WS-11-1492Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 163298
Permit Number: WS -8 -11 -1492
Scheduled Inspection Date: October 17, 2011
Inspector: Bruhn, Norman
Owner: NATALIA MARIA HIRN, NATALIA &
W/11 cr -Asir_
Job Address: 102 NW 106 Street
Miami Shores, FL 33150 -1248
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number (786)566 -9669
Parcel Number 1121360080010
Building Department Comments
REPLACING 1 DOORS & REPLACE 19 WINDOWS
08/29/2011 - PENDING NOC
Pasa��jO -Y
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
ev
October 14, 2011
For Inspections please call: (305)762 -4949
Page 13 of 31
619a
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
RECEIVED
AUG 15 2011
BY'
Permit No. W 1 ^ 1 L 9
Master Permit No.
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): C Ll 0' R
Address: (0 a c N I G s.
City: a net 1 Jh � S State: FL-
Tenant/Lessee Name:
Phone#: 1 u'-e.-Stoto-ao'9
Phone #:
Email: h l i n € J e 5 6
JOB ADDRESS:
102 1610 Ste.
Zip:
33i50
City: Miami Shores
County:
Miami Dade • Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes
NO Flood Zone:
CONTRACTOR: Company Name: O ifk C t' Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ 8 S00 Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration 9New ❑Repair/Replace
Description of Work: repo_ CA
de-of
❑Demolition
*********** * *********** ********* ** * * ** uFees** * ** : ** ** *******u:********* ** *arm * * * ** *******
Submittal Fee $ SO 94'°)' l� ► Permit Fee $ ,Y(90 O c"1 CCF $ CO /CC $
®;
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ y Structural Review $
TOTAL FEE NOW DUE $ �� ° ' C)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 1-5 The foregoing instrument was acknowledged before me this
day of i , 20 1 1 , by t A-U 4. H 1 a-AQ , day of , 20 _, by
who is personally known to me or who has produced lb who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: \ \\ \ \ \'�� "j111tt!e0'i
Arl��1,5+ /., NOTARY PUBLIC:
Oc.
r� ' . o G..
Sign:
Print:
My Commission Expires:
APPROVED BY
Sign:
Print:
My Commission Expires:
U 2.1 `47 Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
11111111111111111111111111111111 1111111111111
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. 1444 `4 Z TAX FOLIO NO. 11 2 130 OO O 0 lc
STATE OF FLORIDA..
COUNTY OF MIAMI -DADE:
CFN 201 1.R0 90270
OR 8k 27813 Ps 0364; (fps
RECORDED 09/02/2011 1051:03
HARVEY R'UVINr CLERK OF COURT
MIAMI -DACDE COMM FLORIDA
LAST PAGE
THE UNDERSIGNED hereby gives notice that improvements will be made to cent
property, and in accordance with Chapter 713, Florida Statut . (iI i°'l a \ � r,, �y r'f the
is provided in this Notice of Commencement. HERE 5Y 't ffir
• i 31,:12 - _.�, er„
rnfCjy
coin.
\ fi
Space above reserved for use of recording offic:i
1. Legal description of property and street/address: 10 2.. (A) 10 (D 9_ M 1 G{ m j Shor -e S
''
2. Description of improvement 1 Irk O Q1,J j c'f a. C-e ' oar
( ,,
3. Owner(s) name and address: (Ai 01 C(r')G� ���, (� r n
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number:
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number.
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number.
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT
Signature(s) of Own sj Owner(s' Authorized Officer /Director /Partner/Manager
Prepared By Prepared By
Print Name N -1-0. 1 i (4( ( v\ Print Name
Title/Office Ci to n e r- Title /Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The foregoing instrument was acknowledged before me this - 1 day of
By tom( 0.4-ei. l + H-i r #-
❑ Individually, or ❑ as for
❑ Personally known, or`- produced the following type of identification:
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
Prusu4- f z o l )
o
o.
jAT E O' 0\''
/ /umtiiinO
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above:
By By
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT /
NAME: �°J .� k I A Ell' r ✓). DATE: e 1 I (S t` i
ADDRESS: (Cf2— �� 1 CIlo 4'Ssf t`
-3 3 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. I 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. n —
Initial
2. I 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. I 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. I 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
5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction.
Initial
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or
municipal ordinance.
Initial
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial
8. 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.
Initial
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govem owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or http : /Iwww.mvfloridalicense.com/dbpr /pro /cilb /index.html
Initial
11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initial
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this 5 day of A JS+ , 20
By AUA, 1 t°i who was personally known to me or who has
Produced there License or R--1D as\ etrittiifioai,9n.
+�%
OWNER ®"i �'�����
•
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT #: � N ° 14°19N DATE: 49i_i 2( )
0661-0-tit4:4_, n/1
❑ Contractor
Owner
ked up 2 sets of plans and (othe) ma k-e% q�{ec'i Qv 1
Address: )0P' 1VUV )0(0 S
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
r
Acknowledged by:
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
08/22/2011 09:41 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES g1001 /001
Yi l>\E Vr S •
Permit No: 11 -1492
Job Name:
August 18, 2011
6°'
Miami Shores Village
Building Department
Building Critique Sheet
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
1) The permit application says 4 doors but plans only show D1.
2) The window schedule does not match the work. Example: w11 is shown as 1 window but
at 111" wide there must be at least 3. Correct quantities on schedule and show where
mullions will be used.
3) Mark the product approvals to show the components to be used for each opening.
i it fhe door product approval must be large impact resistant.
Plan review is not complete, when all items above are corrected, we will doa complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 -795 -2204
78 15 '0 .
oeck_
ab-t---11-14co :75
kovi .� - Ui� .
"7's
400- 103
NW 1 AVENUE
W6
W7
CITY
COPY
W5
MASTER BED
BED #1
W3
mut/ y2..
Awl
W2
284/zt,c(e3 322/2
3)3A,4 PcOLO RI DA
ROOM
GARAGE
BATHROOM
1)0311—i Hcrok
Miami Shores Village
P:Pr90'417D
BY
DATE
7`.-!INC:3 r.E7T
2.,
75X63
43J'
Ihr
rai9
FEDERAL
GUI AlIONS
;I 111,1I (;-1- In COMO IANCE VVITH ALL
:,!,^,Ii /m.r)(:‘ MH IV :?jl [TS AND HI
KITCHEN
LIVING/DINING
AREA
W8
31), 507g
W9
W10
MAIN
ENTRANCE
W11
NW 106 STREET
W13
/8,
5.7 „s0;6
53: Co3
s3 so
3
2 P 37)( 3S418
z
AUG 1 5 2011
z
cc
cc
0
W12
WINDOWSCHEDULE
MARK
QTY
SIZE'
TYPE
NOA
W1
2.,
75X63
SH
10-0428.02
W2
Zr
75X63
SH
10-0428.02
W3
3
87X63
SH
10-0428.02
W4
1
37X38
SH
10-0428.02
W5
1
53X51
SH
10-0428.02
W6
1
53X51
SH
10-0428.02
W7
1
53X51
SH
10-0428.02
W8
1
54X51
SH
10-0428.02
W9
1
54X51
SH
10-0428.02
W10
1
37X51
SH
10-0428.02
W11
,
111X51
SH
10-0428.02
W12
1
53X51
SH
10-0428.02
W13
1
37X38
SH
10-0428.02
D1
1
37X80
FD
10-0930.07
Mull
n/a
-
-
10-0930.06
102 NW 106 ST
SHORES, FL, 33150
2
2
WINDOW
REPLACEMENT
SIGN AND SEAL
N
HIRN RESIDENCE
102 NW 106 ST
MIAMI SHORES, FL, 33150
HIRN RESIDENCE
102 NW 106 ST
MIAMI SHORES, FL, 33150
TARNOWSKI
ENGINEERING
CIVIL, STRUCTURAL & ARCHITECTURAL ENGINEERING
'/27/2011
Building Information: Job Information:
Length of Building : 45 ft Homeowner: Him Residence
Width of Building : 38 ft Address: 102 N.W. 106 Street
Mean Roof Height : 15 ft Miami Shores, Florida 33150
Roof Pitch : 2 /12
cp : 9.46
p : 39.37 psf
Enclosed Building ±0.18 = GCP,
Exposure : C
Wind Speed: 146 mph
Importance Category: 11
'Zone 5 Applies to Windows within 4'
or less from building comers
oi�isi ®w ®o ®iriwi�isr
From Figure 6-11A
NressureAnalysis
ASCE 7-05
' " "" ® -_'o'" . "--__ "-
Window /Door ID
L
in
h
in
A
ft2
GC
Zone 4-
GCP
Zone 5-
GC
Zone 4 & 5+
•
( -) psf
( +) psf
1
1
Zone 4
75
63
32.8
-1.0
-1.2
0.9
1
-46.81
+ 42.87
I
2
Zone 5
75
63
32.8
-1.0
-1.2
0.9
1
-55.03
+ 42.87
1
3
Zone 5
87
63
38.1
-1.0
-1.2
0.9
•
-54.14
+ 42.42
4
Zone 4
37
38
9.8
-1.1
-1.4
1.0
1
-50.40
+ 46.46
1
5
Zone 5
53
51
18.8
-1.1
-1.3
1.0
1
-58.41
+ 44.56
1
6
Zone 5
53
51
18.8
-1.1
-1.3
1.0
0
-58.41
+ 44.56
7
Zone 5
53
51
18.8
-1.1
-1.3
1.0
I
-58.41
+ 44.56
I
8
Zone 5
54
51
19.1
-1.1
-1.3
1.0
1
-58.29
+ 44.50
1
9
Zone 5
54
51
19.1
-1.1
-1.3
1.0
1
-58.29
+ 44.50
1
10
Zone 5
37
51
13.1
-1.1
-1.4
1.0
•
-60.58
+ 45.64
0
11
Zone 5
111
51
39.3
-1.0
-1.2
0.9
1
-53.94
+ 42.33
I
12
Zone 5
53
51
18.8
-1.1
-1.3
1.0
1
-58.41
+ 44.56
13
Zone 4
37
38
9.8
-1.1
-1.4
1.0
:
-50.40
+ 46.46
•
D1
Zone 4
37
80
20.6
-1.0
-1.3
0.9
j
-48.22
+ 44.29
1
I
1
•
1
1
1
1
1
0
•
1
1
•
1
1
0
1
.
