eaxmpraanet Ahya g j s t . p pc5Cn7n 8 2�
a ly kn
NOT
Sign:
royFan 400994 1M: '
APPLICATION APPROVED BY:
(Revised 02/08/06)
Plans Examiner
Engineer
Zoning
srvollvino3d ()NV
JLNn00 ONV 31djs
- 1VE13Q3d i1V 1-111M NVI1d0100 01103f ens
1 �I
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MIAMI•
BUILDING
PRODUCT
NOTIC
Jeld -Wen,
31725 Hig
Chiloquin
SCOPE:
This NOA
The docurn
by the Bo
the Authori
AR _,UN 8 2?
CA c� C
CD I
I D
D
Tr
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x:75 -2 0
08
(305) 375 -2 °
° 17 M
Inc.
hway 97 North.
WITH ALL FEDEgiAg
,
S AND REGULA r3„
a.5
cores V
OR 97624
is being issued uncle � a plicable rules and regulations governing the use of co :
: n
nals °
°
entatio , eii ,.- -i 'reviewed by Miami -Dade County Product Control pi I
I •s =
=•lte4 m
m
This NOA shall not
Division (In Mia
have this product
the accepted
revoke, modify, o
iration date stated below. The Miami -Dade County Product Control
e AHJ (in areas other than Miami Dade County) reserve the right to
lity assurance purposes. If this product or material fails to perform in
d '- uF',cturer w 11 incur the expense of such testing and the AHJ may immediately
i - =he use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series Jeld -Wen® Steel W/E Outswing Opaque Insulated Steel DoPrs. • . • •••• • .
APPROVAL DOCUMENT: Drawing No. DC9921, titled "Outswin g Opaque Insulatedeit41, bauble JiQ;in
• •
Wood Frame ", sheets 1 through 6 of 6, prepared by R.W. Consulting, Inc., dated 9/25/00 with sowision No: 1 dated. •
10/14/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice ahAcceptance Number • •
and expiration date by the Miami -Dade County Product Control Division. • •••• •
MISSILE IMPACT RATING: Large and Small Missile Impact • •
•. .
• • • • •
.... •. • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or log, etn state and.
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. •••••
RENEWAL of this NOA shall be considered after a renewal application has been filed aid tkeae has been no
change in the applicable building code negatively affecting the performance of this product • • • • •
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 00- 1003.04 and consists of this page 1 as well as approval document
mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02- 1022.14
Expiration Date: December 02, 2007
Approval Date: December 19, 2002
Page I
•
.•
•
Jeld -Wen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. DC9921, titled "Outswing Opaque Insulated Steel Double Door in
Wood Frame ", sheets 1 through 6 of 6, dated 9/25/00 with revision No. 1 dated
10/14/02, prepared by R.W. Consulting, Inc.
B. TESTS
Submitted under NOA No. 99- 0624.05
1. Test reports on 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
4) Large Missile Impact Test, per TAS 201 -94
5) Cyclic Loading Test, per TAS 203 -94
6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94
along with manufacturer's parts and section drawings marked up by Certified
Testing Laboratories Inc., Test Report No. CTLA- 395W -1 dated 05- 07 -98,
signed and sealed by Ramesh Patel, P.E.
C.
D.
CALCULATIONS • •
Submitted under NOA No. 99- 0624.05
1. Anchor Calculations dated 03- 29 -99, prepared, signed and sealed Bark • •
Fetherman, P.E. �"
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MATERIAL CERTIFICATIONS
•
• • •
••••
•
•• •
1. Tensile Test report No. CTL99007 dated April. 06, 1999, issued by'Certified• •
Testing Laboratories Inc., for steel samples tested per ASTM E �,•gned gr14,,
sealed by Ramesh Patel, P.E. • •
2. Test reports No. J9906660 -001 for "Surface burning characterissivs'' per ASFM •
E -84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated Aprils
8, 1999, issued by Intertek Testing Services.
