RC-18-35954 \�O\ Miami Shores Village
Building Department DEC o 4 2018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
'� `` 0► Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 /
FBC 201_� IU
BUILDING Master Permit No.:M(9-3J- /
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Q - -F. q5 4-L S �_ - City: Miami Shores County: Miami Dade Zip: 33C
3(
Folio/Parcel#: I Is the Building Historically Designated: Yes NO -
Occupancy Type: ,� Load: Construction Type: Flood Zone: /` BFE: FFE:
OWNER: Name (Fee SimDle Titleholder)(.J uI ,0-0}xioS 4C_C/3'1C:-.1 Phone#:,'36 5'-3 3"'1954.3
Address: I a£s . hJ . E'- S+
City: Oq j tx ' S r rr j State: Zip: 3 3( 8
Tenant/Lessee Name: j - eA Phone#:
Email:^U�hCon �t1S fd-V L- - �o Al
CONTRACTOR: Company Name: ti IN, Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: 'C T ,EAU �+ eP,hoonee#:�+n'
Address: , Dill) rG ll 0 1 Ci r W D C rii %te: r``+Zip: 351bI
Value of Work for this Permit: $* � � �Square/Linear Footage of Work:-'"
Type of Work: ❑ Addition 5?r Alteration ❑ New ❑ Re air Re lace!? p / p y❑ Demolition
Description of Work: Neu) U)InAM6 t, 4606 r s t '<iAr
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUES '--513 , 00
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's -Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
1 `
Zip
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 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 BEF.O:RE 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 sev 7) days afte the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a r inspect n fee ill be charged.
Sign
ER or AGENT
The foregoing inftrument was acknowledged before me this
day of 1w 20 by
who is personally known to
me or•%wo his produced'�i�J�L�? . as
identification and who didialke_an oath.
NOT
Dubhe Ste* of Florid
Glenn No
er''��J►I �iF�l►f6��'' � i � .;
Signature
CONTRACTOR
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 whp didtake:an oath.
NOTARY PUBLIC:
Seal: Seal:
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
NAMy��MC-4 9—C-C-4-'R DATE:
ADDRESS: )Z. 3 N1f**'Aj -4
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.
Init
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 ��\�//J�.
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction
Initial
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
is my responsibility to ensure thatthe persons whom I employ have the license required by law and by c unty or municipal ordinance.
Initia
C .
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. 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.
Init
S. I understand that I 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.
Initi�
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.
L
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 85O.487.1395 or h_t_tp://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi
Initial
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:
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.
Init'�1-�
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 GY day of W- 20 18
By�l-Vy �• ACLGT_-�, who was personally known to me or who has
Produced there License or
identification.
"o '!4I ; $INDIA ALVAREZ
MY COMMISSION # GG 238273
ER NOTARY EXPIRES: September3,2022
Bonded ThN NoIBry Pudic LkWw*rkpnt
Wind Loads Calculation���J��J f!
for
Project: ACOSTA
RESIDENj;.�
128 NE 99 Street
•�
....
Miami Shores,
Florida
....
:;•••
Date: January 29, 2019
J I F� v I l�r-' �L VII_V J
214�—
APPP.J`�jCD DAl
��1111111//��
AReq
\�S� B
No
* ; OF ; W
All computations and written materials herein constitute originate ors. S�P�E QP.%��\
of the engineer and may only be duplicated with the written con�ji',. FLOR\,- t��
�i �FSS 1 ON P��
ARBAB ENGINEERING, INC. DESIGN V Y 1t§
CONSULTING ENGINEERS ALI ARBAB
3363 NE 163 STREET, SUITE 701 FL P.E. NO. 35460
NORTH MIAMI BEACH, FLORIDA 33160
PHONE N0. (305) 940-3088 FAX. NO. (305) 940-3273
EB NUMBER: 0007488 PE NO. 35460
MecaWind Pro v2.2.8.5 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
Date 1/29/2019 Project No.
Company Name Arbab Engineering, Inc. Designed By of
Address 3363 NE 163rd Street #701 Description Acosta Residence
City North Miami Beach Customer Name Acosta
State Florida Proj Location Miami Shores, Florida
File Location: Z:\Drive Z\Z Drive\2019 PROJECTS\ACOSTA RESIDENCE (Art Pyle)\Windows and Doors.wnd
Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1)
Basic Wind Speed(V) =
175.00 mph
Structural Category =
II
Exposure Category =
C
Natural Frequency =
N/A
Flexible Structure =
No
Importance Factor =
1.00
Kd Directional Factor =
0.85
Alpha =
9.50
Zg =
900.00
ft,
At =
0.11
Bt =
1.00
•. • •
Am =
0.15
Bm =
0.65
• •
Cc =
0.20
1 =
500.00
fL•�•••
Epsilon =
0.20
Zmin =
15.00
•
ft•••• •
Pitch of Roof =
0 : 12
Slope of Roof(Theta) _
.00
Dep•..
h: Mean Roof Ht =
12.00 ft
Type of Roof =
FLAT
• •
RHt: Ridge Ht =
12.00 ft
Eht: Eave Height =
12.00
ft•�••
OH: Roof Overhang at Eave=
.00 ft
Overhead Type =
No Overhdi"
•••
Bldg Length Along Ridge =
21.00 ft
Bldg Width Across Ridge=
14.00
94 %
Gust Factor Calculations
• •
Gust Factor Category I Rigid
Structures -
Simplified Method
•
Gustl: For Rigid Structures (Nat. Freq.>l
Hz) use 0.85 = 0.85
•
Gust Factor Category II Rigid Structures -
Complete Analysis
Zm: 0.6*Ht
= 15.00
ft
lzm: Cc*(33/Zm)^0.167
= 0.23
Lzm: 1*(Zm/33)^Epsilon
= 427.06
ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
= 0.95
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
= 0.90
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1
L
Z
B
•
•
•••••• ••••••
•
Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85
Kht: Topographic Factor (Figure 6-4) = 1.00
Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf
Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80
Roof Area = 294.00 ft^2
Reduction Factor based on Roof Area = 0.89
MWFRS-Wall Pressures for Wind Normal to 21 ft Wall (Normal to Ridge)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Wall
Cp
Pressure
Pressure
+GCpi (psf)
-GCpi (psf)
-----------
---------------
Leeward Wall
------
-0.50
-----------
-20.53
-8.32
Side Walls
-0.70
-26.30
-14.09
Wall
Elev Kz
Kzt Cp qz
Press Press
Total
• •
ft
psf
+GCpi -GCpi
+/-GCpi
•••• •
-------------------------------------------------------------------
•
Windward
12.00 0.85
1.00 0.80 33.94
16.97 29.19
37.51
••••••
Windward
2.00 0.85
1.00 0.80 33.94
16.97 29.19
37.51
00491
••••
Roof -
Dist from Windward Edge
Cp Pressure
Pressure
••••••
+GCpi(psf)-GCpi(psf)
---------------------------------------------------------------------
00 **go
Roof: 0.0 ft
to 6.0 ft
-1.09 -37.48
-25.26
••• •••
Roof: 6.0 ft
to 12.0 ft
-0.76 -27.95
-15.73
••••••
Roof: 12.0 ft
to 14.0 ft
-0.64 -24.66
-12.44
9 • •
•
Normal to Ridge -
Base Reactions
- Walls+Roof
+GCpi
; •••
Description
Press Area Fx
Fy Fz Mx My
Mz
psf ft^2 Kip Kip Kip K-ft
K-ft
K-ft
-------------------------------------------------------------------------------------
Leeward Wall
-20.53
252 .00
5.17 .00
31.0
.0
.0
Side Wall
-26.30
168 -4.42
.00 .00
.0 26.5
.0
Side Wall
-26.30
168 4.42
.00 .00
.0 -26.5
.0
Windward Wall
16.97
210 .00
3.56 .00
24.9
.0
.0
Windward Wall
16.97
42 .00
0.71 .00
0.7
.0
.0
Roof (0 to h/2)
-37.48
126 .00
.00 4.72
18.9
.0
.0
Roof (h/2 to h)
-27.95
126 .00
.00 3.52
-7.0
.0
.0
Roof (h to 2h)
-24.66
42 .00
.00 1.04
-6.2
.0
.0
-------------------------------------------------------------------------------------
Total
.00 1134 .00
9.45 9.28
62.3
.0
.0
Normal to Ridge - Base Reactions - Walls Only +GCpi
Description
Press
Area
Fx
Fy
Fz
Mx
My
Mz
psf
ft^2
Kip
Kip
Kip
K-ft
K-ft
K-ft
-------------------------------------------------------------------------------------
Leeward Wall
-20.53
252
.00
5.17
.00
31.0
.0
.0
Side Wall
-26.30
168
-4.42
.00
.00
.0
26.5
.0
Side Wall
-26.30
168
4.42
.00
.00
.0
-26.5
.0
Windward Wall
16.97
210
.00
3.56
.00
24.9
.0
.0
Windward Wall
16.97
42
.00
0.71
.00
0.7
.0
.0
-------------------------------------------------------------------------------------
Total
.00
840
.00
9.45
.00
56.7
.0
.0
Normal to Ridge - Base Reactions - Walls+Roof -GCpi
Description
Press
Area
Fx
psf
ft^2
Kip
---------------------------------------------
Leeward Wall
-8.32
252
.00
Side Wall
-14.09
168
-2.37
Side Wall
-14.09
168
2.37
Windward Wall
29.19
210
.00
Windward Wall
29.19
42
.00
Roof (0 to h/2)
-25.26
126
.00
Roof (h/2 to h)
-15.73
126
.00
Roof (h to 2h)
-12.44
42
.00
---------------------------------------------
Total
.00
1134
.00
Fy Fz Mx My Mz
Kip Kip K-ft K-ft K-ft
--------------------------------------
2.10 .00 12.6 .0 .0
.00 .00 .0 14.2 .0
.00 .00 .0 -14.2 .0
6.13 .00 42.9 .0 .0
1.23 .00 1.2 .0 .0
.00 3.18 12.7 .0 .0
.00 1.98 -4.0 .0 .0
.00 0.52 -3.1 .0 .0
9.45 5.69 62.3 .0 .0
•
•••••• ••••••
•
Normal to Ridge - Base Reactions - Walls Only -GCpi
Description
Press Area Fx Fy
Fz
Mx
My
Mz
psf ft^2 Kip Kip
Kip
K-ft
K-ft
K-ft
-------------------------------------------------------------------------------------
Leeward Wall
-8.32 252 .00 2.10
.00
12.6
.0
.0
Side Wall
-14.09 168 -2.37 .00
.00
.0
14.2
.0
Side Wall
-14.09 168 2.37 .00
.00
.0
-14.2
.0
Windward Wall
29.19 210 .00 6.13
.00
42.9
.0
.0
Windward Wall
29.19 42 .00 1.23
.00
1.2
.0
.0
-------------------------------------------------------------------------------------
Total
.00 840 .00 9.45
.00
56.7
.0
.0
Normal to Ridge -
Base Reactions - Walls+Roof MIN
Description
Press Area* Fx Fy
Fz
Mx
My
Mz
psf ft^2 Kip Kip
Kip
K-ft
K-ft
Krft •
• •••••
-----------------------------
--------------------------------------------------J.••�
•
••••
••••••
Windward Wall
9.60 210 .00 2.02
.00
14.1
.0
.0 •
•• •
•
Windward Wall
9.60 42 .00 0.40
.00
0.4
.0
0••t9•
• • •
•
•
Roof (0 to h/2)
4.80 0 .00 .00
.00
.0
.0
•••tea
••
•
Roof (h/2 to h)
4.80 0 .00 .00
.00
.0
.0
••0
�
•
• •
Roof (h to 2h)
4.80 0 .00 .00
.00
.0
.0
• to
••••
••••••
�ss-p-
•••• •
• •
-------------------------------------------------------------------------------
•
Total
00 252 .00 2.42
.00
14.5
.0
0000000
•••••
•• ••
• • •
•••••
Notes - Normal to
Ridge
•.••••
•• •
••••••
Note (1) Per Fig
27.4-1 Note 7, Since Theta<= 10 Deg
base calcs on Eave Ht
• •
•
••
Note (2) Wall & Roof
Pressures = Qh*(G*Cp - GCPi)
•
• •
•
Note (3) +GCpi =
Positive Internal Bldg Press, -GCPi
= Negative Internal Bldg
Prests
••••••
•
••••••
Note (4) Total Pressure
= Leeward Press + Windward Press (For
+ or -
GCPi)
•• •
• •
Note (5) Ref Fig
27.4-1, Normal to Ridge (Theta<10),
Theta=
.0 Deg,
h/1= 0.86
; ••••
�••••�
Note (6) X= Along
Building ridge, Y = Normal to Building Ridge, Z = Vertical
••••
Note (7) MIN = Minimum
pressures on Walls = 9.6 psf and Roof
= 4.8 psf
Note (8) Area* =
Area of the surface projected onto a vertical plane
normal
to wind.
MWFRS-Wall Pressures for Wind Normal to 14 ft pall (Along Ridge)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Wall Cp
--------------- ------
Leeward Wall -0.40
Side Walls -0.70
Pressure Pressure
+GCpi (psf) -GCpi (psf)
----------------------
-17.65 -5.43
-26.30 -14.09
Wall Elev Kz Kzt Cp qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
-------------------------------------------------------------------
Windward 12.00 0.85 1.00 0.80 33.94 16.97 29.19 34.62
Windward 2.00 0.85 1.00 0.80 33.94 16.97 29.19 34.62
Roof - Dist from Windward Edge Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
----------------------------------------------------------------
Roof: 0.0 ft to 6.0 ft -0.94 -33.16 -20.94
Roof: 6.0 ft to 12.0 ft -0.87 -31.25 -19.03
Roof: 12.0 ft to 21.0 ft -0.53 -21.36 -9.14
Along Ridge - Base Reactions - Walls+Roof +GCpi
Description
Press
Area
Fx
Fy
Fz
Mx
My
Mz
psf
ft^2
Kip
Kip
Kip
K-ft
K-ft
K-ft
-------------------------------------------------------------------------------------
Leeward Wall
-17.65
168
2.97
.00
.00
.0
-17.8
.0
Side Wall
-26.30
252
.00
6.63
.00
39.8
.0
.0
Side Wall
-26.30
252
.00
-6.63
.00
-39.8
.0
.0
Windward Wall
16.97
140
2.38
.00
.00
.0
-16.6
.0
Windward Wall
16.97
28
0.48
.00
.00
.0
-0.5
.0
Roof (0 to h/2)
-33.16
84
.00
.00
2.79
.0
-20.9
.0
Roof (h/2 to h)
-31.25
84
.00
.00
2.63
.0
-3.9
.0
Roof (h to 2h)
-21.36
126
.00
.00
2.69
.0
16.1
.0
-------------------------------------------------------------------------------------
Total
.00
1134
5.82
.00
8.10
.0
-43.6
.0
Along Ridge - Base Reactions - Walls Only +GCpi
Description
Press
Area
Fx
Fy
Fz
Mx
My
Mz
psf
ft^2
Kip
Kip
Kip
K-ft
K-ft
K-ft
-------------------------------------------------------------------------------------
Leeward Wall
-17.65
168
2.97
.00
.00
.0
-17.8
.0
Side Wall
-26.30
252
.00
6.63
.00
39.8
.0
.0
Side Wall
-26.30
252
.00
-6.63
.00
-39.8
.0
.0
Windward Wall
16.97
140
2.38
.00
.00
.0
-16.6
.0
Windward Wall
16.97
28
0.48
.00
.00
.0
-0.5
.0
-------------------------------------------------------------------------------------
Total
.00
840
5.82
.00
.00
.0
-34.9
.0
Along Ridge - Base Reactions - Walls+Roof -GCpi
Description
Press
Area
Fx
Fy
Fz
Mx
My
Mz
psf
ft^2
Kip
Kip
Kip
K-ft
K-ft
Y"ft •
-------------------------------------------------------------------------------
l --- 6-0
Leeward Wall
-5.43
168
0.91
.00
.00
.0
5.5
•0
.0•
Side Wall
-14.09
252
.00
3.55
.00
21.3
.0
00000•
Side Wall
-14.09
252
, .00
-3.55
.00
-21.3
.0
••••.D•
Windward Wall
29.19
140
4.09
.00
.00
.0
-28.6
•••i0
Windward Wall
29.19
28
0.82
.00
.00
.0
-0.8
• .06
Roof (0 to h/2)
-20.94
84
.00
.00
1.76
.0
-13.2
009!0
Roof (h/2 to h)
-19.03
84
.00
.00
1.60
.0
-2.4
•09096
Roof (h to 2h)
-9.14
126
.00
.00
1.15
.0
6.9
•••••M
----------------------------------------------------------------------------
•••••
----.-
Total
.00
1134
5.82
.00
4.51
.0
- 43.6
•
Along Ridge - Base Reactions - Walls Only -GCpi
Description
Press
Area
Fx
FY
Fz
Mx
MY
Mz
----------
psf
ft^2
Kip
Kip
Kip
K-ft
K-ft
K-ft
Leeward Wall
-5.43
168
0.91
.00
.00
.0
-5.5
.0
Side Wall
-14.09
252
.00
3.55
.00
21.3
.0
.0
Side Wall
-14.09
252
.00
-3.55
.00
-21.3
.0
.0
Windward Wall
29.19
140
4.09
.00
.00
.0
-28.6
.0
Windward Wall
29.19
28
0.82
.00
.00
.0
-0.8
.0
-------------------------------------------------------------------------------------
Total
.00
840
5.82
.00
.00
.0
-34.9
.0
Along Ridge - Base Reactions - Walls+Roof MIN
Description
Press
Area*
Fx
Fy
Fz
Mx
My
Mz
-------------------------------------------------------------------------------------
psf
ft^2
Kip
Kip
Kip
K-ft
K-ft
K-ft
Windward Wall
9.60
140
1.34
.00
.00
.0
-9.4
.0
Windward Wall
9.60
28
0.27
.00
.00
.0
-0.3
.0
Roof (0 to h/2)
4.80
0
.00
.00
.00
.0
.0
.0
Roof (h/2 to h)
4.80
0
.00
.00
.00
.0
.0
.0
Roof (h to 2h)
4.80
0
.00
.00
.00
.0
.0
.0
-------------------------------------------------------------------------------------
Total
.00
168
1.61
.00
.00
.0
-9.7
.0
Notes - Along Ridge
Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.57
Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical
Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf
Note (4) Area* = Area of the surface projected onto a vertical plane normal to wind.
