WS-10-1198B ::r
17 V 1LDIN
PERMIT APPLICATION
C 20
emit Type: BUILDING ; 101MING.
Permit No.
Master Peanut No
Owner's lame (Fee Simpi* Titleholder) Phone # -- 5 l 5
Owner's ddra . ..
.
ci' a ® state. " - . ..
.....:..:..:
Tenant/Less ame
Phone i#
Email
e
Job (where the worli is beitig done)`. , ' QJ
City lyliatini Shvres Villa e County sf arna Dade
- 1 �rY'Y1�I�I,IIr�Y
.: FOLIO ':1.Pt:CFL# a. 1 'w'' DO 4O0
Is: Building Historically Designated YES ` . NO .. .
Contractor's Company Name Phone #
tractor.. s Address
Con ti :..... � .
C State :' gig
:. Qu alxiier Name ' Phone . #. .:.,
State Certificate or Registration No ' : :' Certif sate of Competency No,
Contact Phone
Architect/Engineer's Name applicable)
.. ..
. 'Value of Work For ; this I'xmtt $ : Square l Ziu ear l g a Of Mrk;
A x
Tap Of Work: �( tl txou Alteration ew ` Itepair�'lt ace "Deriavtition
Describe Work: I
* * * * * * ** * * *** ** * * * * *** * * * ** * ** * * ** Fe es ** * * * * *:* * * * ** * *** ** :* * ** * * *** *, * * * **
.
O
Sub uxittal Fee $ :: � Per �i�t Fee $ . •: �Q - C� CF $ .. � COiC.0 $ '
r
Trainin ducatiou Fee $O- Tecbn�ology Fee $ t0
Sca xag $ (0.
Double Fee Radon $ DPBR $ Bonn $
$
: V iolation. date:
Total Fee No* Due $ '
See Reverse side -a
1•01301)
JJ1114 3 - 0 1,C)10 1,C)10 0
Flood.Zone''`
Nnta y $
Structural Review. $
Miami Shores Villa . e
Building" Department
1 0050. 2nd' Avenue, Miami Shores, Florida 33138
Tel:'.C305):.795.2204 Fax: (305) 156;8972
INSPECTION'S PHONE NUMBER: (305) 7614949
(Revised .07110 /07)(Revised 06)10/2009)
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 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 mg 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 $2300, 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 fir a ection . which occurs seven (7) days. after the building permit is issued. In the absence of such posted notice, the
inspecti . will n • be ap and a reinspection fee will be charged...
�, :
I
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Signature
Owner
NOT
. Sign; •
Print
• 1WIy.Connniission Expires:
APPROVED BY
PUBLIC;
t,A,
6 4: TTJ Tj
V �
* *** *** k * * * * * * * * *'4c***************9}V******* k r 3r** * * * * *** *r 3PA+k:hak *iY4tds*dt *dc9l'7 ** 3rlt**** Tr** ***9t9t9t'ka1 *** k k* A'4tandt9r*.'3rof *
Engineer
Signature
Contractor
Sign:
J
. Print;
';`•v‘ My Commission Expires;
Plans Examiner Zoning
Clerk checked
Inspection Number: INSP- 151561 Permit Number: WS -6 -10 -1198
Scheduled Inspection Date: October 07, 2010
Inspector: Bruhn, Norman
Owner: DAVIS, JADE
Job Address: 115 NW 109 Street
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
REPLACE WINDOWS AND DOORS WITH IMPACT
PRODUCTS
Passed
J�J j y/a
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- 147409. Add anchors per PA.
NB
AROUND 1:00
October 06, 2010
Miami Shores, FL 33168 -4316
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1121360030230
Page 18 of 31
Please read and initial each paragraph.
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise pers
residence. It is my responsibility to ensure that the persons whom I employ have the license req
municipal ordinance.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: 1/ak DATE V i'e-iC90
ADDRESS: ‘k 01 '"' (LCfl&j
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7).
And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further
understand that I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license: You must
supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a
commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings codes and zoning regulations.
