WS-12-2344Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: I NSP- 184346
Permit Number: WS -12 -12 -2344
Scheduled Inspection Date: January 23, 2013
Inspector: Bruhn, Norman
Owner: BRATTAIN, BLAKE
Job Address: 141 NW 101 Street
Miami Shores, FL 33150-
Project: <NONE>
Contractor: J &G CARPENTRY INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1131010220170
Phone: (561)333 -5042
Building Department Comments
CHANGE OUT 2 DOORS
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed jej/e/47
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- 182819. NO ACCESS
NO ONE HOME
CALLED# ON DOOR WRONG#
fie �.rtevt sS
P
January 22, 2013
For Inspections please call: (305)762 -4949
Page 17of34
SvN ri
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type:
DEG 1 AiIZ
FBC 2010
Permit No. kiL.13 I'.'039 Li
Master Permit No.
ROOFING
JOB ADDRESS: 141 NW 101st Street •
zip: 33138
City: Miami Shores County: Miami Dade
FoliolParcel #: 11— 3/01- 02— ° 6/ -20
Is the Building Historically Designated: Yes NO Flood Zone:
��6i
OWNER: Name (Fee Simple Titleholder): 1 RC V 1 ri.� i t) kk� Phone#: 305 - 775 -6924
Address: (QO d 6 '2150 a \I U - E, ) u•-_ S Li )1=6 /0 3 -..1—)C)
City: Miami Shores' State: FL 9 zip: 33138
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name: J &G Carpentry Inc Phone #: 561 - 333 -7704
Address: 13461 79th Court North
City: West Palm Beach
Qualifier Name:
State: Fl
s U./ 'S
State Certification or Registration #: (2 ( 0 a a 3
Phone #:
Certificate of Competency #:
zip: 33412
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ c2 I (-N0 . Square/Linear Footage of Work:
Type of Work: DAddition GAlteration New epair/Replace
Description of Work: el - 4 ' 1j - !3 0
UDemolition
Color thru tile:
* * * * */ * * * **
Submittal Fee $ 5'"
Scanning Fee $
Notary $
Double Fee $
* * * * * * * * * * * * * * * * * * ******** ** Fees* r******: x*** ****x:m *+ x****x::x**m****** ********
Permit Fee $ /O20 CCF $ CO /CC $
Radon Fee $ DBPR $ Bond $
Training/Education Fee $ Technology Fee $
Structural Review $
TOTAL FEE NOW DUE $ Q L - 2..0
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this 70
day of Np konlo-if , 20 by la1 e- CO.St4ty
who is personally hum to me or who has produced ne adlli„,
itssv-Are As identification and who did take an oath.
NOTARY PUBLIC:
mats APONTE
L;�1r;1�ati
My Commission Expires:•
Sign:
Print: ' p f ie(o) ;% r te
My Comm. Expires Jul 8, 2014
11 2°4
* * * * * * * * * * * * * * * * * * * * **
APPROVED BY
�.
l •
Contractor
The foregoin g instrument was acknowledged before me this :2 7
day of Nov , 20 , by Jarvj$ S D. D t 5,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires
NG
.+s MY COMMISSION # E E188836
°,41'
EXPIRES April 12, 2016
(407) 398.0133 Flo$tlallofary&eMce.com
********: Y***: K************* ******* ***qj ***** ** ***+ h*+ B************************ ** t+********
Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09)
Zoning
Clerk
IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL
CIRCUIT IN AND FOR MIAMI -DADE COUNTY, FLORIDA
LASALLE BANK (NA) (TR)
Plaintiff(s) / Petitioner(s)
VS.
BRATTAIN, BLAKE J , et al.
Defendant(s) / Respondents(s)
111111111111111111111111111111111111111111111
CFN 2012R0778302
OR 8k 28336 Ps 0209; (1as)
RECORDED 10/31/2012 10:27:43
DEED DOC TAX 653.40
HARVEY RUVTH, CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
GENERAL JURISDICTION DIVISION
Case No: 09010829CA01
Section:. 03
Doc Stamps: $653.40
Surtax: $0.00
Consideration: $108,900.00
CERTIFICATE OF TITLE
The undersigned clerk of the court certifies that a Certificate of Sale was executed and filed in this action on May
02, 2012, for the property described herein and that no objections to the sale have been filed within the time
allowed for filing objections.
The following property in Miami -Dade County, Florida:
T11E WEST t4 OF LOT 11 & 12, BLOCK 2, GOLD CREST, ACCORDING
TO THE PLAT THEREOF, AS RECORDED) IN PLAT BOOK 21, PAGE
56, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA
was sold to:
141 RE VENTURE, LLC
1450 Brickell Avenue
Suite 1400
Miami, FL, 33131
,.I
C
• v
v
Rev. 10/52009
•
•
WITNESS my hand and the seal of this court on October 25, 2012.
1
Harvey Ruvin, Clerk of Courts
Miami -Dade County, Florida
Book28336 /Page209 CFN #20120778302 Page 1 of 1
30589524 »
HOMEDEPOT.CONTRACTOR
D
• •
41.1
Page 1 of 6
SPECIAL SERVICES
Store 6322 N MIAMI/BISCAYNE
12055 BISCAYNE BLVD
MIAML FL 33181
s' -3s-vu
CUSTOMER INVOICE
Phone: (305) 981-2959
Salesperson: JXJ263
Reviewer:
9
H
0
d
(13
Nairn
KEY JOEL
Home Male
(305) 775-6924
MeiT4S.
1065 NW 101ST ST
Wwic Mane
(305) 757-0345
6 6141
141 RE VEVTURE LLC
my
EL PORTAL
AthDaudoc"
TWO RH IMPACT DOOR
Slate
FL
49
33150-1334
c'"HuY
Page 1 of 6 No. 6322-208200
REPRINT
2012-11-1613:50
MERCHANDISE AND SERVICE SUMMARY
STOCK MERCHANDISE TO
REF 6 101
DEUVERED:
0000-155-400
0000-565-447
We reserve the right to limit the quartiles of merchandise
sold to customers
1X6-8FT PT WEATHERSHIELD
11/16 X2-1/4 PFJ WM366 CASING
0000-526-910
0000-252-677
1-114 X2 PFJ WM180 BRICK
510 - MDSE TO BE DELIVERED:
EST
taidiftr
MN'S'
4=1111 $1.05
IC-.-11112011111711111111111W2r1
tilile1211 4:FiblreA:ore-iii PM= 61E0.1110,1-1;1;Kir;311.
