Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
PL-14-1649 Miami Shores Villa g a -- T"T
����_
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201D
BUILDING Master Permit No. :.u`4 —�
PERMIT APPLICATION Sub Permit No. V_�'U'_A -I
❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL
LUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION F-1SHOP
4 CONTRACTOR DRAWINGS
JOB ADDRESS: qy—� k c-C/ C_-;L r v
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): L �'� ���Y Phone#: �
Address: C;,j L'o a
City: State: Zip:
Tenant/Lessee Name:
!% Phone#:
Email:
CONTRACTOR:Company Name: ECo7L �VHa✓NC Phone#:
Address: 11SDI A/it/
City: A11*411 State: f�WA.0,4 Zip: 18QSs_
Qualifier Name: N*el,4 A 7-1WAA©S Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Add'tion/� ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: C9��c•✓ /1/lrl�C <+�(�i
Specify color
color thru tile:
P o
Submittal Fee$ Permit Fee$ �7 CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ :O o
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature c Signature
OWNER or AGENT CONTRACTOR
Theforegoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
3 ii�'' ) day/off a LfV '0-C r 20 1 q , by 254 day of SE��M��- 20 /Y- by
h-U 171 It Q U1 FfAo is personally known to V 1X .9 rrN�id-49S ,who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC: /
c
Sign: 1, Sign:
Print: n ra I rPrint: -45t!� L 4457*19Z
�o+"`:.p � PEDRO L.GASTRO
Seal: Seal: MY COMMISSION#EE 024272
•"�iiY ,CgMrlpe LorerA0 Morales
�,.. EXPIRES:October 8,2014
:Commission 1 FF 160487 srgT Bonded Thru Budget Notary Services
�. FIroe; SEP 16,2018 FOFFIa
1... 1 YT rLasucA NOTARY.LLC
APPROVED BY �`� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department SEP 11 2014
10050 N.E.2nd Avenue, Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
SPECTION LINE PHONE NUMBER:(305)762-4949
FBC ZO
BUILDING Master Permit No.RC-6-14-1224
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ■❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 9400 NW 2 AVE
City: Miami Shores County Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO X
Occupancy Type: R-I Load: Construction Type: CBS Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): ELITE HOME PARTNERS Phone#:305-905-6913
Address:2300 WEST 84 ST# 602
City: HIALEAH State: FLORIDA Zip: 33016
Tenant/Lessee Name: Phone#:
Email:
_ (Fqcq ' Op7�DTRACT3 0 J CONR
Address: l G /
City: State: 0!: Zip: Y Z
Qualifier Name: L• l� 6 l/ Phone#:
State Certification or Registration#: rar Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: MOVED BATHROOM IN PLANS
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ CO
(Revised02/24/2014)
r
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first 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.
Signaturenature
OWNER or AGENT RACTOR
The foregoing instrument was acknowledged before me this The foregoing i str ent was acknowledged before me this
�Q day of 20�personalLly
by (C da of_ G 20 by
to ,whois personally known to
me or who has produced as me or who has produced Q as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: , NOTARY PUBLIC:
Sign: Sign:
Print:
Print:
Seal: "'voy, 2011
ro` e�a'rCOMMISSION
','a �����' Notary Public-Stat Rof Florida Seal: 9 `EXPi�E�1 oNNo4 m
. .;My Comm.Expires Oct 24.2017
Commission#FF 066091
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
f
� + STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
RUDGE, REMON CELCIUS
RUDGE WOOD FLOORING INC
2334 NW 78TH ST
MIAMI FL 33147
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range ::; STATE OF FLORIDA
from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND
and they keep Florida's economy strong. PROFESSIONAL REGULATION
Every day we work to improve the way we do business in order to CGC1506495 ISSUED: 06/22/2014
serve you better. For information about our services, please log onto -
www.myfloridalicense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR
about our divisions and the regulations that impact you, subscribe RUDGE, REMONSICELCIUS-
to department newsletters and learn more about the Department's
initiatives. RUDGE WOOD'FLOORING INC
-
Our mission at the Department is: License Efficiently, Regulate Fairly.
We constantly strive to serve you better so that you can serve your
customers. Thank you for doing business in Florida, IS CERTIFIED under the Provisions of Ch.489 FS.
and congratulations on your new license! Expiration date AUG 3i,2016 L1406220001324
DETACH HERE
RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
CGC1506495
The GENERAL CONTRACTOR
Named below IS CERTIFIED w,+*`�
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
RUDGE, REMON CELCIUS
RUDGE WOOD FLOORING 11N0
2334 NW 78 STREET
MIAMI FL 33147
a .
tcci mn- naigq»nid nIRPI AY AS RFOIIIRFD BY LAW SEQ# L1406220001324
Tr
011391
Local Business Tax Receipt
Miami-Dade County, State of Florida
—THIS IS NOTA!BILL — DO NOT PAY
5230198
BUSINESS NAME/LOCATWN RECEIPT NO. EXPIRES
RUDGE WOOD FLOORING INC RENEWAL SEPTEMBERS 2015
1501 NW 54 ST 5465016
MIAMI FL 33142 Must be displayed at place of business
Pursuant to County Code
Chapter 8A-Art.9&10
OWNER SEC..TYPE OF BUSINESS
RUDGE WOOD FLOORING INC 196 GENERAL BUILDING CONTRACTOR PAYMENT 8ECEIV,60 t,"
Worker(s) 4 CGC1506495 BY TAX C LLEarbok,
845.00-07/18/2014
CHECK2 7--14-026308
This local Business Tax Receipt only eoalirms payment of the Local Business Tax. The Re
Permit or a certification oI the holder s qualifications,to do business. Hol ¢6rpt tx-met a ernmelic9e,
or nonglovernmentat regulatory laws and requirements which apply to the del tgrlat comply itt any goven>mx mal
PP y 1}ilm�lsx.
The RECEIPT NO.above mast be displayed on all commercial vehi
3¢am,4 Owe Sec Sa-276.
For more information,visit
lA0At1B(Attiaaridaito Thr,
q
All,
...........
4� All,
42-
Mix
Ips
sl
TW.--
-
POST Q.-N SII("m
INSPECTION RECORD -- ----- ----_ _ RC-6_1 �_12��
Permit NO.
�.--- - -
�REs � Miami Shores Village - ----..T�--- l�ermif Type:RBsidentla t oriStructiOn
9c1 10050 N E.2nd Avenue
work Ci18SSiCattdl?:Alteration
1 t ) Miami Shotes,FL 33138-0000 _
EToy Phone: (305)79;1-2204 Fax (305)75<"-b9? Issue Date:8/28/2014 02124/20'1
%&r Expires:
02/24/2015
----
INSPECTION REQUESTS: (305)762•-4949 or Log on at https://bldg.miamishoresviIlage.com/cap
REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY.
Requests must be received by 3 pm for following day inspections.
Residential Construction Parcel#:1131010150290
� Owner's Phone:
Owner's Name:
Job Address: 9400 NW 2 Avenue Total Square Feet: 1500
Mnmi Shores FL 33138- -- --- Total Job Valuation: $ 35,000.00
Bond Number - --- _ -
;,xe
WORK IS ALLOWED MONDAY THROUGH SATURDAY;
7:30AM-6:00PM.NO WORK IS ALLOWED ON SUNDAY
Contractor(s)
Phone Primary Contractor OR HOLIDAYS.
RIJDGE WOOD FLOORING Yes
BUILDING INSPECTIONS ARE DONE MONDAY
THROUGH THURSDAY. ROOFING INSPECTIONS ARE
DONE MONDAY THROUGH FRIDAY, NO BUILDING
INSPECTIONS DONE ON FRIDAY.
fl
i
! i
NO INSPECTION WILL BE MADE UN!_ESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READL.Y AVAILABLE. IT I�
THE PERMIT APPIJCANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE BUILDING OFFiI;IA: NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL.
WARNING TO 'OWNER: YOUR FAILURE TO RECORD A NOTICE O
COMMENCEMENT Mk"" RESULT INYOUR
PAYING TWICE FOR IMPROVEMENTS TI
YOUR PROPERTY. A NO '"c OF 'COMMENCEMENT MUST BE RECORDED AN
POSTED ON THE JOB SITE Est/-Ur'.,_F THF FIRST INSPECTION. IF YOU INTEND TI
OBTAIN FINANCING, CONSULT WITH YOUR LEN�►rRAN ATTORNEY B1=�0 <
N.