1. I understand that state law requires construction to be done by a licensed contractor and have applied fo owner- builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property li ay ac as my own
contractor with certain restrictions even though I do not have a license.
2. I understand that building permits are not required to be signed by a property owner unless he or ; yes responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand tha I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her e instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list hi li « -nse numbers on
permits and contracts.
4. I understand that I may build or improve a one family or two - family residence or a farm outbuilding. I ma ' -lso build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my -- ' occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built ( s.tantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume th -. • r l or substantially
improved it for sale or lease, which violates the exemption.
1 41
''ng on my building or
law and by county or
Initial
Initi
Initial
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. willfully acting as an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my pro
10. I understand that I may obtain more information regarding my obligations as an employer from the Inte
United States Small Business Administration, and the Florida Department of Revenues. I also unders
Florida Construction Industry Licensing Board at 850.487.1395 or htt .: / /www.m oridalicense.com /db
Was acknowledged before me this
OWNER
day of . , 20 10
NOTARY
v 1"�1BLIc fl h.Tl T r}} T Ar
NOTARY
Ci a d i `�� `� >.r
e r, : r ) / i"c 23
1 :Ep '3 Y) : 1
is �_ . ,
�onnn °°
BONDED THRU ATLANTIC BGNCLIG ®..Iti(.
Initi
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who not licenses to
perform the work being done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide wor compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
nd t
ro /cil
Initia
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abid =f 'y all applicable
laws and requirement that govem owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulation
Initia
11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understand am the party
legally and financially responsible for the proposed construction activity at the following address:
t U`) c � - , is,i v148r
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the i
have provided on this disclosure.
evenue Service, the
at I may contact the
/in!ex.html
`T/
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who dog not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
who was personally known to me or who has
ced there License or t I � 1 +, ' _� as identification.
Now meow
13.40
-400 c.
uir 3'
12.40'
9.90
10'•
A
9.0'
17.90 12.70'
0
m °
2.75'
16.00' °
4.5 ' r)
9.80'
••r
NMI
w.
■■
M
r ■I• ■r_
.r1111111 aver rrr•,
•M■ Driveway ■ ■ ■■.
411 ■rrrr�,
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.irrrv" 'urrr■
"trip
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of
2.0
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'•:.:75.00' M R :.......... .......
2.
SIGNED
MIGUEL
STATE OF
Mt
SIM UP tl Mt
MO DAPPER
•
•
0
On
FJP:1t'•
000)
Property Address:
115 N.W. 109 STREET,
MIAMI SHORES FLORIDA 33168
II IR
' 29.70' FJ.P 8
r «t
( )
7 5.00 ' (M)(R) AN. 5' 8l 14.411M :
12' Grass Parkway
13' Median Grass
N.W. 109th Street
•
RIMIEISIMMIGSMO HERESY SY%IEY•DAmue AND
CORRECT REP Ea TAI6N07A ! . tee. : J 4,. r COWL=
OROF IALW� c `17.4 T • • . -. CODE PURSUANT
TO 472.097. MCC
• •
• • • •
• • •
■M • •
• • •
*star •
*m,E,1 - ALROMC 1C SULAt.LOR
•
• • • •
• •• • • •
• • • • • • • • • •
• • • • • • • • •• ••
••• • • • • •• • •
Notes:
NO NOTES
FJ.P.Wd
(NOM)
.18'
Accepted By
Survey: A -12050
Scale: 1720'
FJA we
32' M a R (NuD)
B. er
MIGUEL ESPINOSA LAND
SURVEYING, INC.
10665 SW 190 Street
Suite 3110
MIAMI, FL 33157
PHONE:(305) 740 -3319
FAX #:(305) 669 -3190 LB # 6463
PAGE 1 OF 2
•
•Mew4
Roofs
H _ 1 8 h h
• • • 'DESIGN
PRR fSF) •
Tdbut•ry ArealiSq Ft)
Zone 4
40
45
50
,:_
h •
•
• :0
25,
30 •
35
IP -1
-50.4
+46.5
492
+412
-48.3
+44.4
476
+43?/
647.1 •
141 •
- 48.6
+42:7
-46.2
+42.3
-45.9
+41.9
-45.5
+41.6
• ?eft.