Total Base Reaction Summary
Description
Fx
Fy
Fz
Mx
My
Mz
--------------------------------------------------------------------------------------
Kip
Kip
Kip
K-ft
K-ft
K-ft
Normal
to Ridge Walls+Roof +GCpi
.0
9.5
9.3
62.3
.0
.0
Normal
to Ridge Walls Only +GCpi
.0
9.5
.0
56.7
.0
.0
Normal
to Ridge Walls+Roof -GCpi
.0
9.5
5.7
62.3
.0
.0
Normal
to Ridge Walls Only -GCpi
.0
9.5
.0
56.7
.0
.0
Normal
to Ridge Walls+Roof MIN
.0
2.4
.0
14.5
.0
.0
Along
Ridge Walls+Roof +GCpi
5.8
.0
8.1
.0
-43.6
.0
Along
Ridge Walls Only +GCpi
5.8
.0
.0
.0
-34.9
.0
Along
Ridge Walls+Roof -GCpi
5.8
.0
4.5
.0
-43.6
.0
Along Ridge Walls Only -GCpi 5.8 .0 .0 .0 -34.9 .0
Along Ridge Walls+Roof MIN 1.6 .0 .0 .0 -9.7 .0
Notes Applying to MWFRS Reactions:
Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof.
Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical
Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf
Note (4) MIN area is the area of the surface onto a vertical plane normal to wind.
Note (5) Total Roof Area (incl OH Top) = 294.00 sq. ft
Parapet MWFRS Presures (Ref Para 27.4.5):
Qp: Pressure at Top of Parapet = 33.94 psf
Type of Parapet = Solid Top Elev. of Parapet = 1.00 ft
Press -Windward Parapet = 50.91 psf Press -Leeward Parapet = -33.94 psf
Wind Pressure on Components and Cladding (Ch 30 Part 1)
Roof not
shomm
51
4
4 ;
,S S:
11`ans
Gable Roof 8 <= 7
a
a
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a" = = 3.00 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp psf psf
-----------------------------------------------------------------------
Windows 3.17 3.17 10.0 4 0.90 -0.99 36.65 -39.70
Windows 3.17 3.17 10.0 5 0.90 -1.26 36.65 -48.85
Door 1, 3 2.67 6.67 17.8 4 0.86 -0.95 35.31 -38.36
Door 1 2.67 6.67 17.8 5 0.86 -1.18 35.31 -46.17
Fixed 1.00 6.67 14.8 5 0.87 -1.21 35.73 -47.03
Fixed 1.00 6.67 14.8 5 0.87 -1.21 35.73 -47.03
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf
Parapets Components 6 Cladding (Ch. 30 Part 6)
Qp: Pressure at top of Parapet = 33.94 psf
Parapet Case A
Negative Roof Pressures Applied to Back of Parapet
Description GCp GCpi Pressure
psf
---------------------------------------------------------------
Solid (GCPi=O) - Roof Edge Zone 2 -1.80 .00 -61.10
Solid (GCPi=O) - Roof Corner Zone 3 -2.80 .00 -95.04
Positive Wall Pressures Applied to front of Parapet per Fig 6-11A
Description GCp GCpi Pressure
psf
--------------------------------------------------------------
Solid (GCPi=O) - Walls Zone 4 & 5 0.90 .00 30.55
Case A: Total Force on Parapet - Edge (Wall Zone 4 + Roof Zone 2) = 91.64 psf
Case A: Total Force on Parapet - Corner (Wall Zone 5 + Roof Zone 3) = 125.58 psf
Parapet Case B
Positive Wall Pressures Applied to Back of Parapet per Fig 6-11A
Description GCp GCpi Pressure
psf
---------------------------------------------------------------
Solid (GCPi=O) - Walls Zones 4 & 5 0.90 .00 30.55
Negative Wall Pressures Applied to Front of Parapet per Fig 6-11A
Description GCp GCpi Pressure ••••
--- psf--- ••••••
----------------------------------------------------- •
Solid (GCPi=O) - Wall Zone 4 -0.99 .00 -33.60 •ogee•
Solid (GCPi=O) - Wall Zone 5 -1.26 .00 -42.77 •go•
••o•
Case B: Total Force on Parapet - Edge Zone 4 (Back + Front) = 64.15 psf •goes•
Case B: Total Force on Parapet - Corner Zone 5 (Back + Front) = 73.31 psf geo•••
•goo••
I Is
r-...
M IAMI•DADE MIAMI—DARE COUNTY, FLORIDA
A PRODUCT CONT)<tOL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC ES 11805 SW 26 SdeeL Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE OA)www.miamidade.Qov/economy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275COP
SCOPE:
This NOA is being issued under the applicable rules and regulati Yoverning the use of construction
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 (AHJ).
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 CauntY•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 41111 the F141cia $wilding •.
Code, including the High Velocity Hurricane Zone. """ ` " """
...... 0 609:
DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites w- L.M.I..... ; "
APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door I& -Side Liftt,'tmpact",•; • • •
...... .. .....
sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, arepar�ed by mar�ui'acture10,110 0 0 •
signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County.�gc�uct Control Section .-
Revision stamp with the Notice of Acceptance number and Expiration date by,the•Njiami pade. 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
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of th i ' O ci 1.
This NOA revises NOA No. 16-0629.16 and consists of this page 1 and evi cep — , - , E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E
1 A No. 17-0504.04
AFMrI t e ExpiVionDate.. February 24, 2020
11 i 114117 Approval Date: December 07, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 09-1028.10)
2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1
through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
I. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968,.d3tied
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalnus•Ortega, �.E. • ••, •
(Submitted under previous NOA jNo.16-0629.16) ...... : '..' ....:.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• ....
; • • • • ;
2) Uniform Static Air Pressure Test, Loading t6f FBC, TAS 202-9�
3 Water Resistance Testper FBC TAS 202-- . • • • • • • • • • •
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202:9g. ......
along with marked —up drawings and installation diagram of ar•aluminum sliding glass •
door using a low sill threshold, glazed with 7/16" laminAted glass,:pjcpared br...
Fenestration Testing Laboratory, Inc., Test Report No. FT1✓59*, dated Q5/20/0, • • -
signed and sealed by Julio E. Gonzalez, P. E. •
(Submitted under previous NOA No. 09-1028.10)
3. 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 Resistance 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, and TAS 202-94
along with marked —up drawings and installation diagram of an aluminum doors of
OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FT 1,--4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 7017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum doors of
OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL--4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
5. 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 Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an alumin!".4ors of
OXXO configuration, prepared by Fenestration Testing Labo; Qry,;Inc., jest.Reports •
No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/044 sign& kOsealed...%
by Edmundo J. Largaespada, P. E. (Submitted under previous ff&f No. 05J0419.031. . . .;
6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 302194 ."". '
. .. .... .....
2) Cyclic Wind Pressure Loading per FBC, TAJ XQ3-94 •: • . 0 •; • • •
along with marked -up drawings and installation diagram oL a% aluminwt. doors QL....
XXXO configuration, prepared by Fenestration Testing Labo1VtvjV,;Inc., Test Reports •;
No.'s FTL-4529, dated 02/14/05, FTL--4530, dated 02/14/05, VTL4U11, date'tl"•••
09/01 /04, all signed and sealed by Edmundo J. Largaespada, N,.• ; ; • • • •
(Submitted under previous NOA No. 05-0419.03)
7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
F F"312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 61h Edition (2017), prepared by manufacturer, dated
11/22/17, signed and sealed by A. Lynn Miller, P. E.
2. Glazing complies with ASTM E1300-04/ 09
rge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 1.7-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 09/07/17, expiring on 12/11/18.
3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on
04/ 14/18.
F. STATEMENTS
1. Statement letter of conformance with FBC 5tb Edition (2014.).314FBC 60-Edition.-%
(2017), issued by manufacturer, dated 08/16/17, signed and seale4 by A. Lynn Mill(r.
2. Statement letter of no financial interest, issued by manuf4�ti a, dated'ji/28/1F.
signed and sealed by A. Lynn Miller, P. E. ' .. .. .... ......
3. Lab compliance as part of the above referenced Test Report�4ojsj FTL-87.17, FTL- •;
8970 and FTL-8968. """
(Submitted under previous NOA No.16-0629.16) , • ; • • • •
4. Test proposal No. 16-0152 dated 03/09/16 approved by RER. '
5. Laboratory compliance letter for Test Report No. FTL- 5941, issued by Fenestration
Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq
Chanda, P. E.
(Submitted under previous NOA No. 09-1028.10)
7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06,
FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL--4315, dated 09/13/04,
FTL-4529, dated 02/14/05, FTL--4530, dated 02/14/05, FTL-4311, dated 09/01/04
and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all
signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No.17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD-
750" Outswing Aluminum French Door w/Sidelites — L.M.T., approved on 07/28/16
and expiring on 02/24/20.
•
0000
6001
••••
•1••i
••••••
••••
•••••
•• ••
••••
••••••
•
• • •
•
• •
• •
••••••
• •
•
• •
000000
• • •
• • •
• •
• •
orge n Plasencia, P. E.
Prodict Control Unit Supervisor
NOA No. 17-0504.04
Expiration Date. February 24, 2020
Approval Date: December 07, 2017
E-4
SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 0Eac9+ImFS UFWPAew u1PACT.Arm
MTEO H
1. GLAZING OPTIONS: SEE TA*£ 7 ON 61EET k IM URGE d 81JALL
M ATM OR LQ RESISTANCE
A 7/16' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALEDGLASS AND (1) LITE OF 3/16' HEAT
STRENGTHENED GLASS WITH AN .090" PVB INTERLAYER
S. 7/1C LAMI CONSISTING OF (2) LRES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .000" PVB T
INTERLAYER
C. 7118' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF W16' HEAT
STRENGTHENED GLASS WITH AN .075" INTERLAYER.
D. 7116' LAMI CONSISTING OF (2) LITES OF 3/1(' HEAT STRENGTHENED GLASS WITH AN .075"
INTERLAYER.
E. 716' LAMI I.O. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND
(1) 7/18' LAM] GLASS ASSEMBLY INSIDE (3/16" A,.O90' PVB, 3/16' HS).
F. T15' LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, 1!4' AIR SPACE AND
(1) 7/16- LAMI GLASS ASSEMBLY INSIDE (3116- HS,.090' PVB, 311T HS).
G. 7!d' LAMI I.G. CONSISTING OF (I I LITE OF 3116' TEMPERED GLASS OUTSIDE, 1hr AIR SPACE AND
(1) 7116" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075' NTERLAYER, 3/16- HS).
Amhor
Anchor typo
Fnme
Subebele
MIn. Edge Min.
&Rbedmentor
Group
Member
DIVA nce
Wht ThIekTGtf
8"
A
AN
6063- . An:K,'.J^
18' iB'
leo
t,an4nte(-1m. '
/ .
B
UbnCone
Juno
Hollow Black 7M COD
2" 1-1A'
1/4' 410 SS Elbo
Concrou m
Jamb
Hollow Block jvTM COO
Southern PM if
1 1~
CleteFkn�D
H. 7/8LAMI I.G. CONSISTING OF (I I LITE OF 3115 TEMPERED GLASS OUTSIDE, 1!4 AIR SPACE AND 1) WHERE SU6TRATE CONDITIONS REQUIRE ANCHORAGE FROM M•n•TNAN OWE
OF THE GROV&S
(1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3116' HS,.075' INTERLAYER, 3116- HS). AIfOYE, CHOOSE THE ANCHOR rNGIIP OF THE LOWEST LETTER Fee ALL TA
S IN THIS n"%�• •
2. DESIGN PRESSURES: TABLE 1, SHEET 3, 2)KL ANCHOR TrfES ARE APPUCAwi.
.
3) MINOF J THREADS SEVOID METAL SUSSiMTE.
000000 • w •
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E13DO.
�•��
c0DESl ATAe71DARD3•USED 0
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
•201�r RLygpt♦^,,, ,,,NoO E (iB� 6iF4fWf10_.N,
171AE15NJpQ[88o�..,W^"NG CODE 1 •N• STIiEw i�"''
3. CONFIGURATIONS: X. O M. XQ. OX 7(pj, p�0. , Qx,Q, .1�gq, QM OR Q1000 WHERE Q REPRESENTS EITHER THE NARROW JAMB OR
:A
FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, %X DOOR' BOTH USING EITHER THE
NSIA�1*eD�2015 FOR wDOD dbllRtlTON
STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND O UNITS TO MAKE THE ABOVE
•ALUNUM DESIGN MANUAL AOMW5
CONFIGURATIONS.
•000
AISIG"e • • 0
�AMC 3e6
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT FOR ANCHORAGE REQUIREMENTS SEE
• 0 • • 946
SHEETS 10 THRU 12
• • • • •
PRODUCT REVW3ED
5. SHUTTERS ARE NOT REQUIRED.
a
FIM
MOA�-ftM 17 wIN-0tMSG4.044
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM
SEAMSEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT.
e e
e G
6yhuan 020
eT ,
7. REFERENCES: TEST REPORTS: FrL431 /, FTL.4312, FTL4315, FTL-4527, FTL-4628, FTL4529, FTL4530, FTL4921 AND FTL-5941.
• •
et nt
• G e
ANSIW&PA NOS FOR WOOD CONSTRUCTION
ADM ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
GENERAL NOTES ............ 1
CONFIGURATIONS...........
I
GLAZING DETAILS...........
2
DESIGN PRESSURES......
3
ELE VATION$....................
4
VERT. SECTIONS .............
5
HORIZ SECTIONS.,.........
6
PARTS LIST ......................
7
EXTRUSIONS.. ..............
8-9
ANCHORAGE ..................
. 10-12
Maude
MM. F,
MHF,
M so"
92 MI
120 ka1
Ebo Utr care
155 Mi
177 MI
410 08 Ebo CrvWFlal•
127.4 MI
180.7 ksl
kel
22 kH
et0«c*fo
CME OPANMIU MI
* No. 6O706 :
'PVB' - .090' TROSIFOL• PVB BY KURARAY AMERICA NC. OR
SAFLEXMEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO,:
.
(I I
VANCEVA BY EASTMAN CHEMICAL CO.
GENERAL NOTES AND DRAWING MAP
!S3j0NAL E'
t.r a LrNN MILLER P.E.
roam 1 • 1T 8L00.17 G FL P.E.468706
a s 0f•
•
f
e
GZ00*•
• •
Goes**
•••e•
f •
*0•000
e
0
•
*fees*
• •
•00a 00
• 0
7/16" NOM.
- 311W ANNEALED OR HEAT STRENGTHENED GLASS
-.OBU' PVB INTERLAYER
- 311V HEAT STRENGTHENED GLASS
91 OR 92
WB' GLASS
BFTE
EXTERIOR I I \" ' TIN ER
I
GLAZING DETAILSETTING BLOCK
7/16" LAMI GLASS W/ PVB INTERLAYER
—+{ 7/8' NOM. i--
3/16" TEMPERED GLASS
AR SPACE
3/16' ANNEALED OR FEAT
STRENGTHENED GLASS
7/16" NOM.
- 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
- .075' VANCEVA INTERLAYER
- 3/16" HEAT STRENGTHENED GLASS
93 OR 94
105 7 GLASS
SITE • •
•
•• • •• •
EXTERIOR INTERIOR • • • • • • • • �
•
SETTING BLOCK • • • "' •
GLAZING DETAIL
7/16" LAMI GLASS W/ VANCEVA INTERLAYER • • • • •' • •
---I 7/6' NOW F-- • • • • • • • •
OW PVB INTERLAYER
3116' HEAT STRENGTHENED GLASS
WB"GLASS
SITE
E7(TERX3R �INTEWOR
---���I G�LAZING���DETAIL SETTING BLOCK
7J8"-LAMI I.G. GLASS W/ PVB INTERLAYER
"PVB'-.OW TROSIFOL• PVB BY KURARAY AMERICA, INC. OR.000" r
SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.;
VANCEVA BY EASTMAN CHEMICAL CO.
3/16'TEMPERED GLASS
• • • •
•
AR SPACE
• • •
3/16'ANNEALED OR HEAT
• • • • •
PRODUCT REWSED
STRENGTHENED GLASS
• •
•
Pk wnn ua ilwlaa
"o "o `•�"'
.075 VANCEVA INTERLAYER
noA-Na 17�000444
•
3118' HEAT STRENGTHENED GL7• �5 •
e.wmb.a�r
^ 97 OR 98
•'
•i, •� �el�unt�ia'
6/S" GUSS
SITE
EXTERIOR I \INTERIOR
GLAZING DETAIL SETTING BLOCK
7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER
K w e0n+a°n GLAZING DETAKS
ryM)NPNW
cn1r. wNrtn iea®e ALUM. FRENCH DOOR 8 SIDE
�+w8� rrr
ro7Eo fllL 1 + 1I
,�`� SLY LYMp,y
�ai1Z.
'SSIONAL E `,
UES IMPACT
A. LYNN MILLER, P.E.
6000-11 G FL P.E.656705
Tahlw 1 Marimum lesion Pressures (Dsfl
Configuration
Width pre)
Allowed
es Types
ry
Heipllt(Ln)
79 3/4" (6a)
83 3/4" (75
87 3/4"
81 3/4"
95 3/4" (Be)
French
X
37' (3)
A
+70.0
•80.0
+70.0
-80.0
+7D.0
-80.0
+70.0
-80.0
+70.0
1 -80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
•100.0
+100.0
•100.0
Door
X%
71 314" (60)
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-W.0
+70.0
-80.0
C,O
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Fuli
Jamb
36 11/16"
A,E
+70.0
-W.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-f00,0
+100.0
-100.0
+100.0
•100.0
+100.0
-100.0
30 11116'
C,G
+100.0
-100.0
+100.0
400.0
+1DO.0
-100.0
+100.0
-100.0
+1D0.0
•100.0
Sidelite
Narrow
33 11/16
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.D
+100.0
-100.0
+97.4
-97.4
Jamb
3611116"
A, B. E. F
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-60.0
C,G
+100.0
-100.0
+90.9
99.9
1
+95.3
-96.3
+91.4
-91.4
+87.9
-87.9
D,H 1
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.D
•100.0
+100.01
-100.0
Table 1 a Glass Type and Test Report Number
A - 7/16' LAMI (3116"A,.090 PVB, 3/16"HS)
FTL4311, 4312, 4315
B -7/16- LAMI (3116'HS,.090 PVB, 3/18"HS)
UPGRADE FTL4311, 4312, 4315
C - 7/16" LAMI (311('A,.075 VANCEVA, 3/16"HS)
FTL4527, 4528, 4529, 4530
D - 7/16' LAMI (3/16'HS,.075 VANCEVA, 3/16"HS)
UPGRADE FTL4527, 4528, 4529, 4530
E - 718' LAM[ I.G. (3/1S"T, 114" AIR SPACE, 3/16"A,.090 PVB, 3116"HS)
FTL-4311, 4312, 4315
F - 7/8" LAMI I.G. (3/16-T, 1/4" AIR SPACE, 3)16'HS,.090 PVB, 3116"HS)
UPGRADE F714311, 4312, 4315
G - 7/8" LAMI I.G. (31167, 1/4" AIR SPACE, 3116"A,.076 VANCEVA, 3/1(rHS)
FTL4527, 4528, 4629, 453D
H - 7/8" LAMI I.G. (31187 114" AIR SPACE 3/16'HS,.075 VANCEVA, 3/1(rHS)
UPGRADE FTL4527, 4528, 4529. 4530
Nrr/1araoo
Carr. mane AaA!
romp I NTS J 3 d 12
OVERHANG
LENGTH
OVERHANG
HEIGHT
L
NOTES:
1. IF USING THE OPTIONALLOW-RI%E SILL
(PART 10, SHEET 8 OF 12)eTyr7, • • •
d4ERHAN(PLENGTH MUST BE GREATER
T♦ IAN OfftOV U. TO THE OVERHANG
HEIRW (SEEOIAGRAM). i IJOT. TFg
MUM POSITIVE (+) D9SIGN •
l!�� STL�I*EBISLIMITED T76+60.0 GW FOR
SIZES�MCSJR�I?ZVNNG I ELITESe(ROF THE EER
ObDIytFT W6
E ERNS MbAND THE
OWi-• %ESIGN PRESSURE.
