WS-09-1682MI
ox.s
Loco) 1012401
L5a u�t01�°I
( ra..94A
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle
Job Address (where the work is being done) /b 0 M 1✓ q(p`-
City Miami Shores Village County Miami -
Is Building Historically Designated YES NO
Contractor's Company Name /eRg e O) A7 f7U /2t 5 e s
Contractor's Address 54,049- - tr(4) / (o l ST
City e (,( 11401 gn(S State ,�` •
Qualifier •roAti/ el tt ea
Architect/Engineer's Name (if applicable)
$ Value of Work For this Permit 1 5 ja0
Type of Work:
Describe Work:
❑Addition
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
aT
ade
Phone #
Code Enforcement $ Structural Plan Review. $
�p(Jtit� eF Fee
Total Fee Now Due $ 10341
(Continued on opposite side)
Master Permit No.
Electrical Plumbing Mechanical Roofmg
Owner's Name (Fee Simple Titleholder) 4RA A// .TAD ALLA - Phone # l to C'S = l to ? (p
Owner's Address ID f) /}/ 96 -$7- .
City fr(l ,g M t 614-0 e..Es State Flo 44 DA Zip 3313
Tenant/Lessee Name Phone #
Phone #
Zip 373 / a .
Zip 33 t7 l
State Certificate or Registration No. - C ( S0 ` t �- (, Certificate of Competency No.
Square Footage Of Work:
❑Al ['New ❑ Repair/Replace ❑ Demolition
tPW M�cSt' -a -' / NS7 LL. � Nl� b cL 01
****************************F
Submittal Feel 50. Permit Fee $ / J Oa CCF $ a • CO /CC
Notary $ cc r - - Training/Education Fee $ 0- Technology Fee $ 3'
Scanning $ 1pG•� Radon $ Zoning Bond $
OCT mmemnwrEN,
it 1 1009 IN
B Y:
)48
(02341600 l we •
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 commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection w+ not be approved and a reinspection fee will be charged.
Own's r Agent
Y `
The foregoing instrument was acknowledged before me this 1/
day of � b 9, by
who is personally known to me or who has produced r'/ • j,�.
My Commission Expires:
* * * * * * * * * * * * * * * * * **
* * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 05/13/03
As identification and who did take an oath.
e
NOTAR 'UBLIC:
Sign. /
Print: kr e,
Contractor
The foregoing instrument was acknowledged before me this, iJ "
day of 20 67, by PL J e . L i
who is personally known to me or who has produced
as identification and who did take an oath.
My Commission Expires:
* * * * * * * * * * * * * * * * * * * * **
MY COMMISSION # DD 533783
EXPIRES: March 282010
Bonded Thor Ur OS
* * * * * * * * * * * * * ** * * * **
�/� - te'!
* * * * * * * * * * **
ctis 04\ SIMONE BELLMAS
MY COMMISSION # DD 5337
7. rderwr `oas.,,
Plans Examiner
Engineer
Zoning
* **
Inspection Number: INSP- 131536 Permit Number: WS -10 -09 -1682
Scheduled Inspection Date: September 07, 2010
Inspector: Bruhn, Norman
Owner: JADALLAH, AMANI
Job Address: 100 NE 96 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: RECOL INC
Building Department Comments
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 131446. Doors must be properly
labeled with glass sizes. NB
do
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
INSTALL NEW IMPACT DOUBLES SLIDING GLASS
DOORS
6/17/2010- Permit extended 60 days.
9/1/10 permit extended as per NB approval.
September 03, 2010
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1132060132700
Phone: (305)688 -8687
Page 3 of 35
JUN - 11 - 2010 FRI 08:56 AM
_ �� } E U MINUM PRODUCTS
- i sflE t, � ��f E it
� l 16I ��� � n. '�(.!
$ 51)11)V lr ��10'A s �' !{ L 4 ` ' `� � 1! } �} � I z,ZiP ■ a z� e
b iJ'� oe cka'' O ,d 3O f "7" *
SrFp r SYt} �Eil' riNlfiit��� , "rti12zI!�'YcgkYi <YN�s
June 11 2010
To Miami Shores Village
10050 NE 2 Ave
Miami Shores, FL 33138
Attn: Norman Bruhn
RE: PERMIT NO. WS -1009 -1682
Please except this letter as a formal request to extend this permit for an additiona 60 days This will
allow the customer more time to choose and purchase shutters for the doors installed under this
permit.