1
-.
1
1
•
•
1
•
7360 N.W. 5 Street I Plantation, FL 33317
Phone (954) 727 -2027 I Fax (954) 727 -9644
W W W.TARNOWSKI ENG.COM
C.T. "GUS" TARNOWSKI P.E. # 50662'
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE OA i
Arch Windows, LLC dba AWP
5130 NW 74s' Avenue
Medley, FL 33166
SCOPE at�o governing the ale of construction
This NOA is being issued under the applicable riiJ:es and re �iami Dade County P�'odu: t Control
materials. The documentation submitted has been. nevi ley: to be used o nq Dade Control
and
Division and accepted by the Board of Rules and Appeals (BORA) County Produce
Havmg 3 isdb >g (AM). . The A,�, �
other areas where allowed bed a the after te Authority expiration date std Mi` mi � 'Dade Product
This of D isiot not be valid after the t andfor the , (in areas other the product or
Control he Division to a Miami-Dade v th this Cou ate tested fc�r rty assurance puriuses. If this
material the right a have this product or ma titter the of within their
fails to perform in the accept► manner, the mangy •�
dial tie use of such product or material
the .A.111 may immediately revoke, modify, ors suspend �> �� � it is determined by Miami-Dade County
jurisdiction. BQRA reserves the right to revolt this accep of the applicable
product on material ; to meet the
Product Control Division that this P 1 with the Florida Building
This product is approved as described herein, anti has been designed to comply
including the High Velocity Hurricane Zdne• %1Vl L
Code, �> Sin �g�V'tndow-
DESCR oN: Series "2500" Aluminum s � cries 2500 Alum Single Hung Window
Drawing No. W05 -37, oiler' tra. Si prepared Product
++)" she ]DC?C . f 5, dated 07/26/2005 w revision "D" dated
Fa�", P.E., the ivliami-
�, sheets 1 through and sealed by 3avad� ...� ibesnng on date by the Miami -Dade
Farago Corporation, ostamp signed and expiration Control Revision scamp w� the Notice of Acceptance nu�eii
County Product Control Division. t
MISSEE IMPACT BATD G Large acid Suomi in name iDr logo, city, state and
bear ' the manufacturer's
LABELING: Each unit shall i7e8t n permanent babel T^"."' •i Odet;�F unless Otiler�+�lsf'. noted herein.
"Miami-Dade County Product Cs�T;APt Pr filed. and there been
RENEWAL Lteftbis licaiion has been
����, of this NOA shall be considered a anew a of Os product.
code negatively aff g h been a duos. or change
in the applicable building n.. ati �°�'•�.
no chats ' ur Gate or if them bas � A re an endorsement.
'I.'�iill'i of this NOA will occur �, Misuse of tins -110A
ale, use, and! or manufac`utte of the purposes , 1 automatise' files NQdo Failure
in the maters for sales, advertising or any curet' pu po . a ton and r of Iei his
toany any section of this NOA sal belie fort v a�e County, and
comply receded by th words Miami- t , the Florida, da, a d
f I?Ti► -db 1�1�': The date t number F h i Dew range• if ate' Polo
expiration date may be disp yed in adve g is
followed by e " er or its
displayed, then it shall be done in its entirety. t, the user by the msriufactur
of this a NOA "sh4 be Prue ubyt h the manufacturer or its
distributors and shall copy the job site at the r'eq 1 and evidence pages F''I
This NOA and esah be available for inspection* .6t09 and � of this page This NOA revises and renews NOA. No. s
approval document mention d above. , a. P. E.
T�,2, as well � � _ .. a D. io ,
The sayer documentation was : szevreu by ain
NOA No. 10-0 :02
rations Date: December 01, 2015'
E ApprOal Date: Almost 25, 2010
Page t
Pg1A v11 -DADS COUNTY, FLORIDA
METRO -DADE FLAMER BUI /9G
140 WEST FLAGIR SET' surrE
MIAMI, FLORIDA 33130 -1563
(305) 375 -2902 FAX (305) 372-6339
v►: .iniamidade.LOi�% lllt� NCO
THESE -W NBDWS-�eRE- RAAE0-FQR • lfiROE- &- SMALL-•NISSI±IMPAOT:
SHUTTERS -ARE .NOT- RSOUIREO......— _._ ...,_..._....- --....._ ..__
SERIES 2500 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD :RATINGS FOR THESE WINDOWS TO BE AS • PER
CHART SHOWN ON SHEETS 2 & 2.1.
APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE
.COMBINATIO S OF S.M. /S.H.. OR SINGLE HUNG WITH OTHER
iTike;:fltE MINTY APPrit YnNDOWS U 1Nti MGU+II -DAOE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED .10 COMPLY WITH THE
- REOUIR(rM$1$S OT- TOE ftbRIDA'BUILDING - LDOC-'NN /2D05 EDRIDN- INCLUDING
HIGH, VFLeTIY HURRICANE ZONE (HVHZ).
W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAU. DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IR DESIGN OF ,ANCHORS INFO WOOD ONLY.
MATERIALS INCLUDING BUT NOT WIRED TO STEEL/METAL SCREWS. THAT COME INTO
•CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 20D4/20D7 FLORIDA BLDG. CODE SECTION 2003.8.4. •
. 53 1 /e.
WINDOW WIDTH
50 1/4"
z
5" MAIL 1YP.
HEAD /SILL
CORNERS
MOORS WITHOUT
SILL ANCHORS
SEE SHEET 2.1
FOR :OAPARITIES
TYPICAL .ELEVATION
TESTED UNITS
40 3/4"
D.L OPG.
VENT. WIDTH
End: WAND ARRAD
CNA
FLA. PEI 7092
fl
LAMINATED GLASS
LARGE MISSILE IMPACT
PRODUCTEDIVISBD
eeramplytiIg theailb I4edds
• Code
AscspotmeNO + ••• 41.
ric- Jif a:
B ,/.
Division
i
1
cy
a
a.
i$
`—S
drawing no.
W05 -37
(Fleet 1 sI 5
. EQUAL LTTES WINDOWS
DESIGN' LOAD CAPACITY. - PSF
GLASS TYPES 'A' & '8'
'WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD-)
WIDTH HEIGHT EXT.( +) 1NT.( -). EXT.( +)
19 -1/8° : 70.0 90.0 701 sox)
26 -1/2' 70.0 90.0 70.0 90.0
37' 26' 70.0 90.0 70.0 90.0
42" (3) 70.0 90.0 70.0 90.0
48" 70.0 85.4 70.0 80.0
53 -I/8 10.0 78.0 -70.0- 90.0
19 -1/8" 70.0 90.0 .70.0 80.0
26 -1/2' •• 70.0 90.0 70.0 80.0 -
37' 38 -3/8' 70.0 90.0 70.0 80.0
• 42' (4) 70.0 81.5 70.0 90.0
48- 70.0 73.0 70.0 90.0
53-1/8" 87.0. 673 70.0 90.0
19 -1/8' 70.0 90.0 70.0 903
26 -1/2° 70.0 81.4 70.0 90.0
37' 50 -5/8' 842 642 70.0 60.0
42' (4) 58.3 88.3 70.0 90.0
48' 52.5 52.5 60.0 65.0
53 -1 /8• a8.4 48.4 60.0 65.0
t9 -1/8" 70.0 90,0 70.0 90.0
26 -1/2' 70.0 83.1 70.0 90.0
37' 59" . 86.0. 68:0 _ 70:0 , • 90:0
N0.0 60.2 60.0 85.0
413' 54.5 843 6
42' (5) _ . 60.0 5.0
53 -1/8• 50.3 50.3 60.0 593
19 -1/8' 700 9D.0 70.0 90.0
- 26.-1./2, 10.. _aon_ ..7- n..:..
37 • . 33• .._ _7 0•.` 2•7•2:11--- - -74:0 - 16:0* •
42' (8) - 60:0 _.,..65:0 60:0 -• 55.0
4e• 60.0 60.2 60:0 65.0
53 -1 /8° 53.3 53.3 50.0 85.0
19 -1/8" 73.0 .90.0. 70.0 .90.0
28 -1 /2' 70.0. 74.8 70.0 90.0 -
37" 74 -1/4' 58.4 58.4 . 60.0 85.0
42' (6) 53.4 53.4 80.0 65.0
48" 483 ..4.,_.._,._._,_..,,,___11:_6_6.13.1„-.. 85.0
s3 -1 /8°
452 452 60.0 65.0
• NO. 114 PARENTHESIS INDICATE N0. OF
ANCHORS PER JAMB.