• • sass
•• •• •
sass
sass •
• • epRODUCT REVISED
• .r - La; ift u www.
m-..- •D t
• • eespwmi 0e1. 7002f--2412020
00
SS LYN/Y
* : Na. 567M -
= 11 l A('
, 6NAL E,
ITES, IMPACT
A LYNN MILLER, P.E.
8000.11 G FLP,E.$ 58705
sass••
•
•
sass••
sass••
asses
••a••
••see•
•
so••e•
• a
•sae••
• •
1313,16'MAX. WIDTH —1
OX
GH
GHT
LL
OX OR XO
37'
—�
MAX. WIDTH
26' MAX.
DLO ALL X
UNITS
781I8'
AIAX.
DLO
ALL
- 110 518' MAX. WIDTH ---+j
i146 3,8' MAX. WIDTH
i
•
OXXO (SHOWING EACH VERrb",69IDELITE) • • • •
•••• •
38 11; 10' 36 11118• *be*
MAX. WIDTH MAX. WIDTH 000000
25" 333116' • • ••••
MAX DLO MAX. DLO V• • • •
• • • PRODUCT WREµVBEDFs
• e,Pr..tlon �l�120
••• „•Y
Ylam vet fia
y LYN rr'
X XX e; P
O (FULL JAMB) O (NARROW JAMB)
NOTES: -
t, CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. ' •0 y
2. FOR ANCHOR SPACING AND DETALB SEE 9HEET9107HROUGH /2.1nh�
3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. %""n �A OF 7U
roio ttoaotoorawr '.,(�S,'••"? oAro�.: '6�2`�
N YLq.. IL alsrr EXAMPLE ELEVATIONS AL
Ir+l4M1+e0D 111t
xv oula+r a NO CFNNOE97189 SNE6T. aotr arnurN tau+ ALUM. FRENCH DOOR&SIDE LITES IMPACT A. LYNN MILLER, P.E.
FX. 11/13W L.T, v1806 FVJ50 NTS 1 4 • 11 1 WOO-11 I;Wa FL P.E.158705
OXO
71 374" MAX. WIDTH —1
VERTICAL SECTION A 1 VERTICAL SECTION B 1
NARROW AND FULL OUTSWING HEAD
JAMB SIDE LIT- HEAD Pr 4
23"'All
6
I
5
ORIGINAL VERSION TOP RAIL B
21 55
ALTERNATE VERSION TOP RAL
• C •
• • •
MAX. DLO MAX. DLO • • • • • • • •
•
• • • • PRODUCT RlV18lD
EXTERIOR
XTEI I INTERIOR EXTERIOR INTERIOR
• • • • • a camyM� w� �I�Me.
• • euYeb.p CCaC.
• • • NO�a 10
T-0804.04
MAX. MAX, e.gnnon at D 24
HEIGHT MERiA(• • • ey
ORIGINAL VERSION BOTTOM RAIL I • Nfan uc nv
22 56 • • • •
ALTERNATE VERSION BOTTOM RAIL • •
96 5 2 ••••••
1 10
3 ,,I
T 23 OR 24
VERTICAL SECTION C VERTICAL SECTION D
NARROW AND FULL OUTSWING SILL
JAMB SIDE LITE SILL '�' • �T :' `�
_ F •..toalo�..� ��:
Imo tFclelotaeralwnF ..
I4 rrec[2wre VERT1CJll SECTIONS
lwll,ea+moIF
w Dow 1 G I REMW SU EaWWN cmr. oFw x m•s ALUM. FRENCH DOOR & SIDE LI7ES, IMPACT
a� �� ... A. LYNN MILLER, P.E.
Fi PE858705
X1,:-- LO112 1 b + 12 11
i�9 '�,����, ■fir
0 00 0
DETAIL G STILES AT ASTRAGAL
NARROW JAMB SIDE LITE
(AT HINGE JAMB)
105 20
DETAIL J
SLAB AT
GLASS BED
DETAIL K
HINGE JAMB TO HINGE JAMB
(NOT SHOWN ABOVE)
ter. wwm ®a
----F--- oce
TE 81 1 82 E I
6
5 •
•
29 NOT80 EMIILY HARDW QTY ((3� 11'
FROM TOP. BOTTOM.. ATI.IOBPAN
• 30
MtRlR1bR • •
1 83 27 • • •••••
DETAIL F YRODUCT REVISED
FULL JAMB SIDE LITE • • E I •c���
(AT HINGE JAMB) • r P.aw- •�+zO�
••••.
• • !y -
1 Nm— It Cott-
7�1l-
108 •
8 • •
7 • • •
7 •• •
20
70
••..C"P
DETAIL E DETAIL I-
JAMB,FULLJAMB JAMB NARROW = *_
SIDE LITE JAMB SIDE LITE=�'o..� OF 17
SECTIONDETA/LS �;ALI `
ALUM. FRENCH DOOR 6 SIDE LRES IMPACT
wrr A. LYNN MILLER P.E.
Tors 12 B r 12 9D061f O PL P.E./38705
10756 DOOR
FD750
IItR1
1
6
6
w
21
77
M
16
37
W
bl
4
6
7
Y
31
U
m
36
n
W
61
1 70
I ASSEPIBI.YNIT
W
D
D
O
M
GI ASS.
W
A
fl
99
9f
96
9T
%
10
IW
Ia
Ire
10°i l.1°°'36R7°e'�
m1r. YrAunt
FULL JAMB SIDE LITE
• • ! • • •
• • U •
**so** •
• as** • • • •
• •
• • • goes
PRODUCT REVISED
• • • • Nrw� Q
• pL. M9 t 17405O4.04
• • •
RYPMRIIen DIN.-OZZ4!2020
• • • • �7 • —
• • Mi.—�IIYn
• •
• 400900
• M • •
• • • • • •
• • •
• • •
\\I1 LYN)v,,,
\ `
`,`pYLYN/y,V
'VCEN6f ''..
z
_ •..' �• •: •'
- -
��j.� �� ]2 �,:
O.0 . ......
', SSA rG ,
IMPACT
A. LYIN MILLEP.E.
O R FI P.E.x 68705
3IP1 DNO D9a/4.1WM
mc.1
wstm@ W
P0M
IDTTAR7II
m
91AYF-IBA ULAMMS
6m
]ww
m
•EC1DL
lmn4wm=L
6tW6
m
DVCAP
�1
I9D1
umm W
6W,W
3
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CMl3i M&ucpw
fAMP1AM
61PM
4
m
DRPUT
Wlx
MA - _—_—
AIkFQA
M2
7
6
1991
W3..L1AM71 QQlHHy
smvovvm
LIMMI1 M
MD
TI)PUM
=14
7
m
mrA ATE
M1I9W
aW3
Dp17OMRA0.
=13
9
WA
A It 1'/H D
AJIM 9NDSUL
m2
D6 AM51161a X36'
67.1m
..
PUNC®1®LMM 116•13
NOGAnA
19
o1M
mm
�91
m
A—W
damR
OpORT
KY.Yr PII DRrvMTPJ[BCRBW
IWPSTS
m
IMz5.Walm
Ausurrm
m
UmuTemAmm
001
MDEIJAMN
9D9
1
6a9
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BmE LTIEp7
I3PD7S0YARROWJAMB
IMP
m
MAMR• L
m
OIRW
4AMW21
3/
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6
WW
Km Dam!
VXVYI%ILV1
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6W13
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I.Vr-fTMMATVATAA7"aajAc7m"P4GIDRKHp
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7/1P UAIDIAI®Ci.AY IP AHa 09D Ll6'ffi
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a6.76x
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-.V'1'
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6R@
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FAIPIMLOWMAXORtAtO]06
PAL BOLT
<bM1
ID3LA
aLRAOtt•AD
�'A
m A
._. _.__
VIP W O
6aD7A
S
W
ML ODOLT
1 A
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H161JflLT%
m.
vD6n.1L7awan
6'tllO
sRROI
I..9..
PARTSLIST
ALUM. FRENCH DOOR A SIDE LI7E5
.rrr
7arao NA 7 • 12 ��8000-11
Jt
Oifl•17
O
EEVIB®itAI1DP/L
FX
/36401
LT.
4•RS
---i 1,278 �-
L 062
.082 2.T38 OBO —�—� ---I 1.160
I�
1._.�. 4,027
1.666 1 �lr aI �' q�♦R �•f�1���9
.583 .--•.�, 1.353 Fes" 1.033 "gyp J J v„1
T-i'�- 3.836 � r l'+-- 3.836 —"� II
#8006 6063-T6 #8003C 6063-T6 #8004C 6063-T5 T_ #8008 6063-T6 #8007 6063-T6
FRAO AND E, EL D, SILL MB O OUT -SWING SILL O OS SILL COVER O4 DRIP CAP Ofi SCREW COVER
L278 .074 T
L_ .062 + T 7 • •
1.T 2000
,.488 ••••••
.683 L • • •
.050 TI+ 3A36 -- 4 i 3.990 —.--i .0� • • • • • •
O#8009 6063-T6 #8058A 6063-T6 20 #8012 6063-T6 O #8017 6063-015• 0 0 . • •
INSTALL PLATE 10 OUT -SWING LOW SILL STILE 23 TOP SWER P • • • • •
F. A mo
22 #8013 6063-T6
BOTTOM RAIL
1 '�:ill — q�
j &2a0
#8013A 6063-T6
58 BOTTOM RAIL, LAG BOLT DESIGN
076� T
,.93e
1.487
21 #8014 6063-T5
TOP RAIL
T 076 T
1,938
1.407
_L
I 4.434 —_
#8014A 6063-T5
55 TOP RAIL, LAG BOLT DESIGN
000000 • • • •
•••• ••••
050 •••••• ....
_ • • •vrtooucr .797 • • • ••�„�. n-0aaPb.oe
#8016 6063-T5 ■.
24 BOTTOM SW6fcP • •MI—ra. t mva
.075 4'4
1.170
2.544 —41
Z6 #8015 6063-T6
ASTRAGAL
x 7s¢e, n 74m I tc / rcwl�ry rrtvraw
M0+■f•N,•
FRENCH DOOR d SfDELlTES IMPACT
1o7e■ 72 a ,7-8000-11 O
`ONY LYNNf
�'
Z*i NM 55706 #'
S ONA� Ig
A. LYNN MILLER, P.E.
FL P.E.# WM
—�{ 742 1+-
r 075
27 #8021B 6063-T6
I I I
3ti3
072
28 #8020A 6063-T6
GEAR HINGE, JAMB
GEAR HINGE, COVER
'LT' 050
j
3.775
I --y 1
125 � -050 �
#8028 6063-T5
81 SL HEAD TRIM
#8056 6063-T4
84 SUBSILL, OPTIONAL
142 f
_ 0 075
1 301
1763 —4 T
29 #8018 6063-T5 30 #8019A 6063-T6
HINGE, BACK-UP GEAR HINGE, DOOR 125 3.281
rll
,.812 �1
,.D00
o6z
1.000 1,635
I
T
t� 3.838 1 n #8033%6105-J5
70 #8010 6063-T6 37 #8039 6063 T6 •' FD AS�S'YBfAM
• •
NARROW SL JAMB TRUSS CLAMP • • • • • •
• • •
�ag I 1 11e9 � � 040 •••••• • ••
I A42 .885 .750 ,04 Fes-- 2.313 —+I • • • • • •
—+{I .885 � "j� .045 �-I .818 r'— .957 ice-- I��• • Y • • • • • • •
.050
#8026A 6063-TS #8023A 6063-TS #8024A63T5 60-.��• • • • •
#8022 6063-T5 #8029 806083-T5 • • • •
BACKBEAD SL BACKBEAD 7/16" BEAD I.G. BEAD 82 SL JAMB TAIIX • • •
ALUMWUM
SILICONE H07-MELT SUIYL REWORC£MENT
STRUCNRM
STRUCTURAL SAUCONE 3N6,NON. 5AS'NOM.
ROLYISOOLMYLENE 1H'NdA. ROAM DUTYLS
VAIN DESICCANT DESICCANTWITH
DESICCANT ST
M
FOAM !
E. GLASS EXT. GLASS / EXT. GLASS .
INT. DlA33 INT. GLASS `-INT. GLASS
�MGTPSCE SUPER
( SPACERONXTD1
Part0
Description
Material
100
KDm WkV 4s0 TPS Spacer system
Ssa this
Sheaf tr
101
Qusnez Super Spacer nXT with Hot Melt Butyl
1D2
Qusnex DLMON 8paea
materials
103
Cardinal )Q. Edpe Spacer
0t DURASEALID
CSPACER
car. OPAIRN Ards
• • • • PRO= R�IUS�E .
POLYI80-P.STIGLASS
NT FILL AREN • • • • •M Mb.� 17 :504.04
BUTYLeNE8M0'NOM. • •SEAL •W, O1 DeM Y4/2020
LICONE SEAL • a7 • J•
ROLL -FORMED • • my
AWNLESS STEEL
•• •• •
EM. (aA89
• • •
sXL EDGE"
SPACER
r` 9
* N.
j� 1 f�,c
.7rRUsIDN PROFaEs
LLUM. FRENCH DOOR & SIDE LIES IMPACT ;.
mR0 A. LYNPN.EMeERE.
112Y 0
11'
JAMB
ANCHORS 18.500"
HT, OTY. MAX. O.C.
95 3/4' -(5)
III
87 0/4' - (6)
83 3/4'-(6)
79 314'•(6) 11'
DETAIL A (CONCRETE)
(SINGLE PANEL)
ANCHOR TYPES:
BORC
11"
1'
MAXOC
JAMB
ANCHORS
H7. QTV.
95 374' - (8)
—j'
91314'-(8)
i
.7 3/4' - (8)
83 314' - (1)
793/4--(7)
DETAIL B (WOOD/ALUM.)
(SINGLE PANEL)
ANCHOR TYPES:
CORA
s e'I
� �
I6•�
HEAD E SILL
t i
1' MIN.
HEAD E SILL
ANCHOR
TYP.
ANCHOR
CLU67ER
CLUSTER
(TYPICAL)
(TYPIC L)
SEE NOTE 4
SEE NOTE 5
�
JAMB
JAMB
ANCHORS
18.50W
I
ANCHORS
Hi. OTY.
MAX O.C.
H7. OTY.
95 314' - (5)
91314--(5)
(2)EQ.
(3)EO.
95 3/4' - (S)
913/4'.(8)
87 3/4' - (S)
SP. TYP.
8P. TYP.
87 3/d" - (1)
8339 '-(S)
r
83 3l4'-(7)
79314--(5)
11.
7!3/4'-(7)
• •
C (CONCRETE)
SEE NOTE 5
I DETAIL D (WOppl#6lX.)
T�DETAIL
OR MORE PANELS)INAPPLICABLmG
REGA
J (2 OR MORE�S�•
ANCHOR TYPES:
of CIRCLED
ANCHOR
BORC
ANCHOR
CORAL•••
SEE NOTE 4 REGARDING LOCATIONS • •
ANCHORAGE SPACING REQUIREMENTS: ANCHORL LOCATITY OF ONS
•s••
ANCHOR LOCATIONS 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS CI��a t •
ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS. NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLWREL •
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A. SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. • • •
t
3. $INGLE PANEL CONFIGURATIONS. (DETAIL A CONCRETE SUBSTRATE. DETAIL B. WOODIALUM, SUBSTRATE)
HEAD ANO SILL ......W MAX. FROM FRAME CORNERS. • • 1
JAMBS ..................... i t' MAX FROM FRAME CORNERS, 18.600" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571- MAX. O.C. WOOD SUBSTRATE (DETAIL B)♦ R
4. TWO OR MORE PANEL CONFIGURATIONS: (OETAIL C, CONCRETE SUBSTRATE)
HEAD AND SLLL: ff MAX FROM FRAME CORNERS IF PANEL WIDTH IS IW OR GREATER AND
AT 3-, 8' AND 9- MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4
JAMBS: I I" MAX FROM FRAME CORNERS AND 18.500' MAX O.0
S. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D. WOOOIALUM. SUBSTRATE)
HEAD AND SILL W MAX FROM FRAME CORNERS AN
AT 3-, ff, 9' AND 1T MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8).
CIRCLED ANCHOR OUTSIDE CLUSTER REWIRED IF PANEL WIDTH IS OVER 273/4'.
JAMBS' 11' MAX FROM FRAME CORNERS AND 10.571" MAX O.0
Ip1)4asxro
ALUM. FRENCH DOOR&SIDE LIIES,11
Oran.
�,�„� lmeo iN f0 • 12 8000.1f
10.�71'
MAX.
—A
PRODU 8[D
��e M y • M fleritl.
17�804.04
e.Pl..nnn at. 02/24/2020
rain~ • roa«ott�
•t •
A. LYNN MILLER. P.E.
FL P.E.I Sams
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A. SHEET 1.
IA' 7
SN M I r
METAL SUBSTRATE
PER ANCHOR
REQUIREMENT
EDGE DISTANCE
IW MIN. EMBEDMENT (METAL THICKNESS)
TYPICAL SIDE LITE SILL
(DIRECT TO METAL)
TYP. ANCHOR TYPE,__.._
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,—
SEE TABLE A, SHEET 1.