• •
••••
E. STATEMENTS
None
F. OTHER
1. Notice of Acceptance No. 00- 1003.04, issued to Jeld -Wen, Inc. for their Series
"DoorCraft® Steel" Outswing Opaque W/E Residential Insulated Steel Double
Doors, approved on 01/11/01 and expiring on 12/02/02.
E -1
Manuel P
Product Control er
NOA No 02- 1022.14
Expiration Date: December 02, 2007
Approval Date: December 19, 2002
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JELD -WEN® STEEL
OUTSWING OPAQUE DOUBLE DOOR
WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO MEET 149 SOUTH
FLORIDA BUILDING CODE 1994 EDRION FOR
MIAMI —DADE COUNTY.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE
STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS USTED AS
SPACED AS SHOWN ON DETAILS. ANCHOR
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL FINISH OR STUCCO.
4. IMPACT RESISTANT SHUTTERS NOT REWIRED.
5. DESIGN PRESSURE 9811NG SHALL BE AS FOLLOWS:
— FOR 618` WOOD FRAMES; SEE TABLE THIS SHEET
— FOR 8'D WOOD FRAMES; SEE TABLE THIS SHEET
6. ALL DIMENSIONS ARE ONEN IN INCHES UNI FS4
OTHERWISE SHOWN.
OUTSWING INSULATED STEEL DOOR
(Common to oil frame conditions)
Door Leaf Construction:
Face sheets. 24 ga. (0.0201 minimum thickness,
Galvanized steel A -525 commercial quality — AKDO
per ASTM 620 with yield strength Fy(min.) =24,600 psi.
Core design: Expanded polystyrene with 1.0 to 1.25
lbs. density.
Construction: steel face sheets glued to expanded
polystyrene (EPS), with wood roils and Laminated
Veneered Lumber stiles and a wood lock block
tti reinforcement.
O.A. MAX. FRAME WIDTH 74 -1 /2"
\El
0
O
FRAME HEIGHT 81 -3/8"
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
COMMON (GENERAL NOTES, TYPICAL ELEVATION)
2
DOUBLE 6'8` WOOD FRAME (ANCHORS, ELEVATION)
3
DOUBLE 8'0" WOOD FRAME (ANCHORS, ELEVATION)
4
DOUBLE DOOR HORIZONTAL CROSS SECTIONS
5
DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS)
6
COMMON (DOOR MODELS, LOCK DETAILS)
6' -8" HEIGHT
O.A. MAX. FRAME WIDTH 74 -1/2"
A. MAX. FRAME HEIGHT 97 -3/8"
8' —O" HEIGHT
COLONIAL 6 PANEL DOOR
VIEWED FROM EXTERIOR
(SHOWN FOR CLARITY OF VIEW)
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Florida Balling
Date
NOM _
Miami thole BY
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SCALE N.T.S.
DWG. BY TJH
CNK. BY: RW
DRAWING No.:
DC9921
SHUT 1 or 6 J
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ANCHOR LOCATIOL S .; .•:
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6'8" 6 PANEL DOOR
VIEWED FROM EXTERIOR
(SHOWN FOR CLARITY OF VIEW)
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DATE: 9/25/00
SCALE: N.T.S.
DWG. BY TJH
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DRAWING NO.:
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SHEET 2 OF 6 J
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17 25' TYP
17' TYP.
17' TYP.
17' TYP.
Ell__. _L.
17' TYP.
"A „_ "A ".
Anchors Typical Opposite Jamb
6"
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ANCHOR LOCATIONS ; ••; •
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8'0" 6 PANEL DOOR
VIEWED FROM EXTERIOR
(SHOWN FOR CLARITY OF VIEW)
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CONSULTING
(813) 684 -3831
DATE 9/25/00
SCALE: N.T.S.
DWG. er: TJ H
eat er: RW
DRAWING NO.:
DC9921
SHEET 3 OF 6
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0. A. MAX. FRAME WIDTH 74.5"
d
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1.15" MIN. EMB.