MI: 4i '4"liktir
$0.83
$29.82
NA / 4:> 38 1/2* X 81 114" - D. R.O. (4I1)<›
1131193010APRODUCTCATEGORY=ENTR
ID-WENWINDOWSDOORS-
DOORSYSTEMS,OALOCATION—
ENUIvIBER=1.800.925.3667
AL=STEEL,QASYSTEM
RODUCT
$681.88
50402 0000-933-168
1.00 EA
AMANUFACTURER---JE
INGS(D0),0ALOCATIONPHON
TTYPE=ENTRYDOORS,CIAMATERI
TION=DOORUNITS/DOORSLABS,OAP
0 61 'OUT-SWING:
Check your current order status online at
vnenr.tiontedepotcom/orderstatus
CU
No. 6322-208200
Customer Copy
30589524 »
19:00 HOMEDEPOT.CONTRACTOR
SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KEY
Page 2 of 6 No. 6322-208200
REF #I01
50403 0000-933-166 1.00 EA NA 1 <> 34 1/2° X 81 114° - 0, R.O. 1{#2}<>
9311113010AP RODUCTCATEG ORY=ENTRYD00 RS,OAMANIU FACT() R ER=J E
LD-WENWINDOWSDOORS-
DOORSYSTE MS,OALOCATI ON=CO RALSPR ING WO), OALOCATI ON PHON
E NUMER=1.800.925.3667, OAPRODU CTTYP E=EN T RYDOORS, OAMATER1
• AL=STEEL,OASYSTEMCON FIG U RATION= DOO RU N ITSIDOORSUM,CIAP
• RODUCT
S0404 0000-933-166 1.00 EA NA / BACKSET / *ATT TO {#2rOUT-SWING:
VENDOR - SPECIAL INSTRUCTIONS: 12.23.6::
A
$681.88
5661.88
$0.00
$0.00
DELIVERY INFORMATION: [DELIVERY DATE: INSTALLER WILL SCHEDULE
MERCHANDISE TOTAL:
INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION.
NOTE: UPON RECEIPT OF ALL WO MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL
DATE.
$1,443.68
REF # 101
ESTIMATED INSTALL BEGIN DATE: 11113/2012
ESTIMATED INSTALL END DATE: 12113/2012
MERCHANDISE TO BIEINSTALLED:
EF 61(0 OTY UM
R05
ROB
R07
R08
50401
S0402
80403
S0404
0000-155-400
0000-565-447
0000-526-910
6.00
EA
nit. :OW :10[0",;1:',•::'-e.:TE::::?'-
1X6-8FT PT WEATHERSHIELD
• 1:11-11:15.-1.:1;i
42.00
LF
11/16 X2-1/4 PFJ Wfv1366 CASING
21.00
LF
5/8 X1-5/8 PFJ WM176 BRICK
0000-252-677
0000-933-166
21.00
LF
1-114 X2 PFJ WM180 BRICK
1.00
EA
<>. 38 112. 81 1/4" - D R.O.
0000-933-166
0000-933-166
0000-933-166
1.00
1.00
EA
EA
BACKSET
< >341/2 °X81 1/4" D, R.O.
1.00
EA
BACKSET
47) Page 2 of 6 No. 6322-208200
Customer Copy
0
r
30589524 »
HOMEDEPOT.CONTRACTOR
SPECIAL SERVICES CUSTOMER INVOICE - Continued
Last Name: KEY
Page 3 of 6 No. 6322 - 208200
.._ _ � €��_:` - y � � :. _::: -- �� :: _�;< �.;•::: � °; r::- = - - -- .:REF
#I01
•
BASIC INSTALLATION'LABOR:
..,... .,,. :. •� -: .... _;.-- _..,._. :.
: DE�I�iIU ..... `_• ,.; r _
_ : :::.........
:- . <_ =?':`=
.:c::. �.��T
< =.•:�- �-
:Its � =:�.
.,,,..
..:*`.�.1..:,,.�_,,:�
0000 -523
-672
-== .. ._:..-
EXTERIOR DOOR FL- NAT/FRE -HUNG DOOR UP TO 36 €96
1.00
.00
EA
N 528 7.00
$287.00
OPTIONAL
LABOR SELECTED INCLUDES:
•
...
a - - .:•. _... . :.. ... ::.
i.. --.
• COI
.-
1
:' :.
HAUL AWAY OF EXISTING PER DOOR OPENING
530.00
11
INSTALL ADDITIONAL DOOR UNIT UP TO 38X95 APPLICABLE ONLY
DURING INSTALLATION AT THE SAME ADDRESS AT THE SAME TIME /
1.010
EA
N
$240.00
$240.00
23
UPCHARGE O-- INSULATED GLASS UP TO r E X 98* HIGH/
180.00
JOEL
INSTALL LABOR CHARGE:
737.00
ADDRESS: 141 NW 101ST ST
TRIP CHARGE:
$0.00
CITY: MIAMI SHORES STATE: FL ZIP: 33138
CREDIT FOR DEPOSIT /MEASURE:
($50.00)
COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N
INSTALL TOTAL DUE:
687.00
PHONE: (305) 775 -6924 ALTERNATE PHONE: (305) 757 -0345
BASIC INSTALLATION LABOR INCLUDES:
" PRE - INSTALLATION JOBSITE INSPECTION OF THE NEW DOOR WHEN THE CASING/TRIM IS THE SAME SIZE OR
" DELIVERY WITHIN 30 MILE RADIUS OF STORE WIDER (CUSTOMER PROVIDES)
" REMOVAL OF EXISTING DOOR UNIT ' INCLUDE NON - COLORED STUCCO PATCH TO REPAIR MINOR CHIPS
' INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER
" INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS)
CAULKING ' PRE -HUNG DOOR UP TO 72X95 INCLUDES DOUBLE DOORS AND DOORS
" INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF WITH SIDELIGHTS
APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) ' FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION
* ADJUST DOOR TO ENSURE PROPER OPERATION ' FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON
" DRILL HOLE IN JAMS FOR ALARM WIRING IN SAME LOCATION AS CARE AND/OR TEST PRODUCT TO ENSURE PROPER OPERATION
EXISTING DOOR
" INSTALL NEW INTERIOR CASING AND EXTERIOR TRI M/BRICKMOLD
UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: ::: --
_•: _- >::
Page 3 Of 6 No. 6322 - 208200
CNJ
Customer Copy
30589524 »
HOMEDEPOT.CONTRACTOR
SPECIAL SERVICES CUSTOMER INVOICE - Continued
Last Name: KEY
Page 4 of 6 N 0.6322- 208200
, _1
REF #101
_.