Sincerely,
Antonio Requejo
Qualifier Recol Inc
JUN 1 A 2010
8- 86
15- 688 = 2224'.. e!- ail ;recoImazl @aol.conn
P. 002/002
. NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. W5- / b- p J- 16(2 -TAX -FOLIO NO. /1 3a Q (- 0 /3 7 0 o
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal sgription .7
0 f A
2. Description of improvement:
3. Owner(s) name and address:
Interest in property:
rty and street/address:
Name and address of fee simple titleholder:
4. Contractor's ame, address and phone number.
L- A
A D 20
end and Ofipref SElet
REBY CERTIFY tha' tfla la a
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number:
Amount of bond $
6. Lender's name and address: WITNES
7. Persons within the State of Florida designated b Owner upon whom notic =f
Section 713.13(1)(a)7., Florida Statutes, �'
Name, address and phone number:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's. Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement:
. uthorized Officer/Director /Partner /Manager
Print Name 0 61• 111 4 ; s i>..4-/—)--4 14 Print Name
Title/Office agatrOS,
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The foregoing i trument w,av z this J day of 5oft4.6' b Q, /
horized Officer/Director/Partner/Manager who s
By
1 11111 11 111 1 111 11111 11 111 1 1111 11 11
IF1.4 200 9R1 .13 a +"mss =5.
OR Bk 27109 F's 2383; (ips)
RECORDED 12/09/2009 12:21.45
HARVEY RUVIN, CLERK OF COURT
MIAMI -LADE COUNTY, FLORIDA
LAST F'AGE
Space above reserved for use of recording office
(the expiration date is 1 year from the date of recording unless a different date-is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
„Sig ras• f of Own - (
By E _Ait, A
Indivi wally, or ❑ as for
❑ Personally known, or ❑ produced the following type of identific
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I :declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
5,
MOTOR CIFUENTES
8600 SW 33 TERRACE. MIAMI, FLORIDA 33155
Winds Calculations
NESTOR J. CIFUENTES
Probational Engineer
License No 29450
CALCULATIONS COVER SHEET
NEW IMPACT GLASSS DOOR FOR
MR. AND MRS. JADALLAH
100 NE 96 STREET,MIAMI SHORES.FL
TABLE OF CONTENTS
•
• • • • • •• •
•
• • •
••
• • d • `4° • •• •
•gi trli Ei i
• • • •••
• • • • • •
•
•• •• • •
••• • • •
••• •••
• •
• •
• •
• ••
•
•
• •
•
• • •
•• ••
• •
1 -2
MOMVIR
NOV 0 4 2613g
BY �'eeeea ee••••AAAAA�
PE 29450
Miarnl Shores Viiiacl^
SUBJECT TO COMPLIANCE WITH ALL F ` :r '` P°=
STATE AND COUNTY RULES pr17
Calculated Parameters
6 ST, MIAMI SHORES, FL,)
Type of Structure
Calculated Parameters
Height/Least Horizontal Dim
L 021
1 No
Flexible Structure
Description: NEW DOORS (MR. JADALLAH
Analysis by: NESTOR CIFUENTES
6 ST, MIAMI SHORES, FL,)
Calculated Parameters
importance Factor
; v ?'GU
_ - _
mph
�.rrr•cary? Fr, -.r. Re.!i::^.
