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RC-13-828 (2)Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-202345
Scheduled Inspection Date: November 04, 2013
Inspector: Rodriguez, Jorge
Owner: MERRILL, MARGUERITE
Job Address: 141 NE 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: RJ WALSH CONSTRUCTION
tswiamg uepartment comments
Permit Number: RC -4-13-828
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Addition/Alteration
1:2MON"i!Rl , 07M
Parcel Number 1132060131830
Phone: (301)401-7717
BRINGING UP TO CODE EXISTING ENCLOSED Infractio Passed Comments
TERRACE AND REPLACING WINDOWS AND DOORS I
INSPECTOR COMMENTS False
Passed ja
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP-189757. Must pass windows and
doors
November 01, 2013 For Inspections please call: (305)762.4949 Page 27 of 37
NOTICE OF COMMENCEMENTL f LLL L LLf ff L LLL LL fLLf f Lf L f
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. o TAX FOLIO NO. OR Bk 28730 Ps 1787x" QP9 )
RECORDED 0711112013 13231/17
HARVEY RUVINP CLERK OF COURT
STATE OF FLORIDA: MIAMI-DADE COUNTYP FLORIDA
COUNTY OF MIAMI-DADE: w LAST FATE
THE UNDERSIGNED hereby gives notice that Improvements will be m*'d�,t6 certain real
2. Description of Improvement: c! qU J2 g -i !t La ) 0 k�
a
3 Owners) name and address: /f9rr�%
Interest in property: e L1_
Name and address of fee simple titleholder.
4. Contractor's name, address and_phone r)umber P`
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. T
Name, address and phone number. t.� P L.- C� e0) 1 e
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 ers) or Owners)' ori ed Officer r/Partner/Manager, r
Prepared By Prepared By
Print Name Print Name
Title/Office Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The for oing instrument as acknowledged before me this ► day of_,�
BY
❑ Individually, o as for
ersonaliy known, or ❑ produced the following type of identrfi 'on:
Signature of Notary Public:
Print Name:
(S ON DD 9112V
VERIFICATION P U O EFLORIDAS aym�iu�.S�3
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.
Signature(s) of Owners) or Owner(s)'s Authorized cer/Director/Partner/Manager who signed above:
By By
12&01-b2 PAGE 3 3/10 41
�� �� Miami Shores Village
V\
u ding Department
4 °N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
UILDING 1
PERMIT APPLICATION
Permit Type: BUILDING
A
PR 72 2 �p,3
�J
FBC 20
Permit No.
Master Permit No.
V4
3
ROOFING
JOB ADDRESS: -/!!Y 1 _V ® �k 5 T
City: Miami Shores County: Miami Dade Zip:
Folio/Parcelk
Is the Building Historically Designated: Yes (NO Flood Zone:
,A- OWNER: Name (Fee Simple
City: MAA $Ari J�GDYpS state:
Tenanbl,essee Name:
Email: l)AA Vann e (Vj"( ((
r
CONTRACTOR: Company Name: l ��� a Phone#:
Address:
City:
Qualifier Name:
State Certification or Registration #: C r 6 F4L 7 Certificate of Competency #:
Contact Phone#:_Email Address:(T jT a�L ® ° 6
DESIGNER: Architect/Engineer: t7—/j z4 ? 1 j5j4/d j "I N Phone#: 9
Value of Work for this Permit: $Square/Linear Footage of Work:
Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace
Description of Work: ����/.O��iQ ®[ ��i ! ➢ . �i�
Color thru tele:
Submittal Fee $ Permit Fee $ CCF $� CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bondq$
Notary $ Training/Education Fee $ Technology Fee $ A
Double Fee $ Structural Review $ 1
TOTAL FEE NOW DUE $
❑Demolition
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
•7,ip ,
•r •
Zip.
.I
Application is hereby�Yobtain 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 no' hce 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.
r
Signature �. Signatyre
Owner or Agent Contractor
The fore ping instrument was acknowledged before e thi 'The foregoing instrument was acknowledged before me this
day of , 20/..3 , b�?kt44 day of IJ 20, by 1 Lr ij I
who is orally kn to me or who has produced who is ersonally 11—oW4 to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Print:
1/7/
My Commission Expires:-/-233/j-o/6
APPROVED BY
Fgp
AS
NOTARY PUBLIC:
Sign: 7 1ht
to r17: c_ Print: n! i f e u
N : •"'
Z dy , W My Commission ]
V%r .
%dye! •°e�y .. , g0 kF. ' �rY`
..,4
Plans Examiner
Structural Review
V "
(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
No* POD% State of Florida
Commission# EE 106109
My comm. expires June 23, 20'
Zoning
Clerk
SAG#6?$7418
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD $EQ#L12082102244
LICENSE NBR
08/21/2012.1120030650 CGC06072T - - --
44
KEN LAWSON
SECRETARY
FIRST-CLASS
U.S. POSTAGE I
PAID
MIAMI, FL
PERMIT NO. 231
423850-7 THIS IS NOT A BILL — DO NOT PAY
FF��ppt�Q
RENEWAL
BUJN5gfffAL %QfRUCTION INC STATEBE�GCC1329144675268-8
11440 SW 199 ST
33157 UNIN DADE COUNTY
OlVEJ WALSH CONSTRUCTION INC
'Yir9W6g2tTY BUILDING CONTRACTOR WORKE1/S
THIS 'IS ONLY A LOCAL
BUSINESS TAX RECEIPT. R
DOES NOT PERMIT THE
HOLDER TO VIOLATE ANY
EXISTING REGULATORY OR
ZONING LAWS OF THE
DO NOT FORWARD
COUNTY OR CITIES. NOR
PT THE
HOLDER �FRom`EMYOThTR
R J WALSH
CONSTRUCTION INC
T OR
PERMICENSE
TICS IS
RICHARD J
WALSH PRES
NOT A CERTIFICATION of
11440 SW
199 ST
THE HOLDERS OUALIFICA-
TIONS. MIAMI FL 33157
PAYtLBNT RECEIVED
UpaBp-DADE COUNTY TAX
""6
7/17/2012
60030000976
000075.00 1„11,,,1i,,,,r1,fJ►f►Itli�ti�I�,li,l,IlitlhtilJli,t39F
SEE OTHER SIDE
Report Viewer
r
Page 1 of 1
https://apps8.fldfs.com/crreportviewerlreportViewer.aspx?data.=kdvpginc9D7Q3gH6TER6... 6/10/2013
0612412013 13:48
Page 111
OP ID- TR
'4�,: �`'n� CERTIFICATE OF LIABILITY INSURANCE
°ATE 612411 W"
06!24113
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IM ORTANT: 9 the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the poky, certain policies may rewire an endorsement. A statement on this certificate does not confer rights to the
rtNicate holder In Rau of such endorsement(s).
PRODUCER 95"16-1800
LOUNIAL11
Roebuck Associates Insurance
Exchange LLC g54-616-188
5598 S University Drive,# 301
NA
No
L
gNa
Davie, FL 33328
Roebuck Associates
RJWAL-1
INSURERS) AFFORDING COVERAGE MAIC
PERSONAL & ADV INJURY $ 300,
mum RJ Walsh Construction, Inc.
INSURER A; Atlantic Casualty Ins. Co.
11440 SW 19987 Street
Miami, FL 33157
INSURERS:
INSURERC:
INSURER D :
INSURER E :
f nv=vAGIIC ['CRTII`y zLTn- mi nriARFR• R=%kv nm WInmar-P•
IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
ATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO MICH THIS
FICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
USIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
kAX
TYPE OF INSURANCE
NUM R
05/11/14$
LIMITS
NERAL LII SLnY
COMMERCIAL GENERAL LIABILITY
G pdNIS tv1ADE 1X OCCUR
L04OW20350
05/11/13
EACH OCCURRENCE $ 300,00
gp,04
MED EW (Any one person) $ 1,00
PERSONAL & ADV INJURY $ 300,
GENERAL AGGREGATE $ 600,00
GEM AGGREGATE LI IT APPLIES PER:
POLICY LOC
PRODUCTS - COMP/OP AGG $ 300,
$
AUTOMOBILE LIABILITY
ANYAUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
N AUTOS
COMBINED SINGLE LIMIT $
(Es accident)
BODILY INJURY (Per person) $
BODILY INJURY (Per accident) $
PROPERTY DAMAGE $
(Per acciderd)
$
UA1BrffiLLA LIAR
EXCESSLIAB
CLAIM
EACH OCCURRENCE $
AGGREGATE $
DEDUCTIBLEWORIKINNSVO
ON
$
EISA
AN[D EMPLOYERS' LIABILITY YIN
ANY PROPRETOPJPARTNERIEXEC UTWE
OFFICERIMESER EXC LUDED?
(Monftoiy In Ni)
Nt yes, describe order
N I A
TORY LIMITS ER
E.L. EACH ACCIDENT $
E.L. DISEASE - EA EMPLOYE $
E.L. DISEASE -POLICY LIMIT $
DESCRIPTION OF OPERATIONS I LOCATIONSI VEHICLES Wtoth ACWW 401, AdMonai Remarks Schedule, If more spat& is requires)
Miami Shores Village
Building Dept.
10050 NE 2nd Ave.
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE MALL BE DELIVER N
ACCORDANCE VNTH THE POLICY PROVISIONS.
AUTHORIZED REPIESENTATAIE - —
W Tatra-auu9 ACORO CORPORATION. All rights
ACORD 26 (2.009/09) The ACORD name and logo are registered marks of ACORD
JCD ARCHITECT, INC
...
1385 CORAL WAY 5U # 207
MIAMI, FL 33145
Marguerite Merrill
141 N.E. 102 Street
Village of Miami Shores, FL 33138
Process# WS 13-828
June 17, 2013
Building:
A.A. #Z60O1 560
TEL # (305)285-4343
FAX # (305)285-4330
Answers to Comments
1. Ok, the Building was built in 1940 and we don't know if insulation was required, the
A/C program doesn't run if we don't input min. insulation. The building insulation or
lack of it should be "Grandfathered -in". This is not a major or "substantial"
renovation, therefore exist. building is not required to comply whoday's FBC.
2. Permit application should be requested by Elect. Sub -contractor.
Structural:
1. All sizes, wind pressures and NOA for window, door and Mullions WERE
SPECIFIED in the plans submitted to you previously. The Mullion pressure is the
same than the window pressure —since both windows are the same. For your
convenience we put the Mullion Pressures next to the Mullion info on A-3.
2. Concrete grout is fine (>2'), and complies w/AISC-13 as specified on Col Det S-1.
3. Complete Struct. Specs for CMU, Cone. And Steel Struct. on new Sh. S-1.
4. Exist. Roof Lay -out incl. Gray. & Wind Loads, NOA's, Nailing Pattern , etc was
shown on Sh. A-2, now shown on new S-1.
5. NOA's were submitted on 04.12.13, submitted againl
Electrical:
1. New Arc -Fault & Outlet spacing per NEC 210.12 [A] [B] & 210.70 provided.
JUAN DAVID -0015344
FULL ARCHITECTURAL SERVICES as RESIDENTIAL cog COMMERCIAL ca CUSTOM DE51GN ca LEED CERTIFICATION
JUANCDAVIDQJCDARCHITECT.COM
"Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
June 5, 2013
Permit No: RC13-828
Building Critique Review
1. The energy calculations provided are for the whole building. The energy
calculations indicate that the existing walls are insulated to R-4.1, That must be
verified in the field.
2. Provide permit application for electric. G_C - 140tp-r 5,JPy-_
Structural Crlttaue Review
1. On the elevation, specify the sizes, wind pressures and the NOA's of the
doors/windows/mullion's/shutters (as the case may be)
2. What is the protection of the steel column when it gets embedded in the
concrete? Instead you may choose to place the base plate on top of the
concrete.
3. Provide -concise structural -notes to include: design toad criteria, -code-references
(FBC, structural steel, concrete specs for material used, and shoring notes.
4. Provide roof layout at the enclosure. Specify the gravity & wind uplift reactions of
joists, model#, NOAs, nailing schedules of hurricane straps.
5. Provide copies of the strap NOAs.
Electrical Crltlaue Review
1. N. E. C. 210.12[B] arc fault, 210.52 [A] [B] required receptacles and spacing.
210.70.
Norman Bruhn CBO
305-762-4859
Plan review is not complete, when all items above are corrected, we will do a co plete
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.
A-5
(N)
J
PORCHlJB
215 S.F.
A-10
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E
A-10
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A-6 20A C , U 6#12
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iIS ELECTRICAL DESIGN CONSIS�
JD RECEPTACLES ADDED TO
LIGHT FIXTU RES
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IIS MECHANICAL WORK CONSIST :
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• PORCH
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miam'! Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No:
527/13 Structural Critique Sheet
i b Pl -r+ii✓ L C,6VA °i►arV , % Pee=i
P —rki C 3 tomes / W a -tj J
Page 1 of 1
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to O0� `7 SNCi:A�v�1 � � yIeAAvI /
i��1nLl� Not 4, wa-t-ib fa,s-gvk5 r-ro `r siiv4he9 e AAA- -2-
STOPPED REVIEW
Plan review Is not complete, when all items above are corrected, we will do a 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.
Mehdi Asraf
Miarhi shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
July 3, 2013
Permit No: WS13-828
Building Critique Review
1. The enclosure must comply with FBC Energy 401.2. If performance calculations
(FBC Energy 405) will be performed on the whole house then the whole house
must comply. If calculations are performed on the enclosure only then that area
must comply. If the prescriptive method will be used then the insulation must
meet the minimum from table 402.1.1.
2. Provide energy calculations that comply with FBC Energy 401.2
3. Provide an electrical permit application.
Norman Bruhn CBO
305-762-4859
Plan review is not complete, when all items above are corrected, we will do a 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.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
JUNE 26, 2013
Permit No: WS13-828
Structural Critique — Syed Ashraf
2 REVIEW 06/26/2013
1. STILL NOA# AND WIND PRESSURES NOT SPECIFIED ON A-2
Plan review Is not complete, when all items above are corrected, we will do a 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.
Miami Shores Village
Building Department
RECEIPT
PERMIT#:qUJSI DATE:
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
(NAME)
Contractor
❑Owner
❑ Architect
Picked 42�ets f mother)ID N�i.%C
Address: I `4 r f ".1 r, — I 0 '-�z c >—c
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.
Acknowledged by:
(Signature)
PERMIT CLERK INITIAL: 0 2��
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
MiaMi Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
June 5, 2013
Permit No: RC13-828
Buildina Critique Review
1. The energy calculations provided are for the whole building. The energy
calculations indicate that the existing walls are insulated to R-4.1. That must be
verified in the field.
2. Provide permit application for electric.
Structural Critique Review
1. On the elevation, specify the sizes, wind pressures and the NOA's of the
doors/windows/mullion's/shutters (as the case may be)
2. What is the protection of the steel column when it gets embedded in the
concrete? Instead you may choose to place the base plate on top of the
concrete.
3. Provide concise structural notes to include: design load criteria, code references
(FBC, structural steel, concrete specs for material used, and shoring notes.
4. Provide roof layout at the enclosure. Specify the gravity & wind uplift reactions of
joists, model#, NOAs, nailing schedules of hurricane straps.
5. Provide copies of the strap NOAs.
Electrical Critlaue Review
1. N. E. C. 210.12[B] arc fault, 210.52 [A] [B] required receptacles and spacing.
210.70.
Norman Bruhn CBO
305-762-4859
Plan review is not complete, when all items above are corrected, we will do a 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.
Miami Shores Village
Building Department
RECEIPT
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
1 �—
PERMIT #: ;J 2 1 V DATE:
rM(
V (NAME)
❑ Contractor
Owner
❑ Architect n� /
Picke �.o lans an�(o �r)
Address: J ��
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.
Acknowledged by:
(Signature)
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
May 2, 2013
Permit No: WS13-828
Building Critique
1. The plans submitted do not describe the work being performed.
The Village records show this area as a screen porch. The scope
of work is an addition of living space. Provide a complete set of
plans that shows all the required work. Electrical, mechanical,
energy calculations, heat loads, ect.
2. All existing structural elements being altered or having an additional
load must comply with the Florida Building Code. Any existing
components to be used in the new construction including the
foundation must be field verified.
REVIEW STOPPED.
Norman Bruhn CBO
305-762-4859
Norman Bruhn CBO
305-762-4859
Plan review is not complete, when all items above are corrected, we will do a 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.
Miami shores Village
Building Department
RECEIPT
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
PERMIT #:I �x U DATE:almo
Contractor
❑ Owner
❑ Architect
Picked se s of plans and er)
Address: 144 m
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.
1.
Acknowledged by: If
(Signature)
PERMIT CLERK INITIAL:
RESUBMITTED DATE: D/ 14)'1
PERMIT CLERK INITIAL:
JCD ARCHITECT, INC
1385 CORAL WAY 51.1 # 207
MIAMI, FL 33145
Marguerite Merrill -
141 N.E.102 Street
Village of Miami Shores, FL 33138
Process# W 13-828kk
A.A. #26001 560
TEL # (305)285-4343
FAX # (305)285-4330
savers to Comments
T'r'Affimb. IrJ
Sdv
1. Ok, NOA number and wind pressures are shown on sheet A-2
Building
1. Ok, calculations were performed on the enclosure only. See Energy Calculations
attached.
2. Ok, Energy Calculations provided, see them attached.
3. Ok, Electrical permit application provided.
FULL ARCHITECTURAL SERVICES ca RESIDENTIAL es COMMERCIAL co CUSTOM DESIGN ea LEED CERTIFICATION
JUANCDAVIDQJCDARCH ITECT.COM
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
July 3, 2013
Permit No: WS 13-828
Buildina Critique Review
1. The enclosure must comply with FBC Energy 401.2. If performance calculations
(FBC Energy 405) will be performed on the whole house then the whole house
must comply. If calculations are performed on the enclosure only then that area
must comply. If the prescriptive method will be used then the insulation must
meet the minimum from table 402.1.1:
2. Provide energy calculations that comply with FBC Energy 401.2
3. Provide an electrical permit application.
Norman Bruhn CBO
305-762-4859
Plan review is not complete, when all items above are corrected, we will do a 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.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
JUNE 26, 2013
Permit No: WS13-828
Structural Critlaue — Syed Ashraf
2 REVIEW 06/26/2013
1. STILL NOA# AND WIND PRESSURES NOT SPECIFIED ON A-2
Pian review is not complete, when all Items above are corrected, we will do a 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.
FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Merril Residenoal
Builder Name:
Street: 141 NE 102 ST
Permit Office: Miami Shore
City, State, Zlp: Miami, FL, 33138-
Permit Number.
Owner. Ms. Marguerite Merril
Jurisdiction: 232600
Design Location: FL, Miami
1. New construction or existing
Existing (Projecte
9. Wall Types (228.0 sgft.)
Insulation Area
2. Single family or multiple family
Single-family
a. Concrete Block - Int Insul, Exterior
R=6.0 228.00 ft'
b. N/A
R= f12
3. Number of units, if multiple family
1
c. N/A
R= tta
4. Number of Bedrooms
1
d. N/A
R= fts
5. Is this a worst case?
No
10. Ceiling Types (215.0 sgft.)
Insulation Area
a. Cathedral/Single Assembly (Unvented) R=30.0 215.00 ft'
6. Conditioned floor area above grade (ft)
215
b. N/A
R= ft2
Conditioned floor area below grade (ftp
0
c. N/A
R= ft2
11
R
7. Windows(147.5 sgft.) Description
Area
Sup: Attic, Ret: Attic,j AH: RoomslnBlock1 6 50
a. Su
a. U -Factor. Sgl, U=0.65
147.50 ft'
SHGC: SHGC=0.30
b. U -Factor. N/A
if
12. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
42.0 SEER:16.00
c. U -Factor N/A
ft'
SHGC:
13. Heating systems
kBtu/hr Efficiency
d. U -Factor. N/A
ft'
a. Electric Strip Heat
23.8 COP:1.00
SHGC:
Area Weighted Average Overhang Depth:
1.000 ft.
Area Weighted Average SHGC:
0.300
14. Hot water systems
a. Electric
Cap: 50 gallons
8. Floor Types (215.0 sgft.)
Insulation Area
EF: 0.900
a. Slab -On -Grade Edge Insulation
R=0.0 215.00 ft2
b. Conservation features
b. N/A
R= ft'
None
c. N/A
R= ft'
15. Credits
Pstat
Glass/FloorArea: 0.686
Total Proposed Modified Loads: 13.68
PASS
Total Standard Reference Loads: 18.15
1 hereby certify that the plans and specifications covered by
Review of the plans and
O& 111E Sr916`
this calculation are in compliance with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance
y��„ ' a = = ,.•`` �+�
with the Florida Energy Code.
i r���e,'•- •�,''� O
PREPARED BY:.
Before construction is completed
r
DATE: fill
this building will be inspected for
compliance with Section 553.908
„
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
Cob
with the Florida Energy Code.
WB"f4�
OWNER/A95tTj, , �
tri,
BUILDING OFFICIAL:
DATE: JJ LLtuli
- Compliance requires certification by the air handier unit manufacturer that the air handler enclosure
qualifiies as certified factory -sealed In accordance with 403.2.2.1.1.
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5
7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
PROJECT
Title:
Building Type:
Owner.
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/E)asting:
Comment
Merril Residencel
FLProp2010
Ms. Marguerite Merril
1
Miami Shore
232600
Single-family
Existing (Projected)
Bedrooms: 1
Conditioned Area: 215
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Lot #
BlocIdSubDivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
141 NE 102 ST
Dade
Miami ,
FL, 33138-
CLIMATE
!
V Design Location
IECC Design Temp
TMY Site Zone 97.5% 2.5%
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Miami FL MIAMI INTL AP 1 51 90
70
75 149.5
56 LOW
BLOCKS
Number
Name
Area Volume
1
Blockl
215 1720
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms
InfilID Finished Cooled Heated
1
RoomslnBlockl
215 1720 Yes 1
1
1 Yes
Yes Yes
FLOORS
#
Floor Type
Space Perimeter R -Value
Area
Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio RoomslnBloc kl 72.5 ft 0
215 ft'
1 0 0
ROOF
#
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1
Flat Composition shingles 216 fr 10 fta Medium
0.96
No 0.25
No 2 4.8
ATTIC
V #
Type
Ventilation Vent Ratio (1 In)
Area
RBS IRCC
1
No attic
Unvented 0
215 ft'
N N
CEILING
#
Ceiling Type
Space R -Value Area
Framing Frac
Truss Type
1
Cathedral/Single Assembly (UnveRednsinBlockl 30 215 ftz
0.11
Wood
7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5
WALLS
AdjacentSpate
# Omit Tio W.81! Two
Cavity Width Height Sheathing Framing Solar
Below
1 N Exterior Concrete Block - Int InsitoomslnSloc 6 26 6 8 0 212 f12 0.05 0 0.05
2 E Exterior Concrete Block - Int InsdRoomslnBioc 6 2 0 8 0 16 ft' 0.05 0 0.05
0
0
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall
V # Omt ID Frame Panes
Overhang
NFRC U-Factor SHGC Storms Area Depth Separation Int Shade
Screening
1 N=>N 1 Metal Single (Clear)
2 N=>N 1 Metal Single (Clear)
3 E=>E 2 Metal Single (Clear)
Yes 0.65 0.3 N 115.6250 1 ft 0 in 0 ft 6 in HERS 2006
Yes 0.65 0.3 N 22.5 f12 1 ft 0 in 0 ft 6 in HERS 2006
Yes 0.65 0.3 N 9.375 fe 1 ft 0 in 0 ft 6 in HERS 2006
None
None
None
INFILTRATION
# Scope Method
SIA CFM 50 ELA EgLA ACH ACH 50
1 BySpac es Proposed SLA 0.000360 203.02 11.145 20.960 0.2484 7.0821
HEATING SYSTEM
# System Type
Subtype Efficiency Capacity Block
Duds
1 Electric Strip Heat
None COP:1 23.8 kBtu/hr 1
sys#1
COOLING SYSTEM
# System Type
Subtype Efficiency Capacity Air Flow SHR Block
Duds
1 Central Unit
Split SEER: 16 42 kBtu/hr 1260 cfm 0.75 1
sys#1
HOT WATER SYSTEM
# System Type SubType
Location EF Cap Use SetPnt Conservation
1 Electric None
RoomslnBlock10.9 50 gal 40 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None
ft2
DUCTS
/ — Supply —
�/ # Lotion R-Value Area
— Return — Air Percent HVAC #
Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool
1 Attic 6 50 ft'
Attic 0 fe DSE=0.88 RoomsinBI 0.0 cfm 0.00% 0.00 0.60
1 1
7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5
7/1012013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
TEMPERATURES
Programabl(e Thermostat: Y
Ceiling Fans:
HeatingX Jan
Feb
pQ(CJ]
Lxl Mar
Xf
[Xj�y
((XX]]
(X] Jun
Jul
[[XX]]
[Xj Aug
[[XX��
[X]
gip(
nn Oct
Nov
X Nov
DO Dec
Dec
Venting [[�X]] Jan
[[�Xll Feb
L[�Xll Mar
[[fix]]
[xl
[[�xll Jun
Jul
[[XX]] Aug
[[�Xll
Sep
[X]
[[�Xll
[xJDec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Cooling (WD)
80
80
78
78
78
78
78
78
78
8
78
78
PM
Cooling (WEH)
AM
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
Heating(WEH)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
7/1012013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 141 NE 102 ST PERMIT #:
Miami, FL, 33138 -
MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details.
COMPONENT
SECTION
SUMMARY OF REQUIREMENT(S)
CHECK
Air leakage
402A
To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required.
Fireplaces: gasketed doors & outdoor combustion air. Must complete
envelope leakage report or visually verify Table 402.4.2.
Thermostat &
403.1
At least one thermostat shall be provided for each separate heating
controls
and cooling system. Where forced -air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts
403.2.2
All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3
Building framing cavities shall not be used as supply ducts.
Water heaters
403.4
Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric) or shutoff (gas). Circulating system pipes insulated to =
R-2 + accessible manual OFF switch.
Mechanical
403.5
Homes designed to operate at positive pressure or with mechanical
ventilation
ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawispaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools
403.9
Pool pumps and pool pump motors with a total horsepower (HP) of =1
& Spas
HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
t f
other means proven to reduce heat loss except if 70% of heat from
�J
site -recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency --78% (82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating
403.6
Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
equipment
occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat >10kW must be divided into two
or more stages.
Ceilings/kneewalls
405.2.1
R-19 space permitting.
7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX" = 75
The lower the EnergyPerformance Index, the more efficient the home.
141 NE 102 ST, Miami, FL, 33138-
1.
313&1. New construction or existing Existing (Projects 9. Wall Types Insulation
2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=6.0
b. WA R=
3. Number of units, if multiple family 1 c. WA R=
4. Number of Bedrooms 1 d. WA R--
5.
=
5. Is this a worst case? No
6. Conditioned floor area (ft) 215
7. Windows" Description
a. U -Factor. Sgi, U=0.65
SHGC: SHGC--0.30
b. U -Factor. WA
SHGC:
c. U -Factor. WA
SHGC:
d. U -Factor: WA
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types Insulation
a. Slab -0n -Grade Edge Insulation R=0.0
b. WA R--
c.
=c. WA R=
10. Ceiling Types Insulation
a. Cathedral/Single Assembly (Unvented)R=30.0
b. WA R=
Area c. WA R=
147.50 fta 11. Duds
a. Sup: Attic, Ret: Attic, AH: RoomslnBlock1
fta
fta
fta
1.000 it
0.300
Area
215.00 fta
fta
fta
12. Cooling systems
a. Central Unit
13. Heating systems
a. Electric Strip Heat
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: // Date: JUL 112013 1
Address of New Home: / A+f, � � eW r Cdy/FL Zip: Ml 15 jq05
�0 I 3d
Area
228.00 fta
fta
fta
fix
Area
215.00 fta
fta
fta
R fta
6 50
kBtu/hr Efficiency
42.0 SEER 16.00
kBtu/hr Efficiency
23.8 COPA.00
Cap: 50 gallons
EF: 0.9
Pstat
�ZKE S7A
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
`Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
JCD ARCHITECT, INC A.A. #26001 560
1385 CORAL. WAY 5U # 207 TEL # (305)285-4343
MIAMI. FL 33145 FAX # (305)285-4330
STRUCTURAL CALCULATIONS:
PROJECT:
MARGUERITE MERRILL
141 N.E. 102 STREET
VILLAGE OF MIAMI SHORES
FLORIDA 33138
Content...............................................................................page #
1: Lateral load on footing..........................................................1
2: Presumptive load-bearing values.............................................2
a U. -
Juan David
# 15344
Date: MAY 2 3 2093
FULL ARCHITECTURAL SERVICES cs RESIDENTIAL cz COMMERCIAL cs CUSTOM DE51GN co LEED CERTIFICATION
J UANCDAVI D@JCDARCH ITECT.COM
v
i
Project: M A-a&A c-r:r-
Designer: PA IV G • Date: 97--11-2'a 17a
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2110 FLOMA Q CM— 6i1Ai, Na
JCD ARCHITECT, INC
1385 CORAL WAY 5U # 207
MIAMI, FL 33145
A.A. x'26001 560
TEL # (305)285-4343
FAX # (305)285-4330
STRUCT PW CALCULATIONS:
PROJECT:
MARGUERITE MERRILL
141 N.E. 102 STREET
VILLAGE OF MIAMI SHORES
FLORIDA 33138
Content...............................................................................page #
1.-
2.-
3.-
8x12 Conc. Beam & Footing Design......................................1
Conc. Beam Reactions.....................................................2, & 3
Cone. Beam up-lift..........................................................4, & 5
FULL ARCHITECTURAL 5ERVICE5 as RE51DENTIAL ca COMMERCIAL ce CUSTOM DESIGN as LEED CERTIFICATION
JUANCDAVID®JCDARCHI iECT.COM
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Designer. Wr,4 . Date:
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Title: Job #
Dsgnr. Bate. 1:57PM, 12 APR 13
DescriPtlon :
Scope:
u udv- �5 v�sao, oe�-2na� Mulfi4! 11 Pap 1 Concrete Beam
ta��-�En�eca�c s•e Pa rrom.�w:cn
Description Concrete beam DL+LL
General Information
BUDOP
9.0n
Code Ref: ACI 31842,1997. UBC, 20031BC, 2003 NEPA 5000
Fy
60,000.0 psi
Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20
Pc
3,000.0 psi
Stirrup Fy
40,000.0 psi ACI Live Load Factor 1.60
Concrete Member Information
.
aff Dep
2.50in
Description
2.50in
SAN 1
SPAN 2
SPAN 3 SPAN 4
Span
ft
6.58
6.67
6.67 6.67
Beam Width
in
8.00
8.00
8.00 8.00
Beam Depth
in
12.00
12.00
12.00 12.00
End Fbdty
Using Live Load This Span ??