1/4' MAX. 1/4' MAX
GROUT GROUT
SEE SEE
NOTE 3 NOTE 3
CONCRETEtCMU —� 2X WOt�
,.'EMBEDMENT SUCKSTRIP OR % L EM
CPER ANCHOR FTtM11NG. SCE
REQUIREMENT �T_ NOTE - THIS SHEET -
EDGE DISTANCE 1-- EDGE DISTANCE --i 1"
TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL
(DIRECT TO CONCRETE) (DIRECT TO WOOD)
aEXTERIOR INTERIOR
(ALL HEAD & SILL SECTIONS)
1X WOOD EDGE DISTANCE -�
SUCKSTRIP, SEE_
1/8' MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE - ---{ NOTE 1, THIS '-CONCRETE,'CMV - -
-:---------�- SHEET. PER ANC4HOR'j
EDGE DISTANCE -)' C•NCRETE/CMU REQUIREMETAL SUBSTRATE 1/
4' AX PERANCHORSHMREQUIREMENT I EMBEDMENT SHIM t REQUIREMENT1
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4' MAX.
NOTE 3
1/4'
MAX
SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE.
SEE TABLE A. SHEET 1,
OPTIONAL.
2x woab=- —T
BEDMENT BUCKSTRIP OR� EMBEDMENT
FRAMING, SEE
-NOTE_1,'fHIS SHEET
EDGE DISTANCE --I �-
TYPICAL SIDE LITE SILL
(DIRECT TO WOOD)
r EMBEDMENT • •
••••••
• •
2X&VO00*UC*STR6> OR I&AMING,
I SEE bW 1, Ty1S SHEET • • •
{ • • •
T} •CEO/7wlCE • I'-7
IM•7-
L
` •
MAX •-•-�� EMBEDMENT
SHIM _ -- •�
••••• •••
•
•
TYP. ANCHOR TYPE. TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, • • %1PRA*CHOR TYPE. •
EMBEDMENT AND EDGE •EMBELMEtiT ANO EDGE
EMBEDMENT AND EDGE�l EMBEDMENT AND EDGE
PER SUBSTRATE. DISTANCE PEI>•SUBSTRAT2, •
DISTANCE PER SUBSTRATE. DISTANCE PER SUBSTRATE. DISTANCE
SEE TABLE A. SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TABLE A, SHEE:. • • • • •
f•�'SEE
TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPIL4 G�R�IDE
LITE HEAD
(DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE)
��WOODL • •
NOTES:
1. WOOD BUCKS DEPICTED AS 1y ARE LESS THAN 1.12' THICK. to WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
• • •
DEPICTED AS 2a ARE 1-12' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO HE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHI).
2. FOR ATTACHMENT TO ALUM: THE MATL SHALL BE A MIN. STRENGTH OF 6D63-T6 AND A MIN. OF 1/B' THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A 517E TO
SHALL BE A 012 EMS
t N
�� ` Y LYN
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS S-IEET FOR 2< WOOD BUCKS. THE ANCHOR
SHOWN
�QN ..
-�.GFxsF
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD
.-
�=
ON SHEET 10 MAY BE USED.
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN.. (DONE BY OTHERS)
••�
* : No. 66706 '
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
a n i2 A;
PRODUCT REVISED
kI. h th•FHJ.
° 17-0504,04
OOYR>,m
Rl�
ANCHORAGE DETAILS
A1E 4u�`
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
t•ia
CM OFAVIR MW
,a...
.,fI NAI `1,1
2n4V2020
FD-1/4 11 • 12 8000 11
750
•y „ _
S woo
A. LYNN MILLER P.E.
•4.,n rsewet owt. JR 04f017 0 MAAn DD6TALAAD0ED41ETAL SL6STRITE F.X f2/lYW Li. 4ISt1S
FL P.EJ 66706
TYP. ANCHOR TYPE,
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
EMBEDMENT AND Op NAL
_
DISTANCE PER SUBSTRATE,
SEE TABLE 0. SHEET 1.
EDGE DISTANCE PER
SUBSTRATE, SEE
ES4
TABLE 0. SHEET 1.
\
D EXTERIOR
aEXTERO '
< IEXTERIOR
1/4' a
pp2�
1/4MAX 10
GROUT,
\
V—
1!a' MAX.
GROUT,
MAX.
SHIM
SEE NOTE 3,
SHEET 11�
SEE NOTE SHEET 11 11
METAL SUBSTRATE
T
PER ANCHOR
)
I
T-T
EMBEDMENT
EMBEDMENT
c�..�,• CONCRETE/CMU
REQUIREMENT
PER ANCHOR
EDGEDISTANCE
�......,.., ��`REQUIREMENT
1/8' MIN. EMBEDMENT (METALTHICKNESS) A
TYPICAL DOOR SILL
TYPICAL DOOR SILL
(DIRECT TO METAL)
(DIRECT TO CONCRETE)
TYP. ANCHOR TYPE.
TYP. ANCHOR TYPE.
EMBEDMENT AND EDGE
EMBEDMENTAND
DISTANCE PER SUBSTRATE.
EDGE DISTANCE PER
SEE TABLE A. SHEET 1.
SUBSTRATE. SEE
TABLE 0. SHEET 1.
EXTERIOR
2
2
\
i/1' MAX
GROUT,
SEE NOTE
3, SHEET 11
oD00
TYPICAL DOORSILL
(DIRECT TO WOOD)
4
TYP. ANCHOR TYPE, INTERIOR
TYP. ANCHOR TYPE.
1. ANCHOR TYPE,
INTERIOR EMBEDMENT AND WOE
EMBEDMENT AND EDGE
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
DISTANCE PER SUBSTRATE.
SEE TABLE A. SHEET 1.
DISTANCE PER SUBSTRATE.
SEE TABLE A SHEET i
\ SEE TABLE A, SHEET 1.
\ I- EMBEDMENT
-}- EMBEDMENT
L— \ EMBEDMENT
-
EDGE EDGE
.:'
EDGE
I
DISTANCE DISTANCE
,...
DISTANCE
(
METAL I CONCRETEICMU`
SUBSTRATE
CONCRETEAMU.; _' :, :.: •�
PER ANCHOR
PER
PER ANCHOR
REQUIREMENT
ANCHOR
REOUREMENTI
REQUIREMENT
OPTIONAL DO016• •
•(9DIRECT TO WOOD)
•••••
• TYP. ANCHOR
INTER D
—Y3� • • • •EMBEDMENT AN Lj OSTR
DISTANCE PER S BSTRATE,
• • • SEE TABLE A•.WW41.
• • •. ME*
WSHIM
2x1D c�a'II •
BDGKBT OR
NOTE t I ET I ��� � � ' •
I II • •
iH' MAX SHIM — h— 1/a• MAX SHIM � 1x WOOD TYPICAL DOOR 6 SIDE WIE JMAB
1/4' MAX SHIM -�I "-
BUCKSTRIP, SEE 1 RECT
NOTE 1, SHEET 11. -
TO WOOD)
TYPICAL DOOR 6 SIDE LITE JAMB TYPICAL DOOR 6 SIDE UTE JAMB
(DIRECT TO METAL)
TYPICAL DOOR & SIDE LITE JAMB
1I1 i 1 I I
* ; N. SB705 •:
PRODUCT REVISEDM1
MM N1. fleAi.
o504.04
e.,N.u..•.1.•2J241Z•3•
M l r�
oelr.arAunamr
ANCHORAGE DETAILS
TE OF )4/�
-,
''.`'S' : OA L
'. S�ONAL E�?�
'�....... I"
ALUM. FRENCH DOOR 6 SIDE LITES, IMPACT
FD 750 t/s tz • M B0001 f
• _I---
M J «m
A LYNN MILLER, P.E.
FL PEA W705
i
,R ONi•YT O /x.1Rl " OETA" ADM METAL BL69TRATE FlC 1?/1SOV LT. ll•6
I
MIAWDADE MIAMI-DARE COUNTY
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) www.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
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 (AHJ).
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 "PW-701/720/820" Aluminum Fixed Window - L.M.I7. • ; • •
APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Windovy���tR]ati Gui$elines",""•
sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared.byinanufactii el, signej•...
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product; Cr hol R8vW9fi stamp,
with the Notice of Acceptance number and expiration date by the Miami -Dade C,oulty Product. Control. ; .. •
Section.
.. .. .... ......
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant a s
00000
LABELING: Each unit shall bear a permanent label with the manufacturer's -name or lo$o,*&U, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unLms.atherwise "'
noted herein. ' • .
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Buildin cial.
This NOA revises NOA# 16-0629.14 and consists of this page 1 and ;evidgace-2d E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia,E. 45—19
1OA No. 17-0614.11Expiration Da February 19, 2019
/ o�c r�/-j Approval Date: October 12, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasee spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 1 j/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by I*ihigis,Ortega,'PT. ......
(Submitted under previous NOA No. 16-0629.14) •. • •
2. Test reports on: 1 Air Infiltration Test per FBC TAS 202-94 ' •
p } � P � ......
2) Uniform Static Air Pressure Test, Loading pea. FBC, TA&!Q2-94 • • • •
3) Water Resistance Test, per FBC, TAS 202-§4• • • ` ' • • •.' ....,
4) Large Missile Impact Test per FBC, TAS 2M.004; ; • • • • • • • •
5) Cyclic Wind Pressure Loading per FBC, T j ;03-94
6) Forced Entry Test, per FBC 2411.3.2.1. and TAS;202-94 • , •, •
along with marked -up drawings and installation diagram of an -aluminum fib&
window, prepared by Fenestration Testing Laboratory, Inc., TeSrReport I�et • • • •
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. "
(Submitted under NOA No.13-0502.03)
3. 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 Resistance 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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E. -
(Submitted under NOA No. 03-1105.01)
---'Jorge M. Plasencia, P.E.
Pr uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5"
Edition (2014) and FBC-6" Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complyi+v iM the
following: '..' ..
a) ASTM C864 Specification for Dense Elastomeric Compr&%ion.Seal Cla%wls, ....:.
Setting Blocks, and Spacers with Option II exceptions.
......
b) ASTM D412 Standard Test Methods for Vulcanized RubW-?Md Theniit"astic • •
.... ... .....
Elastomers—Tension of 1600 PSI. •
...... .... .....
c) ASTM D395B Test Methods for Rubber Property—Compre�sidn Setf&.22 HR$... •
158°F. " " " •
d) ASTM D 624 Test Method for Tear Strength of Conventional VulcanIzad:.ubbet•.•'.
.
and Thermoplastic Elastomers of 143 lb/ in. • • • • • •
Jorge M. Plasencia, P.E.
P act Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6"' Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03109116, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS .. ..
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industrias-fontheirteries "PW.....
701/720/820" Aluminum Fixed Window — L.M.I." approved btf8VO4/16 and expirii}g...;
on 02/19/19.
.... .... . .
so 0
.... .... .....
...... .... .....
.... .... ......
. . . . ......
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-3
GENERAL NOTESSERIES 72018201MPACT-RESISTANT 77F9GN PRESSURE RATING IMAACT RATL`1G
FU(ED WINDO'N VARES RATED FOR LARGE S SMALL
1) T'-IIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY YRM SEE SHEETS 2-5 LILSSIIE IMPACT RESISTANCE_
THE REOUREMENTS OF THE FLORIDA WILD! NO WOE. INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVH2). 41'TIP-TO-Tip WIDTH
I•�- I1• COCK WIDTH +'. ice- i SUCKN.D'H t� AB• BUCK WDM
2)SHUTI ERB ARE NOT REWREDWHENUSEDIN VlINO-SORNEDERRIS I� � H VISIBLE
REGIONS. FCIIINWUTED GVSSINSTALU'TONS ABOVE W IN THE - V 1lIGHT ISISLE A31N•VISIBLE
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S MAX. +j� �- S• MAX. _ F. SHEET $ - 2• VAX.
J) FOR LIASONRY APPUCA11Gf15IN MIAMI-0AO= COUNTY, USE ONLY �B, SHEE, B +0, SHEET 7 `H SHEET B
P.IIAMLOAOE COJNTY PPPROVED MAS/TVHY MCWR$ MATERIALS
USED FOR AWF R EVALUATIONS WERE SCU.1fRH PINE. ASTM CB0
CONCRETE MASONRY UNRS AND CONCRETE YW HI MIN. KSt PER j
AN,
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6).WCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYO^D WAIL ( �• 1 HEIGHT
ORESSING OR STUCCO. LSE ANCHORS OF SIJFFICFNT EMBEOAENT.
MARTIjO'NT SEALANT IS USED ON ALL FOUR CORNERS OF THE I TIP -TO I T I • • 4HEIGNF
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SEALINOffLASHING STRATEGY FOR WATER RESISTANCE OF HE'trT OC �!.: I •♦ • •• I
INSTAU ATION SHALL BE DONE By OTHERS AN :S BEYOND THE SCOPE
OF THESE INSTRUCTIONS. I 1 1• 1• IF• • I
IJ MAX tlA' SHIMS ARE RF.OUIRED AT EACH ANCHOR LOCATION N?IERE 1 ._ -'-"- ��� I--
+ HE PRODUCT I5 NOT FLUSH TO THE SUBSTRATE USE SHINS CAPABLE I 0'� 1y '2'MA%.00.r T L-�H�t •
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B. POSRIVE DESIGN LOADS 1=0 ON WATER TIES -PRESSURE., FIGURE I: / • •
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PER ASTM EIJ00. GLIDE TO SHEETS: MA% / µD OBTAINING DESIM MCSSURES FOi THAT BLOCK SIZE FROM ME RT�ABLES ON SHEEiS'l5•.
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B) THE ANCHORAGE MIETHOCS SHOWN HAVE BEEN DESIDNCO TO GLMM DETAIN -.-2-6 /
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COME INTO CONTACT W' OTHER DIMATERIALS SNAL_ MEET INSTAL'-ATION IM. Elf: FI. 8 �.� f / �i - u • !� an / • 1
THE REQUIREMENTS OF THE FLOR'OA DMI)INO CODE FW CORNER ASSEMBLY. _. 10
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PARTS DST. _._tl
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CDCE SEE (ABLE e.TH1S SHEET
�— DISTANCE i /I ••,
�Ltl4'MAk � 2
TW. MCIIOR TYPE.-- --
\ EMOE ONENT AND EDGE
D S'AVCE PER SUBSTRATE.
SEE TABU-B. TWa SHEET O,
^ EX .R
USEDAT CJRVED\-_.
FRAME MEMBERS ONLY T'IS'BLE LIGHT• Th
6II-T:L"U.L. MAX. CONCRE.TGLMJ —�
YANDow Buck WIDTH - 24{'
PER ANCHOR __. _ A!NDOW BJCK WIDTH
REODIRELIENT
1!.r MAN. SHI •�—
STEEL
9E1-TR'iI.WG SMS
(Gbj, S'E TAe SE 9
THIS SHEET
INSTALLATION 1
TYPE H �A 1
i! '' EXTNni:OR
MIAWDAOE APPROVED MULLION
(SEE SC^CRATE NOA). ALUMONUM.
STEEL FRAMING OR STEEL STUD
SEE SUBSTRATE PR(N'ERTIES,
TA.B•E BJHISSHEET
\ 1X WOOD BUCKSTRIP.
NOTE 2. THIS SHEET
CONCRETE PgR
EMBEDMENT nNCI10R
• REQUIREMENT
INSTALLATION - E.� _ TYP. ANCHOR TYPE- EMBEDMENT
TYPEF pIS'ANCE- AND EDGE DIStANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D-D
HORIZONTAL SECTION C-C
PRODUCT REV13ED
I wfn taa ►lod"
INSTALLATION i:wclla
TYP'c, f NOAJIo. 17.0•14.11
EMBECMENT lAPh/bn Data Dili91Z019
cKsrR:P. r —7 — T —'ems
�• .�I CDC#
DISTPNCE
'• • • • NO CHANGES THIBSHrFT
COKCREI.�! ■
• • • EO ANCCHOR OR • • • ^ • N _�oU
• REONRENENT
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ON tt �
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4
tr
TJNGROLTED CMJ• VAI UES MAYBE USED FOR GREED CMU avvLlr.Ai10N9.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMEEDME NT AND EDGE
DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'•1X', ARE. SLICKS WHOSE TD <AL
THICKNESS IS LESS THAN 1-1,2'. IX WOOr. BECKS ARE OPTTOVAL IF U'dT CAJJ BE
IMSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED
AS'2X' ARE 1 I2•
THICK CH GREATER. INSTALLATION TO THE SU9STRATE OF WOOD SJCKS TO BE
ENGINEERED BY OTTERS OR AS APPROVED B" AUTHORITY HAVING JURISDICTION
D. I''OO A'TACHMEA'T TO METAL. THE STRUCT JRAL MEMBER SWILL BE OF A SIZE TO
PROVIOF FUII SUPPORT TO THE WNDOW PRM,IE.
4. IF APPLICABLE LOWER DESIGN PRESSURE FROM EITHER WINDOW OR AIUI LION NOA
APrLIES TO WI TOLE M IFIJ.
g -
-
6
.:.
U Lj
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Ill II11It L``t
A. LYNN MILLER, PE.
TYP ANCHOR TYPE,
EMBEDMENT A D EDGE - EMSEOMEA'T
DISTANCE PER SUBSTRATE. \ -_
SEE -ABLE 10, THIS SHEET _
INSTALLATION
TYPE
i EXTEROR
WMNOOW
FUCK
'EIGHT
II
NSIBLE
LIGHT
XEIOI`T-
'MVDOW
JILCK
XEIGHT.
2.314'
I u 4R
INSTALLATION
TYPE)
G)
uSEDATCIIRVED
-�� FRAME MEMKRS ONLY
011-w O.C. MAX.
PRODUCT
RE'.V13ED
INSTALLATION INSTALLATION z4*dwy t.N F �
2X WOOD BUCKSTRIP — lhlo e" 1T"0614.11
--OR f—NG, SEE TYPE J TVPG K
NOTE 2. THIS SHEET EDGE �I lRPkatlOn DaN i/c19
DISTANCE 1 114' MAX EDGE DISTANCE ---I—
ED� SMMI Mlam
STANCE Ilrl iX WOWBUCK6TRIa
2% ODD FRAMING
OR FIIAMWC,
OR FRAl.6HIS SEE NOTE 2, TMA SHEET I �
NO'E 2, THIS SHEET
TYP. ANCHOR TYPE, ENBEDMENT AND
1 \ 1, --- "'- EDGE DISTANCE PER SUBSTRATE,
—` Ztld•MM II �\ I �1 SEETMLE IO.-HIS SHEET
6N'M
EAI9EOMENT I I
I/
11
114. MAx.I�--
INSTALLATION
TYPE L
- EDGE DISTANCE
`
SELFAINGS.-
IDS, SEE TAB S• ,
(GSA SEE TABU ET 'a SHEET
i `3/ I 1 EMBE•K: CHANGES THIS SHEET.