Table 6-2
II
pha = 9.500
_ 900.000
C
Struc Nat Frequency (n1)
1
Hz
Slope of Roof
0.3
:12
0.105
1.2
=
1.000
Gated
Bm =
0.650
0.200
0.85
15.00
=
500.00ft
Ridge Height (RHt)
Epsilon =
0.200
Mean Roof Height (Ht)
Zmi =
15.00
ft
Description: NEW DOORS (MR. JADALLAH
Analysis by: NESTOR CIFUENTES
User Input Data
Structure Type
Building
_ - _
mph
Basic Wind Speed (V)
146
Struc Category (I, 11,111, or IV)
II
Exposure (B, C, or D)
C
Struc Nat Frequency (n1)
1
Hz
Slope of Roof
0.3
:12
Slope of Roof (Theta)
1.2
Deg
Tyne of Roof --,
Gated
Kd (Directonality Factor)
0.85
15.00
ft
Eave Height (Eht)
Ridge Height (RHt)
23.00
ft
Mean Roof Height (Ht)
10.90
ft
Width Perp. To Wind Dir (B)
68.10
ft
Width Paral. To Wind Dir (L)
52.40
ft
Gust1
Lm
Izm
Lim
Gust2
Copyright 2009
1ECAWiind Version 2.0.2.7
Detailed Wind Load Design (Method 2) per ASCE 7-05
Gust Factor Category!: Rigid c ctures - Simplified Method
'For rigid structures (Nat Freq > 1 Hz) use 0.85
Gust Factor Catego 11: Structures - Compfl
Zmin 15.00 ft
Cc • (331z)" 0.167 0.2281
l*(zm/33) "Epsiton 427.06 ft
( 11( 1+ 0. 631( MIn(B,L)+Ht)1i..zmy'0.63)) 0.9170
0.925* 1 +1.7°Iznt•3.4 *Q / 1 +1.7°3.4 °izm.) 0.8813
. J Since this is not a flexible structure the leer of Gust1 or Gust2 are e 0. 85:
FIa 6 Internal Pressure Coefficients for Buildiric s. Gcoi
nditio
Open Buildings
Partially Enclosed Buildings
Enclosed Buildings
Gust Factor Simmtary
.• ••• • •
100 NE
• • • •.
• • •
• • • •
•
•• ••• • • • • • ..
•• • • ... . .•
• • • • • • • • •
• • • • • • • • •
. • • • • •
• • • • . • . • .
• 'w.ft'e8terprises.com ..
• •• • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Max
0.00
0.55
0.18
Gcp
Max
0.00
-0.55
-0.18
Enclosed Buildings r.18 -0.18
0.851
10/3/2009
Page No. 1 of 2
Component
- --- -
Width
(ft)
span
(ft)
Area
(ft*2)
Zone
GCp
, nd Press (11bife2
_
Man Min
_ _
Max Min
DOORS
'-2"X6'-8"(8-OUTSVV1N c
6.17
6.68
41.22
4
0.80 -0.89
70.33 -76.77
'-2"X6 e
617
6.68
41.22
5
0.80 -1.08
70.33 :89.10
.
,
ECAVIlind Version 2.0.2.7,
Detailed Mind Load Design (Method 2) per ASCE 7-05
Fl ure 6-ji xtem pPressure Coefli
Loads on Components and Cladding for Buildings -- 60 ft
Copyright 2009
•
•
0 • 0 0 0 • •
•
• • • • •
• • •
•• 0 • 0 •• • • • • •
• • • • • 0 0 • • •
• • • • • 0 •
• • 0 0 0 • • •
• • • • • • • • •
1S •• • • • •• • •
• • • • 0 • 0 • •
• • •
• •
0 0 • • • 0 0 0 0 0 •
• • • • • • • • •
• 1 • • • • • • •
• 0 • • • • • • •
• • • •
• • uammtnca
a = 4.36 => I 4.36 ft
to receive a he! Screen
10/3/2009
Page No. 2 of 2
The following pages were
originally attached to plans
with the following permit
bUsO9---lbka
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS
2
VERTICAL CROSS SECTION & BILL OF MATERIAL
3
HORIZONTAL CROSS SECTIONS
4
ANCHORING LOCATIONS
5
COMPONENT DETAILS
6
UNIT COMPONENTS
TABLE ! DESIGN PRESSURE RATING
j/ /
APPROVED FOR USE WHERE
PROTECTION FOR WATER
INNFILTRATION IS REQUIRED
POSITIVE
+60.0 PSF
NEGATIVE
-60.0 PSF
%to- � = 225
JELDWEN® Steel
WOOD EDGE IMPACT GLAZED STEEL DOOR
6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT
UTILIZING COMPONENTS FROM ODL INC. AND
ENDURA PRODUCTS INC.
1
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT
FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE;
INCLUDING HVHZ AND HAS BEEN EVALUATED iN ACCORDANCE WITH THE
FOLLOWING:
TAS 201 -94
TAS 202 -94
TAS 203-94
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE i, PAGE 1.
5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY
HURRICANE ZONE (HVHZ)
6. PRODUCT DOES NOT REQUIRE SHUTTERS
RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions)
DOOR LEAF CONSTRUCTION:
Face sheets: 24 GA (0.021" min) thickness. Galvanized steel A -525
commercial quality AKDQ per ASTM 620 with average minimum yield
strength Fy(ave) =30627 psi.
Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density, by Jeld -Wen Inc.
Panel Construction: The active and inactive panels are constructed from 24 GA
(0.021" min) galvanized steel. The face sheets at top and bottom are bent 90° over
the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel
bottom rail measures 1.21" high x 1.688" wide. The sides of the face sheets are roll
formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The
interior cavity is filled with expanded polystyrene. The face sheets are glued to the
expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum lite
frame. Units are glazed with tempered and laminated impact 1" 1G. On double door
applications the inactive door is fitted with an extruded aluminum astragal of
6063 -T5 alloy, manufactured by Endure.
Frame Construction: The frames are constructed of fingerjointed pine jambs
measuring 4- 9/16" x 1-1/4". The head jambs are mortised and butt joined to
the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long
staples on each side. The threshhold is attached to the side jambs with
three (3) 16GA 7/16 " crown x 2" long staples on each side.
Glazing: ODL insulated lite is 1" overall thickness, consisting of one (1)
pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125"
annealed with .090" PVB interlayer by Solutia. All lites are sandwiched
glazed into the panels.
L
37 1/2" MAX.
FRAME WIDTH
35 3/4" MAX.
PANEL WIDTH
N
(0
SINGLE OUTSWINC UNIT (X)
SCALE. 1/2" =>' -
0)
21 1/8"
- MAX. -
D.LO.
INACTIVE
�j
1
0
0
21 1/8"
- MAX. -
D.L.O.
ACTIVE
0
-J
CI
N
OPP.
REF ASTRAGAL BOLT ITEM # 12
ALL DOOR MODELS ARE VIEWED
FROM THE INTERIOR SiDE
74" MAX. OVERALL
FRAME WIDTH
36 1/2" MAX.
PANEL WIDTH
W /ASTRAGAL
DOUBLE OUTSWINC UNIT (XX)
SCALE. >/2" =>' -O"
PRODUCT REVISED
cs Comp).yrig with the Florida
Building Code
Acsoptance No O ' -0
B � •d
IVtiatzti s . ,,- Product Control
Division
NIMESH BHAVSAR
FLORIDA P.E. NO. 56861
M
0!G ENOINMSNO sue'.:. INC.
AA. SOX 6°.
ORIANDA, FL 32858
FEE Ceedcat..SL. ictenlm Na. 26637
0
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0
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0
60
cE
La
J
z
w
m
c0
0
z
0
0
0
O
Ln
N
DATE: 2/5/08
w
a
0
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z
m
z
0
ec
scALE: AS NOTED
DWG. BY: EAG
OHK Iav S. SAFFELL
DRAWING NO.:
JW0509 -03
SHEEP 1 OF 6
Item
DESCRIPTION
Material
1
SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE)
PINE
2
HEAD JAMB (1 1/4"x 4 9/16' FINGERJOINTED PINE)
PINE
3
4" x 4" BUTT HINGE 12GA. (.089" MIN)
STEEL
4
#9 x 5/8 PHIWPS FLATHEAD WOOD SCREW
STEEL
5
18 PHIWPS HD SCREW WITH 1 1/2" MIN. EMBED.
STEEL
6
#10 X 1 1/2" PHIWPS FLATHEAD WOOD SCREW
STEEL
7
18 X 3" PHIWPS FLATEHEAD WOOD SCREW
STEE-
8
18X1" PHIWPS FLAT HEAD WOOD SCREW
STEEL
9
COMPRESSION WEATHERSTRIP (Q —LON QDS -650)
11
OUTSWING THRESHOLD (ENDURA)
(ALUM T6063 —T6)
ALUMINUM
12
ASTRAGAL THROW BOLT, STEEL ROD, 5/16" x 18"
STEEL
13
ASTRAGAL BOLT STRIKE PLATE LOCATED
ON HEAD JAMB
STEEL
14
16 Ga. 7/16" CROWN x 2" LONG STAPLES
STEEL
15
KWIKSET TITAN SERIES LOCK SERIES 400
16
KWIKSET TITAN SERIES DEADBOLT SERIES 780
17
ENDURA ULTIMATE HURRICANE ASTRAGAL
(ALUM 6063 —T6)
ALUMINUM
18
ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL
19
2x WOOD BUCK
WOOD
20
NON COMPRESSION SHIM
WOOD
21
DOW 995 SILICONE SEALANT
SILICONE
22
1" IMPACT 1G ASSEMBLY NOA 103- 0428 -02
GLASS
23
1/8" TEMPERED GLASS
GLASS
24 •
3/8" LAMINATED ANNEALED GLASS
GLASS
25
LOCK BLOCK (LVL x12" LG) '
LVL
26
TOP RAIL (FINGERJOINTED PINE)
PINE
27
BOTTOM RAIL (25GA MIN GALVANIZED STEEL)
STEEL
28
EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD -WEN)
FOAM
29
STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED)
A -525 COMMERCIAL QUALITY 0.021" MIN. THICK.)