INSTALL DOORS OVER 72X6 INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES)
INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMSWIIING
REPAIR CARPENTRY TO EXISTNG OPENING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES
MANAGER OR INSTALL MERCHANT
PLASTER, DRYWALL OR SIDING WORK ELECTRICAL WORK
STUCCO PATCH GREATER THAN 4°, PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS
INSTALL ALL AMERICAN DOORS
INSTALL FIXED RECTANGULAR TRANSOM JTES NOT PART OF PR E HUNGDOOR
UNIT
SPECIAL NOTES:
' IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT ' ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO
DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE
WILL NOT BE P,ECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL ANDfOR STATE CODES
• ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA " IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER,
• IT MAY BE NOISY DURING YOUR INSTALLATION TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED
• THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE
BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS.
PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE ' CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING
RESPONSIBILITY OF THE CUSTOMER. SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES
"AN ADULT OVER 16 YEARS OF AGE WITH THE AUTHORITY TO MAKE - REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND
DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE MAINTENANCE INFORMATION.
INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION • THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR
ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE
FROM THE WORK AREA PRIOR TO INSTALLATION OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS
" CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA
`' ` :..:.
REF# 110
.:.... . :..::.
ESTIMATED INSTALL BEGIN DATE: 11113/2012 ESTIMATED INSTALL END DATE: 1211312012
czi
Page 4 of 6 No. 6322- 208200
(\1
Customer Copy
ci.
cs
30589524 »
19:02 HOMEDEPOT.CONTRACTOR
SPECIAL SERVICES CUSTOMER INVOICE - Continued
Last Name: KEY
Page 5 of 6 No. 6322 - 208200
: : :.__...: ....._....
REF #11
BASIC INSTALLATION LABOR: -
-
E:
tails -
;= °f� � : A
.- -
'+
0000 -114
-442
BUILDING MATERIALS PERMIT FEE -NATI
1.00
EA N
$0.01
$0.01
OPTIONAL LABOR SELECTED INCLUDES:
�:1`.:..._
..e v v rave .. Cv1a .:. ...... . t. . _ .....- ... t
-ir'I$ . #�N . - - - ASS : ...
_;. #;,I :t� .3: €- c4:1•4::q.:;; = �}' ...
... ,.. :....
. . :. .....r� :2 :., .._�
- -
r�ir
.3 3.O`: :;
:� ��j
iy
go* f�t�
..`T:,-t.,'6
5
. c..z!,r ..-, ..__..,_.-
PERMIT AND ADMINISTRATIVE FEE (OW X $1.00)/
310.00
EA
N
$1.00
$310.00
$?I El l i ' Y'. 1_1(EY, JOEL.
INSTALL LABOR CHARGE:
$310.01
ADDRESS: 141 NW 101ST ST
TRIP CHARGE:,
$0,00
CITY: MIAMI SHORES STATE: FL ZIP: 33139
CREDIT FOR DEPOSITIMEASURE:'
$0.00
COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N
INSTALL TOTAL DUE:
$310.01
PHONE: (305) 775-6924 ALTERNATE PHONE: (305) 757 -0345
BASIC INSTALLATION LABOR INCLUDES:
*`• ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL
FEES, ENGINEERING. WIND LOAD CALCULATIONS, RECORDING, ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER.
POSTAGE AND ADMINISTRATIVE).
- DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY,
PICT( UP FROM THAT MUNICIPAI-ITY AND DELIVER TO EITHER JOBSITE
SPECIAL NOTES:
"CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE
THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS
IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED
IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT.
TOTAL CHARGES OF ALL MERCHANDISE & SERVICES
Polley Id CPI}:
ORDER TOTAL
o Page 5 of 6 No. 6322- 200200 Customer Copy
$2,440.89
TOTAL I $2,440.99
BALANCE DUE
$0.00
DF G 1 N ZOIZ
32" X 80"
Miami Shores Village
SUBJECT 10 C( IRUiThCE WI [1-1 ALL FEDERAL
ATE AN UT UN , f RULES AND REGULATIONS
1 I
36" 1X 80"
EPLACE DOORS IN 2 OPENINGS ONLY.
DOORS TO BE IMPACT RESISTANT -
RRICANE SHUTTERS NOT REQUIRED.
REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE
WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURERS PRODUCT APPROVAL DOCUMENTS.
SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES
MEAN ROOF HEIGHT = 12 FT 8 IN
KEY RESIDENCE
141 N.W. 101ST STREET
MIAMI SHORES, FLORIDA
DOOR REPLACEMENT PLAN
OPENING
PRODUCT
DESIGN
OPENING
SQ.
WIND
PRESSURES
APPROVAL
PRESSURES
COMMENTS
NO. WDTH. HGT.
FTG.
ZONE
POS. NEG.
(N.O.A. #)
POS. NEG.
1
36
80
20.00
5
38.2
-50.0
FL14569.1
60.0
-60.0
LSMI
2
32
80
17.78
5
39.0
-51.5
FL14569.1
60.0
-60.0
LSMI
REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE
WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURERS PRODUCT APPROVAL DOCUMENTS.
SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES
MEAN ROOF HEIGHT = 12 FT 8 IN
KEY RESIDENCE
141 N.W. 101ST STREET
MIAMI SHORES, FLORIDA
DOOR REPLACEMENT PLAN
04/09/2012 - 4:42pm gabrlels F:101 Project Flies\ 2010- MPS1400 Wind Charts \ Reference \00 -MPS10 -400 Series C&C (Current).dwg
2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD"
DESIGN LOADS FOR COMPONENTS AND CLADDING
INTERIOR ZONE 4 PRESSURES
Mean
Roof
Height
10
15
DESIGN
20
PRESSURES (PSF
Tributa Area •
- ZONE
Ft
4
1161.--
25
25
30
0 -15 ft)
53.
+40.1
0 -15 ft
- 43.4
+401
-42.4
+39.0
- 41.6
+38.2
- 41.1
+37.7
-40.6
+37.2
- 45.8
+36.1
8
x y
"^:)..3.-c
+39.5
16 ft
- 44.0
+40.6
- 43.0
+39.5
- 42.2
+38.8
- 41.6
+38.2
-41.1
+37.7
45.9
+36.4
-°
I
„+`"
�]
. J • r �.�;aw,
6
`- =.z
�
`
17 ft
- 44.6
+41.1
- 43.5
+40.0
- 42.8
+39.3
- 42.2
+38.7
-41.7
+38.2
- 41.''
+37.8
18 ft
-45.1
+41.6
- 44.0
+40.5
- 43.3
+39.7
- 42.7
+39.1
-42.2
+38.6
...I
- 47.6
-47.0
144.
+41.6
+40.5
19 ft
-45.7
+42.1
- 44.6
+41.0
-43.8
+40.2
- 43.2
+39.6
- 42.7
+39.1
-42
+38.7
19 ft
;
+38.0
20 ft
-46.2
+42.6
-45.0
+41.4
-44.2
+40.6
- 43.6
+40.0
- 43.1
+39.5
-42.7
+39.1
- 42.3
+38.7
- 42.0
+38.4
-41.7
+38.1
21 ft
-46.6
+43.0
- 45.5
+41.9
-44.7
+41.1
- 44.1
+40.4
- 43.6
+39.9
- 43.1
+39.5
-42.8
+39.1
- 42.4
+38.8
-42.1
+38.5
22 ft
-47.1
+43.4
- 45.9
+42.3
-45.1
+41.5
- 44.5
+40.8
- 44.0
+40.3
- 43.6
+39.9
- 43.2
+39.5
- 42.8
+39.2
-42.6
+38.9
23 ft
-47.5
+43.8
- 46.4
+42.7
-45.6
+41.8
- 44.9
+4(2
- 44.4
+40.7
-44.0
+40.3
- 43.6
+39.9
- 43.3
+39.5
-43.0
+39.2
24 ft
-48.0
+44.2
- 46.8
+43.1
-46.0
+42.2
- 45.3
+41.6
- 44.8
+41.1
-44.4
+40.6
- 44.0
+40.2
- 43.6
+39.9
-43.3
+39.6
25 ft
-48.4
+44.6
- 47.2
+43.4
-46.4
+42.6
- 45.7
+41.9
- 45.2
+41.4
- 44.7
+41.0
- 44.4
+40.6
- 44.0
+40.2
-43.7
+39.9
26 ft
-48.8
+45.0
- 47.6
+43.8
-46.8
+42.9
- 46.1
+42.3
- 45.6
+41.8
- 45.1
+41.3
- 44.7
+40.9
- 44.4
+40.6
-44.1
+40.3
27 ft
- 49.2
+45.3
-48.0
+44.1
-47.1
+43.3
- 46.5
+42.6
- 45.9
+42.1
- 45.5
+41.6
- 45.1
+41.2
- 44.7
+40.9
-44.4
+40.6
28 ft
- 49.5
+45.7
-48.3
+44.5
- 47.5
+43.6
- 46.8
+43.0
-46.3
+42.4
5
'!
- i
-, ti
)A
4 °
-
29 ft
-49.9
+46.0
- 48.7
+44.8
- 47.8
+43.9
- 47.2
+43.3
-46.6
+42.7
+41.6
�`
-•m.,
I
30 ft
- 50.3
+46.3
- 49.0
+45.1
-48.2
+44.3
-47.5
+43.6
-47.0
+43.0
r
1
,
1
1i
¢�
32 ft
-51.0
+47.0
- 49.7
+45.7
- 48.8
+44.9
- 48.2
+44.2
-47.6
+43.6
. t
"-'i'r�•.ie
35 ft
-51.9
+47.9
-50.7
+46.6
- 49.8
+45.7
- 49.1
+45.0
- 48.5
+44.5
v
EE
E
+41.3
te
-50.8
+40.3
40 ft
-53.4
+49.2
-52.1
+47.9
-51.2
+47.0
-50.5
+46.3
- 49.9
+45.7
-49 """
+45.2
-52.5
+41.2
; :
"R
45 ft
-54.8
+50.5
-53.4
+49.1
-52.5
+48.2
-51.7
+47.5
-51.1
+46.9
-50.6
+46.4
-50.2
+45.9
- 49.8
+45.5
-49.5
+45.2
50 ft
-56.0
+51.6
-54.6
+50.2
-53.7
+49.3
-52.9
+48.5
-52.3
+47.9
-51.8
+47.4
-51.3
+47.0
-50.9
+46.6
-50.6
+46.2
55 ft
-57.1
+52.7
-55.7
+51.3
-54.7
+50.3
-54.0
+49.5
-53.4
+48.9
-52.8
+48.4
-52.4
+47.9
-52.0
+47.5
-51.6
+47.1
60 ft
-58.2
+53.6
-56.8
+52.2
-55.8
+51.2
-55.0
+50.4
-54.3
+49.8
-53.8
+49.3
-53.3
+48.8
-52.9
+48.4
-52.6
+48.0
m
m
m
�nq
O
z
0
cn
m
O
1--'
O
-
(n
O
F1
-I�
REMARKS
DRWN
CHKD
EXTERIOR ZONE 5 PRESSURES
Mean
Roof
pligb. t
10
15
DESIGN
20
PRESSURES (PSF) - ZONE
Tributary Area (Sq Ft)
5
40
45
50
25
30
35
0 -15 ft)
53.