1NS"DuCT10N1nkEC0-D1-%
STRUCTURAL
fNSPECTION DATE
ZONING
INSP IPECTION
NSDATE I NSP INSPECTION DATE
Foundation ZoningFinal INSP
Stemwall ZONING COMMENTS Rough -
.:lab _ �
Columns1 st Lift y L Water Service
Columns 2nd Litt 2rid Rough
Tie Beam To Out 0 Truss/ afters Fire S rine
Roof Sheathin
Se tic Tank
Bucks Sewer Hook-up
Windows/Doors /-30 ��
ELECTRICAL �j kBa-k.
rains
Interior Framin
i �'t'12 x-30 /S,INSPECTION DATE INSPI
nk
Insulation z--z /i Tem ora Pole
CeilingGrid "--
30 Da Tem ora S rinklers
Drywall '4. Pool Bon,
Firewall rain
Pool Deck Bondin in
Wire Lath Pool Wet Niche -
Pool Steel w Preventor
Under round for
Pool Deck Footer Ground
+ Final Pool Slab
Fence Catch Basins
Final Condensate Drains
• Wall Rough HRS Final
L
Enclosure Ceiling Rough
y
Roug air PLUMBING f'OMMENTS -
Base Tele hone Rou h' v'
Tele hone Final
Roof in Pro ress TV Rou h
Mo in Progress TV Final
Final Roof Cable Rou h
k
Shutters Attachment Cable Final
Final Shutters -
Intercom Rough
Rails and Guardrails Intercom Final
AUA compliance MECHANICAL
Alarm Rou h
INSPECTION DATE INSP
Alarm Final Underground Pipe
DOCUMENTS Fire Alarm Rough
Soil Bearin Cert ----
Fire Alarm Final � ' ` ' r � Rou h � +
Soil Treatment Cert Service Work With or Elevation Surve
Reinf Unit Mas Cert r Ventilation Rough
ELECTRICAL COM
Insulation Certificate Hood Rough '
S t Surve Pressure Test
Final Surve Final Hood
Truss Certification Final Ventilation
+.,
STRUCTURAL COMMENTS Final Pool Heater +
Final Vacuum f
FIRE
MECHANICAL Com
INSPECTION DATE IN""'
Final Sprinkler
.#arm
_
r
MR ENGINEERING CONSULTANTS INC
CA 9824
280 NW 151 AVE PEMBROKE PINES FL 33028
9544425099,9542986717 F 9544329266 MRENG I @AOL.COM
September 15, 2015
Miami Shores Village
Building Department
10050 N.E. 2nd Ave
Miami Shores, Florida 33138
Re: Permit# RC6-14-1224
Folio# 11-3101-015-0290
Attn: Building Department,
I Rahimuddin Rahimi PE, having performed and approved the required inspections at the renovation
and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the
structural and envelope components of the above referenced renovation are in compliance with the
approved plans and other approved permit documents. I also attest that to the best of my knowledge,
belief and personal judgment, the approved permit plans represent the as-built conditions of the
structural and envelope component of the said structure.
This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be
Submitted to the Village of Miami Shores Building Department in conjunction with the application for a
Certificate of Completion for the above referenced structure.
Should you have any questions or need any additional information please do not hesitate to contact me.
Sincerely,
Rahimuddin Rahimi PE
State of Florida #51484
Rudge Wood Flooring
2334 NW 78 ST
Miami, FL 33147
(305) 696-0254
Ref: 9400 NW 2 AVE, Miami Shores FL, 33150
To whom it may concern,
Please be advised that we installed R-30 Owens Corning insulation in the repaired
ceiling sections and R-5 Fifoel in the walls that were repaired.
Than ou very much,
Personally Know
OR Produced Identification 3Z0 `7R,3
Type of Identification Produced
,
Caridad Diaz
• y p
_CorrwrgsWr►pFF 160477
Expires: SEP 16,2016
''V, BaNDED THRU
18T FLORIDA NOTARY,cca Print,Type or Stamp Name of Notary
MIAMI-DADS MIAMI-DADE COUNTY
4 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND E �I E RCE RER) 11805 SSV 26 Street,Room 208
BOARD AND CODE ADMINISTRATION D T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANC N rnvw.mian+idade.gov/economy
Universal Impact Windows&Doors,
1675 West 315 Place
Hialeah,FL 33012
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series Rebecca Aluminum Horizontal Sliding Window-Impact
APPROVAL DOCUMENT: Drawing No. W99-63, titled "S-Rebecca Coastal Horiz. Rolling Wdw.
(L.M.I.)", sheets 1 through 7 of 7,prepared by Al Farooq Corporation,dated 09/01/99 with revision E dated
02/27/12, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control
Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control 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,
nnodel/series, and following statement: "Mianni-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 Mianni-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literahrre. 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
distributes and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 12-0604.15 and consists of this page 1 and evidence pages E-1 and &-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascou,P.E.
AMMMU
GAMIDA M0MTY NOA No. 13-0514.16
�� Expiration Date: May 12,2018
1''4 { 3 Approval Date: August 1,2013
Page l
Universal Impact Windows & Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W99-63, titled "S-Rebecca Coastal Horiz. Rolling Wdw. (L.M.I.)",
sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 09/01/99 with
revision E dated 02/27/12, signed and sealed by Javad Alunad,P.E.
(Submitted underprevious NOA#12-0604.15)
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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94
along with marked-up drawings and installation diagram of an (OXO) aluminum
sliding glass window, prepared by Fenestration Testing Lab., Test Report No. FTL —
5260 (07029)dated 07-02-07, witnessed by Carlos S. Roil-Ida,P.E.
(Suubrnitted under-previous NOA#08-0506.08)
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 2411 3.2.1 and TAS 202-94
along with marked-up drawings and installation diagram of an (OX)aluminum sliding
glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL —2308 (99028) dated 07-15-99, witnessed by late Gilbert Diamond, A.E.,
reviewed & signed and sealed by Jose D. Mitrani, P.E. Test report was reviewed &
revised by addendum letter dated 09-08-99, signed and sealed by Jose D. Mitrani, P.E.
Test report further was reviewed &revised by addendum letter dated 04-18-00, signed
and sealed by Aldo P. Gonzales, P.E.
(Submitted under Previous NOA#99-1116.04 & 03-0401.01), Test conducted per
PA201, 202, cC203-94, now classified as TAS201, 202, 203-94.)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by AI-Farooq Corporation, dated 05/31/12, signed and sealed by Javad
Alunad, P.E. (Submitted under previous NOA #12-0604.15)
2. Glazing complies with ASTM E1300-04.
{
Jaime D.Gaseou,
Product Control Section Super-visor
NOA No. 13-0514.16
Expiration Date: May 12,2018
)J-1 Approval Date: August 1,2013
Universal Impact Windows &Doors,Inc
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I., Inc, for their
"Safety-Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13.
2. Notice of Acceptance No. I1-0624.02 issued to E.I. DuPont DeNemours &Co., Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17.
3. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16.
4. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company for
their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, dated May 9, 2013,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
2. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated February 2, 2012, prepared by Al-Farooq Corporation, signed and
sealed by Javad Alnnad, P.E. (Subinitted under previous NOA #12-0604.15)
3. Addendum letter to test report FTL2308 dated 09-01-1999 and 04-18-2000, issued by
Fenestration testing laboratory, both signed and sealed by Jose D. Mitrani, P.E.
(Submitted under previous NOA# 08-0506.08)
G. OTHER
1. Notice of Acceptance No. 12-0604.15, issued to Universal Impact Windows & Doors,
Inc. for their Series Rebecca Aluminum Horizontal Sliding Window-Impact, approved
on 09/06/12 and expiring on 05/12/13.
Jaime D.Gascon,P,-E-.,,,
Product Control Section Supervisor f
NOA No. 13-0514.16
Expiration Date: May 12,2018
E 2 Approval Date: August 1,2013
-
y.V
vnNDDw vnprn vnnpow WIDTH -- D
AD L.ANCHOR ADM.ANCHOR 10'MAX. 0 F
AT MTG.STILE ENO Z
SEE SHEET 3 AT MIG.STILE ENDS HEAD/SILL r
10'IM%. FOR CMACITY i0' SEE SHEEP 3 VENTS
NTC.STILE POR CAPACITY
MTC.STILE I^ y" I]] MA%. ° O
12.
8'MAX. ,• FA mAx./SlL 1I�I —NERD/SILL FALSE MU TINS
HEAD/SILL --yl HE,N/SILL SURFACE APPLIED a
CORNERS HEAD ({ I FlX.UTE OPTIONAL a'D
A SILL FALSE MUNTINS CORNERS F
SURFACE APPLIED
OPTIONAL
II ii II II O�ao
Iii � ii it �
;�� � ob Co C % 01 % ii D1
n i E W I
ii i I ii � Y A
t3 it I
it 9 n u
— o
• Sz]/Is' 32 5/16" o S 25 3/E' _ 47 1/4' 26]/B" O x a n 8
gO.L.OPG. D.L.OPG. O.L.OAC.---- O.L.OPG. 'j 4 F M n
]]' 30 3/4" 30 3/4' J�N
VENT WIDTH VENT WIDTH VENT WIDTH M 4
TYPICAL ELEVATIONS
z
SERIES REM
ECCA COASTAI,
ALUMINUM HORIZONTAL SLIDING WINDOW 8
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE P R
COMBINATIONS OF H.S./H.S.OR HORIZONTAL SUDING WITH OTHER ¢ S
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING u
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL PRODUCTIIENFWF,U
WILL APPLY TO ENTIRE SYSTEM, u cnwpl7Nr nils Inv FMHJL _
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TOC COMPLY WITH THE k�•)jrnyvFU S�j+_• 4 P .�
REQUIREMENTS E THE FLORIN BUILDING CODE INCLUDING HIGH VELOCITYHURRI
WOOD ANEBUCKS
SONE OTHERS Alivml Onde RMuq Cony
WOOD ROCKS BV OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER S Q
LOADS TO THE STRUCTURE. Eng':JAVAO ANMAD
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS CML - PRODDUC f REVISED o C
PE/ V P1YIv8,nim lNe Fbrlde $
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FIA 70582
CAN 5W "balding CvC< 3•
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Aa<PIAvn No IL'0� 13 Y L
NOT PART OF THIS APPROVAL.