Pin -Pin
Pin -Pin
PWPin Phi -ft
Rehfordng Center
Arm
0.621n2,
0.62in2
0.621n2 0.621n2
Shear Stirrups
Stirrup Rebar Area
BUDOP
9.0n
9.5Wh
9.50in '
9.50in
Left
Ame
0.62In2
0.621n2
0.621n2
0.62in2
.
aff Dep
2.50in
2.50tn
2.50in
2.501n
Right
Am
0.621n2
0.62in2
0.62in2
0.621n2
Spacing @ .6*L
In
2.50in
2:50h
2.501n
2.50tn
Loads
in
Not Req'd
- Not Req'd
Not Req'd
Not Raga
Using Live Load This Span ??
No
Yes
Yes
Yes
Dead Load
kilt
' 0.322
0.322
0.322
0.322
Live Load
k/ft
0.200
0.200
0.200
0.200
Results
Beam OK
Beam OK
Beam OK
Beam OK
Wnax @ C*
k -ft
1.07
1.48
1.03
2.45
Q X =
2.37
3.29
3.16
4.05
Mn `Phi
k
23.98
23.96
23.96
23.96
Max ® Left End
k ft
0.00
2.39
-2.51
-3.30
Mn'* Phi
k ft
23.96
23.96
23.96
23.98
Max @ Right End
k -ft
2.39
2.51
-3.30
0.00
Mn * Phi
k -ft
23.96
23.96
23.96
23.96
Bending OK
Bending OK
Bending OK
Bending OK
Shear @ Left
k
0.91
2.34
2.24
2.85
Shear @ Right
k
1.63
2.37
2.48
1.86
Reactions & Deflections
DL @ Left
k
0.83
2.43
2.00
2.45
LL a Left
k
-0.05
0.66
1.38
1.49
Total 0 Left
It
6.78
3.09
3.38
3.94
DL @ Right
k
2.43
2.00
2.45
0.84
LL Q Right
k
0.66
1.38
1.49
0.53
Total @ Right
k
3.09
3.38
3.94
1.37
MwL Deflection
In
-0.001
-0.002
-0.001
-0.003
@x=
ft
2.72
3.33
3.11
3.74
Inertia: Effective
in4
1,152.00
1,152.00
1,152.00
1,152.00
Shear Stirrups
Stirrup Rebar Area
h2
. 0,220
0.220
0220
0.110
Spada @ Left
In
Not Req'd
-Not Req'd
Not Req'd
Not Req'd
Spacing Q .2*L
In
Not Req'd
Not Req'd
Not Req'd
Not Raga
Spacing @ .4*L
In
Not koq'd
Not Req'd
Not Req'd
Not Req'd
Spacing @ .6*L
In
Not Req'd
Not Req'd
Not Rsq'd
Not Req'd
Spacing @ .8*L
in
Not Req'd
- Not Req'd
Not Req'd
Not Raga
Spada @ Right
Inj
Not Req'd
Not Req'd
Not Req'd
Not Req'd
M
r . �
Title: Job S
Osgnr. Onto: 1:57PM, 12 APR 13
Description.
Scope:
aW)I4 na � v�5.e.o,t-uec-2oa� Mulfi-Si 811 Concrete Bea SW=Mi Page 2
tcy19B3-moi EN.c nB soRm�me p stare+iiteew:c4adware
OmripHon . Concrete beam DL+LL
vaiu"
aeon
ft
0.00
0.00
0.00
0.00
Moment
k ft
0.0
2.4
2.5
-3.3
Shear
k
0.9
2.3
2.2
2.9
Deflection
in
0.0000
0.0000
0.0000
0.0000
Me: Job #
Dsgnr• Date: 1:58PM, 12 APR 13
Description:
Scopo:
Mulfi4pan Concrete Beam page 1
Descrlpflon
Loads
using Live r•oaa i nns span
zr
Yes
Yes
Yes
General information
Dead Load
kit
-1.57 '
Code Ref: ACI 31W 1997 USC, MW IBC, 2M NFPA 5000.
Fy
60,000.0 psi
Spans Considered Continuous Over Supports ACI Deed Lel Factor 1.20
fc
3,000.0 psi
Stirrup Fy
40,000.0 psi ACi Live Load Factor 1.00
Concrete Member Information
Dead Load
k/ft
-4.67
Description
SPAN t
SPAN 2
SPAN 3
SPM 4
Span
ft 6.58
6.67
6.67
6.67
Beam Wkb
in 8.00
8.00
8.00
8.00
Bram Depth
in 12.00
12.00
12.00
12.00
End Fbdty .
Pin -Pin
Pin -Pin
Pin -Pin
Pin -Pin
Reinforcing Canter
Ame 0.621n2
0.621n2
0.62fn2
0.621n2
BwDepth
9.501n
9.50in
9.50in
9.50ln
Left
Am 0.621n2
0.621n2
0.62in2
0.62in2
OWDOPM
2.50in
2.50in
2.50in
2.501n
RightAfaM0.62M2
k -ft
0.821n2
0.62in2
0.62bn2
3.77
2.50in
2.50in
2.50in
2.50in
Loads
using Live r•oaa i nns span
zr
Yes
Yes
Yes
Yes
Dead Load
kit
-1.57 '
4.67
-3.59
-5.53
Live Load
kift
-0.611
-0.611
-0.611
-0.611
Dead Load
k/ft
-4.67
-3.59
-5.53
-2.90
Live Load
Wilt
-4.87
-3.59
-5.53
-0.519
Stant
ft
0.000
0.000
0.000
2.800
End
ft
0.000
0.000
0.000
6.670
Results
IrA
Beam OK
Beam OK
Beam OK
Beam OK
Mmax C Cntr
k-
-2.01
-1.10
-0.73
-3.71
@x=
ft
2.54
3.65
2.85
4.09
Mn *Phi
k
23.96
23.96
23.96
23.96
Max @ Left End
k -ft
0.00
2.92
1.72
3.77
Mn * Phi
k ft
23.96
23A6
23.96
23.96
Max @ Right End
kai
292
1.72
3.77
0.00
Mn * Phi
k -ft
23.96
23.96
2326
23.96
Sending OK
Bending OK
Bending OK
Sending OK
Shear 0 Left
k
1.57
2.22
1.73
3.19
Shear @ Right
k
2.45
1.86
2.35
2.90
Reacdons & Deflections
LLQ Left
k
-1.57
-4.67
-3.59
-5.53
Total @ Left
k
-1.57 '
4.67
-3.59
-5.53
DL @ Right
k
MOO
0.00
0.00
0.00
LL @ Right
k
-4.67
-3.59
-5.53
-2.90
Total 0 Right
k
-4.87
-3.59
-5.53
-2.90
Max. Defkodion
in
0.003
0.001
-0.001
0.007
@X=
ft
2.80
3.65
5.65
3.74
Inertia.: Effective
IrA
1,152.00
1,152.00
1,152.00
1,152.00
M
Me: Job #
Dsgnr. Dain: 1:5813M, 12 APR 13
Description:
scope:
50000 use KtlV-08 EN16 Ver5.8.0,,-ueo-2oa� Mulfl-S„an Concrefie Beam P� 2
(cit EN�CAI.0 Engbreerhm So$vrare P alae trmdedr:4:aleutat�re
Description Concrete beam
Shear Stirrups
S*njp Rebar Area
int
0.110'
0.220
0.220
0.220
Spacing Q Left
in
Not Req'd
Not Req'd
Not Req'd
Not Req'd
Spacing @,2'L
in
Not Req'd
Not Req'd
Not Req'd
Not Req'd
Spacing @ .4•L
In
Not Req'd
Not Req'd
Not Req'd
Not Req'd
Spacing a .861-.
in
Not Raga
Not Raga
Not Req'd
Not Req'd
Spacing a .8'L
in
Not Req'd
Not Req'd
Not Req'd
Not Req'd
Spacing @ Right
in
Not Req'd
Not Req'd
Not Req'd
Not Req'd
Qu® Values
Dation
ft
0.00
0.00
0.00
0.00
moment
k -ft
0.0
2.9
1.7
3.8
Shear
k
-1.6
2.2
-1.7
-3.2
Deflection
in
0.0000
0.00OO
• 0.0000
0.0000
ALUM. 0QT�Lia tint`7
Doc v-
MIAM""19 COUNTY. FLORIDA
PRODUCT CONTROL SECTION
D1WART Wff OF 1%RMTrMG, E NMONNBW, Y 11 5 SW 26 Street, Room 208
AWAIRS (PERA) Mod, Flora 33175-2474
BOARD AND CODS ANiNMUMSATION DIVISION T (786) 315-2590 F (986) 315--2599
NOTICE OF ACCEPTANCE OA
onnv
It C. Aduni aani Industries, Ina.
=5 NW 78e Ave U lu
Mtamk FIG 33122 APR 102 IL013
PE:
This NOA is being issued under the applicable rules and reguladons governing use of coon
materials. The cl mmentation submitted has been reviewed and aid by Miami -Dade County PERA-
Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority
Having Jurisdiction (MU).
This NOA shall not be valid after the exp ution date stated below. The Miami -Dade County Product Control
Section On Miami -made County) and/or the AW (in atmos other *am Miami -Dade Cowmy) 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 maturer, the manu£tature r will incur the expense of such testing and the AM may
immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. PMA
reserves the right to revoke this if it is determined by Miami Dade County Product Control
Section that flus product or material fads 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:
. _:
APPROVAL DOCUdV!>l W— Drawing No. W" -N, titled "Series PM45 Alum. Entrance Icor (L.M.I.r,
sheets 1 through 10 of 10, dated 05/09104, prepared by AL-Famoq Corporation, with luted revised -r dated
03121/12, signed and sealed by Javad Ahmad, P. E., ming the Miami Made County Product Control
Revision stamp with the Notice of Acceptance number and Expiration date by the Miam Dade County
Product Control Section.
MNMX IWACT RATING: gd Rnf�jp �
LABELING: Each unit shall box a permanent label with the mans nqrna or logo, city, state, series
and following statement "Miami -Dade County Product Control Approved" unk m otherwise nood herein.
RENEWAL of this NOA shall be considered d Wr a renewal application has been foiled and there has bens
no change in the applicable building code negatively affecting the performance of this producL
Tll<RNIRITATION of this NOA will occur after the wMiration date or V there has been a revision or change
in the materials, use, and/ or manufe of the product or process. Misuse of this NOA as an endorsentent
Of any product; for =16% advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA sleil be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -lam County, Florida, and
followed by the expiration date may be displayed in advertising literature. If my portion of the NOA is
displayed, then it shall be done in its entity.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manu&cturer or its
distributors and shall be available for inspection at the job site at the request of tle Building official.
This NOA revises NOA No. 09-0630.07 and consists of this page 1, evidence pages 13--1 and E-2, as well as
approval document mentioned above.
The submitted docaunentation was reviewed by 3'aime D. Gascon, P. Ili.
41
Maw t,:io
(o tt�
Pagel
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submided oder prevbw NOA -s N& Is "-#M03 and 014613.07)
2. Drawing No. W04-37, titled "Series RD45 Alum. Fa tmee Door (L.Ml.)", sheets 1
through 10 of 10, dated 05/09/04, prepared by AL Farooq Corporation, with latest
revisal "E" dated 03/21/12, signed and sealed by Javed Ahmad, P. E.
B: TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 20294
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 20394
6) Famed. Entry Test, Side-Ifted Door Systems, per FBC
2411.3.2.1, TAS 202-94 and per A,AM+1A 130442
along with marked up drawings and installation diagram of aluminum outswing door,
prepared by -Fenestration Testing Laboratory, Inc., Test Reports No.'s:
1. FTL -3390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E.
(Submitted underprevli w NOA N& 4-W3.n
2. -FTI.-4154, FTL-4155 and FTIAl", dal 03/24/04, 03/30/04 and" 03/31/04,
all signed and sealed by Edmundo Largaespada, P. E.
(Submttted widerpreWom NOA Na "-0"&03) -
C. CALCULATIONS
Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by AL-Farooq Corporation, dated 03/27/12, signed and sealed by Javad
Ahmad, P. E.
L Glazing complim with ASTM E1300-04
D. QUALITY ASSURANCE
L /Miami -ode Department of Permitting, Environment ad Regulatory Affairs
(PERA).
E. MATERIAL CERTIMCATIONS
1. Notice of Act No. 11-U624.01 issued to E.1. DuPont DeNemours A Co., Inc.
for •their "DuPont Butael" PVB Interlayer" dated 09/08/2011, expiring on
12/11/2016.
Jaime D. Gaon, PP L
Product Control Skdm Supen4sor
NOA No. 12-0410.18
Expiration Dates August 19, 2014
Approval Date: June 14, 2012
MM
F. STATEMEIM
I. Statement letter of no financial interest, conformance and compliance with the
M-2010, dated 03106112, signed and sealed by Javad Ahmad, P. E.
2.. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for
Test Roports No.'s:
I. FTi,-5390, dated 02/18/08, signed and sealed by. Carlos S. Rionda, P. E.
(Submitted under previous NOA Na 08-0613.0;
11. FT"154,FM-4155 and FTL4166, dated 03/24/04, 03/30/04 and 03/31/04,
all signed and seeded by Edmundo Le'B Pada, P. E.
(SubmFfed under previous NOA No. 044M 03)
3. Proposals issued by Product Control:
L No. 07--2426, dated 05/08/07, signed by Ishaq Chanda, P. R
(Submitted render previous NOA No. 08--9613.07)
II. Dated 07/18/06, signed by Jaime D. -Gascon, P. E.
(Submitted underpreWous NOA No. 08-"13.07)
III. Dated 12/03/03, signed by -Jaime D. Gascon, P. E.
(SubinfiW anderpreviousNOAN& 04-0608.03)
G. OTHERS
1. Notice of Ace No. 094630.07, issued to RC. Aluminum Industries, Inc., for
their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom &
sidehiim -.1-M.I.", approved on 08/05/09 and expiring on 08/19/14.
Jm me D. Gascon, P.IL
,
Product COMM Sectim Super wr
NOA No.12-04]0.18
Expimdon Date: Augast 19, 2014
Approval Dam Jona 14, 2012
E-2
3ERIIIB RD4B
ALUMINUM OUTMMr, ENTRANCE DOOR
SINGLE OX AND DOTE ()OI} LEAF DWAS W/0 rR H SEE ABOVE.
SINGLE 0/II) Atm DOUBLE (0/xxy LEAF DOORS WTM TRANSOMS SEE SHEET 2.
SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE BMW &
LOWER VAUR9 FROM SIDELITE CAPACITY OkART OR DOOR CAPACITY WILL.
APPLY TO ENTIRE SYSTEM.
Wm/S" #aim
<<y INI
ry��ruur�INTO Un
THE PRODUCT HAS BEEN DESIGNED AND TWO TO COMPLY WRH THE
REQ1.11REMUM OF W FLORIDA
INJtDWJYO ZONE (IIYFRF. BUILDING CODE DiCWOINO I= VELWITY
19Y OR 20Y ll 8UCH8 BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOAD TO THE liTWICYUM
SHALL BE AS LISTED. SPAM AS SHOWN ON DETAILS. AIR;fM
EMBEDIAENT TD BASE MATERIAL DWI K BEYOND WALL DING OR STUCCO.
AMI AING OR LOADING CONDITION HOT SHOWN IN THESE DETAILS ARE
NOT PARI' OF THS APPROVAL
A LOAD DURATION INE WISE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
AN7JDZWt$ INCLUDING BUT HOT LINKED TO STEEtJ6�TAL SCRF% SHAT
COME INTO COM'ACT WITH OTHER DISstM MMA SHALL MEET THE
REQWR£MEINTS OF THE RORIDA SLOG. CODE SEcrM 2OU8.4.
(X)
THESE ODORS ARE RATED FOR LARK & SMALL MME IMPACT. I -
SNUMERS ARE NOT REQUITED.
3HgWhtg f10.
Z 7 2x12 W04-37
'
BINO E
DEMON
OR DOUDLE
LOAD CAPAMTIF
RNMANCB
- p8P
D0= MR TUMMS
imm-91
new
OIm-i2
DICE®
om
A
puzm
MASS TYPE OLA88 TYPE
'A' 'B'
Exr.(+)/wi-1E%7. t -
93-3/0
24
30
37-0/0
8
81-8/8
00.0 80.0
80.0 BOA
80.0 00o
09-3/8
30
00.0 00.0
80A $(L0
amo 9"
70-3/8
24
30
V-5/8
90.0 BOA
80A 00.0
ou 80,0
83-3/8
24
30
37-3/8
83-3/8
au SILO
80.0 BOA
80.0 30.0
89.0 89 A
a" BOA
89-3/8
24
30
37-3
BOA 80.0
BOA WA
78-3/8
24
30
s7-3
BOA 00A
eoA
w80.0
E o
83-3/8
69-3/8
24
30
37-8/8
43-"
30
37—
91-3/8
BOA 00A
00.0 am
BOA 00A
80.0 80.0
me BOA
80.0 BOA
73-3/8
24
30
37-
80.0 m0
80.0 80.0
80 D
43-3/8
24
30
37-8/8
43-
80A BOA
BOA Boo
80.0 00.0
594
69-3/0
78-3/8
24
JO
37-8
24
30
07-5/8
=a n0
e0A 00A
80 0 80.0
80A am
80.0 SM
0
SUN
I
(O/X)
9n (MM DOOR FMM 1=0 . z 4 7-6/8'
MRS
(3)
o>�
5 VZ atep
!� r.
(O/XX)
drosrM9 na
W04-37
a
oe
\\
/
/
SUN
I
(O/X)
9n (MM DOOR FMM 1=0 . z 4 7-6/8'
MRS
(3)
o>�
5 VZ atep
!� r.
(O/XX)
drosrM9 na
W04-37
DU1GN LORD CAPACITY - P8F 1HM/SILLANCHORS AT =Z V=
8108LCfL8 AT 2-1/2. OA.
W/CM C.
(4) R R T >
81O[L1IE W1DTH YAII. WW N IN%. 78 3/8- NAX. W m
s E AT LEFF AT WroHi > CHART AT LW
2 1/4' MAX. 2 1/4- MAX.
2 1/2- 21/2'
21/2- 2 f/2-
I I
ti 11 1t ��
L ii it i i \
if
1 111 ,
,1KI jQ
SUWAM APPM K # K B $
PMA � ID $
0.4 OPO. D.L. 28 11/19' 26 11/18° O.L. OF
DLow
72- flow y e
(o) (oxxo)
NOTE:
FOR DOORS CAPACITY SEE SHEET 1
(MAX. DOOR FRAME WIDTH - 75-3/8' s m u e
MAX. DOOR FRAME HEIGHT - 97-5/8
FOR SIDELITE CAPACITIES SEE C .
LOWER VALUES FROM DOORS OR SIDELITE 4&a
CHART WILL APPLY TO ENTIRE SYSTEM. aft
tN04-37
"n12 or
3
SWEUTE 91D119
fRAYH 18n81t
DIEMrE9
'A'� B W)9FQR
6IA5� TM9s
w0wt--)
39-1N
43-f/a
8DA
80.0
39-1/4
3"/S
e9-9/°
80A
6
"41-1/4
80A
38-tf4
39-9/8
91-8/8
80A
80A
38-4/4
97 8
80.0
II
n
/N
�
t!
II _
11
11
1
11
IOCK OPTIONS 821M DOORS:
1+P7DN al:
3 POW LOCK SYSTEM BY 'AME9811RY'
WITH SURFACE MOUNT HANDLE AT 38" FROM BOTTOM
AND DEAD SOLT =W AT 32' FROM BOTTOM
KEY OPERATED ON EXTENN AAS) THUMB TM ON
NTEF4m
OWMN dft
3 POW TM2( SYSTEM BY IWPPE'
WITH SDFACE MOUNT MM AT 3r MOM BOTTOM
AAUP DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM
tsWEN=
OPERATED ON EXWW AND THUMB TM ON
z
WOOD STICKS AND METAL sraucTUREs NOT BY RO ALUApPAIAA.
dIIST SUSTAIN LOADS WOW BY OLAM SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURIL
TYPICAL ANCHORS: SEE ELEY. FOR SPACING
/4' DIA_ mal I -CAN R 0IM163 KSL Fy.187 go
INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 4
1-1/2- :IPI. WOOD PENETRATION
THRU IBY WOOD BUCKS INTO MASONRY OR CONC. i� a
1-1/4' MIN. EMBED INTO MASONRY OR CONC. 96 p
DIREMY INTO MASONRY OR CONCRETE
1-1/2- MIN. DOW PITO CONCRETE z
,]/4° MA. TENS OR SELF DRI IAIA (mm a CRS)
PITO METAL STRUCTURES If)Pl i�3i
STEEL : 1/8' THK. MIN. (Fy . SAI KSI MIN.)
ALUMINUM : 1/8' TW. AIN. (8083-T8 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
PITO CONCRETE AND MANY - 2-1/2• MIN. i#$
PITO WOOD STRUCTURE .1' AIN. g
INTO METAL STRUCTURE . 3/4' MIN. 8
B
CONCRETE AT HEAD. SRL. OR JAIMMS ro - 3000 PSI MPI. ¢ p
C -SO HMM/FULLED BLOCK AT 0AW ren - 1800 PSI AIN. 192 ¢$J
ALL FRAME AND PANEL JOINT. IdSTALATION SCREWS AND
HEuATD�S OF ANCHIOwRxSCR�EVS ATS SILL TO BE SEILLED WITH
WHITE/ALUM COLORED SILCONE. K O O O W
•�
6 y
Za/q� drordng aro.
! 7 2012 W04-37
shoat S oT 0
SM ELM"
O ' FOR SPACM
V4
ux,Sw d
N 4' FFM ENDS
, AND 12' O.C. YN4
V4 �+
V4
Vi��
Ea It 9110
fill
fllECiill A .
`0/x) Z 18Hsi
(o/xx)
:i V4
,rr q
EXTERIOR drareb,g no.
W04-3?
LR 2 7 2012 �71(
(DOOR W/ SIOEUTE)
w�.m. powd"i`' $
xu
4%
arowms no,
W04-37
Ll
3.770 5780.128 4.W0
.1W� 2.128 .838
3 t e28 .126 11
2.128 1913
100
TYP.
9M '� 1, - /.ZN$ W\4
c 2,610 a7\4 1.878 OR m 0973 INN
SMEUTH HEAD/SILL Sx a 1.383 81\3 Swam JAMB
t TMI4SOM JAMB Et mm NERD 1 WNSOM HEAD/%L
19f2 4,0
100
.118 1.470 IMI
1.780 ,0112
4.000
2.028
2.118 2.187 •ttNB
4.128 1@ SNAP CatER
MME STU .1134
188 p WCTIYE LOGO STILE
Ix f.867
E3 FRAME JAMB SX 2j� tm\ 44M 1.240 .878
100
1.780
1.750WouW WAD.6�j ^ 83 (LAM. INSUL. GLASS)
nimi 0 NWuRR
RZOL p38CRmTNON
momaA1.
MAN>ir./$wL=/8MWM
61
RW8-023
1 FRAME WAD
8008-78
-
E2
045-024
1 FRAME S01
6003-T8
-
E3
X48-OQ'L
2 PRAM AW
606.1-111
-
E4
1+018-004
!AEW TOP RML
6083 -TB
-
IM
Im48-021
1 LEAF SO M Rib.
6063-T8
-
ES
LEAF MM STWK#PK LEAF I= SME
6008-111
-
Er
2 VERTM JAM13 STOP
6003 -TO
-
M
045-010
AS 1W. CIAZRC WAD WL MMS GLASS
6083-118
-
0
RD48-007
AS READ, GLAZING K40 LAM. GM
6083-18
-
E10
RD45-Ot7A
A9 RFAA LAK WILE ACTIVE LEAF
6M -T8
Of
8048-014
AS RM LRD M WADISIL6 TW4 0 JAMB
6008-T8
-
E,2
RD46-018
AS REOp. JW AT INCE LITE, WARISILL AT TWJGOM
ones -To
-
E13
1111146-018
AS REQD. SW COVER
E18
028
I AS RM OV7FAIOR SNAP COVER
-
-
E20
146-030
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MMAM is
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
NR-Vue TIldll mes, Inc.
1055 But 29 Street
Hialeah, Florida 33013
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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AM.
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 AW (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. N 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. PERA
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 NVTA, NVTAS, NVBH, NVt1H, NVRT and NVTH wood Connectors.
APPROVAL DOCUMENT: Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH,
NVRT and NVTH", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared
by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolst, P.E., bearing the Miami -Dade County
Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modellseries, 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 -)wade 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 # 08-0326.11 and consists of this page 1 and evidence pages EI and E2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: 12-0130.33
Expiration Date: August 21, 2013
lam Approval Date: June 1a, 2012
Page 1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA No. 05-0701.04'
1. Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and
NVTH", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated
01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat,
P.E.
B. TEST "Submitted under NOA No. 05-0701.040
Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed
and sealed by C. R. Caudel, P.E. and S. E. Black, P.E.
ReVort
Wood Couaeatq
Date
1.
PT 02-4073
NVTA
Upward
11/06/02
2.
PT 02-4075
NVTA
Upward
11/07/02
3.
PT 02-4074
NVTA
Upward
1.1/06/02
4.
PT 02-3938
NVTA
Upward
08/06/02
S.
PT 03-4177
14VRT36
Upward
02/03/03
6.
PT 03-4202
NVRT36-T
Upward
02/19/03
7.
PT 034271
NVR736-T
Upward
03/27/03
8.
PT 03-4270
NVRT24-T
Upward
03/27/03
9.
PT 02-4095
NVUH26
Up & Downward
01/17/03
10.
PT 02-40%
NVBH24
Up &Downward
12/03/02
11.
31-22456.0002
NVTA & NVTAS
Lateral
07/06/02
12.
PT 04-4698
NVTH24
Upward Parallel/Perpendicular 04/15/04
13.
PT 04-5036
NVTH24
Upward Load
12/10/04
C. CALCULATIONS "Submitted.underNOA No. 04-120201"
Report of Design Capacities prepared by Vipin N. ToI4 P.E.
Product MROLI
No. of Paces
Date
1.
NVBM24
7 through 8
05/05/03
V. N. Tolat, P.E
2.
NVRT
9 through 14
05/05/03
V. N. Tolat, P.E.
3.
NVTA & NVTAS
1 through 6
05/05/03
V. N. Tolat, P.E.
4.
NVTA & NVTAS
1 through 14
02/06/03
V. N. Tolat, P.E.
5:
NVRT
15 through 15
07/07/03
V. N. Tolat, P.E.
Ca M. Utrera, P.E.
Product Control Examiner
NOA No: 12.413433
Expiration Date: August 21, 2013
Approval Date: June 14, 2412
E-1
NOTICE OF ACCEPTANCE: EVIDENCE, SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Depmtment�efTermitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Dravving No. NU -2 statement of code conformance to 2010 FBC, dated 01/25/2012,
issued, signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA No. 041202.01"
2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on
03/26/2003 signed and sealed by Vipin N. Tolet, P.E.
Carla M. Utrera, P.E.
Product Control Muunin% .
NOA No: 12-0130.33
Expiration Date: August 21, 2013
Approval Date: June 14, 2012
E-2
IBALEI
Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
Length N
(in)
Product
Gouge Gauge
strop strop
16
NYTA-18 NVTAS 212
20 14
18
NVTA-18 WAS 214
20 14
20
NYTA-2o WAS 216
20 14
22
NVTA-22 WAS 218
20 14
24
NVTA-24 NWAS 220
2 to
26
NWA -26 WAS 222
20 14
28
NVTA-20 NVI'AS 224
20 14
30
NVTA-30 NVTAS 228
20
10
NYTA-36 NYTAS 232
E143a
20
48
NVTA-48 NVTAS 244
2D 14
No. of
Foeteners
each strop
10d
oxGnurn Alloviable Load Iba
Uplift Lt Singla L2 Single
Singlelam' & Double & Double
Strop Straps Straps
5
787
1$14
280
501)
a
805
1810
280
500
7
854
1708
250
8m
8
902
*1804
250
Slur
9
951
*1902
2W
500
10
999
*1m
280
dm
11
1046
*2088
280
800
T2
1098
*2192
280
SM
13
1145
*2290
2150
8O
14
1193
*2290
280
800
*Note: For 8 or mora rolls per strap, use
double trues for double strap.
Oen Notes
1. Steel shop cadarm to AMU A663r struahaal grade 33 (L%L yletd 33 ken and
o roMbmvm gdvcn ed coating of 9 60 W AM A5M
2. Apaw" bode aro baasd an Nod" Desfig spedflonflarts (NDS) for wood
oor ebuatlar, 2b onBion and Florida Oft code 2010
D for Southem fte Veda
ab(a l� for other lusted sal gravity or aeS
4. Nati values are booed an NDS table HP, 0-0.68 for common whhw nabs and
have been need for Penetration Depth furter Co.
6. Alloeaabla Inds far wind uplift have already been braeaesd by a duration
tabulatedof 1 aohor rwU 3311 steal ,1rose inaoaes 19 not used in the
G. Allowable Mads for more than are direction tar a skills cameation carrot be
dirm8ao a be evaluated fapows into oompe+mrutA to the
7. Allowable bads are based an 1¢ Wait wool mmnbars uadaes ou"IVIse noted.
L AD tie beans and Wouted comate masaay alrall ooaW wtth ahoptas i9
and 21 of 2Q"0 FBG cenmate for Be bourne and grout antl fm abnawte
Cmosonry M shop be a min. of 25W pal. Conweto m�onry, ahoy comply with AM
9. All teats hove beau oauducted M oacw4wlce with ABU D-1781.
A.
"L
I
TABLE2
Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
Length
(in)
Product
Code
seat
arg
16
NWA -116 NVTAS 212
20
14
18
NVTA-18 NWAS 214
20
14
20
NVTA-20 NVTAS 216
20
14
22
NVTA-22 NVTAS 218
20
14
24
NVTA-24 NVTAS 220
20
14
28
WA -28 WAS 222
20
14
28
NVTA-28 NVTAS 224
20
14
30
NVTA-30 NVTAS 228
20
14
36
NVTA-38 NVTAS 232
20
14
48
NYTA-48 NVTAS 244
20
14
to Lt
No. of
Fasteners
each:
10d x 1.5
Maximum ABowobl0 LoadObs)
U lft Uplift L1 =S�e L2 Sbt�
S Double), & Dou61a & Doubl
Strap Straps Straps
5
1032.
2238
250
800
6
1t27
2254
388
888
7
1135
2272
820
830
8
1144
*2288
820
830
9
1153
*2306
820
830
10
1181
*2322
520
6210
11
1170
*2340
520
6n
12
1178
*2386
820
630
13
1187
*2374
52D
830
*Note: For 8 or more nape w strap, use
double truce for double straps..
Rdaftuments R*Wbvd
Caiamte Tb Boron
or Tie Beam formed
with concrete filled
.wa*rm�Rextlbi
tf�ieN.
e�frr�♦♦ Ru
1
a y
NVG
pl
.a R l O `�e DWO Sh
&%:A �eESol •` NU -2 1
O 1�.