.1/4 -0u. ARCFWRB -
AT THIS LOCATION
FOR UPPER HALF OF JAMBS
3/16" OA. ANCHORS
AT THIS LOCATION
FOR LOWER HALF OF JAMBS
•N1UORS METHOD 'A'
WINDOWS WITH
SILL ANCHORS
- 1 /4!.01..ANCHDRS_
AT THIS EXAM
HALF oF Ames
♦mHOJ S >,9THOD 'B'
PET FLAP
.010' X �s'
EIAe EO
•IN SILICONE
BIND
WIDTH
UNEQUAL LITER (ORIEL TYPES) WINDOWS
DESIGN LOAD CAPACITY - PSF
GLASS TYPES 'A' & 'R'
011 D$MS. ANCHORS ID31H0D 'A' ANCHORS METHOD 'B'
EXT.( +) INT•(-) W.( +)
19 -1/6'
26 -1/2'
37'
42"
48'
53 =1j8`-
19 -1 /6'
26 -1/2'
37°
42"
48"
X1 /8" 90.0
19 -1/8' 70.0- 80.0 70.0
70.0 80.0 70.0 90.0
ze -1 /z•
37" 63" 70.0 70.1 70.0 90.0
42' (6) 83.9 63.9 70.0 83.7
48"
88.0 583 70.0 74.9
19 -1/8' 70.0 90.0 70.0 90.0
26 -1/2• 74 -1/4' 70.0 743 ' 70.0 90.0
CO
37' 58 .5 58 .5 70.0 73.1
HEICHT
50 -5/9"
(4)
59'
(5)
70.0 90.0 70.0 90.0
70.0 80.3 70.0 • 90.0
83.2 83.2 70.0 90.0
57.8 ' 57.5 70.0 80.0
, 60.0
511 51.9 70.0
-47:9_"- 47.9 ' 10.0 '8119-
70.0 90.0 90.0
-90.0
70.0 82.2
83.9 633 70.0 90.0
58.4 58.4 703 90.0
52.9 52.9 70.0 80.4
49.0 49.0 70.0 72.4
70.0
70.0
• NA..N..PARENTHESISINDICATE N0. OF
ANCHORS PER JAMIL
-390 -R4 �YE14 .
sATE1r- us 1 RT cLASSLAM
1/8" ANN. GLASS
SILICONE
GE 2800
e
GLASS TYPE 'A'
FOAM-TAPE
rT AZINMS.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
AND FLORIDA B ILO IN 04 COMM GUSTS)
IS SEC.
DECLARATORY STATEMENT DCAD5 -DEC -219
• EQUAL EWES WINDOWS
DESIGN LOAD CAPACITY - PSF
GLASS TYPE 'C'
WINDOW DIMS. ANCHORS METHOD A' ANCHORS METHOD 'B'
WIDTH HEIGHT EXT.( +) INT.( -) EX1.( +) INT.(-)
19 -1/6" 80.0 65.0 60.0 65.0
26 -1/2" 60.0 65,0 60.0 65.0
37" 26 "• 60.0 65.0 60.0 65.0
42" (3) 60.0 63.3 60.0 65.0
46" 55.4 55.4 60.0 65.0
-53-4/8f- ___90.0_____ 0 -80.0 -_ - 65.0___
19 -1/8" 60.0 65.0 60:0 '' 85.0•-
26 -1/2" 60.0 65.0 60.0 65.0
37" 38-3/8" 60.0 649 60.0 65.0
42" (4) 57.2 57.2 60.0 65.0
48" 50.0 50.4 60.0 •65.0.
53 -1/8" 45.2 45.2 60.0 65.0
19-1/8" 60.0 65.0 60.0 65.0
28 -1/2" 60.0 65.0 60.0 65.0
37" 50 -5/8" 49.2 49.2 60.0 85.0
42" (4) 43.3 43.3 60.0 65.0
37.9 37.9 60.0 65.0
48"
53 -1 /e• 34.3 34.3 60.0 - 65.0
19 -1/8• 60.0 • 65.0 60.0 65.0
28 -1/2" 60.0 65.0 60.0 • 65.0
37" 59" 52.8 52.8 - 80.0. 60.8
42 ". (5) • '45:5 -' 58:3 - ...-130:0 .. 88:0' •
.._.-40fl._. .- 40;7' -... .._..9D,0.......-650- _.
53 -1/8" ._ ... 58.8 36.9 GOO X85.6
19 -1/8 80.0 85.0 60.00 '`65.0
28 -1/2" . .80.0. _. 65:0_ .,.... 80,0._i 65.0
- - B. 45.7 45.7 00.0 659
53 -1/8" 41.3 41.3 60.0 85.0
16 -1/8" 66.0 65.0 60.0 659
37" 74-1/4". 50.3 90.3 60:0 '05.0
42" (8) 44.3 44.3 60.0 85.0
48" 38.6 31 1 60.0 59 _ .
'S3- 1/8 "... ... _:. `35:0. _ ..35 :0` . _..60..0. " 85:0'
"' NO. IN PARENTHESIS INDICATE NO. OF
ANCHORS PER JAMB.
1/4" OIA ANCHORS
AT MS LOCATION ' `
FOR UPPER HALF OF JAM
IWINDOWS WITHOUT l
SILL ANCHORS
1/4" DU. ANCHORS
-AT ISIS 1.00A710N -
FOR 'UPPER & IAWER
HALF OF JAMBS
AT 1T ANCHORS
ICS LOCATION
FOR LOWER HALF OF JAMBS
ANCHORS METHOD 'A'
ANCHORS METHOD 'B'
UNEQUAL 13TES (ORIEL TYPES) WINDOWS
DESIGN LOAD CAPACITY - PSF -
GLASS TYPE 'C'
WINDOW DIMS.
WDTH
19 -1/8"
26 -1/2'
37"
42"
48"
53 -1/8"
19 -1/8"
26 -1/2"
37"
42"
48"
53 -1/8"
ANCHORS METHOD 'A'
HEIGHT F/XT.( +)
60.0
50 -5/8"
(4)
80.0
49.2
43.3
37.9
34.3
INL( -)
65.0
65.0
49.2
43.3
37.9
34.3
ANCHORS METHOD '8'
land +)
60.0
60.0
60.0
60.0
- 60.0
60.0
1NI.(-)
65.0
65,0
65.0
65.0
65.0
85.0
19 -1/8"
26 -1/2"
37"
42"
48"
59"
(5)
83"
(6)
19 -1 /8" 74 -1/4"
28 -1/2' (8)
37's -
60.0
60.0
52.8
46.5
40.7
36.8
60.0
60.0
59.3
52.2
45.7
60.0
60.0
50.3
65.0
65.0
52.8
46.5
40.7
38.8
.659
85.0
59.3
52.2
45.7
65.0
65.0
50.3
• NO. IYI PARENTHESIS INDICATE NO. OF
ANCH0R5-PER Jame.
•
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
80.0
60.0
60.0
60.0
60.0
85.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0 .
65.0
(mJ
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAO5 -DEC -219
GLASS TYPE 'C'
<<.1 „..1
TWIZAL ANCHORS
1/4" TAPCONS IBY
SEE ELEV. FOR SPACING /L µ.Opp BUCK
A
A4 • • • •, • • •
• •
4may '
0I.fl
TYPICAL ANCHORS
t /4" TAPCONS
SEE ELM. FOR SPACING
1 IMWMI -DADS COUNTY APPROVED jl
(MULLION & MULUCN ANCHORS Ij
11SEE SEPARATE NOA 11
I I
11 11 It
I1
OPTIONAL TO
TION.J.ATCH.
SEE• ELEV. FOR SPA=
TYPICAL ANCHORS
_u-E : _RE b Ia
SEE SHEET 2 FOR CAEACiTES
SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS; sEE•a.EV. FOR SPACING
3/16• OR 1/4" TAPCQ)y$ (SEE SHEET 2 FOR USE of 3/18' TAPCONS)
INTO 2BY WOOD. BUCKS OR WOOD STRUCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. 00 ,MASONRY
1 -I/4' MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY
314 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO METAL STRUCTURES
STEEL : 12 CA. MIN. (Fy 36 KS! MIN.)
ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
112 SUS OR SELF ORIWNC SCREWS
INTO MAMIL -DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
ANCHOR EDGE DISTANCES
INTO CONCRETE AND MASONRY c 1 -3/4" MIN.
INTO :WQD _$TRL TURK = 3/4" MIN.
INTO 'METAL STRUCTURE- ¢ -1/2" MIN.
•
SEALANTS;
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
�BWdL��SIOR-81tM -9Bkl 9id5
WI 3/4" WEEP NOTCH AT EACH END
Engr: 'T•71.
COAL
FLA. 70582
C..AN. 25338
.n REVISED
samPITbjg yl4b 018 PIANdf
i
d
drawing no.
W05 -37.
(etulet 3 of 5 )
TYPICAL SEE EL. ANCHORS
ELEV. R SPACING
SEE SHEET 2 & 2.1 FOR CAPACITY
-1/4' MALI:. -
SHIM
TTEN /
PART I
READ.
DESCRIPTION
MATERIAL
RANF. /SUPPLISR/RERAR1S
1
YE -189
1
FRAME HEAD
6063 -T6
-
2
YE -167
1
FRAME SILL
6083 -16
-
3
YE -102
2
FRAME JAMB
8083 -15
-
4
YE -152
1
FIXED RAB. •
8083 -T6
-
6
YE -151
1
VENT TOP RAIL
13053-18
-
6
YE -168
1
VENT 80TTOM RAIL
8083 -T8
-
7
YE -92
2
VENT JAMB
6063 -16
-
6
111-4
AS RECD.
OtA2ING BEAD
. ALUMWUU
ROLL FORMED
._9 —_..-
TH,25. a
rSASH -STOP
/1113111- WICEL—
Ir
10
' - •
2/ VENT
131.004 & TACKLE BALANCE
-
-
11
TH -505
2/ VENT '
BALANCE CUP
ALUMINUM
-
12
MA-822
AS RECO.
BULB WSTRIPPING
• VINYL
SNOLE ROW '
13
114-4004
AS RECD.
FIN SEAL W'STRIPPNO .187 X .250
WOOL
16.18 AB
14
YH -604
2/ VENT
SPROUT LOADED VENT LATCHES
NYLON /CELCON
AT 11" FROM ENDS
14A
Y14-515
2/ VENT
SWEEP LOOTS
2AMAR
AT 11' MOM ENDS
15
YF -1
5
FRAME ASSEMBLY SCREWS (110 X 3/4')
CRS
PLATED, PN SIAS
16
YE-10
2/ VENT
*1*20 RAIL SCREWS (16 X 1')
CRS
CAD PLATED. P14 SMS
17
YF -12
6/ VEM
PERT ASSEMBLY 5082915 (/6 X 1 -1/47
CRS
CAD PLATED, PH SMS
111
17-6
1/ CLIP
110 X 1/4' PH SMS POINT B
-
-
20
YF -14
2/ LOCK
SWEEP LOCK SCREWS (18 X 5/8')
-
011 SMS
21
VC-15SP
2/ VENT,
SELF ADHESIVE PAD (.375' X .31' X .75'
FOAM
-
22
Y4-519
2/. VENT)
BALANCE CAN
PLASTIC
-
23
YH -519
1
REINFORCING BAR (.827 % .3I5')
STEEL
14111393
._Ja1
r. _. .
