WS-07-1275Inspection 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: 212 98 Street NE
Miami Shores, FL 33138-2408
Project: <NONE>
Contractor: ZARA INC
Permit Type: Windows/Shutters
Inspection Type: Final
ei;•0000 Work Classification: Door Replacement
Block:
Phone Number
Parcel Number1132060134210-212
Lot:
Phone: 305-856-6123
Building Department Comments
REPLACE DOOR
ALS
0 2 21107
Passed 1r
Inspector Comments
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
di\
Miami Shores Village �
Building Department �
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING D ET Permit No.C5
__IZ,
PERMIT APPLICATION JUN 1 8 ?I101 aster Permit No.
FBC 2004
BY: ..L":7.. .e...a.m.o
Permit Type (circle) / Bu' ing Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple eholder) 7800 NE 210 AV'E LT/ Phone # 3d)5" x'3'6 6627
Owner's Address ��� We t%9 $ r /1(1)5-
City / ,LT kL EAR State FLo/ZYM Zip 3 3 m 2. .
TenantfLessee Name Phone #
Job Address (where the work is being done) 2/2 //E 9 p Sr.
City Miami Shores Village County Miami -Dade Zip ?3/3:.
FOLIO / PARCEL # 32- 06• 0)13-21210.
Is Building Historically Designated YES NO
Contractor's Company Name 2 A'2A J7/C,
Phone # 305 8 5- 6/Z3
Contractor's Address «a $ W /8 / e rice
City /4.47.71-441" State FL. Zip
Qualifier Name 70/1.6€ AGO Z-3 Phone #
State Certificate or Registration No. C(e- O9 3 c6 / -7 Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
/v/A-
Type of Work: DAddition []Alteration
Describe Work:
Phone #
frA.
Square / Linear Footage Of Work:
['New
Irk Repair/Replace
D Demolition
***************************************F * * *** * ** * * * *** **** *sir *** * *** *** * ** * * * ** *** * **
l�oJ.
Notary $ Training/Education Fee $ 2.O
Scanning $ ( . 00 Radon $
Submittal Fee $
Permit Fee $
Bond $ Code Enforcement $
DPBR $
CCF $ T (CO CO /CC
Technology Fee $ 21S-
Zoning $
Double Fee $
UL 2 4 PAID
Structural Review. $ Total Fee Now Due $ 1 1 q - S S . t3
See Reverse side -+
Bonding Company's Name (if applicable)
Bonding Company's Address J "
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 v ue exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law (,rochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of co i encement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued the absence of su posted notice, the
inspection will not be approved and a reinspection fee will be. hanged
Signature
'Owner or Agent
The foregoing instrument was acknowledged before me this /`f
day of ZI i �_ , 200) , by f & . �� Q ,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print .fir =,: '� �•'. r 23 x;23143
p My Commission Expires:'°"' Banded Trey • mamma, i. z .7B1e
APPLICATION APPROVED BY:
(Revised 02/08/06)
Signature
Contractor
The foregoing instrument was acknowledged before me this /4
day o ,20 01, by
w perserrigry known to me o who has produced
en fication and who did take an oath.
NOT LIC:
05149, Samantha A, McCann
Sign:
Print.
Commission 0 DD 79
My Commission Expires:
7
Plans Examiner
Engineer
Zoning
SNOIIV 1f1J3a ONV 33111E1 ALNl00 aNV 31V1S
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12- 64
Qbv �
MM I� DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Jeld -Wen, Inc.
31725 Highway 97 North.
Chiloquin, OR 97624
SCOPE:
This NOA is being
The documentation
by the Board of Rule
the Authority Hayu g s
This NOA shall 'ration date stated below. The Miami-Dade County Product Control
Division (In Miamn %e lC g ) an o the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material teed fo lity assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the 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 Doatrs • • • • • • • • • •
• APPROVAL DOCUMENT: Drawing No. DC9921, titled "Outswing Opaque Insulated Steel rSouble Qer tp • •
Wood Frame ", sheets 1 through 6 of 6, prepared by R.W. Consulting, Inc., dated 9/25/00 vviiti 2gyision No: .1 dated • •
10/14/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice vfakcceptarece 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 logo, pity Mate and •
•
following statement: "Miami -Dade County Product Control Approved ", unless otherwise n®tedhQrein. • • • • •
•
RENEWAL of this NOA shall be considered after a renewal application has been filed and theehas been no• •
change in the applicable building code negatively affecting the performance of this product.• • • • • • a •
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.
j,ow JAN
MIAMI -I AB
METRO -D
140 WEST FLAG
M
(305) 375-
ble rules and regulations governing the use of c
viewed by Miami -Dade County Product Control
) to be used in Miami Dade County and other ar
NOA No 02- 1022.14
Expiration Date: December 02, 2007
Approval Date: December 19, 2002
Page 1
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. CALCULATIONS
Submitted under NOA No. 99- 0624.05
•...
•
• • • ••••
• ..
.. •
1. Anchor Calculations dated 03- 29 -99, prepared, signed and sealed •1 jl14lark
Fetherman, P.E.
• •
..•.
• • •
.• •
•
D. MATERIAL CERTIFICATIONS
•
.. •
1. Tensile Test report No. CTL99007 dated April. 06, 1999, issued y Oertifie�l • ° • • •
k
Testing Laboratories Inc., for steel samples tested per ASTM E8:46; iggned and'
•
2. Test reports No. J9906660 -001 for "Surface burning characteristk.C'pir ASTM• • •
E -84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April•'
8, 1999, issued by Intertek Testing Services.
sealed by Ramesh Patel, P.E.