21. O
11 0 2r
O
Motes Db. IV
NVTA, NVTAS
L
iw*...:,_
1AM
NVBH 24 BUTTERFLY HANGER
Notes
1. Use aq apeoifled fasteners In sahande to ed*n blues
8tdffamed.
2. Values are band an 1}" header and est Ndmoss.
3. See General Notes, Sheet 1.
SYMM.® Mid Span
TABLE 4
NVUH 26 JOIST HANGER
Notes
1. Use an spoottied tastenars In schedule to Game" values
2. Valas are boss) an V header thickness aid 1. jam Wdmae..
3. See General Notes, She" 1.
SYMM.0 Mtd Span
I
DOWNWARI) LOAD
B
PASTEIM
SCIYs.E
ALLOWABLE LOADS (Ibs )
g
8�
iK
�
DOVNWAR0
6Wt1ATY LOADS
I WND UPLIFT
LOAD
2x8
NVUH28
14
20
10
2233
1213
Notes
1. Use an spoottied tastenars In schedule to Game" values
2. Valas are boss) an V header thickness aid 1. jam Wdmae..
3. See General Notes, She" 1.
SYMM.0 Mtd Span
I
DOWNWARI) LOAD
TABLE 5
NVRT Flat and Twisted Rafter Tiee
Length
(in)
Product
Code
Gauge
12
NM -12
14
16
NVRT--18
14
18
NVRT to
14
20
Nati-2D
14
22
Nati-22
14
24
Nati-24
.14
30
Nary -30
14
36
NM -36
14
48
NWT -4e
14
16d Fasteners
Maximum Uplift Load (lbs)
Tout
12
of Twisted Ties
8
4
728 724
10
8
861 88o
12
8
888 M
14
7
1138 1192
Notes:
1. Specify 'F" far Flat and 'T' for Twisted when arderk*
2. Fastener %vbm are based on a minknwn fir U** wood membare.
9 • IadMtes rtm of nes in ecA oonneotel wood n mnbar.
4. See aermci Notes, sheet 1.
UPL FT
i�
Bebrm:toalmd;.
Gamete 1 masa'ary w
TA BLE 6
NVRT Twisted Ratter Ties to Concrete Tie Beams
ar r`.nnrrrete Mad Uesrnnrw
Length
(in)
Product
C04e
Gauge
12
NWT -12
14
18
WRT--16
14
18
WAT-18
14
20
NAT -20
14
22
WMT --22
14
24
WART --24
14
30
NVRT-90
14
36
NMRT--38
14
48
N4RT-48
14
No. of 16d nalls
to Wood Framing
No. of }" diameter
Tapes to Concrete
IMa*num Uplift
Load (lbs)
4
8
722
8
7
888
8
8
881
7
8
1128
Notes: BIrYp
1. r11At Wpm dull be embedded a mb*n m of 1j. tato oonorate
tiebowm or Vabsam famed with aalmete i{9ed mesomrx 11w tqp=* ohd
hm a mh edge die wm of 2r amt minimum spacing of 1j' as alio m.
2. See amrord Nates, Blest 1.
3. NI tap== must be b the ammo raw apace at tilt' an wtem.
0o not use two th aro 0OWWRO rorty
Strap must to " encu to acce mnodate required tapaaoe.
MbL edge d1dance
Int required
p
0 1°
1�e o
0
a
NVRT Anchor
Holes dlo. J"
(5
Tares plots requbW
to tronafae lad to-,.,
batt�n•chord
tae yam
bott«n dwd
�tntaoevnanta
Raqu<rad
i;7w
Concrete Tw
or Ift Som t
go owed" teed
xaaeamy
Truss Anchors NVTH
Product Gouge Gauge of ! eaten 1Aextmum• lipllfi Loam (lbs)
Code - seat :WOU P in_ Witch Strap Single Strop Double Straps
1tM x 1.5` _ an an
12 NVTH-18 18 14 Single Truss Double Truss
S 1032 2084
14 NVIN-18 18 14 6 1222 2444
to NVTN-2D 18 14 7 1278 2550
a 1329 26M
18 104TH -22H-22 18 14
9 1383 2786
20 NVTH-24 18 14 10 1437 2574
r
22 10014-28 t8 14 11 1490 2950
24 Nvnf—za to 14 12 1544 3088
13 1898 3198
26 NV HH -30 to 14
32 NVIN-36 18 14
44- NVTH-48 18 14 �+
O
O
Nds mn, Front & Bic O
be off aan l P$ ff " HAS die: I'
a ar� y/ N• ' 12847
LAMS O
or RentaBam 8 Nab In Front (Min.) )B uwm, mSS "V a NMI
rith aariaete #Aad MUS ted x 1.8'
enaeoraY
s��wls 6aliNplM�� Hf/Yifl
d.dx,t4ofdx
4 p�
Wr
Caleb wl"w
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2510 F (786) 315-2599
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 PERA-
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 area 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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -bade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approval as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "HC 200" Outswiag Aluminum Casement Window -- L.ALL
APPROVAL. DOCUNWNT: Drawing No. W05-13, titled "Series HC 200 Aluminum Casement Wdw.
(L.M.I.)", sheets 1 through 6 of 6, dated 03/15/05, prepared by AL-Farooq Corporation, with latest revisal
"D" dated 03/19/12, signed and sealed by Javad Ahmad, 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,.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 hear filed anti tht-m. hat ht
no change in the applicable building cede negatively affecting the performance of this product.
TERMINATION of this NOA will occur atter tfne 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 MiamW3ade County, Florida, and
followed by the expiration date may be displayed in advertising literature. ff 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 No. 10-0426.04 and consists of this page 1, evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gasw n, P. E.
NOA No. 12--0414.20-
Expiration Date: June 30, 2015
Approval Date: July O5, 2012
Page 1
71'1 ► Z
RLC. Aluminum Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTimmi))
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294
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 24113.2.1 and TAS 202=94
along with marked up drawings and installation diagram of an aluminum Qutswing
casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTU 44.17, FTL4416, FTL-4371, dated 12/09/04. and 02/09/05, all signed
and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0427.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
dated 03/22/12, prepared by Al Farooq Corporation, signed and scaled, by Javad
Ahmad, P. E.
2. Glazing compHes with ASTM E 1300-04
D. QUALITY ASSURANCE
1. Mian>t—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. -Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on
01/14/17.
--2. Notice of Aar=tan .P Wn 11A624 81 issued to E I DuPwd AeNemours & Co., Inc.for their "DuPont Butneiteg PVB Interlayer' dated. 09/08/2011, expiring on
12/1112016.
F. STATEMENTS -
1. Statement letter of no financial interest, conformance and compliance with the
FBC--2010, dated 03/16/12, signed and sealed by Javad Ahmad, P. E.
2. Laboratory compliance letter for Test Reports No.'s FTL-4889 and FTL4887,
issued by Fenestration Testing Laboratory, Inc., dated 04/04/07 and 12/18/06, all
signed and sealed by Michael Wenzel, P. E.
(Submilied under previous NOA No. 07-1019.03)
<f_ -
Jaime D. Gascon, P E.
Product Control Section Supervisor
NOA No. 12--0410.26
Expiration Date: June 30, 2015
Approval Date: July 05, 2012
E-2
RC. Aluminum Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Laboratory compliance letter for Test Reports No.'s, FTL-4897, FTL-4896,
FT"417, FTL-4416, FTI. -4371, FTL-4504 and FT"570, issued by
Fenestration Testing Laboratory, Inc., dated 12/09/04, 02/09/05, 02/02/05, 03/18/05;
07/18/06 and 10/02/06, all signed and sealed by Edmundo J. Largaespada, P. E.
(SubmBited under previous NOA's No '& 07-1019.03 and 05-0427.02)
G. OTHERS .
1.. Notice of Acceptance No. 10-0426.04, issued to R. C. Aluminum Industries, Inc., for
their Series "HC 200 Aluminum Casement Window -- L.M.I.", approved on
06/23/10 and expiring on 06/30/15.
ti
Jaime D Gaswn, P.
Product Control Sedba SupmWr
NOA No. 12-0410.26
Expiration Date: June 30,201S
Approval Date: July 05, 2012
E-3
1/4- HEAT STR'D QU1SS
090" 1NTStAYER
DUPONT LRITACTTE PVB
3/10' HEAT STWD GRASS
2l
f
SNE
� OM
S/ fiLli'1W TTM
IN HEAT STR'D (;LASS
1/4LIVPACE
GLASSYER
CTTEPVBT VWD CLASS
OIJOW
Iwo COW" 798
CORNM 893
HEAT STR D CLASS
D�uPO-Hr$ENTRrExaras
3/16' HEAT Wow CLASS
DsL
cw
798
t. DOW Comm 998
GLASS TYPE 'B'
3 1/2' MAX
40
EM
34
DESIGN oab RATING FOR THESE WINDOWS TO BE AS PER
CHARTS ON SHEET 2.
1 APpROV APPLIES TO SINGLE UNITS OR SIDE BY SIDE
R
GLASS TYPE 'C' COMBI IONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER PHODUCA'1
mm COUNTY APPR'O WINDOWS USING MIAMI—OAOE COUNTY usaowoyht vA*dwrwd a
GLAZING OPTION MULLIONS IN BETWEEN. BnI 1$ - 2up
FROM
(OWER ON PRESSURE WINDOWS OR MULLION APPROVAL g0
WILL Y TO ENTIRE SYSTEM.
a
THIS CT HAS BEEN DESIGNED AND TLSIED TO COMPLY WITH THE
RIMI OF THE FLORIDA OALDINO CODE INCLUDING HIGH VELOCITY THESE WINDOWS AR9 ;RATEL7 FOR LARGE & SMALL MISSILE IMPACT.
m u
ZONE (HVHZ). SHUTTERS ARE NOT • RECILARED.
WOOD BY OTHERS, MUST SE ANCHORED PROPERLY TO TRANSFER
LOADS THE STRUCTURE,
ANCFtORS SHALL BE AS tJSTEO, SPACED'AS SHOWN ON BETAS S, ANCHORS pyA, y
E TO SASE MATERUV- SHALL BE BEYOND WALL DRESONO OR STUCCO.
CAN. 3sse
PRI ORLWONS NOT SHOWN IN THESE DETAILS ARE
$
�I
AINO PPROVAL.
NOT THIS
A LOAD INCREASE IS USD IN DESIGN OF ANCHORS INTO WOOD ONLY,
drawing nos.
MATE INCLUDING BUT NOT LIMITED To AL SCREWS, THAT
WO5-13
COME CONTACT WITH OTLtER OLSSIMI AR MA 1ALS SHALL MEET THE
REOU OF THE FLORIDA BLOC. CODE SEC=1 200.0.4,
DES
BMW WAD CAPACITY - P8@ FOR ( I ) W=
LOAD CAPACITY - M FOR ( I ) W=
1tiNDOV DIMS.
OLA899 TYPB 'A'
01%88 TYPE 'B' MAS13 TYPE
WIDTH
H130HT
W.(+) INT.(-) EXT.(+) 1NT.(-)
r
20•
24'
28"
32"
38"
40•
42'
38"
130.0
180.0
150.0
210.0
100.0
100.0
130.0 180.0 150.0 210.0 100.0
100.0
130.0 180.0 150.0 210.0 100.0
IOU
130.0 100.0 130.0 150.0 100.0
100.0
130.0 185.0 130.0 180.0 100.0
100.0
130.0 185.0 130.0 111&0 100.0
100.0
130.0 i85.0 1 1304 150.0 100.0
100.0
20'
24'
28'
32"
35'
40°
42'
1 42•
130.0
180.0
150.0
210.0
100.0
100.0
130.0 180.0 150.0 210.0 100.0
100A
130.0 186.0 130.0 150.0 100.0
100.0
130.0 16x0 130A 1602 100.0
10"
130.0 185,0 130.0 150.0 100.0
100.0
130.0 151.7 1302 150.0 1002
100.0
13MO 144.5 130.0 144.5 100.0
100.0
20"
24•
28"
32'
36"
40'
42°
49'
130.0
180.0
150.0
210.0
100.0
100.0
130.0 185.0 130.0 150.0 100.0
IOU
1304 165.0 130.0 15MO 100.0
100.0
130.0 100.0 130.0 150.0 100.0 1
100.0
130.0 189.0 130.0 150.0 100.0
100.0
130.0 165.0 1304 150.0 1011.0
100.0
130.0 155.0 130A 150.0 100.0
100.0
20'
24"
28"
32°
38'
40'
42"
84'
13060
186.0
130.0
150.0
100.0
100.0
130.0 1815.0 130.0 150.0 100.0
100.0
130.0 165.0 130.0 150.0 100.0
100.0
130.0 159.0 130.0 150.0 100.0
1004
130.0 185.0 130.0 150.0 100.0
100.0
130.0 167.3 130.0 160.0 100.0
100.0
130.0 145.8 13o.0 140 8 100.0
100.0
20'
24"
28"
32'
36'
46'
42" 1
00'
1
130.0
185.0
100.0
100.0
Io0.0
100-
130.0 185.0 100.0 150.0 100.0
100.0
130.0 185.0 130.0 150.0 100.0
100.0
1300 186 0 100.0 180.0 100.0
100.0
130.0 100.0 130.0 150.0 100.0
100.0
13MO 130.0 130.0 15MO -
-
130.0 130.0 130.0 150.0
20•
24°
20°
32"
38"
40'
42°
86•
1
two
ts5o
130.0
150.0
toxo
two
130.0 186.0 1300 150.0 100 .0
IC&O
130.0 186.0 130.0 150.0 too.0
IOU
130A 1 &i.0 130.0 150.0 100.0
100.0
130.0 130.0 130.0 150.0 -
-
130.0 130.0 1311.0 150.0
-
130.0 130.0 13MO 100.0 -
-
20"
24'
26'
32"
36'
40'
42"
72"
130.0
185.0
130.0
IOU
100.0
100.0
100.0 1840 130.0 150.0 100.0
100.0
130.0 165.9 100.0 150.0 100.0
100.0
t30.0 166.0 130.0 1600 100A
100.0
13060 1300. 1302 150.0
130.0 130.0 130.0 147,5 -
130.0 130.0 130.0 140.8
DES
ON LOAD CAPACITY - PSF FOR ( I ) 16EE8
LOAD CAPACITY - M FOR ( I ) W=
1111WIF DIME.
women DIME.
I MASS TYPE 'A'
OLA809 1YPB 'E' CLAN TYPE IF
WIDTH
Hm
r
EXT.(+) I mf.c-) EXT.(+)
SRI.(-) EXT.(+)
INT.(-)
20"
24'
28'
32"
3tY
40'
78•
180.0
130.0
111&0
130.0
150.0 100.0
100.0
130.0 165A 130.0 150.0 100.0
100.0
130.0 188.0 130.0 150.0 100.0
100.0
130.0 130,0 130.0 150.0 -
19-1/8•
4Y
130.0 130.0 13MO 150.0
-
124.0 130.0 124.0 143,0
130.0
20'
24'
25'
32'
36'
84"130.0
100.028-1/Y
130.0
165.0
130.0
150.0 100,0
100.0
130.0 18&0 130,0 150.0 100.0
1000
130,0 13MO 150.0 -
-
118.0 130.0 IIB.o 136.2 -
-
108.6 123.0 108.8 123.0
t00.0
PRODUC1'R1MM
Sew
(a
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
N
Zw
Mir
z
R
R
oraWing no.
222012 II W05-13
DRW
LOAD CAPACITY - M FOR ( I ) W=
women DIME.
°
OIA88 1YP8 'D' otd88 TYPE 'O'
WIDTH
HEI
INT.(-) p0..(+) INT.(-) EXT.(+) 1M.(-)
19-1/8'
28-1/2'
37'
42•
�•
180.0
130.0
210.0
t00.0
100.0
1811.0 ISO 210.0 100.0
1000
180.0 130.0 210.0 100.0
713D.0
100.0
185.0 130.0 150.0 100.0
100.0
19-1/8•
4Y
38-3
180A
130.0
210.0
100.0
100.028-1/Y
180.0 130.0 210.0 100.0
100.037•
185.0 Sao t50o 100.0
100.0
130.0 158.1 130.0 15MO 100.0
100.0
18-t/6•
28-1/2'
37'
42'
60-5
130.0
100.
130.0
210.0
t00.0
100.0
r 130.0 168.0 130.0 I= 100.0
100.0
130.0 185.0 130.0 180.0 100.0
100.0
130.0 159.8 130.0 1500 t00A
100.0
19-1/8'
28-1/2'
37°
42'
�.
130.0
165.0
1 130.0
ISMO
100.0
100.0
100.0 165.0 1 130.0 15MO 100.0
100.0
130.0 I WO 130.0 160.0 100.0
100.0
130.0 130.0 130.0 15MO
19-1/8'
26-1/2'
3T
42"
7g
130.0
185.0
130.0
150.0
100.0
100.0
130.0 1�0 130.0 160.0 100.0
100.0
13tL0 160.0 130.0 100.0
-
130.0 130.0 130.0 133.1
PRODUC1'R1MM
Sew
(a
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
N
Zw
Mir
z
R
R
oraWing no.
222012 II W05-13
0
gin ff& Wills
1. 1
, ]�' (Utz) I I I 1 -0 1 �' 71-1111
TYPICAL
5
FCR
v T
1 �/li�.� Y✓
I
Sm
NRODiJLPi
eayhlgwtirol?laida
jALT.., FlA C,A.N.3138, jet
riF�M. ANCHNIMS4�9
SEE a&. FOR SPACING Igi
MA 2 2 2012 sheet 3 of 6
WOOD SUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM
7
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
7
TYPICAL AMMORS: SEE ELEV. FOR SPICING
>. I/.}" NILTI MK -CON n (Fu -163 K9. Fy-157 KSQ
INTO 29Y WOOD BUCKS OR WOOD STRUCTURES
g
S
QQ @$ t
1-1/2- MIN. PENETRATION INTO WOOD
IL
21-1/4-Q
THRU 1BY SUCKS INTO CONIC. OR MASONRY
O h
a
MtN. EMBED INTO CONIC. OR MASONRY
DIRECTLY INTO CONIC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
#14 .SMS OR I= 0Rltr�n SCREWS (6RME 2 TINS)
INTO METAL STRUCTURES
- I STEEL : 12 GA. MIN. (Fy o 38 KSI MIN.)
^
pip it ALUMINUM : 1/8" THY. MIN. (8083—T5 MIN.)
CHORE i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
1
1 814 Sua1 OR SELF r' °caewc (MIX 2 CRS)
U
'Z a
INTO MLAM-RADE COUNTY
.�.
APPROVED MULLIONS (MIN. THK. _ .090")
NN
--
:..1 (NO. SHIM SPACE)
W _
ANCHOR MOE DISTANCES
I INTO CONCRETE AND MASONRY - 2-3/4" MIN,
Z
INTO WOOD STRUCTURE m 1" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
4
a „
CONCRETE f o - 3000 PSI MIN.
Z N
C-90 HOLLOW/M= BLOCK 1 m - 2000 PSI MIN.
SEAI..ANTS:
z
ALL FRAME AND VENT CORNERS SEALED WITH SILICONE.
N
WEEP. NOUS:
W1 - 1/4" X 1/2" WEEP SLOT AT 4" FROM EACH END
NRODiJLPi
eayhlgwtirol?laida
jALT.., FlA C,A.N.3138, jet
riF�M. ANCHNIMS4�9
SEE a&. FOR SPACING Igi
MA 2 2 2012 sheet 3 of 6
MAX. 61 .
• H1
0
LATCH KEEPER
3 PER MM UP To 38-3/8° WDW. RM
4 PER JAMB UP TO Sr WOW. HTS,
S PER JAMB OVER Or WOW. HIS,
MAX, I IV=
rfPKX ANCHORS
SEE ELEV. FOR SPACING
2 22012
3
droMrig no.
W05-13
L3 PLASTIC MISBERs !IP To 38-3/e° wow. HTS.
2 ALUM + 2 PLASTIC SNUSSERS UP TO 60° WDW.
3 ALUM + 2 PLASM SNIAMM OVER W WOW.
04" 6IAL
SHIMS
ALT.
� q
a`
�F 7
'$t
-mw COUNTY
.•WE
e .a
SEPARATE NCA
TYPCAL ANCHORS
r
SEE a". TOR SPACWO
CAL
It
1
1
I
��� SP
0
LATCH KEEPER
3 PER MM UP To 38-3/8° WDW. RM
4 PER JAMB UP TO Sr WOW. HTS,
S PER JAMB OVER Or WOW. HIS,
MAX, I IV=
rfPKX ANCHORS
SEE ELEV. FOR SPACING
2 22012
3
droMrig no.
W05-13
FLANGE FRAME
MP/BOTMM/JAMB
FLANGE FRAME
LOCK JAMB
FLUSH FRAME
TOP/80TTOwmm
FLANGE FRAME
LOOK JAMB
VENT (LAM GLASS)
E3 TO+/BOTTOM/JAMB
VERT (LAM. INSUL. GLASS)
® tiO+/BOTTOM/JAMB
.432
Hc200-0111
2.00 .126
.634
1111
LI
oas
3/ wm
am FRI= Tw, . BOTTOM & MIS NON L0m
-d .094
HC200-002
E4 LOCIGHG HOLDER Hoax
® SNAP COVER
PART 1
QVAJftw DRBCRIMON
NAulm MANE/
Hc200-0111
3/ wm.
nmw- nom I&-. 801700! & JAMB NON =0
8083 -TB -
HC200-0W
3/ wm
am FRI= Tw, . BOTTOM & MIS NON L0m
8083-T8 -
HC200-002
f/ wm.
FLANGE MME "" JAMB
183-T8 -
memo -008
1/ "m
FLUSH FRAW LCCA .YOB
8083 -TB -
maw -ON
4/ WW.
VENT TOP . 8011101 & OMBS (LD1. GLASS)
8063 -TB -
HCUO-0116
4/ WOW.
VENT TOP. WROM & ^ISS (LAM. 88RIL. MASS)
8083 -TB -
NC200-004
1/ WOW.
IACNWO "am H00N
8083 -TB -
HC200-M
AS READ.
OPTIOWL WINTAI
ALUM" -
048OD-018
4/ WOW.
SNAP COVER (01XTIONAL)
ALUMDIU01 -
1/ WOW.
M12
SCREEN (OPTIONAL)
ALLUNUHA -
CMTm-022
-
ANCHOR ARM FOR RVIO OPERATOR
P-031
51000 ANII FRICTION
PLASM
B4
V-069
AS REQ.
I 4ITERM W/STP. %IM
PVC
V-O33A
AS RElW.
TR -58M SON GASKET (WW&DE)
NEOPRENE TREMCO
021 (OPTIONAL)
AS READ.
COSIAMC LOVER SEAL MELTPOWiT
- -
-
ROTO HARDWARE
H4
08263
H0200-1407
urwvl
1/ wRNER FRAM SMALL Omm LOCH
ai mm, kw l mW i nrm
ST. STEEL 16 dl,
a -A%Tl .a m
143
HC200-0003
1/ CORNIER FRAME LARGE CORNER LOM
ST. STEEL
16 0A
144
060200-1004
1 FRAME LAMM CORNER LOM (AT ROTO OPERATOR 0"
ST. STEEL
16 OA,
MB
MC200-MOB
1 CORNER LEFT HARD FRAU 0000 I=
6083-T6
-
M6
HC200-MUS
1/ CORNER RIGHT HAND FRAME CORNER LOU
6063 -TB
-
M7
HC200-1407
AWMONM SNUt6ER
SYST
-
146
P -M
- NYLON CAM
-
-
M9 I
P112206
- NYLON SNUBBERS
-
1110
AS READ. 1/6-X3/4' SLTT6iO BLOCK
NEOPRENE
-
M12
F00200 -Moo
- ORdE HOUSINO
AWM6AfM
-
M13
P-031
51000 ANII FRICTION
PLASM
B4
110 X 1-1/2' l0. PoL PFO.. SHS. (ASSUISLY)
ST/8T.
-
H1
CO25
- 9.6' SOIL E ARM OPERATOR
ST/ST
RDTO HARDWARE
H3
C8304
1/ WOW. >IMACE MOUNT OPERATOR
-
ROTO HARDWARE
H4
08263
1 8.0 MM. OPMTOR BOTH SPACER
-
ROTO HARDWARE
HB
08201
I OPERATOR TOP SPACER
-
ROTO 11ARDWARi
H7
L1-2111
3 IOEPERB
87/51'
ROTO HA(00WAttE
m I
clow
AAOL LWiFi'ure
Nwiu K4RMMct
H9
LH080-7810
WHRE HANDLE
ROTO HAW ME
RIO
02-14W4PLT-02
HANDLE FASTENER PLATE
ROTO HARDWARE
Hit
LB06
1 LOCK POW STAINUESS WEEI.
ROTO HARDWARE
1112
STM
110-M 3/8'1.0, PK MACHWdE �W (l )MM
SYST
-
M13
MOOD
16-32X 3/4- LO. PHI., FH. THREAD CUTTING A M0Q
8T/8T
H14
2 4 -DA HINGE
TRUTH OR BRONZE CRAFT
S2
110 X 3/9' LO. PK PHL 1101S. (ARM -FRAM)
ST/sr
S3
110 X 1/2° LO. Poi. POW.. MR- Ute+-�
ST/BT
B4
110 X 1-1/2' l0. PoL PFO.. SHS. (ASSUISLY)
ST/8T.
-
S6
18-32 X 1 2' -- FH. - (OAS -SURFACE L40LWO
ST/ST
95
6 X 1 .. FH. - 3018. (
ST/ST
S7
to X 1 I.Q. PFO,. FH. 806.
ST/9T
SB
- 88 Y t/2' ISR PH. SIAS. f3T/3T AT ALLY. 0 11WR
-
-
PRODUCrMPAW
BL� z~04iLZo%
LTIQo
MAR 2 2012
dra" no.
W05-13
mww=iwvmo- --
as Waft
t 26
201+
222012
®MIAMI -DARE COUNTY, FLORIDA
® M "M&DADE FLAGLER BUILDING
BUILDING CODE CO O 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION y MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.p-ov/buildingcode
R.C. Aluminum Industries, Inc.
2805 NW 75* Avenue
Miami, FL 33122
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
Other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division that this product or material fails to meet the requirements of the. applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida. Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series " wsr Aluminum Fixed window — Lm.L
APPROVAL DOCUMENT: Drawing No. w04-44, titled "FX100 Aluminum Fixed Window (L.M.I.r,
sheets 1 through 5 of 5, dated 05/29/04 with revision "F" dated 12/09/09, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, 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 Division.
MISSILE IMPACT RATING: Large 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 filled anti 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 ofthe 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. N 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 ofthe Building Official.
This NOA revises NOA # 09-0225.08 and consists of this page 1, Evidence pages E-1, E-2, E-3, and Green
Sustainable Attributes page G-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
140A No. 10 47
Expiration Date: August 19, 2014
Approval Date: August 04, 2010
Page 1
CITY
t UY�1 •
�1 �.�,� � 1 v��tJ ltd
APR 2 2013
MIAMI
®MIAMI -DARE COUNTY, FLORIDA
® M "M&DADE FLAGLER BUILDING
BUILDING CODE CO O 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION y MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.p-ov/buildingcode
R.C. Aluminum Industries, Inc.
2805 NW 75* Avenue
Miami, FL 33122
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
Other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division that this product or material fails to meet the requirements of the. applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida. Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series " wsr Aluminum Fixed window — Lm.L
APPROVAL DOCUMENT: Drawing No. w04-44, titled "FX100 Aluminum Fixed Window (L.M.I.r,
sheets 1 through 5 of 5, dated 05/29/04 with revision "F" dated 12/09/09, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, 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 Division.
MISSILE IMPACT RATING: Large 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 filled anti 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 ofthe 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. N 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 ofthe Building Official.
This NOA revises NOA # 09-0225.08 and consists of this page 1, Evidence pages E-1, E-2, E-3, and Green
Sustainable Attributes page G-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
140A No. 10 47
Expiration Date: August 19, 2014
Approval Date: August 04, 2010
Page 1
R.C. Aluminuni Industries, Inc.
NOTICE OF ACCEPTANCE:. EVIDENCE SUBM[TTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W04-44, Sheets 1 through 5 of 5, titled "FX100 Aluminum Fixed
Window (L.M.I.), dated 05/29/04 with revision F dated 12/09/09, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmed, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water 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) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6043, dated
10/22/09, signed and sealed by Julio E. Gonzalez, P.E.
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
3) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5866, dazed
10/09/09, signed and sealed by Michael R. Wenzel, P.E.
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 aluminum fixed window,
pr d yF T1 raWiy,1W--1T`estR tNb..-FrL;;4Z95, armed
10/08/04, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA# 05-0815.01)
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 aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc.., Test Report No. FTI. -4294, dated
10/08/04, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA# 05-0815.01)
-? -
uel r P.E.
Product Contro xa iuer
NOA No. 10-0426.87
Expiration Date: August 19, 2014
Approval Date: August 04, 2018
E-1
R.C. Aluminum Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (eorrrmgmm
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 aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4290, dazed
08/16/04, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA# 05-0815.01)
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) 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 aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. VIIA293, dated
10/08/04, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA# 05-0815.01)
7. 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 aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4296, dazed
10/08/04, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA# 05-0815.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by Al-Farooq Corporation, dated 02/01/10, signed and sealed. by Javad
Ahmad, P.E.
Complies .with ASTM E13W-04
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 09-0312.03 issued to.E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12.
2. Notice of Acceptance No. 05-1208.02 issued to EX DuPont DeNemours & Co., Inc.
for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10.
Manuel Pe.E.
Product Controler
NOA No. 1 07
EzPimtion Date: August 19, 2014
APProval Date: August 04, 2010
E-2
R.C. Aluminum Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated July 9, 2010, signed
and sealed by Javad Ahmad, P.E.
2. Proposal # 08-1635 issued by BCCO to R.C. Aluminum industries, Inc., dated
11/24/08, signed by Renzo Narciso, Engineer 1, Product Control Division.
G. OTHER
1. Notice of Acceptance No. 09-0225.08, issued to R.C. Aluminum Industries, Inc. for
their Series "FX100" Aluminum Fixed Window — L.M.I., approved on 05/27/09 and
expiring on 08/19/14.
2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, &
Condensation Resistance Calculation Report on:
1) NERC 100-2004 ".Procedure for Determining Fenestration Product U -Factors"
2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat
Gain Coefficient and Visible Transmittance at Normal Incidence"
3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation
Resistance Values"
Using computer simulation in accordance with NFRC: Frame and Edge Modeling:
THERM 5.x, / WINDOW 5x NFRC Simulation Manual (Approved at test date), of a
RC Aluminum Series "FX 100" Fixed aluminum window, along with attached
drawings and bill of materials included in Appendix A, marked -up by National
Certified Testing Laboratories, Test Report No. NCT1-110-12451.01, pages 1
through 7 of 7, dated 11/13/09, signed by Richar4A. McVicker III, Simulator, and
Steven H. Coble, NFRC Accredited Simulator, Simulator -In Responsible -Charge.