A LDAP WRATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. -ID9 0O
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT _.. Ttum4 vJc Pro:iv.':Cr::llo 1.199-63
COME INTO CONTACT WITH OTHER OISSIMILM MATERIgLS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE @ SMALL MISSILE IMPACT. YY
REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003,8.4. SHUTTERS ARE NOT REQUIRED. sheet 10T 7
DESIGN LOAD CAPACITY-P8p(XO OR OX SIZES) V
NOTE: Iw�
w1NDow Dols. A GUMPH'A' cuss TYPE'B' - _ GLASS CAPACITIES ON THIS SHEET ARE .y I
WIDTH HEIGHT Exr.(y INT.(-) EXT.(+) WT.(-) BASED ON ASTM E1300-04(3 SEC. GUSTS)
26-1/2' 3 loo.° Iw.O 100.0 150.0 AND FLORIDA BUILDING COMMISSION Z n
37' 28, 4_ 100.0 Iso.o 100.0 ISOA DECLARATORY STATEMENT DCAOS-OEC-219 F F� 3Rd
SJ-1/8' 6 100.0 ISO.o 100.0 150.0
74' 8 100.0 160.0 100.0 150.0 IG O g
26-1/2' 3 100.0 IWO 100.0 150.0 fSrY yC
37' 4 100.0 150.0 100.0 150.0 °
le-3/8'
5a-1/6• 6 -Iw.o 150.0 _100.0 150.0 154 .2K 0�i H
74' a 100.0 127.3 IO 150.0 0°
APPROVED CONFIGURATIONS d°
2s-1/2 3 100.0 150.0 100.0 150.0
100.0 150.0 100.0 1560GU s WIDTHS TO BE EOVIL ON MCWNG AND FIXED LITES
53-1/8' 6 Ioa.o 114.1 IDOA 125.1 3
74• D 85.8 85.6 100.0 106.9 LL Z N
53-1/8' •7 - - IGO.0 150.0 w
100.0 156.3
28-1/2' 3 100.0 150.0 100.0_ 150.0 C.._
SJ' 63' 4 100.0 119.5 O 90 7
8] = I/1
53-1/8• 8 61.8 .8 90-7.] 90.7 ; Kp
•5 100.0 ISOA 100.0 1500 bC $
3]' •♦ - - 100.0 122.] 1/8"pNNFALEO CUSS 1/8'HEAT STREN'D GLASS
24' 2 100.0 150.0 100.0 150.0 = ..
36' 4 100.0 150.0 IWO 150.0 0.10•INIERUYER 0.10•INTERLAYER
M' 24' B 100.0 150.0 1ODO 150.0 SAFETY-PWS II BY'GLASSLAM' SAFETY-PWS 11 BY'GIASSUM' a 8
g
60' 6 1000 1500 1000 1500 81
.1/8"ANNEALED GLASS 1/8'HEAT STREWD GLASS
)2' 8 100.0 150.0 100.0 150.0
24' 2 100.0 %w.o 100.0 150.0 n.r�i S
a
sa' 4 160.0 150.0 1Go.o 150.0 `"
SILICONE SLLICOW G$
46'
36' 6 100.0 150.0 100.0 150.0 DOW CoRN9JC 995 _ OOW CORNING 995 LY h 1Ji.
GO. 6 loo.. 150.0 100.0 150.0 m
72' 6 100.0 140.1 100.0 150.0
24' 2 100.0 150.0 150.0 150.0
w°
36' 4 100.0 150A IWO 150.0 CLOSED CELL FOAM PAD - CLOSED CELL FOAM PAD N ��
I
qB• -- ---- GLAZING TAPE GLAZING TAPE
48' 6 100.. 135.2 100.0 114.4 - 2 1/2'X 1/8"X 3/4"LONG 2 1/2'X 1/8•X 3/4'LONG
50' 8 100.0 111.9 IG0.0 12].B 3 PER SIDE 3 PER SIDE
72' 8 97.9 00,0
12 PER UTE rc 12 PER LITE
97,8 1II9.1 4
24' •3 - - 100.0 150.0 C
38' ;s---100-0--1-50-0
- - 0. .
48' 4e' '] - - 100.0 150.0
eo' •7 - - 100.0 ja97
GJ, SS-S TYP GLASS TYPE H• R
72' •9 - - 100.0 N a
24' 2 MID 136.7 100.0 4
36' 4 100.0 130.1 100.0
46' 50' 6 IOG.O _104.3 100.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE
50' 6 els els e9.7 0 o R -
72' 8 71.3 71.3 6o.e FOR WINDOWS WITH APPLIED RISER AT FRAME SILL o u o W
24' •1 150.0 m
.0 FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PSF
J6' e0' .5 100-0 .o SEE DETAIL ON SHEET 4.
48' •7 100.0 .6 -
w' 7 - .0 Erg1.JAWN-)2' g _ 6 PROMIC-1'ENEWED PRODUCEREVISED.1 romPlli"X r•ilA Nre R..d•. "cwn.]5]8592 umxPlYlnt wNNlM Florlee $
A NO.OF ANCHORS PER HEAD h SILL - 11uIr11nX Crnle I }ItlM1nECWe
=ADDL.ANCHOR AT MTG.STILE ENDS 1�1<IPlxnrr11 I, � aePlence ale 2-Ob I $ o
A 3
) drpwi q
DlprmLlieae pron9N¢nnlrw-�: �p.I DAd<PrwlRl eons W99-63
HEAVY DUTY AITG. STILES M.4Y 3_2012 (sheet tot 7
DR61GN LOAD CAPACITY-PSP(XOX 912X3) NOTE:
cuss TYP9s -- GLASS CAPACITIES ON THIS SHEET ARE W
WINDOW DIMS. A 'c','G','R'R's' BASED ON ASTM E1300-04(3 SEC.GUSTS)
MTH HEIGHT EXT.(r) INT.(-) AND FLORIDA BUILDING COMMISSION Z
74' a 90.0 nO.o
47 t/4'uAX. DECLARATORY STATEMENT DCA05-DEC-219 f hz
108-1/4" 28" 10 90.0 110.0
n r 10 80.0 110.0 o 3
14" 0 90.0 110.0 1.1
105-1/4' 38-3/B" 10 90.0 110.0 = 1.O
111' IO 90.0 110.0 VEv O n
OPERADNG NTS TO BE TO 1/3 OF THE WINDOW WIDTH
74' 0 80.0 110.0 WHNIA)(..O.L.O.WIDTH ATTFI fl%ED LITE AS SHOWN ABOVE.
106-1/4' 50-5/8' 10 90.0 110.0_ a j
111' 10 90.0 110.0 Q H O Ai
74' 0 90.0 91.1 0.
r{$
108-1/4 6J' 10 ]5.3 T5.3 I/8°HEAT STREN'D GLASS 1/B'HEAT STREWD CUSS 4SENTRM
" EAT STREN'D GLASS 4�1
° N-0 GLASS
111' 10 14.1 74.1
]I' •10 80.0 110.0 .090'INIERUYER .090'INTERLAYER RLAYER ERLAYER Q i
SAKE%19G BUTACITE N13 AS LUS 8 W
106-1/4" 63" •12 90.0 110.0 BY'SOLUTW BY'DUPONT' iV SUM'
111' •12 90.0 110.0 ¢ Q Q �-
f m -1/8'HEAT STREN'D CLASS F E" 1/8'HEAT STREN'0 CLASS EAT STREN'D CV55 FEAT STREN'D C1A55 �J
72" )_ 90.0 110.0 2i 31
64" 24. 8 90.0 110.0 96" 10 90.0 1100 1° 1 SILICONE a $ILICDNE cSILICONE uS.-MEDOW CORNING]95 m DOW CORNING 795DOW CORNING]95 OOW CORNING 795
0 1100 22 DOW CORNING 995 DOWCORNING995OOW CORNING 995GE CORNING 993
)Y 7 800 110-0 - GE 2000 CE 2000 CE 2000CE 20003fi, . 110.096' 10 90.0 110.0 08• 1090.0 110.0 / g
]2' ] 90.0 110.0 ll t-•7 n
0 90.0 110.0 VENT VENT VENT VE[1T 3 y
98 10 90.0 110.0 h 4 n
-110
90.0 110.0
72' ) 90.0 99.6 ---3/16"HEAT STREN'D CUSS --3/16'HEAT STREN•D CLASS -3/16"HEAT STREN-D GLASS 3/16"HEAT STREN•D GLASS 3 R
04' 60" 0 90.0 91.1 Z n=
�72-
10 OS.J 85.3 _090"INTERLAYER .1190°INTEflUYER .090'INTERLAYER 120°INTERLAYER m ],.. CiSAFLEX 19C SUTACITE PVB SENTRYCUS SAFETY PLUS II �_t0 81.6 01.0 BY'SOLUTIA' 8T'OVPONT' BY'OUPONi' BY'GUSSUM'9 90.0 110.0 J 16'HEAT STREN-D GLASS pp4' 80' •10 90.0 110.0 / 3/IB'HEAT STREN'G GLASS F 3/18'MEAT STREN'0 CLASS F ffi 3/16'HEAT STREN'0 CU55 r
98' •12 90.0_ _110.0
1�' •12 90.0 110.0 '„e SILICONE to] SILICONE e 3 .. SILICONE o] SILICONE Agg a
2 DOW
CORNING 795 iI! 22 DOW CORNING 795 I Ii 22 DOW CORNING]95 Y 22 DOW CORNING 795 o C o
A N0.Of ANCHORS PER HEAD h SILL i� DOW CORNING 995 DOW CORNING 995 1 i' DOW CORNING 995 11! D01Y CORNING 995 R
COL.ANCHOR AT MTG.STILE ENDS 5 i GE 2000 i�Iii GE 2000 II i GE 2000 L GE 2000 9
'
FIX
-EED-LITE FIXED_LITE Ff.XED LITE FIXED LITE -'§R"
GLASS T)PE 'C GLASS TYPE •D' GLASS TYY-'E 'E' GLASS TYPE 'F'
>C
En9.:aAv,10 AHUAO I C
STD. MIG. STILES Gnn
ApROpUC'Re I$- $ ''
PIlDDUG7 NENEweb M P ]o
Bl F+hidi C.N.E 9.18s9z p119ngwi15IIR Florid• ',
I YnY rrl@the Flerld9 - /�//'//�T�7�I�I/�yJ/ 1wMin6 Cadc 1P-O60411 Y o �
1t47ilin8 C'nde -- V AesnPlentt No $..R
carnmnvv Nu l3-c5+a.'I ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE ps •le A 1
lE;j�i{,n°^O•I=y-It-=i;<.4 FOR WINDOWS WITH APPLIED RISER AT FRAME SILL amwtng no.