+47'1
-•_48•
+45.9
4,49.0
-48.3 a
+44 :
•47.8 •
-47.3
+43.3
36.8
+42.9
- 46.5
+42.5
-462
+422
••••
• -52.4
• lir°
+48.3
-51.1
0 47.(
9 52 . 2
+48.1
-53%
•+49.00
6 +05.0
-502
.1
1.3
+47.1
-52.4
•+48.1
- 49.5
+45.4
-50
+46.4
i rti •
-48.9
*411%
•594 .39 . 5
+45.8
-48.4
+44.3
+45.3
-48.0
+43.9
-49.1
+44.9
- 47.7
+43.6
- 48.7
+44.5
-49.7
+45.4
-47.3
+43.2
-48.4
+44.2
-49.4
+45.1
•
• Z
-5 3.5
+49.4
•
• We*
-88.0
+49.9
• 24 ft
-62.6
+48.2
* 445„-g3.3
+49.9
+49.0
- 59.4
+46.7
-58.0
+45.9
26 ft
-50.6
+48.3
-50.3
+45.9
•
26 ft
-56.6
+522
•-2'
461►80
6 `114.2
•+49.8
-53.5
+49.1
52.9
+48.4
-52.3
+47.9
-51.9
+47.5
-51.5
+47.1
-51.1
+48.7
28 ft
-57.5
+53.0
-56.1
+51.6
-55.1
+50.6
-54.3
+49.8
- 53.7
+492
-532
+48.7
-52.7
+48.2
-52.3
+47.8
-51.9
+47.4
30 ft
-58.3
+53.8
-56.9
+52.3
- 55.9
+51.3
-55.1
+50.6
-54.5
+49.9
-53.9
+49.4
-53.5
+48.9
-53.1
+48,5
-52.7
+48.1
32 ft
-59.1
+54.5
-57.7
+53.1
- 58.7
+52.0
-55.9
+51.3
-552
+50.6
- 54.7
+50.1
-542
+49.6
-53.8
+492
-53.4
+48.8
34 ft
38 ft
- 59.9
+552
-60.6
+55.9
-58.4
+53.7
-59.1
+54.4
-57.4
+52.7
58.1
+53.3
- 58.6
+51.9
-57.3
+52.5
55.9
+51.3
-56.6
+51.9
-62.4
+49.4
-63.1
+50.0
38 ft
inm o
o
38 ft
-61.3
+56.5
-59.8
+55.0
- 58.7
+54.0
-57.9
+53.1
-57.3
+52.5
-56.7
+51.9
-562
+51.4
-55.8
+51.0
-55.4
+50.6
40 ft
- 62.0
+57.1
-60.5
+55.6
59.4
+54.5
-58.6
+53.7
-57.9
+53.0
- 57.3
+52.5
56.8
+52.0
-56.4
+51.5
-56.0
+51.1
42 ft
- 62.6
+57.7
-61.1
+58.2
-60.0
+55.1
-592
+54.3
-58.5
+53.6
-57.9
+53.0
-57.4
+52.5
-57.0.
+52.1
-56.6
+51.7
44 ft
-632
+58.3
-61.7
+56.7
-60.8
+55.7
-59.7
+54.8
-59.1
+54.1
- 58.5
453.5?