3. NFRC 102-2004 Thermal Performance Test Report on:
1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal
Transmittance of Fenestration Systems"
Test report of a series "FX100" fixed lite aluminum prime window with Low E and
4.
ATM along with mbMIUM component drawings, with applicable part numbers
manufacturing and modeling details included in Appendix A, marked -up by National
Certified Testing Laboratories, Test Report No. NCTI.-110-12352-1, pages 1 through
4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H.
Zeiders, P.E., Vice -President Engineering & Quality Person -In -Responsible Charge.
Recycled Content Determination Report on:
Name: Fixed Window, FX 100
Raw Material: Aluminum
Including letter from Fundiciones Industriales S.A. (FISA) dated March 22, 2010,
certifying that the extruded aluminum products contained 30'/o recycled scrap
material, signed by Henry Kronfle, Vice -President.
`11�1;
Manuel Pvfi# P.E.
Product Control EWmIner
NOA No. 10-0426.07
FAVIration Date: August 19, 2014
Approval Date: August 04, 2010
E-3
R.C. Aluminum Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
GREEN SUSTAINABLE ATTRIBUTES (GSA)
SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division.
Component Name ( C Value
1. Whole Window .95
G-1
�,k& 0 A
Manuel Pe
Product Control E mine
NOA No. %*42607
Expiration Date: August 19, 2014
Approval Date: August 04, 2010
LeLyend
Abrevia 'on:
Descri tion•
SS -D
Desiccant -Filled Stainless Steel S
240#2
Cardinal Low E 240 @ #2 Surface Typical
PVB 1
.090" Poly Vin 1 Butyrd TVB)interlayer
CLR
Clear Glass
BRZ
Bronze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
Component Name ( C Value
1. Whole Window .95
G-1
�,k& 0 A
Manuel Pe
Product Control E mine
NOA No. %*42607
Expiration Date: August 19, 2014
Approval Date: August 04, 2010
X. --�
I 1
L J
WINDOW MAOTH WINDOW NgpTN�
0——
!IIL
I—'--
_ WN" WIDTH WINDOW WIDTH ..WIM= WIDTH
I t 1
L J
�T WIPIDDW WIDTH I Woo= vim WPItmW WIpiH
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMOAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
95 3/4'
FALSE MUNTINS
(SURFACE aPPUED)
MAY TIE USED
Q
I tt tl /
II tl
11 II
t� tl tl ,i
't I tt
ji
yap
------ Ip------� - n 9 p (I tl
II II tl it
D N LOAD RATING FOR THESE WINDOWS TO BE AS PER
SHOWN ON SHEET 2.
AP ROYAL APPLIES TO SINGLE FIXED WINDOWS.
AL COM13MATIONS OF FOXED/FIXED OR FOXED WITH OTHER
M -DARE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY
AP ROVED MULLIONS IN BETWEEN.
LO SR DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL
WE APPLY TO ENTIRE SYSTEM.
L
UCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
NTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
TH
TY HURRIGWE ZONE (HVHZ).
KS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
THE STRUCTURE.
SHALL BE AS LISTED, SPACED AS SHOWN ON NAILS. ANCHORS
TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO,
HIRING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
AM NOT PART OF THIS APPROVAL.
A LIAO DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MAY W4 OXMIXI NG BUT NOT LIMITED TO I$TA1. SM". THAT COME INTO
ACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS
OF 2007 FLORIDA SLOG. CODE SECTION 2003.&4.
4'
THIS PRODUCT WITH GLASS TYPES 'C'. 'D' & 'E'
COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. 8
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
MmucTurimm *1669
PC
APR 0 9 010
Q-A-
drawing
no.
W04-44
DESIGN LOAD CAPACffY - PSP
WINDOW DIMS.
CLAM WITS CLISS TYPE
A'. V. 'C & V 'E'
WOO
LEMM
EXT.(+)/tNT.(-) EXT.(+)/WT.(-)
19-1/8•
24'
28-1/2'
30-80.0
37"
42"
48-
53-1/8•
w
72•
80.0 80.0
80.0 80.0
80.0 80A
80.0
80.0 80.0
e0A $0.0
80.0 a"
BOA 80.0
- 80.0
Ta-iJ8"
24"
28-1/Z"
30-
37'
42"
48'
53-1/8-
eo-
7$"
a" 80.0
80.0 80.0
8D.0 80.0
80.0 no
8D.0 80.0
80.0 80.0
80.0 80.0
80.0 no
- 80.0
24'
28-1/2'
30'
37-
42•
48•
53-1/B"
80-
78-
80.0
- 80.0
- 80.0
- 80.0
80.0
- 80.0
- 80.0
- 80.0
- 80.0
19-1/8'
24'
28-1/2"
30'
3r
42"
48"
s3-1/8'
ao•
84-80.0
- 80.0
- no
80.0
- BOA
- 80A
- no
80.0
troA
w
s
WM AND LENGTH DAMIM N5 CAN BE
AS0 Ate. Y CR HOMMIZALLY
SHM
1/8" HEAT STM'0
.090' INTERLAYER
BUTACDE PVB BY '0UPONP
ASS
`irl>4X CORN G 795
RECT. OR SQUARE
1/8' HEAT STREN'D GLASS
.090' INTERLAYER
SE"RYCLAS PLUS 'DUPow
Ll T/a' HEAT ST 'D MASS
SILICONE
DOW 793
m 7 a
s
CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME
GLASS TYPE '$'
1/8- HEAT STF"'D GLASS 1/4• AIR SPACE
5/32' TELA'. GLASS 1/8• HEAT SIREN'D GLASS
Ago" INTERLAYER
SDnVYGLAS PLUS BY 'DUPONT'
1/8" HEAT til 'D GLASS
slucow
LL CORMNC 795
7�
RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME
GLASS TYPE 'B'
3/18" HEAT stREnlb caAss
NOTE:
o90* WTERLAYER IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING @
BUTAC� PVB BY ' EXTERIOR PLY OF GLASS TYPES '8' & '0' MUST BE TEMPERED.
3/18' HEAT •0 GLASS El SILICADOw NOTE:
70 GLASS CAPACITIES ON THIS SHEET ARE
C BASED ON ASTM E1300-04 (3 SEC. GUSTS).
fI
cegr: aft AH
t GI�tL. 70392 CIO&
A90E�, - w * 4,
6
RECT. ORBSQUARE FRAME
GJ ING OPTIONS W04-44
S� TYPE 'E' AP 0 9 2010
I. 7 of 4
1/4' AM SPACE
1/8" OR 5/32' HEAT STREN'D CLASS
1/8' HEAT STREN'D GLASS
.090. 1NTERIAYER
BUTACITE PVB BY 'DUPONY
S
1/8- HEAT STREWD GLASS
sucow
Comm 793
DOW
m
7�
1/8' HEAT STREN'D GLASS
.090' INTERLAYER
SE"RYCLAS PLUS 'DUPow
Ll T/a' HEAT ST 'D MASS
SILICONE
DOW 793
m 7 a
s
CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME
GLASS TYPE '$'
1/8- HEAT STF"'D GLASS 1/4• AIR SPACE
5/32' TELA'. GLASS 1/8• HEAT SIREN'D GLASS
Ago" INTERLAYER
SDnVYGLAS PLUS BY 'DUPONT'
1/8" HEAT til 'D GLASS
slucow
LL CORMNC 795
7�
RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME
GLASS TYPE 'B'
3/18" HEAT stREnlb caAss
NOTE:
o90* WTERLAYER IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING @
BUTAC� PVB BY ' EXTERIOR PLY OF GLASS TYPES '8' & '0' MUST BE TEMPERED.
3/18' HEAT •0 GLASS El SILICADOw NOTE:
70 GLASS CAPACITIES ON THIS SHEET ARE
C BASED ON ASTM E1300-04 (3 SEC. GUSTS).
fI
cegr: aft AH
t GI�tL. 70392 CIO&
A90E�, - w * 4,
6
RECT. ORBSQUARE FRAME
GJ ING OPTIONS W04-44
S� TYPE 'E' AP 0 9 2010
I. 7 of 4
O
WHO
riPICAL ANCHORS
SEE ELEV.
FOR SPACNO
411
MCHORS
YNC
WOOD BUCKS AND METAL STRUCTURE NOT IRC ALUMINUM
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BURUIING STRUCTURE.
TYPICAL ANCHORS: sEE ELEv. FOR SPACING
I,/4" DIA. ULTBACON BY 'ELCO' (Fu -177 KSI. Fy-180 Kg)
1/4- DIA HUM KWIK-CDN 11 (Fu -183 KSI, Fy-147 KSQ
INTO 213Y WOOD BUCKS OR WOOD STRUCTURES
1-3/8' MN. PENETRATION INTO WOOD
THRU 113Y BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
1/4' OIA KVRK-FLEX SEF DRILLING IN SCREWS 6Y 'HI n' (ORALE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .080")
INTO METAL STRUCTURES
STEEL : 12 OA. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (6063 -TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPIC`! EDGE DISTANCE
INTO CONCRETE AND MASONRY - 2' MIN.
INTO WOOD STRUCTURE - 1" MIN,
INTO METAL STRUCTURE - 3/4' MIN,
CONCRETE AT HEAD, SILL OR JAMBS f'C - 30M PSI MN.
C-110 HOLLOW/Foal) BLOCK AT JAMBS fm - 2000 PW MN.
SEALANTS:
ALL FRAME AND VENT CORNERS SEALED WITH
JOINT SEALANT.
an
PE CLAN. bb3 m
APR 0 0 2010
W04-44
�^�—Typ. I snau
2400' .882
900
L:J ,975
.879 TypcA'�
875 FOR
2.125
FRAME JAW/SRL 3 FRAME MEAD/SILL/JAU8
*1.203 1.072O6TYP.9.052 .969 .907
2-�4.542�
4 GLOSS STOP (UW. GLASS) GLASS STOP (LAM. R45UL CLASS)
.110 .110
.090 TYP. 973 .090 TYP. I
.875
1.319 1�.945�7
OSNAP COVER LAM. LASS SNAP COVER LAM. INSUL CLASS
1.315 1.184
L082 I -6
NP. .812 h
1.182
GLASS STOP (UW. GLASS) GLASS STOP (LAM. INSUL. GLASS)
FOR CIRCULAR FRAME FOR CIRCULAR FRAME
.734 p-
,.997
(2� JAMB/SRL ANCHOR ClB1
1/4' MAX.
SNSI
Q C' ACCESS HALE
MAX.
Y
m N0.
PART 0
QUANTITY
DESCR ON
MATERIAL MMiF. BUPPUIER REMAm
1
CMIW-007
AS REOD.
FRAME JAMB/SILL
6083-T6
FOR FIXED MOM
2
CMIOO-012
AS REOD.
JAMB/SU ANCHOR CUP
6063-T6
-
3
CMIOO-019
AS REOD,
FRAME HEAD/SILL/JAMB
6063-T6
-
4
CM100-016
4/ WDW
CLAVA BEAD (LAM. CLASS)
6063-T6
-
4A
CMIDD-017
4/ WOW
tQAZWC BEAD (LAM. INS. GIM)
6083-T8
-
40
CUIDD-029
4/ Wow
GAZING BEAD (LAM. GLASS)
6063-T6
FOR CIRCULAR FRAME
4AB
CMIOD-028
4/ Wow
CLAZONG BEAD (LAM. INS MASS)
6063-T6
FOR CIRCULAR FRAME
S
CMI00-018
4/ WDW
SMAP COVER (LAM. CLASS)
8083-1`8
-
SA
CMI00-019
4/ WOW
SNAP COVER (LAM. WWW. GLASS)
6083-1`6
-
7
V-059
AS 000.
WANYL FOR 5/16" LAM. k KWL LAM. GLASS
PVC
-
7A
V-030
AS REOD.
VINYL FOR 7/18' LAM. CLASS
PVC
-
8
AS REM
3/18" X 3/6" X 4" I.C. SEMNO BLOCK
-
-
9
AS REOD.
1/8' X i/2' W#GLE FACE TAPE
-
-
9A
AS REOD.
3/18' X 1/2' SINGLE FACE TAPE
10 1
#10 X 1•
a/ CORNER
FRAME ASSEMBLY SCREW
ST. STEEL
I PH PLL. SMS
r
Z
PQ,0
Q,' O
to
'X O
vV'g�
TYPICAL ANCHORS TYPICAL ANCHORS N Ti
SEE ELEY. SEE ELEV. FOR SPACING o
FOR SPACOA O
Z
1/�' MAXMAb- 1/4' WM
snteea I MAX. p
v X <
v k �x fV o
N „
- - z n M 1
M
z�
v WOOD p
O V p
Po s1aLkTURE
410R�D WAS
0.
WINDOW WIDTH p
!}14 Sm OR MG SCOWS at S
SEE ELEV. FOR SPAM �3
C 0 V O u
PE
CML as ai1lts
MOWN mr4m
FLA.AA ! 7��92 � _ C
L -j HL 3! V14 '4
EXTERIOR 4WW6& drawing no.
WINDOW ,DOTE, q4- W04-44
DESIGN LOAD CAPACITY - PSF
SIDE/SIDE OR TOP/BOTTOM WINDOWS
WINDOW DIMS.
WIDTH (Nn LENGTH (L)
ONE ANCHOR TWO ANCHORS
AT EACH SIDE AT EACH SIDE
OF MULLION OF MUUJON
EXT.(+)/INT.(-) EXT.(+)/INT.(-)
19-1/8•
24'
26-1/2•
30•
37•
42•
48'
33-1/e'
38-3/8•
60.0 80.0
80.0 80.0
80.0 80.0
80'0 80.0
80.0 BOA
80.0 80.0
80.0 80.0
F 80.0 aDlo
19-t/8'
1.
28-1/2'
30•
37•
42 .
48'
53-1/6'
48•
1
80.0 80.0
72.5 Bo.o
72.8 80.0
723 80.0
70.9 80.0
62.1 00.0
62.1 80.0
62.1 80.0
19-1/8.
24'
26-1/2'
30•
37'
42'
48'
53-I/8'
80-5/8,
80.0 80.0
68.7 80.0
68.7 $0.0
88.7 90.0
86A 80.0
38.9 80.0
38.9 BOA
5&9 80.0
19-1/8'
24•
26-1/2•
30•
37•
42'
W.
72.7 80.0
59.0 80.0
88.0 80.0
59.0 90.0
88.4 80.0
49.7 80,0
19-t/8'
24•
28-1/2
30'
37'
42'
63,
69.3 80.0
88.2 80.0
59.2 80.0
55.2 BOA
53.7 904
47.3 78.9
19-1 /8'
24`
26-1/2'
37'
68'
66.1 90.0
82.7 80.0
52.7 80.0
52.7 80.0
51.3 80.0
19-1/8•
24•
25-1/2'
]0'
37'
72'
60.8 80.0
48.3 80.0
48.3 80.0
48.3 77.3
47.0 77.3
18-1/8'
24'
26-3/2•
�•
37'
74-1/4'
58.8 80lo
46.8 80.0
4g,8 solo
463 74.9
49.8 74.9
OCi1TSEE
I
TION AND
t ANCHOR TYPES
TYPICAL LI!LEVATION5
SroE BY SIDE WINDOWS
SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS
WIDTH (W) = WI + U
2
NOTES c
©1. USE CON TMS SHEET FOR SLOE BY SIDE CONVECTION
SEE CHKHART ART AT CAPACTIY OF 1X3 WNDOW MULLION. sly
$
FOR OrAM MULLION TYPx:AL ANCHORS 2. FOR AXED WX�DOW CAPACITY SEE SHEET 2 OF 5. S
SEE SEPARATE SEE
FOR SPACING 3. FOR OTHER MALXXV TYPES SEE SEPARATE HOA.
ITY
4. USE SIMM DESIGN LOAD CAPACOF 1. 2 OR 3 ABOVE.
Ti g
i m u o u o
Engr
GPMpFR6Db;)CT N1.11YL I) ,P
FIA PE /70592 "uta' "Cwh%FraFD:YMo i
CAN. 3536 :tvuCstx Ei
k
APR 0 0 2010 a
DJ, OPG. D.L OPG.
EXTERIOR dr"no Ito.
WIN"wmrN WINDOW WIDTH W04-44
APR2 013
DEPARTMENT OF PERMITTING, Om
AFFAIRS (PERA)
BOARD AND CODE ADMIN1MATION DM
NOTICE OF ACCEPTANCE C
R. C. Aluminum Industries, Inc.
2,805 NW 7e Ave
Miami, FL 33122
fU y¢ 1 VIAA.L.U.Oh
MIAMI-DADE COUNTY, FWMDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (790 315-2590 F (786) 315-2599
=TTT-77-177 =71771
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 PERA-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Havigg.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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Contrc l
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 -109" Aluminum Tw* mabw_ Txj.
APPROVAL DOCUMENT: Drawing No. W84-05, titled "&ves Tube Mullions", shams 1 through 7 of 7,
dated 45/42104, prepared by AL-Farooq Corporation, with latest revised -D- dated 03121/12, signed and
sealed by Javad Ahmad, 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.
LIMITATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall lie Equal Or Greater Than
SAE Grade 2 (Minimum Fy Of 57 Ksi (Yield Strength) And Minimum Fu Of 74 Ksi (Ultimate Strength)}.
LABELING: Each unit shall bear a permanent label with the manufaciurees name or logo, city, state, pies
and following stdment 'Mmi Dade County PredM Control Approved"
unless edwwise nftd 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 duct.
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 Bailding'Official.
This NOA revises NOA No. 09-0128.14 and consists of this page 1, evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MUW i
NOA No. 12-041&19
Expiration Date: August 19, 2014
Approval Date: Jane 28, 2012
r_ -T, Pap
R. C. Aluminum Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 04-0608.05)
2. Drawing No. W04-05, titled "Series Tube Mullions", sheets 1 through 7 of 7, dated
05/02/04, prepared by AL -Farooq Corporation, with latest revised "D" dated
03/21/12, signed and scaled by Javad Ahmad, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201---94
5) Cyclic Wind Pressure Loading, per FBC 24113.2. 1, TAS 202-94
along with installation diagram of aluminum single hung windows mulled together,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4024, dated
01/14/04, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 0"608.
2. Test reports on: 1) Air Infiltration Teri, 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(b) and TAS 202-94
along with installation diagram of aluminum fixed and casement. windows mulled
together, prepared by Hurricane Engineering & Testing Inc., Test Report No.
HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under previous NOA No. 044608.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, comnlyina with
Ahmad, P. E.
2. Glazing complies with ASTM E 1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
4/4- C- - �-4 1 � -
Jaime D.n, P. E.
Product Control Section Supervisor
NOA No. 12--0410.19
Expiration Date: August 19, 2014
Approval Date: June 28, 2012
R. C. Aluminum Industrigs, Inc.
NOTICE OF ACCEPTANCE; _ , EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the
FBC 2010, dated 03/20/12, signed and sealed by Javad Ahmad, P. E.
G. OTHERS
1, Notice of Acceptance No. 09-0128.14, issued to R. C. Aluminum Industriies, Inc., for
their Series "ML 100 Aluminum Tube Mullion -- WVLL", approved on 04/08/09
and expiring on 08/19/14,
Jaime D. Gasean, P. E.
Product Control Section Supervisor
NOA No. 12-0410.19
Expiration Date: August 19, 2014
Approval Date: June 28, 2012
E-2
MULLION SYSTEM IS RATED FOR LARGE VASSILE IMPACT.
AND CAN BE USED WITH ALL MW A—DARE COUNTY APPROVED
IMPACT AND NON—IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULLIONS_
USING MULLION PROPERTIES ONTHtS PRODUCT HAS KEN OEMM40 LY
WffH THE
OF THE FLm SUILOINO�OOOE iNcLum0 FgfUITWO TO Y v&LOCIiY
HURRICANE ZONE (HVHZ).
ALL G AZNT PRODUCTS USED I6TTN THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REOtJH EMENTS I.E: WIND LOAD, WATER
WnLTRATTON. FORCED ENTRY RESISTANCE, SAFEOUARDS ETC.
WOOD BUCKS BY OTHERS. MUST SE ANCHORM PROPERLY TO TRANSFER
LOADS TO THE Syffixl m
ANGORS SHALL BE AS USTED. SPACED AS SHOWN ON OETAE.S. EMBEONENT
TO BASE MATENIN. SHALL BE BEYOND WALL MOM Imo. TRE ETC.).
ANCHORING OONDMONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURA O DttORMSE M USED IN CON OF ANCHORS INTO WOW ONLY.
MA1Ef " INCUIm em NOT Lmm TO gmlMETAL SU2tEMS, THAT DOME OTTO
CONTACT VM OTHER DOS1A0lAR iIATERAIS SMiOLL. MEET THE REQWUMENTS
OF THE FLOMOA MOO. CODE SECTION 2001 A 4.
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS POLLCAatS.
STEP 1 DETERMBHE QESKiN LOAD REWIIRED PER ASCE 7
FOR PARTICULAR OPEApIHG.
=E _2 USE APPROVED GLAZM PRODUCTS MEERNG ABOVE LOAD
REQUIREMENTS.
STEP 3USE CONWECIION TO MUWOt AS PER PRODUCT
APPROVAL
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH
�STEP DEMON RATWO MORE 7HAN DESIGN LOAD SPECIMED
IN STEP T ABOVE.
U%NO ANCh= TYPES ON SHEET S THRU 7 AND ANCHOR CHARTS
STEP ON SHEET SELECT ANCHOR IYPE WIrH DEMON RATING
MORE THAN THE DEMON LOADS SPWRED IN STEP I AASOW
}
TU�1lAR SHAPES
B.� ALL,pY m
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MAR 20 2012
crowing no.
M04-05
L�
Lamm---•8aroo aEs .406 36
�a2S
L000 �JES W
>� f�
in 4=0 616 8af00 $ h
4 �0 .188 bf
W00425 125 230
in L L U L
1 X3 1 X4 2 X 4 1-1/2X4-1/2 2 X 6 2 X 6 0
0
STD, MULLION STD. MULLION STO_ MULLk11�1 CUSTOM MULLION SlD�bN HEAVY Mi}LUbN v
6063 08.1
-TB 8 -TB 6063-78 - 6083 -TB 6003 -TB X83 -T8
a
LL
730 L730 mR
m n 1
2� a ' yj
1-3/4' MM.. 1 S.S00 M---------5,300 •••---..JJL..
rOR 3' T10BES gg
ALL/OTHERS G
0 NOTCH-
OMM OPTIONAL 8
0 m
o g w 48�
Oprom
ANGLE QLJP MULLION CUP MULLION CLIP � P
80W -TB WB3-•T6 6003-•T6 4 aD tf D
FMI.. JAV a
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drawing no.
MAO 1 2AiZ M04-05
shoot of 7
DMON LOAD CAPACITY - PBF (TUN NDL61ON8) DFB910F1 LOAD WAOPPY - PSF {TUB& M MONS)
1-1/2 1-1/8
WIPil1aA DIB. i % 8 1 % 4 $ % 4 4 I $ $ % 8 $ % 8 AOVOOIP DW. 1 % 8 I R 4 $ % d 4-1 $ $ % S $ R 8
WIDTH (w') rata. PAN STD. 11TD. STD. cu$�ON BTD. BEAVY 1Mant MIAs. 1iTD. STD. M.
N 8M. MUVY
t9-1/8' 190.0 i6ao 190.0 I o 180.0 160.0 t9-1/8• 74.8 160.0 180.0 180.0 164.0 180.0
20-1/2• 190.0 190.0 190A 190.0 160.0 1500 29-1/2' 63.8 11&4 IWO INA 180.0 150.0
30° INA 180,0 to" 180.0 180.0 160.0 30° 147.5 101.9 14&9 180.0 180.0 180.0
JY 150.0 180.0 180.0 190.0 15010 1>.0,03Y 38.6 82.6 120.7 180.0 180.0 180.0
42' INA 160.0 150.0 1 180.0 150.0 180.0 42' 33.9 W 10&4 150.0 190.0 150.0
48" 38-3/6" 15010 180.0 t60.0 160.0 180.0 140,0 48" 74-1/4• 29.7 03.7 93.1 180.0 1KO 150.0
84' 1379 180.0 180.0 t80.0 164.0 150.0 94' 26.4 68.0 82.7 180.0 180.0 140.0
so" 124.0 180.0 180.0 1504 15MO 160.0 p• 23,8 81.0 74.4 150.0 144.1 150.0
SS' 1127 1800 150.0 15U 180.0 18(L0 88' 21.6 4&3 $7.7 13&7 131,0 180.0
7r 1033 160.0 180.0 180.0 150.0 150.0 72- - 42.5 62.0 125.3 120.1 1500
19-1/8' 150.0 18&0 t5O.0 190.0 t9M0 160.0 19-1/8' 5/10 110.4 15U 150.0 150.0 150.0
20-1/2° 15" 160.0 1SO0 150A 180.0 150.0 26-1/2' 374 79,7 11&4 150.0 180.0 150.0
30• 1429 190.0 180.0 180.0 150.0 180.0 30- 329 70,4 102A 180.0 1500 1800
3Y 1159 tSMO 180.0 15U 160.0 INA V. 26.6 87.1 43.4 180.0 160.0 150.0
42• tots 1�.0 180.0 1500 IWA 100.0 42• 23.4 50.3 73.8 150.0 166.0 180.0
48• 50-5/8' 69.1 143.1 180.0 180.0 150.0 180.0 48' ,84• - 20.5 44.0 84.3 1439 140.8 1800
54' 79.2 127.2 16&0 190.0 18&0 150.0 84• - 30.1 97.1 1279 1 1 INA
o0• 71.2 1149 180.0 180A 160.0 150.0 e0' 3&2 51.4 115.0 112.6 130.0
06' "A 104.1 160A 180.0 180.0 150.0 SO" 32.0 4&7 104.6 102.4 100.0
72' 59.4 86 4 139.3 180.0 150.0 190.0 72- - 20,3 42A 98.9 934 150.0
19-1/8' 141.3 ISMO I$M0 180A 180.0 180. 19-1/8• 349 7410 10&1 180.0 190.0 150.0
28-t/2' 102.0 180.0 180.0 160.0 I�.O 190.0 28-1/2' 24.9 834 7810 150.0 180.0 150.0
30' 90.1 150.6 160.0 160.0 180.0 180.0 30' 22.5 47.2 08.9 150.0 180.9 190.0
3Y 73.0 132.2 NMI) 150.0 160.0 JS0.0 37• 382 04.9 125.0 1399 t5o.0
42° 04.3 119.5 180.0 150.0 180.4 180.0 42' - 33,7 492 110.1 123.2 190.0
48' 00• 60.3 101.9 1459 180.0 180.0 150.0 48' 9S" - 28.5 43.1 96.3 1079 150.0
84• 80.0 90.8 132.3 180.0 180.0 180.0 14' - 26.2 38,3 85,0 95.8 150.0
80' 49.0 81.5 119.0 180.0 150.0 1500 �• 236 34,4 77.1 8&2 180.0
88' 40.9 74.1 106.2 150.0 ISMO 180.0 86• - 21.4 31.3 70.1 7&4 144.0
72' 378 87.9 "a 150.0 150.0 180.0 7Y - - 2W 64.2 71.8 1 132.0
19-1/8" 1221 180.0 180.0 18040 150.0 190.0 19-1/8° 24.2 6110 7Ss 180.0 180.0 1 150.0
26-1/2- 6&1 1504 180.0 150.0 150.0 1 100.0 28-1/2' 379 84.8 122.6 1811.0 150.0
30' 77.8 147A 15MO INA 150.0 150.0 30- - 33.1 4&4 108.3 134.5 150.0
3Y 63.1 1199 1-
- 980.0 180.0 37' 20.8 39.2 $718 109,1 180.0
42' 85.5 105A fr.0.0 15010 15Mo 16040 42• 23.7 349 77.3 9&I 180.0
4a' o3• 4&8 92.4 135:0 150.0 150.0 180.0 48" 108• 20.7 302 07.7 e4.1 150,0
84° 432 822 /2040 180.0 190.0 1544 Be - 264 60.1 74.7 137.3
60' 38.9 73.9 104.0 1NA 1910 160. �' 242 84,1 67.3 .123.6
88• 35.4 67.2 962 150.0 180.0 150.0 04' 224 4&2 eta 112.3
72' 32.4 61.$ 90.0 150.0 150.0 180.0 72• 20.2 4&1 6&1 103.0
PRODi=Psv18BA
43 ad91toF1mNs
,NLQIE: aft M12- 0.101
ARM TO BE 116CRM
W= IMMANG" 9Wt -
f� Ilii =
MULUON5 RATED iN THESE CHART'S MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
TYPICAL MULLION AR ANGEM NTS
WIDTH (W) = Wi 4 Wz
z
MULLIONS
HOM MAL muu_ N
„'� Ptroouor `:
i
L MULLION SPAN
q, MARIO 2012
m%aw I
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drawing no.
M04-05
1/4' MTI KM CON a
1-3/B' Mai. WOW PERETRAYM
R CLIP (t ON EAOH WM)
1-3/4" MN.
MW 'GiST.
ANCHOR
CUP
Wood am
OR
D STRUCTURE
1/4' HILT KWIX CON 9
1-3/B" Mai. WOOD_PppRA "
V
NG CUP
1/4' HILTI KWaI CON a
1/4' NLTJ KW ON a
1-3/4' MN.
1-1/411mm I= MASONRY OK Z" )OWN
1--t/4' UK EMBED m'U
EDCE DIST.
PER (2 ON ECH WINO)
.Ix.
ANOLi
•
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A
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•
.
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•
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v
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a
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FLOATING CLIPqy 111 Y�x 2 X t "
i 1
2 PF�t AKS E
{
{
{ {
1-3/4' O.C. MM, { {
1/4' MTI KM CON a
1-3/B' Mai. WOW PERETRAYM
R CLIP (t ON EAOH WM)
1-3/4" MN.
MW 'GiST.
ANCHOR
CUP
Wood am
OR
D STRUCTURE
1/4' HILT KWIX CON 9
1-3/B" Mai. WOOD_PppRA "
V
NG CUP
PRODTTCTTtEYlST3D
4
W
ALL Cm TO nt SMUG INTO TUBE MUU.IOIvs.
TAMAIS NAY SE HEX OR FLAT MEAD.
-ben MW AHMAD I
C.ANC' 036 n �'
drawing no.
MA Z 8 2012 M04-05
sheet 5 of 7
�v
1/4 1 M CON a
1-3/4" 1-144EMBDIO
1/4' HaT KTCON a
1-1/4' IN. INTOMASONRY
PER (2 ON ECH WINO)
.Ix.
