WS-14-1681Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-218906
Scheduled Inspection Date: November 13, 2014
Inspector: Rodriguez, Jorge
Owner: HARRISON, CARLOS & CARMEN
Job Address: 10600 NE 10 Court
Miami Shores, FL 33138-2102
Project: <NONE>
Contractor: HOME OWNER
Iswiamg vepanment comments
REPLACE FRONT DOOR
Permit Number: WS -8-14-1681
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number
INSPECTOR COMMENTS False
1122320280990
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-218828. CREATED AS
REINSPECTION FOR INSP-217128. No access, no one home
Tap cons/ screws must be on thick part of frame
Failed
Correction ❑
Needed
Re -Inspection ❑ c
Fee /V
No Additional Inspections can be scheduled until
re -inspection fee is paid.
November 13, 2014 For Inspections please call: (305)762-4949 Page 13 of 45
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 10
BUILDING Master Permit Nos-
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
�sl7iYlt�_T�sI�
DRAWINGS
JOB ADDRESS: low 1 q1�_ 6*i 10A
City: Miami Shores County: Miami Dade Zip: �8
Folio/Parcel#: I I z'2 3z'0A 15dq jl? Is the Building Historically Designated: Yes v NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): `E Vc - A k 504 Phone#: 305— 91
Address: t®bw $�OVA� EAS+ 1 C+
City: �_V A % State: L Zip:
Tenant/Lessee Name: Phone#:
Email:
n
CONTRACTOR: Company Name:
Address:
City: State:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #: _
DESIGNER: Architect/Engineer: Phone#:
Address: City: State:
Value of Work for this Permit: $ 45 a 3Z i Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace
Description of Work:
Specify color of color thru tile:
P:
Zip:
❑ Demolition
Submittal Fee $ 56 '0Q) Permit Fee $ 1 `0 v Q CCF $ CO/CC $
Scanning Fee $
Technology Fee $
Structural Reviews $,
(Revised02/24/2014)
Radon Fee $
Training/Education Fee $
DBPR $ Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ Fra Go
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
ME
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 inspectioVC
ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will ne ved and a reinspection fee will be charged.
Signature
OWNER or AGENT
CONTRACTOR
The foregoing instrument wasacknowledgedbefore me this The foregoing instrument was acknowledged before me this
day of —10 `— . 20 by day of 20 by
wl<ispersonally�known� who is personally known to
me or who has produced me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:4
Print:
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
� v Notary Puouc am o — - '-^
Seal:' Joanna M Feliciano Seal:
O My Commission FF 082753
�X�re®01113/01®
as
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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: DATE: L� . �� - olpI4
ADDRESS: (�Jcj W ID4 WA444 AW 5 "F( I
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.
Please read and Initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial ��
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially
Improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption.
Initial,
S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial, N.
I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.
is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial t '`
7. 1 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. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial_ 4
I understand that 1 may not delegate the responsibility for supervising work to be a licensed contractor who is 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 workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
Initial-
9.
nitial
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.mvforidalicense.com/dbpr/aro/cilb/index.htmi
Initial `1
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initial_
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does 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 returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's 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.