-58.0
+53.0
-57.5
+52.6
-57.1
+522
46 ft
-63.8
+58.8
-62.3
+57.3
-612
+58.2
-60.3
+55.3
-59.6
+54.6
-59.0
+54.0
58.5
+53.5
-58.1
+53.1
-57.7
+52.7
48 ft
-64.4
+59.4
-62.8
+57.8
- 81.7
+56.7
- 80.8
+55.8
-60.1
+55.1
-59.6
+54.5
-59.0
9.0
+54,0
-58.6
+53.8
-582
-58
+53.1
50 ft
-64.9
+59.9
53.4
+58.3
-62.2
+572
-61.4
+56.3
- 60.7
+55.8
-60.1
+55.0
-59.5
+54.5
-59.1
+54.0
-58.7
+53.6
52 ft
-65.5
+60.4
- 63.9
+58.8
-62.8
+57.6
-61.9
+56.8
-61.2
+56.1
-60.6
+55.4
-60.0
+54,9
-59.6
+54.5
-59.2
-59
+54.0
54 ft
-66.0
+60.8
- 64.4
+59.2
-63.3
+58.1
-62.4
+572
-81.7
+56.5
-61.0
+55.9
-60.5
+55.4
-80.1
+54.9
-59.6
+54.5
56 ft
-86.5
+61.3
-64.9
+59.7
- 63.7
+58.5
-62.9
+57.7
-62.1
+56.9
-61.5
+56.3
- 61.0
+55.8
50.5
+55.3
-60.1
+54.9
60 ft
-87.5
+622
-65.8
+60.6
- 64.7
+59.4
-83.8
+58.5
-83.0
+57.8
-62.4
+57.1
-61.9
+58.6
-61.4
+56.1
-61.0
+55.7
Mean
Roof
Height
DESIGN PRESSURES
PSF) •
(Sq Ft)
Zone 5
40
45
50
10
15
20
Tributary Area
25
30
35
0 -15 ft
-622
+46.5
59.8
+45.2
-58.0
+44.4
- 58.7
+43.7
- 55.6
+43.1
-54.6
+42.7
-53.8
+42.3
-53.1
+41.9
-52.5
+41.6
16 ft
-83.1
+47.1
-60.6
+45.9
-58.8
+45.0
-57.5
+44.3
-56.3
+43.7
-55.4
+43.3
- 54.6
+42.9
-53.9
+42.5
-532
+422
18 ft
20 ft
22 ft
-64.6
+48.3
-66.1
+49.4
57.4
+50.4
-62.1
+47.0
- 63.5
+48.1
-64.8
+49.0
- 60.3
+46.1
- 61.6
+47.1
-62.9
+48.1
-58.9
+45.4
-602
+46.4
-61.4
+47.4
-57.8
+44.8
-59.0
+45.8
-60.2
+46.8
-56.8
+44.3
- 58.1
+45.3
-592
+46.3
-55.9
+43.9
-572
+44.9
- 58.4
+45.8
-552
+43.6
-58.4
+44.5
-57.6
+45.4
-54.5
+432
-55.8
+442
-56.9
+45.1
24 ft
- 68.7
+51.3
-88.0
+49.9
- 64.1
+49.0
-62.6
+48.2
-61.4
+47.8
-60.3
+47.1
- 59.4
+46.7
-58.7
+46.3
-58.0
+45.9
26 ft
-69.8
+52.2
-67.1
+50.8
- 85.1
+49.8
-63.8
+49.1';,
-62.4
+48.4
-61.4
+47.9
-60.4
+47.5
-59.6
+47.1
-58.9
+46.7
28 ft
-70.9
+53.0
-682
+51.6
-662
+50.6
- 64.8'.
+49.8
-63.4
+49.2
-82.3
+48.7
-61.4
+482
-60.6
+47.8
-59.9
+47.4
30 ft
-72.0
+53.8
-692
+52.3
-67.1
+51.3
-65.6
+50.6
54.3
+49.9
53.2
+49.4
- 62.3
+48.9
-61.5
+48.5
-60.7
+48.1
32 ft
-73.0
+54.5
-70.1
+53.1
-88.1
+52.0
-66.5
+51.3
-652
+50.6
-64.1
+50.1
- 63.1
+49.6
-62.3
+492
-61.6
+48.8
34 ft
36 ft
-73.9
+55.2
-74.8
+55.9
-71.0
+53.7
-71.9
+54.4
R
C.