3•__ I«,.( FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PSF oa�r.wd.ace. yygg_63
;Nlnml undoNndv rodnel C9nho1e9aml SEE DETAIL ON SHEET 4.
IBY T1PICly ANCHORS
.000 BUCK SEE"U"'FOR SPACWC METAL TYPICAL ANCHORS BUCK I/1�-1�m
STRUCTURE SEE ELEV,FOR SPACING F--------------------
_ T KOD 5 URE
1 MMI DADE COUNTY APPROVED Z q i
MULLION k MU ANCHORS I
'I SEE SEPARATE NOA k y
I
(d 8
II II F �
I II �O
- ii aD
A 211 � �F
o �
; a
o
a
TYPICAL ANCHORS TERGAL ANCHORS O
SEE ELF/.FOR SPACING SEE ELEV.FOR SPACING
LLzM=�
WOOD BUCKS AND METAL STRUCTURE NOT BY UNIVERSAL
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O
AND TRANSFER THEM TO THE BUILDING STRUCTURE. J Y• ,�
SEALANTS: TYPICAL ANCfIORS; SEE ELEV.FOR SPACING
FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL ,I/4"DIA.ULTRACON BY'ELCO'(N-m KSI,ry-155 KSI)
O SEALED WITH WHITE/ALUMINUM COLORED SEALANT. R
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
WWEEPHOLES: 1-3/e"MIN.PENETRATION INTO WOOD i
U N 4
W1 (I 7/8"% 1/2"WEEPHOLES)AT 4"FROM EACH ENO THRU 1BY BUCKS INTO CONC.OR MASONRY � 3 g--
J Gkl WITH PLASTIC FLAP VALVE AND FOAM PADS 1-1/4"MIN.EMBED INTO CONC.OR MASONRY <d n 8
aero
� W2 (1 7/8°X 5/76"WEEPHOLES)AT 4"FROM EACH ENO DIRECTLY INTO CONC. OR MASONRY 4
W3
WITH FOAM PADS 1-1/4"MIN.EMBED INTO CONC.OR MASONRY qq
3 =(1 7/8"NOTCH)AT ONE END ONLY 2S 3 z
AT GLAZING LEG IN FRONT OF MOV.VENT p12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 9,
INTO METAL STRUCTURES z�
STEEL: 12 GA.MIN. (Fy- 36 KSI MIN.)
ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
SILL RISER 010 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W
A
ADHERED TO SILL INTO MIAMI-DARE COUNTY APPROVED MULLIONS(MIN.THK. _ .090')
WITH sEAVNT
(NO SHIM SPACE) °��a
Q ttPICAL EDGE DISTANCE m 3
_ INTO CONCRETE AND MASONRY= 1-1/2"MIN. (EXCEPT AS NOTED)
2 21 INTO WOOD STRUCTURE = I"MIN. -
w2 3 n INTO METAL STRUCTURE 1/2" MIN. ..A 3 a N
O 1) i6 ; _ *.'�WRSI'
ds
2 CONCRETE AT HEAD,SILL OR JAMBS Ye- 3000 PSI MIN. Al
S R
B ! - C-90 HOLIAW/FILLED BLOCK AT JAMBS I'm -2000 PSI NW.
P< • - -�f En.JAVA9 NIMb 6
0 I PkODU(I . CM PRODUCFRRVISF.D
'° • I ly ui': M x,ss D592 plyin9l.ilh IA•�Hn Mn C
BI IJ q( 7lnldlag CN. 0R �, t'
° .TYPICAL ANCHORS r1lak
• A j1..Iren (.3 $IV.(!o Aaepl.ntt N°IZ-o6G4fSSEE EEv./ FOR SPACINGWOOD BUCK
" °W1 EDGE DIST. FOOSEE ELN.
SPACING Stj9M1lnKl+elf^APM91 ' -. P10d°��0ikp W99-63
+MA31112 Bye a°I 7
yEM WIDTH1/4'SHIM I
SH W --_ -..._ -.. _.
.II 12 Z W
'PICA&ANCHORS ..` D.L OPG.
SEE EtEV -- S ! 19 R iMM ANCHORS O
FF
FOR SPAdNG 21 5
EB=Y—♦♦'♦ G _ ___-_. -. _
SE LKEV.FOR SPCNG Q0
22 23 p�aOp�FG
2E
21 19 WOOD 0
WOODSTUCTUR- SCREEN OPTIONAL R
WOOD EUCI(S D
719
<tiC
.�QLL
ZV
AT HEAD
D.L.OPO. v�
EXTERIOR zD AT SILL Q
WINDOW WIDTH
Ox OPPOSITE
E--
49T
O% PPOSITE
D 1 $IMS R
3/t6- VENT
- _ VENTWIOiH _ __ VENT WIDTH
11 12 12.-
METAL ♦ 9O.L.GPC. D1.OPG.
4 - SEE EU ANCHORS
STRUCNRE S 21 19 19 21 9 SEE ELEV. d h 8
g R 5 P'_ FOR SPACING f a r wl w
k'
21 Ig
---SCREEN OPTIONAL -- -- - _____ SCREEN OPTIONAL'9 21_ O
4
24
e 19 AT HEAD EXTERIOR I a - - 1• D Rucgq
zD Ar slu D.L_arc. -11
v ° RP
TYPIGL ANCHORS XOX.LAYOUT
SEE L--
FOR SPACING
PRODUCEg IIh IPED
1.114CUPPE E COUNTY SEE EL ANCHORS amplYing Wllh IIIc MorldF x w 2 S
APPR.D CUPPED MULLION- SEE EIEV,FOR SPACING 1lutding Cade 2 o w
SEE SEPAMIE NOA �-
AacplunnNu t3-OSI J./b
- -_ I i i ^ ... !?'_5?+�IA.IL^�`('WLiFtCWg11N-1 � •�
II En9r.1AWD AXNM o
CM
II MPE/]0592 PRODUC f'RF.VI�RW $
tax.J599 ur.C
II Ualffiding aR• yy }�
4 a
_____ ________ I�ulWPulondgrma9ere9w moLdro,ing
i no.
.
WINDOW WIDTH WINDOW WIDTH �Y3 2012
Sot 7
ITPM d PARE/ QUANTITY Dgn.FRAME HEAD 6063-AL NANP./BUPPW68/RBYARNe lE V
.863 .062 TYP. �S yIILI[pr',^Jg62 1 U-1005 I � FRAME HEAD 6083-TB - �1• I
1 I IIII TYP. 2 U-6001 1 FRAME SILL 6063-18 m
2.187 -M F-.14] J U-20D3 1 SILL TRACK 6063-TS - Q
.062 GLAZING BEADS
1.128 -M M-.3]5 -
4 U-600] 1 FRAME JAMB-VENT W63-75 1- -
F a
TYP. 5 U-5001 I fRANE JAMB-FIXED -3--
I
FOO)W- 88380Nyp
o
-
_ .....