Was acknowledged before me this day of 0 20
L111 I
was personally known to m� or w
NOTARY
;vvs�
W -S- �k4- II
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
=2-7 ,
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
.: ' }�01 000)01
2010 FLORIDA BUILDING CODE/ASCE 7-10
WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING
For Buildings with a Mean Roof Height of 60 Feet or Less
DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 41
Mean Roof
Tributary Area (sq. ft)
Hel ht
(it)
10
15
20
25
30
35
40
45
50
15
48.6
47.3
46.4
45.7
45.1
44.6
44.2
43.9
43.5
15
-52.7
-51.4
-50.5
-49.8
-49.3
-48.8
-48.3
-48.0
-47.6
16
49.2
47.9
46.9
46.2
45.6
45.2
44.7
44.4
44.0
16
-53.3
-52.0
-51.1
-50.4
49.8
49.3
48.9
-48.5
-48.2
17
49.7
48.4
47.4
46.7
46.1
45.6
45.2
44.8
44.5
1
-53.9
-52.6
-51.6
-50.9
-50.3
-49.81
49.4
-49.0
-48.7
18
50.2
48.9
47.91
47.2
46.6
46.1
45.7
45.3
44.9
-54.4
-53.1
-52.2
-51.4
-50.8
-50.3
49.9
49.5
49.2
19
50.6
49.3
48.4
47.6
47.0
46.5
46.1
45.7
45.3
19
-54.9
-53.6
-52.7
-51.9
-51.3
-50.8
-50.4
-50.0
-49.6
20
51.1
49.8
48.8
48.1
47.5
46.9
46.5
46.1
45.8
-55.4
-54.1
-53.1
-52.4
-51.8
-51.3
-50.8
-50.4
-50.1
22
52.0
50.6
49.6
48.91
48.2
47.7
47.3
46.9
46.5
-56.4
-55.0
-54.0
-53.3
-52.6
-52.1
-51.7
-51.3
-50.9
24
52.7
51.4
50.4
49.6
49.0
48.5
48.0
47.6
47.2
-57.2
-55.8
-54.8
-54.1
-53.5
-52.9
-52.5
-52.1
-51.7
26
53.5
52.1
51.1
50.3
49.7
49.1
48.7
48.3
47.9
26
-58.0
-56.6
-55.6
-54.8
-54.2
-53.7
-53.2
-52.8
-52.4
28
54.2
52.8
51.7
51.0
50.3
49.8
49.3
48.9
48.5
-58.8
-57.3
-56.3
-55.5
-54.9
-54.4
-53.9
-53.5
-53.1
30
54.8
53.4
52.4
51.6
50.9
50.4
49.9
49.5
49.1
30
-59.5
-58.0
-57.0
-56.2
-55.6
-55.0
-54.5
-54.1
-53.7
32
55.5
54.0
53.0
52.2
51.5
50.9
50.5
50.0
49.7
-60.2
-58.7
-57.7
-56.9
-56.2
-55.6
-55.2
-54.7
-54.4
34
56.0
54.6
53.5
52.7
52.0
51.5
51.0
50.6
50.2
-60.8
-59.3
-58.3
-57.5
-56.8
-56.2
-55.7
-55.3
-54.9
36
56.6
55.1
54.1
53.2
52.6
52.0
51.5
51.1
50.7
36
-61.4
-59.9
-58.8
-58.0
-57.4
-56.8
-56.3
-55.9
-55.5
38
57.1
55.6
54.6
53.7
53.1
52.5
52.0
51.6
51.2
38
-62.0
-60.5
-59.4
-58.6
-57.9
-57.3
-56.8
-56.4
-56.0
40
57.6
56.1
55.1
54.2
53.5
53.0
52.5
52.0
51.6
40
-62.5
-61.0
-59.9
-59.1
-58.4
-57.8
-57.3
-56.9
-56.5
44
58.6
57.1
56.0
55.1
54.4
53.8
53.3
52.9
52.5
-63.6
-62.0
-60.9
-60.1
-59.4
-58.8
-58.3
-57.8
-57.4
48
59.5
57.9
56.8
56.0
55.3
54.7
54.1
53.7
53.3
48
-64.5
-63.0
-61.9
-61.0
-60.3
-59.7
-59.2
-58.7
-58.3
52
60.3
58.7
57.6
56.7
56.0
55.4
54.9
54.4
54.0
-65.5
-63.9
-62.7
-61.9
-61.1
-60.5
-60.0
-59.6
-59.1
56
61.1
59.5
58.4
57.5
56.8
56.1
55.6
55.1
54.7
56
-66.3
-64.7
.63.5
-62.7
-61.9
-61.3
-60.8
-60.3
-59.9