..2/_'VENT-'.. SASH'.ST P:.I1'.X_1a.1./4. X.1/1.6') ..
_ALUMINUM .
ON .74-1/4" 10011 .ONLY '
:1/4' SHE -- • 7 '—
g$tE� E1:22T FOE- SPABND
at SHEET 2 & 2.1 FOR CAPACITY
METAL
STRUCTURE
TYPICAL HORS
SEE ELEV.FFOR SPACING
SEE SHEET 2 & 2.1 FOR CAPACITY
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 2 & 2.1 FOR CAPACITY
Eegr: JAVAD 1111■5D
Flat.
9 PE r_370592
6)1%1°
.0"u)
C
a
.0
1
A
1
F
-drag
�C 40100
1
drawing go.
Wb5 -37.
(sheet 4 of 5 )
r--2.22D
.m0 r
1.437
•.e1Y
VENT TOP RAIL
---- 1..542 --
2.543
1.12'5
3/4 WEEP -NOTCH
AT EACH END OF
SCREEN RUNNING LEG
S.H. VENT -COEANER pETAQ
2.174
VENT SIDE RAIL
.430
S.H. -FRAME CORNER _DETAIL
2.104
4060pbingwElithe Swift
4No 8
1.174
FRAME SRI
1.617
FRAME JAMS
droving 00.
WO —37•
(meet 5 5 )
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Arch Windows, LLC dba AWP
8130 NW 74th Avenue
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control 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.
BORA 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.
DESCRIPTIO1 : nninum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through
7 of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision E dated 09/02/10, signed and
sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 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 clump
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 # 09- 0617.04and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315.2599
tiwvw.miamidade.st Lbuiidinehomelasp
1A1•11,!..- • COU
APPROVED
NOA No. 10-0930.06
Expiration Date: December 24, 2011
Approval Date: January 06, 2011
Page 1
Arch Windows, LLC dba AWP
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7,
prepared by Al Farooq Corporation, dated 11/20/95, with revision E dated 09/02/10,
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 -94
2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94
along with marked -up drawings and installation diagram of 3 mulled fixed frame
windows, 0 -0/0 configuration, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL -3284, dated February 1, 2002, signed and sealed by Luis
Antonio Figueredo, P.E.
(Submitted under original approval #02- 0229.01)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94
along with installation diagram of window prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL -1297, dated September 21, 1995 signed and
sealed by Yamil Gerardo Kuri, P.E.
(Submitted under original approval #95- 0515.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2007,
prepared by Al- Farooq Corporation, dated 04/21/09 and 09/03/10, signed and sealed
by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300 -04.
D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. , Statement letter of conformance and no financial interest, dated September 03, 2010,
signed and sealed by Javad Ahmad, P.E.
2. Legal documents for name change, including asset purchase agreement, dated January
14, 2010.
G. OTHER
1. Notice of Acceptance No. 09- 0617.04, issued to AWP, LLC for their "Aluminum
Tube Mullions — L.M.I. ", approved on 08/26/09 and expiring on 12/2 ;1.
Manuel :, P.E.
Product Contro xaminer
NOA No. 10-0930.06
Expiration Date: December 24, 2011
Approval Date: January 06, 2011
E -1
I°- 2.lOG�
ALL TUBE HAULIIONS TO BE ALLOY 6003 -16.
MULLIONS CONTAINING TYPICAL GLAZIN PRODUCT
HORIZONTAL OR VERTICAL
SEE WINDOW OR 0008 APPROVAL FOR FASTENERS SIZES AND SPACING
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES;
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REWHTEYE1416 OF THE FLORIDA BUILDING CODE 2007 EOTIION INCLUDING
HIGH VELOCITY HURI6CANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH 11ESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS 1.E: WIND LOAD. WATER
INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC.
WOOD sum BY OTHERS. MUST DE ANCHORED PROPERLY TO TRANSFER
LOWS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS. EVENT
TO BASE M1DERIAL SHALL BE BEYOND WAIA CORM= (STUCCO. TBE ETC.).
ANCHORING CONDITIONS OTHER THAN 71105E SHOWN 114 THESE DETAILS
ARE NOT PART OF THB APPROVAL.
A IOW IMAM INCREASE IS USED Tai DESIGN OF ANCHORS INTO WOOD ONLY.
MATER/A S =LID= BUT NOT 11141110 TO STEELAILTAL SCREWS. TH1AT COME 2410
CONTACT WITH OTHER DISSORAR MATERAs SNAIL DIET THE REQUIREMENTS
OF 2007 FLOROA BLDG. CODE SECTION 2003.8.4.
Low
MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MIAMI —DARE COUNTY APPROVED
IMPACT AND NON — IMPACT RESISTANT PRODUCTS.
INSTRUCTIONS;
USE CHARTS AND GRAPHS AS FOLLOWS.
P 1.
STEP 2
STEP 3
STEP 4
DETERMINE 0E5108 LOAD REOUNREO PER ASCE 7
FOR PARTICIEAR OPENING.
USE APPROVED GLAZING PRODUCTS MEETINO ABOVE LOAD
REOUIREIAENTS.
USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
USING CHARTS ON SHEET 2 SELECT 1.8U1108 542E 8810
0E30014 RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 4 TH RU 6 AND ANCHOR CHARTS
ON SHEET 3. SELECT ANCHOR TYPE WITH DE5108 RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
MULLION CLIP (YE -65) (e63 -TB)
(ALT. TO ANGLES)
CUP LENGTHS MUST 88 CUT TO HT SNUG
INTO TUBE MULLIONS.
1.72T
125 JI IL 1.613
MULLION CLIP (0063 -45)
CUP LENGTHS MUST BE CUT TO FiT 5NUG
INTO TUBE MTU.ONS.
(NO SIDE FASTENERS MOD.)
MULLION CUP (6063 -75)
(ALT. TO ANGLES)
CLIP LENGTHS MUST BE CUT TO FIT SNUG
INTO TUBE LIULLRINS.
.125
1-1.718 ---1
MULLION CLIP (6063 -75)
CLIP LENGTHS MUST BE Ci/T TO FIT SNUG
INTO RUBE NUWONS.
(40 SIDE FASTENERS X00.)
.425
2000
ANGLE CUP (1063 -70)
0
AA. 437■70992
CAM 3636
260
1
8
a
ffi
8
g
u
to
pY�
■
u
t
Gracing n0
M95 -06A,
(sheet 1 of 7J
DESIGN LOAD CAPACITY - PSF (TUUE MULLIONS)
WINDOW DIMS.
WIDTH (w)
HULL SPAN
19 -1/8"
26 -1/2"
30"
37"
42"
48"
53 -1/8"
80"
86"
72"
74'
140.0
120.3
97.6
85.9
1400
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
19 -1/8"
26 -1/2"
30"
37"
42"
48"
53 -1/8"
19 -1/8"
28 -1 /2"
30"
37"
42"
48"
53 -1/8"
60'
86'
72"
74"
19 -1/8"
28 -1/2'
30"
37"
42"
48"
53 -1/8"
60"
66"
72"
74'
50 -5/8"
59.3
52.4
424
37.4
32.8
29.6
26.2
23.8
21.8
21.2
42.7
30.8
139.8
123.8
112.5
103.2
100.4
140.0
140.0
140.0
115.3
101.6
88.9
80.3
71.1
140,0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
129.3
114.5
140.0
140.0
140.0
140.0
140.0
140.0
100.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
84.7
59.3
57.7
122.1
88.1
104.1
95.4
92.8
1409
140.0
74 -1/4"
778
83.1
55.6
48.6
43.9
38.9
119.6
140.0
139.3
135.6
140.0
140.0
140.0
140.0
140.0
135.0
121.9
108.0
140.0
149.0
140.0
140.0
140.0
140.0
140.0
140,0
140.0
140.0
140.0
DESIGN LOAD CAPACITY - PSF (TUBE MUI.W0NS)
WINDOW DIMS.
19 -1/8"
26 -1/2"
30"
37"
42"
48"
53 -1/8"
80"
66"
72"
74"
51.5 110.4
37.2 79.7
32.8 70.4
26.6
23.4
20.5
57.1
50.3
44.0
39.7
140.0 140.0
118.4 140.0
102.8 140.0
83.4
73.5
64.3
58.1
19 -1/8"
26 -1/2"
30"
37"
42"
53 -1/8"
80"
66"
34.5
24.9
22.0
29.3
28.5
74.0
42.8
41.7
108.1
29.5
26.6
23.6
88.9
55.9
49.2
140.0
140.0
140.0
1272
112.8
102.4
93.8
91.3
140.0
140.0
140.0
139.8
123.2
107.8
97.4
86.2
35.4 67.2 98.2 140.0
32.4 61.6 90.0 140.0
31.5 60.0 87.5 140.0
28.1 74.6 140.0 140.0 140.0
539 115.4 140.0 140.0
47.5 101.9 140.0 140.0
38.5 82.8 120.7 140.0
33.9 72.8 108.4 140.0
29.7 83.7 93.1 140.0
28.8 57.6 84.1 140.0
23.8 51.0 74.4 140.0
21.6 48.3 67.7 131.0
- 42.5 62.0 120.1
41.3 60.4 110.9
19 -1/8"
28 -1/2"
30"
37"
42"
48"
53 -1/8"
80"
68"
72"
74"
27.9
75.9
54.8
48.4
69.9
140.0
140.0
134.5
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
YAM (w)
HULL SPAN
1 X 2
STD.
1 E 3
STD.
1 X 4
STD.
2 X 4
STD.
2 X 8
623.