I� VISIBLE LIGHT WIDTH = TH5) W
�11 kk • � �
S• d
WINOOV16UCKW" MD&'d• � • • • ! • J
Ml01� •
W0W BUCK WIDTH • • �
HORIZONTAL SECTION E-E • • • • • • >, A •
• • • � d 8 � ..o;.� d
•• •• ••• UMjd u •
U yy
__ •••IS•• 1W-•Z� i � • nl
A-h.
Subram
. E.
P
P.T.9nMrn F1M AaQSS
?NYR.T.9wIn)ato
m
2.1?X.146' N0E
L Y Sew &—(Gsr
0.0B3" AXilltum 6G6345 mI,.
S1/6'H8J96Wif404T
/S Tr SW Or. 33
S/1S
2X WOOD BUCKSTRIP EX"ER:' 'MIN,O, 3 TXREADS 9EroND ,rn,Vc1AL PuwrrtAre.
ON FRAMING, SEE
NOTE 2. THIS SMELT V
tW MAX SHIM MUVAI-DAOC APPROVED MULLICN IMaVAP LATlQNN NOTES:_
(SEE SE AMNG OR STE N R STEEL ALIItJIN11S7OO M1,
STEEL FRAMIN1. L SF. ONLY ANCHORS LISTED ON TH S SHEET. FOLLOW EMBEDMENT
_
SEE SUBSTRATE PROPERTIES. AND EDGE DISTANCE LIM-S.
_�-
�_..-^�= TABLE,O,THIS&IFFY
EDGE D'S-ANCE
2. WOOD BUCKS DEP'CTEDON THIS SHEET AS'1K ARE! UCK6 V'MOSE
TOTALTHICKNESS ISLESS THAN i-1,71XW00JBUCNSMEO>'DONAL
IF UNIT CAN RF INSTALLED DIRECT_Y TO SOLID CONCRF E. W JOD
VAlerlrl MF. F, Nh F,,
&4 e.x 02tJ If0 J
dL6 Th Aanw_ i 21LN
1`\�pNY
a�. LICEN9F''�C�'.
-• ---
RVCK60PIC-EO AS"2X'ME1�1R'fNILK OR GAFATER. INSTKUTpJ
_ _
-�i]7 SEL« MLY
.-
Q'
'• P
_ _
- --
TO THE SUBSTRATE OF HOOD RIICiC9 TO BE ENOINEEREO BV OTHERS
. L Y T' Y
-
`* N0. 6BT05 �
•.
TVP. ANCHOR TYPE. EMBEDMENT
�- EMBEDMENT AND- FDISTIWCEPER
OR AS APPROVED By AUTHORITY HAVING JURISDICTION
!. FOR ATTACHME�7 TU NEI AL' SHE Sl'N'JCTVRM MEMBER SMAl. RF
-_ * -
-
9 �=
SUBSTRATE. SEE TABLt 10, THIS SHEET
OFA SIZETOPRO'JIDE FL-L SUPPORTTOTHEMANODINFRAAE.
VERTICAL SECTION F-F
4.IF APP_ICABLE LOWER DES:ON PRESSURE FROM EITHER WINDOWOR
APPLIES TO A}. SYSTEM.
VC '•.:(ORIol..' ��
_
MVLLION NOA
NI
1111111\\
A. LYNN MILLER, PC
INSTALLATION
TYPE M
-ER EXOR
� a �I
WINDOW
BUCK
HCKJHT
I
T
ou
LIGHTMG
HEIO,ITNTa
WINDOW
BUCK
NQGHT-
1dN-
PRODUCT REVISED
wNh Uw FIsrM•
2X V1000 BUCKSTRIP
_ oa FRAkA1No sE=_
INSTALLATION_
TYPE M
QABEDMCNT
INSTLLATIONYPE
_rneNin♦
MDR^ro•C� IT-061•'11
STAN
DISTANCE NOTE 2, TH.3 SHEET
N _
E.pHsaoP 1]a•0Y/19/'l019
EMDEDMENT
■ '�
JJ
M
r
114MAX
SF.IM
•
•
MI•�a=�laZ•n�ior
• • �
EM9EDA1ENi ( 1X WJOU Bt1CKSTRP. SEE _ .� • • •
—pO
I' I
2X WOOU BLCKSTRW NOTE 2. THIS
FRAMING. SEE
NOTE 2, THIS SHEET
SHEET v.l • •
I r •
//� '••
•
• • • • • •
•
1
Ltia' YAAX
��31 SHIM
I11
' `/ I I
)1 I
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, -.-..
'
I • I 11
• •
• •
•
•
• • •
•
1
^ SEE TABLE tt,T433HEET
I
+ •
• • • • • •
�TYP ANCHOR TYPE,
EMSEDIAENTAND EDGE
i
l I j I I.
J
`• • • • •' i
I !`
DISTANCE PER SUBSTRATE,
1 / i
JR-IXi•LE/77•�-�[yTjl�•
/ SEE TABIF. 11. THIS SHEET
]
_
I
� nt : •• •
••
•
ANCHORAG. OFBC 2017•
• iT
USED AT CURVED EDGE
-)USEDDISTANCE 1 I
I
—
---
1� • • •
''UJ'�
EOOF • •
00000
MEMBERS ONLY
1-7B' O.C. MAX. I
i
_ 1
"_—
• • • •
DISTANCE
•
_
• • •
GO NC
11 '
• Y
•
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f)•
j i
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PER ANCHOR \� ''�� r • CW • •
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1/41MAXT311M r—
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VIJBLE LIGHT WIDIN =
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1 pER M1CNOR
C/ I • •fm/*:Ilk1ENT
• • •
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4
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0
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a
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INSTAL TOION
•
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HORIZONTAL SECTION G-G
• •
_
Q
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TASLE 11.
—
STEEL
SELF -DRILLING SM5
(G8), SEE TABI E tt.
THIS SHEET
! C2 TYP `ANCHOR TYPt.
/ JEA9. CME,NT AND EDGE
%DISTANCEPERSUBSTRATE.
EXTERI R
n�
v
5
/
/ SEE 1ABLE 11. THIS $1EET
/ 1/4"MAX5HIM
MULUON
SEE SEPDEATE NOA.ALUM14UM
(SEE BEPERATE
1I
STEELFRAVS.V OR STEEL
1ORSTEELSILO.
SEE SIJ■STNAlk 1YR0!'ERTIES,
AmNOr
9WKtH4
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MIX. C.C.
/12or•14410SSS—
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3.1?
1.14'
BY
INSTALLATION - --- TABLE I.THIS SHEET
' MIORGI ] THREADS BEYCHC TH¢ F USE FOR RATE.
TYPEN - 1X'NOOD SUCKSTRW, TJNOIRWTEO CMU'VAL:JES AUV OF Ufi¢p FOR GROUTED CPU APPUCATONS.
l7 i ^! 'G=. i SEE VOTE 2. THI SHEET
`. WSIALLATION NQTES'
USE ONLY ANCNONS LISTED ON THIS SHEET. FOLLOW EMM:IMENT AND EDGE DISTANCE LIMITS.
• a 2. WOOD S'JCKS DEPICTED ON THUS SHEET AS' Xr, ARk BUCKS W40M TOTAL THICKV_SS IS LESS THAN f-+/2'. 1X'MOOD
• DUCKS ARE OPTIONAL'F UNIT CAN BE INSTALLED DIRCCTLY TO SOLD COWOE•E. WOOD DUCKS DEPICTED AS" ARE
t-1/Y TH'CK OR GREATER. INSTALLATION TO THE SUBSTRATE OF W000 DWK5 TO EE ENGINEERED BY OTHERS GR AS
�I EUOE APPROVED BY AUTHORITY HAVING JUR:SDITKNV.
DISTANCE
3. FOR ATTACHMEN- TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME.
VERTICAL SECTION H-H
— a. IF APPIK•ABL.F,! ONF_R DESIGN PRC£SURE FROM EITHER WINDOW OR MJLLICN NOA APPLIES TO WYtOLF SYSTEM.
•
• •
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7
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22 YN
YN
PRODUCT REVISED
wan 9H. RN..Hd.
s:IwLR9
now -no. 17-0871.11
9Kgntbn ft . 0211912019
••
•••
••••••
•
•
••••••
NO CHYWGb•HE•H•E•
• • • •
ASSEMBLY DETAILS FOR
FLANGE 8_EQUALIEG FRAMES
ASSEMBLY DETAILS • • • •
FOR FIN FRAMES
r j _
• •
• •
•
• • • • •
• •
t] E
n
O
^4
NJOIEPCIRYED I��yII! Y
1 I i FRAME ASSENS'.Y ✓� a I er i' • �awi.
sR
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I Y I I/'
eR R
j AiAAi_ AS$EAIBI.Y
i
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\
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ALL CORNERS TO i
IJ
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USE GASKET �/® '/�.
MYDIOR SEALANT /
j
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r``/
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`—FLANGEFRAME
USEOA51�: ,'`
ANO/OR SEAS WTI.
6 /
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-
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-
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1 � E0UA1-LEG FRAME
/ / MITERED FRAME WITH INTERIOR
..Y✓✓ �✓
I
.
FRAME RAM WELDS
FRAME WELDS
6
i ---(((
[, FLANGE FRAME
� AND EKTEROR FAMLE WELDS
(SHOWN) OR CORNER KEYS AT
V [,
AVD FJ(TFRIOR
A4D EXT-EREDERIOR
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL
CORNERS
f
/
SCREW BOSSES SEALANT AT ALL CORNERS
9
I
W
of
LL
O
m
aLi
Q' -•.f�
* . r No. 58705 =
I
'Ol nl nl N�
A. NN—LC' P.E.
LYP.E.Y W!ME
• e 1
NPGTPerts
D—IP80n
Material
1
4253C
Flanp d Frtrre
Alum. 8053.75
2
4285
Equal-Iep Frame
Alum. 5053-TS
3
4256
IMepral Fin Frame
Akrm 0053-T5
4
4255
VW Lami. G1ase eeadnp
Ak- LtOBbT5
e
4254
I.G. Glase Beadirg
Alum. 6063-T5
as
4270
Irlstaestlon Festener Cover
Akan. 5063-TS
m
4224
Imtdation Fastener Cover
Rigw PVC
10
70MOC
Gaekat let SO• carp pinh)
Poryahym-
11
TP14778
Vlnyl Bute Weatlamft
Flax PVC, Duo. 65 •/-1
13
Dow 787, M a GE TMO Backbed&V
Sik —
20
71652K
Betting Block Mono. Y16' x 7116' x 4'
Neoplerle, Duo. 85 •7-1
21
71704AK
Setting Block, I . 3/18' z I-W32' x 4•
Neoprene, DM. 65 -7-1
29
06 z 1-1/4' FH SMS
Steinloee Steel
30
781PDX
#8 z V Guee PH SMS
Stainless Steel
SUCONE
STRUCTURAL 114' NOLL
pCLnSOBUTYLENE
W TH CESICCANT
EXi. GLASS
(� M. GLASS
a KODISPACE
4SG TPS
i .014' .09Y
1
Le7s —,
sae- i
-
T .500' f--.•�..— .u00•nnm
._TI O FLANGE FRAME
JN253C, 8C83•T5
+-, 170• —
7116' 1A ML
GLASS BEADING
#4255, 8063-T5
HOTJAF-LT BUTYL
STRUCTURAL
SILICONE
FONA 3itE NUM.
4mI
DESICCANT/ '
FXT GLASS
IYr. GLASS
SUPER
SPACERO NXT" '
Part#
Description
Material
75
Kommadinp 4SG TIPS Spacer System
76
QUam. Super Spacer nXT with tali Mek BNyl
See this
Sty
77
Qusnax Duroseal Spacer
Materiak
78
Grdinal M Edge Spacer
—_ 2.754'
W. 2.784• —�-.
C7J•
1.3]5• +
.OBr
074•
1.374
Mr
W.
•
EQUAL -LEG FRAME
O #4285,6063-T5
1.12
•
0,
• •
• •
• •
Is1
_
E
04256,6063.T5
a
1 —•- ►—
• •
•
.34a'
••
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—�'it'r .050'
•
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•
404,4141
I.G. GLASS
IWAa&LATION
05 BEADING
FAST C VER
68
•
94254, 8083-T5
#4270, BW3-T5
0
ALUMNIRA
REINFORCEMENT
5AW NOM.
BUTYL a
DESICCANr%AMT '
.
EXT.OLASS-
INT. GLASS
t77 DURASEAL®
SPACER
•
POLMO, DESICCANT Flu AREA •
BUTYLENE • •
SEAL Sl1f'NOM.
SILICONE SEAL
ROLL-FOR.VED
STAN: ESS STEEL
INT. (sA55
EXT. GLASS
XL EDGE"
SPACER
PRODUCT REVISED
eewgrM aNh tm Fka
NOA-A..
C•d 17.0614.11
eaplretbe Oea OT/16/201 •
ILw�acT7.rwTT
•
•
•
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ark • •
< ?
%�IrSS,O,r oNlo �NG�
NAL
/'t rrllll 11N7``
A. I.YNN MILLEfl, F.E.
P E.t esTOa
MIAMI•DADE MIAMI-DADE COUNTY
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) www.miamidagg.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
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 (AHJ).
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 ttis product 44v4grial
fails to perform in the accepted manner, the manufacturer will incur the expense of stk,4tCsfmg and the AHJ0 it
• • • • • •
may immediately revoke, modify, or suspend the use of such product or material withitr.tjreir jonsd'.ction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade Cgmkt3i Product Control • •"'
Section that this product or material fails to meet the requirements of the applicable bylidin% code..... • • • • •
This product is approved as described herein, and has been designed to comply wit11•the Florida $ui?ding •. • • . •
Code, including the High Velocity Hurricane Zone: so:* •: ; ...
..:..'
DESCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.I.
• "`•: •
. . •
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Wthdow,•Impaot6 is heets 1 • • • ; •
through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by n1nuAriturer,•signed and*
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision gfttp with: • • •:
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control•Ieckion.
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
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. .If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidenc s 1 E- an E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0630.08
Expiration Date: March 26, 2021
+ (�� Approval Date: November 30, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
I 1 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass doo:
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TP
spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and X:
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laborator,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/1`'
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega P.E.
(Submitted under previous NOA No.16-0714.06) • • • • •
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • ..
2) Uniform Static Air Pressure Test, Loading pef FM TA4 2b5-N
3) Water Resistance Test, per FBC, TAS 202-940• • • •
..4) Large Missile Impact Test per FBC, TAS 201.94:' • • • • • •
5) Cyclic Wind Pressure Loading per FBC, TAFr�03:94 ....
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 2e-94 --:-
along with marked -up drawings and installation diagram of an jfumigum single hung
window, with fin frame, prepared by Fenestration Testing Labczratoly, Inc.; T•A.
Report No. FTL-4957, dated 10/03/06, signed and sealed by Ec mdnao Lar%w4pada,
P.E. •• •
(Submitted under NOA No. 07-032Z 06)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hun
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Te:
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed an
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
Manuel (er;-0630.08
P.E.
Product Controiner
NOA No.
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E - 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. 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 Resistance Test, per FBC, TAS 202-94 ; • • • • •
..4) Small Missile Impact Test per FBC, TAS 261214: •• ••
5) Cyclic Wind Pressure Loading per FBC, TAS'2(53-94 • • •...:.
6) Forced Entry Test, per FBC 2411.3.2.1, TAJ �P;r 94 ......
along with marked -up drawings and installation diagram of adabvi2num s�glerhung0 • • • •'
window, with fin frame, prepared by Fenestration Testing Lab ptm:r, Inc., Test .9:0 • •
Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both s;n! and sewed by ... o:
Edmundo Largaespada, P.E. ; • •
(Submitted under NOA No. 05-1018.01) : • • • 6 • • "
7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading par F$C TAS 2.02-94 ; • • • •
..2) Large Missile Impact Test per FBC, TAS 201-94 • • • • •
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
1 anfiel ere P.E.
Product Contr 1 Exa iner
NOA No. 7- 30.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 6t' Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflez Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS ' •' • • •
1. Statement letter of conformance, complying with FBC 5tn Edina (2014).FBC •
61h Edition (2017), dated June 22, 2017, issued by manufacturV,VMed and so&ed by... �.
Anthony � L Miller P.E. "�e•'•
2. Statement letter of no financial interest, dated June 22, 2017, iSsve.4 by maq'�ifaoturer,* • Y •
signed and sealed by Anthony Lynn Miller, P.E. • • ; P • 0 , ... ; • • •
3. Laboratory compliance letter for Test Reports No. FTL4957,'P M 4958•a id FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 1D%02706, signed and •�
sealed by Edmundo Largaespada, P.E. a so**:*
(Submitted under NOA No. 07-032Z 06) O
.. . ... ......
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-464'f,•F'YV- 46489
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-0714.06)
G. OTHERS
1. Notice of Acceptance No.16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
n r z, P.E.
Product Co rol E aminer
NOA-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5/16' LAMI CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH A .090' KURARAY TROSIFOL` PVS (BY KURARAY AMERICA. INC.)
OR 090' SAFLEX iW6 INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
e. SMS" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL'PVB (BY KVRARAY AMERICA, INC.) OR .090' SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. 5116' LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A
090' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH A 090" KURARAY TROSIFOL" PVB (BY KURARAY AMERICA, INC.)
OR .090' SAFLEX n PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7116" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A
.090' KURARAY TRUSIFOL'PVS (BY KURARAY AMERICA. INC.) OR .090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F 7/16' LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A 090' KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC j
OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 1 3116'LAMI 10: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090" KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13/18' LAMI IG: (1) LITE OF 1/8- TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/W ANNEALED GLASS AND (1) LITE
OF 118' HEAT STR€NGTHENED GLASS WITH A.090' KURARAY TROSIFOT PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS. AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS
WITH A .090' KURARAY TROSIFOI ��PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13118" LAMI IG (1) LITE OF 1�8" TEMPERED GLASS, AN AIR SPACE AND 7118' LAMI CONSISTING OF {2) LITES OF 3/18' ANNEALED GLASS WITH A
.OBO" KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13/16' LAMI IG. (1) LITE OF i/8' TEMPERED GLASS. AN AIRSPACE AND 7/18- LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE
OF W16' HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOC PVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX *PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13/16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS
WITH A 090" KURARAY TROSIFOL�PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13116' LAMI IG: (1) LITE OF //8' ANNEALED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF VB' ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS:'OX' (111, VIEW AND RADIUS TOP. ALL WI LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300,
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
CODESISTANDARDSUSED:
:2W 7 FLORIDA BUxDING CODE (FSCI, 4TH EDIIKIN
2014 FLORIDA BULLRING CODE(FlIC). STH ED,I R
'AETM E130IMM
MNSUAF4PA NOS2015 FOR WOOD CONSTRUCTION
'ALUMINUM DESIGN MANUAL. ADM2014
.A1316100-12
+AISC MD-10
NOA DRAWING MAP
SHEET
GENERAL NOTES. ........