60
61.9
60.2
59.1
58.2
57.4
56.8
56.3
55.8
55.4
67.1
-65.5
-64.3
-63.4
-62.7
-62.1
-61.5
-61.1
-60.6
DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone SJ
Mean Roof
Tributary Area (sq. it)
Height
00
10
15
20
25
30
35
40
45
50
15
48.6
47.3
46.4
45.7
45.1
44.6
44.2
43.9
43.5
-65.1
-62.5
-60.7
-59.3
-58.1
-57.2
-56.3
-55.6
-54.9
16
49.2
47.9
46.9
46.2
45.6
45.2
44.7
44.4
44.0
-65.8
-63.2
-61.4
-60.0
.58.8
-57.8
-57.0
-56.2
-55.5
17
49.7
48.4
47.4
46.7
46.1
45.6
45.2
44.8
44.5
-66.5
-63.9
-62.0
-60.6
-59.4
-58.4
-57.6
-56.8
-56.1
18
50.2
48.9
47.9
47.2
46.6
46.1
45.7
45.3
44.9
67.2
-64.5
-62.7
-61.2
-60.0
-59.0
-58.1
-57.4
-56.7
19
50.6
49.3
48.4
47.6
47.0
46.5
46.1
45.7
45.3
-67.8
-65.1
-63.3
-61.8
-60.6
-59.6
-58.7
-57.9
-57.2
20
51.1
49.8
48.8
48.1
47.5
46.9
46.5
46.1
45.8
-68.4
-65.7
-63.8
-62.3
-61.1
-60.1
-59.2
-58.4
-57.7
22
52.0
50.6
49.6
48.9
48.2
47.7
47.3
46.9
46.5
-69.6
-66.8
-64.9
-63.4
-62.1
-61.1
-60.2
-59.4
-58.7
24
52.7
51.4
50.4
49.6
49.0
48.5
48.0
47.6
47.2
-70.6
-67.8
-65.9
-64.3
-63.1
-62.0
-61.1
-60.3
-59.6
26
53.5
52.1
51.1
50.3
49.7
49.1
48.7
48.3
47.9
-71.6
-68.8
-66.8
-65.2
-64.0
-62.9
-62.0
-61.2
-60.4
28
54.2
52.8
51.7
51.0
50.3
49.8
49.3
48.9
48.5
-72.5
-69.7
-67.7
-66.1
-64.8
-63.7
-62.8
-62.0
-61.2
30
54.8
53.4
52.4
51.6
50.9 1
50.4
49.9
49.5
49.1
-73.4
-70.5
-68.5
-66.9
-65.6
-64.5
-63.5
-62.7
-62.0
32
55.5
54.0
53.0
52.2
51.5
50.9
50.5
50.0
49.7
-74.3
-71.3
-69.3
-67.6
-66.3
-65.2
-64.3
-63.4
-62.6
34
56.0
54.6
53.5
52.7
52.0
51.5
51.0
50.6
50.2
-75.0
-72.1
-70.0
-68.4
-67.0
-65.9
-64.9
-64.1
-63.3
36
56.6
55.1
54.1
53.2
52.6
52.0
51.5
51.1
50.7
-75.8
-72.8
-70.7
-69.0
-67.7
-66.6
-65.6
-64.7
-63.9
38
57.1
55.6
54.6
53.7
53.1
52.5
52.0
51.6
51.2
-76.5
-73.5
-71.4
-69.7
-68.3
-67.2
-66.2
-65.3
-64.6
40
57.6
56.1
55.1
54.2
53.5
53.0
52.5
52.0
51.6
-77.2
-74.2
-72.0
-70.3
-69.0
-67.8
-66.8
-65.9
-65.1
41
58.6
57.1
56.0
55.1
54.4
53.8
53.3
52.9
52.5
-78.5
-75.4
-73.2
-71.5
-70.1
-68.9
-67.9
-67.0
66.2
48
59.5
57.9
56.8
56.0
55.3
54.7
54.1
53.7
53.3
-79.7
-76.5
-74.3
-72.6
-71.2
-70.0
-69.0
-68.0
-67.2
52
60.3
58.7
57.6
56.7
56.0
55.4
54.9
54.4
54.0
-80.8
-77.6
-75.4
-73.6
-72.2
-71.0
-69.9
-69.0
-68.2
56
61.1
59.5
58.4
57.5
56.8
56.1
55.6
55.1
54.7
-81.8
-78.6
.7 .3
-74.6
-73.1
-71.9
40.8
-69.9
-69.1
60
61.9
60.2
59.1
58.2
57.4
56.8
56.3
55.8
55.4
82.8
-79.6
-77.3
-75.5
-74.0
-72.8
-71.7
-70.7
-69.9
General Notes
I These tables list allowable pressures (W w), given as 0.6*W"t„ where WW, is the wind pressure calculated in accordance with Chapters 26 and 30
of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein.