+40.1
-51.5
+39.0
-50.0
+38.2
.9
+37.7
- 47.9
+37.2
- 47.1
+36.8
- 46.4
+36.4
- 45.8
+36.1
-45.2
+35.9
ft
-54.4
+40.6
+39.5
+38.8
- 49.5
+38.2
- 48.6
+37.7
47.7
+37.3
- 47.0
+36.9
46.4
+36.6
45.9
+36.4
17 ft
-55.1
+41.1
-52.9
+40.0
-514
+39.3
-50.2
+38.7
- 49.2
+38.2
- 48.4
+37.8
- 47.6
+37.4
- 47.0
+37.1
-46.5
+36.8
qq
-55.7
-53.5
-52.0
-50.8
- 49.8
-48.9
- 48.2
- 47.6
-47.0
+41.6
+40.5
+39.7
+39.1
+38.6
+38.2
+37.9
+37.5
+37.3
19 ft
-56.4
+42.1
-54.1
+41.0
-52.6
+40.2
-51.4
+39.6
-50.4
+39.1
- 49.5
+38.7
-48.8
+38.3
- 48.1
+38.0
-47.6
+37.7
20 ft
-57.0
+42.6
-54.7
+41.4
-53.1
+40.5
-51.9
+40.0
-50.9
+39.5
-50.0
+39.1
- 49.3
+38.7
- 48.7
+38.4
-48.1
+38.1
-57.6
-55.3
-517
-52.4
-51.4
49.2
-48.6
21 ft
+43.0
+41.9
+41.1
r'�"'
t '
�.
(
"�-
+38.5
-58.1
-55.8
-54.2
0
=
,
f6
-49.0
22 ft
+43.4
+42.3
+41.5
+
■r
• 9.2
+38.9
-58.7
-56.4
-54.7
5
�` .1
-49.5
23 ft
+43.8
+42.7
+41.8
€
".
' a
,
+39.2
-59.2
-56.9
-55.2
5
. -
- i
- -- r
' 2
° " ^''. •
-50.0
24ft
•44.2
+43.1
+42.2
+41.6
+41.
-•m.,
- '.2
+39.9
+39.6
-59.7
-57.4
-55.7
r
q
.4
25ft
+44.6
+43.4
+42.619
. t
6
9.9
26ft
-60.2
+45.0
-57.8
+43.8
-56.2
+42.9
- 54,r'';
Florida Building Code Online
Ronda Departrrentof
Bus!'nes
Protessi
Regulation
BCIS Home g Log In p User Registration
Product Approval
USER: Public User
ubmtt Surcharge # Slats & Facts Publications ; FBC Staff BCIS Site Map
Product Approval Mpnu > product or Application Search > Admicatlon List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address /Phone /Email
Authorized Signature
FL14569 -R
Affirmation
2010
Approved
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535 -3936
fbc- jeld- wen.com
Janet Gerard
fbc@jeld- wen.com
Technical Representative JELD -WEN Corporate Customer Service
Address /Phone /Email
Quality Assurance Representative
Address /Phone /Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535 -3936
customerserviceagents 4 jeld - wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
http: / /www.floridabuiiding.org /pr /pr app_dtl aspx? param= wGEVXQwnquxNBjriRcYg% 2iDEHW1XN2WHXGIkgnWOgrT5FDOsQgaoQ %3d %3d[3/19/2012 8:44:27 AM]
Florda Building Code Online
[aI affirm that there are no changes in the new Florida Building Code
which affect my product(s) and my product(s) are In compliance with the
new Florida Building Code.
Documentation from approved Evaluation or Validation Entity QYes ®N0 QN /A
FL14569 R2 COG SA14569 Maned and cert pdt
Method 1 Option A
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
12/16/2011
12/16/2011
12/18/2011
• ,trz : ` "x�m "
14569.1 Steel, Wood Edge Door
6' -0° x 6' -8° , Full Lite, Single or Double Door, Outswing - LMI
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ; Yes
impact Resistant: Yes
Design Pressure: +60/ -60
Other; Product must be installed per manufacturer instructions as
stated on drawing 1W050903
Certification Agency Certificate
FL14569 R7 C CAC NI006255- R4 .PDF
Quality Assurance Contract Expiration Date
09/30/2013
Installation Instructions
FL14569 R2 II )W0509- 07.PDF
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
FL14569 R2 AF PER 1398 6- 13- 11.pdf
Created by Independent Third Party: Yes
Contact Uq :: 1940 North Monroe Street. Tallahassee FL 32394 phone: 850 -487 -1824
The State of Florida Is an AA/EEO employer ..•,.. al - + F ; : -.. •n .. ,. :: Privacy Statement : • Accesslb!IRv Statement :: Rgfund Statement
Under Florida law, a -mall addresses are public records. If you do not want your a -mall address released In response to a public - records request, do not
send electronk mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at wehmnstaraaribor.state.fi.us.
Product Approval Accepts:
http: / /Www.floridabuilding.org/prlpr_ app_ dd. aspx? param= WGEVXQMDquxNBjliRcYg% 2fDEHW1XNZWHXG1kgnWOgrTSFDOsQgaoQ %3d %3d[3 /19/2012 8:44:27 AM]
JELIMEN® Steel
WOOD EDGE IMPACT GLAZED STEEL. DOOR
6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT
UM. [ENS COMPONENTS FFIOat ODL• INC. AND
ENDURA PRODUCTS INC.