.875 7 U-5005 2/VENT VENT TOP 8:BOTT.RAIL 6063-TS - d
L- I 8 U-5005 1/VENT STD.MEETING RAIL _ BOBS-ie - D
.938-( 1.156 .428 .062 1.384 BA U-5009 I/VENT HEAW DUN MEETING RAIL 6063-T6
p, 9 U-5006 1/VENi PENT JAM60
B STILE 65-TS-76 -
FRAME HEAD "P. - 10 UA-47512 AS ROD. GLQMD BEAD(3/8'CLA55) 6065-T8 - O
1.438 VENT TOP/BOTTOM RAIL IDA UA-5006 AS ROD. OWING BEAD(7/16--S) 6083-T6
�- .566 11 AX-3450 2/VENT EXTRUDED HDOK LATCH,3'LONG 6003-T5 AT 6'N 48'FROM BOTTOM Q
.B]5 12 _U-5010 1/tATCH LEAF SPRING St.STEEL
AS flEOD. GU21NG BULB CASKET VtNri - Q Z�:rJ75�.l
- 1.028 1JA UA-5012 AS REOD. GLAZING WEDGE GASKET SOFT PVC - t-•• �
.D>B 14 U-5504 2/PANEL ROLLER HOUSING N GUIDE NYLON AT EACH END OF VENL
2125 "9B0 IS U-5505 2/PANR ROVER METALUC
2.552 _U-
VENT LATCH 18 U-5508 2/PANEL ROLLER SHAEt _ ST.STEEL -
17 T/WINDOW BAFFLE r�N
L2.311--
IB - 2/BAFRE BAFRE SCREWS 06 x- 1/2 SDS o
1 062 .062 19 - AS ROD. ASSY SCREIYS /10 x 1'PH SMS 25 O R
1�-2.312 20 - 2/VENT FIXED ML SCREW-SILL dI0 x Z-3/4 PH SMS Z
X15 - w
.938 21 7819-187 AS R00. FIN SEAL WEATNERSTIP SCHLEGEL OR EQUIV. g N LL
FRAME SILL Z2 _. AS ROD. SILICONE BEAD 2.561 1491 24 - 1/VENT SCREEN OPIIONAI A6JAMB STILE 25 AS fl00. JAMB SOLE BULB WFAIHERSTRIP n
TYP.
2.187 26 - 1/WEEP OPEN CELL FDAA1 PAD
12]5 III 062 2.187 27 U-MDI 1 SILL RISER BOBJ-T5 - Z J
TYP. r.... .062
2.371 T- TYP.
b 6 .9318 7� L122 7.511
I J J 876
I--1.406
.781 b-1.406 O€
F.969-d -
L.96
STD.MEETING RAIL H.D.MEETING RAIL
(XOX) (%0.OX) C3
FRAME JAMB-VENT --2.187
662
.750 TYP. PNODUCPRBNP,WRB
lluIdidl,
A° Ying R8h Lha FlRXd4 u g 6 r
ng Cole
--
P.
� 1.251 Ae«plxn4e N°;3-' 1
TYP. Y ` -
2.374 -1x12- 3,126 011,1nI n.sPrvdyq 9kgl.
2.295 $
FIXED MTG,RAIL EnW:JAwD
WLAHua0
o_
l PRODUCT REVISED
1.080 .830
7.3592 ne e°mplJing nbh the-'id,SSJB $
F- CAN.
buWin6 C°de
T'--- .576 L A4x4p1an0e N.
. - -
781 1-.969 J .]53 .0623_
I---- TYP, Ly�
.062 .931 J 7dYm11 PeQePRN9d C°""°I 1 W919-63
FRAME JAMB-FIXED SILL TRACK SILL RISER
sheet 6 i 7
4.V
Ig � !Ib �o
1 Z
/ �33 a
¢D
C
ag��
o�ao
0°"sna
LLz�-
aw �
FRAME TOP CORNER
VENT TOP/BOTTOM CORNER RAg
0
=3g
FME BOTTOM CORNER
PItUDUCT RFNEWEU -
hnylyleywllhthefladda n 8 n"
ulWng Cmtr o$R q
r4eSepteere No lA'CS/4./b �
i6�plrPttoyunl��r8 L o
MIeW�>.a,r 4dtbN � ac.
Engr.
AM
A W _ J
FlA
PE
ML
PRODUCE REVISED ?
1 ZO CA.]5]8 bu1Na ICoEe rilb the 11.1i" r �.
Accept�ue NP
/?-0&04 d y
O
drawing
FI%FO MTp Rpll COPING tDr�lw uiwe er�axrtcpn Wgg-63
Cl lJ� l�-
V � �
' ® MIAMI-DADE COUNTY
j PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AN O 11805 SW 26 Street,Room 208
AFFAIRS(PERA) (;IMiami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/i)era/
Cury-A-Tech Corporation
930 West 23rd Street,
Hialeah,Fl.33010
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 715 Aluminum Outswing French Doors w/wo Sidelites-L.M.I.
APPROVAL DOCUMENT: Drawing No. W12-19 Rev A,titled"Series Alum French Door w/sidelitws
(L.M.I.)", sheets 1 through 14 of 14,prepared by AL-Farooq Corporation,dated 05/07/12 and last revised on AUG
23,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval
stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitation:
1. Max Partial Alum Clad Plywood Panel not to exceed 38-1/4"W x 35-3/4"H for side]ites and 29-1/8"W x 35-
1/4"H for door leaf,as glazed on sheet 3 and detailed in section 0 in sheet 12.
2. Curv-A Tech SHW is under separate approval,when used lower DP of door, SHW or sidelite shall control.
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",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 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No 12-0529.19
ML",
•DADE COUNTY Expiration Date:August 30,2017
Approval Date: August 30,2012
�1`L'� Page 1
Cury-A-Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelitws(L.M.I.)",sheets 1
through 14 of 14,prepared by AL-Farooq Corporation, dated 05/07/12 and last revised on
AUG 23,2012,signed and sealed 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,TAS 203-94
6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of an outswing aluminum glass door
w/wo Sidelite,prepared by Fenestration Testing Lab., Inc.,Test Report No.
FTL-6749,dated 03/1212, signed and sealed by Marlin D. Brinston, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2010,
prepared by Al Farooq Corporation, dated 05/14/12 and revised on AUG 07,2012,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ASTME-1300-02&-04
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 clear&
color interlayer",expiring on 05/21/16.
F. STATEMENTS
1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq
Corporation,dated 05/01/12, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal,dated 10/26/11 approved by PERA.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No 12-0529.19
Expiration Date:August 30,2017
Approval Date: August 30,2012
E-1
41 1/2"MAX. 79 1/2"MAX.
DOOR LRAME WIDTH DOOR FRAME WIDTH �� m
J IJ 7/18` 3" N
4"MAX. 4"MAX. 1.1 61. 3"
CORNERS A HEAD/SILL SURFACE NTISAPPLIED
HEAO/BILL FAD�I CORNERS A r MFALSE AY BE USED
S F }F$my
=y,{ 17 g 4LL
yyxx .W(yz�i4
'�u m LOCK'y!I`'TIONS
m o \LSK S JONIONS — c SEE SNEEi 5
I. 'I♦` I I
S
SERIES_715 ALUMINUM FRENCH DOOR W/ 5[DEI ITFc � O
F
APPROVAL APPLIES SINGLE(X)AND DOUBLE(%X)LEAF DOORS
WITH OR WITHOUT S(DIDELITES.
\ \ , SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. g
SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. S p o
it I I
II I
I I it
- ACTIVE
— t - t#,
- --- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
--Il 1 ACTIVE INACTrvE REOI%REMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY V
HURRICANE ZONE(HVHZ).
\J IBY OR 2BY WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO i TRANSFER LOADS TO THE STRUCTURE. I ; a27 3PO. J/4" ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON OETaLS,ANCHORSD.L.OPO. D.LOPC--� SILL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
37 3/4"MAX' 37 3/4"MAX. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS �—
LEAF WIDTH LEAF WIDTH ---I ARE NOT PART OF THIS APPROVAL,
IYPICAL ELEVATION TYPICAL ELEVATION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
( % ) ( %% ) MATERIALS INCLUDING BUT NOT LIMTED TO STEEL/METAL SCREWS,THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
D-QOR OPTION^. OF CURRENT FLORIDA BLDG.CODE SECTION 200.3.8.4.
o�
DOORS LOAD CAPACITY-P8p DOORS LOAD CAPACITY-PSF :6
SINGLE DOORS(X) DOUBLE(XX) �� p
DOOR DIPS. IAYINATED CIpSS DOOR DIMS. ab--
IAMINATED CLAS9 NQAe 12 O
FRAWE LEAF FRAME E%T.(t) INT.H LEAF FRAME MYIN�I('B�de P1WMCeN
WIDTH WIDTH HEIGHT 0 WIDTH WIDTH HEIGHT EXT.(i) INT.(-) er�/,2. ..
41-I/z"3]-]/4' 98" $50 70.0 79-1/2"137-J/4" BB' 0.5.0 70.o 2 o
NOTE:
VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. C `
THIS NCA 15 NOT VALID WITHOUT CORPORATE SEAL
OF(.L__A_TEQH CORPORATION AND A LIBEL AFFI%ED.