2 These tables are not valid as a site-specific drawing
3 These tables apply to walls and vertical surfaces only.
4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder.
5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable.
6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent
ULTIMATE WIND SPEED (mph) = 175
EXPOSURE CATEGORY = D
Tables are valid for the following cond0lons only
I Wind Speed, (Vy„ 3 -second gust) = 175 mph
2 Risk Category: B (General Residential and Commercial
Construction).
3 Exposure Category D
4 Topographic Factor (Kzt): 1.0 (Flat Terrain)
5 Directionality Factor (Kd): 0.85
6 For situations requiring Kd-1.0, multiply the values in
these tables by 1.18. Verify Kd requirements with local
building official and product approvals before uo • •
7 Enclosed Building: Gapi = o.18• 009000
Consult an Enalneer fortlnv o}h000nditlons
• • •
Instrucflons #60:60 • • •
I Tables show the'wont ieAe7sc aW pressures, with•ny
unknown variable at its critical condition.
0000 •• •
2 Tables are valid for ary roof slope For redueionefor roof
slopes less than 10 degrM, Ai 4ult Engineer3or Site •
specific analysis. 966600 • • • •
3 Calculate the average "t If averagecarrot%
determined, use the peak roof height. Roundup the roof
height to the next higr bib'I f e. •
4 Calculate the tributarparea (lemgill x height) Of the odng
in question. Round th%tribumryaarea down 4?. 140
•
smallest table value. If the tdbutay area is unknown, use
the most critical value (tUtquara%et). • • • •
•
5 Area between structural mullions shall be usd&5s?Aumry
area
6 Determine the Zone (Interior 4, or Exterior 5) of the
opening. An opening with any portion closer than distance
'a" to a building comer shall be considered in an Exterior
Zone (5), otherwise if all of the opening falls more than
distance "a" from a building comer, the opening shall be
considered in an Interior Zone (4).
7 Distance "a," as refered to above, shall be calculated as the
smaller of t0*/o of the minimum building width or 400/0 of
the height, but not less than 3 feet
8 Read the worst case positive and negative design pressures
for use as required by governing building department
E Digitally signed by
T. Mellinger, P.E. FL
Date: 2013.05.21 1 _'
-04'00'
Date: May 21, 2013
Not Valld without Signature and Raked Embossed Seal
0000••
•
•
•
0000••
0000••
0000•
0000•
0000••
•
0000••
QUALITY Dppf , QU IT�LY DORORCDESIGN, CORP.
DD SHOWROOM
Q9838 S.W. 40th Street • Miami, FL 33165
Ph: (305) 229-0229 • Fax: (305) 229-7373
fDE �GN QualityDoorDesign�yahoo.com
Sold To:
WORK ORDER
Date: a,
Page #:
Time:
t
QTY
UM
DESCRIPTION / ITEM 4 ��� PRICE
DISC
AMOUNT
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These prices, specifications and conditions set both sides of this invoice are satisfactory and hereby accepted.
Subtotal:
d
Payment will be made as outline. .
Tax:
S
TOTAL:
$ '
#
�
S
Authorized Signature:. ()ate:
TOTAL DUE.
$
r DEPENDABILITY IN MANUFACTURING
X
Left -Hand Inswing
EI
Right -Hand Inswing
X
Left -Hand Outswing
x
Right -Hand outs -%N ing
X- Represents exterior view, standing outside when determining swing.
*Miami -Dade County Impact Approvals require outswing, Inswing units require engineering.
5 Stain Options
#23-283
#23-291
#23-279 #23-272 #23-540 #23-365
*Variances due to photo or print may cause colors to vary from actual finish.
Unfinished or Raw Mahogany
Offering the option of purchasing your entry door unfinished as
well as factory finished.
WWW.EWDOORS.COM 13
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CONTEMPORARY DESIGNS ivkU 6�k•
150 Raised Plain
Panel
Deluxe Decorative
Glue chip beveled inserts
and textured glue chip
glass to add a touch of
brilliance and privacy.
150 Deluxe Caming Glass
Shown with 140 Sidelite &
950 Transom
0
160 Raised Carved Panel
6/8 height
4r
160 Deluxe Caming Glass
6/8 height
Raised
;arved—Panel
Carved Panel
160 Raised Plain Panel
6/8 height
160 Deluxe Caming Glass
8/0 height
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t .