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A
•Mai. t
•
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'
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a
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t10ATiNG CUP{
{''
I
2 x 2
ALUM ANtii.(:
dl
1 I
I 1
I I
t {
i14 SMS
J
I
O
1-324. 0.C. MAIN.
{ {
of
FpR 3" TUBE
2-3/4' O C MN.
Q
Fit ALL OTXER TUBER
N
1/4" HILT KWK CON a
1/4" HILT KWDf CON a
y
1-3/B' MLN. STOOD PENETRATKIN
t-3/0' MIL, WZ PENETRATION
1" MIN. 1` Mai. 4 PER CLIP (2 ON EACH WMO)
2 PER ANW.E
WT.
g
n-�iI•uW1
nMn
pp
t I
g
.
z��
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p _----- -----
2BY WOOD BUCK
{ {
"ONO CLOP
i i
1 1
2 x 2 x 1/8'
ALM( ANGLE
�
(U x�S
I I
I
Wm STRIx.•Ri1E
1 1
i 1
g 4 SO
2 P�11 ANGLE
{ I
N i
t
i I
1-31V
N 3' TUSE
� ..._
PRODTTCTTtEYlST3D
4
W
ALL Cm TO nt SMUG INTO TUBE MUU.IOIvs.
TAMAIS NAY SE HEX OR FLAT MEAD.
-ben MW AHMAD I
C.ANC' 036 n �'
drawing no.
MA Z 8 2012 M04-05
sheet 5 of 7
MASONRY
CO 2E 1/z" MO.SOL
• ,
CLIP
i
NON CON 'a 1/4Nan W& CON I
1. EMBED RIM MASONRY 1_3/4° MN. N10 MASONRY
1 (1 ON EACH Wa1O) 1 PER ANOLE7
• •, '� •.T
Me CLIP
4 SUS
2 PERIANOLE
1-3/4' D.C. MIN.
FOR 3" 7UBH
Y1,
2-3/4. O.C. MIN.
FOR ALL OTHER TUBES
3 SCREWS PER ANGLE
A
' 3° d1N. MWX CON a
—1-3/4' MN. EMBED 900 MASOFIRY
2 PER CLIP (1 ON EACH WNO)
X 1 "
e �
ALL ClJPS TO FR SNUG INTO TUBE MULLtON5.
TAPCONS MAY BE HEX OR FLAT HEAD.
ANGLES CONNECTED CWCILY TO MASONRY TO BE PROTECTED
' SUCH AS BITUMINQUS RN'OR
►,tet 2 p 2012
draMnng�no.
M04--05
a—Od 1/4" MLTI RWIK CON a
1-3/4' MIN. EMBED INTO MASONRY
1/4` Han RYRN CON I
1-3/4° MN. EMBED INTO MASONRY
MIR.
3. 4 PER MP(2 ON EACEN. WaXi)
2 IRR MOLE
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,7
MASONRY
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11
ALUM2ANDlE3°
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1 1
1 I
1
2 PER
1 1
1 t
1-3/4" O.C. MIN.
1
FOR 3° TUB
2-3/4° O.C. MIN.
FOR ALL OfliEN WBES
3 SCREWS PER ANGLE
ANCHORS TYPE
'AA4'Q
a
W
Z LL
m
N of
2
7i
j
4Ny
Z�^
e �
ALL ClJPS TO FR SNUG INTO TUBE MULLtON5.
TAPCONS MAY BE HEX OR FLAT HEAD.
ANGLES CONNECTED CWCILY TO MASONRY TO BE PROTECTED
' SUCH AS BITUMINQUS RN'OR
►,tet 2 p 2012
draMnng�no.
M04--05
i
p
METAL STRUCTURES
(STEEL OR AUkd. i/8° MIN. THU
STEEL s Fy
-36 KS! MIN.
ALL1Y�VtIM : 6083-16 MIN.
'S d14 SMS OR
PER ARM i j4' TM
J
4X2X1
I 1 ALIfY
I
PER
it4 SMS '
i%4° o c W
ANCHORS TYPE 'B2'
d 14 S M 8. TUBE MULLION
CWXmL
010 F.H. B.Y.S.
2/ 5W I
1/8° THICK ALUM 1
LIM, TO FR SNUO
INTO MULL= i j TUBE MULLION
I
I
X PER �
or O.C. MIN,
METAL STRUCTURES
(STEEL OR AIM I/W IAN. IN"
MSTEEL Fy JB KSI TAN.
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S
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4 &A.4
P11ANGLE
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ER CLIP 1 I i!
t.c. emJ. I I I
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t-3/4° X 2° X t/8° (FOR 281; PTtH)lIG'I FoViS1ID ' FLA. P£ 7lD82
3j4° X V K t/8' FOR (i BY p� !EE
OJLN.'' A
CUT TO FIT SNUG iN W TSE
ANCHOR Qff.�LX
METAL R
�f
TO METAL CO MECTION R 2 9 2012
USE CHARTS FOR ANCHOR T%PE '84' TO Vhc M CAPACITY OF CONNECTION
SEE SHEET 4 OF 7 FOR ANCHOR CHARTS
drawing no.
M04-05
r -4
M'® E MIAMI-DADE COONTY�
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION ISO T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTAN www.mi mi d /
Trulite Window & Door Solutions LC
8130 NW 70 Avenue
Medley, FL 33166
SCOPE:
This NOA is being issued under the plic I d r lations governing the use of construction
materials. The documentation submi leve d accepted by Miami -Dade County PERA =
Product Control Section to be used in rami ade unty 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. PERA
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 "Exterior Glazed" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W06-84, titled "Exterior Glazed Alum. Fixed Window.
(L.M.I.)", sheets 1 through 5 of 5, dated 12/11/06, with revision C dated 11/18/11, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, 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,
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 and renews NOA # 10-0804.08 and consists of this page 1 and evidence pages E-1, E-2,
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.11-1213.08
LAM . u� uNn Expiration Date: December 13, 2016
Approval Date: February 02, 2012
Page 1
Trulite Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W06-84, Sheets 1 through 5 of 5, titled "Exterior Glazed Aluru.: Fixed .
Window (L.M.I.)", dated 12/11/06, with revision C dated 11/18/11, prepared by AI-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 2 mulled fixed frame
windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E.
(All test reports below submitted under previous NOA #01-0102.05)
2. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum arch fixed window (3/16" temp),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1174A,
dated 10/19/00, signed and sealed by Arshad Viqar, P.E.
3. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum rectangular fixed window (3/16" ann),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1174B,
dated 10/19/00, signed and sealed by Arshad Viqar, P.E.
4. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94.
3) Water Resistance Test, per PA 202-94
along with installation. diagram of an aluminum rectangular fixed window (3/16"
temp), prepared by Hurricane Engineering & Testing Inc., Report No.
HETI-00-1174C, dated 10/19/00, signed and sealed by Arshad Viqar, P.E.
5. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum rectangular fixed window (3/16"
temp), prepared by Hurricane Engineering & Testing Inc., Report No.
HETI-00-1174D, dated 10/19/00, signed and sealed by Arshad Viqar, P.E.
Manuel er P.E.
Product Contra miner
NOA No. 1-1213.08
Expiration Date: December 13, 2016
Approval Date: February 02, 2012
E-1
TruBte Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNnNUED)
(All test reports below submitted under previous NOA #01-0102.05)
6. 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 installation diagram of an aluminum rectangular fixed window (lam 3/16"
HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-907A,
dated 12/06/00, signed and scaled by Arshad Viqar, P.E.
7. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum fixed rectangular window (lam 3/16"
HS), prepared by Hurricane Engineering & Testing Inc., Report No.
HETI-00-1162, dated 12/6/00, signed and sealed by Arshad Viqar, P.E.
8. 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 installation diagram of an aluminum fixed rectangular window (lam 3/16"
HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-907B,
dated 12/6/00, signed and sealed by Arshad Viqar, P.E.
9. 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 installation diagram of an aluminum fixed arch window (lam 3/16" HS),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-916, dated
12/6/00, signed and sealed by Arshad Viqar, P.E.
10. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum fixed rectangular window (3/16" ann),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1163, dated
12/6/00, signed and sealed by Arshad Viqar, P.E.
(Submitted under previous NOA #01-0102.05)
11. 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 installation diagram of an aluminum fixed arch window (lam 3/16" HS),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-917, dated
12/6/00, signed and sealed by Arshad Viqar, P.E.
12. Test reports on: 1) Uniform Static Air Pressure Test, Loading. per PA 202-94
along with installation diagram of an aluminum fixed rectangular window (1/8" ann),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-915, dated
12/6/00, signed and sealed by Arshad Viqar, P.E.
Manuel Per .E.
Product Control xa ner
NOA No.1 i- 13.08
Expiration Date: December 13, 2016
Approval Date: February 02, 2012
E-2
Trulite Window & Door Sal cions LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by Al-Farooq Corporation, dated 03/02/09 and revised on
12/05/11, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL; CERTIFICATIONS
1. Notice of Acceptance No. 114325.05 " issued to Solutia, Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated December 7, 2011, signed and sealed by Javad Ahmad, P.E.
2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign
Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.,
dated 02/03/10
3. Certificate of registration of name change from "Trulite Residential Windows, LLC"
to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11,
signed by J.W. Bullock.
4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite
Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W.
Bullock.
5. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.),
managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(iransferred from file # 10-
0930.07).
6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated
02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-
0930.07).
G. OTHER
1. Notice of Acceptance No. 10-0804.08, issued to Arch Windows, LLC dba AWP for
their "Exterior Glazed Aluminum Fixed Window — L.M.I.", approved on 11/24/10 and
expiring on 12/13/11.
0" A
Manuel Per
Product Control Exa . r
NOA No. 11-1213.08
Expiration Date: December 13, 2016
Approval Date: February 02, 2012
E-3
WINDOW WINIM
WIDTH
WIDTH
L J
DOW WIDTH- WINDOW WIDTH
wwl _ II —__—�
3 1 I S I I
L_ .J
WINDOW
�WIDTH� WIN, _ DOW WIDTH , WINDOW WIDTH
j I 9 ii
S /
cL)j
�WIN�DOW W�IDTH WINDOWWIDTH
I WINDOW WIDTH
I I
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
F
(SUR
USE MUNTINS
ACE APPLIhy)
MAY BE USEEDD
rf1
II
11 II
11 II it
II 11 tl
11 11 I I
_______
ii II II
II II II
It I II
Ili II
II
Eagr UVAIXIX 4
ti II
7
11 II II
II II
e
II
12' MAX. 8' MAX
HEAD/SILL HEAD/SILL
CORNERS
EXTERIOR GLA7,KD ALUMINUM FIXED WINDOW
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FDCED/FD(ED OR FIXED WITH OTHER
MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS
SHOWN ON SHEET 2.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE CURRENT FLORIDA BIHUNNG CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
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 BALE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL,
A WAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/MEIAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF CURRENT FWRMA BLDGG, CODE SECTION 2003.8.4.
E RATED FOR LARGE &MALL MISSILE IMPACT
HUWREQUIRED.
$
Eagr UVAIXIX 4
!R011UCTRBVISBD
7
0
e
Rm
100
draaNng no.
W06-84
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E13OG-04 (3 SEC. GUSTS).
SILNX)NE Gil:g
DESIGN LOAD CAPACM - PSF
SILICONE GE 2800
1/8' MIN. GLA
WINDOW DIMS.
GLASS TYPE 'A' GLUE TYPE 9Y
.090 SISUTIA SAFLD( DIG
ANCHORS TYPE 'A' ANCHORS TYPE 'A' ANCHORS TYPE '8'
WIDTH LENGTH
EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-)
18-1/e•
26-1/2'
W.
53-1/8-
28•
70.0
70.0
0&0
65.0
65.0
850
70.0 70.0 65.0 85.0 950
65.0
70.0 70.0 65.0 65.0 85.0
99.0
7010 70.0 85.0 69.0 69.0
65.0
19-1/8•
26-1/2'
37"
53-1/8•
38-3/8°
70.0
70.0
65.0
650
0510
89.0
70.0 7010 9510 65.0 85.0
6510
63.7 63.7 1 65.0 65.0 85.0
9310
61.5 918 86.0 65.0 65.0
6&0
19-1/8"
26-1/2'
37'
53-1/8"
�•
70.0
70.0
69.0
69.0
85.0
6810
700 70.0 85.0 85.0 65.0
65.0'
63.7 63.7 65.0 8310 6&0
68.0
00.2 602 6&0
65.0
18-1/8'
28-1/2"
37"
53-1/6'
8r
70.0
70.0
65.0
6510
65.0
65.0
70.0 70.0 6&0 65.0 08.0
65.0
60.7 80.7 650 68.0 65.0
8&O
04.3 1 64.3 89.0
68.0 '
19-1/8'
26-1/2
3Y
W3-1/01
74-1/4°
70.0
70.0
85.0
85.0
8&0
6510
698 899 8&0 MO 6&0
65.0
47.5 479 &3.0 65.0 BBA
85.0
97.3 57.3 B&O
65.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E13OG-04 (3 SEC. GUSTS).
SILNX)NE Gil:g
SILICONE GE 2800
1/8' MIN. GLA
3/18' H.S. GLASS
.090 SISUTIA SAFLD( DIG
ANCHORS TYPE 'A' ANCHOR TYPE 'A' ANCHORS TYPR
.090 SOLUTIA SAFLEX M
PVB INTERLAYER
EXT, (+) INT. (-) EXT. (+) INT. (-) M. (+) INT. C-)
PYB IMERLAYER
1/8• ANN. (BIBS
70.0
3/18" HS. GLASS
SILICONE GE 2800}
�-
SIUWW GE 2800
L
704 70.0 6&O 85.0 85.0
65.0
GLASS TYPE 'A' GLASS TYPE 'D'
Itl2TE:
WIDTH AND LENOM DIMFNSIDNS CAN SE ORIENTED
VERTICALLY OR FmR OMMLLY AS SHOWN ABOVE
DESIGN LOAD CAPACITY - PSF
WINDOW DIES.
GLASS TYPE 'A' GLASS TYPE $'
ANCHORS TYPE 'A' ANCHOR TYPE 'A' ANCHORS TYPR
WIDTH
LENGTH
EXT, (+) INT. (-) EXT. (+) INT. (-) M. (+) INT. C-)
18'
24•
30'
38'
42'
48•
54"
so*
68'
72•
24'
70.0
7010
05.0
054
65.0
65.0
704 70.0 6&O 85.0 85.0
65.0
7010 70.0 650 65.0 55.0
65.0
700 70.0 BBA 65.0 65.0
65.0
70.0 70.0 85.0 85.0 8&0
60.0
7010 70.0 6610 650 65.0
65.0
704 70.0 65.0 6510 65.0
65.0
70.0 70.0 65.0 1 650 85.0
65.0
704 70.0 8&0 85.0 65.0
65.0
70.0 700 85.0 88.0 88.0
65.0
18'
24•
30•
36'
42•
48'
54•
60'
88'
72'
38'
70.0
70.0
65.0
85.0
8&0
65.0
70.0 70.0 65.0 65.0 $5.0
88.0
70.0 70.0 65.0 65.0 05.0
85.0
85.5 868 6&0 65.0 85.0
85.0
65.8 65.5 65.0 65.0 65.0
65.0
65.5 608. 65.0 6510 65.0
6510
658 088 85.0 88.0 65.0
65.0
058 658 60.0 85.0 85.0
65.0
58.4 8&4 86.0 $5.0 65.0
68.0
49.7 49.7 8410 04.0 65.0
65.0
16"
24•
30•
38'
42"
48•
1'
BO"
Be
72°
48"
70.0
70.0
OSA
60.0
65.0
6510
70.0 70.0 65.0 6510 6510
8610
7010 70.0 85.0 05.0 68.0
6510
6510 659 05.0 650 65.0
80.0
58.2 562 85.0 65.0 65.0
6510
49.1 49.1 65.0 60.0 60.0
65.0
49.1 49.1 65.0 65.0 65.0
654
49.1 49.1 60.0 8010 05.0
6510
61.7 61.7 05.0
65.0
54.0 54.0 65.0
85.0
15•
24`
so'
38•
42"
48"
84'
60•
88'
72'
BO"
70.0
70.0
60.0
65.0
65.0
05.0
70.0 7010 85.0 88.0 8&0
0510
70.0 7010 6&0 Bao 65.0
8010
BBA 659 05.0 65.0 65.0
65.0
$82 562 63.3 83.3 65.0
85.0
49.1 49.1 6010 00.0 60.0
6510
882 58.2 85.0
85.0
579 07.6 80.4
80.4
57.6 87.6 60.4
6D.4
- - 49.4 49.4 60.4
80.4
18'
24"
30"
36'
42'
48•
S4•
80'
M°
70.0
7010
650
65.0
65.0
65.0
70.0 7010 0510 68.0 65.0
65.0
02A 52.0 65A 65.0 65.0
65.0
49.7 49.7 84.0 84.0 65.0
65.0
88.1 58.1 054
68.0
5410 54.0 6510
68.0
512 51.2 68.0
65.0
49.4 49.4 60.4
60.4
18•
24°
30•
30•
42"
48'
54' (
-
84°
i
- 7010
-70.0 -
65.0
65.0
65.0
8510
70:0 - - - 70.0 6510 188.0 8810
85.0
502 50.9 6510 65.0 65.0
8&0
61.1 61.1 65.0
8&0
549 54.9 05.0
8&0
- - 50.4 80.4 6510
8&O
47.2 47.2 55.0
65.0
Itl2TE:
WIDTH AND LENOM DIMFNSIDNS CAN SE ORIENTED
VERTICALLY OR FmR OMMLLY AS SHOWN ABOVE
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'A' GLASS TYPE 'B'
ANCHORS TYPE 'A' ANCHORS TYPE 'A' ANCHORS TYPE '6'
WIDTH
LENGTH
EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-)
18'
24•
30•
38"
4Y
48"
98•
70.0
70.0
85.0
650
650
65.0
668 86.8 65.0 85.0 68.0
550
47.2 472 05.0 88.0 65.0
65.0
59.1 59.1 68.0
654
82.7 52.7 88.0
85.0
- - 48.0 480 65.0
65.0
18'
24'
30'
30•
4Y
108•
70.0
7010
1 68.0
65.0 1
85.0
680
70.0 7010 65.0 65.0 65.0
65.0
- 65.0 5510 65.0
65.0
- 57.8 57.8 85.0
65.0
51.1 $1.1 65.0
88.0
16'
24"
30"
36"
114°
62.2
822
65.0
0&0
65.0
05.0
822 022 65.0 6&0 65.0
85.0
8610 65.0 68.0
85.0
80.0 80.0 88.0
65.0
18•
24'
30°
36"
120°
55.6
55.8
55.0
65.0
65.0
65.0
SS9 55.8 65.0 650 88.0
65.0
65.0 65.0 68.0
650
56.8 56.8 65.0
65.0
18'
24•
30`
137
44.6
44.6
88.0
65.0
65.0
65.0
65.0 65.0 65.0
88.0
65.0 6810 85.0
8510
t8'
24`
30•
144•
39.2
392
85.0
850
65.0
6510
85.0 85.0 65.0
88.0
64.3 64.3 65.0
6810
Itl2TE:
WIDTH AND LENOM DIMFNSIDNS CAN SE ORIENTED
VERTICALLY OR FmR OMMLLY AS SHOWN ABOVE
TYPICAL ANCHORS
TYPICAL ANCHORS
WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
SEALANTS:
FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH
SILICONE SEALANT.
MIAMI-OADE COUNTY APPROVED
MULLION Na MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS: SEE ELhv. FoR sPAax a
TYPE -A'- s311W DIA TAPCON BY 'DtY (r—i2O KSI, Py -92 Kq)
3/18" DIA. ULTRACON BY 'ES,CO%Fw177 KSI, Fy-IN KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8' MIN. PENETRATION INTO WOOD
THRU 16Y BUCKS INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MAGONRY
DIRECTLY INTO CONIC. OR MASONRY '
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
TYPE 'B'- 1/4' DIA. TAPCON BY 'DW (Fu -12a KB, Fy-92 aha)
1/4" DIA. ULTRACON BY 'ELCO(Fu-177 KSI. "m KSQ
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/B" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
3/16' DIA. TEKS OR SELF DRILLING SCREWS (Mfoz 5 CRs)
INTO METAL STRUCTURES
STEEL : 12 QA. MW. (Fy = 36 KSI MIN.)
K.
ALUMINUM : 1/8" THMIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
910 SMS OR SELF DRILLING SCREWS (OWE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")
(NO SHIM SPACE)
Ed - ANCHOR EDGE DISTANCE
INTO CONCRETE AND MASONRY = 1-1/4' MIN.
INTO WOOD STRUCTURE = 9/18' MIN.
INTO METAL STRUCTURE - 1/2' MIN.
CONCRETE AT HEAD, SILL OR JAMBS Po - 3600 PSI MMI.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MRN.
—2 wilhthe Molh
OAN. .I Nm
- -
m
N
drawing no.
W06-84
4%U
z P
08
o
IL
IZ
h
333
a W�
0
1/4' Si9M fi
MAX. 1/4" MAX.
(� SEMS g
C D.L. OPG. 1/4' MAX. 5 URE
WOOD SHIM
R TYPICAL ANCHORS
WOOD 3 s'o PD,DR _
TYPICAL ANCHORS
.. _..._.. r. =:._. _. _ ._... _.._.._.._.._.. .:—.._.._.., .. .; _..�- — —
FOR SPACING
�
--
:_:._..; . _:_..... ._.._,_;._.._.._.,_.._. .......................... ,._.._..r. ......... —
o M lq
1 EXTERIOR
TYPICAL ANCHORS 3
SEE ENIWINDOW WIDTH o
FOR SPACING
looms
APPRRADE COUNTY C y�
APPROVED MUWON 3$
& MULLION ANCHORS TYPICAL ANCHORS
SEE SEPARATE NOM SEE ELEV. o �y
FOR SPACING
Willyg
3
171a
�a<mo
• FJ�gr: JO A � •a
WINDOW WIDTH WINDOW WIDTHE 0 PRODIICI'RBV1 N \ $Y
Fl CAA M. BaUdftCoftNO
—
drawing no.
tips\ W06-84
Q, � ahaet 4 of 5
I.96R 9
o� V
TYP.
1A49
.799 .—IC O
775
WINDOW FRAME
h
Og m
SQ¢@
WELDED JOINT 4,
WELDED JDwr AT ENDS i GGG
AT ENDS �1
O
4 _1
d.
CIRCULAR WINDOWS � OPTIONAL CORNER
rj
c� 3
o z
o
I x cobAA
I
RECT. OR SQUARE WINDOWS
TYP CORNER MAILS 9
i gamci
CML'• PRODUCT R6VISBD j
FM PE 7M B �withdbP�rfda
IL, 12
q�v
drawing no.
W06-84
sheet g of g
ITEM NO PART QUANTITY OSSCRTPTTON MATffiUAL MANE./30PLffit/9Sl4ARR8
7 YE --60 4 WBOXWY FRAME ALUiONUM 8083-T8
3 - AS READ. GIAZPIO COMPOUND SILICONE GE -2800
4 g8 X t' 12/
CORNER FRAME ASSEMBLY SCREWS
-
M®D1ADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) mt i ova ray
Trulite Window & Door Solutions, LLC
8130 NW 70 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 and accepted by Miami -Dade County PERA -
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. PERA
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 111400 Impact View" Outswing Aluminum Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W01-52, titled "Series -1400 ImpactView Alum. Casement
Wdw. (L.M.IX, sheets 1 through 7 of 7, dated 08/08/01 with revision H dated 12/23/11, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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,
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 # 11-0222.03 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
iwrtt�e rtr
NOA No. 12-0118.25
JA
..., Expiration Date: October 25, 2016
Approval Date: March 15, 2012 /
Page 1J
Trulite Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W01-52, Sheets 1 through 7 of 7, titled "Series -1400 ImpactView Alum.
Casement Wdw. (L.M.I.)", dated 08/08/01 with revision H dated 12/23/11, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202-94.
2) Large Missile Impact Test, per SFBC, PA 201-94.
3) Cyclic Wind Pressure Loading Test, per SFBC, PA 203-94.
along with installation diagram of an aluminum casement window, prepared by
Fenestration Testing Laboratory report No. FTL-3762, dated 06/10/03, signed and
sealed by Joseph Chan, P.E.
(Submitted under previous NOA #07-1018.06)
2. Test reports on: l) Uniform Load Static Air Pressure Test, per SFBC, PA 202-94.
2) Large Missile Impact Test, per SFBC, PA 201-94.
3) Cyclic Wind Pressure Loading Test, per SFBC, PA 203-94.
along with installation diagram of an aluminum casement window, prepared by
Fenestration Testing Laboratory report No. FTL-3758, dated 04/01/03, signed and
sealed by Joseph Chan, P.E.
(Submitted under previous NOA #07-1018.06)
3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94.
2) Uniform Load Static Air Pressure Test, per SFBC, PA 202-94.
3) Water Resistance Test, per SFBC, PA 202-94.
4) Forced Entry Resistance Test, per AAMA 1302.5.
5) Large Missile Impact Test, per SFBC, PA 201-94.
6) Cyclic Wind Pressure Loading Test, per SFBC, PA 203-94.
along with installation diagram of an XX configuration 76" wide by 76" high
aluminum casement window glazed with 5/16" HS Safrex, prepared by Fenestration
Testing Laboratory report No. FTL-2954, dated 10/10/01, signed and sealed by Luis
Antonio Figueredo, P.E. (Revised marked -up drawing was submitted on September
26, 2001)
.(Submitted under previous NOA #01-08147.07)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by Al-Farooq Corporation, dated 05/06/09, 09/03/10, and
updated on 01/04/12, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM El 300-04
Manuel z, P.E.
Product Contra Elminer
NOA No. 0118.25
Expiration Date: October 25, 2016
Approval Date: March 15, 2012
E-1
Trulite Window _& Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05105/11, expiring on 05/21/16
2. Notice of Acceptance No. 07-1116.11 issued to Saf-Glas, LLC for their "SAF -CLAS
Polycarbonate Laminate", dated 12/27/07, expiring on 12/16/12.
3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their
"Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14.
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC-2010, and of no financial
interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P:E.
2. Laboratory compliance letter for Test Report No. FTL-3762, issued by Fenestration
Testing Laboratory, Inc., dated June 19, 2003, signed and sealed by Joseph Chan, P.E.
(Submitted under previous NOA #07-1018.06)
3. Laboratory compliance letter for Test Report No. FTL-3758, issued by Fenestration
Testing Laboratory, Inc., dated April 10, 2003, signed and sealed by Joseph Chan, P.E.
(Submitted under previous NOA #07-1018.06)
4. Florida Dept of State, listing of Tmlite Window & Door Solutions, LLC (Foreign
Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.,
dated 02/03/10.
5. Certificate of registration of name change from "Trulite Residential Windows, LLC"
to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11,
signed by J.W. Bullock.
6. Certificate of registration of name change from "Arch Windows, LLC" to Trulite
Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W.
Bullock.
7. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability
Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10.
8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated
02/04/10, managed by Arch Intermediate Holding, LLC.
G. OTHER
1. Notice of Acceptance No. 11-0222.03, issued to Arch Windows, LLC dba AWP, for
their Series "1400 Impact View" Outswing Aluminum Casement Window - L.M.I.,
approved on 04/14/11 and expiring on 10/25/16.
Manuel Per .E.
Product Control E m er
NOA No. 12- 8.25
Expiration Date: October 25, 2016
Approval Date: March 15, 2012
E-2
SERIFS -1400 IMPAGWIEW
ALUMINUM CASEMENT WMDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS,
ALS COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE 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 TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY
HURRICANE ZONE (HVHZ).
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 SHAD. BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT U[MrrED TO STEEL/MET'AL SCREWS, THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
4 OR 8 AVER OF
RS
AT HEAD & SEL
SEE CHART ON SHEET 2
FOR CAPACITIES Z
11 1/4' 12 3/4'
�/� . 2 1/2' HEAD/SILL
� 8 h
YYY �
p1 �h
BUTT HINGES OPTIONAL
_=
WINDOWS UPTO 38-3/8
RMUM 2 HINGES ONLY fl $
311 7/8' MAX. WWDOYIS UPTO 38° HE $ "'
i
REQUIRE IATCH ONLY 33
D.L. OPG.
38 3/4' MAX.
VENT WIDTH Go 2
THESE WINDOWS ARE RATED FOR TARGE & SMALL MISSILE IMPACT.
SHUTTERS AGE NOT REQUIRED.
LAMINATED GLASS
LARGE MISSILE IMPACT
mom=92 av,..*fnBRawm d8
BAS No
Date !b
241 By drawing no.
W01-52
D28I9N TOAD CAPACLM - PSY FOR ( X ) 8!268
9D4OOif
DIM0.
_:'PItP&9;
'O' 8 b''
OLA89 TYPE
'D'
We" DD®.
..61.689 TYPES 9688 Tres MASS TYPES maw TYPB
'8'. 'C a b' '2' l;'. 'C a 'D' B'
W871H
HEIGHT
EXT.(+) .1M{-) E%T.(+) I 1M.(-)
WIOD1
HMW
EXL(+) 1Nf.(-) ETR.(+) 1M:(-) E7ff.(+) IW4-) EXL(+)
78-1/8'
28-1/2'
3Y
TSA
78.0
88.0
BSA
37'
83-t/8•
74'
(3)
79.0 75.0 8&0 8&0 78.0 7&0 8&0 8810
75.0 T6.0 88.0
8510
78.0 7810 WA 88.0 76.0 no 8510 85.0
MO 78.0 BSA
85.0
7810 7810 BBA 8810 7510 75.0 G&O 60.0
18-1/8'
28-1/Y
37'
JB
8&0
(4)
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&910G.065.0
37•
53-1/B°
74•
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G.0
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1 73.0 73.0 BBA 65A 75.0 78.0 05A SU
78-1/8•
28-1/Y
37°
(6)
no
75A
83.0
68.0
37'
83-t/8•
74'
50-5
(5)•
7610 8.0 78.0 S&O 65A 7 78.0 86.0 6&0
7&c- 7310 8810
GSA
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-
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18-1/e'
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1 85.0
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7310 75.0 OLA
S&O
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75.0 no 1 W.0 654 MO 7510 8510 0&0
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12'
18'
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30•
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35'
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(3)
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38'
48•
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78'
38'
(3)
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60'
72•
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no 7810 -
-
44.8 44.9
( )-- NO. OF ANCHORS PER JAMB
( ) - NO. OF ANCHORS PER JAMB
HEAT STRDM GLASS
-.013' URETHANE ADHESIVE
.070' WIERIAYER
*SW-OLAS' POLYCARBONATE
BY 'SECURITY WACT GLASS' B
1 �015' URETHANE ADHESNE
rt/8' HEAT STREWD GLASS
s
CLASS TYPE 'C'
x3/15• ANN. GLASS
GLASS TYPE 'D'
- YH-84d BY 'SURFACE SPECIALTIES' u s
3/10' ANN. CLASS
SILICONE
!. GE 2800 NOTE; c
i! V GLASS CAPACITIES ON THIS SHEET ARE a 5 E
4 ! 1! BASED ON ASTM E1300-04 (3 SEC. GUSTS)
!! !! AND FLORIDA BUILDING COMMISSION
ii!DECLARATORY STATEMENT DCA05-DEC-219
s I:
Eu6r. JAW, PRODUCT' REVISED G
FIA.•PEM70982 'OBaaSplyl�a41h1he P6oa(d6
caH. T3aildiilg CA*GLASS TYPE 'E' I No
1 x 26(2 By
rlodwdrowklg no.