GENERAL NOTES
r 7 PRODUCT IS DE570662 TO COURLY WHINE CURRENT F10410A 805 DING
ft )8A5E ON THE SIGAEDA0DRFrt FD DATE: a7CLUIRAG 6772 AND 7449
EVALUATED QI ACCORDANCE WITH THE FOLLOLY8I7'
TA9201 -9e ASV E56J02 ASTM EIES4-06
TA927574 AS/UMW) A51l/Fl -42
149 27•94 45754 E28391
now 811.4(5 8Y OT 67719 MUST BE ANCRORED PROPERLY 1O
4 MOS re THE STRUCTURE
804701164507759744518545162447038404045 SHALL S6OI%W ON DETAILS
A6GKIR E66041ENT TO 845E NfA TERtAL SRALL BE EfEYDA®6CALL DRE55070
OR STUCCO
DESIGNED 0557071608845571844417169 SEE WILE I. PAGE 1
115 PAC0/ C1 144475 1MF WATER REGIAR4144105 FOP INO+ VELOCtiW
677RRICANE ZONE MYHI)
6 PROCUCT DOES 7037 RECLINE SRUTIER9
RESIDENTIAL JA`SULATED STEEL DOOR (Gammon le aS frame
DOOR LEAF CONSTRUCTION:
Face sheets. 24 GA (0.021' min) 1htirce 5. 686+8771040 flee A -525
commercial qua* AKDO per ASTM 620 w:M average minimum Yield
stiength F0'1,01,10827 psi.
Core Design: Ewanded Rdy^szrene with 7.0 to 125 0s elmsa', by Jed -Wen arc.
Paul Gmrseacbvn: The adheo ma motive Wks are COs shucied from 24 GA
(C.02'.' rarC gaUarrzed ma. The Tece sheets et top and 3aatom we ben? SW over
Ms Lop .4719 barn ales. The top rail maashwas 7.0' high r 1.688' wade. The Mel
bosom ray masons., 12r triple r 7488• wile The soda 0l the bre Wheels are 70l
formed mta the 1alch !wigs s41ee efdch measure 1.00'Mos x 1.668' Moe The
keener cavity a 71144 lift erpzolded poi)oVene. The tare a*0e1e are glued to Me
expended poers'mne The panels are cut out tar ttm ileaftece 007. Afunmtdm
ALLEN hams. 1Apa as gtezed Me mewled end tertename hr1pa& 1' IS On
out* door egeientiens we 8aca're tloror is fettle wall an extruded mart :wean
as5ager of 6063'75 aft, nranul tunes by &tiara
Frame Constructlerc The frames are mre:urged ed fs ie6 4la iml 588 p ve
me 4717ug 4916't 1.174'. The heed jambe are ceortiSad and Mit joined to
the 54dey ants.a7d attached 7adhfh+e6I71180A 7 /16' crown 5Zfong
Staples tai each 3de. The Smesh:Mei 11 attached m are s0jambs wen
rtuee 131 l6GA 7/16.ODwR x 2' tong Staples en eater side.
G l&z 001. Mediated We 1s 1' overall Mlarness, consisting of one (1 J
pose of 0. 125• tampered peas: 0.5" aP space: two a) Danes oflt 125'
annealed wit .090' P15 in:Weyer by &Artie. Alf Res are sendwirnal
glazed Into the panes.
skr-
((EF ASTRAGAL BOLT REM
DOUBLE 0 JTSfIAC UNIT (Xx )
SCAM`. T /2"
01L1 DOOR MODELS ARE VIEWED
FRDI UI E)ITERIDR SIDE
TAABLEE`E i
A
DESIGN FRE6$URE RATE 3
APPROVED POR USE ERMA
1 ire�aa IS' MOWED
SHEET re
4
5
TABLE OF CONTENTS
AT
DESCRIPTION
8 09105 NUTERIAL
RORIZEINTAL CROSS SEC TIME
134
AHC1f,DNP7 LOCATIONS
COMPORE
T
T,
S
Digitafty signed by Alex Spyrou
Benson: I am sppravlrlg the
document
Date: 20111017 09:01 :48
04'00
NOTES:
1 - AU_ VIM FROM EXTERIOR.
2 - FOR HORIZONTAL ANCHOR IN 1x BUCK OPTION IN
MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS.
3 - FOR V VER,REINHANctiOR IN 1X BUM OPTION IN
SEE SHEET 4 FOR DETAILS
W SS SPPPW
SWAM PA. PM
CISPIPAPASJAC.
trt 1P- 4(68is(S .217E
POE. 0. AM
MAI OWL o. *Ms IMAMS
1 /4- MAX.
SHIM THK.
„mot
4..
goottrexamw*Ave 0
itarl
SEE
DETAIL A
941. 7
SEE
DETNL A
SHT. 7
iiiiirramillIGL9111111111
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IFATITIIEMZIL13101111741r.1.11;:x.7.7.a
ILA MOM" ..411-37MILirir •LTh
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ASITIADAL or VFW RATE LOCATED
oN HFAD.4W
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IFILte....ATINZ.11111111n0111111111
ETJIMTR-W71711111E-111A1111
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.11111111111111111MI
taasakic-10.,Eat
ratimal:ctirl;771401.....11110,1..11111
tau
ELIIIE,WilIFTwIrT'WTT401 •11r1All- NE
Areatammxii
tak,,,avArenamisassaarammismmi
natti.otorioAre,-imr,w.....,0AluiLimi •
Kilttic...LLMLitsillh Al I ,77r"274,,, 11117.111.11F791111-11111
AL-17-3-4,111111111
KIIIVAIlta'41,1312;7411111111111111111111
lair "'AV' '11'9 talVY'lF:'''''1"111111111.11111111111111111111311111.1
wariw.ciatutvammt.airms
armarcianim.
NOTES:
nr, FOR TAPCON MASONRY MD WOOO SCREW ANCHOR
SPACING (ITEMS #5 & #34). SEE SHEET 5.
LD FOR VERTICAL ANCHOR thl IX BUCK OPTION IN
mAsoNRY/cc*CRETE. SEE SHEET 4 FOR DET
rTh OPTIONALLY, ANCHOR CAN BE PLACED IN NARR
SECTION OF HEAD OR JAMB AS LONG AS MINB
EMBEDMENT IS AcHfEvED.
114/1
q%qP.
2/5/08
ctAAS NOTED
EA0
alL
-03
MOWOOD INSTALLATION (SCALM r -e-r)
IfORIZOATAL CROSS ANCIVIDN TYP.