VTVT
-67.3
+51.9
-68.1
+52.5
-66.0
+51.3
- 66.8
+51.9
- 64.9
+50.7
-65.7
+51.3
ry n m
4
-63.1
+49.8
-63.9
+50.4
-62.4
+49.4
-63.1
+50.0
38 ft
-75.7
+56.5
-72.7
+55.0
-70.6
+54.0
-68.9
+53.1
-67.6
+52.5
-68.5
+51.9
-85.5
+51.4
-64.6
+51.0
-63.8
+50.6
40 ft
-76.5
+57.1
-73.5
+55.6
-71.3
+54.5
-69.7
+53.7
-68.3
+53.0
-672
+52.5
-66.2
+52.0
- 65.3
+51.5
-64.5
+51.1
42 ft
-77.3
+57.7
-742
+562
-72.1
+55.1
- 70.4
+54.3
-69.0
+53.8
-67.9
+53.0
- 66.9
+52,5
- 66.0
+52.1
-652
+51.7
44 ft
-78.0
+58.3
-75.0
+56.7
-72.8
+55.7
-71.1
+54.8
- 69.7
+54.1
-88.5
+53.5
-87.5
+53.0
58.6
+52.6
-65.8
+522
46 ft
-78.8
+58.8
-75.7
+57.3
-73.5
+562
-71.8
+55.3
-70.4
+54.8
-69.2
+54.0
-682
+53.5
-67.3
+53.1
-66.5
+52.7
48 ft
-79.5
+59.4
-76.3
+57.8
-74.1
+56.7
-72.4
+55.8
-71.0
+55.1
-69.8
+54.5
58.8
+54.0
-67.9
+53.6
-67.1
+53.1
50 ft
-802
+59.9
-77.0
+58.3
-74.8
+572
-73.0
+56.3
-71.6
+55.6
-70.4
+55.0
59.4
+54.5
-88.5
+54.0
-67.8
+53.6
52 ft
-80.8
+80.4
-77.6
+58.8
-75.4
+57.6
-73.6
+56.8
-722
+56.1
-71.0
+55.4
-69.9
+54.9
-69.0
+54.5
-682
+54.0
54 ft
-81.5
+60.8
-78.3
+592
-76.0
+58.1
-742
+57.2
-72.8
+56.5
-71.6
+55.9
- 70.5
+55.4
-69.6
+54.9
-68.7
+54.5
56 ft
-82.1
+61.3
-78.9
+59.7
-76.6
+58.5
-74.8
+57.7
-73.3
+56.9
-72.1
+56.3
-71.0
+55.8
-70.1
+55.3
-69.3
+54.9
60 ft
-83.3
+622
-80.0
+60.6
-77.7
+59.4
-75.9
+58.5
-74.4
+57.8
-73.2
+57.1
-72.1
+56.6
-71.1
+56.1
-70.3
+55.7
03/02/2009 - 5:01 pm troyb
F:103 Elements110 Loading \11 Calculators'ASCE 7 -05\_FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg
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2007 FLORIDA BUILDING CODE & ASCE 7 -05
DESIGN LOADS FOR COMPONENTS AND CLADDING
INiT €RIOR ZONE 4 PRESSURES
EXTERIOR ZONE 5 PRESSURES
WIND VELOCITY =146 MPH
EXPOSURE 'C'
MRH =O -60'
BASED ON Kd =0.85
SEE TABLE NOTES
FOR ALT Kd
INSTRUCTIONS FOR TABLE USE:
1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS
DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES.
2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A
FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT.
4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10°
SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION.
5. IDEMTFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT
CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT.
6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE
ASSUMPTION.
7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR
THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL
OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL
BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER
THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
9, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
GENERAL NOTES:
1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E.
2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER
COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING
BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE
VALUE USE IS OFFERED HEREIN.
3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED
CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II
(GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR
I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES.
TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR
HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY.
VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ
= HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES.
6. NO CERTIFICATION I5 OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE.
7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH,
WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL
DIMENSION OR 3F1 (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.