GLAZING OPTIONS W01-52
6hM 2of 7
I
1/8' HEAT STREWD GLASS
��V
I
090 PV8 INTERLAYER
Z y
SAFIEX/IGW-SAFE MAXO/UM
Z BY SOlmw
S(F$yRi
1/8' HEAT STREWD GLASS
SWCONE
GE 2800
4
fY ua.
n
O as
IN
GLASS TYPE 'B'
O_
1/8' HEAT STREWD GLASS
.120 WIERIAYER
UVEKOL LIQ REMN
! BY '�1IiFACE SPECIALTIES'
g
L's
1/8' HEAT STRET4'D GLASSSILJCON
pag �7
SQ
GE 2800
[S 10
10
Q) M
4
^�
•i
I
GLASS TYPE 'D'
- YH-84d BY 'SURFACE SPECIALTIES' u s
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SILICONE
!. GE 2800 NOTE; c
i! V GLASS CAPACITIES ON THIS SHEET ARE a 5 E
4 ! 1! BASED ON ASTM E1300-04 (3 SEC. GUSTS)
!! !! AND FLORIDA BUILDING COMMISSION
ii!DECLARATORY STATEMENT DCA05-DEC-219
s I:
Eu6r. JAW, PRODUCT' REVISED G
FIA.•PEM70982 'OBaaSplyl�a41h1he P6oa(d6
caH. T3aildiilg CA*GLASS TYPE 'E' I No
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rlodwdrowklg no.
GLAZING OPTIONS W01-52
6hM 2of 7
LOCATION OF
ANCHOR CLUSTER.
AT IMPOST
AT XX WINDOM ONLY
2 PER HINGES-I'�AI
a
0
W
7-1
^a a1 • •�TQI�e
a aou
`TYPI :AL ANCHORS
SEE ELEV. FOR SPACING
r4%
I—DADE COUNTY APPROVED
JON & MULLION ANCHORS
SEPARATE NOA
#12 SMSJ
TYPICAL AICIC
SEE ELEV. FOR SPACI
WOOD BUCKS AND METAL STRUCTURk NOT BY TRULTTE
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE
TYPICAL ANCHORS]
SEE ELEV. FOR SPACING d"
TYPICAL ANCHORS: SEE ay. FOR SPACING
1/4" TAPCONS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN, EMBED INTO CONC, OR MASONRY
A14 SMS OR SELF DRILLING SCREWS
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (8083—TS MIN.)
(STEEL IN CONTACT WM ALUMINUM TO BE PLATED OR PAINTED)
J12 SMS OR SELF DRILLING SCREWS
INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090'
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 1-3/4" MIN.
INTO WOOD STRUCTURE = AS SHOWN
INTO METAL STRUCTURE = 1/2" MIN.
CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN.
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SILICONE OR ACRYLIC SEALANT: ,
Ener. JAVAD IAD A PRODUCTREVISED
' IAM
""mamwimvAthawFlodk
IN
J, •0 9
[B1j
drawing no.
W01-52
sheat 3of 7
ANGLES Q s
AT ir 1/4" SIGM AND AT ,
`,a " -
SEPARATESHIM
M"l—DADE COUNTY
MAIL
PER SEE ©
wow «SEE ELEV. FOR SPACING --JEJ7 9
'WOOD SUCKS
TYPICAL ANCHORSo EXTERIOR© o EXTERIOR
D.L. Opo. WINDOW WIDTH WINDOW WIDTH
VENT WIDTH
WINDOW WIDTH SEEELEV. _
WINDOWS FOR SPACING
TYPICAL
/. ANCHORS SINGLE VENT
SEE ELEV. FOR VA.
SHIM
' o
o lull ©11�fl WOOD BUCKS
o
gy
STRUCTURE SEE ELEV. FOR SPACING
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,"
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WINDOW WIDTH m
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rAnCAL ANCHORS
r i
SEE ELEV FOR SPACING DUAL VENT WINDOWS
�uBY
NOTE- TYPICAL ANCHO
FOR HBHEADDUAILQ)ALT. SEE ELEV. FORR$ SPACING 4,,U
INSTALL CLLWER OF ANCHORS AT Up=
LINE AS SHOWN TYPICAL ANCHORS
toy SEE EUNS. FOR SPACING METAL
07 XZ STRUCTURE MIAMI-RADE BUC*( COUNTY APPROVED
MULLION & MULLION ANCHORS
2 SEE SEPARATE NOA
I
M ON AN4
----------
ALTERNATE
#72
I
INGE 8
TYP M.L ANCHORS rd-M ANCHOR!I
SEE ELEV. FOR SPACING SEE EM. FOR SPACING
yO
1 T/8•X 1/8`2-7/6- =0
ALTERNATEr rT MI2'M.Z'L./. ALTERNATE
1/4- SHIM AND a MIDHEIGHT
MAX
0 J1.1 1/2' 1
WOOD mm
E ri
OR
Z § w
rf
"OR VC. DA- OPG. Ell
VENT Wum WINDOW WIDTH VENT WIDTH
ALTERNATE
z
7YPIrAL ANCHORS
SEE ELEY. FOR SPACING
PRODUCr RSVISSD
................. ...... ALTERNATE G DETAILS gn 4-0—MWAD
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12052 By
NOTFdLnatng no.
-
FOR SBL DETAIL ®ALT.
DISTALL CLUSTER OF ANCHORS AT IMPOST' [W01-52
rfMCAL ANCHORS IN LINE AS SHOWN
SEE ELEY. FOR SPACING reFa-t �5of 7�
2.884 2.964 [. V
1.327 1.285 1.327 i.28s `�
1.
pp
.� .842
.644
882 2.139 Q�•
.078 2 1 1 8
7.600 .062
1.800 1YP.
.280 ta„
872Sr C
4.12Q
Q FRAME to ALT. FRAME 116
1.12441152-
1.90t.t24 1.152 Xi "l
1.702 1 �L 2.382
LL
.082•837 p
,082 t•� V!
.348
Q VENT ® ALT. VENT n
4.200 5.587 o p
3• 4.859
1.000 2.188
810 872
.062 1.3/5 .082 1.830
1.000
2.788 1.072 �=
ENDDCAPSO ST. STEEL PIN
.288•-� .311 O I O $ 9
® IMPOST ® ALT. IMPOST >4 -
O 4.484 4.884 O W n c x
545 $45 0'
Fier: JAYAD AHMAD PRODUCT RBYLSEO
CIVIL xsoamptytagaghtheSta19tl8
.817 881 .048.755 817 O FICA L. DuDdbv Code
.755 tp g *Dde
.2� Boa 10 X ibURWG SCREWS Jtt 201Z drawing no.
0 W01-52
® GLAZING DEAD 0 ALT. GLAZING DEAD
BUTT HINGE 9huet hof 7
Trs►t PART 8 gt1At417TY BF�cB7PTLox ffiAT6mAt. nreRP./BDPPLtEe/RRMaL1®
1 1E-7407 4 FRAME 8083-'B IA YE -1421 4 PLT. FRAME 8083 -Ts -
2 YE -1402 4 VENT 8083 -TB -
2A YE -1420 4 ALT. VENT �BS-T8 -
3 YE -7404 1 CENTER Pte[ 8083 -TB -
3A YE -1424 1 ALT. CENTER POST 8083=15 -
4 YE -1403 AS READ. GLAZING BEAD 8083 TS -
4A YE -1408 AS REM. ALT. OIAZ090 BFAD 8083 -TB -
8 B8 % 1' AS REOD. FRAME AND VENT ASSEMBLY SCREWS - -
8 YR -14081P AS READ. BULB wFAI}IFRgIRIPPP1p VDIYL SULIAlAN & SULLNAN
7 YH-820 AS REQ. LEAF WFA7,IERSfR1PP8477 VB7YL SULLNAW 4t 9tAJ.NAN
B 1888/31862 2/ VENT 2 BAR HDlOE. AT TOP AND BOTTOM STEEL TRUTH
BA YM -00 3/ VENT BUTT F@4GES (ALT. TO BAR H04tiES) - A7TgC,ffO W/ (8) /10 X 1/r FH SCREi4.4
9 YN-1420SEE ELEV. FACE MOUNT LOCK ZA6tAK TRUTH. AT 13-t/2' FROM BOL B 77-t/Y FROM TOP
10 YH-1410 1/ LOQ( LOfDC KEEPER. AT FRAME JAMB FACING LOCK STEEL YALE, AT 13-1/2' FROM 80T. de 17-1/2' FROM TOP
11
YM -1453 1/ VENT ROTO OPERATOR 7AM4K/SIL TRUTH, AT 12" FIK)Y ENDS
,2 IN -1411 t/ CORNER FRAIAE CORNER KEY YALE (7/8' X r X 1/71' % r LONG)
13 m-74� 7/ CORNER VENT CORNER
xE.Y
DECO
2.884 2.964 [. V
1.327 1.285 1.327 i.28s `�
1.
pp
.� .842
.644
882 2.139 Q�•
.078 2 1 1 8
7.600 .062
1.800 1YP.
.280 ta„
872Sr C
4.12Q
Q FRAME to ALT. FRAME 116
1.12441152-
1.90t.t24 1.152 Xi "l
1.702 1 �L 2.382
LL
.082•837 p
,082 t•� V!
.348
Q VENT ® ALT. VENT n
4.200 5.587 o p
3• 4.859
1.000 2.188
810 872
.062 1.3/5 .082 1.830
1.000
2.788 1.072 �=
ENDDCAPSO ST. STEEL PIN
.288•-� .311 O I O $ 9
® IMPOST ® ALT. IMPOST >4 -
O 4.484 4.884 O W n c x
545 $45 0'
Fier: JAYAD AHMAD PRODUCT RBYLSEO
CIVIL xsoamptytagaghtheSta19tl8
.817 881 .048.755 817 O FICA L. DuDdbv Code
.755 tp g *Dde
.2� Boa 10 X ibURWG SCREWS Jtt 201Z drawing no.
0 W01-52
® GLAZING DEAD 0 ALT. GLAZING DEAD
BUTT HINGE 9huet hof 7
Trs►t PART 8 gt1At417TY BF�cB7PTLox ffiAT6mAt. nreRP./BDPPLtEe/RRMaL1®
1 1E-7407 4 FRAME 8083-'B IA YE -1421 4 PLT. FRAME 8083 -Ts -
2 YE -1402 4 VENT 8083 -TB -
2A YE -1420 4 ALT. VENT �BS-T8 -
3 YE -7404 1 CENTER Pte[ 8083 -TB -
3A YE -1424 1 ALT. CENTER POST 8083=15 -
4 YE -1403 AS READ. GLAZING BEAD 8083 TS -
4A YE -1408 AS REM. ALT. OIAZ090 BFAD 8083 -TB -
8 B8 % 1' AS REOD. FRAME AND VENT ASSEMBLY SCREWS - -
8 YR -14081P AS READ. BULB wFAI}IFRgIRIPPP1p VDIYL SULIAlAN & SULLNAN
7 YH-820 AS REQ. LEAF WFA7,IERSfR1PP8477 VB7YL SULLNAW 4t 9tAJ.NAN
B 1888/31862 2/ VENT 2 BAR HDlOE. AT TOP AND BOTTOM STEEL TRUTH
BA YM -00 3/ VENT BUTT F@4GES (ALT. TO BAR H04tiES) - A7TgC,ffO W/ (8) /10 X 1/r FH SCREi4.4
9 YN-1420SEE ELEV. FACE MOUNT LOCK ZA6tAK TRUTH. AT 13-t/2' FROM BOL B 77-t/Y FROM TOP
10 YH-1410 1/ LOQ( LOfDC KEEPER. AT FRAME JAMB FACING LOCK STEEL YALE, AT 13-1/2' FROM 80T. de 17-1/2' FROM TOP
11
YM -1453 1/ VENT ROTO OPERATOR 7AM4K/SIL TRUTH, AT 12" FIK)Y ENDS
,2 IN -1411 t/ CORNER FRAIAE CORNER KEY YALE (7/8' X r X 1/71' % r LONG)
13 m-74� 7/ CORNER VENT CORNER
IMPOST COPING
OID
VENT CORNER
nA. PE
cax
J 2012
Ei=
draw(ng no.
W01—U
MIAMb�E
®MIAMI-DADE COUN'T'Y
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) , www.mlonildode.gtv/nern/
Trulite Window & Door Solutions, LLC
8130 NW 70 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 and accepted by Miami -Dade County PERA -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. PERA 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 "1800"Aluminukm French Doors w/ wo sidelites-L.M.I.
APPROVAL DOCUMENT: Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)",
sheets 1 through 15 of 15, dated 09-17=01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation,
signed and sealed by Javad Ahmad, 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 Missile Impact Resistant �
Limitation:
1. SHW is integral part of sin le door application, door not to exceed 39-1/2W X 84"H and Max DP=+/ -65 psf.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 & renews NOA # 10-0930.07 (former Arch Windows, LLC dba AWP) and consists of this
page I and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
t COUN NOA No 11-1209.02
r Expiration Date: January 03, 2017
Approval Date: January 26, 2012
\� Page 1
,.
Trulite Window & boor Solutions°. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (transferred from file # 10-0930.07).
2. Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.1.)", sheets 1 through 15
of 15, dated 09-17-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
B. TESTS (transferred from file # 10-0930.07/09-0316.05)
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water 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 24113.2. 1, TAS 202-94
Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door,
prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated 11/13/08, signed and sealed
by Carlos S. Roinda, P. E.
2. 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 24113.2. 1, TAS 202-94
Along'with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared
by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and sealed by
Carlos S. Roinda, P. E.
3. Additional 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 French Door w/3 -point
lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dated 6 /25/02, signed
and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06-1229.03)
4. 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 24113.2. 1, TAS 202-94
Along with marked -up drawings and installation diagram of double Outswing aluminum French
Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dated 7/12/01,
signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07 Yale Ogron
Mfg. CO)
C. CALCULATIONS
1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated
11/15/11, signed and sealed by Javad Ahmad, P.E.
2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared
by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed
by Javad Ahmad, P.E. (transferred from file # 10-0930.07).
3. Glazing complies w/ ASTME-1300-02 & -04
Ishaq I. Chanda, P.E.
Produet Control Examiner
NOA No 11-1209.02
Expiration Date: January 03, 2017
Approval Date: January 26, 2012
E-1
Trulite Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color
interlayer", expiring on 05/21/16.
2. Notice of Acceptance No. 07-1116.11 issued to Saf Glas, L.L.C. for "SAF GLAS
Polycarbonate Laminate", expiring on 12/16/2012.
E. STATEMENTS
1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated
11115/11, signed and sealed by Javad Ahmad, P.E.
2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq
Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E.
3. Statement letter of compliance, part of the above referenced test reports.
4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential
Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock.
5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "
Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by
J.W. Bullock.
6. Florida Dept of State, listing dated 02/03/10 of Trulite Window & Door Solution, LLC
(Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.
7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a
Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert
Wright, respectively. (transferred from file # 10-0930.07).
8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated
02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-0930.07).
9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed
by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10-0930.07).
10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased
all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO
(Arch Windows, LLC)(transferred from file # 10-0930.07).
11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron
Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares,
respectively(transferred from file # 03-0805.07).
G. OTHER
1. This NOA revises & renews NOA # 10-0930.07, expired on January 03, 2012.
2. Certificate of name changes and State of Florida listings.
3. Test proposal, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No 11-1209.02
Expiration Date: January 03, 2017
Approval Date: January 26, 2012
E-2
SERIES 1800 ALUM FRENCH DOOR W/ SOMME3
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDE LITES.
SIDE LI1ES CAN BE ON ONE OR BOTH SIDES OF DOOR.
SEE SHEET 4 FOR DESIGN LOAD CAPACITIES.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE CURRIW FLORDA BUILDING CODE INCLUDRW; HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHOR SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATER U RCLUDING BUT NOT LU IED TO SIEWMEIAL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF CURRENT FLORIDA BLDG. CODE SECIWN 20113.6.4.
6 3/4' MAX.
37 1/2' MAX.
Ii
A
CB)
ii
acTlvE
23 7/8' MAX
CONCEALED 6 3/4' MAX.
FUJSH BOLTS
SEE SHEET 6 HEAD/SRL
FOR DESCRIPTION CORNERS
71 3/4' MAX.
/
610
� 4a
a
I
O
8 �
a
ACTNE INACTIVE
23 7 8' MAX z
ce
34' MAX $ 2 g
'� LEAF WIDTH I LEAF WUM
TMCAL NATION TYPICAL ELEVATION
(X) (XX)
SINGLE LEAF DOOR DUAL LEAF DOOR
c
9
1)00I3 OPTIONS
ommk"
�
10
loll
�
GLASS D.LO. DIMS.
AMIi�Nb u-tzo�t.oZ
� t"r
D.L.O. HEIGHT (DOOR & SIDEUM) = FRAME HEIGHT — 13'
D.L.O. WIDTH (X DOORS & 0 PANELS) — FRAME WIDTH — 13.625"
D.LO. WIDTH ()0DOORS) _ (FRAME WIDTH - 24')/2
CdW4d3
DOORS/SIDELINES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. ' aviL
SHUTTER ARE NOT REQUIRED.
W01-64
ahaet 1 of 15
144` MAX. 108• MAX.
FRAME WIDTH FRAME WIDTH
8 3/4` MAX. 12' MAX. 12` 12' 12• 12` 3` MAX. Y
CORNERSrl Ham/ 3" SURFACE APPLIED 3- 3. FCORNSRL Q
FALSE MUNTINSMAY BE USEDK A 3. 3` �
It
/
II ! 11 II
u
Of
H �It
- 11.
I1I
It ® '11111 1 (1 Ii m II ® 1111
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It
II U C %-II II II C T'll-IF
u//m
II II 11 II 1 V M
AOITVf 1 ACWE
3• �i
23 7/8` 23 7/B" MAX. 3� m
18` 23 7/8` MAX. _
D.L OPO. D.L. OPG, 12 't. $ D.L 6PG. D.L OPG. i, $
34" MAX 34` MAX. aD �
LENT WID'fF1 LEAF WW'fFt LEAF WIDTH 0
TYPICAL ELEVATION TYPICAL ELEVATION
( OXXO ) ( OXXO ) "0Wdt9'WCY�D gyp+
wjM PANEL pM►QrPt, h
1SIDELITE OPTIONS
�gy d
4 C0 W LL O't
FJ19R.ilAVAD' AHYAD 4
�. aN
ti �
drawing no.
W01-64
sheet 2 oi15
39 1/2' MAX./� �V
DOOR FRAME WIDTH ro
1
38 8/8' MAX. 28 1/2• Z
LEAF WIDTH WINDOW WIDTH O
8 3/4' MAX 13 4" 28 3/8' e
CO ERS Al HEAD/SILL D.L OPG. (FIXED) a S
13 8 1/4' 8• MAX,
MNf. HEAD/SILL Q,
CORNERS O k h
vk7 Q
1/8' ANN. GLASS E4 \ r 14 IL
090 Pv9 INTERLAYER
3AFLEX ma BY 'SOwTw .092• ALUM PANEL
1/8" ANN. GLASS 5/8' THK PLYW000 C, \\ m F� :• o
13 W�
GE
GE
.092" ALUM PANEL
GE 2800 GE 2800
�v m
,2 � / M
1VENT WIDTH
NOTE-
#10 X 1" PH SMS 227-1% 'XBDTH MAX. CLADALYWOOD PANEL SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR.
AT 8" FROM ENDS 33-1/?I HEX91'T
wpw DOOR AND 18" O.C. MAX. / X33 FF
/ O
GLAZING DETAIIS /
CONc
13 ^ �$ fJl9pytTpL'Kl� ��
TYPICAL ELEVATION l 4
( X )
FOR DESIGN LOAD CAPACITY SEE SHEET 4 o_ o .•
SINGLE LEAF DOOR WITH S>xRIEB 2600 SINGES HUNG WDW.
naso x
WINDOW INSERT OPTION
nprs. JAS 9, T
•
g
il
it
,r
rr Q
�r
24-
O.l. OPG.
28 1/4-
HI
/4'
DOORSroELrtE
jFRAME wrorHl WIDTH
NOTE 1
GLASS CAPACIIIES ON THIS SHEET ARE ZC
/ BASED ON ASTM E1300-04 (3 SEC. GUSTS).
/ AND FLORIDA BUILDING COMMISSION 1
i / DECLARATORY STATEMENT DCA05-DEC-219
1 $
\ C r
1Y��0
(0) ;
(x) WtD�E 9= SIDELITE DOOR WIDTH WIDTH WIDTHS WIDTH
SIDELITEO
iA
z LN
g
5� Q
DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FSC. 2S
DOOR FRAME WIDTH xo (oxo)
� OO � 3
SWETHE SIDEUTE Z
WIDTH DOOR FRAME WIDTH WIDTH POOR FRAME WIDTH o
t2
X 01
o
ILL
Ll LA\IL/i
18' MAX. DOOR FRAME WIDTH
( xx) I DIRECT SET SIDEUTE WIDTH ExrERIOR (X) OR (XX)
DOOR ` Oxx ( OXXO) bil FRNdE WIDTH
ACTWE
rrllybbswtM d�DleflAit
- PANEL SIOELITE WIDTH DOOR FRAME WIDTH I � JAVAD AHS j, ��MM q •o
B 4\ EXTERIOR (x) OLA. PE A 70tt82'�7.
VL ACM INACTIVE
CAN. -3838 Dadt
a /
R / / ` • 9 qp1� drawing no.
PANEL SIDEL ITE WIDTH I DOOR FRAME WIDTH I t
W01 -64
EXTERIOR ( )jl--heat 4 o115
SINGLE LRAF (It) DOORS 191THOUT 9IDI;WTRS
DffiIGN LOAD CAPACITY - PM?
DOOR DOOR GIASS TYPS9
FRAME WIDTH FRAME HEIGHT .A. � OR 'D'
(INCHES) (INCHES) EXT.(+) PIl'.(-I
311/- es.o BS.o
79 3/4
371/z es.o s5.o
37 1/2
833/4
3/4 95.0 ASSO
DOUBLE LEAF' (lam DOORS f117'HODT SIDBLITg9
DESIGN LOAD CAPACITY - PSF
DOOR
FRAME WB)TFI
(INCHES)
DOOR
FRAME HEIGHT
(D1CH6)
GLAD TYPRS
.A.. 'B' OR b'
EM.(+) WL(-)
Bo
� 3/4
�.o Bs.o
71 S/4
86A 86.0
�
83 3/4
88A B5.0
37 1/2
88A
31 1/Z�3/4
3/4BBA
86A
37 1/2
88.0
DOORSroELrtE
jFRAME wrorHl WIDTH
NOTE 1
GLASS CAPACIIIES ON THIS SHEET ARE ZC
/ BASED ON ASTM E1300-04 (3 SEC. GUSTS).
/ AND FLORIDA BUILDING COMMISSION 1
i / DECLARATORY STATEMENT DCA05-DEC-219
1 $
\ C r
1Y��0
(0) ;
(x) WtD�E 9= SIDELITE DOOR WIDTH WIDTH WIDTHS WIDTH
SIDELITEO
iA
z LN
g
5� Q
DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FSC. 2S
DOOR FRAME WIDTH xo (oxo)
� OO � 3
SWETHE SIDEUTE Z
WIDTH DOOR FRAME WIDTH WIDTH POOR FRAME WIDTH o
t2
X 01
o
ILL
Ll LA\IL/i
18' MAX. DOOR FRAME WIDTH
( xx) I DIRECT SET SIDEUTE WIDTH ExrERIOR (X) OR (XX)
DOOR ` Oxx ( OXXO) bil FRNdE WIDTH
ACTWE
rrllybbswtM d�DleflAit
- PANEL SIOELITE WIDTH DOOR FRAME WIDTH I � JAVAD AHS j, ��MM q •o
B 4\ EXTERIOR (x) OLA. PE A 70tt82'�7.
VL ACM INACTIVE
CAN. -3838 Dadt
a /
R / / ` • 9 qp1� drawing no.
PANEL SIDEL ITE WIDTH I DOOR FRAME WIDTH I t
W01 -64
EXTERIOR ( )jl--heat 4 o115
SINGLE LRAF (It) DOORS 191THOUT 9IDI;WTRS
DffiIGN LOAD CAPACITY - PM?
DOOR DOOR GIASS TYPS9
FRAME WIDTH FRAME HEIGHT .A. � OR 'D'
(INCHES) (INCHES) EXT.(+) PIl'.(-I
311/- es.o BS.o
79 3/4
371/z es.o s5.o
37 1/2
833/4
3/4 95.0 ASSO
DOUBLE LEAF' (lam DOORS f117'HODT SIDBLITg9
DESIGN LOAD CAPACITY - PSF
DOOR
FRAME WB)TFI
(INCHES)
DOOR
FRAME HEIGHT
(D1CH6)
GLAD TYPRS
.A.. 'B' OR b'
EM.(+) WL(-)
Bo
� 3/4
�.o Bs.o
71 S/4
86A 86.0
�
83 3/4
88A B5.0
77 3/488.0
85.0 85.0
8085.0
3/4BBA
al
13/F'95
86A 86.0
SINGLE LEAF (S) DOORS W1TH S.H. INBER'1'
DESIGN LOAD CAPACITY - PSF
DOOR
FRAME NADTH
(INCHES)
DDDR
FRAME HEIGHT
(iNCHEs)
6/a" PLY1TooD
.082" ALTJM PANEL
31 1/2
� 3/4
86.0 85.0
39 i/2
85.0 85.0
STATIONARY PANEL (0) OR DOORS WITH SH/F&ITf�
DESIGN LOAD CAPACITY -PSP
DOOR
FRAME HEIGHT'
(INCHES)
DOOR
FRAME WIO'OI
(INCHES)
PANEL
SIDEIJTE WIDTH
(INCHES)
DIRECT SET
SI�IJTE WIDTH
(INCHES)
GL699 TYPES
W. '8' OR b'
W. (+) INT. (-)
79 3/4
s1 t/z (1c)
� �
10
38
42
98
84
98
16
18
18
1B
88.0 88.0
�.0 85A
86.0 �.0
85.0 85.0
B6.0 85.0
37 1/2 (X)
71 3/4 (70()
30
38
42
48
18
98
18
18
86A 86.0
BSA 88.0
85.0 85.0
88.0 88.0
8S S/4
31 1/2 ()Q
80 (XX)
SO
°�
42
4B
18
f8
18
78
86A 85.0
86.0 88.0
8,4.0 B6.0
88.0 88.0
37 1/2 ()t)
71 3/4 (XX)
�
�
42
18
18
18
BS.O 86.0
88.0 86.0
88.0 86A
86 3/'%
3t t/z (x)
� �
30
�
42
78
to
18
88.0 86A
s6.o eso
88.0 88.0
37 1/2 (1C)
71 3/4 ()OC)
30
38
18
18
86.0 88.0
88.0 86.0
I 3
TYPES A, 8 & D
r
GLAZING DETAM AT
DIRECT SET SIDELITE
HEAT STREWD GLASS
.090 PV9 INTERLAYER
SAFLEX BIG BY 'SOLUT
t\`IA'
1 r1/8' HEAT STREN'D GLASS
#10X 3/4` PH SIMS
\\ AT S' FROM ENDS &Gi
AND
12-1/2- G.C.
TYPICAL
gLASS TYPE 'A'
HFAT STREN D GLASS
015' URETHANE ADHESIVE
.070' INTERLAYER
'SAF -GRAS' POLYCARBONATE
BY 'SECURITY IMPACT GLASS'
.015' URETHANE ADHESIVE
1/6' HAT STREWD GLASS
SILICONE
GE 2800 z
z
t
GLASS TYPE 'B'
GLAZING OPTIONS
A
EXTRUDED 1/8' THK AND 7-1/2' LONG TWO—PART ALUMINUM BUTT HINGE (PART No. YH-850),
THREE PER LEAF, 11-1/2' FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER UNE AND ONE AT
MIDSPAN.
z
LOCK OPTIONS:
DIMON #j
8
STANDARD LOCK SET AND CYLINDER DEAD BOLT DITCH (FOR PRE -FABRICATED LOCK STILE PART
No. YE -802, WITH 2-1/8' BORE AND 2-3/8' BACKSET TO FIT STANDARD LOCK SET) KEY
OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF .
MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH
V ~
STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT
PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM
e a
TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS.
8 m rc
OPTION i22
MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOOK SET AT
ACTIVE
a � oil �
I a
LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS
CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON
E C
THE EXTERIOR AND THUMB TURN ON THE INTERIOR
MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH
_
STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT
PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM
4
TOP & BOTTOM OF INACTIVE LEAF.
3\s
NOTE
TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING.
g
am
Jd
z4j
0. F. g
3/18' HEAT STREWD GLASS
090 PW INTERLAYER
SAFL[X ILO 8Y 'SOLUTW' YE -8 ��'I11LIim-
YE-635 YE -82a r rLrtMMwM► p
3/16' HEAT SIM'D GLASS
SUCIXdE ttL
GE 2800
0
i 1 GLAZING ADAPTER OPTIONS E c°
S
Ems' .1� , n{
CAM.
Q__70682JA
i5 n
GLASS TYPE 'D' '�yQ,t drawing no.
W01-64
TYPICAL ANCHORS --
SEE ELEVATIONS
3 4 MIN.FOR SPACING
THROWPENETRION " e . .
-,...:
O
P4
W
#f0 X 3/4" PH. SMS.