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glue chip
Deluxe Decorative
Glue chip beveled inserts
and textured glue chip
glass to add a touch of
brilliance and privacy.
150 Deluxe Caming Glass
Shown with 140 Sidelite &
950 Transom
0
160 Raised Carved Panel
6/8 height
4r
160 Deluxe Caming Glass
6/8 height
Raised
;arved—Panel
Carved Panel
160 Raised Plain Panel
6/8 height
160 Deluxe Caming Glass
8/0 height
xxnxrxxT1wxxmnnuc vnl%r 1 7
MlAMI•:M E MIAMI DADECOUNTY
• PRODUCT CONTROL, SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599
NOTICE OF ACCEPTANCE (NOA.eav/eeopomv
Alt American Millwork, LLC
1950 NW 7e Avenue
Miami, FL 33126
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use ofcanstructlo' n
materials. The documentation submitted has been reviewed and accepted by Miami --Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AI -D).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (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. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section 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 "Find Door Sidelite & Transom" Wood Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 12-106.1, Series titled "Fixed Window Combo of Glass/Wood
Panel or Glass Only - Large & Small Missile Impact Rated". sheets I through 12 of 12, dated 02/06113,
prepared by ENGCO, Inc., signed and sealed by Pedro M. De Figueiredo, P.E., bearing the Miami -Dada
County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Section.
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,
model/series, 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
ir the materials, use, and/or manufacture of the product or process. Misuse of & is 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 maybe 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# 12-0607.06 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
UMW"
NOA No. 13-0207.07
MIA„i��AOECOUNTY' r Expiration Date: November 29, 2017
�1 ��,.- Approval Date: March 14, 2013
Page 1
All American Millwork, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 12-106.1, titled "Fixed Window Combo of Glass/Wood Panel or Glass
Only - Large & Small Missile Impact", sheets 1 through 12 of 12, dated 02/06/13,
prepared by ENGCO, Inc., signed and sealed by Pedro M. De Figueiredo, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203--94 .
along with marked -up drawings and installation diagram of a wood fixed door and
transom, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-064077, HETI-05-1941 and HETI-04-1926, dated 03107107,08117105 and
11/11105, all signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under previous NOA No.07-082$.04)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Air Infiltration Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a wood fixed door at: d
transom, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET1
06-4076, dated 03/07107, signed and sealed by Rafael E. Droz Seda, P.E.
(Subodued under previous NOA No.07-0828.04)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a wood fixed door and
transom, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-
04-1924, dated 02/08/05, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under previous NOA No.07-0828.04)
4. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a wood fixed door and
transom, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-
04-1925, dated 11/03/04, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under previous NOA No.07-0828.04)
.-
Manuel form
Product Control Ea min
NOA No. 13-60f.07
Expiration Date: November 29, 2017
Approval Date: March 14, 2013
E-1
AH American Millwork, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by ENGCO, Inc., dated 07/15/10, signed and sealed by Pedro.M. De
Figueiredo, P.E.
(Submitted under previous NOA No. 10-1110. 04)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resorrces (RER)
E. AUTERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass international dba
Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08,
expiring on 08/07113.
2. Notice of Acceptance No. 11-1102.09 issued to Solutia Inc. for their "Saflex CP -
Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 6/14/12,
expiring on 12/11/13.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, dated 05/29/12, signed
and sealed by Pedro De Figueiredo, P.E.
(Submitted under previous NOA No. 12-0607 06)
2. Laboratory compliance letter for Test Reports No. DIEGO, AIDA
<aidadiego@allstate.com> HETI -- 04 -1925,
HETI--04-1924, HETI-06-4076, HETI-O6-4077, IIET145-1941 and
HETI44-1926, issued by Hurricane Engineering & Testing, Inc., dated 03/07/07,
11/03/04,02/08/05,08/17/05 and 11/11/05, all signed and sealed by Rafael E. Droz-
Seda, P.E.
(Submitted under previous NOA No. 07-0828.04)
G. OTHERS
1. Notice of Acceptance No. 12-0607.06, issued to All American Millwork, LLC for
their Series "Fixed Door Sidelite & Transom" Wood Fixed Window - L.M.I.,
approved on 07/26/12 and expiring on 11129/17.