Nonrs:
D A. WIDEN SNACNO atm F. SNEZT CTINN. ,4 =OM
ED L4ID74 4 cuievir swim Kmrs Moro n7 WINO& MTN mamma Kr
ouni PLAITS FIEOURC jl 3" RIALLIPS FL! KEW f1000 sawn.
D mai To sesreur FAVENNO ion max W1IWMt FTW OlisLOEX rOPOON.
MI FOR TAPCVN 11140■Rr AtiO 16000 SCOW AMNON SNOW CMS 00, SEC
POW 6.
rry FOP ormaxotru. OACHOR N IN OILION OPTION 00 NASOPIPP/CONC.PalE SPE SNEET
DETNAS•
jilt it
nr% arrow. SECNON OF MAO 0 O ANIS AS
PS
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Vol No.:
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SET 2.
D Amm ser AS
1/2 Wm Dia
OPTIONAL MASONRY/CONCRETE INSTALL
CROSS SECTION OF HEAD OR JAMB
°
to
T ATE OF
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CIP11411Wotti, ste.
07 W. VVRIMMICS OM STE 46
ISOMN6 POOL PI EMS
MPG cam NUTWASA22524
LI,
Imre 4 or 7
AACIfORINC LOCATIONS
rim SINCLE UNIT (X)
SCALE f,' .4.-0"
OXTAIL
SCALE 8• =,1'
DETAIL B
SCALE .r
ANCIIONLAV LOCATIOta DOUBLE
INC MT (XX)
SCALA': 12.
..
E
o 0
SIT TATE 0
R
•OhluIO'
.0.0:00PsnOu
ft00:04 L488 ,
00000$00.t.9.0.
1211,4PAIRMI60 Mt MLA*
10440.0 PACK W. Ngeli
P1040100. AVM 00.206,20
2/5/08
BAs Novo
vea. DC
B. SAFFELL
warm
JDO509-0,3
siEu 5 of 7
4 41 • ,11.-#'
Date A
Ni 00427— —Ly
MTh& A -MAWS .11002■7711c DSTAIL
SCALD
vau. 3/8' ASTRAGAL RETAINER EIOLT rictE
u THREsHow/aasoNtRy 1 -3/8" DEEP
ffittallage4lti8R FIRM2141L13211411L
mar. .3-
ANCHC4? @ EXTERIOR SIDE
UMW
ISMS
DRILL vir ASTRAGAL.
RETAP�R BOLT ROLE
THU FRAWMASomly
1-3/ar DEEP
DETAIL
TAIROMLT STRIKE PLAYS FOR MAD
SCALS:
DSTAIL SNDURA AST
DATAIL C
STRUM PLATES 7V was
SCALE' 3/8" .4*-0"
MAIL P
STRIKE PLATES TO ilSTSAGAL
scALN: .sys,- -1 -r
SCAM!.
PETAlk_C - 081
CLAZMU DET r;..4
LASS
to
SLENSEMOU
FLEMEN Et1 (SEN
COMORO. WE
427 FEBREM.X13 00E. STE ETS
MOM ME IE. ME
AtAt cm 1101VLIM, 12039 "P. _L. or 1_
X0509 -
e 9/16'
/4, j rig
,— 2 3 /16^ -�
4'
"
0 0
0 o
1 /16' (AEN
CyRJ77 m S 4x4x12 CA.
SCALE 6" _/ -0"
A
1
/% NDURA ALUM /NUM AST R AL
SCALE 6" a7 -0"
ev
r'rALPRESSIGN i►EATMERSTRIP
QDS -650 SCALE 6" =1' -0"
L
18�
ASTRAGAL BOLT
0MAT - C/R STEEL ROD
12 INC YELLOW CERORATE
SCALE 6"
--4 9/16' --1
OtErrsri A THR$Sf L (�Ns!' �8A1
SCALE 6- 0"
1 3/16' -}--
0
3/16" C -SINK
I-I //� 1-USE 110 0000 INSTALLATION SCREW W/ 1 1/2' MIN. EMBEDMENT
WHEN INSTALLING INTO WI?OU SUBSTRATE AT HEAD do JAMBS.
2 -USE IJ6 x 2 1/2" PfH WOOD SCREW WHEN INSTALLING INTO MULLIONS.
J 3 -USE 3/16' ITW TAPC(Nd ANCHOR w/ 1 1/4" MIN. EMBED.
WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS.
ataF'124INK DLL UL.
SCALE I /4" el -0"
--I1 11/16^
TOP RAIL (LVL)
HINGE STILE (LVL)
L47C'd STILE (LVL)
SCALE. 6" @1' -0"
--2 1/2'—
5/1 1 /8"
6•
Atli NIX. say,
SCALE 6-
6
m
E 0
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FBPE Certificate of Authorization No, 28520
127 W. Fairbanks Ave.
Suite 438
Winter Park, FL 32789
407.644.6957 PH
407.644.2366 FX
info @certwrks.com
Product Evaluation Report
of
Jeld -Wen Inc.
Wood Edge Impact Glazed Steel
Outswing Door
for
Florida Product Approval
FL# FL14569
Report No. 1398
Florida Building Code 2007
Per Rule 9N -3
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
1— A (Certificate Method)
Exterior Door Assembly
Swinging Exterior Door Assemblies
Wood Edge Impact Glazed Steel OS Door
Wood/24 Ga. Steel
74" x 80.75"
Prepared For:
Jeld -Wen Inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by:
Alexis Spyrou
Florida Professional Engineer # 68101
Date: 6/6/2011
Contents:
Evaluation Report Pages 1 —4
Installation Details Pages 5 & 6
. ostttatatitior
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Digitally signed by Alex Spyrou
Reason: I am approving this
document
Date: 2011.06.13 15:37:29 - 04'00'
Alexis Spyrou, P.E.
Florida No. 68101
CertWorks
... It works
FBPE Certificate of Authorization No. 28520
FL #:FL14569
Date: 6/6/2011
Report No: 1398
Manufacturer: JeId -Wen Inc.