AT 4-3/4" FROM ENDS AND
14° O.C. MAX.. TYPICAL
W. TYPICAL ANCHORS
EDGE 01ST. SEE ELEVATIONS
FOR SPACING
OPERATING UNITS
ANCHORS
SPACING
TYPICAL ANCHORS
SEE ELEVATIONS
MR SPACING
kV
ALTEWTE
ALTERNATE : • �1T ,Iavav AI h A
AA M C
o
F�
3
0
FIA. It 70882
TYPICAL ANCHORS
- EDCE, DIST. I
SEE ELEVATIONS
FOR SPACING
SPACING
TYPICAL ANCHORS
SEE ELEVATIONS
MR SPACING
601)
kV
ALTERNATE : • �1T ,Iavav AI h A
AA M C
o
F�
3
0
FIA. It 70882
Igo
3
WOOD BUCKS AND METAL STRUCTURE NOT BY TRULJTE
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
TRANSFER THEM TO THE
}
g a
AND BUILDING STRUCTURE.
g
;
GGZ77
drawing no.
tE TYPICAL ANCHORS: SEE ELEv. FOR SPACING
11/4" DIA. TAP -CON BY 'Ii W' OR
q ,gQ2
LL
sheet 8 of 15
1/4° DIA_ ULTRACON BY *E (FU -177 XSI. Fye159 ISI)
�j g
INTO 213Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2° MIN. PENETRATION INTO WOOD
THRU 19Y BUCKS INTO CONC. OR MASONRY
1-1/4° MIN. EMBED INTO CONIC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
c^
�S
1-1/4° MIN. EMBED INTO CONC. OR MASONRY
414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
a:�,y
INTO METAL STRUCTURES
§ ¢ m
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
dl
�M
ALUMINUM : 1/8° THK. MIN. (6063 -TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
012 SMS OR SELF DRII L DNG SCREWS
Z tfsi
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-)
(NO SHIM SPACE)
ao�
TYPICAL EDGE DISTANCE—�
INTO CONCRETE AND MASONRY = 2-1/2° MIN.
INTO WOOD STRUCTURE =1' MIN.
INTO METAL STRUCTURE = 3/4° MIN.
CONCRETE AT HEAD. SILL OR JAMBS f o = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN.
$
SEALANTS:
I
gill
FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL
METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE.
ro
=7�UG�:RYJI�Y
�
m
S �
�wlMiellwilo
$o
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ALTERNATE : • �1T ,Iavav AI h A
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3
FIA. It 70882
3
CAN. •'38383yj
}
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+:.
'� ° TYPICAL ANCHORS a4�t�'
SEE ELEVATIONS tl
drawing no.
EDGE DIST. FOR SPACING
sheet 8 of 15
Ile MAX.
TWO
R
`TYPM
I1 FO
I g10 X 3/4" PH. SMS.- 23 � 1
AT 4-3/4" FROM END 20 8
AND 14" O.C. MAX.
OPERATING UNITG 7rPICAL a LOCK OPTION z EXTERIOR
. (SEE SHEET 8) .
L_ 3 POINT LOCK ON ACTIVE LEAF OPTION
�
. 7091>i
DRS
drawing no.
WW1 -64
shoot 7 of 15
rMCALSEE Y n OONS PANEL SI ELITE INSTALLATION DETAIL S �4�
EDGE DIST. FOR SPACING
I Y.
-• OIL
It
o
s
O /10 X �4° PH SMS
awry a
AT 4-3/4" FROM ENDS
AND 14° o.G. MAx.
/10 X a/a° PH = pJ
g SWCONE AT 4-3 4' FROM ENDS Q
AND 14 O.C. MAX. Xi
rfMCAL r<i�••••1111
1/4' 1AAX. SCREWS NOT REQUIRED. O
/10 X 3 4 PH. SMS. FOR SIDE VDOOR JAM®
SHIM . ' e O AT 4-3/4' FROM ENDS AND 3 J CONNECRON
. SILICONE 14° O.C. MAx» TYPICAL
�•
17 4
li
d
i..
j
TYPICAL ANCHORSM". = _ E-;,.;
_ - - -
a . ; SEE SPACING a
� FOR SPACING �^ M a
f3 e • .' 4J q�
j 21 T{ P tM�OB
III D.L. Opti. EXTERIOR itis
11 O
PANEL SIDELRE WIDTH DOOR FRAME WIDTH
li
I. FRAME WIDTH R
•I
0
SILICONE SILICONE ;� •OZ
ALTERNATE
2 ! -
en{a JA tD; gHMA 4 g
,�g38
' . •• a e. ' '. .:•;.... •. t q.': '. � � •� �
EDCE Ow. TYPICAL ANCHORS ' `. a TYPICAL ANCHORS
SEE ELEVATIONS EDGE DIST. SEE ELEVATIONS
FOR SPACING FOR SPACING drawing no.
PANEL. SIDELITE UNITS WO1-64
I �
eneet $ of15
r(PICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAIiG
SEE ELEVATIONS
ro��li
FOR SPACING
£Fil
go,
QQQaQ
Ito
O
9
ai
c a
!
SCREWS NGT REOD.
1/r roax FOR SIDELITE/DOGR JAMB
SHIM{ .. g ® O CONNECTION
8
O Q
3
M
W
j
j.
31
17
Z
I
•. s. 4
aDi
.. ._.._.. •-•......... -._._
TYPICAL ANCHORS
.1 .
SEE ELEV.Lei
FOR SPACING p' �_il it
!i
..•g
Is* Mm
E7iTRRIOR
�.,
D.L. OPG. 21 7
DIRECT SEf SIDELRE WIOTHDOOR FRAME WIDTH
z
CHAN
OPRONAL
FRAME WIDTH
it
31 5 rIPI10'YUL'P wli �e/laiA►
o
S
li
4a
,•agr. .WVnv AM1AO!
Q
+
'
F.I.A. PE..B 70892
n
.EDGEDIST.
TYPICAL ANCHORSEE
ELEVATIONS
drawing no.
FOR SPACING.
DIRECT SET
SIDELITE
UNITS
W01-64
shoat 9 of 15
4.000
290
Lasa H1414
•969 •121�8
.070 781
1.240
.780 1547
1 DOOR FRAME HEAD z PRESSURE PLATE 9 SNAP CAP
513 513-1
.718 J772
.973 - '.217 973
L
1514 -�
.050 080
12 13 .BSJ 14 1.08
GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG
) 0
I`-'1 704 a10-24 XX 1'FH. /2" MS.
AIM STEE
I - JA �READ CUTTING)
RI
9 TOP/BOTTOM RAIL
4.138
070
1.834
4.282
M HINGE STILE
s LOCK STILE
`'
4.189
f_.
r.070
® LOCK STILE
(FOR 3 POINT LOCK OP
1
O
0
0
a1 HINGE ASSEMBLY
4=0
1500
L 2.128
5381.490
n SIDELITE FRAME
MM
PART #
REQD.
DESCRIPTION
MATERIAL MANF./SUPPUER/REMARKS
1
YE -832
1
DOOR FRAME HEAD/JAMB
6063-T8
2
YE -810
1
SID. THRESHOLD
6063 -TB
-
2A
YE -1820
1
HI -RISE THRESHOLD
0063 -TB
-
20
YE -840
1
OPTIONAL THRESHOLD
6083-T8
8
YH-809
AS REOD.
SOELITE FRAME
6063-T6
-
6
YE -801
2/ LEAF
DOOR LEAF TOP AND BOTTOM RAIL
GOW-T8
7
YE -803
1
DOOR LEAF JAMB - HINGE SIDE
8063 -Ts
-
6
YE -802
1
DOOR LEAF - LOCK SIDE
X83 -T5
-
8A
YE -837
1
DOOR LEAF - LOCK SIDE (3 POINT' LOCK)
6083 -Ts
-
9
YE -808
2/ LEAF
SNAP CAP FOR DOOR LEAF & SILL
8063 -Ts
-
10
YE -818
AS READ.
COVER PLATE
8063 -Ts
-
12
YE -1324
4/ LEAF
GLAZING CHANNEL
6083 -TB
-
13
YE -838
AS REOD.
EXTERIOR GLAZING LEG
6083 -Ts
-
14
YE -833
AS READ.
INTERIOR GLAZING LEG
6083-T5
-
Is
YH-823
AS READ.
GLAZING GASKET
VINYL.
DUROMETER 75 SHORE A
I8
YH-4004
AS READ.
WOOL FIN WEATHERSIRIPMG (:187 X .260)
-
ULTRAFAS
17
YM -622
AS REOD.
BULB WFATHERSIRIPPINO (.198 X .260)
Yom
DUROMETER 78 SHORE A
19
GU
1/ACTIVE LEAF
3 POINT LOCK MECHANISM (OPTIONAL)
S. STEEL
-
20
YM -610
AS REW.
FLUSH DOLT ASSY. SERIES 1202
ZINC
DIECAST
21
YM -650
3/ LEAF
BUTT HINGES. AT 11-1/2' FROM ENDS & MIDSPAN
ALUMINUM
WITH SS PIN
22
YE -805
4/ LEAF
PRESSURE PLATE -TIE ROD
8063-T8
2-1/2' LONG
23
YH-83o
2/ LEAF
3/8" DLA THREADED R00
STEEL
-
24
YH-818
2/ LEAF
3/8"-18 HEX FLANGE NUT
STEEL
-
2s
YH-641
AS REQO.
INSTALLATION SCREW HOLE CAP
PLASTIC
-
26
YE -842
2/ LEAF
FLUSH BOLT GUIDE. 1-1/2' LONG
6063-T8
-
27
YH-666
2/ LEAF
FLUSH BOLT ADJUSTMENT PLATE
S. STEEL
-
28
YM -681
1
PROTECTIVE BOX
NYLON
-
29
YH-818
1
LOCK SET ASSEMBLY
-
LEVER OR KNOB TYPES
30
YH-617
1
DEADBOLT ASSEMBLY
-
-
31
YH-816
AS REQO.
INSTALLATION SCREW COVER STRIP
6083 -TB
-
32
YH-808
AS REOD.
WOEUTE FRAME MULLION
8083-T8
-
-7
1.990.no2.610z.12a 1 1 W0
.��H
SooSoo
4 .oao I .o7e O� a.000 --d
--dl 4.000
STD. THRESHOLD I n HI-RISETHRESHOL.D I 28 OPTIONAL THRESHOLD
do Ph$ lTe
z
pg� y`q�i
04<0
•aI x " �
�LL
Z
arowing no.
W01-64
��
R L
02z
' THSTEEL
READED ROD PRESSURE PLATE
FULL L.ENOTH 2-1/Y LANG
�o
(a) ge0 x V Lie sees 8 �i
a�aa
3/9• NUT AT EACH L7dD 8 a
0� ROD �
0
® �a
o
0
FRAME UPPER CORNER
s
6 rm
9 � M�
OD
0
DOOR LEAF CORNER
oggggy��
M�Ylppl�h{ wNY Ae Flaf84 � m o a
(s) Be0 x 1• sees \ eaytr a..L[ewe g o W LL o
9�; -,Ag mm
e
ate.
FIA. PE Y .70982. n
Chet 1d39
&FTI4RTOR
drawing no.
FRAME LOWER CORNER 10 1 W01 —64
sheet } of � $
STARRISS STEEL FLUMBOLT Q `t
AWIN6 USIPIATE WITH (2)
V .hl
COVER PLATE Wr=m
eB-24'�M'
Q�
DOUBLE ROW FIN SEAL LUSH BOLT GUIDE
Wr•ATHEWT P AM JUSTAffM PLATE ASSEMBLY LL :
I
FLAT ALUK
Q p E
ATracHED Ta
SOLES AT AND SHV
CONCEALED
FLUSH SOLTS
(2� gf0-24 POINT
UNBEatxrr. EfL Ms � a m
*1
TOP FLUSHBOLT ASSEMBLY
8
sl
(2=. POINFK TS O mqq
p
CONCEALED
T_f2=0 ALUM.
T FLUSH BOLTS
ATTACHED TO FRAME
STILES AT TOP AND�g+'� 1 1
BOTTOM (mam) ;+'��7 � tl tl tl a
O
COYER PLATE WITH
DOUBLE ROW FDI SFA. /SNa C O W a tl Y
WEATHER 4
STAR8M STEEL FLUS iWT :
AWUSMM PLATE WITH (2) n Q
88-24
SMS. dpi,, iy FIA PE 7_0592
�� � drawing na.
EXTMOR W01-64
BOTTOM FLUSHBOLT ASSEMBLY sheet 12 of 15
TYPICAL ANCHORS
SEE ELEVATIONSFLU
3 4*
MIN. EDO
FOR SPACING
T=
PENETRATION
BOLT
O
P
16
17
art
QA
Sms
0 a hho
ELEV.
FOR SPACING
&
U
o
o
MEEPHOLES;
o
Wl 1' LONG WEEP NOTCH AT EACH
END
!28
O
Li
wt
2W5
15
1
r
E
—SILICONE
GE 1
GE 2BOD
0 X
AT %1 4 AND
a9vilas
'"Juld.
I
I
i
ALTERNATE
_11
..
RA PE
OPERATING
UNITS W/ S.H. WDW
EDGE DIST.
TICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
MOE DIST.SEE
WPM ANCHORS
EMAMONS
FOR SPACING
llsheet
W01-64
-SINGLE
13 of 15
TYPN
79 LOCK oanoN a
(SEE SHEET S)
aNa
..
Vab
i. -,�
4, • 4 a,
a
a�
Do2
drawing no.
W01-64
2.220 4 u g
9� .OSS 1�1 fglD
.827 1.327 z
to FRAME HEAP �i
912
.082 (�
h
4g
mi 1.437 IQ
L—. W
1.082 U.
a HIS
4A FIXED RAIL
.988 81NG6R HONG WINDOW BMW FOR SM= (i) DOOR
1.1�
1.828 pp
N
912
to
5A VENT TOP RAIL ,/" Q xs t�M I
1.582
.OSS 2.563�
3.12b 2.88>
1.125 o
.812 1.070 .055 .812 0 $
t
.88 I 7®®®
771EOZ
�
VENT BOTTOM RAIL �
(SVENT SIDE RAIL / M
—2.174-1
.830
C u u o S
3/4' WEEP NOTCH �+
AT EACH ENO OF
2 SCREEN RETAINING LEG
.055-3.027 2.10'4 •083 Egr JAVAD
3.$27 .PTI— FI%1, 70SB2 q
912 p8
915 1.179 - ��T�� tl ,ri
1'617 S.H. VENT CORNER DETAIL �(. drawing no.
S.H. FRAME CORNER DETAIL, W01-64
2A FRAME SILL FRAME JAMB sheet 15 of 15
POEM ® PAR4' / REP. Hi�CSIPTION MAT810N. MANE./80PPL1RR/RBMAR89
IA YE -189 1 FRAME HEAD 6083 -TB -
2A YE -167 1 FRAME S01 8083 -TB -
3n YE -,oz 2 FRAME JAMB 8063-T6 -
4a YE -182 , FIXED RAIL 8063-T6
5A YE -151 , VENT TOP RAIL 6083-T6 -
8A YE -188 1 VENT' BOTTOM RAIL 8083-T8 -
7A YE -92 2 VENT JAMB X63 -TS -
8A YB-4 AS READ. GUTZING BEAD ALUMMUM ROLL FORMED
10A - 2/ VENT BLOCK &TACKLE BALANCE - -
11A YH-822 A8 REQD. BULB VDJYI. - SINGLE ROW PVC OUROMETER 76 SHORE A
130. YN-809F AS REM. PB%SCtILEDEI..187 X .280 - F91 SEAL (OOUBLE�
14A YH-BO4 2/ VENT VENT LATCHES NYLON/CEL1X1 AT 11' FROM ENDS
14A4 YH-bib 2/ VENT CAM LOCKS 7AMAK AT 11' FROM ENDS
18A X10 % 3/4' 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS
18A �8 % 1' 2 FIXED RA1l SCREWS CRS CAD PUTTED. PH SMS
17A �8 X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PUTTED, PH SMS
18A YH-890 1 REINFORCING
BAR (.828 X .3127
STEEL
2.220 4 u g
9� .OSS 1�1 fglD
.827 1.327 z
to FRAME HEAP �i
912
.082 (�
h
4g
mi 1.437 IQ
L—. W
1.082 U.
a HIS
4A FIXED RAIL
.988 81NG6R HONG WINDOW BMW FOR SM= (i) DOOR
1.1�
1.828 pp
N
912
to
5A VENT TOP RAIL ,/" Q xs t�M I
1.582
.OSS 2.563�
3.12b 2.88>
1.125 o
.812 1.070 .055 .812 0 $
t
.88 I 7®®®
771EOZ
�
VENT BOTTOM RAIL �
(SVENT SIDE RAIL / M
—2.174-1
.830
C u u o S
3/4' WEEP NOTCH �+
AT EACH ENO OF
2 SCREEN RETAINING LEG
.055-3.027 2.10'4 •083 Egr JAVAD
3.$27 .PTI— FI%1, 70SB2 q
912 p8
915 1.179 - ��T�� tl ,ri
1'617 S.H. VENT CORNER DETAIL �(. drawing no.
S.H. FRAME CORNER DETAIL, W01-64
2A FRAME SILL FRAME JAMB sheet 15 of 15
POEM ® PAR4' / REP. Hi�CSIPTION MAT810N. MANE./80PPL1RR/RBMAR89
IA YE -189 1 FRAME HEAD 6083 -TB -
2A YE -167 1 FRAME S01 8083 -TB -
3n YE -,oz 2 FRAME JAMB 8063-T6 -
4a YE -182 , FIXED RAIL 8063-T6
5A YE -151 , VENT TOP RAIL 6083-T6 -
8A YE -188 1 VENT' BOTTOM RAIL 8083-T8 -
7A YE -92 2 VENT JAMB X63 -TS -
8A YB-4 AS READ. GUTZING BEAD ALUMMUM ROLL FORMED
10A - 2/ VENT BLOCK &TACKLE BALANCE - -
11A YH-822 A8 REQD. BULB VDJYI. - SINGLE ROW PVC OUROMETER 76 SHORE A
130. YN-809F AS REM. PB%SCtILEDEI..187 X .280 - F91 SEAL (OOUBLE�
14A YH-BO4 2/ VENT VENT LATCHES NYLON/CEL1X1 AT 11' FROM ENDS
14A4 YH-bib 2/ VENT CAM LOCKS 7AMAK AT 11' FROM ENDS
18A X10 % 3/4' 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS
18A �8 % 1' 2 FIXED RA1l SCREWS CRS CAD PUTTED. PH SMS
17A �8 X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PUTTED, PH SMS
18A YH-890 1 REINFORCING
Ii 1 4
MIAMI- MIAMI -DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade govlperal
Trulite Window & Door Solutions, LLC
8130 NW 74"' 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 and accepted by Miami -Dade County PERA -
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. PERA
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.
DESCR]PTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I. i
APPROVAL DOCUMENT: Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6
of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed
by Javad Ahmad, 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,
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 and renews NOA ## 10-0930.06 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NIAM� _ , W _ __ __l NOA No. 11-1213.07
'I `'I Expiration Date: December 24, 2016
Approval Date: February 02, 2012
Page 1
Trulite Window & Door Solutions, LLC
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 6 of 6,
prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11,
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 2 mulled fixed frame
windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E.
2. 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 3 mulled fixed fame
windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio
Figueredo, P.E.
(Submitted under previous NOA #02-0227.01)
3. 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 09/21/95 signed and sealed by
Yamil Gerardo Kuri, P.E.
(Submitted under previous NOA #95-0515.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by Al-Farooq Corporation, dated 05/09/09 and revised on
11/16/11, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
ew F - dq Oq 01 01 4 OE
Manue Perez,
Product Control ExaAinaf
NOA No. 11-12 .07
Expiration Date: December 24, 2016
Approval Date: February 02, 2012
Trulite Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated November 16, 2011, signed and sealed by Javad.Ahmad, P.E.
2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign
Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.,
dated 02/03/10
3. Certificate of registration of name change from "Trulite Residential Windows, LLC"
to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11,
signed by J.W. Bullock.
4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite
Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W.
Bullock.
S. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.),
managed by Arch intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10-
0930.07).
6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated
02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-
0930.07).
G. OTHER
1. Notice of Acceptance No. 10-0930.06, issued to Arch Windows, LLC dba AWP for
their "Aluminum Tube Mullion -- L.M.I.", approved on 01/06/11 and expiring on
12/24/11.
an
z, P.E.
Product Con 1 E miner
NOA No. -1213.07
Expiration Date: December 24, 2016
Approval Date: February 02, 2012
E-2
ALL TUBE MULLIONS TO BE ALLOY 8063-T8.
MULLIONS CONTAINING TYPICAL GLAZING PRODUCJ�
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
I
Y
THIS PRODUCT HAS BEEN DESIGNED AND TESTED*TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BURRING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER
INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD BUM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
ANCHDRS SHALL 13E AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT
TO BASE WYE IAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USD IN DESIGN OF ANCHORS INTO WOW ONLY.
MATEMS INCLITBNG BUT NDT LOOTED TO STEEL/METAL STxtEWS. TH4T SR UGD
CONTACT WfiH OTHER 06SQOLAR MATFRWS SAIL MEET THE REQUIREMENTS
OF 2010 FLORIDA BIRO, CODE SECTION 2003.8.4.
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MIAMI—DARE COUNTY APPROVED
IMPACT AND NON—IMPACT RESISTANT PRODUCTS*
STEP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
.STEP2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REQUIREMENTS.
USE CONNECTION TO MULLION AS PER PRODUCT
STEP 3 APPROVAL
USING CHARTS ON SHEET 2 SELECT MUWON SIZE WITH
WEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECMED
IN STEP 1 ABOVE
Mp USING ANCHOR TYPES ON SHEEF 4 DIRU 6 AND ANCHOR CHARTS
ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE
MULLION CLIP —65) (am -TB) I MUUJON CUP (scw-Ta
(ALT. TO ANGLES) (ALT. TG ANGLES)
CLIP LEI4MM MUST BE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FR SNUG
INTO TUBE MULLIONS. INTO TUBE MULLIONS.
7?B L718
7
SB3 1,613 AN Ib13
MULLION CLIP (BDe3_Ts) I MULLION CUP (8D83 -Ts)
CLIP LENGTHS MUST BE CUT TO FR SNUG CLIP LENGTF6 MUST BE CUT TO FIT SNUG
WTUBE MULLIONS. TUBE MULLIONS.SIDE FASTENERS REQD.) NO SNE FASTENERS REOD.)
P
drawing no.
M95 -06A
DESIGN LOAD CAPACITY - PSF (TUBE MUUJONS)
WINDOW DIMS.
i 1 X2
STD.
1 X3
STD.
1 X4
STD.
2 X 4
STD.
2X8
STD.
WM (W}
IMULL SPMl
19-1/8'
28•-1/2-
30"
3r
42-
48"
53-1/8•
60"
8B'
72'
74"
38-3/8'
1 140.0
140.0
140.0
1400
140.0
136.2 140.0 140.0 140.0
1400
120.3 140.0 140.0 140.0
140.0
07.6 140.0 140.0 140.0
140.0
88.9 140.0 140.0 140.0
140.0
782 140.0 140.0 1400
140.0
079 1399 140.0 14MO
1400
602 1239 140.0 140.0
140.0
84.7 112.8 140.0 140.0
140.0
80.1 1032 140.0 140.0
140.0
409 100.4 MO 140.0
140.0
19-1/8"
28-1/2•
30"
37•
42'
48•
53-1/8•
4O'
68'
72-
74'
50-5/8'
822
140.0
140.0
140.0
140.0
89.3 140.0 140.0 140.0
140.0
82.4 140.0 140.0 140.0
1400
429 118.3 140.0 1400
140.0
37.4 101.0 140.0 140.0
140.0
329 880 140.0 140.0
140.0
29.6 80.3 129.3 140.0
140.0
282 71.1 1149 14&0
140.0
239 64.7 1 104.1 140.0 1
140.0
219 59.3 90.4 139.3
1400
1 21.2 87.7 928 133,8
140.0
t9-1/8'
28-1/2'
30'
37"
42"
48"
53-1/8"
60"
88'
72•
74"
83•
42.7
1221
140.0
140.0
140.0
309 88.1 140.0 140.0
140.0
272 779 140.0 140.0
140.0
22.0 63.1 119.6 140.0
140.0
- 55.8 105.8 1 140.0
140.0
- 488 92.4 1 138.0
140.0
- 43.8 83.5 121.9
140.0
389 1 73.9 108.0
140.0
36.4 67.2 98.2
1400
32.4 81.6 90.0
140.0
318 s0.0 878
140.0
19-t/8'
20-1/2"
30'
37-
42'
48'
53-1/8'
Be
86"
72'
74'
74-1/4•
2&1
74.6
140.0
140.0
1400
- 53.8 118.4 140.0
1400
- 47.5 1019 1 140.0
140.0
369 82.6 120.7
140.0
- 33.9 728 106.4
1400
- 29.7 63.7 93,1
140.0
2&8 87.6 84.1
1400
- 23.8 51.0 74.4
140.0
- 21.6 46.3 87.7
131.0
- - 42.5 62.0
120.1
- - 41.3 80.4
116.9
DESIGN
LOAD
CAPACITY - PSF (TUBE M1111IONS)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW
WIDTH M
DIETS.
MULL SPAN
I X 2
STD.
1 X 3
STD.
I X 4j 2 2- 4
SPD, STD.
2 1 6
STD.
WINDOW DIMS. I1
WIDTH (W) IMULL SPANI
x 2 1 x 3
STD. STD.
1 x 4
STD.
2 X 4
STD.
2 X 6
STD.
19-1/8•
28-1/2"
30'
37'-- - -
42-
48'
83-1/8•
60'
80"
72•
74•
- 84"
-
-
81.8
11114
140.0
1400
19-1/8'
26-1/2•
30"
37"
42'
48•
83-1/tr
s0"
72"
74•
t32"
- -
28.8
41.8
118.8
- 37.2 79.7 116.4 140.0
- - 20.8 30.0
83.4
- 329 70.4 _ 1029 1400
- - - 2&5
73.7
26.8 57.1- 83.4 140.0
- - 21.8
899
- 23.4 80.3 738 140.0
- - - -
52.s
- 209 440 80..3 1400
- - -' -
48.1
- 39.7 8&1 1272
- - - -
41.6
- 382 81.4 112.6
- - -
3&8
- - 320 4&7 102.46.
- - - -
33.5
- - 29.3 42.8 93.8
- - - -
30.7
- - 288 41.7 91.3
- - - -
29.9
19-1/e•
26-1/2•
30'
32-
42•
53-1/8•
1'23.8
88'
96'
-
349
740
108.1
140.0
1 19-1/8•
26-1/2•
30"
37"
0.2`48"
48"
83-1/8'
60"
68"72-
72"74'
74C
144•
- -
21.9
32.0
89.0
249 83.4 780 140.0
- 23.1
22.0 472 6U 1400
- - - 284
- - 382 889 130.8
- - -
- 33.7 492 1232
- - 299 43.1 1079
- - -
26.6 399 97.4
- - -
[48.0
34.4 8&2
- - -
- - 21.4 31.3 78.4
- - -- 2&7 719
- - - 27.9 699
- - -
19-1/8'
28-1/2-
30'
32-
42-
48"
53-1/8'
air
60•
72"
74"
108•
24.2
51.9
75.8
1400
- 378 549 1400
- - 33.1 484 134.5
- - 26.9 392 109.1
- 23.7 34.6 98.1
- - 20.7 30.2 84.1
- - - 27.3 76.0
- - 242 87.3
- - 229 61.2
- 202 6&1
- 549
19-1/8•
28-1/2"
30'
32-
42-
48'
53-1/8•
80'
88'
72'
120"
- 379 85.3 140.0
- - 27.3 389 1 111.0
- - 24.1 35.3 98.1
- 28.8 798
- - 252 70.1
- - - 220 61.3
5&4
- - - 490
- - - - 409
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
MULLIONS
LIX 94"4,SR PY'3 ,I0. IN"4"88 ai3 ,I0. W"4•Y• Q4"3
.33 .331 .950 1 .833 1 1 Z.oa7llulo
GLAM
pfwm r IIII PRODUCT
m4V
0
g h
V
0 41
LLz
CIA= o1AM
P80011CT PRODUCT (n
O
MULLION SPAN
TYPICAL MULLION ARRANGEMENTS
WIDTH (W) W7 4 W2
M
Z
z�
M
c0 Z
c�
CA
I
imc 2 X 4 SPD. RUBE 2 x 8 STD. TUBE
I3 92-'4 61" 3 Iz 84"4 92-'3 O
297 486 1 8.276
RA PE @ 746882 PRODI=11SI I9®
C.A& 3338 aaoomplftwhh6mFlP114a
S�rildtog Colo
r�catA` t6
2 �i, B7
. Pew
drawing n5.
M95 -06A 11
DWON
LOAD
CAPACITY
-
PSE
DESIGN
LOAD
CAPACITY
-
PSF
DMGN LOAD CAPACITY
- PBI+
p U
`!�1
1 wow DIMS.
ANCHORS TYPE
WMDOW DIMS.
ANCHORS TYPE
WINDOW DIMS.
ANCHORS TYPE
MOTH (VO
NULL SPAN
A2
A4
AAE
AA4
AAA2
AAA4
B2
B4
1VTOD9 (6)
lUtU SPAN
A2
A4
I AA2 I
AA4
AAA
AAA41
H2
84
wmnt (w)
NULL SPAN
A2 A4 AA2
AA4 AAA2 AAA41 B2
134
19-1/8'
26-1/2•
30•
140.0
140D
140.0
140.0
140.0
140.0
140.0
140.0
19-1/8•
26-1/Y
30'
89.8
139.1
78.9 1140.0
91.4
140.0
140.0
140.0
18-1/8•
26-1/2'
30'
44.3 085 50.2
100.4 58.2 118.4 109.3
140.0
0
£
g
109.9 140.0 124.6 140.0 14060 140.0 140.0 140.0
503 100.4 86.9 113.9 66.0 132.0 123.9 140.0
31.9 63.9 362 72.6 42.0 84.0 78.9 140.0
87.1 140.0 11MI 140.0 127.6 140.0 140.0 140.0
44.3 88.7 50.3 100.6 58.3 116.8 109.5 140.0
28.2 88.4 32.0 84.0 37.1 743 69.7 139.3
78.7
140.0
893
140.0
103.4
140.0
14MO
1404
36.0
71.9
40.8
81.8
47J
94.8
88.8
140.0
22.9 45.8 254
81.9 30.1 60.1 56.5
113.0
37'
42'
48'
53-IIW
60'
38-3/8"
37'
4Y
48'
83-1/8•
60'
8q"
37•
4Y
48'
53-1/8'
Be
132'
0
,t
69.3 138.7 78.8 140.0 91.1 140.0 140.0 140.0
31.7 63.3 35.9 719 41.6 83..3 75.2 140.0
20.2 40.3 229 45.7 28.5 53.0 494 99.8
60.7 121.3 5&8 1379 793 140.0 140.0 140.0
27.7 55.4 31.4 02.9 38.4 729 S.4 1369
- 35.3 20A 40.0 233 46A 43.5 87.1
549 109.8 62.2 1 124.3 72.0 1140.0 1 135.3 140.0
25.0 50.1 26.4 56,9 1 32.9 859 61.8 1123.7
- 31A - 3&1 20.9 419 39.3 7&7
48.8 97.1 5&0 110.1 839 127.8 1199 140.0
223 44.3 28.1 50 29.1 55.3 64.7 109.5
- 28.2 - 32.0 - 37.1 349 69.7
44.1
88.2
50.0
10&1
58.0
116.0
10&9
1404
203
40.3
22.9
45.