... 1
GLAZING DETAILS............2
DESIGN PRESSURES.
3
ELEVATIONS
......4
VERT. SECTIONS .............
5
HORQ. SECTIONS ............
5
PARTS LIST A.....
6 •
•
EX ION S......._�.�..•7
C R DETAIL.. �........
•
•
A C GE ............
... B-11
•
• •
•
• • %&ohs
Min. F
Min. F.
,wacI•N
92 ksi
LMre600*
k410
&E%*Cnrt*FIexV
127ye
gi2DksiEbo
Aknb"
16 ksi
1
38
E Stud
I
4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS
5. SHUTTERS ARE NOT REQUIRED.
6, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7 REFERENCES: TEST REPORTS FTL-4845, FTL4646. FTL4647. FTL4848. FTL4649, FTL4650. FTL4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-%63,
ANSI7AFAPA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIESIMODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZL
10, FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT. ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
19111 A3 .2l- ----.
CERT OF 4UM. Atxex ALUM. SINGLE HUNG WINDOW, IMPAL
P(G e.rI
�R,ktx T IL'VLeRl
�ANrI+x ,.N� 1ne�F�kR.MA
*QR. �No. 86706 •-11�L *-
Q� •. ETA OF
'SS�OAIAL its
77j 41 I1/111T`1 `
A. LVNN MILLER, P.E.
FL P.E.O 58705
/2'NOM.
GLASS BITE
12''"'
GLASS SITE
Part 11
Dewtplon
Malarial
71
Kommadkp 43G TPS Spacer System
72
Oua X Super SPacar AXT WIDI Hot Mall Butyl
Sec this
SMeI b
Materials
73
Duamx Dureseal Spacer
74
Cardinal XL Edo* SPaoar
1R" ANNEALED OR HEAT STRENGTHENED GLASS 3/18' ANNEALED OR HEAT STRENGTHENED GLASS
ODD PVBINTERLAYER ODD PVB INTERIAYER
1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
5/18' NOM. 111, LAMINATED
5It6' LAMINATED GLASS 80,81 or 82 7/16' LAMINATED GLASS 83,84 or 85
• •
71-74 GJ EXTERIOR INTERIOR • • •
(ALL SECTIONS)
•
^ KURARAY TR • •
/2'NOM PVB INTERLAYER • • •
V+SS BITE OF G
SAFLEX.PVBtNTE1RAYER BY
EASTMAN CHEMICAL CLAi"
70 ••••••
118' ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS • •
.000 PVB INTERLAYER .090 PVS INTERLAYER • • • •
1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3H8'ANNEALED OR HEAT STRENGTHENED GLASS' • • • • • •
5118' LAMINATED 7118LAMINATED
AIR SPACE AIR SPACE • as
•
1/8' ANNEALED OR TEMPERED GLASS IV TEMPERED GLASS • •
1-93/18' NOM. 13/18' NOM. • •
13/16' LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16' LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 • • •
1/2" NOM.
GLASS BITE
SILICONE ROTA ELT
STRUCTURAL
SILKXow 3,1
STRUCTlRAL 1l<'NOM FOAM—\
POLY' SOSUTYLL E WITH
WITHOESICCANT \ DESICCANT
e
EXT.GLASS UT. GLASS
eft. GLASS
KODISPACE n SUPER
4SG TPS ` SPACERONXT"
ALUMaAA1
BUTYL REelrORCEMENT POLYIS& DESICCANT FILL AREA
BUTYLEHE i--6/18'NOM.
W NCM. aie'NOIA7 SEAL / SIUCONE SEAL
BUTYL& / ROLL -FORMED
�S FO STAINLESS STEEL 1
E%T. GLASS / /
W�1111'
E%T. GLASS /
ASS T. GLASS -INT. GLASS
C111DURASEALO (T� XL EDGE'
SPACER SPACER
N VENKL,RWIS
MtIN0.18fA
MFT. OF AUT".: iM
SN= I FuB I 2 • 11 I 40"
• •
4NMlr • •
•-
LAMI IG OUTBOARD
•LEES Mf`Y' BE
•l1�tADE4 3/16'
*WITH VgCHANGE IN
DESIGN PRESSURE.
•
••••
••••
••••
•
••••
•
••••••
•
•
00
• • •
Raid.
NO
pp� n of
EN��
0. LYtIIIr a 'R, P.E.
FL P,E.1158705
1M FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE I.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
"O-
wlHoow HEIGHT
WIDTH GLA33 TYPE 63" 1.1.TO" 7- 7!" TV
MEETING RAIL
48' A,B,M i60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -90.0 +80.0 -80.0 +80.0 -60.0 +80.0 A0.0
HT.
1. A,B,M f80.0! A0.0 +80.0 -80.0 +60.0 -80.0 +30.0 -80.0 +80.0 -80.0 a80.0 -800 +79,0 •79D
'K SASH
62" ADM +80.0 -80.0 +80.0 -80.0 +80.0 -0I1.0 +76.8 -78.6 +J7.3 -7Z3 +75.9 •75.9
+8R-0
_
63116" A,B,M +6+80.0 -80.0 +79.6 -79 8 +78.2 -78.2 +78.9 -78.9 +75.4 -75.4 +74.0 -740
UPT063118 C.D,E,F,G,H,I,J,K,L ++80.0 �0.0 +60.080.0 +80.0 -00.0 +80.0 •60.0 +80.0 -00.0 +80.0 -80.0
STANDARD VIEW 6 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
"0'
--W-Io-T-H--1 GLASS TYPE 3813" M"1 60 6l6" 63" 7T 7!" 76"
.0
HT. MEETING 1
46" A,B.M +80.0 +80.0 -60.0 +00.0 -80.0 +70.0 -70.0 +70.0 .70.0 +70..0 -$707..08
_70
60" A,B.M +00.0 100+60.0 0.0 +79,9-79.9+70.0 +70.0 -70,0 +700 •70.0
•
•
x
A,B.M a800 68A
0 BO
1.8.0.0-SO.D
'-•'•
67.662
S.
80631I8" A,S,M +90.0 +680 880 +667 -W7
-75 0
202••
-70.0
UPTO631/6 C,O,E,F,G.H,I,J,K,L 0
•
CUSTOM VIEW & RADNJS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3.
• •7
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
•' 't fi
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH � 76" FLANGED AND T6" INTEGRAL FM)
MINUS
-�"
r.EETINGG%�Xll
WIDTH
GLASS TYPE
17 1/8"
221tl16
28 Y18"
33 Y4"
>9 d16"
M tY16"
60 318"
6616116'
HT
1
�'T 0
•
IT.
i-
63118'
D.E,F,J,K,L
+80.0 A0.0
_
+80.0 -80.0
+80.0 -80.0
+800 -80.0
+70.0 -70.0
+70.0 -70.0
+70.0 -70.0
+70.0 •70.0
TEST REPORTS
TABLE 4. I V/ _L •
D. 7116" LAMI- 3116•A,.090, YIWA
FTL4645, 4885 _____�___
•
E. Vie- LAMI- (YlWk.090, 3/16'HS) _ _
FTL-4846
F. 7116'LAMI - 1WHS,.090, 118"HS)
___ FTL4645
G. 13/16' LAMI IG • 1/8" T. AR SPACE, 5116" LAMI-(1/8'A,.090,1/8'A)
FTL4646, 4723
M. 1116- LAMI 1G -1 T. AIR SPACE, 5/16' LAM - (118'A,.090,1/8'HSL
FTL4646 __
1. 1116' LAMI IG - 1/W T, AIR SPACE, 5116- LAMI - (1I6"HS,.090.1/0"HS
64 FTL46
J. 1Y16" LAMI IG - 1/8" T. AIR SPACE, 7/16' LAW- (116"A,.090, 3116'A)
FTL4649, 4650
K 1116- LAMI K3 - 1/8" T AIR SPACE 7/16' LAMI - (3116'A O90 3!16'HS)
FTL4649, 46W. 4958 _.
L. 131IK LAMI IG -1/8' T. AIR SPACE 7/16- LAMI - (3116'HS .090 YI6'HS)
FTL4649. 4560
M. 13116" LAMI IG - 1/6•'A, AR SPACE, VIr LAMI - (IIWA..090, IlrA)
FTL-5W3
NOTES: 1, WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE
DESIGN PRESSURE OF +84,0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518' MINIMUM TO 38' MAXIMUM.
4. GLASS TYPES C, G, H. AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL OP
luro Tec,wlo�rnr ORu9 °i�"'
LIMITATIONS.
N ve ce.r 3QH DESIGN PRESSURES
Is'nuo-,aau
CERT.Of4UMRY390 ALUM. SINGLE HUNG WINDOW, IMPACT
aw 0606H7 G I•q CN4NOES iHpi 6NEET.
- r -- '�
a!1o9 NTS 3 + 1/ 104420 G
FJL W,06 J.J. TlJS07
No. 5870S
''� TONAL EN1�
A. LYNN MILLER, P.E.
FL P.El 58705
- 521/8-MAX. FLANGED WIDTH
$2 7!8' MAX. IF. WIDTH
48 518' MAX. FIXED
DLO IALL) D "� 1
�I F.
SEE DLO HEIGHT
LF. A i A LF.
TABLE 0 /! p HEIGHT SEE DLO
-
- ^ O Y�
76' MAX. TABLE 76' MAX.
FLANGED �I. FLANGE -
SEE 38 �116' HEI T ,. 1� HEI HT
TABLED j �= / SASH STA [. X N-E4
(MAX.7 I MAX.f i
I JJjj
48 174' M
VENT DLO (ALL) DETAIL B
DETAIL A VIEW_(STANDARD SASH)
1l1
B
75- f .
I I! I.F.
HEI MT
SEE DLO
TABLE
/ 76• MAX.
FLANGED
HEI HT
SEE DLO T. ABLE f %C / ( SASH SEE
HEIGHT
B
DETAIL D
VIEW (CUSTOM SASH)
2 P
E
1 76- MAX.
I.F.
E —j HE HT
76' MAX.
FLANGED
HEIGHT
20'
SASH
HEIGHT
DETAIL E
RADIUS TOP CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
S. SEE SHEETS 8 THROUGH 71 FOR ANCHORAGE INFORMATION.
4, SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 S C) ARE BASED ON A THREE OVER TWO FORMAT
O NTEGMMD yDRe
vEr,X;e. �Ls ELEVA
ceRT. or wn� �asxc ALUM.
9f(/W
r lI 75-MAX.
I.
C'"N HEIGHT
SEE DLO
TABLE O ,✓
III'.' 76' MAX.
L FLANGED
HF.
SEE DLO I X '� S E
TABLE 1j1 NO E 4 •
--6= • •
•• • •• •
DELI_* • • • • • •
RADIUS TOP (STANDARD SASH)
•"•••-* •
•••• ••••
•••••• ••••
00 go
. •
• • •
vil.nC�Cf REVISCD
rnuHrmr ..,r ti Fyrid�
F.)Tna,n.I)ate
* : NO 58705
O :(( i
-0, STATE DF
L ENG�
ING WINDOW, IMPACT _
A. LYNN MILLER, P.E.
4 + 11 o.w 4040.20 G FL P.E.058705
1+-2.784'---I
1 INSIDE
MAX.
FIXED 8 OR
LITE
DAYLIGHT
OPENING
2!
23
MAx.
EIGHT 21
OUTSIDE
MAX.
VENT
DAYLIGHT
OPENING
SECTION B-B
(LOW SILL SHOWN)
NOTE: MIN. (1) SWEEP LACH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH.
INSIDE MAX VENT DAYLIGHT OPENING
_....__ L
NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
9,10,11,15,16
1211V
I OUTSIDE
�-.----MAX. FIXED LITE DAYLIGHT OPENING �
MAX. WIDTH •' •
SECTION A -A • • •
oursloE INTEGRAL FIN (LF.) FRAME SECTIONS • • [•
47 • f •
{ •
I HIGH •
£ SILL 2.330 • gal
LOW • f
I.L
—1L •f••
49 HIGH SILL 48 lOW_SILL HEAD OUTSIDE
2.71(rI—• • �{ •
I.F. FRAME q
I 53
t
OUTSIDE
68 I
a
6Tj r Ri
2.946'
2.330' (HIGHSILL) 63
I OL I (LOW SILL)
SEE NOTE ABOVE
54
64
12
69
67
NLRALIFT
12 ONLYALI�
SECTION C-C
ALTERNATE HIGH SILL
RADIUS TOP
(HEAD DETAIL - FLANGED VERSION)
OM TEGH,OIOOY PRnE
ysn �o-,eao � III'-IF�j 111/�C'IFjI GER,, DF AUTR.IiW9B
ILUM. SINGLE HUNG WINDOW, IMPACT
sFr7ao H•I( 1 5 • 11 4040-20
•
•
•
••••
••••••
# : No56705 ,r
STATE
• %S;�NAL ENG
A. LYNN y.6LLER, P.E.
FL P.E.0 53705
•ice
•IEIL
50
628 ADHESIVE OPEN CELL FOAM PAD
ID04 FLANGE FRAAE JAMT
1025 SASH STOP
1025 SASH STOP (EGRESS)1.125 LON
1029 SPIRAL, BALANCE, 3/e", SRI", OR 1'
1080 BALANCE COVER, 3W OR SIB"
88 X 750 PH. PN, SACS
BALANCE BOTTOM BRACKET
1511 WE SASH TOP GUIDE
88 X 1 PHILLIPS FLAT HEAD S. ST
080-1 BALANCE COVER, 11/16"
4053 SASH STOP COVER
029-1 SASH BRACKET
08-32 X 12" LG. PH. FH. TYPE F S,
054C FIXED MEETING RAIL
006C SASH TOP RAIL
1235 WST➢.,.170 X.270 BACK, FIN SFA'
1096 SWEEP LATCH
1016 W X.625 PH. FL. SMS
4007 SASH BOTTOM RAIL (LOW SILL)
1226 WSTP., BULB VINYL
4008 SASH SIDE RAIL
1268 SASH FACE GUIDE
1622 LAM SETTING BLOCK 3/32' X25A
1052 LAM M SETTING BLOCK I"X3/4"
1224 VINYL GLAZ. BEAD BULB (THICK)
1225 VINYL GLAZ. BEAD BULB (THIN)
10398 GLAZING BEAD, 5/18 LABL GLASS
10448 OLAZINO BEAD, 5/18 LAAB V9GRIl
122ZA GLAZING BEAD. 7t18' LAM
985C GLAZING BFAD, 7M 6- LAMB WGRI
4067 GLAZING BEAD, 13116" LAM LG.
1071A FRA,E. I.F. HEAD
4072A FRAME, I.F. LOWSILL
1073A FRAME V. HIGH SILL
W748 FRPAE. I.F. JAMB
4009 SILL LATCH EGRESS LOW SIL
1088 SPRING, BILL LATCH (EGRESS)
2740 SILL LATCH (EGRESS) (HIGH S8
TMS MEET.
61816
64050
095
64053 86 IG. GLASS, 13/16" LAN IG: 118T, AIRSPACE. 5/16- LAM, 116-&OW r ,verN • •
i ULBRKT 87 H. GLASS, 13MV LAN IG: 1A1"T, AIR SPACE.5/18' LAM. 'A.090 PVB 7A1"HS • • • • •
i32X12FPFX 88 1. GLASS 13/16" LAM IG; 1/6T, AR SPACE, 5116" LAM. (1'�'H8..0 ,i'a 4
64054C 89 J. GLASS, 13/16" LAM IG: 1I8'T. AR SPACE, 7H8" LAW 3116DW911) ,311 •
64005 110 K. GLASS, 13/15" LAN IG, 1/ST, AIR SPACE, 7/16" LAM, 3/16"A.OW PS113,3/16"HS •
67S16G 91 L. GLASS, 13t16" LAM IG: 1/8"T, AIR SPACE, 7116" LAM, ( ,3116"H e •
71096 92 M. GLASS, 13/18" LAAB IG. IM-A, AIR SPACE, VIC LPA1, ( .1A"
7658 2,878 • •
•
812230 1 78 • • • • • • • •
6TP249 • 000000
612231L .062 • • •
•
71622K 1' • 8. 5• : • • •
71052K • 0000
ITP247WK .062
eTP248K • • • • • e
64039B 47 FRAME, I.F. HEAD • • •
644703 M4071A, 606.4T8 000009
64222 O FRAME, I.F. I1)W WLt• •
6986 48 C4072A. 6063•% • I
64067 2_�. • • •
WO71 • • •
•• •
84072 -2.374
64073 2itUJill1 k9J7tFl!
64074 ^ T^R•WHOi w1Y 1N Halea
P,.eau4lb4e
764009 .062 NOM A•spoce Ho / D.Od
7SPRNG THICKNESS 4.111 2.i i 07
�
62740
u + oaa
e1014 .062 IJOM
71630 THICKNESS \� ,
71531
7CASP
51624K OFRAME.I.F.JAMB
50 840746, 6063•TS = * NO, 58705
49 FRAME. I.F. HIGH SILL
84073A, W63-TS (USED AS RADIUS TOP HEAD)
nrn 1ECNNaoOv dtlt£ ^-= on,� sTA
N. VEE 111215 PARTS LIST ' F '.;tplm�,.•' ��:
I81t1 1)4�eU•Coo
CERT.01 AU1N name ALUM. SINGLE HUNG WINDOW IMPACT �'SSAONAL ENG�`
Rw+r. A. CI'NN1M9►\�. P.E.
eH7C0 NTS 6 + 11 4010.20 G FL P.E.M 58705
I---2.784— +{
E_j
I
062
O FLANGE FRAME HEAD
#4002A. 6063-T6
.749
ST10.
062
O FLANGE FRAME JAMB
84004,6063•T5
(USED AS RADIUS TOP HEAD)
062 i
2.6I30 2.330
L I�
H--2.784—�1
O FLANGE FRAME SILL (LOW)
#4003C. 6063-T6
oez .. o0
OSASH STOP
64025.6063-T5
—11,341 I-- 4.---2.279�
.062 � jl"'.17Ij'S5 1 1l7
.062--
21 FIXED MEETING RAIL 2g SASH TOP RAIL
#4054A 6063HD-T6e #4DD6C,W53HS-T6
.062
2T x.946
3.a146
1
69 FLANGE FRAME SILL (HIGH)
#4050A, 6063-T6
I.F. FRAME
6or50
SEALANT ALONG ENTIRE JOINT
n — I.F. FRAME
WELD
ALONG
SCREW
BOSS (2)
SEALANT OR GASKET • • II UPI /
AT HEAD AND SILL • • • • •
r.-1.s1a-{ 736 • • •
VIEW D-D • • • • • VIEW E-E •
" (tit 8 VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
OSASH STOP COVER FRAME CORNER CQAernTION • • • •
17 #4053 6063-T5 — — — 05" • • 0000
2,326--1 1.096 1"Ta a GLAZING Q���" •
41 "0399116053-7 •
1.979 ••••••
osx 31 SASH SIDE RAIL • •
#40D6. 8063-T5 • • •
SASH BOTTOM RAIL(LOW) • • •
26 #4007.6D63-T5 DS0s7e • • •
2.836
062
O SASH BOTTOM RAIL (HIGH)
94051A. 6063-75
v. vewce. n .wns
fao4nleoo
CERT. Of N1M t81BR
.678
tom 1T
O GLAZING BEAD 7/16"
#4222,6063-T5
1.115-t� f
45 GLAZING BEAD, 7/16'
#985C, 6063-T5
(USED W/ GRILL KIT)
ALUM.