J
INTERIOR
1 -3/4"
a
EXTERIOR
(TYP. INSTALLATION IN
2X WOOD BUCK)
NOTE: 1s
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36.0" MAX. WIDTH
ACTIVE PANEL
36.75" MAX. WIDTH
W /ASTRAGAL
ACTIVE PANEL W/ ASTRAGAL
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HC.RIZ+ : GR7I .SECTION
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1. 6'8 AND 8'0 ASTRAGAL #9 X 1" PFH WS MAX. 13" ON CENTER
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1 -1/4"
MIN.,
(TYP. INSTALLATION
INTO MASONRY) BUCK
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DRAN4NG NO.:
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SHEET 4 or 8
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O. A. MAX. PANEL HEIGHT 96' <8'0 MODEL)
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O. A. MAX. PANEL HEIGHT 80' <6'8 MODEL)
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0. A. MAX. FRAME HEIGHT 97 -3/8' (8'O MODEL)
0. A. MAX. FRAME HEIGHT 81 -3/8' (6'8 MODEL)
WOOD OR
MASONRY
SUBSTRATE
(TYPICAL) —
ITEM
DESCRIPTION
1
NA
2
Hinge jamb (1 -1/4" x 4 -1/2" Wood Jamb) — PINE
3
Head jamb ( 1 -1/4" x 4-1/2" Wood Jamb) — PINE
4
4" x 4" butt hinges 12ga.(. 97") C.R. STEEL
5
N/A
6
#9 X 1" PFH wood screw (hinge to frame)
7
#8 x 3" PFH wood screw
8
#10 x 2" PFH wood screw
9
1/4" tapcon (1 -1/4" into masonry)
ITW BUILDEX TAPCON (NOA # 96- 1226.03) or
ELCO TAPCON (NOA f 97- 0731.15)
10
N/A
11
N/A
12
Bumper threshold (1 -1 /4 "x 4 5/8 x 5/8" extruded alum.)
13
Compression weatherstrip Schlegel 0 —Lon ODS 650
14
Extruded Aluminum Astragal (Imperial # ANH)
15
#9 x 1" PFH wood screw
16
Face sheet 24go.(•020 thk.min)galv.steel A -525 Fy= 24,600 psi.
17
NJA
18
Top Rail (wood 1.67" x 1.042 ")
19
Bottom Rail (wood 1.067" x 1.065 ")
20
Side Stile (wood 1.067" x 1.042" laminated veneer lumber)
21
Wood lock reinforcement (1.67" x 2.75" x 4.75 ")
22
Astragal Throw Bolt ( Steel .31" diameter 19.25" long)
23
N/A
24
N/A
25
N/A
26
Astragal Reinforcement Plate — located top and bottom of
Astragal (1.125" wide x 18.0" tong X .060" thick steel
Attached with 8— #6 x 1" PFH Wood Screw
27 I
Kwikset titan series lock ij 200
28
Kwikset titan series deadbolt # 600
29
#8 X 1 -1/2" PFH WS
30
Mason watt
31
2x wood buck
32
Expanded Polystyrene (1.0 to 1.25 Ib. Density)
DYL1TE MFG. BY JELD- -WEN
33
1/4" max. shim space
34
Wood lock reinforcement (1.67" x 2.75" x 11.875 ")
• #8•PFH WS !rJ W9,001•SUBSTROTE (MMN. 1.15" EMB.)
OR. • • • • • • c • •
•• TirCQN •TYFILeitJCHQR FIR itir•90N! :UBSTRATE (MIN. 1.25" EMB.)
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DATE: 9/25/00
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CNN. BY: RW
OFAXANE NO.:
DC9921
SHerr 5 or 6
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MAX. PANEL WIDTH 36.0'
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NOTE:
1. 6'8 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL.
2. 6'8 DOOR DEADBOLT LOCATED AT 41.5" FROM BOTTOM OF PANEL.