STEEL
GALVANIZED
30
ODL LITE FRAME (ALUM 6063 15)
ALUMINUM
31
HINGE SIDE STILE FINGER JOINTED LVL)
( (FINGER
PINE
32
LATCH SIDE STILE JOINTED LVL)
LVL
33
18 x 2" PHIWPS FLATHEAD WOOD SCREW
STEEL
34
3/16" ITV/ BUILDER TAPCON WITH 1.25 MIN. EMBEDMENT
STEEL
1 /4" MAX.
SHIM THK.
SEE
DETAIL G
SHT. 6
1 1 /2" MIN. EMB.
INTERIOR i•i � EXTERIOR
J
0
VERTICAL CROSS SECTION TYP.
WOOD FRAME INSTALLATION SCALE: 6" =9' -0"
1 /4" MAX.
SHIM THK.
-gm
rigiwirm
2 5�8" MIN.
SEE
DETAIL G
SHT. 6
O INTERIOR
O
tO
VERTICAL CROSS SECTION TYP.
EXTERIOR
2 5/8" MIN. --) Q
CONCRETE INSTALLATION SCALE: 6"
PRODUCT REVISED
as complying with the Florida
Building Code
gAcceptance No ' ale • :
am = • _ tL-�
By .�� ,
Miami _i : , d ■∎ ct Control
Division
NIM ESH BHAVSAR
FLORIDA P.C. NO. 56861
OM ENGEM:I: NO SESiGi,,
PA. ?GI( a90O98
ORLANDO. FL 3708
FEPE cerlfboto o; AJAhatestion No. 26837
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DATE:
V)
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0
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ti
0 0
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Um
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0
0)
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w
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0
0
2/5/08
0
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w
0
to
0
co
co
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0
0
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to
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to
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Acceptance No Erb -0
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NOTE #3
NOTES:
1. ASTAGAL FASTENER SPACING DETAIL F, PAGE 15. (TOTAL OF 14 SCREWS).
2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES.
BOTH PLATES REQUIRE 18 X 3" PHILLIPS FLAT HEAD WOOD SCREWS
3. FOR ANCHOR SPACING SEE SHEET 4 OF 6
4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/18' ELCO TAPCON (NOA
102- 0503.07)
MIMMESH BHAVSAR
FLORIDA P.E. NO. 56861
4 17 f I
2 5/8"
MIN.
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TYP.
6 "
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ANCHORING LOCATIONS
OUTSWING SINGLE, UNIT (X)
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SHEET 5
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SHEET 5 6" 12 2/5 h 3" T 6"
SEE DETAIL E SHEET 5
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FLORIDA P.E. 110. 56351
CU ENGINEERING SERM0 Z. INC.
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ORLANDO. FL 32858
FBPE Ced188& c$' ,lffioi4! bon No. 26837
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SCALE: 3" =1' -0"
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THRU THRESHOLD /MASONRY x 1 -3/8" DEEP
•
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ASTRAGAL RETAINER STRIKE PLATE FOR SILL
SCALE: 3" =1' -0"
.s
ANCHOR @ EXTERIOR SIDE
EXTERIOR
•
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RETAINER BOLT HOLE
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DETAIL B
THROWBOLT STRIKE PLATE FOR HEAD
SCALE: 3" =1' -0"
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DETAIL C
STRIKE PLATES TO JAMBS
SCALE: 3/8" =1' -O"
3/4" GLASS BITE
GLAZING DETAIL ISULATED CLASS
SCALE: 6" =1' -0"
PRODUCT REVISED
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Acceptance No 0 . - 03 Z,0
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INTERLAYER BY
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1/8" ANNEALED
NIMESH BHAVSAR
FLORIDA P.E. NO. 5601
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2 3/16"
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WOOD JAMB FINGERJOINTL'D PINE
SCALE: 6" =1' -0"
2 1/2"
ASTRAGAL STRIKE PLATE
SCALE: 6" =1' -0"
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SCALE: 6" =1' -0"
MATERIAL 6063 —T6
ASTRAGAL BOLT
MAT. — C/R STEEL ROD
INC & YELLOW CHROMATE
SCALE: 6" =1 ' —O"
1 11/16"
9/16"
COMPRESSION WEATHERSTRIP
QDS - 650 SCALE: 6" =1' -0"
1-- 3 1/8" --I
LOCK BLOCK LVL WOOD
SCALE: 6" =1' —O"
18"
to
NOTE
1 —USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS.