8117p!
a
•
•
tow 1 —.
42 GLAZING BEAD 6/16'
940448. 6W3-T5
(USED W/GRILL KIT) ,e drR,..m4r Fwr'7"
Dso
—�1 U97
46 GLAZING BEAD, 13/1
04067, W63-T5
7 • 11 1 4040.20
vr,
`��pY LYNryI�-'
.• N#. 58705
V� 37AT, •�(�`
FL P.E.# 58706
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 - IW ELCO ULTRACONS OR 012
SCREWS INTO METAL
2- IA* ELCO SS4 CRETE-FLEX
3-Al2 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
MEAD - 18 1fY MAX FROM TOP CORNERS
,IAMBS - 17 +? MAX. FROM TOP CORNERS
ts• MAX. FROM BOTTOM CORNERS
6' MAX. 8ELOW MTG. RAIL
SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT =N18LE ANCHOR
QUANTITIES USING THE ONME%4pA` IJERIA OF
NO7E*. • •
4. TASLE'� %TH AN: HEIGHT DI FjJ5ICN jQ�RE FOR
FLANGED WINDOWS. INTEGIL F�1 DI�PEjJSIONS
ARE a �il3•! •• • ••
5. DESIGfiPQF�StIBE LIMITATIONS:
SIZES BLOCKS OFF THE ADJACENT TAO.E WITH A
BOL'DyI(3Z$E�p/yyvAREFV�iIjE61.1N UANTIiv
NUJJI�S$HZAMJ IS BOLEVOIYA'TtIE 'CA., THE E
SIZE jT q"jYPE IS AVAILA%%
17-
8. SEE NOTBM, SHEET 11 FOR META`SUBSTRATE
REO•NIEM!)f>6. ••••
•••••• •
ANCHOR
SUBSTRATE:
ANCHOR TYPE:
QUANTITIES
FOR
1N FLANGED
WINDOWS
TABLE
WINDOW
HEIGHT
28.603
34.603
40.603
46,603
52.603
58.603
64.603
76.ODO
t++ $
ri
y
U
Z
O
U
U
Z_
Q
U
p
O
2
�' O
U
U
Z
O
U
p
�i O
U
Z
O^
U
U
Z
O
U
eh CI
N QQ
$
U
2
+" O'
U
U
2�
ONO
U
p
O
Z
O
U
O
Z
'� O
U
M p
O
U
Z
O
U
U
Z
'- O
U
M p
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U
Z
`" O
U
U
Z
O'J
U
t p
Q
Ry
U
Z
O"
U
U
Z
8
WINDOW
WIDTH
GLASS
TYPE
19.125
C,D,E,F,G,
H.LJ,K,L
112
7
1 1
1
1 1
1
1 2
1
1 1
112
212111212121212
1
2 2
212
f
2 2
i
2 2
212
212
2121212
212
212
212
1
2 3
1
2 2
3131
AB'M
1
1 2
t
1 1
i
7 1
1
f 2
i
1 1
1
1 2
1
2 211121212
1
2 2
1
2 2
1
2 2
1
2 21212
1
2 2
1
2 2
i
2 21212
1
2,.2
1
2 2
1
2,2
1
2,3
1
2 2
1
3 3
24.000
C,O,E,F,G,
H,I,J,K,L
1
1 2
1
1 1
1
1 2
1
1 2
f
1 2
i
1 2
f
2 2
1
1 2
i
2 2
1
2 2
1
2 2
1
2 2
1
2 2
1
2, 2
f
2 2
1
2 3
1
2 2
1
2.2
1
2. 3
1
2 2
1
2 3
1
3 3
1
2: 2
1
3 3
AB,M
1
1 2
1
1 1
7
112
i
1 2
1
7 2
1
1 2
1
2 2
1
1 2
1
2 2
1
2 2
1
2 2
1
2'. 2
f
2 2
i
2 2
f
2 2
1
2� 3
i
2 2
1
2 2
1
2 3
1
2 2
1
2 3
1
3 3
i
2: 2
i
3 3
32.000
C,D,E,F,G,
H,I:,K.L
1
1 2
1
1 2
1
2 2
i
2 3
1
1 2
1
2� 2
2131112
1
2 3
1
2 3
1
2 2
1
2 3
1
2 3
1
2. 2
1
2 3
2
3 3
1
2 2
1
3. 31324
1
312
7
313
2
3 4
1
313
1
4 4
A, B,M
1
1212222312222312232322232322233.32233343233343'344
1
1
1
1
1
1
f
1
1
1
1
1
1
1
i
37.DDO
C.D,E,F,G,
H,I,J,KL
1
2 2
1
1 2
1
2. 2
1
2 3
1
1 2
1
2 3
2
21 3
1
2 2
1
2, 3
2
2 3
1
2. 2
2
2 3
2
2 3
7
2 3
2
2, 3
2
3. 4
1
2 3
2
3. 3
2
3 4
1
3', 3
2
3 4
2
3 6
1
3. 3
2
4,4
AB'M
1212
1
1 2
t
2 2
1
2 3
1
1 2
1
2 3
2
2 312
1
212
1
3
2
2 3
1
2 2
2
2 3
2
2 31213
2
2 3
2
324
t
213
2
3 3
2
3 413
1
313
2
4
2
3,5
1
3 3
2
4 4
PSF
78
C,D,E,F,G,
H,I,J,K,L
2
2 2
2
f 2
2
2 2
2
2 3
2
2 2
2
2 3
2
2 312
2
2
2
2 3
2
2 3121312
2
2
3
2
24
2
2.3
2
3 3
2
3 4
2
2 3
2
3 4
2
3 5
2
3 3
2
3 4
2
4,5
2
3 3
2
44
40.000
• • •
• • • •
• •
TFIBL' •• •
MAK PSF • • •
(Dp LMTED) 11d •• •
HEAD 2
JAMB ABOVE 2 3
I7L.iJIK'f R6VIi�
JAMB BELOW
MTG. RAIL D630.0ca48.ODD1222222322233.4233334233434233435333435334.5463455(FU-LOP)
2�2
MIB ABOVE 2 3 ,f72
MfG.RAIL�2
JAAB GLROW53.125 ,
SEE TABLE 1 FOR No.'705
FULL OP - �(
O '•. STATE
WINDOWS =,�. dd ':lbw:
IMPACT %Sss'O/a[{no
o..�r r A. iYfNNAlj4\
4W420 G FL P.E.M 58705
AB,M
2
22t22,223222132322232323232a2333342334353334453344
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
44 ODO
PSF
78
C,D,E,F,G,
H,LJ,K,L
2
2 2
2
2 212.2
2
2
2 3
2
2 2
2
2 3
2
2 312
2
2
2
3 3
2
2 4
2
2 3
2
3 3
2
3 4
2
2 3
2
3 3
2
3 4
2
2 3
2
3 4
2
3 5
2
3 313
2
4
2
4,5
2
3 4
2
4 6
22222232223232233242333342333342334353334453445GR�
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
78
7D
r
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
22
3HJ'JKL
2
2 2
2.2
2 3
2 2
2 3
3 4
2
2 3
2
3 3
2
3 4
2
2 3
2
3 4
2
3 4
2
&3
2
3 4
2
3 5
2
3 3
2
34
3
3.5
2
3 3
2
45
3
4 6
2
3 4
2EAD
5 5
78
78
2
2 2
2
2�2
_2
2T3
2
2 2
2
2 3
2
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2
2 3
2
3 4
2
3 4
2
2.3
2
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3
3 4
2
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2
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3
3 5
2
3.3
2
44
3
4 613
2
4
3
4 5
3
4 6
2
34
3
5 6
qe,M
2
212
2
2 2
2
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2
212
2
3
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3 412
2
313
2
413
2
412
2
313
2
4
3
3 4
2
3 3
2
3 4
3
3 5
2
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2
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3
4 5
2
3 3
2
4 5
3
4 6
2
3 4
3
4 5
+cro }ECtpOLfW
R. vEwcE,
'KTT A
r DRIVE
n rzr
�
_
ANCHORAGE
SPACING f/f
ALUM. SWGLE
HUNG WINDOW,
G4
7
O
AV
CH4NOES TNI38FIEET.
r,ru.a
eMRU NTS
8 • 11
FX
7/70CK
JJ.
T?307
ANCHOR QUANTITIES
ABOVE MEETING RAIL JHKARlJAMBS
CUSTOM FLANGED WINDOW
HEIGHT MINUS SASH HEIGHT TABLET.
WINDOW HEIGHT
MINUS SASH HEIGHT FROM
TABLE B.
SUBSTRATE:
17.125 1
22.688
26 211
1 33.754
1 39 296
44.839
50.382
55.925
ANCHOR TYPE
O
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u
3
OE.1.1,
1
1
1
1
1
1
1
1 1
1
1
1
19.125
Kl
1
1
1
2
2
2
2
2 2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
D.E.F.J,
i
1
1
1
1
1
1
1 1
1
i
1
1
1
1
1
1
1
1
1
1
1
1
1
24.000
K,L
1
1
1
2
2
2
2
2 1 2
Z
2
3
3
Z
3
3
2
3
3
3
3
3
3
4
D,E,F,J,
1
1
1
1
1
1
2
1 1
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
32.D00
K,L
1
1
1
2
2
2
3
2 3
3
3
3
3
2
3
4
3
4
4
3
4
5
3
5
PSFI
79
37.000
D,E,F.J.
1
1
1
2
1
2
2
1 2
_
2 1
2
2 1 2
2 1 2
2 1 2
2 1
2
KL
1
1
1
2
2
'2
3
2 3
3 3
4
3 3 3
4 3 4
4 4 5
5 4
5
PSFI
79
1 79
1 791
1 79
40.DDO
D.E,F.J,
2
2
2
2
2
2
2
2
2
2
2
1 2
2
2 2
2
2 2
2
2
2
2 2 2
K,L
i
1 i
1
2
2
2
3
3
3
4
3
4
4
3 4
4
3 5
4
4
5
5 4 6
PSF
79
76
1 79
77
79
79
1
79
44.000
D,E.F,J,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
K,L
1
1
_2
1
2
2
2
3
3
3
4
4
4
4
3
5
4
3
5
5
4
5
5
4
8
PSF
79
79
70
78
79
71
79
73
1
76
4S.000
D.E.FA
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
2
3
2
2
3 2 2
K,L
i
1.
1
2
Y
2
3
3
3
4
4
4
5
4
5
5
4
8
5
4
6
e 5 8
PSF
7/
-*1-63
71
79
64
71
68
77
69
69
63.125
D,E,F,J.
2
2
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
K,L
1
1
1
i-
- 2
Y
3
3
3
4
4
4
5
4
6
8
5
6
e
5
7
6
5
7
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE S.
SASH HEIGHT
SUBSTRATE.
12.776
15.776
18.778
21.778
24.778
27778
30.778
_
31108
ANCHOR TYPE.
8
r p
ss
n o
s
^' $'«
0
S
s
^' o'
44
r.
N
o
ry Q
g
s2
"' £'
tS
r H
g
^' 8_
u
Lz°+
o
r�
N�
11
H�
0
N H
WNDOW
WIDTH
19,125
1
1
1
2
1
2
2
1
2
2
2
1 2
2
1 2
1 2
2
1 2
1 2
2
1 2
2
2
1 2
1 2
24.000
2
1
1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32.ODO
2
1
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
4
2
3
4
2
3
79
37.OD0
2 1 2
2
2 2
3 2 3
3 2 3
3 1 3 1 3
3 1 3 1 3
4 3 3
4 3 4
40.000
2 2 2
74
2
-
2 2
- _
3 2 3
_ _
3 2 3
3 3 3
4 3 3
__
4 3 4
4 3 4
78
44.000
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
5 3 4
5 3 4
83
72
79
48.000
2
2 2
2
2
2
7
2 3
4 3 3
4 3 4
4 3 4
5 3 4
5 3 4
73
56
86
72
53.125
2
2 2
2
2
2
7
3 3
4 3 4
4 3 4
5 3 4
5 3 5
5 3 5
oroTLc'a+oLour owvF °ie�"`
N.vewce,Fiwn ANCHORAGESPAC/NG, 1
Iwn�ec.vao
cFAl cr AuzM..xa24 ALUM. SINGLE HUNG WI
NT5 I 10 r 11
ANCHORAGE NOTES:
1. ANCHOR TYPES: I - 1/4' ELCO ULTRACONS OR Al2
SCREWS INTO METAL
2 - 114' ELCO SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD -1 12' MAX. FROM CORNERS
JAMBS - 17 12' MAX. FROM TOP CORNERS
11 112' MAX. ABOVE THE MEETING RAIL
6' MAX. BELOW MTG. RAIL
15' MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7 ND B. U G 7HE
DIMENSIONAL CRITERIA OF NOTES. 1.j, 7. FOR
ABOVE T W MEETI%p RAIL AND T E F LOW.
4. AVAILAM# SASYEIViTS FOR Of
VIEW
WINDOWS �T•1'! 5/B'�.1IN. TO-, 11
5. TABLE WIDTH AND HETGHT DIMEH�ETQ(t
FLANGE�•Q0". JNTEGRAL "I ARE
1'LESS. !�
6. DESIGN W �A^�JF-LVITATIONS:
SIZE BLOCKSj(lOFTHEE-AAVDJACENT TABLE 4ITH A SOLD
ITAL
. THEM
DESIGN PpgpSSLLS`lppRtQ�Q TH THE Q I jAq�%j.1tJ�Nqi MORS
PRE59Nl�yVfjFOR,FFI�E7RiRWISTIVE j4gX1.1�LFDE3IGN
TYPE IS
7. SEE NOTE d' T: FOR METALSSTLU:OF&* REDS.
TABLEPIA KH" 0000
• W'KpSti SEE TASLE 3 FOR
(DP JE�DI�) 12i
FULL DP • •
"E^' • •••
JAMB A�BOVQE'
Wr"i"j • •
_ ii • • • •
(FULL DP) •• •
HEAD 2
JAMB ABOVE 4
MTG. RAIL
TABLE 8. KEY: "vwucrltnvltl�
�, uvMlty� .iN Ur FLrW
MAX. PSF 3UA$
(DP LMTED) 112
JAMB BELOW 2 S,
MTG, RAIL N 01
(FULLOP1
JAMB BELOWB2 =
WIG. RAIL = *. No.56705 •.
SEE TABLE 3 FOR
FULLDP
;O�•. SATE .• �:
:USTOM VIEW
NDOw IMPACT 'S��NAL E`
A. LYNN Mica P.E.
4040-20 G FL RE.4 58705
e . 0
aTE% ERIOR INTERIOR� 1. FOR CONCRETE APPLICATIONS IN MIAM4DAOE COUNTY, USE ONLY MIAMI-DADE COUNTY
LTRACON ANCHORS (ALL HEAD AND SILL DETAILS) WOODR APPROVED 1/4' ELCO ULTRACONS OR 1/4^ SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 314^ FOR ULTRACONS INTO CONC., 2.1? E.D. FOR
2-12"MIN. EDGE CONCRETEANCHOR 2x WOOD SUCKULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC.
tETEfIEXANCHOR) (SEE NOTE 1 3j ' MIN. EDGE 2. FOR WOOD APPUCATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G51,
(SEE NOTE J)
114' SSA CRETE-FLEX FOR DETAILS B d D OR 0.131"O x 2-12' COMMON NAILS (F1867 NL CM
3.35 K51 MIN.
CONCRETE �r S-07 Z (Bd)) Bd PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10—FM MOUNTED
1111 1 314• MIN. _ ONLV (6EE DETAILS E. F AND G THIS SHEET)
" • —' _ 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE
OPTIONAL 1x _ �- j -!i iTOTAL THICKNESS IS LESS THANOPTIONAL 1 12". 1x WOOD BUCKS ARE OPTNAL IF UNIT CAN BE
M
WOOD BUCK _= i _ (� _ "" L'-_- _� INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU WOOD BUCKS DEPICTED AS 2- ARE
(SEE NOTE 3) - 112*THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MA% MAX.A. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM 0063-T5 AND A MINIMUM OF 1/8' THICK FOR ATTACHMENT TO STER OR STEEL STUDS.
DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STR GTH OF 3 KSI AND A 414� 4IAOK b/5"
THICK. THE METAL STRUCTURAL Mh1ABEr��(+HALL OF A = TOOROVDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILA7t Io r AT � .A S IN THESE DETAILS FOR 2z
1-314' MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #1 S�AEET TAL SCREA AITH FALL
1.114" MIN. EDGE (CMU) 2- 14- MIN. EDGE (ULTRACON INTOFLEX INTO CMU 8 CREIEFLE%INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESF�G�tIj I MET, THCRE&ECTIVE DESIGN
1-3M' MIN. EDGE (GONG.) PRESSURES AND ANCHORAGE 9PACINo F�41D AT THE 51QZ 17L & MAY S&USED 9 •
1/4"MAX, SHIM 13/0' 6.F5. ANCHORS
C7 EAD ANCHORS. ARE NOT WHERE REOUIREDIWl.R1F� ITTRIMFIT HEADS.
" ' MIN. 7 MATERIALS, INCLUDING BUT NOT LIMITEED�TjnLS EWS, THAT COME INTO
1/4" MAX, SHIM LLLILL------ JA(1L.S3''S$FFi{RRLLi
)�•`, - I ^ � CONTACT WITH OTHER DISSIMILAR MAT I EET THE RE'EI�Ir�TS OF THE
CONCRETE ANCHOR. •I' 1' MIN.EDGE FLORIDA BUILDING GORE_ • • • • • 60600
" I FH BELOW MEETING I t-'•I
RAIL. (SEE NOTE 2) WOOD ANCHOR'
� I FH BELOW MEETING 090000 *go*
i JI 1 RAIL. (SEE NOTE 2) • • •
I 3.35 KSI MIN. CONCRETE • • • • • • • •
OR IS KSI MIN. CMU , I
,11 INTERIOR • • • • • • •
(ALL JAMB DETAILS) • • •
tz BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR • • • • •
CMU SUBSTRATE (SEE NOTE 3) • • • • • •
DETAIL C DETAIL D • • •
_ __ • • • •
TYPICAL FLANGED JAMB ANCHORAGE • • • • • • • •
• •
1/4^ —578"MIN.EOGE of •
2-1/2' EMBEDMENT MAX' y 1/4
SHIM MAX.