_
1 5
ELEVATION
WALL ZONE FIGURES
PEAK ROOF
HEIGHT
MEAN
ROOF
HEIGHT
C
tn
F
z
8
3
fn
REMARKS
INU ISSUE
REVISE FOR 07 FBC
DRWN
CHKD
DATE
CL FLB 04 /19/06
TSB FLB 02/23/09
THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO,
P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART
WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.8.
"ALTERATIONS, ADDRIONS, HIGHLIGHTING, OR OTHER
MARKNGS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVALIDATE OUR CERTIFICATION.
2007 FLORIDA BUILDING CODE
ASCE 7 -05, MRH = 0 - 60 FT
DESIGN LOADS FOR
COMPONENTS & CLADDING
ENGINEERING
EXPRESS®
160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354 -0660 FAX: (954) 354 -0443
WWW.ENGEXP.COM
CERT OF AUTH 88885
MIAM
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Jeld - Wen
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 - 8" Outswing" Glazed Steel Door — L.M.I.
APPROVAL DOCUMENT: Drawing No. JW0509 03 - 01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip
Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revision `B" 04/08/06, signed and
sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product Control Approval stamp with the
Notice of Acceptance number and approval 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, 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.
INSPESIFIelt 4 cppyqf itiCelath NOA shall be provided to the user by the manufacturer or its distributors
and shall be av,Cdabla far instead& at the job site at the request of the Building Official.
This NOA o't$is page:1 ma evidences page E -1 and E -2, as well as approval document mentioned
above.
The submitte l docujnentgtion was reviewed by Jaime D. Gascon, P.E.
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06
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MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
NOA No 05- 1215.01
Expiration Date: May 25, 2011
Approval Date: May 25, 2006
Page 1
Jeld -Wen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's parts and sections drawings.
2. Drawing No "JW0509- 03 -01 ", titled "Impact Glazed
Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen ,
revision `B" on 04/08/06, signed and sealed by James
E -1
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Steel Door Outswing 6' -8" Lip
Inc., dated 09/06/05 with
J. Dobrowski , P. E.
B. TESTS
1. 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 9/28/05, signed and sealed by Gerard John Ferrara, P.E.
C. CALCULATIONS:
1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated
11/04/05, singed and sealed James J. Dobrowski , P. E.
Complies with ASTM E 1300 -98
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, expiring on 03/04/09.
2. Test report No.J99006660 -001, dated 04 /08/99, for "Surface Burning Characteristics
of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene,
issued by Intertek Testing Service NA Inc.
3. Test report No.J99006660 -001, dated 04 /08/99, for "Test Method for Ignition
Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the
Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc.
4. Test report No.ATI- 61782.01- 106 -31, dated 01/14/06, for "Standard Test Methods
for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin,
issued by Architectural Testing, Inc.
5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Western
▪ : $eQl8ctibnSef1 s Aluminum Glazed Lite Kit Assembly - Impact" dated 07/28/05,
▪ • • • :: a cp rrn erg 0W 8/10.
•• ••• •• • • • ••
Jaime D. Gascon, P.E.
Chief, Product Control Office
NOA No 05- 1215.01
Expiration Date: May 25, 2011
Approval Date: May 25, 2006
Jeld -Wen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen,
dated 11/02/05, signed and sealed by Steve Saffell.
2. Statement Letter of conformance and letter of "No financial interest" issued by David
Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski,
P.E.
G. OTHER
1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance
with the Florida Building Code (FBC).
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E -2
Jaime D. Gascon, P.E.