Product Category: Exterior Door Assembly
Product Sub- Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Rule 9N -3.005 (1)(d)
Product Name: Wood Edge Impact Glazed Steel Outswing Door
(Impact)
74" x 80.75"
Scope:
Limits of Use:
This is a Product Evaluation Report Issued by Alexis Spyrou, P.E. (FL # 68101) for JeId -Wen Inc. based
on Rule Chapter No. 9N- 3.005, Method 1a of the State of Florida Product Approval, Department of
Community Affairs - Florida Building Commission.
Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or
distributing the product or in any other entity involved in the approval process of the product named
herein.
This product has been evaluated for use in locations adhering to the 2007 Florida Building Code,
See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for
specific use parameters.
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code,
including, the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing JW0509 -03 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW0509 -03 for size and design pressure limitations.
Alexis Spyrou, P.E.
Florida No. 68101
Page 2 of 5
CertWorks ...It works
FBPE Certificate of Authorization No. 28520
FL#: FL14569
Date: 6/6/2011
Report No: 1398
Quality Assurance:
The manufacturer has demonstrated compliance of door products in Accordance
with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789)
Performance Standards: The product described herein has been tested per:
Referenced Data:
• TAS 201 -94
• TAS 202 -94
• TAS 203 -94
• ASTM E 330 -02
• ASTM E 283 -91
• ASTM E 331 -00
• ASTM E 1886 -05
• ASTM E 1996 -05
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization # TST1589)
Report #: NCTL -210- 3195 -1, Report Date: 04/28/2005
Report #: 5JW2011 -070 Report Date: 06/03/2011
Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization #: QUA 1789)
3. Certification Agency
National Accreditation and Management Institute
(FBC Organization #: CER 1773)
Certification #: N1006255 -R4
Miami Dade BCCO
(FBC Organization #: CER 1592)
NOA #: 08- 0206.01
Products described herein are tested in accordance with standards listed above as required by the 2007 Florida
Building Code and do not require an Impact resistant covering.
Alexis Spyrou, P.E.
Florida No. 68101
Page 3 of 5
CertWorks ... itworks
FBPE Certificate of Authorization No. 28520
FL#: FL14569
Date: 6/6/2011
Report No: 1398
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is
employed, use 3/16" diameter ITW Tapcon, type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to installation Instructions (3W0509 -03) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Positive
Negative
Alexis Spyrou, P.E.
Florida No. 68101
Page 4 of 5
,S144,4 CertWorks ... It works
F8PE Certificate of Authorization No. 28520
FL#: FL14569
Date: 6/6/2011
Report No: 1398
Installation Method
Jeld-Wen Inc.
Wood Edge Impact Glazed Steel Outswing Door
€."
i
Alexis Spyrou, P.E.
Florida No. 68101
Page 5 of 5
/\ BUILDING DROPS
A Perfect Solution In Every Drop
Certificate of Authorization: 29578
127 W. Fairbanks Ave.
Suite 438
Winter Park, FL 32789
407.644.6957 PH
407 -644 -2366 FX
contact@ b ui ld i ngdrops. com
December 12, 2011
TO: Whom It May Concern
FROM: Alexis Spyrou, P.E.
Registered Florida Professional Engineer #68101
MANUFACTURER: JELD -WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
FLORIDA PRODUCT
APPROVAL #: F114569 -R1
PRODUCT CATEGORY: Exterior Doors
PRODUCT CATEGORY: Swinging Exterior Door Assemblies
SUBJECT: Product Conformance to the 2010 Florida Building Code
Dear Sir (Madam),
I have reviewed the referenced Florida Product Approval and associated documents and found
all drawings, reports, referenced test standards, and associated ancillary tests as noted in the
currently approved documents listed below to be in compliance with the 2010 Edition of the
Florida Building Code.
It has been concluded that no revisions or changes to the referenced standards and standard
years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the
Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of
the Florida Building Code.
SECTION
DRAWING
REPORT
CERTIFICATE
CERT. EXP.
TEST STDS.
14569.1
JW0509 -03
1398
141006255 -R4
09/30/2013
TAS 201 -94
TAS 202-94
TAS 203 -94
To the best of my knowledge, all referenced & included test standards, methods of installation,
details, and performance ratings have been found to comply with the 2010 edition of the Florida
Building Code.
This product is manufactured under a quality assurance program currently approved by the
Florida Building Commission.
Page 1 of 2
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
127 W. Fairbanks Ave.
Suite 438
Winter Park, FL 32789
407,644.6957 P11
407 - 644 -2366 FX
contact@buildingdrops.com
Please note that I do not have, nor will I acquire, a financial interest In any company
manufacturing or distributing the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial Interest with the Laboratory that performed
the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s).
Respectfully submitted,
Alexis Spyrou, P.E.
Florida Registered Professional Engineer #68101
ALEX SPYR. OU
2011.12.16 16 :29 :10
- 05'00'
Page 2 of 2
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NIQ06255 -R4
10/14/2005
S.trItetwal
JJLD- W0j
J -1O4 -3 ...
06/08/2011
The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand
portion of this form and a certification label is applied to the product. This certification seal represents product
conformity to the applicable specification and that all certification criteria has been satisfied.
The product described below is approved for listing in the Directory of Certified Products at
www.NAMlCertitication,corn. Please review, and advise NAM/ immediately if data, as shown, requires
corrections.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD -WEN Exterior Doors
JELD -WEN's "Steel Wood - Edge" Double
3737 Lakeport Boulevard
In- Swing/Out -Swing Entry Doors
Klamath Falls, OR 97601
w /ODL impact Glass or ODL Allen Frame and
Endure Ultimate Hurricane Astragal
Configuration:XX
Glazing: IG- 0.125" Temptered Glass/ Laminate -
0.125" Annealed Glass/ 0.090" PVB by Solutia/
0.125" Annealed Glass
Frame: W- 6'2" Panel: W- 3'1" DLO: W- 1'10"
H- 6'11" H- 6'7" H- 5'4"
SPECIFICATION
PRODUCT RATING
TAS 201/202/203 -94
Design Pressure: +60/ -60 psf
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL- 210- 3195 -1 ( Structural / Impact)/ NCTL- SJW2011 -070
Expiration Date: September 30, 2013
Administrator's Signature:
,/za
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
TEL: (804) 684 -5124/ FAX: (804) 684 -5122