WOOD FRAME
I J - �I WOOD FRAME -t _ SHIM
!/) 1 V,, ��' ` - I 6!B" MIN. EDGE riUl:u''r FfvlSf >
.131^DIAL MIN-- r woHli'R ""IhIM F4xida
I z212'NAIL, ILI 1 i rla,.F cax
I 1 I(W,-:�,026
2-12'EM DMENT /
��J( ._ AT CORNERS.131'DIAL MIN. I = AND 5" O C. `1x212"NAIL,^WOOD FRAME Ni�ATCORNERS_AND 5'O.CE
.13/" DIA. MIN. .^• i n N0N Y wv
1/4' 11 212^NAIL
r'�:. "�`,y
MAX. AT CORNERS
SHIM AND 5"O.C. 2-12'EMBEDMENT Q' 113
*: N#
DETAIL F (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) salon ♦ _
TYPICAL INTEGRAL FIN ANCHORAGESTA
'•.� 2? ��
mlo lccH+oLoar oanE
N. wE.R31Ts ANCHORAGE DETAILS
rvzn.Aamw '%S�OINIAL E••
ALUM. SINGLE HUNG WINDOW, IMPACT A. LYNN LiILL�R, D.E.
P lM W17 D RENSEDTONA7CNAEw20I7 FBCANI7KWAGE. .r...r.
o." b nxu, __ aNroo NTS 11 • 11 1 1040.20 G FL P.E.65a705
B O U N DAR`y`it' S U RVEY
SCALE: I" = 201
W
V
B6'
Z I B. C. Qa LOT 14 1,12'II.P. h2
° e
d
° 4
a
ed e,
f 00.00'
a
e
STAMPED CONa ° , °
OR/VEWAY
LI TILE STEP. / A. ' °° 4 % r
!' SIDEWALK
G ° 1
900
U
0
O
B.S. WALL
- 29. 74'
3'C. B. S. WALL
TILE PORCH
70'
W
_
BR/c/ca l!t W. Am f. o1 Lot 10
p
°
W LOT- 1 1 do G 1/0 Lot 1R
O
BLOCK- 17
BRICKS
23.35'
STEPS 0%%
U
tT
N
A7 STEP3
°
!r
h
Ranfsln~ Of
to N p
Q
-
L 7T- 12 O
A ? O TILE PA
B`
BLOCK-17 4
m ONE
.STORY
Res.# f28
6.00
2.9. 7 O'
{�
1 136' .25'
Q
El
A
th
2
O
IT
0
4.91 1A) 1 1.00/
n
m U
BRICKS � 24.10
111
to
CONC. 14. 10'\
Z. 4' CONC. WALK..
6' W. F. X m
IJ
D. 50, CL.
N
0 STEP
7 0.40' 01 5.45_'
METAL SHED I Cspearmtoo 1100M, O
//
9. 9' X 1 D. 2' a
6' W. F.
25.62' 79 55'
f 00.00,
FO.
...,_. ....
(J O
u
f
O to
- - - -3 (.. 1 z ALL" PHALT
As
PAVEMENT
r.'
4.
li:..� ._......
__.. :._....: _. .........._.........
. .....
..._..._.::......:..
ME Dorf se. :
:(—I— I—I—T7-1�=7�"
III ( 14 113 11 11 1 19 I e 17 16 a
/5 I 76 I 17 I IS I 19 I a0 I a1 I as I a3 M
LLLLL-1LLLLL 5�
NE som So.
LOCATION MAP
a 111 NOT TO SCALE
FO.
PROPERTY ADDRESS: 1 2B NE 99TH ST. MIAMI SHORES, FL. 331 313
LEGAL DESCRIPTION: LOT 1 1 AND THE EAST 1 /2 OF LOT 1 2 AND THE WEST 25.00 FEET OF LOT 1 01
BLOCK 1 7, OF AMENDED PLAT OF MIAMI SHORES SECTION ONE, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 1 O, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY,
FLORIDA.
N OTE:
ELEVATIONS ARE REFERRED TO MIAMI DADE COUNTY
BM# N-568
ELEV.=9.65' OF N.G.V.D. OF1 929
D.sD'ct.
THERE MAY BE EASEMENTS RECORDED IN PUBLIC
RECORDS NOT SHOWN ON THIS SURVEY.
LEGEND AND ABBREVIATIONS
A= ARC DISTANCE
M/L= MONUMENT LINE
= ELEVATION
= CATCH BASIN
AC= AIR CONDITIONED UNIT
O.H.= OVERHEAD UTILITIES
B.C.= BLOCK CORNER
P.C.P.= PERMANENT CONTROL POINT ® = WATER METER
QS = SANITARY SEWER
C.B.= CATCH BASIN
P.O.B.= POINTO OF BEGINNING
WW
(C)= CALCULATED
P.O.C.= POINT OF COMMENCE
C(D-) = POWER POLE
= WATER VALVE
r
CL.= CLEAR
C.L.F.= CHAIN LINK FENCE
(R RADIUS
RECORD
(R)= RECORD
= LIGHT POLE
® = TV BOX
r
CONC.= CONCRETE
RES.= RESIDENCE
= FPL TRANS.
D.M.E.= DRAINAGE MAINT. EASEMENT
RAN= RIGHT-OF-WAY
FIRE HYDRANT
M -
0
Rsnfal�t :rr' O1 ENC.= ENCROACHMENT
FD.= FOUND
TYP.= TYPICAL
U.E.= UTILITY EASEMENT
® = CONC. POWER POLE
0
LOT- 10
BLOCEF 17 FRELEV. FINISHED FLOOR ELEVATION
W.F.= WOOD FENCE
O =MANHOLE
I.F.= IRON FENCE
W.M.= WATER METER
L.F.ELEV.: LOWEST FLOOR ELEVATION
0= DIAMETER
JOB NUMBER: l B 1 734
(M)= MEASERED
CENTER LINE
6' W.F.
D. 70' CL.
1/2'1.P.
BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY REVISED ON 9-11-09 THE HEREIN
DESCRIBED PROPERTY IS SITUATED WITHIN:
ZONE X BASE FLOOD ELEV. N/A COMMUNITY NUMBER 120652 PANEL NUMBER 0302 SUFFIX L
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO
DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATION, LIMITATIONS,
RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DESCRIPTION PROVIDED BY CLIENT. THE LIABILITY OF THIS SURVEY
IS LIMITED TO THE COST OF THE SURVEY UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. THIS FIRM HAS NOT ATTEMPTED
TO LOCATE FOOTING AND/OR FOUNDATIONS AND/OR UNDERGROUND IMPROVEMENTS OF ANY NATURE. IF SHOWN BEARINGS ARE
REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. THE CLOSURE IN THE BOUNDARY
SURVEY IS ABOVE 1: 10000. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES. FOR THOSE
PURPOSES A TOPOGRAPHIC SURVEY IS REQUIRED.
CERTIFIED TO: DATE OF FIELD WORK: NOVEMBER 15, 20 1 B
JUAN CARLOS ACOSTA REVISED ON:
QLn1-ffMGn1-1aLO In]❑ 4LAG22QL
PROFESSIONAL LAND SURVEYOR & MAPPER
1 431 7 S.W. 45TH TERRACE MIAMI, FLORIDA 331 75
TEL: (305) 552-7504 FAX: (305) 229-B06B
I hereby certify that the attached Sketch of Survey of the herein
described property is to the best of my knowledge and belief, a true
and correct representation, of a field survey performed under my
direction. And also meets the Minimum Technical Standards as set
forth by the Florida Board of Professional Surveyors and Mappers in
chapter 5J-17.050 thru 5J-17.052 F.A.C. pursuant to Section 472.027
F. S. —
ARTURO R. T❑IRAC P.S.M. 31 02
Not valid without the signature and the original embosed seal of valid without the signature and the original embosed seal of as
Florida Licensed Surveyor and Mapper.
SNORES
jig
fn IES s�v
F10RI'D
E M VIEW C ITERI G-1 8 95
C? I ORES L G
PERMIT ADDRESS: 128 NE 99TH ST
Miami Shores, FL 33138
APPLICATION DATE: 12/04/2018 SQUARE FEET:
EXPIRATION DATE: 06/02/2019 VALUATION:
PARCEL: 1132060132270
0.00 DESCRIPTION: NEW WINDOWS AND DOORS AND STEPS AND
$10,000.00 LANDINGS TO MATCH EXISTING RESIDENCE.
CONTACTS NAME COMPANY ADDRESS
Contractor HOME OWNER HOME OWNER
HOME OWNER HOME OWNER
Owner JUAN CARLOS ACOSTA 128 NE 99 ST
MIAMI SHORES, FL 33138
JUAN CARLOS ACOSTA 128 NE 99 ST
MIAMI SHORES, FL 33138
JUAN CARLOS ACOSTA 128 NE 99 ST
MIAMI SHORES, FL 33138
REVIEW ITEM STATUS REVIEWER
Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov
Review item used to allow building to comment during a plan review
Comments: 1. Structural approval required.
Planning v.1 Approved Travis Kendall email: kendallt@msvfl.gov
Review conducted by the planning and zoning department
Structural v.1 Requires Re -submit Orlando Blanco email: nuII16
December 17, 2018 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1
r1
SNpEs
. :
Miami Shores Village
Building Department
10050 NE 2"d Ave.
Miami Shores, FL 33138
305-795-2204 / Fax 305-756-8972
STRUCTURAL REVIEWS COMMENTS - AS OF 12/6/18
Permit No.: RC18-3595
Project Address: 128 NE 99TH ST.
Page I of 2
1. PROVIDE SITE SPECIFIC WIND LOAD CALC'S OR A GENERIC WIND LOAD
CALC .USING WORST CASE LOADING IN COMPLIANCE WITH THE HVHZ
PROVISIONS OF SECTION 1620, OF THE FBC 6T" EDITION (2017), SIGNED &
SEALED BY FLORIDA REGISTERED ARCHITECT OR ENGINEER, TO
DETERMINE THE MAXIMUM WIND DESIGN PRESSURE FOR ALL EXTERIOR
DOORS AND WINDOWS, SKYLIGHTS, STORE FRONT SYSTEM AND/OR
SHUTTERS
2. STRUCTURAL WIND LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA
ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, DATE
AND SEAL ARE REQUIRED ON BOTH SETS
THE SUBMITTED MIAMI DADE PRODUCT APPROVAL FOR PGT
INDUSTRIES, INC., SERIES PW-701/720.820 ALUMINUM FIXED WINDOWS
SYSTEM (NOA # 17-0614.11) ARE RATED FOR A MAXIMUM DESIGN
PRESSURES OF + 80.0 PSF AND — 80.0 PSF. THE FOLLOWING PRESSURES
ARE NOTED ON THE SUBMITTED PLANS:
A) "A" FIXED WINDOWS; +94.55 PSF AND — 70.65 PSF
B) `B" FIXED WINDOWS; +94.55 PSF AND — 70.65 PSF
MUST USE ANOTHER DOOR PRODUCT OR PROVIDE WIND LOADS THAT ARE
SITE SPECIFIC WHICH MAY PRODUCE LESSER WIND DESIGN PRESSURES
4. THE SUBMITTED MIAMI DADE PRODUCT APPROVAL FOR PGT
INDUSTRIES, INC., SERIES SH-700 ALUMINUM SINGLE HUNG WINDOWS
SYSTEM (NOA # 17-0630.08) ARE RATED FOR A MAXIMUM DESIGN
PRESSURES OF + 80.0 PSF AND — 80.0 PSF. THE FOLLOWING PRESSURES
ARE NOTED ON THE SUBMITTED PLANS:
C) "C" SH WINDOW; +94.55 PSF AND — 70.65 PSF
D) "D" SH WINDOW; +94.55 PSF AND — 70.65 PSF
MUST USE ANOTHER DOOR PRODUCT OR PROVIDE WIND LOADS THAT ARE
SITE SPECIFIC WHICH MAY PRODUCE LESSER WIND DESIGN PRESSURES
Village of Miami Shores, Florida
STRUCT. REVIEW COMMENTS (Cont.)
Page 2 of 2
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE
REQUESTED DOCUMENTS LISTED ABOVE
SHoxEs
Miami Shores Village
Building Department
10050 NE 2"d Ave.
ORD',
Miami Shores, FL 33138
305-795-2204 / Fax 305-756-8972
STRUCTURAL REVIEWS COMMENTS - AS OF 1216/18
Permit No.: RC18-3595
Project Address: 128 NE 99TH ST.
Page 1 of 2
21D REVIEW AS OF 1/10/19
THE FOLLOWING ITEMS, AS LISTED BELOW, ARE STILL PENDING
#1
#2
-------------------------------------------------------------
-------------------------------------------------------------
1. PROVIDE SITE SPECIFIC WIND LOAD CALC'S OR A GENERIC WIND LOAD
CALC USING WORST CASE LOADING IN COMPLIANCE WITH THE HVHZ
PROVISIONS OF SECTION 1620, OF THE FBC 6TH EDITION (2017), SIGNED &
SEALED BY FLORIDA REGISTERED ARCHITECT OR ENGINEER, TO
DETERMINE THE MAXIMUM WIND DESIGN PRESSURE FOR ALL EXTERIOR
DOORS AND WINDOWS, SKYLIGHTS, STORE FRONT SYSTEM AND/OR
SHUTTERS
2. STRUCTURAL WIND LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA
ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, DATE
AND SEAL ARE REQUIRED ON BOTH SETS
1 . . . . . FOR
DDUC CIT TT3. • 1 1 . • 1 1 1 . . ..
1.\.\lKWYo11Kwma.\ritV\isome i1xIV.\rAM.imemo \r/laifi-mibrall %]
Village of Miami Shores, Florida
STRUCT. REVIEW COMMENTS (Cont.
Page 2 of 2
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE
REQUESTED DOCUMENTS LISTED ABOVE
•
`�nii'ni"'
N
MOM
�O RIOt'
PERMIT ADDRESS:
128 NE 99TH ST
PARCEL: 1132060132270
Miami Shores, FL 33138
APPLICATION DATE:
12104/2018 SQUARE FEET:
0.00
DESCRIPTION: NEW WINDOWS AND DOORS AND STEPS AND
EXPIRATION DATE:
06/02/2019 VALUATION:
$10,000.00
LANDINGS TO MATCH EXISTING RESIDENCE.
CONTACTS
NAME
COMPANY
ADDRESS
Contractor
HOME OWNER
HOME OWNER
HOME OWNER
HOME OWNER
Owner JUAN CARLOS ACOSTA 128 NE 99 ST
MIAMI SHORES, FL 33138
JUAN CARLOS ACOSTA 128 NE 99 ST
MIAMI SHORES, FL 33138
JUAN CARLOS ACOSTA 128 NE 99 ST
MIAMI SHORES, FL 33138
REVIEW ITEM STATUS REVIEWER
Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov
Review item used to allow building to comment during a plan review
Comments: 1. Structural approval required.
Building v.2 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov
Review item used to allow building to comment during a plan review
Comments: 1. Structural approval required.
Planning v.1 Approved Travis Kendall email: kendallt@msvfl.gov
Review conducted by the planning and zoning department
Structural v.1 Requires Re -submit Orlando Blanco email: nulll6
Structural v.2 Requires Re -submit Orlando Blanco email: null16
January 16, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1
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Miami Shores Village
Building aepaFtment
10050 NE 2"d Ave.
Miami Shores, FL 33138
305-796-2204 / Fax 305-756-8972
STRUCTURAL REVIEWS COMMENTS - AS OF 12/6/18
Permit No.: RC18-3595
Project Address: 128 NE 99TH ST.
Page 1 of 2
1. PROVIDE SITE SPECIFIC WIND LOAD CALC'S OR A GENERIC WIND LOAD
CALC USING WORST CASE LOADING IN COMPLIANCE WITH THE HVHZ
PROVISIONS OF SECTION 1620, OF THE FBC 6TH EDITION (2017), SIGNED &
SEALED BY FLORIDA REGISTERED ARCHITECT OR ENGINEER, TO
DETERMINE THE MAXIMUM WIND DESIGN PRESSURE FOR ALL EXTERIOR
DOORS AND WINDOWS, SKYLIGHTS, STORE FRONT SYSTEM AND/OR
SHUTTERS
2. STRUCTURAL WIND LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA
ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, DATE
AND SEAL ARE REQUIRED ON BOTH SETS
3. THE SUBMITTED MIAMI DADE PRODUCT APPROVAL FOR PGT
INDUSTRIES, INC., SERIES PW-701/720.820 ALUMINUM FIXED WINDOWS
SYSTEM (NOA # 17-0614.11) ARE RATED FOR A MAXIMUM DESIGN
PRESSURES OF + 80.0 PSF AND — 80.0 PSF. THE FOLLOWING PRESSURES
ARE NOTED ON THE SUBMITTED PLANS:
A) "A" FIXED WINDOWS; +94.55 PSF AND — 70.65 PSF
B) "B" FIXED WINDOWS; +94.55 PSF AND — 70.65 PSF
MUST USE ANOTHER DOOR PRODUCT OR PROVIDE WIND LOADS THAT ARE
SITE SPECIFIC WHICH MAY PRODUCE LESSER WIND DESIGN PRESSURES
4. THE SUBMITTED MIAMI DADE PRODUCT APPROVAL FOR PGT
INDUSTRIES, INC., SERIES SH-700 ALUMINUM SINGLE HUNG WINDOWS
SYSTEM (NOA # 17-0630.08) ARE RATED FOR A MAXIMUM DESIGN
PRESSURES OF + 80.0 PSF AND — 80.0 PSF. THE FOLLOWING PRESSURES
ARE NOTED ON THE SUBMITTED PLANS:
C) "C" SH WINDOW; +94.55 PSF AND — 70.65 PSF
D) "D" SH WINDOW; +94.55 PSF AND — 70.65 PSF
MUST USE ANOTHER DOOR PRODUCT OR PROVIDE WIND LOADS THAT ARE
SITE SPECIFIC WHICH MAY PRODUCE LESSER WIND DESIGN PRESSURES
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Village of Miami Shores, Florida
STRUCT. REVIEW COMMENTS (Cont.)
Page 2 of 2
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE
REQUESTED DOCUMENTS LISTED ABOVE
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