Chief, Product Control Office
NOA No 05- 1215.01
Expiration Date: May 25, 2011
Approval Date: May 25, 2006
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
TYPICAL ELEVATIONS
2
VERTICAL CROSS SECTION & BILL OF MATERIAL
3
HORIZONTAL CROSS SECTIONS
4
ANCHORING LOCATIONS
5
MISCELLANEOUS DETAILS
6
UNIT COMPONENTS
TABLE I DESIGN PRESSURE RATING
j / / INFILTRATION
R QUIR
POSITIVE
,60.0 PSF
NEGATIVE
.&0.0 PSF
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( --JELIMEN® Steel •
WOOD EDGOIMPACT•3LAZED INSULATED Sa ttL DOOR
X6.8 OUTSt PWG SINGLE OR DOUBLE DOOR UNIT
• •UTILLV*3 COMPONENTS FROM ODL INC. AND
• : • ESdMA PRODUCTS INC.
l
•. • • ••
r• • •••• •
a otistmODUCT IS QESI9 *MEET THE FLORIDA BUILDINGCODE
•LUA.w 7M1Z •••.••
S. WDOD BYOthfER3 NUS7BEANcHOREDPROPERLYTo TRANSFER
LOADS TO THE GIRLISMI IM • •
i 4. P AV USTEDAND SPACED AS SHOWN ON DETAILS.
• 7OBASE MATERIAL SHALL SEBETOND WALL DRESSING
81 T.sco. • ••
4. DESIGNED PRESSURE RANG TABLE I, PAGE 1.
� �
' OCTMEETSTHE WA REQUIREMENTS FOR HIGH VELOCITY
ZONE (M
6. PRODUCT DOES NOT REQUIRE SHUTTERS
RESIDENTIAL INSULATED STEEL DOOR (Common to aUtame cara: )
DOOR LEAF CONSTRUCTION:
Face sheets: 24 GA (0.021'ndn) thfcmesa Galvanized steel A-525
commercial quality AKDO perASTM 620 wd0h average minimum yield
strength Fy(ave).30627psL
Core DesIan Eapmndedpolystyrene with 1.0 to 1.25 Ito density, byJeld -Wen lac
Panel Cansmrcllmc The active and &naive panels are constructed Gmn 24 GA
(0.021'm2n)gatvadred seeL Tha lace sheets atop and bettor nare bent 9 °over
Me top and bottom ads. Tha top rail measures 1.0'Mghx 1.688' wide. Ma steel
bottom mil measures 1.21 NMI x 1.888' wide. Thesldes of the lace sheets are rot
loaned Into the latch and hinge stiles which measure 1.0o' high x 1.688° wide. The
Warier cavity Is Med with expanded polystyrene. The face sheets are glued to the
expanded polystyrene. The panels are cut out for the Swo pleoe ODL AGanlnum ills
home. Units are glazed withtempered and lamhwtedImpact 1 °la On double door
applwBons the Inactive door Is fitted with an extruded Numb= astragal of
6083 -T3 afoy, mmoleGtned by Endure
Frame Conshuctlom The frames are constructed of fingerjolnted pine/ambs
measuring 4- 6/16'x 1 -1/4- The head/ants are mordsed and butt joined to
the side lambs, and attached with three (3) 160A 7/16' crown x2'long
staples on each side. The threshhold Is attached to the side Jambs with
three (3) 16GA 7/16' crown x2 °Ong staples on each side. The units use
an Inswing adjustable threshold.
Glazing: ODL Insulated Ste 11' overall thldmess, consisting of one (1)
pane of 0.125' tempered glass; O.S" a1r space; two (2) panes of 0.125°
annealed with .090' PVB Intedayer by Soluda All lites are sandwiched
glazed hrto the panels.
SINGLEOUTSWING UNIT
So'
}
21 1/8
MAK
DLO.
INACTIVE
1
A
21 1/8'
MAX.
DLO.
ACTIVE
i
J
d
ALL DOOR MODELS ARE VIEWED
FROM THE INTERIOR SIDE
74' MAX OVERALL
FRAME WIDTH
36 1/2" MAX
PANEL WIDTH
W /ASTRAGAL
\_ C).