Manuel Perez, PE.
Product Control Examiner"
NOA No. 13-0207.07
Expiration Date: November 29, 2017
Approval Date: March 14, 2013
E-2
GENERAL NOTES:
FLOPJDA BUILDING CODE POI O HVHZ
LARGE 4 SMALL MISSILE IMPACT RATED
1 •• CODE: M5 PRODUCT HAS BEEN TCSTCD AND DESIGNED IN
ACCORDANCE WITH TI IC rBC 2010 INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2- DEPINITta4: TI IL5 PRODUCT IS A FWD WOW TYPE W NDOW
DP5IGNEV. CONSTRUCTED AND TESTED TO PROVIDE PROTECTION
FROM HURRICANE FORCE WINDS AND WIND WWW DEBRIS
(TARGE 4 SMALL MISSILE) WITHIN THF ALIOWABLE DESIGNED
PRESSURES AND N11 ATIONS 5TATeD M TI15 APPROVAL
3- POSTING,
Irmo WINDOW
LARGE 4SMALL MISSILE IWPACT RESISTANT
ALL AMERICAN MILLWORK U.C. - MIAMI - FLORIDA
DAVE COUNTY PACT CONIRW APPROVED`
4. LOADS.- DESIGNED LOAD CALCUTATW BASED ON THE A5CE 7. 10 AND
PROVIDED BY A PROFESSIONAL ARCHBECL CR fWQXFFR FOR CACH
SPECIFIC PRQIECT. THE CALCULATED DE50M PIS NST
NOT DUEDTHE AUOWAME PRESSURES W:m IN SPECm. THE
DESIGN PRESSURES, AS DLTCRNum FROM ASCE 7-10. ARE TO BE
MUOou BY 0.&
5- MATERIAL ALL WOOD AND GLAZING PARTS TO OF. AS SPECIFIED tN1
THIS APPROVAL
G- PA3TENERSe A55EMMY SCREVA AND ANCHORS `.RIMA. Be AS
5PC=-D IN THE CURRENT SET OF DRA%045.
7- USE, IT SHALL BF THE RESPON"ILI Y Of T tit CONTRAC rOR.
ARCHITECT OR ENGINEER OF ReC01(D TO VERIFY THE POUDMNG:
7.1- THE STABIUIYOP THE` 5TRUCrURE WHERE Tit PRODUCT 45 TO
BE Al IACHCU IN51MKG PROPER ANCHORAGE.
7.2-1 Ht: SI re SPECIfTC PROJECT CRITERIA, SUCH AS BUT NOT
LM rED TO. LOCAL CODE ReOIJIRMOIT5. DESIGNED PRESSURES
era
7.36 TNAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT.
8• DISSIMILAR MATCRIA15: MATERIALS, INCLUDING BUT NOT LIMITED
TO STEEL, THAT COME IN COMTACT VITII OTHER DISSIMILAR
MATERIALS 5HALL ACCT 711E REGUREMENT5 OF 2010 FLORIDA
BUILDING CODE.
TABLE OF CONTEW5:
MODELS TYPE
- Rt -
I OF 12
fiEt4em NOTES 4 MODEL? ats
2 OF 12
MODCL C CLEW.
sop 12
4 OP -1?
5 1
MODEL D CLF.V. -
M CUEL C 1 ELGV: SASH OPTIONS
aA21NG OPT7DN5
6 O
701,12
8 OP 12
GETAW
DETAAS
Defk
SOF 12
FRAM NG ANCHORAGE
OP 12
00'1
I r OF I Z
COMPONENTS
W�1INOOW ASSEMBLY
12 0E 12
RI AMING A `S5EM1CtY
MODELS TYPE
MODEL Cl OR SEE
MOpELE SEPARATE NOA FrR
APPROVED DOOR
WINDOW W/ SIDEUTE & TRANSOM OR W 1 NDOW
FOROETAILSAND DESIGNED PRESSURES
REFER TO: SIMET 20F 12
-MAXIMUM
44 1/2'�
v
n
m
g
X
MODELCI
SQUARE SINGLE FIXED WM=
FOR DETAILS AND DESIGNED PRESSURES
SHEET 4 OF 12
121 3/8' MAXI
SEE SEPARATE NOA
FUR APPRIIVED
DOOR OR WINDOW
MODELD
DOUBLE ARCH FIXED WINDOW
FOR DETAILS AND DESIGNED PRESSURES
SHEET 3 OF 12
EACH WINDOW. SIDEUTE AND TRANSOM
MODEL CAN BE DESKINED FOR ALL SASH
OPTIONS ON SHEET 4 OF 12
WATER INFILTRATION EXCEPTIONS
DOOR/WINDOW ASSEMBLIES INSTALLED IN NrINIIABI TABLE AREAS OR
INSTALLED UNDER AN OVERHANG WITH RATIO LENGTH/HEIrAll EQUAL
OR MITRE THAN 1, DO NOT NEED III MEET THE TEST FOR WATER
INFILTRATIIN.