16 -1/8"
26 -1/2"
30"
37"
42"
48"
53 -1/8"
60"
66"
72"
74"
132"
28.5
41.6
115.6
20.5
30.0
26.5
21.5
83.4
73.7
59.8
52.6
46.1
41.6
36.8
33.5
30.7
29.9
19 -1/9"
26 -1/2"
30'
37'
42'
48"
53 -1/8'
60"
68"
72"
74"
144"
21.9
32.0
89.0
23.1
64.3
20.4
58.8
46.0
40.5
35.5
32.1
28.4
25.8
23.7
39.2
34.6
30.2
27.3
24.2
100.1
86.1
84.1
78.0
67.3
23.0
GIAZOIG
PRODUCT
wt
VERTICAL.
" --
MULLION
(LAZING
PRODUCT
w2
ARCHES TO 85 9ISCR18E0
RIME RECTANGIAAR SHAPE
HORIZONTAL HUUWN
%
DESIGN LOAD CAPACITY - PS?
DESIGN LOAD CAPACITY - PSP
DESIGN LOAD CAPACITY - PSP
WINDOW DIMS.
ANCIIORS TYPE
WINDOW DIMS. ANCHORS TYPE
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
19 -1 /8°
MULL SPAN
A2 A4
AA2 AA4
AAA2
AAA4
82
B4
WIDTH (w)
MULL SPAN A2
A4
AA2 AA4 AAA2 AAA4
B2
84
WIDTH (W)
26 -1/2"
30'
37°
42'
48'
53 -1/8"
60"
66"
72'
74"
38 -3/8"
140.0 140.0
137.1 140,0
121.1 140.0
98.2 140.0
86.5 140.0
140.0 140.0
124.6 140.0
110,1 140.0
140.0
140.0
127.8
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
89.2 140.0
103.4
140.0
140.0
140.0
78.6 140.0
91.1
140.0
140.0
75.7 140.0
688 137.6
79.7
*40.0
140.0
68.4 136.7
60.5 121.1
55.0 110.1
82.2 124.3
72.0
55.0 110.1
50.0 100.1
50.4
100.9
49.1
98.2
45.9 91.7
44.6 89.2
83.8
58.0
53.2
51.7
140.0
127.6
116.0
106.3
135.3
1199
140.0
140.0
140.0
140.0
108.9
99.9
103.4
97.2
140.0
140.0
140.0
19 -1/8"
26 -1/2"
30'
37'
42'
48'
53 -1/8"
60'
66"
72'
74'
88.8
62.6
19 -1/8'
26 -1/2"
30'
37"
42"
48"
53 -1/8"
80'
68"
72°
74"
50 -5/8"
140.0 140.0 130.9 140.0
103.9 140.0 945 140.0
91.8 140.0 63.4 140.0
74.4 140.0
65.6 131.1
57.4 114.7
51.8 103.7
45.9 91.8
67.7 135.3
59.6 119.2
52.1 104.3
47.1 94.2
41.7 83.4
140.0
140.0
140.0
140.0
109.5
140.0
140.0
98.7
140.0
140.0
1409
140.0
78.4
140.0
140,0
140.0
69.1
138.2
129.8
140.0
60.4
120.9
113.5
140.0
54.8
48.4
41.7 53.4
38.2 76.5
37.2 74.4
37.9 75.9
44.0
109.2
96.7
87.9
102.6
140.0
80.8
140.0
82.6
140.0
34.8 89.5
40.3
80.8
75.7
140.0
19 -1/8'
26 -1/2'
30"
37'
42`
48"
53 -1/8'
60"
08'
72'
74"
115.7 140.0
33.8 67.7
105.2 140.0
39.2
78.4
73.6
140.0
19 -1/8"
28 -1/2"
30'
37°
42"
4s-
53-1/8'
60'
86'
72"
74*
55.3
44.8
39.5
34.6
31.2
27.7
25.1
23.0
22.4
75.9
54.8
48.4
39.2
34.6
140.0
125.2
110.8
78.9 140.0 91.4 140.0
58.9 113.9 68.0 132.0
140.0
140.0
12.3.9
50.3 100.6 58.3 116.6
109.5
89.7
40.8 81.5 47.3 94.5
88.8
140.0
140.0
140.0
79.0
35.9 71.8 41.6 83..3
78.2
89.1
31.4 82.9 36.4 72.9
68.4
62.5
28.4 58.6 32.9 85.8
618
140.0
138.9
123.7
55.3
25.1 50.3 29.1 58.3
54.7
50.3
22.9 45.7 26.5 53.0
499
109.5
99.5
46.1
21.0 41.9 24.3 48.6
44.8
20.4 40.8 23.6 47.3
45.6
44.4
91.2
88.8
19 -1/8"
26 -1/2"
30"
37'
42°
48'
53 -1/8"
60'
66"
72"
74"
LULL *SPAN
132`
A2
A4
AA2
AA4
AAA2
55.2
39.8
352
28.5
25.1
110.4
79.7
70.4
57.1
50.2
100.4
58.2
118.4
140.0
38.2
72.5
42.0
84.0
32.0
84.0
22.0
50.3
44.0
25.9
22.9
20.0
518
45.7
37.1
30.1
26.5
74.2
60.1
53.0
78.9
69.7
49.6
99.5
40.0
232
43.5
87.1
39.8
38.1
20.9
41.9
39.3
35.2
.32.0
34.8
69.7
32.0
29.1
33.7
31.7
63.3
29.3
26.7
29.0
58.1
28.5
25.9
30.1
28.2
140.0
69.0 138.0 80.0 140.0
109.6
98.8
78.5
96° 30.3
27.3
24.2
89.1
80.5
54.7
140.0
140.0
498 99.6 57.7 115.5
44.0 88.0 51.0 102.0
35.7 71.4 41.4 82.7
31.4 62.9 36.4 72.9
1085
140.0
958
77.7
68.4
140.0
140.0
136.9
27.5 55.0 31.9 63.8
59.9
1199
249 49.7 28.8 57.8
54.1
108.2
22.0
20.2
48.4
44.0
40.3
22.0 44.0 25.5 51.0
47.9
95.8
20.0 40.0 232 46.4
43.5
- 36.7 21.3 42.5
39.2
- 35.7 20.7 41.4
39.9
38.8
67.1
79.8
77.7
19 -1/8"
26 -1/2°
30"
37°
42°
46°
53 -1/8"
60"
66"
72"
74'
144"
50.6
1012
46.0
38.5
73.1
332
53.3
72.3
32.3
64.5
26.2
52.3
29.3
239
58.7
34.0
68.0
83.9
127.7
47.6
23.0
46.1
21.0
41.9
24.3
48.8
45.6
20.2
40.3
36.7
21.3
42.5
38.4
32.3
29.3
38.4
34.0
29.3
28.7
26.9
24.4
30.9
28.3
26.2
23.8
39.9
31.9
26.8
25.9
79.8
72.1
638
51.8
121.9
140.0
140.0
140.0
83.5 140.0
75.9 140.0
88.0
140.0
140.0
140.0
73.8 140.0
59.8 119.6
52.7 105.4
67.0 134.1
77.7
140.0
140.0
54.4 108.7
83.0
126.0
118.4
140.0
140.0
47.9 95.8
55.5
111.0
104.3
140.0
46.1 92.2
41.9 83.8
48.6
97.1
91.2
140.0
41.6 83.3
37.9 75.7
43.9
87.8
82.4
140,0
19-1/8'
28 -1/2'
30"
37"
42°
48"
53 -1/8"
60"
66"
72°
74'
74 -1/4°
38.9 73.8
33.5 67.0
30.7 81.5
29.9 599
98.2 140.0
70.8 140.0
62.8 125.2
50.7 101.5
33.5 87.0
38.9
77.7
73.0
140.0
30.5 61.0
35.3
70.6
86.4
132.7
27.9 55.9
32.4
649
60.8
121.7
27.2 54.4
31.5
639
59.2
118.4
19 -1/8'
26 -1/2'
30'
37'
42°
48"
53 -1 /8"
60"
88'
72"
74'
108'
67.5
135.0
81.4 122.7 71.1 140.0
133.6
140.0
48.7
43.0 86.0
34.9 699
97.4
44.3 88.8 51.3 102.6
98.4
140.0
39.1 782 45.3 90.7
85.2
140.0
31.7 83.4 368 73.5
69.0
138.1
30.7 81.5
27.9 55.9 32.4 64.8
609
121.7
26.9
539
24.4 48.9 28.3 56.7
53.2
106.4
24.3
21.5
48.8
43.0
39.1
35.9
34.9
221 49.2 25.6 51.2
- 39.1 22.7 45.3
- 35.8 20.6 41.2
- 32.6 - 37.8
48.1
42.8
38.7
35.5
90.2
85.2
77.4
71.0
- 31.7 - 39.8
34.5
89.0
89.2 140.0
64.4 128.8
103.4
140.0
74.6
140.0
140.0
140.0
140,0
140.0
58.9 113.8
85.9
131.9
123.9
140.0
46.1 92.3
44.7 89.4
39.1 78.2
35.3 70.7 32.1 64.3
31.3 82.8 28.4 56.9
40.8 81.3
28.4 56.9
28.1 52.1
25.4 50.7
35.6 71.1
53.5
47.1
108.9
942
100.4
140.0
88.5
140.8
41.2
82.4
77.4
140.0
37.2
74.5
88.9
139.9
33.0
65.9
61.9
123.9
25.9 51.7
30.0
59.9
58.3
1129
23.7 47.4
27.5
54.9
51.6
103.2
23.1 48.1
26.7
53.5
50.2
100.4
19 -1/8"
26 -1/2"
30'
37'
42"
48'
53 -1/8"
80'
88°
72'
74"
80.7
43.8
38.7
31.4
121.5
55.2 110.4 64.0 128.0
120.2
140.0
87.7
77.4
62.8
27.7
55.3
120' 24.2
21.9
39.8 79.7 46.2 92.4
35.2 70.4 40.8 81.6
28.5 57.1 33.1 66.2
25.1 50.3 29.1 583
22.0 44.0 25.5 51.0
888
76.6
82.1
54.7
48.4
43.7 - 39.8 2.3.0 48.1
38.7 - 352 20.4 40.8
32.0 - 37.1
47.9
140.0
140.0_
124.3
1099
95.8
43.3
88.8
38.3
78.6
34.8
323 29.3 - 34.0
31.9
31.4 - 28.5 - 33.1
31.1
88.7
63.9
62.1
EOM
ANY ANCHOR CONDMON SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
ANCHORS
ANCHORS
SEE CHART FOR capAcify
GLAwits
PRODUCT
GLAZING
PRODUCT
WI
Mows TO 81 INSCRIOE0
wax RECTWOHLAR 24942
i7 PRODUCT `:s
•-,,
o
y
OLA2N0
PRODUCT
(
ANCHOR
AIL /I
OIAZ446
PRODUCT
)
MULLION SPAN
jugasPR9:71:0ClystRE:VierartheMorItlabibon
Hccapbwo0 No
ctiqg
WiarEmo
0
1" MIN.