28.5
534
49.8
999
- 79.7 -
29.1 - 33.7 31.7
83.3
Be
72•
74'
Be
72"
74'
Be
72'
74'
17
1Q1.
W
40.4 80.9 45.9 91.7 533 108.3 099 140.0
- 374 21.0 41.0 24.3 48.6 45.8 91.2
- 23.5 - 2&7 - 304 29.0 58.1
39.3 78.7 44.6 893 51.7 103.4 973 140.0
- 384 20.4 40.. 23.8 47.3 '44.4 88.8
- 22.9 - 289 - 30.1 283 689
19-1/8'
118.4
140.0
130A
140.0
140.0
t40A
14&0
140.0
19-1/8'
604
121.7
MA
13&0
BOA
14&0
140.0
1404
19-1/8'
448 813 46.0
92.0 53.3 106.7 100.2
14&0
28-1/2'
83.3
140.0
94.5
140.0
1099
140.0
140.0
140.0
26-1/2'
43.9
879
49.8
99.6
57.7
11&5
1085
140.0
26-1/2"
29J 5&8 333
8&4 389 774 72.3
140.0
1
73.8
140.0
83.4
140.0
96.7
140.0
140.0
140.0
38.8
779
44.0
88.0
51.0
1020
9&8
140.0
25.9 51.7 29.3
5&7 34.0 88.0 034
127.7
30'
30'
30'
Q d
59.7
119.3
87.7
135.3
78.4
140.0
14&0
140.0
315
62.0
3&7
71.4
41.4
82.7
77.7
140.0
21.0 41.9 23.8
47.8 274 8&1 519
103.8
37'
37"
37'
C
52.8
105.1
59.8
119.2
89.1
138.2
129.8
140.0
27.7
55.4
31.4
82.9
38.4
724
6&4
136.9
- 37.0 21.0
419 24.3 48.6 48.8
913
4Y
48"
50-5/8•
42"
4W
g8•
42•
48'
144'
46.0 02.0 521 104.3 80.4 120.9 1135 140.0
24.3 485 27.8 55.0 31.9 639 8&9 110.8
- 323 - ' 3&7 21.3 42.8 39.9 799
41.8
83.1
47.1
94.2
84.5
109.2
1028
14&0
214
43.8
24.8
49J,
28.8
579
84.1
106.2
- 20.2 -
33.1 - 3&4 3&1
72.1
53-1/8'
80'
88'
72'
74'
83-1/8•
Be
Be
72'
74•
53--1/8'
80"
86"
7Y
74"
2
0
i
36.8 734 41.7 834 48.4 96.7 909 140.0
- 384 220 44.0 25.5 514 47.9 959
- 25.0 - 29.3 - 34.0 31.9 634
33.4 684 374 75.9 44.0 87.9 829 140.0
- 38J 20.0 40.0 23.2 46.4 43.8 87.1
- 235 - 2&7 - 304 29.0 88.1
30.7 B1J 34.8 695. 40.3 00.6 75.7 140.0
- 32J - 30 21.3 425 39.9 789
- 21.6 24.4 - 28.3 28.6 53.2
29.8 59.7 339 67.7 393 7&4 73.8 140.0
- 31.8 - 3&7 20.7 41.4 38.5 77.7
- 214 - 239 - 27.0 2&9 819
19-1/g
92.7
140.0
105.2
140.0
121.9
140.0
140.0
140.0
19-1/8'
64.1
108.2
61.4
122.7
71.1
140.0
133.8
140.0
a
26-1/2'
30"
37•
889
59.1
47.9
133.9
118.2
954
752
67.0
54.4
14010
134.1
10&7
88.0
77.7
83.0
140.0
140.0
128.0
140.0
140.0
118.4
140.0
940.0
140.0
28-1/2'
30•
37'
394
345
28.0
78.1
69.0
55.9
44.3
39.1
31.7
8&8
78.2
63.4
51.3
1 45.3
38.8
1028
90.7
735
98.4
852
69.0
140.0
140.0
138.1
m
Q
n�
42"
48' 83'
53-1/8•
60'
Be
72'
74'
19-1/8'
26-1/2•
30'
W.
42.2
37.0
33.4
29.8
20.9
24.6
24.0
78.7
889
503
40.7
54.5
73.9
66.8
59.1
53.7
49J
47.9
140.0
113.6
100.3
81,3
47.9
41.9
37.9
335
305
279
273
892
84.4
58.9
46.1
959
839
75.7
674
61.0
SSA
84.4
140.0
12&8
1139
923
55.5
4&8
43.9
38.9
35J
324
31.5
103.4
74.6
654
535
111.0
97.1
879
77.7
70.8
849
634
140.0
140.0
131.9
108.9
104.3
912
824
73.0
66.4
804
592
140.0
140.0
123.9
100.4
140.0
140.0
140.0
140.0
1327
121.7
118.4
140.0
140.0
140.0
140.0
4Y
48"
53-1/8'
80'
Be
72'
74'
19-1/8'
28-1/2'
30"
37'
24.8
tag 21.6
-
-
-
-
-
48.7
35.1
314
28.2
4aJ
43.1
39.0
345
31.4
2&7
28.0
97.4
70.3
62.1
50.3
27.9
24.4
221
-
-
-
-
853
399
352
28.8
8&8
489
44.2
39.1
35.8
328
31.7
110.4
79.7
70.4
57.1
324
28J
25,8
227
20.8
-
-
80..0
483
409
33.1
64.8
56.7
81.2
45.3
41.2
37.8
385
12&0
92.4
819
88.2
009
53.2
48.1
428
38.7
38.8
34.5
1202
884
76.6
821
121.7
10&4
96.2
85.2
77.4f8AZING
71.0
69.0
140.0ANCHR1
140.0
140.0
124.3
PROOIO'i'
ANCHORS
SHEas 4 711RU 8
CHART FOR CAPACITY
VERDCAI.
MULLION
ARCHM TO 13E 09HRIBED
� BECfi NGUTA E
�PoZOHTAL
MULLION
``�
GLAZING' OLAZINO
PRODUCT PRODUCT
$
f ,�
Q
Z
�(
M
00 m
g
O
21o
42•
35.5
71.7
40.6
81J
47.1
942
8&5
140.0
42'
223
44.3
28.1
80.3
29.1
58.3
54.7
1095
S
48• 74-1/4•
33-1/8-
31.4
2i-3-
28.1
827
8&7
50.2
35.6
321
28.4
71.1
64.3
56.9
413
37.2
33.0
82.4
745
65.9
77.4
69.9
81.9
140.0
139.9
123.9
48'
53-1/6'
60•
120• -
-
-
389
35.1
31.0A-2
220
-
44.0
394
255
23.0
20.4
51.0
46.1
40.8
47.9
43.3
38J
959
8&8
78.6
L-1
VV2
MULLION SPAN
_
Be
224
203
45.8
414
40.7
28A
23.7
23.1
51.7
47.4
46.1
304
27.5
26.7
599
54.9
835
56.3
51.8
503
1128
103.2
100.4
88'
72•
74'
-
-
-
282
25.9
253
-
-
-
37.1
344
33.1
344
31.9
31.1
69.7209
63.9
82.1
TYPICAL. MULIJON
ARRANGEM74'
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6.
WIDTH (W) =
w 9fAD
FLA, PE 7osa2
CAPE &j
+g
w1 2 w2
Fb ttiil
�B�I 1*w�8d�
Aceopt�e o
iso
'W
H
a
drawing no.
M95-064
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS By
� $tio�� wada"
ND
sheet 3 of 6
1 1/4MMDAWAD N
—1/' PE
LIP (1 ON EACH.I
WOOD 81
1 STRUCTI
FLOATING
1/4' DIA. TAPCONS BY 'BW
1-1/4• MM. WOOD PENEMTM
2 PN ANGLE
1-3/4' O.C. MIN.
1/4• WA. TAPCONS BY 'BW 1/4' DIA TAPCONS BY 'BW
1-1/4' MIN. EMBm 1-1/4' MIN. EMBED
INTO CONCRETE OR BLOCK INTO CONCRETE OR BL=
1 -3/4' MIN. 2 PER CLIP (1 ON EACH MG,
1 PER
EDGE DIST. If j
• _ e { .. • �° .. I ! . � d I •. .tea •... I I + .. N ._ •.. I T �v
WOOD BUCI
FLOATING
14 SMS
2 ANGLE
1-3/4' O.C. MDR
2 x 2 x 1/g"
ALUM ANGLE
1/4. OW TAPCONS BY WV.toV
1-1/4' MIN. WOOD PENETRAMON 1/4• DIA. TAPOONS BY 91W o'
4 PER CUP (2 ON EACH WING 1-1/4' MIN. WOOD PENEfW1TKIN
1' MR, 1' MEN. 2 PER ANO O � ao
DIST.
I I
Igo
MY WOW
_ CORK I I I 1 2x 2X 1/9' 0Ot:
------..----- I STRUCTURE ALUM ANGLE
1 � I
I I A74 SMS
FLOATING CLIP-/ j 2 PE9t ANGLE Ills
I 1 1-3/4' O.C. MIN.
FOR 3' TUBE eeellll F
2-3/4' O.C. MIN. C�
FOR ALL OTHER TUBE
O
7
1/4' INA. TAPCONS BY TTW 1/4' DIA TAPCONS BY 'BWDIM a.
1-//4' MI4. EMBED 1-1/4' MIN. EMBED
1 MIN4v HL= tu
4 C �(2 ON EACH � M PER ANGLE
EDGE DIST. 3'Mt-
• MI11. c:•• • Z 3636 _
Z
ALL CLIPS 70 FIT SNUG INTO TUB MULLIONS
TAPCONS MAY BE HEX OR FIAT HEAD.
w00D BUCK j
814 SMS
AN
F'LOA'MIO CLIP 1 I 1-3/4. Ot.C* MMIN.
1 I FOR 3' TUBE
2-3/4' O.C. MIN.
FOR ALL OTHER TUBES
ANCHORS TYPE 'A4'
vAD AFINAD PROTWCT ,vRBYINI18W ,0
CmL m w>np1Y�6 fb
FTA. PE 9 dd
70892 BuRding Co ."-
CAX SB.i9
�` fwaadoa N, �b
drawing no.
M95 -06A
sheet 4 of g
1/4' Olk TAPCONS BY 'DSU'
1-1/4' MIN. EMBED WTO MASONRY BLOCKS
1/4• DIA TAPCONS BY 'RW
1-1/4' MIN. EMBED WTO MASONRY BL OCKS
7/4•
1"
DW. TAPCONS BY 'Rw'
1-1/4' MIN. EMBED INTO MASONRY BLOCKS
1/4• DIA TAPCONS BY TW
1-1/4' MIN. EMBED INTO MASONRY BLOCKS
�
Z
1_3/4• MW. 2 PER CLIP (I ON EACH WWG 1 PER
4 PER CLIP (2 ON EACH WNG 2 PER
EDGE 567.
EDGE DIST.
3'
Q
X/A,
�//A
�Xx OK///A
�A/
N
11 11
•N
4
\ 41-1
U U
����
zALUM XANGI.EB'
pp
1;
O"
--------- Ii
pp
t'-------------
1
j� aWM2ANOLEBs
I 1 I I
2 PER1 ANG i i 4 SMS
11
i '
i14 SMS
I I FLOATING C.1-/ j
I I I I
1-3/4' O.C. MN.
I 1
I
I
1 FLOATING CLIP 1 1
I 1 I
1 I
2 PEO ANGLE
1-3/4' O.C. MIN. I I
I I
(L
FOR 3' TUBE
z-3/4• oa. MIN.
FOR ALL OTHER TUBES
� b
'AA?'
O
ANCHORS TYPE
ANCHORS TYPE
'AM
o
3
38F
1/4• DIA TAPCONS BY '111M
1-1/4' MN. EMBED INTO CONCRETE
2 PER CLIP
1/4' DIA TAPCONS BY 91W'
1-1/4' MW. EMBED INTO CONCRETE
1-3/4'
1/4' DIA TAPCONS BY 9T1W
1-1/4• MN. EMBED INTO CONCRETE
1/4' DIA. TAPGONS BY 'DW
1-1/4' MIN. EMBED INTO CONCRETE
7
z3
Z
MIN. (1 ON EACH M1NG
1 PER ANG
4 PER CUP (2 ON EACs WINO
2 PER ANG
EDGE DIST
ST.
3'j
'..
MW.
07
•'v c♦
o
�a
•y.1
' I
II
�1
Hill
2 X 2 X 1 '
ALUM
-------------
i I
I 2 X 2 X ,.
B
I I I
1 I 1
I I
2 Pe14A SMS
I 1
I
I
I 1 j
I I ALUM ANtiLE
B14 SMS
qg
I
FLOATING CLIA
I i
12
-3/4. O.C. MIN. i i
i
FLOATING CUP-/1 I
ANGLE
1-3/e O.C. MIN,
1 I
FOR 3' TUBE I I
OL
OTHER
$
FOR ALL TUBES
�aom
ANCHORS TYPE 'AAA?' ANCHORS TYPE 'AAAA•'
E;� xw
1go
7 PRODUCT RMSBD
F1A.'PE 7099$ m.1Y6Bwith fhoFbdb
t/
'CA.PL
M
ALL CLIPS TO FR
SNUG WTO TUBE MULLWNS.
' 3938 A p o W
/
, �Y�'•••w•
v�`
pJ
it
TAPCONS MAY BE HEX OR FLAT HEAD.
't' BT
drawing rro.
M95—O6A
sheet 5 of 8
METAL STRUCTURES14 SMS OR 1/4" TEKS
(STEEL OR ALUM. 1/8" MIN. THICK) 2 PER CLIP SMS OR 1/4' TEKS
i
Mme- STRUCTURES
(STEEL OR ALUM. 1/8' MN. THICK)
to SMS OR 1/4' TEKS
a PER CLIP 14 SMS OR 1/4" TEKS
3 PER ANGLE
ro
SMEL -. Fy a 38 KSI MIN. (1 ON EACH WING) PER ANf0.E
STEEL : Fy - 38 KSI MN.2
ON EACH YiINOI
ALU M : 6083-75 MN.
/V.l1M : 8083-TB MN.
a
z
Dk
t5
9.
� 1
t i u u
Z�UXM2 X 1 8'
Sgt
---------------�
2X 1
�I14
I --------- I I I
Y
1
2 ANGLE�Xz
SMSANGLE
Q' K W pQl
I I I I I
1-3/4' D.C. MN.
0 Q p
1 I I I 1 1
I I
1
I I FOR 3' TUBE 1 i
0 y
I I FLOATM WP I 1 P4 S I 1
I 1
I I
I I
FLOATNG CLIP I I 2-3/a• as MN.
I t 1-3/4'' D.C. MN. I 1
I I 3 SORM PER ANGLE 1 I
FOR TUBES
ZZ
W
ANCHORS TYPE '82' ANCHORS TYPE 'B4'
ALL CLIPS TO FR SNUGIMU TUBE MULLIONS.
ttt//g
TAPCONS MAY BE HIX OR FIAT HEAD.
Z
014 SMS ® 1-1/2. D.C. MN.
2 PER CHANNEL
(1X2 & 1X3 IUBE.S)
3 PER CHANNEL (1X4 & 2X4 TUBBES�) TUBE lR1WON
PER
�
4 CHANNEL (2X8 TU
W
�Q
---------------
--------------
7
r
1/8" THICK AMM CHANNEL
LENGTH TO FIT SNUG-
NTO MULLION 1 TUBE MULLION
O
TUBES
LUBES MAY BE NOTCHED I I
SHOWN TO ALLOW MISIALLATION I I
OAS
F
CAULK DONT AFTER ASSEMBLY
j
814 SMS ® 1-1/2. O.C. MN.
2 PER.CLIP (1X2 & 1X3 TUBES'
t
3 CUP (1X4 da 2X4 TUM5-7
ACCESS HOLE 4 PER CLIP (2X8
j
cg
____ ____- 1 _____
_-__--
L9�
3
--------
I I 1
i 1
cc.oW
THIS SCREW CAN BE I 310 FH PER CLIPS
N DIRECTION N EITHER j I 1' D.C. MN.FLA 1
1 1
inyt AHf
�' t
1 I I I
I I
CMppL PRODUCT RSV18>MI
lho FlmWa
I
CC.A�N. 3538 CadO
1-3/4" X 2' X 1/8' (FOR 20Y TU
3/4' X 2" X 1/8" FOR {iBY TUBE]
BWl
Accc.p No
my
.i}
dl"Owing no.
p•'•
CUT TO FIT SNUG A�LUMIDE NB3E BY
M95-06A
ANCHOR DETAIL 11
METAL TO METAL CONNECTION
sheet g o} 6
M® MIAMI DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
LARD AND CODE ADMINISTRATION DIVISION T (786) 313-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ww%m1am1dade gffl /nera/
Nu-Vue Industries, Inc.
1053 East 29 Street
Hialeah, Florida 33013
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 PERA 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 aper the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ tin 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. PERA
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 approvad as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTTON: Series NVTA, NVTAS, NVBH, N un, NVRT and NVTH wood Connectors,;
APPROVAL DOCUNN[ENT: Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH,
NVRT and NVTH", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared
by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County
Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the
Miami -Dade County Product Control Section.
MISS1LLz IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/seHes, 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 follower .
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 # 18-0326.11 and consists of this page 1 and evidence pages EI and E2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos NL Utrera, P.E.
NOA No: 12-0130.33
_� Expiration Date. august 21, 2013
q1160 Approval Date: June 14,201%
Page 1
K M7717t,i_l1_'. i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted raider NOA No. 054701.04"
1. Drawing No. NU -2, titled -NVTA and NVTAS, NVBH 24 and NVUH, NVRT and
NVT P', sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated
01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat,
P.E.
B. TEST "SubmNed under NOA No. 05-0701.04"
Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed
and sealed by C. R. Caudel,•P.E. and S. E. Black, P.E.
ReIDOrt
Wood CooggLe
Date
1.
PT 02-4073
NVTA
Upward
11/06/02
2.
PT 02-4075
NVTA
Upward
11/07/02
3.
PT 02-4074
NVTA
Upward
1.1/06/02
4.
PT 02-3938
NVTA
Upward
68/06/02
S.
PT 03-4177
NVRT36
Upward
02/03/03
6.
PT 03-4202
NVRT36-T
Upward
02/19/03
7.
PT 03-4271
NVRT3&T
Upward
03/27/03
8.
PT 03-4270
NVRT24-T
Upward
03/27/03
9.
PT 02-4095
NVUH26
Up & Downward
01/17/03
10.
PT 02-40%
NVBH24
Up &Downward
12/03/02
11.
31-22456.0002
NVTA & NVTAS
Lateral
07/06/02
12.
PT 04-4698
NVTH24
Upward Parallel/Perpendicular 04/15/04
13.
PT 04-5036
NVTH24
Upward Load
12/10/04
C. CALCULATIONS "Submitted .under NOA No. 04-120201"
Report of Design Capacities prepared by Vipin N. Tolat, P.E.
Product Model
No. of Pates
Daft
a re
1.
NVBM24
7 through 8
05/05/03
V. N. Tolat, P.E
2.
NVRT
9 through 14
05/05/03
V. N. Tolat„ P.E.
3.
NVTA & NVTAS
I through 6
05/05/03
V. N. Tolat, P.E.
4.
NVTA & NVTAS
1 through 14
02/06/03
V. N. Tolat, P.E.
5:
NVRT
15 through 15
07/07/03
V. N. Tolat, P.E.
°i'
DG o
Camas M. Utters, P.E.
Product Control Examiner
NOA No: 12-,0130.33
Expiration Date: Augad 21, 2013
Approval Date: June 14, 2012
E-1
NwVue bdu flex. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. lvliami-Dade DepartmentQf Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Drawing No. NU -2 statement of code conformance to 2010 FBC, dated 01/25/2012,
issued, signed and sealed by Vipin N. Tolat, P.E.
"Submitted sander NOA No. 04120201„
2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on
03/26/2003 signed and sealed by Vipin N. Tolat, P.E.
Carlos M. Utrera, P.E.
Product Control ExamiM .
NOA No:124130.33
Expiration Date: August 21, 2013
Approval Date: June 14, 2012
E-2
TABLE -
Trues Anchors NVTA and Riveted Trues Anchors with Seat NVTAS
Length code N
n
Product
Gouge Gaup®
strap
18
NWA -18 NVTAS 212
20 14
16
NVTA-18 NvrAS 214
2D 14
20
NVTA-20 WAS 218
20 14
22
NVTA-22 NVTAS 218
20 14
24
NVTA-24 NVYAS 220
20 14
26
MVTA-28 FWAS 222
20 u
28
WTA-28 NVTAS 224
20 14
30
NVTA-30 NWAS 228
20
10
NVTA-36 NVTAS 232
J1436
20
48
WTA-4a NVTAS 244
20
No. of
Fasteners
each strop
10d Istrap
a:drnwn AllowoWe Low Itis
Uplift Uplift L1 Stn a L2 �tg1
Single �bkm & Double & D,
Strops Straps
8
787
1814
250
800
6
808
1810
280
am
7
884
1708
1 210
800
8
902
*1804
210
800
9
991
+1902
250
800
10
996
*1988
280
800
it
1048
*2088
280
900
12
ION
42192
280
900
13
1148
*2200
290
900
14
1193
12W
280
900
*Nota For 8 or mare naffs per strap, use
double truss fa doubts, straps.
��
smwud Notex
Code
1. Stent sholl conform to ASTM ASA eUuctund grade 33 Oft yield 33 kof) and
Strop
o mhrtnunh gabtmtsed *soft of 8 80 per ASTM AM
1�,a
2 Allowable tools tae based on Nations] Dosing (NDS) for wood
N
2ftST Om mut Flory M t kg2010
NIRA -18 NVTAS 214
poombu4u^
ty, of as68
are thher
MN 4r
ABowmbfsfor otloads,
species gly.
NVTA-20 NYTAS 218
r bp fa *Darman rtrs aa9a mid
NVTAS ,•
h4. am ban neduced Depth ftator Cb.
Penetrationt
NYTA-22 NVTAS 218
& AIW=Wa toads for wind upM have Ovedy been Irmoosed by o ougtion
,r
.6 for anchor nils. 33M ateel WimIncrmasm to not Iniad ion the
utas]
NVTA-24 NVTAS 220
1esof
14
G. Allowable bale flor mors than one dhmttlol for a atmos connection cannot be
Nvm-28 I NVTAS 222
Into Oarerhts to the
14
dh wd m Shan must be eastuaied fellows:
NVTA-28WAS 224
4 + + ler 1A
14
7. Allowable foods are based on 11' thick wood members unleee otherwise noted.
NVTA-30 WAS 226
8. All tb beams eros] grouted om**W mastery shag kukn� wiBl kdwptcra 16
for
N
and 21 of 201)0 FBG Comets for 8s, booms and groat k DDnarete
shall be o mirk. of 2600 ps]. Concrete nmm*vy did eawHdy with ASTM
NVTA-38 NVTAS 232
="
080.
4"
S. Ag testo haus book Danduated Im a000rdanoe with ASTM D-1781.
EML
20
NVTA ,•
TABLE 2
Truam Anchnm MVTA and Riveted Truro Anchors with Seat NVTAS
Length
Code
�ouge
Strop
18
.Product
NYTA-16 NVTAS 212
20
14
18
NIRA -18 NVTAS 214
20
14
20
NVTA-20 NYTAS 218
20
14
22
NYTA-22 NVTAS 218
20
14
24
NVTA-24 NVTAS 220
20
14
2s
Nvm-28 I NVTAS 222
2D
14
28
NVTA-28WAS 224
20
14
30
NVTA-30 WAS 226
20
14
36
NVTA-38 NVTAS 232
20
14
48
NVTA-48 NVTAS 244
20
14
No. of
Fasteners
eachatro�
10d x 1.8
maximum ABo 1 0 Load Ibe
U lift Single L2 Singh
Ocubl & Dombte & Double
Strap =I Strops Strops
8
1032.
2238
250
800
6
1127
2284
3B8
888
7
1138
2272
820
830
8
1144
*2288
820
830
9
1153
*2306
820
830
10
1181
*2322
920
830
11
1170
*2340
820
830
12
1178
*2388
820
830
13
1167
*23374
m
830
*Note: For 8 or more nas per strap. use
double trum for double straps
Ra$►faroerreento Regdrod
Para0elL
to ws]l
Poo-
CBearn
or To ternTie formed
with Concrete filled
P
0 1$
21r O
O L7
0
Ncee Db.
fMA, NVTAS
i
TABLE 3
NV5H 24 BUTTERFLY HANGER
Notes:
1. Use all epeolfled fasteners In satrodt" to achlon valuta
Wdleated.
2. Values are based on 11' header and J" *4d ntaa.
3. See Denxd Notes. Sheat 1.
SYMM.® Mid Span
TABLE 4
NVUH 28 JOIST HANGER
F: nine
ALLOWME
LOADS (am)
GRAVITY LOADS
NVBHt
18
12
a
1113
Notes:
1. Use all epeolfled fasteners In satrodt" to achlon valuta
Wdleated.
2. Values are based on 11' header and J" *4d ntaa.
3. See Denxd Notes. Sheat 1.
SYMM.® Mid Span
TABLE 4
NVUH 28 JOIST HANGER
�� plydls
vdm
AWVI—�3
!Tll
Not=
1. speoT)bd fasteners to schoduts to adders
2. Vahm we basad an 3' header Ndamess and 1r Jdat vditoss.
Se
3 a Geaaral aotm Sheat I. IAYLMICP
SYMM.® Mid Span grrr.
I`
2r #UPUFT
ahem
° o
• a 0
R7Q o e o
mdi • ° �
•
q
DOWNWARD LOAD
w
ALLOWABLE WADS (")
D01bNWOA
WIND LqwT
x
p
GRAVITY LOADS
LOAD
2M8
NVIAl18
4
714271),o
20
10
2253
1213
�� plydls
vdm
AWVI—�3
!Tll
Not=
1. speoT)bd fasteners to schoduts to adders
2. Vahm we basad an 3' header Ndamess and 1r Jdat vditoss.
Se
3 a Geaaral aotm Sheat I. IAYLMICP
SYMM.® Mid Span grrr.
I`
2r #UPUFT
ahem
° o
• a 0
R7Q o e o
mdi • ° �
•
q
DOWNWARD LOAD
w
TAELE 5
NVRT Flat and Twisted Rafter Ties
Length
Product
Com
Gauge(in)
12
MT -12
14
16
NWT --18
14
18
NW -18
14
20
NWT -20
14
22
NM --22
14
24
NWT -24
14
30
NVRT-30
14
36
NVRT-38
14
48
NVRT--48
14
16d Fasteners
Maximum Uplift Load (lbs)
TOTALAMA
not Ties Twisted Yles
8 4
728 724
10 8
881 880
12 8
888 898
14 7
1138 1152
WAM
f. specify 'F' for Flat and "T' fa Twisted when ordering.
2. Fastear vaUme are based on a minbnwn I? thick wood manbem
3. • hwbxdee cm. of We in each oonneeted wood mwnba.
4. See Gewd Notee, sheet 1.
UPLFT
I�
TABLE�
NVRT Twisted Rafter Ties to Concrete Tie Beams
or Concrete Filled Mosonry
Length
(in)
Product
Cogs
age
12
NVRT-12
14
16
NVRT-18
14
18
NVRT-18
14
20
WAT-20
14
22
NVRT--22
14
24
NVRT-24
14
30
NVRT-30
14
36
NVRT-38
14
E48
NVRT-48
14
No. of 16d nalls
to Wood Framing
No. of }" diameter
Topoons to Concrete
Maximum Uplift
Load (lbs)
4
8
722
8
7
888
8
8
991
7
0
11
Pacoticsa
d1slMctes
Nater s
1. TTW tqP*= shd be embedded a minimum of 1j. into oonaete
tkbemn or Odwami famed with oonaete Ged masonry. nW topwo eha8
hove a mh edge Mance of 2} and min%mn spacing at 1j, as shown.
2. S" Come! Notes, sheet 1.
3. A8 tapawre mast be In Use sane row spm at 114 an camas.
Do not use holes le the appoefte row.
Strap meet be long erwigh to acoamrmdate rvTAed tapoane.
'2r Mtn. edge dMatoe
Rdnforeanent req*w
T% own:- a i; e8V►
conaretw flged masanory ar
...b ue bean
r,
Tfl
ie
0
a . 1 1°
�o
e
0
NVRT Anchor
Holes dh1. fbe
O
ted
W
Ir
am
NVTIt '
bWAM dwd
ldngM Tnre'e Caaoreta Tb Baron
or Tte Baan tont
w6 oonaate i1w
tnau�vy
Truss Anchors NVfli
Lwgth Product Gouge Gouge a of Faster tdwdmum• Upgft Loads Ibs
Code - seat strop In such Strap Single Strap Double Strops
10 x 1.S' on on
12 NVTH-18 18 14 Single Truss Double Truss
6 1032 2084
14 NVTH-18 18 14 a 1222 2444
16 NVTH-20 18 14 T 1278 2680 g
8 1329 2888
18 NV114-22 18 14
8 1383 2788
20 NVIN-24 18 14 10 1437 2874
22 Nliflt-28 18 14 11 1490 2980
12 1844 3088
24 NVTH-28 18 14
13 1898 3198
26 NVTH-30 18 14
32 NVTN-36 18 14 v w
44 • NVTH-48 t8 F14
a,71—
ar o
' uP
Rd* �an front & Book
>
ba ag oentarod Notes oto: �"
91 w x 7m". PB (f9VfI.) o
FL. sm. gg 18847
8 Nab in Front (1Bn) 16188 LAMM LANE
Nags 1od x I w 'm 770
� NV111
v
RY:
�»1
�..,.
Truss Anchors NVfli
Lwgth Product Gouge Gouge a of Faster tdwdmum• Upgft Loads Ibs
Code - seat strop In such Strap Single Strap Double Strops
10 x 1.S' on on
12 NVTH-18 18 14 Single Truss Double Truss
6 1032 2084
14 NVTH-18 18 14 a 1222 2444
16 NVTH-20 18 14 T 1278 2680 g
8 1329 2888
18 NV114-22 18 14
8 1383 2788
20 NVIN-24 18 14 10 1437 2874
22 Nliflt-28 18 14 11 1490 2980
12 1844 3088
24 NVTH-28 18 14
13 1898 3198
26 NVTH-30 18 14
32 NVTN-36 18 14 v w
44 • NVTH-48 t8 F14
a,71—
ar o
' uP
Rd* �an front & Book
>
ba ag oentarod Notes oto: �"
91 w x 7m". PB (f9VfI.) o
FL. sm. gg 18847
8 Nab in Front (1Bn) 16188 LAMM LANE
Nags 1od x I w 'm 770
� NV111