OVERHANG--_
I; OI -IL- OVERHANL I FNGTH
OHH- OVERHANG HEIGHT
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MANUFACTURED
ALL AMERICAN
MILLWORK LLC
19110 NW 70th AVENUE
MIAMI- FLORIDA- 33126
TEL.: ( 305) 255-7783
FAX : (30h) ?55-6613
WK ALLATIERICANHILLMK. CON
FIXED WINDOW
COMBO OP MA5.9 / WOOD PANEL
OR GLASS ONLY
LARGE 4 SMALL MISSILE
IMPACT RATED
ENGCO INC. CAEI1
559b ORANGC DR. 201
DAVIE. FL. 33314
Telt (354) 585-0304
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DATE: OPIOQ2013
SCALE: NA
OP..`AGN BY: WNW
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154 3/4' 14AXIMUA7-- {
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N
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MODEL Cl OR SEE
MOpELE SEPARATE NOA FrR
APPROVED DOOR
WINDOW W/ SIDEUTE & TRANSOM OR W 1 NDOW
FOROETAILSAND DESIGNED PRESSURES
REFER TO: SIMET 20F 12
-MAXIMUM
44 1/2'�
v
n
m
g
X
MODELCI
SQUARE SINGLE FIXED WM=
FOR DETAILS AND DESIGNED PRESSURES
SHEET 4 OF 12
121 3/8' MAXI
SEE SEPARATE NOA
FUR APPRIIVED
DOOR OR WINDOW
MODELD
DOUBLE ARCH FIXED WINDOW
FOR DETAILS AND DESIGNED PRESSURES
SHEET 3 OF 12
EACH WINDOW. SIDEUTE AND TRANSOM
MODEL CAN BE DESKINED FOR ALL SASH
OPTIONS ON SHEET 4 OF 12
WATER INFILTRATION EXCEPTIONS
DOOR/WINDOW ASSEMBLIES INSTALLED IN NrINIIABI TABLE AREAS OR
INSTALLED UNDER AN OVERHANG WITH RATIO LENGTH/HEIrAll EQUAL
OR MITRE THAN 1, DO NOT NEED III MEET THE TEST FOR WATER
INFILTRATIIN.
OVERHANG--_
I; OI -IL- OVERHANL I FNGTH
OHH- OVERHANG HEIGHT
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MANUFACTURED
ALL AMERICAN
MILLWORK LLC
19110 NW 70th AVENUE
MIAMI- FLORIDA- 33126
TEL.: ( 305) 255-7783
FAX : (30h) ?55-6613
WK ALLATIERICANHILLMK. CON
FIXED WINDOW
COMBO OP MA5.9 / WOOD PANEL
OR GLASS ONLY
LARGE 4 SMALL MISSILE
IMPACT RATED
ENGCO INC. CAEI1
559b ORANGC DR. 201
DAVIE. FL. 33314
Telt (354) 585-0304
WWW.I:NGC0tNC.0OM
DE F1
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.52609
'D S 7 E OF
MAL
FEB 0 6
Pedro De rope:rub - PE 52609
MIAMI-0ADE OQCO:
PRODUCTREVISED
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DATE: OPIOQ2013
SCALE: NA
OP..`AGN BY: WNW
SHEET 1 DRAWING @:
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AT MAX.