EDGE DIST.
1/4" DIA. TAPCONS BY 'Ent
1-1/4" MIN. WOOD PENETRATION
2 PER CUP (1 ON EACH VIING
Wim
1-3/4" MIN.
EDGE DIST.
u
1/4" DM. TAPCONS BY ITV/
1- I/4" WOOD PENETRATION
1 PER ANGL
2BY WOOD sum
OR
WOOD STRUCTURE
FLOATING CUP
TI141110M
III1M
—
_...011.0
_____
o -- — ,
r Ail
l.....,11
_ ...
,
114 SIAS
2 PER ANGLE
1-3/4" O.C. MIN.
1/4- 0IA. TAPCONS BY "IRV 1/4" TAPCONS BY NW
1-1/4' MIN. EMBED - 1-1/4" MN. EMBED INTO CONCRETE
1W0CHTIla.
2 PER CUP (I ON 1 PER
1 1-1.11M
1111
MilfroLMOIN
TEIT
*0012 01204
FLOATING CUP
ANCHORS TYPE "A2'
II,
1114 SMS
2 PER ANGLE
1-3/4' 0.C. /RN.
I I
w Aar
1" MIN. 1" MIN.
EDGE
DIST.
1/4" DIA. TAPCONS 81 'ITN'
1-1/4" INN. WOOD PENETRAT1ONA
4 PER CLIP (2 ON EACH WING
Ala
20? WOOD BUCK
OR
0 STRUCTURE
1-3/4"
3-
FLOATING CuP
1/4' TAPCONS BY 'RSV
1-1/4" MIN. EMBED INTO CONCRETE
4 PER cup (2 CN EACH MO
1/4" OW TAPCONS BY VW
1-1/4" MIN. WOOD PENETRATION
2 PER Allik
.1111.0,2=11M
!:
/114 SITS
2 PER ANGLE
1-3/4' O.C. MIN.
FOR r TUBE
2-3/4" 0.0. MkN.
FOR ALL OTHER TUBES
2 X 2 X 1/8"
ALUM ANGLE
1/4" DIA. TOSICONS BY ITV/
1-1/4" MN. ELISEO INTO CONCRETE
2 PER
*1.1. CUPS TO FR SNUG DRO TUBE ButE4B01.
EMMONS Mio BE HEX OR FIAT BEM
A
li
.,..,,.....
114 SMS
2 PER ANGLE
FLOATING CUP 1-3/4" 0.0. IBM
FOR 3" TUBE
2-3/4" 0.0. MDT.
FOR ALL OTHER TUBES
ANCHORS TYPE 'A4'
0,2 um5 2,Trittiy8"
PROM/CEREVISED
xocoosplyktswiththerIsida
Halk11B3Coda
Accoptesostla
Exptoloanste
• -
‘17.74/k •
�y
11
u'
ALUMINUM TUBE MULLIONS
E1
(Bowing no.
M95-06A
si(eet. 4 OTT)
14;
M
11 IN
!/
11
111111.1.'-
..IlitiMI
"Mrliggi
*1.1. CUPS TO FR SNUG DRO TUBE ButE4B01.
EMMONS Mio BE HEX OR FIAT BEM
A
li
.,..,,.....
114 SMS
2 PER ANGLE
FLOATING CUP 1-3/4" 0.0. IBM
FOR 3" TUBE
2-3/4" 0.0. MDT.
FOR ALL OTHER TUBES
ANCHORS TYPE 'A4'
0,2 um5 2,Trittiy8"
PROM/CEREVISED
xocoosplyktswiththerIsida
Halk11B3Coda
Accoptesostla
Exptoloanste
• -
‘17.74/k •
�y
11
u'
ALUMINUM TUBE MULLIONS
E1
(Bowing no.
M95-06A
si(eet. 4 OTT)
1/4" DIA. TAPCONS BY 'RAY'
1 -1/4- MIN. EMBED INTO MASONRY BLOCKS I -I
1 -3/4" MIN. 2 PER CLIP (1 ON EACH WING
EDGE DIST. 'jMly
1/4" DIA TAPCONS BY '4244'
1-1/4" KIN. EMBED INTO MASONRY BLOCKS
1 PER *NU
FLOATING CUP
#14 SMS
2 PER ANGLE
1 -3/4" 0.C. MIN.
1/4' DIA. TAPCONS BY 'Mr
I -3/4' 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS
MIN. 4 PER CLIP (2 ON EACH 44NG
EDGE DGT. _ 3'
1/4" DIA. TAPOON5 BY '11NP
1 -1/4" MIN. EMBED INTO MASONRY BLOCKS
2 PER ANGL•
241241 1/8'
ALUM ANGLE
1/4" DIA TAPCONS BY VW' 1/4' DIA. TAPCONS BY 'ITV
1 -1/4" MN. EMBED INTO MASONRY BLOCKS 1 -1/4" MIN. EMBED INTO MASONR2 BLOCKS
1 -3/4" MBJ. 2 PER CUP (1 ON EACH WING . 1 PER ANC
111 [I o a
Muir :MI M!C/�N
1/4" DIA. TAPCONS BY 'RN'
1 -s /4• 1 -1/4' MIN. EMBED INTO MASONRY BLOCKS
MIN. 4 PER OAP (2 ON EACH WING'
3-
/14 SMS
2 PER ANGLE
1 -3/4' 0.0. MIN.
FOR 3" TUBE
2 -3/4' O.C. MIN.
FOR ALL OTHER TUBES
1/4' NSA. TAPCONS 82 TAW'
1 -1/4" MM. EMBED INTO MASONRY BLOCKS
2 PER
18Y
WOOD BUCK..
FLOATING CLIP
#14 SUS
2 PER tow
1 -3/4" 0.C. UPI.
241 2 1/8•
ALUM AN 41
ANCHORS TYPE 'AA2'
AU. CUPS TO FT SNUG INTO TUBE MULL ONIS.1
TAPCONS MAY BE APR OR FIAT HEAD. J
SMS
2 PEeR ANGLE
1 -3/4" 0.0.
FOR 3" TUBE
2 -3/4" 0.C. MN.
FOR ALL OTHER TUBES
NCHORS TYPE 'AA4'
2 x 2 41 1 8"
ALUM
241241,1/8'
ALUM ANGLE
2
MULLIONS
.0
a
v
1
2
droning no.
M95 -06A
(sheet 5 of 7 )
a
8
MIN.
1
nal
Wu�
dfi
18Y
WOOD BUCK..
FLOATING CLIP
#14 SUS
2 PER tow
1 -3/4" 0.C. UPI.
241 2 1/8•
ALUM AN 41
ANCHORS TYPE 'AA2'
AU. CUPS TO FT SNUG INTO TUBE MULL ONIS.1
TAPCONS MAY BE APR OR FIAT HEAD. J
SMS
2 PEeR ANGLE
1 -3/4" 0.0.
FOR 3" TUBE
2 -3/4" 0.C. MN.
FOR ALL OTHER TUBES
NCHORS TYPE 'AA4'
2 x 2 41 1 8"
ALUM
241241,1/8'
ALUM ANGLE
2
MULLIONS
.0
a
v
1
2
droning no.
M95 -06A
(sheet 5 of 7 )
a
8
1/4" DAL TAPCONS 8Y 'OW
1 -1/4" MIN. EMBED INTO CONCRETE
2 PER CLIP (I ON EACH TANG
LI
1 -3/4' MIN.
1/4" DIP, TAPCONS BY
1 -1/4" MN. EMBED 1180 CONCRETE
1 PER AWL.
1 -3/4"
MIN
1/4" 01A. TAPCONS BY 'I18'
1 -1/4" MIN. EM13E0 INTO CONCRETE
4 PER CLIP (2 ON EAO8 WING
1/4' 01A. TAPCONS BY 'OW'
1 -1/4" MN. ENBER INTO CONCRETE
2 PER
1 U
2 X 2 X 1/8"
ALLA! ANGLE
.2 X 2 X I/O"
ALUM ANGLE
METAL STRUCTURES
(STEEL OR ALUM. I/8" MN. THICK)
STEEL : Fy a 38 KSI MIN.
AL •. NUM 8083 -T5 MIN.
FLOATING CLIP
814 SAS
2 PER ANGLE
1 -3/4" 0.C. 188.
FLOATING CLIP
`Y J
g14 sus
2 PER ANGLE
1 -3/4" 0.C. MN.
FOR 3" TUBE
2 -3/4" O.C. MN.
FOR ALL OTHER TUBES
ANCHORS TYPE 'AAA2'
ANCHORS TYPE 'AAA4'
BE
814 SMS OR 1/4" TENS
2 PER CLIP
(1 ON EACH 8180)
814 SMS OR 1/4" TEKS
1 PER ANGLE
METAL STRUCTURES
( STEEL OR ALUM. 1/8" MN. THICK)
STEEL : Fy a 36 KS1 MIN.
AL : 6063-85 MIN.
814 SMS CR 1/4" TENS
4 PER CUP
(2 ON EAOH YANG)
#14 SMS OR 1/4" TEKS
2 PER ANGLE
2x
2N 91/8'
AWM A
FLOATING CUP
814 SMS
2 PER ANGLE
1 -3/4" O.C. MN.