NOTE: EIWr. WAD.ANWID n q
FLUSH DOLTS AND LOCKS MUST BE i
ENGAGED TO HEAD AND SILL DURING Ac D O DI'� M E IL 7pp591 g C 3
PERI005 OF HURRICANE WARNING. CAN.J6J6 k,
D.L.O. HEIGHT-FRAME HEIGHT- 11.687" -
NOTE: D.L.O. WIDTH(X DOORS) - FRAME WIDTH - 13.750" g b
GLASS CAPACITIES ON THIS SHEET ARE D.L.O.WIDTH(XX DOORS) - (FRAME WIDTH- 24')/2 --- --- ---
BASED ON ASTM E1300-04 (3 SEC. GUSTS) _ 012 drawlnq
AND FLORIDA BUILDING COMMISSION DOMALL ORS/SIDEUTES ARE RATED FOR LARGE AND SMISSILE IMPACT
LA . f AUG L1iv 111112—�9
DECRATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. nD J
!.heel l of I4j
205 1/2"MAX. oe
42" - 79 1/2" 42' 42" Z g� 3
SIDEUTE WIDTH DOOR FRAME WIDTH SIDEUTE WIDTH SIDEUTE WIDTH k 7[
103 7Ri p.
B"MA%. 3" 6" J"
CORNERS CF� A ---1 jHEAD/SIUL — F --� �— CEJ 2 J
---
06
QaL<�
\ ii II Q1�7N��
H J /m it ,^ ;I LL9VI�Q
aE
ba i p / p
Q o n 0 -----1 Ii $
{ o
F
CHAIR RAL / v Lv=_ __= ---
OP110NAL
-- INAGTNE ACTNE11 It _ ` Z••
G 6 7APPUED II-=-! m R&U m=d
SILL A�MIMWNrwPb'ly WM M
38 1/4' 27 3/4' 27 3/4" 38 1/4' � 12-
D.l.OPO. D.L.OPG. D.L.OPG. D.L.OPG. NOM
111Yri 0n�e h'NMI
SURFN.TYPI GAI ENATION MAYOW-PROFILE SIDELITE HI-PROFILE SIOEUTE � � g 8
( OXXOO ) TOP h BOTTOM FRAME TOP h BOTTOM FRAME
u�
SIDELITE OPTIONS
NOTES:
1.DOORS ARE MEWED MOM OUTSIDE.
2.FRENCH DOORS WITHOUT INSECT SCREENS. o`�
NOTE: 8
MAX.PARTKIDEUTE ALUM CLAD PLYWOOD PANEL NOT T EXCEED
FOR SIDELITE-1/8" 'WIDTH%35-3/4"HEIGHT
FOR DOOR 29-1/8'WIDTH X 35-1/4"HEIGHT
JAVGAMDlA o
GLASS D.L.O.DIMS. F-PLj'rdd92 g C
D.L.O.HEIGHT(HIGH PROFILE SIDELITE)= FRAME HEIGHT - 17.750° C'A'NN 7536
D.L.O.WIDTH(LOW PROFILE SIDELITE)- FRAME WIDTH - 5.250" '11�W' ' o
D.L.O.WIDTH(SIDELITE) =FRAME WIDTH- 4.250"
D.L.O. HEIGHT(DOOR) FRAME HEIGHT- 11.687" d..6g
D.L.O.WIDTH(%DOORS) =FRAME WIDTH - 13.750" Q 2 2012
D.L.O.WIDTH(X%DOORS) _(FRAME WIDTH - 24")/2 W12-19
' sheet 2 017
e 1
8.5"MAX.
FRAME WIDTH EEI��V q
31 W/I
WINDOW WIDTH 43' 42"
DOOR FRAME WIDTH SIOEUTE WIDTH
m ;
28 9/16- Z
CUW—A—TECH D.L.OPG.(FIXED) 8. 8' Q
S.H.WOW, 3"_ F
UNDER SEPMETE NOA sla
CORN/ERS
I
SEE SHEET 5 Z q
-// NOTE: VC 4 r i{8G
S^ DOORS WITH S.H. WINDOW INSERT (UNDER SEPARATE NOA) m�
MAY BE INSTALLED WITH OR WITHOUT SIDELITES. 3
SEE SHEET 4 FOR SIDELITE CAPACITY. LL z M
N
28 9/18'
O.L.OPG.(VENT) 7/I6" GIASS
7/8"WA\INSUL GLMI ,7/1B'LAM.GVSS �-°S7 a
28 II/IB' OR \.�� IT/8'WI.WSUL.GLASS $
- OR
VENT WIDTH�- PLYYWOOD PANE[ PARTIAL--CLAD P-00D '�p —1/8"H.S.GLASS S O W O
0' SZE \ PMEL OPNG,SIZE SILICONE U 0'
SINGLE HUNG WINDOW INSTALLATION ri-1/8'WIDTH MAI{. ' 38-1/4'WIDTH MAX. .090"INTERLAYER DOW CORNING 995
FOR ILLUSTRATION ONLY ]S-1/a'NEIGH!MA14� ]5—]/a"HEIGHT MAX. S L X HID yUMII
.OBD'ALUM PANEL
1/8"H.S.GLASS
la]/8" in 5/8"PLYWOOD I 32
O MAX. q m m
SILICONE .080"ALUM PANEL et O J
HEAD n OOW CORNING 985rdUC
29 t/8" 38 1/4' ALUMINUM i DOW CNORNING NS fX`
D.L.OPG. D.L.OPG. ROLL FORMED 3 -
GLAZING BEAD
IEAf WIO1M. .
oU$
TYPICAL ELEVATION I ) S
( xD ) 114 G
SINGLE LEAF DOOR WITH SRRIF.R 925,9INGI,g HUNG WDW. INSERT
S.H. WINDOW DOOR
5/16'LAM.GLASS PARTIAL ALUM CLAD PLYWDOD 0 8
WINDOW INSERT OPTION GLAZING DETAII3
SINGLE KAF(X)DOORS _JAVWITH C TECR S.N.WDW.INSERT ERwAPOU
DESIGN LOAD -
�M!4b7 w r
Y
CAPACITY-PSF
7/18"IAM.CURS
DOOR DOOR 7/5"INSUL WN.GIASS
FRAME WIDTH FRAME HBGHT PARTIAL AWN CME PLYWOOD NOTE:
(NICHES) (INCHES) EXT.(*) I INT.(-) LOWER DESIGN PRESSURE OF SINGLE LEAF DOOR4 202 d 9 0
OR SINGLE HUNG WINDOW(UNDER SEPARATE APPROVAL) W1 2-1 9
-
85.0 70.0 OR SIDELITE SMALL CONTROL THE ENTIRE ASSEMBLY. l 1 17 L J
Cheat3 0114
DESIGN LOAD CAPACITY-PSF DOOR DOOR DOOR DOOR DOOR ('
STATIONARY PANEL(0)OR DOORS NTIH SIDELITES 1'FRAME SIDELITE SIDELITE FRAMESIDELITE FRAME SIDELITE SOILITE FRAME SIDEMTE FRAME 4 v r
(SFE NOTE BELOW) WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH MOTH WIDTH WIDTH WIDTH
SIDELRE SIDEIM TO SDJEWTE SIDELITE TO DOOR _
SID
WIDTHE HEIGHT W/O REINF. WITH REINF. WIG REINF. WITH REINF. / / / / \ Z
INCHES INCHES Exi.(+)INi.- E%T.+ NT.- / / / \ 0 k 7yG
24 B6.0 70.0 Bs.O 70.0 65.0 70.0 85.0 ]0.D
30 65.0 J0.0 85.0 ]0.0 65.0 70.0 V65.0
70.038 80 65.0 70.0 B5.0 ]0.0 950 70.0 70.042 65.0 70.0 85.0 70.0 85.0 70.0 70.046 569 61.3 58.9 81.3 56.9 61.3 \24 85.0 70.0 65.0 70.0 65.0 70.0 70.0 \30 85.0 70.0 Al
65.0 70.0 85.0 70.0 70.0
N M 0.5.0 Jo.O 85.0 70.0 M. 70.0 Bs.O ]0.0 f oz (oxo) zoo�x 3 (KOX) d r 0 3•Ay]{
4z 85.0 70.0 65.0 7D.o BS.O ]0.0 85.0 70.0 l
46 56.9 el.J 56.9 61.E 5e.9 61.3 ]e.9 e1,J SN)ELITE DOOR FRAME SIDELITE GOOq FRAME SIDELITE SIDELITE SIDELITE DOOR iRrWE W Np
24 65.0 70.0 65.0 70.0 85.0 J0.0 65.0 70.0 WIDTH WIDTH WIDTH -- WIDTH WIDTH WIDTH WIDTHWIDTH T=b L"
30 65.0 70.0 65.0 ]0.0 65.0 70.0 65.0 70.0 -- w i
36 90 e5.0 -7oA e5.0 70.0 03.0 70.0 63.0-
12 Bs.O es.9 69.0 70.0 85.0 65.8 65.0 70.0 _"-
15 60.) 62.] W.J 85.3 60J 61.0 60.7 65.J j
za u.o ]o.o es.o 70.0 6s.o e71 es.0 70.0 = _
JO 85.0 70.0 85.0 ]0.0 81.8_ 818 85.0 70.0 \ / \ / Q
36 99 61.] eta 85.0 70.0 5].3 57,3 85.0 70.0 \ /
12 SJ.] 53.7 65.0 70.0 53.7 53.7 85.0 70.0
24 65.0 70.0 65.0 70.0 63.2 53.2 85.0 70.0
30 65.0 87.8 65.0 70.0 56.0_ 56.0 65.0 70.036 L --
98 57.5 57.5 B5.0 J0.0 SJ.7 53.7 65.0 70.0 (Ox%)
(xxo (oxzo) (zxoo) _
42 50.3 50.3 6.5.0 70.0 SO.J 50.3 65.0 70.0 SIDELITE (OOXOX t3 v n a
WIDTH
WF
SIDELRE _DOOR FRAME SIOEl1TE SIDELITE
_ W10TH WIDTH WIDTH WID1H Q 2
C
REINFORCING _ \ / &
AS REDD. REINFORCING
SEE CHART (0) AS REDO. - --- q
SEE CHARTr w1�M (ON%00
F - (ooXzo
O NOTE:
'S GLASS CAPACITIES ON THIS SHEET ARE
L- --" - _ �- BASED ON ASTM E1300-04 (3 SEC. GUSTS) , -
- AND FLORIDA BUILDING COMMISSION --,
SIDEUTE WIDTH 90El.rtC w1DTH DECLARATORY STATEMENT DCA05-DEC-219
DOOR FRAME WIDTH IIF----- SIDELITE WIDTH DOOR FRAME WIDTH q
(%)OR-(-XX) (X)OR(%X) E: AH
SIDELITE TO SIDEL(TSIDELITE TO DOOR 'uAPE 1 J0592 a
9 }
NOTE; S Y 5 E
FOR DOORS CAPACITIES SEE SHEET 1.