3. 8'0 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. • • • • • • • • • • • •
4. 8'0 DOOR DEADBOLT LOCATED AT 48.0" FROM BOTTOM OF PAR.
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DOOR MODELS (FLUSH and EMBOSSED)
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DRAM NG ND.:
DC9921
SHEET 6 or 6 /
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COUNTY PROPERT Y
FOLIO 11- 32- 06- 013- 4210
CO -USE 11 / RETAIL OUTLET
ZONING 61 / COMMERCIAL NGHBD
ST -USE 11 / ONE STORY STORE
PADDR 9723 / NE/ 2 / AV
PCITY MIAMI SHORES
SUBDV MIAMI SHORES SEC 1 AMD
LIEN? TAX CRT? LIS PEND?
PZIP CD 33138- 2310
UPDATE 04/24/07
LAST
FIRST
OTHER
R NAI4
AL.
OADDR 419 /W/ 49TH /ST /'
OCITY HIALEAH FL OZIP CD 33012- 3655
COMPANY 7800 NE 2ND AVE LTD
FRONT FT
LND SQFT
$/LANDSF
DEPTH FT
12,350 LND ACRE
$ 25.00 $ /ADJSF
LAND INFORMATION
LOT 10,11 BLOCK 31
0.28 WATERFRONT
$ 32.990 $/TOTLSF $ 32.99
PBK -PG 10 -70
OR BK -PG
AV RATIO 0.45
ADJSQFT 9,459
BEDROOMS
BUILDING IN.FORIVIATION
TOTSQFT 9,459 NUM UNITS
BATHRMS HALF BATHS
YEAR BLT 1948
NUM FLRS 1
LEGAL DESCRIPTION
1 MIAMI SHORES SEC 1 AMD PB 10 -70
2 LOTS 10 & 11 BLK 31
3 LOT SIZE 95.000 X 130
OR 17437 - 13781196 4 (2)
5
6 WALTER W MARQUIS
TAX & ASSESSMENT INF ORMA I
JN
ASSESSMENTS (2006)
$ 345,800 Water
$ 348,430 Road
$ 694,230
$ 500,636
26.92
DISTRICTS
Land
Impry
Total
Prev
MillRt
EXEMPTIONS
N Homestd N
N Veteran N
Sewer N Exempt N
Light N School N
Markt Val $694,230
Widow N
Disabld N
Senior N
Exmpt
NonEx $ 694,230
AUTHORITY / TAX AMOUNT(2006)
COUNTY TAX $ 12,367
CITY TAX $ 6,322
MISC TAX
GROSS TAX
PREV TAX
$ 18,688
$ 13,799
TAX PAYMENT 1NFORMA.T'CM
PAY DATE
#1 12/07/06
#2
#3
#4
#5
#6
AMOUNT PAYMENT DESCRIPTION TOTAL PAID
$ 17940.930 FULL RE PAYMENT $ 17,940.93
BALANCE DUE
$ 0.00,
TOTAL TAX DELINQUENT
DEED RECORDED
CURR 11/07/96 11/22/96
PREV 11/01/88 11/01/88
EARL 06/01/88
PRICE
$ 312,000
$ 340,000
ALES INFORMATION
D -TYPE OR BK -BG
17437 -1378
13904 -2796
13720 -2640
SRC S -TYPE & DESCRIIPTION
M / ESTATE&PROBAT
C 4 /ESTATE &PROBA'
C 1 / GOOD SALE
MLS
MLS#
... .......................
TORY
BROKER
TOAGE INFORIVIATION
MORT - DATE
AMOUNT
MORTGAGE COMPANY
M -TYPE & DESCRIPTION
A/C 4 / CENT A/C C
PATIO
OTHER
EXTRA FEAT "U1
CPORT
POOL
DOCK
FENCE
�`Informativri not warranted': Information °'herein is from made Conte* *'
Tax Rolls. MI:S?subscr hers are not responsible f
acy.
06/14/07