2 —USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MUWONS.
3 —USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED.
WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS.
DETAIL G — COUNTERSINK DETAIL
SCALE. 1/4" =1' -0"
1 3/16" 1
OUTSWING ALUMINUM THRESHOLD (ENDURA)
SCALE: 6" =1' -0"
MATERIAL 6063 —T6
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HINGE STILE (LVL)
LATCH STILE LVL
SCALE: 6" =1' —O"
— 2 1/2"
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ASTRAGAL SILL
STRIKE PLATE
SCALE: 6" =1' —O"
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PRODUCT REVISED
as complying with to Florida
Building Code
Acceptant No O ; ' • ( •
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—1 1 11/16"
BOTTOM RAIL
STEEL. 25GA MIN CALV.
SCALE: 6" =1' -0"
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FLORIDA P.E. NO., 56861
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ALUMINUM 6063 T5
SCALE. 6" =1' -0"
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FEPE CcrW7oabi a Au3atizatlon No. 26837
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.maimidade.Eov/buildinecode
NOTICE OF ACCEPTANCE (NOA)
Jeld — Wen, Inc. (OR)
3250 Lakeport Blvd.
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. .The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality 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 Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 6•-S" W/E Outswing Glazed Steel French Door - L.M.L
APPROVAL DOCUMENT: Drawing No. JW0509 -03-01, titled "Wood Edge Impact Glazed Steel Door
6' -8" Outswing Single or Double", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc.,
dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06 /07/08 by Nimesh Bhaysar,
P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, 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 and there 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 NOA # 05- 1215.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gasgon, P.E.
tO
NOA No. 08 -0312.09
Expiration Date: May 25, 2011
Approval Date: July 24, 2008
Page 1
Jeld — Wen, Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No JW0509- 03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8"
Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering
Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and
dated 06/07/08 by Nimesh Bhaysar, P.E.
B. TESTS
1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials,
per ASTM E 8 -01
Along with marked -up drawings and installation diagram of the tensile properties of a
steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01-
106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E.
(Submitted under previous NOA # 05- 1215.01)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistant Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
Along with marked -up drawings and installation diagram of outswing steel door,
prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 -3195-
1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E.
(Submitted under previous NOA # 05 -121 5.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by
Nimesh Bhaysar, P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 03 -0827.08 issued to Solutia Inc. for "Clear or Colored
Interlayer" dated 03/04/04, and expiring dated 03/04/09.
2. Notice of Acceptance No. 07 -0214.07, issued to ODL Inc. for "ODL/Western Reflection
Series Aluminum Glazed Lite Kit Assembly- Impact" approved dated 03/22/07, expiring
dated 07/28/10.
E -1
Jaime D. Canon, P.E."'s
Chief, Product Control Division
NOA No. 08-0312.09
Expiration Date: May 25, 2011
Approval Date: July 24, 2008
Jeld — Wen, Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of no financial interest and conformance, dated February 22, 2008,
signed and sealed by Nimesh Bhaysar, P.E.
2. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen,
dated February 27, 2008, signed by Steve Saffell.
3. Laboratory compliance letter for Test Report no. ATI 61782.01- 106 -31, issued by
Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A.
Reed, P. E.
(Submitted under previous NOA # 05- 1215.01)
4. Laboratory compliance letter for Test Report no. NCTL 210 - 3195 -1, issued by National
Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard
John Ferrara, P.E.
(Submitted under previous NOA # 05 -121 5.01)
G. OTHERS
1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series
"6' -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring
dated 05/25/11.
E -2
Jaime D. Gasgon, P.
Chief, Product Control Division
NOA No. 08-0312.09
Expiration Date: May 25, 2011
Approval Date: July 24, 2008
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