FOR SIDELITE CAPACITIES SEE CHART ABOVE. dr mg
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM. G 2?2012 Wt2-19
aheel 4 of 1q
LOCK OPTIONS•
ACTIVE LEAF' ACT F1F' ACTIVE LEAF: ACTIVE IFAF �4.
n
SURFACE MOUNT DEMO BOLT LOCK BY'SULLIVAN k ASSOC.' 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" 3
AT 45'FROM BOTTOM,KEY OPERATED ON FROM BOTTOM FROM BOTTOM HAND BOTTOM Z gEXTERJ
FASTENED
AND ACTIVE
TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGE ACTIVATES DEAD BOLT AND SHOOT BOLTS O
FASTENED 70 ACTIVE LEAF LOCK STILE WITH ENGAGRE AT MEAD AND SILL ENGAGING AT HEAD AND SILL ENGAGING AT HERO AND SILL F' fj pd
(2)1/4-28%2-1/Y OH YS KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON FFF
LEVER TYPE METAWC HANDLE AT 37'FROM INTERIOR INTERIOR INTERIOR 3 g
BOTTOM,FASTENED TO ACTIVE LEAF LOCK STILE FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH
WITH(2)08-32 X 1-3/4"PH MS. (2)d8-32 X 2"ON MS (2)/B-32%2.ON MS (2)00-32%2"OH MS y
CONCEALED FLUSH BOLTS BY'SULLNAN k ASSOC.' C LL
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, INACTIVE LEAF: INACTIVE LEAF: INACTIVE LEAFS O Y
LOCATED AT 12"AND STILE
FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLNAN k ASSOC.' 2 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" CONCEALED FLUSH BOLTS BY'SULLIVAN h ASSOC.' (�
FASTENED TO LOCK STILE WRH MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, FROM BOTTOM
rB X 3/4'FH SMS(2j SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE,
LOCATED AT 12•AND 6B"WITH
BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT LOCATED AT 12"AND 68"FRAY BOTTOM R
FASTENED TO LOCH STILE CRE HEAD AND SILL FASTENED TO LOCK STILE WITH d
INACTIVE LEAF /8%3/4"F11 SMS(2)SCREWS PER BOLT FASTENED TO INACTIVE LEAE LOCH STILE WITH OS%J/a"AH SMS(2)SCREWS PER BOLT `4�
(2)N6-32%2"OH MS I(pa
CONCEALED PLUSH BOLTS BY SULLIVAN N ASSOC.'
MAI FA OPERATED LEVERS LOCATED
ON
INSIDE FACE OF LEAP STILE LOGTED AT
It
28"FROM TOP AND 12•FROM BOTTOM
FASTENED TO LOCK STILE WITH C -'--
/B%3/4"FH SMS(2)PER BOLT
!2
Acrnc\ IKrcTNE ACTIVE AnIVT \� IeucnVa I� AcrrvE IrucTME ii nAcrrvt Acrnc d Q cl
3/16"TEMP.GLASS
J/16"HEAT STREN'D CUSS -1/4"NR SPACE WITH OPTIONAL MUNTINS
z
H1NC 3/16•HEAT STREN'D CUSS
ALUMINUM/ST.STEEL HINGES BY'SULLIVAN A ASSOC. .090 INTERUYER
(3)HINGES PER LEAF AT 11-1/B"FROM TOP k BOTTOM SAFLEX PVB BY'SOWTIA' ,OgO• INTERLAYER
X
AND AT L HINGES
SAFLEX PVA BY'SOLUDA'
ST.STEEL HINGES REQUIRE BACK-UP PATES -3/18"HEAT STREN'D CU55 AIM
3
/16"HEAT STREN'D CUSS
SILICONE BEIs •IwANFC
DOW CORNING 995
SILICONE �➢1'-� C4SN�." o'V
DOW CORNING 995 9 0
µµ3
15
� J
�I I I ) FW.PES/70692 g e
la / � to / c.An.a+.>•6' gg # k
Browing no.
7/16"LAM.CUSS 7/e•ovERAu INBIIL.LAM.GLASS G 2 2 2012 W 12-19
GLAZING OPTIONS sheet 5 of 14
9/15-MIN. *X -t=
811CN f l U
tt%CAL ANCHORS 1BY �v a
MROW BOLT EDGE DIST _ SEE ELEVATIONS EDGE DIST. WOOD BUCKWOODCTURE 11�
PENETRATION FOR SPACING -- EY
NEET 1 METAL
EEDGE 05T STRUCTURE
1i 26 2B 2 tt%CK ANCHORS HAA
TYPIOAL ANCHORS SEE ELEVATIONS FOR SPACING
FOR SPACING FOR SPACING ♦------------------+�
I
l jl MlWl-pADE COUIJTY APPROVED Ii 1 N 8 R{
I I W
CLIPPED MULLION II SEE SEPARATE NOA
WOOD BUCKS ANDMETAL STRUCTURE NOT BY CURV-A-TECH CORP.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE Elco.FOR SPACING TYPICAL ANCHORS
SEE ELEVATIONS
1(4"DIA ULTRACON RY'E .D'(Fwl]T NSI,Fy.155 KSI) FOR SPACING g
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p
1-1/2"MIN, PENETRATION INTO WOOD ff g
O THRU 1BY BUCKS INTO CONIC.OR MASONRY g o
U
1-1/4"MIN, EMBED INTO CONIC,OR MASONRY
JU n m
'Y W - DIRECTLY INTO CONIC. OR MASONRY
-1/4"MIN. EMBED INTO CONC. OR MASONRY '^
A7Zoe
4 GMC OR SEL
F OFIRI IMF:V"OCMIc (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULUONS (MIN.THK. . 1/8") E3 rn
INTO METAL STRUCTURES , _
STEEL 1/B"THK. MIN. (Fy . 36 HSI MIN.)
ALUMINUM 1/8"THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL 0 DWANCF
INTO CONCRETE AND MASONRY- 2-1/2"MIN,
INTO WOOD STRUCTURE . 1"MIN. 80
INTO METAL STRUCTURE - 3/4"MIN. A OwF
MMW SCM.'w wM~ N
-0j CONCRETE AT HEAD.SILL OR JAMBS 1'c.3000 PSI MIN. Z
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN,
P
2 ANCHORS MAY BE HEX OR FLAT HEAD. �� ZL• de o
WEEP SLOTS / - c a
aPraNAL I SEALANTS; L o,
I
i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH -�
c -
- --- s' 'SCHNEE MOREHEAD 5504' SEALANT.
L _ Ergr:.UYAD AN
--
CIVIL
FIA.R/ w',,
73
. � a CAN.
_ ♦EDGE 01ST._♦ aIPIGLµCHORS
1/2"MIN. EE ELEVATIONS
THROW BOLT FOR SPACING GFawiny
PENETRATION (--- JAUG 2� M7 W12-19
DOOR DETAILS
-- sheet 6_ot 14
1/4-IM, Do
SHIM ASTRAGAL FASTENER$ 1/4-MAX. ry
3 A10%f/2 FH M$
AT 1/t",]/4"iR0A1 END$ SHIM IBY F
TYPICAL SEE WOOD AND 12 O.C.MA%. WOOD BUCK f�W
FOR$PACING 19 ACTIVE LEAF
3 34 —
� R n"
13 V
/ "v,a STYPEE EL ANCHORS
SEE
FOR SPACPAO Q
. MOji
23
�
19 ) OP
D.L. O. W
METIL EXTERIOR
STRUCTURE _ WIDTH
LOCK M`O.S
DOOR FRAME WIDTH __. SEE SHEETS j p
= 2
s 0
K w 8
1/4"TMX.' $MIM a $ O^
SHIM
3 N nn
TYPICAL ANCHORS O _LOCK OPTIONS M
.` 19 SEE SHEETS UR HOOD EK V g
_ N4 0
FTMSEE ELEVSPACING ACTIVE LEAF WOOD STR RE Q
INACTIVE LEAF EE NOTE NEEi 1
)
28 28 25
13 24
3
1
23h
O^
19 ) D.L.OPO. ) 1J TYPICAL ANCHOR$
- D.L.OPG. -SEE EIEV. 0
FOR SPACING
LEAF WIDTH EXTERIOR
--- - - -- IFIF WIDTH
Gr
DOOR FRAME WIDTH e
_ H
o
E.V.JAVAD 1 ` p
F-PEI)0592
tlr9wing
DOOR DETAILS- 9 p0 1
AUG. snea[ i ar i a
TYPICAL ANCHORS EDGE DIST. leY 4
SEE ELEVAIWNS WOOD""CN
EDGE CM.- FOR SPACING
9 a B 6F
� 8 a
z H
8/18"ACCESS HOLE C 4
II 1/4.MAX. �/ CAULK
S V d m
SHIM O ,
li a 1e �Z�yj E$
�iV 18 �W:iF�
e f - O
- ze zs v
rY, i l Z
•a _ i I, R
I
0 q 0 :a EXTERIOR �o
LEAF WIDTH
SIDEIITE WIDTH OOOR FRAME WIDTH
0
1.