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
J
Manuel P
Product Control • r 1. 'I er
NOA No 02- 1022.14
Expiration Date: December 02, 2007
Approval Date: December 19, 2002
1'
JELD -WEN® STEEL
OUTSWING OPAQUE DOUBLE DOOR
WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES
GENERAL NOTES
1. THIS PRODUCT 15 DESIGNED TO MEET THE SOUTH
FLORIDA BUILDING CODE 1994 EDITION 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 LISTED AS
SPACED AS SHOWN ON DETAILS. ANCHOR
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL FINISH OR STUCCO.
4. IMPACT RESISTANT SHUTTERS NOT REQUIRED.
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS:
- FOR 68" WOOD FRAMES; SEE TABLE THIS SHEET
- FOR B'0" W000 FRAMES; SEE TABLE THIS SHEET
6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS
OTHERWISE SHOWN.
OUTSWING INSULATED STEEL DOOR
(Common to all frame conditions)
Door Leaf Construction:
Foca sheets* 24 ga. (0.0201 minimum thickness,
GOlvanized steel A -525 commercial quality - AK00
per ASTM 620 with yield strength Fy(min.) =24,800 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
reinforcement.
O.A. MAX. FRAME WIDTH 74 -1/2"
0. A. MAX. FRAME HEIGHT 81 -3/8"
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
COMMON (GENERAL NOTES. TYPICAL ELEVATION)
2
DOUBLE 611' 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"
GIIN
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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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R OU REMENT IS 666060
RE4 REMEN E IS I NOT NEFOE0
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Mind Dade Product
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DATE: 9/25/00
SCALE: N.T.S.
DWG 80 TJH
696. By: RW
ORO NO NO.:
DC9921
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ANCHOR LOCATIQNS
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VIEWED FROM EXTERIOR
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SHEET 2 OF 6
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Anchors Typical Opposite Jamb
6"
ANCHOR LOCATIQNT1
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(813) 684 -3831
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DATE: 9/25/00
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DRAWING NO.:
DC9921
SHEET 3 co 6
0. A. MAX. FRAME WIDTH 74.5"
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1.15" MIN. EMB.
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INTERIOR
4
1 -3/4"
4
EXTERIOR
MIN.
(T1'P. INSTALLATION INTO
2X WOOD BUCK) j
NOTE: 1s
36.0" MAX. WIDTH
ACTIVE PANEL
36.75" MAX. WIDTH
W /ASTRAGAL
ACTIVE PANEL W/ ASTRAGAL
•• ••• • • • • • ••
Hb•RIZ�i NNL; `RO �S• 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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TYP. INSTALLATION
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DWG. BY: TJH
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DRAWING NO.:
DC9921
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SNEEf 4 OF 6
O. A. MAX. PANEL HEIGHT 96° (8'0 MODEL)
O. A. MAX. PANEL HEIGHT 80' (6'8 MODEL)
n
4 9/16"
4
4
1,75" -
1,15" rain, er1b,
1,0"
O. A. MAX. FRAME HEIGHT 97 -3/8° (8'0 MODEL)
0. A. MAX. FRAME HEIGHT 81 -3/8° (6'8 MODEL)
WOOD OR
MASONRY
SUBSTRATE
(TYPICAL) -
#8 PFH WS IN WOOD
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• • • • • •
• • • • • ••
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ITEM
DESCRIPTION
1
N/A
2
Hinge jamb (1 -1/4" x 4 -1/2" Wood Jamb) - PINE
3
Head 'amb ( 1 -1/4" x 4 -112" Wood Jamb ) - PINE
4
4° x 4' butt hinges 12ga.(.097°) 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 # 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 Q -Lon 00S 650
14
Extruded Aluminum Astragal (Imperial # ANH)
15
#9 x 1" PFH wood screw
16
Face sheet 24ga.(.020 thk.min)galv.steel A -525 Fy= 24,600 psi.
17
N/A
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
Astra al Throw Bolt Steel .31" diameter 19.25" long_
23
N A
24
N/A
25
N/A
26
Astragal Reinforcement Plate - located tog and bottom of
Astragal (1.125" wide x 18.0" long X .060' thick steel
Attached with 8- #6 x 1" PFH Wood Screw
27
Kwikset titan series lock # 200
28
Kwikset titan series deadbolt # 600
29
#8 X 1 -1/2" PFH WS
30
Masonry wall
31
2x wood buck
32
Expanded Polystyrene (1.0 to 1.25 Ib. Density)
DYLITE MFG. BY JELD -WEN
33
1/4" max. shim space
34
Wood lock reinforcement (1.67" x 2.75" x 11.875 ")
MI
SUBSTRATE (MIN. 1.15" EMB.)
• *•
FOR:M$01trRY:SUBSTRATE (MIN. 1.25" EMB.)
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NOTE:
1. 6'8 DOOR LATCH LOCATED AT
2. 6'8 DOOR DEADBOLT LOCATED
3. 8'0 DOOR LATCH LOCATED AT
4. 8'0 DOOR DEADBOLT LOCATED
36.0" FROM BOTTOM OF
AT 41.5" FROM BOTTOM
36.0" FROM BOTTOM OF
AT 48.0" FROM BOTTOM
MAX. PANEL WIDTH 36.0'
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DATE: 9/25/00
SCALE: N.T.S.
0W6. BY: TJH
CHIC. er: RW
DRAWING NO.:
DC9921
SHEET 6 of 6