FLOATING CUP
t4 SMS
2 PER ANGLE
1 -3/4" 0.0. MIN.
FOR 3' 1118E
2 -3/4" 0.C. MIN.
FOR ALL. O11109 TUBES
3 SCREWS PER *ME
2% 28
ALUM
8
ANCHOR, TYPE '82'
ANCHORS TYPE 'B4 . y.�,,
c ryr: .� tyt AteMO PRODUC7'RSVISED
CP,i, 7054: Ia 1Ihthn
AtaptaumPio
[ALL CLIPS TO FO SNUG am TUBE MULLIONsi.
TAPCONS MAT BE HEX 08 FLAT HEAD. I
E aoto
*owing no.
M95 -06A
shoal 6 of 7 i
.0
j14 SIAS 0 1 -1/2` O.C. MIN.
2 PER CHANNEL (1X2 & 123 TUBES)
3 PER CHANNEL (124 & 2X4 TUBES
4 PER CHANNEL (2X6 TUBE
TUBE MULLION
1/8° THICK ALUM CHANNEL
LENGTH TO FIT SNUG
INTO MULLION
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CLIP ANGLE
CAULK 503477 AFTER ASSEMBLY
ACCESS HOLE
TUBE MULLION
#'14 SMS 0 1 -1/2` O.C. MIN.
2 PER CUP (1X2 & 1X3 TUBES)
3 PER CUP (1X4 & 2X4 TUBES)
4 PER CUP (2X8 TUBE
THIS SCREW CAN BE
INSTALLED IN EITHER
DIRECTION �p AI .
110 fH SMS
2 PER CUP
1° O.C. MIN.
1 -3/4° X 2' X 1JB' (FOR 28Y BIDE)
3/4' X 2' % I/8` FOR (18T TUBE)
ALUM ANGLE
CUT TO FIT SNUG ONSIDE TUBE
ANCHOR DETAIL #1
METAL TO METAL CONNECTION
livoU
— 1
Lag
0
111/
b lit
droning no.'
M95 -06A
(sheet 7 of 7i
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE
T. M. Windows & Door, LLC
601 N. W. 12th Ave.,
Pompano Beach, Fl. 33069
D
SCOPE: L..
OOO
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami.
iami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Series "230 " Outswing Aluminum Door w / wo sidelites
APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w /sidelites. ", sheets 1
through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and
sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises & renews NOA # 02- 1016.09 and consists of this page 1 & evidence page E -1 & E -2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P. E.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
MIAMWADE COUNTY
APPROVED
birr
NOA No 06- 0327.02
Expiration Date: December 26, 2012
Approval Date: July 17, 2008
Page 1
T. M. Windows & Door, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (Transferred from file # 02- 1016.09)
1. Manufacturer's die drawings and sections.
2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidelites. ", sheets 1
through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last
revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E.
B. TESTS
1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test per FBC, TAS 202 -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 aluminum outswing door,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dated
02/15/08, signed and sealed by Carlos S. Rionda, P.E.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test per FBC, TAS 202 -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 aluminum outswing door,
prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355,
dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. ,
respectively, (transferred from file # 02- 1016.09)
3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00
issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E.
C. CALCULATIONS
1. Structural performance, comparative analysis and anchor verification calculations
dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by
Dr. Humayoun Farooq, P.E.
2. Glazing complies w/ ASTM E -2002.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E -1
I444 1 \ . LAO KA...
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No 06- 0327.03
Expiration Date: December 26, 2012
Approval Date: July 17, 2008
T. M. Windows & Door, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG
interlayer ", expiring on 03/04/09.
2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for "SAF -GLAS,
polycarbonate laminate ", expiring on 12/16/12.
F. STATEMENTS
1. Letter of conformance and "No financial interest, dated 03 -08 -2008 signed &
sealed by Dr. Humayoun Farooq, P.E.
2 Statement letter of compliance, as part of above test report.
G. O 1 HER
1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007.
2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO.
E -2
Ishaq L Chanda, P. E.
Product Control Examiner
NOA No 06-0327.03
Expiration Date: December 26, 2012
Approval Date: July 17, 2008
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
149 3 /B'
ANCHORS AT MTG. SOLE ENDS
(4) READ. FOR WOOD INSTALLATIONS
(2) MOD. FOR CONC. INSTALLATIONS
11'
3'
FRAME WIDTH
13' MAIL
HEAD /SILL
rt
_I;
/
11 \
11
'1n \
33 3/B'
D.L OPG.
1 I/4'
37 S /8'
SIDEUTE WIDTH
25 1/2'
D.L OPG.
34 1/2'
25 1/2'
D.L OPG.
PANEL WIDTH 34 1 /2'
PANEL WIDTH
71 5 /B'
000R FRAME WIDTH
( OXXO )
SERIES -230 ALUM OUT —SWING DOOR W/ SIDELITES
DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHU I11KS.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE ONO.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF INS APPROVAL.
A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED N DESIGN OF
ANCHORS INTO WOOD ONLY.
MATERWS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 11E REQUIREMENTS
OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4.
A
B° MAX
HEAD /SILL
CORNERS
TYPICAL ELEVATION
ANCHORS AT MTG. STILE ENDS
(4) REND. FOR WOOD INSTALLATIONS
(2) READ. FOR CONC. INSTALLATIONS
SUFI ACE APPLIED
FALSE MUNTINS
MAY BE USED
71 0 /8'
5' MAX
HEAD /SILL
CORNERS
m
SEE SHEET 2 FOR GLASS TYPES AND
DESIGN LOAD cAPACmES.
PANEL WIDTH
PANEL WIDTH
1
48
PRODUCT wagss VED
out wilt the Fledde
Betlhat Code
AAote No at-O27.OZ.
&Oradea Deis DAV A,ZWJi..
D'
DkMtao
LAMINATED GLASS
LARGE MISSILE IMPACT
F,.pg: OR. HUMAYOUN PAR000
smucruns
+7A PE/ 1077
CAN.
(‘V
IS
a.4
R
drawing no.
W02 -77
(sheet 1 of 6 )
sheet 20f 6 )
DESIGN LOAD CAPACmES — PSF
FOR SIZES SHOWN SLOW OR SMALLER
GLASS TYPE 'A'
GLASS TYPE 'B'
EXT. ( +)
INT. (—)
EXT. ( +)
INT. (—)
DOORS
8/0 SIDEUTES
80.0
90.0
90.0
90.0
DOORS
WLIH SIDELRES
80.0
90.0
—
—
FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED
UNIT EXTERIOR(+) LOADS AS FOLLOWS
1-5/8" THRESHOLD 4. +53.3 PSF
2 -5/8" THRESHOLD = +80.0 PSF
3 -1/2' THRESHOLD +90.0 PSF
NOTE
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05— DEC -219
h
37 7/18'
MAX.
(X)
71 5/8" MAX.
78 1/4' MAX.
(XX)
115 3/18" MAX.
ii
110 1/2' MAX.
\'
(OXO)
115' MAX.
149 3/8' MAX.
(XOX)
(XXO)
(oXX)
(oxxo)
APPROVED CONFIGURATIONS
0.460' OVERALL LAM. GLASS
GLASS TYPE 'A'
(NDELlm
3/18' HEAT STRENb GLASS
.090 SAFLEX 1110 KEEPSAFE MAXIMUM
P118 INTERUYER
3/18' HEAT STREN'D PASS
3/18' ANNEALED GLASS
.081 SAF —GLAS
POLYCARBONATE LAMINATE
3/18' ANNEALED GLASS
0.480' OVERALL LAM. GLASS
GLASS TYPE 'A'
(0008 LEAF)
0.455' OVERALL LAM. GLASS
GLASS TYPE 'B'
(DOOR LEAF)
z
0
2
as
O a
/PP
1
V
tea'
c
a
GLAZING OPTIONS PRODUCT RENEWED o
EfQ1pb'161{ with Ito 6ori4
a
A
182901ng Code cceptance Not ^031 .°
Expin8aa Dahl! Zi .442,
Env: DR. HUWAY✓UNN FAI1000
F1A. PE / 19567
CAN.
.A? .z
8
8
Division
AS
1
li
drawing no.
W02-77
-.5 i
LJIL
,•,,
\�
1 4
/
"5.
(XXO)
(oXX)
(oxxo)
APPROVED CONFIGURATIONS
0.460' OVERALL LAM. GLASS
GLASS TYPE 'A'
(NDELlm
3/18' HEAT STRENb GLASS
.090 SAFLEX 1110 KEEPSAFE MAXIMUM
P118 INTERUYER
3/18' HEAT STREN'D PASS
3/18' ANNEALED GLASS
.081 SAF —GLAS
POLYCARBONATE LAMINATE
3/18' ANNEALED GLASS
0.480' OVERALL LAM. GLASS
GLASS TYPE 'A'
(0008 LEAF)
0.455' OVERALL LAM. GLASS
GLASS TYPE 'B'
(DOOR LEAF)
z
0
2
as
O a
/PP
1
V
tea'
c
a
GLAZING OPTIONS PRODUCT RENEWED o
EfQ1pb'161{ with Ito 6ori4
a
A
182901ng Code cceptance Not ^031 .°
Expin8aa Dahl! Zi .442,
Env: DR. HUWAY✓UNN FAI1000
F1A. PE / 19567
CAN.
.A? .z
8
8
Division
AS
1
li
drawing no.
W02-77
MC L ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR Spiel=
IBY OR 25Y TYPICAL ANCHORS
SEE ELEV. FOR SPACING
8000 BUCKS
METAL
STRUCTURE
TYPICAL. ANCHORS
SEE ELEV. FOR SPACING
IBY OR 2BY
WOOD BUCKS 4
'sue
nS.'�� f
3
0
1/2 ' MIN.
BOLT
PENETRATION
TYPICAL ANCHCRS
SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS
MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA TAPCONS BY ELCQ
INTO WOOD STRUCTURE
1 -3/4" MIN. PENETRATION INTO WOOD
THRU 1BY OR 28Y WOOD BUCKS INTO MASONRY OR CONC.