REF ASTRAGAL BOLT ITEM # 12
DOUBLE OUTSWING UNIT
App erg
@feet&°
DdatFO •
NOAfI s $75
Waal Bat
2 174 ;!...", D � eu � •
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DATE 9 -06 -05
SALE: NTS
Doc. SY: JPR
05C. 8Y
OEAMO NO.:
JW0509 -03 -01
SHEET 7 OF 6
• •• •
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0
0
J
SEE NOTE 1 & 2
RI
0 2 1 VERTICAL CROSS— SECTION
(ENDURA # FOB4566 SILL)
NOTES:
1. FOR ANCHOR SPACING SEE SHEET 4 OF 6
2. 2x BUCK TO SUBSTRATE FASTENING MAY
UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA
#02- 0503.07)
Dalmozi-
P'r,,
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cd
N O
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0
a
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0
0
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O 9 -06 -05
SCALE: NTS
O BY: JPR
cHI( BY
ORAING
JW0509 -03 -02
s(Er 2 Or 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 1264. (.089" MIN)
STEEL
4 .
#9 x 5/8" PHILLIPS FLATHEAD WOOD SCREW
STEEL
5
#8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
6
#10 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
7
#8 x .3" PHILLIPS FLATHEAD WOOD SCREW
STEEL
8
118X1" PHILLIPS PAN HEAD WOOD SCREW
STEEL
9
COMPRESSION WEATHERSTRIP (Q -LON QDS -650)
11
OUTSWING BUMP THRESHOLD (ENDURA)
ALUMINUM
12
ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18"
STEEL
13
ASTRAGAL BOLT STRIKE PLATE LOCATED
ON HEAD JAMB
STEEL
14
16 Go. 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
ALUMINUM
18
ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL
STEEL
19
2x WOOD BUCK
WOOD
20
SHIMS FOR 1/4" MAX THICKNESS
WOOD
21
DOW 995 SILICONE SEALANT
SILICONE
22
1 " IMPACT IG ASSEMBLY NOA #03- 0428 -02
GLASS
23
1/8" TEMPERED GLASS
GLASS
24
3/8" LAMINATED ANNEALED GLASS
GLASS
25
LOCK BLOCK (WOOD X 12" LC)
WOOD
26
TOP RAIL ( FINGERJOINTED PINE)
PINE
27
BOTTOM RAIL (2564 MIN GALVANIZED STEEL)
STEEL
28
EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD -WEN)
FOAM
29
STEEL DOOR PANEL SKIN MATERIAL. (2464 GALVANIZED)
A -525 COMMERCIAL. QUALITY 0.021" MIN. THICK.)
STEEL
GALVANIZED
ALUMINUM
30
ODL LITE FRAME (ALUM 6063 75)
31
HINGE SIDE STILE (FINGER JOINTED LVL)
PINE
32
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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 REOURE 18 X 3" PHIWPS FLATE HEAD WOOD SCREWS.
3. FOR ANCHOR SPACING SEE SHEET 4 OF 6
4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA
102- 0503.07)
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SEE DETAIL A
SHEET 5
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ANCHORING LOCATI ❑NS
SEE DETAIL 6
SHEET 5
SEE DETAIL 0
SHEET 5
6 12.4 12.4
NOTES:
1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS
USING (3) 16 Go. 7/16" CROWN x 2" LONG STAPLES.
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DETAIL C
STRIKE PLATES TO JAMB
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DETAIL A
HINGE MOUNTING DETAIL
DETAIL D
STRIKE PLATES To
TYPICAL ASTRAGAL
11
ASTRAGAL DETAIL
Fastener Spacing
Endura Astragal. 18 x 1' PPH WS
I •
DRILL 3/8' ASTRAGAL RETAINER BOLT HOLE
THRU THRESHOLD /MASONRY x 1 -3/8' DEEP
DETAIL B
GLAZING DETAIL
INSULATED GLASS UNIT
DRILL 3/8' ASTRAGAL RETAINER BOLT HOLE
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DETAIL E
TYPICAL ASTRAGAL STRIKE PLATE
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BLOCK (12" I G)
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LOCK
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ASTRAGAL SILL STRIKE PLATE
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ZINC & YELLOW CHROMATE
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JV0509 -03 -06
sir 6 of 6