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SEE SHEET 6 FOR DETAILS
SEE SEPARATE NOA
TYPICAL. ELEVATIONS FOR DOOR OR WINDOW
MODEL E
WINDOW WI SIDELITE & TRANSOM
PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION)
PD= +60 ASF, -75 PSF - (NO WATER INFILTRATION)
SEE SHEET I OF 12 FOR WATER INFILTRATION EXCEPTION
SHEET I DETAILS SHEET
6 1 CONI
7 1 A, B, B 1, C, K
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4 ANCHORS
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1950 NW 70Lh AVENUE'
AT MAX.
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MIAMI- FLORIDA- 33126
1?. 7/8' OC12
7 ANCHORS
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TEL. 1(305) 255-/703
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AmpMumM ""
B*�Ira!ton Data t•. y`. •l_t/�:
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jluniDadaP+odadCmtlrol
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I MIN. WOOD SPECIFIC GRAVITY = .53 DATE: - N106i2o I3
SCALE-
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SHEET ! DRAWING 0:
2 Or 12 12-1 OG. I
TYPICAL ELEVATIONS
LATE NOA
PIR W 1 NDITW
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DLIUBLE ARCH FIXED WINDOW
PD= 175 PSr, 75 PSr (WATCR 1 Nr 11 T. rXCFPT 1 rho)
PD= +60 PSF, •-75 PSF - CNn WATER INFILTRATION)
SFF SHE£T'l OF 12 FOR WATER INFILTRATION EXCEPTION
SHFFT
DFTAII.S SHFET
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A, B, B 1, C, K -
6
8
E1, 1, 13, H, J
PERIMETER iRAMING ANCHORAGE
SEE SHEET 6 FOR LAY -OUT
SHEET S FOR I)L'TAILS E1 AND J
( 6) 5/16XV. 5 SSMC
W/ (2) 3/4' WASHERS
/ AND LOCK NUTS
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SEE SHEET 8 DETAIL H FOR DETAILS
MIN. WOOD SPECIFIC GRAVITY =.W
(2) 5/16X2.5 SS MS
TWIT 3/4' WASHERS
AND LOCK NUT
MANUFACTURER
ALL AMERICAN
MILLWORK LLC
1950 NN 70th AVENUE
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TEL.:(305) 255-7783
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TYPICAL ELEVATIONS
TYPICAL FRAME ANCHORAGE
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SQUARE FIXED WINDOW
PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION)
PD- +60 PSF, -75 PSF - (NO NATER INFILTRATION)
SEE SHEET I OF 12 FOR WATER INFILTRATION EXCEPTION
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TYPES
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ms' LAMINATED VENCEVASTORM GLASS
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TU 995
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C, 9D,7NE
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OPTION 2
FRAM MOUNTED WITH MAXIMUM 1/4' SHIM AND
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1 1/4' MIN. EMBEDMENT PITO MASONRY (JAMBS)
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STRUCTURE
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FRAME WIDTH 1/4'
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rain.
MANUFACTURER:
ALL AMERICAN
MILLWORK LLC
1950 NW 70th AVENUE
MIAMI- FLORIDA- 33126
TEL. - (30b) ?SS -77163
FAX -(305) 255-6613
VWW. Al LAI•IERICW41LLMM CM -1
W4 SIMI@ALLMCA °NILLM ED4
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JAMB 1 SIDELITE
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MANUFACTURER:
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ALL AMERICAN
5
5
1950 NW 70th AVENUE
INTERIOR
MIAMI- FLORIDA- 33126
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c
SPAcrD AS PFR ELEVATION
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GE SCS 1000
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5
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OR GV195 ONLY
LMGE 4 5MM MILE
IMPACT RATED
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DATE: OZ10WO 13
5CALE: NA
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5HP.i:f DRAWING 0:
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MANUFACTURER:
DETAIL EI
ALL AMERICAN
�r PERIMEMFIXED
LL
MILLWORK LLC
1950 NW 70th AVENUE
MIAMI- FLORIDA- 33126
fFl.:(305) 255-7783
FAX :(305) 255-6613
VVV, ALLAIIERICWILLMK, CM4
WK 9FPIRIQALLMVdCA1Id11U41e(. C94
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LMGE 4 5MM MILE
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ENGCO INC. CAw16
5595 ORANGE DR. 201
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1950 NW 70th AVENUE
MIAMI- FLORIl1A- 431,16
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FAX(:105) 255-6613
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