1 -1/4" MIN. EMBED INTO MASONRY OR CONC.
DIRECTLY INTO CONCRETE OR MASONRY
1 -1/4" MIN. EMBED INTO CONCRETE OR MASONRY
1/4' SELF DRIWNG SCREWS (GRADE 5 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 38 KS MIN.)
ALUMINUM : 1/8" THK. MIN. (8063 —T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EASE DISTANCE
INTO CONCRETE AND MASONRY = 2 -1/2' MIN.
INTO WOOD STRUCTURE = 1' MIN.
INTO METAL STRUCTURE = 3/4" MIN.
3 ROWS
REGD. FOR
DESIGN LOADS
ABOVE +80.0 PSF
j8 SMS
AT 12' O.C.
3/8' X 3 8'
1/2' FROM
SILL ENDS
READ. FOR
OR LOADS
ABOVE +53.3 PST
18 SAS
02
11:
ALT.
AT 12 O.C.
6
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
3/8' X 3/8' I a
WEEPS
2 -1 /4 FROM
&LL ENDS
PRODUCT RENEWED
(W cossPbtng with the Flom
&Mktg Code
DOe
c
m
1
TYPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING
DNE PIECE SILL ALTERNATE
TO TWO PIECE SILL AT LEFT
4 2008
$
a
a
1
drawing no.
W02 -77
sheet 3 of 6 )
3.000
.062
-°j 1.334 r
I I
2.129
L
ITEM
PART M
QUANTITY
DESCRIPTION
MATERIAL
MANF. /� /REMARKS
L\
/1Q
7
N
1
T11 -38A
1
FRAME HEAD
6053 -18
-
I
IJ4
II
2
28819
1
FRAME SILL
8683 -T8
2A
CM
GM 37319
1
ALT. FRAME 501
8083 -T8
-
.129 0310
GM 37888
CENTER HINGE 0572
1.773
2'
%.
1.594
1525
28
712184
1
ALT. FRAME SILL
6083 -T9
-
n�
.. _ `_11.849
3
GW 38572
2
SIDEU1E FRAME
6083 -TO
-
1.600
112175
2
DOOR JAMB
6083 -16
-
4
OW 38048
1
PANEL 10134 5112E
6083 -19
-
FRAME HEAD
TM -038
FLUSH BOLT GUIDE
GW -27846
I
4A
TM172
1
ALT. PANE1. LOCK SOLE
8083 -18
-
5
GW 38935
1
PANEL HINGE STILE
6083-15
-
0248
0' GW 37889 -4
OUTER HINGE
HINGE PIN
8
TM -081
2
PANEL TOP/BOTTOM RAN.
8093 -19
-
2.125
7
GU 31828
4
WEATHERSTRIP ADAPTER
6053 -19
END 01 0005 STILES (T0P /8OTTO14)
- 2125
8
OW 37889A
2 /HINGE ASSY.
112 OUTER BUTT HINGE
6083 -76
DOOR PANEL/FRAME HINGE SIDE
3'000
I
1012
9
GW 33888
1/HINGE ASSY.
TM CENTER BUTT H8405
6083 -T9
DOOR PANEL/FRAME HINGE SIDE
20
GW 19797
2
DOOR LOCK INSERT
6083 -T8
LOCK VILE
1-.-,
.062 L843
11
-
2/ LEAF
3/4 x 1 1/4 x 3/4 4 1/8" THK. CAP
ALUMINUM
3' LONG
..�
1.843
12
18
-
4037
2 /LEAF
AS REQ'D.
TM FLUSH BOLT ASSEMBLY
'ULTRAFAB' CENTERFIN WDOLPILE
ALUMINUM
WOOL
DOOR LOCH STILES
LOCK STILES, JAMBS, HEAD, 501
3
I
3,681
#10 X 9/B- MOE °
'H' SNS d10 x 5/8'
F'HT SLIS
17
OW 27646
2 /LEAF
FUJSHHD.T GUIDE, 2" LONG
8083 -75
LOCK STILES ENDS (TOP /BOTTOM)
=1
3
{{rEEr��,,
g
1
Q
1
g
'`�7
++���
- 1.900
18
-
1/HINGE
7/32'0 HINGE PM
STEEL
AT EACH HINGE ASSEMBLY
1500 -
20
-
AS YEW.
00 x 1/2- F.N. UNDERCUT SW.
STEEL
AT FLU84 BOLTS
OSIDELITE FRAME
GW 38572
DOOR JAMB
® 712178
21
-
2/LEAF
1/2.0 THREADED ROD, WASHER & NUT
STEEL
TOP /BOTTOM END RAILS
22
SERIES 400
1
KWIK9ET KNOB1.00K
-
ACTIVE LEAF
23
SERIES BDO
1
KkNKSET DFADWLT
ACTIVE LEAF
1.574
Y�
24
-
WHINGE ASSY.
HINGE BUSF�IG
PIASI�
H12406 A�flIBLY
.790
25
-
38
OI131 PLUG (OPTfONAI)
PIASTK;
�R JAMB INSTALL SCREW 1401ES
3.901
I
-IA
--U'
26
-
AS REIN.
{ 10 x 1" P.N. SMS. (ASSY. SCREW)
STEEL
DOOR FRAME YE1®OS /MULL 01380
375
1000
�_�.
, .625
27
2/NDTGE ASSY.
HINGE CAP
PLASTIC
HINGE ASSEMBLY
WEATHER -STRIP ADAPTER
GW -31826
_ ,062
7.689
1
SILL ADAPTER (1' X 1' % 1/18- TUBE)
ALUM
-
30
1
SILL ADAPTER (2/2' X t' % 1/16° TUBE)
ALUM
-
HINGE
12.126
o
o
o
Ir
�
2.�
31
712 -075
1
LOCK STILE RI]NFORCEMENT
8083 -75
FULL LENGTH O DOOR LOCK STILES
34
TM -05444
2
MILLION
8083 -TS
BETWEEN DOOR /SIDE LIME JAMBS
,3gg
�-
875
.415
35
GM 31958
4
GLASS STOP
8083 -19
901E LITE GLAZING PERIMETER
-
37
GW 38737
OPTIONAL
0.G. DECORATIVE MOULDING
6963 -76
DOOR PANEL PERIMETER
DOOR TOP &
TM
L7S0
BOTTOM RAIL
081
ASSEMBLY
374
TM -1554
OPTIONAL
O G. DECORATIVE MOULDING
6083_28
DOOR PANEL PERIMETER
-I
i
v
v
g1
0 n
'
-3375-
860
DECORATIVE MOULDING
1111-38737
4.753
- :..
4.753
�°--
Og1+
I
�
.790
-_ .079
- -
3900
.41
r J L332
DECORATIVE MOULDING
TM -155A
Mr- I
L7S0
�I�i�-
L�1.-
-
�-
96E- -i
n-800
�-
1
1162 -..1
L0�
r-
I
2W0
.750 1.750
7
'0I'w
P �
1750
187
3900
1
I-
.h*
m
o
I
3186 ----II
DOOR HINGE STILE
GW-38935
O
SILL ADAPTERS
49012
DOOR LEAF STILE
GW 36048
4,000 -I
ALT. DOOR LEAF STILE
711172
$ 4
g a
MUWON
713-0544
c
a ..
.500-1 I°-
-' 3.790
PRODUCT RENEWED
illy,,
i
t-
n
.
LI57
l '^ `
°Ir "°�
11
250
640
L_
"Fi
�L"
tI�
1.595
25W
Ems: DR. HOMAYIXM FAWN)
STRUCTURES 7
CAN.
42U9P
Beading Cods the Florida
Aae)Waae .,..� y, 4, -`
.6�
-°I L-A29
0
OE
_
.640
-
2599
��
1 4
7�
+
1.054
945
T-1.--
�
j-1--
I
Lr-
DSO
.062
3.010
3--I
L-840 -1 J
$
drawing no.
W02 -77
GLASS STOP
GW -31956
STD. FRAME SILL
GW-28615
ALT. FRAME SILL
® GW -37319
9--d
ALT. FRAME SILL
® TM -184
.>25
31 LOCK STILE REINFORCEMENT
111 -075
t
sheet 5a1 6 1
SEALANTS:
FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED
WITH WHITE COLORED SEALANT.
SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE.
HINGES;
7 -5/8° LONG ALUM BUTT HINGES, AT 11' FROM EACH END
AND ONE AT MIDSPAN OF LEAF.
LOCKS;
OPTION #t
STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR
AT EACH ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM
CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR
AT EACH ACTIVE LEAF LOCK STILE, 39 -1/2' FROM BOTTOM
MANUALLY OPERATED CONCEALED FLUSH BOLTS
AT TOP & BOTTOM OF EACH LEAF LOCK STILE
(4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS
OPTION #2
MULTI —POINT LOCK SYSTEM WTTH LEVER HANDLE LOCATED
AT 34 -1/2' FROM BOTTOM OF ACTIVE LEAF LOCK STILE
FASTENED WITH (2) #12-28 X 2 -1/4° OH MS
METAUJC STRIKE PLATE AT 34 -1/2' FROM BOTTOM
OF INACTIVE LEAF LOCK STILE FASTENED WITH
(3) #10 X 1/2' FH SMS
MANUALLY OPERATED CONCEALED FLUSH BOLTS
AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE
OPERATORS AT 10 -1/2° & 76 -1/2' FROM BOTTOM
FASTENED WITH (2) #8 -32 X 1/2' FH MS
(RLSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INBCMNE LEAFS
TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING)
FRAME TOP CORNER
SIDELITE CORNER
FRAME BOTTOM CORNER
PRODUCT RENEWED
so complying wife the NorM&
Enq OR. HUNAYOUN FAR000 IMMO Caie
STRUCTURES Aompfese No6LM3Z7Q2 `et
FIX PE ! 1e5N7 Effifsaw INN 92.12- Ii
Melee
drawing no.
R 4 200 ( w02-77
z
c'
a
gi
5
c R
s
8
a
sheet fI of 6