FRAME WIDTH
TYPICAL ANCHORSSE ELEV.
O 3
FOR SPACING 5 IB
�WY �AR�/b1gwM WY
Nav
I u�
I
IrEXTEIRICIR
D.L.oat.J OPG. li�
GO�'1 ] SIDELITE WIDTH DOOR FRAME WIDTH
_
HI-PROFILE i LOW PROFILE nor:J vAp AHµAp
SMELT E SIDELITF \ CMI. .
--_ GAl ,1B �
v drawing
•EDGE DIST. TYPICAL ANCHORS I . TYPICAL ANCHORS
ELEVATIONS ---•EDGE DIST. SEE ELEVATIONS
FOR SPACING FOR SPACING SIDELITE DETAILS
sheet 8 of 14
129
.750 0.3751. r
g]9 .045 .866 +
O � 9:
750
076 - 1.167 {000 ] :21
2H+ .68TYP. OOUTER GLASS STOP —{
7/,6'cuss .zs
DOOR FRAME HEAD/SILL L._ - __
.517 Kee
'- 4.000 .i25 7 LEAF RAIL& STILE 4 -- 2.00082 .750 L
1.730703 +O
1.750 . S/16'DLl I _ g
----� R STEEL PIN ' © pi J
J. ty INNER GLASS STOP p 3.3750
y,� ]/16"cuss qq
1YP. I .TYP. E © v
99+69do
I I 5 o m
l�L44ki .703--1 F^ 2.OooU 3 4Q
9 CHAIR RAIL g
1�t.750-�1 J_
1 INNER GLASS STOPwo
SIDELITE TOP & BOTTOM FRAME Q INSIIL GLASS x G n
HI-PROFILE .078
202E 19 ALUMINUM HINGE WrV n°i
I Nw
1.090 6
/10-24 MS n `3 ^
{� .,23 .727 4 PER LEAF ��.
..._4.500.--- _
n ASTRAGAL ADAPTER .125 -.-�
t.e]9 1.750 ----
�_ —1 3.722
062 x.302
078 1
O SIDELITE TOP k BOTTOM FRAME le 4.500 FMUm"log
6 Li
Low PRomE 2 FRAME COVER SIDELITE ALUM REINF. O Omr
MYIdemle= M / i q
I.7Sp- 1.375 0 4Jr
076 ii m
078 TYP. L o
.u, TMP1.125 ''Tp STEEL HINGE I,
LOGO 1.000 4.188 .737-1 I� EnOf JAV MI =
} CIVIL
rLA
_ R.7.7
1.JB7 ,733992.i 1
.077I.500� 12/� tlrOwing
30 ° F ),92012 W12-19
DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE SLIP ON JAMB LEAF ALIGNMENT BRACKET 1a SNAP COVER AU'r, aheel 9 of 14
ITEM# PART/ REQD. DBBCRIP170N r100
L MAITR./SUPPLIER/REMARKS y
I C301 2/DOOR DOOR FRAME HEAD/SILL
2 �C302 2/DOOR FRAME COVER
3 C30.T _ 2/DOOR DDDR FLUME JAMB Z
4 C305 2/SIDELITE SIDELT7 TOP R BOTTOM FRAME - 0 ft.�
5 C306-� 2/SDELRE SIDELITE FRAME,LAMB -- - - "
8 C307 A$REGO SLIP ON JAMB -
..__ _-.-. gg
] C3p8 4/LEAF LEAF RAIL AMO STILE
5 C315 2/SDEUTE SIDEUTE TOP R BOTTOM FRAME-LOW PROFILED - a
9 C378 AS REG
D. CHAIR RAIL 0003-Ta
12 C314 4/LEAF LEAF ALKRWEKT BRACKET 0003-76
__._._........_ —FOR
13 1/8'%1-1/2' 2/HINGE LEAF B HINGE BACK-UP F
NGE
K-UP PLATE 6081-TS OR 5T.STEEL HINGE ONLY y P�IA g
14 CJ11 4/LEAF OUTER GLASS STOP(7/16"GLASS) - 6063-T6
15 C310 4/LEAF MNER GLASS STOP 6063-76 - M
15A C313 4/LEAF INNER GLASS STOP(EISUL.GIROS) 6063-Ta
Wb�C
to c3a 2/DODR sNw cwER eaa3-Ta - LL z
17 C309 ,/LEAF ASTRAGAL ADAPTER 6063-76 - J N
- ---- -- w
1B AS RE00. SIDEUTE PONT.CHANNEL 300J-H14 -
19 FD-101 3/LEAF HINGES - ALUMINUM SULWAN&ASSOC.
19A CH-108-BS 3/LEAF 4-1/2'X s'HINGES ST.STEEL SULWAN k AS CC. 3
22 /10%3/4' 3/CORNER FRAME ASSEMBLY SCREWS - SMS
23 010%1/2" 11/HINGE ALUM HINGE INSTALLATION FASTENERS - _M SMSZO
2N 1/4-20 X 1/2" a/HINGE ST.STEEL HINGE INSTALLATION FASTENERS ST.STEEL M SMS F
24 - AS REO,. 3/8"DIA THREADED ROD STEEL AT TOP AN BOTTOM B CHAD RAIL
25 E22}1BKN AS REOD. ASTRAGAL W'STRIPPING - ULTRAFAB
3
25 C14818KN A$REDD. BULB W'STRIPPINC SANTOPRENE EPDM
27 _ C31] AS REOD. BUSING WEDGE SANTOPRENE CENTRAL PLA4TIC3--- U
20 - AS RE00. BULB W'STRIPPING NNYL - =N A m
aa U
y3 aNLL�
O
10�I
BwMByLw4M a•w6ypiFE WHIM
DEY�9 - //Z'' m�I
,77=
�08
O
Enq vAp AHMAD f
F c.An.3430�AQ 8 n I
drawing���� �
AUG a,2012. W12-19
�n6a7 t o ar t a
22 22 n
22
� a
m
pp
LL�N�6
� 3
_DOOR FRSIDELITE TOP & BOTTOM ORN R SIDELITE TOP & BOTTOM rORN R ��
2 rn n d
Li
>oa
Umi
X 2 X tTUBE
—�
ALUM TUBE
12
TUBE FASTENERS 'z
y10 X 1/2"FH MS 'S
ASTRAGAL FASTENER
j'10 X 1/2'FH MS �z
24
W:JAM
F e.AN,Slna Y2 e }
FLUSH BOT GUIDE TOP a POTTOM e {
drawing n
LEAF TOP & BOTTOM CORNER UG 2012 W12_ g
sheet 1 j o1 7 4
• EDGE DIST _ SEE EL ANCHORS
SEE
ELEVATIONS
•. fOR SPACING
i
le 18 1 C
I H
A z;
GLASS
--CURD-A-TECH S.H.WDW. olu
- ���C
UNDER SEPARATE APPROVAL
I
I. I
W
�I I
CHAIR RAIL
J K
7/18"UN.GLASS R m=
3 7/8'—INSUL.GLASS t%
j OR �—
PARRAL ALUM CLAD PLYWOOD N
� C
q
I W
NOTE:
7 MAX.PARTIAL ALUM CUD PLYWOOD PANEL NOT TO EXCEED 8 0
It;7, FOR SIDELITE 38-I A"WIDTH X 35- W c
FOR DOOR 29-1/8"WIOTH X 35-I/1/HEIGHTHT CF 8
LA
21 1
NX ny e
M 70591 S
EOCE°olsr. ° 'wPlcn'ANceoes 12 W1129 19
-SEE ELEVATIONS
FOR SPACING
�eet 1 Z of 7 4
CURE-A-TECH S.H.WOW. �4
SHIM O } VENT WIDTH UNDER SEPARATE APPROVAL // w
TYPICAL ANCHORS to ro
SEE ELEV. IB Z 3
FOR SPACWG .__.._
1
26 M
13
13
1
23 °3
19 3A D.L.OPG.- 25 O.L.OPG. y{
MAX.WINDOW WIDTH 31 9/16' F
'- SIDELITE WIDTH
C �
TYPM.4 ANCIKXIS NA%.LEAF WIDTH 39' P
SEE ELEV. - .._. _.—_. LOCK OPTIONS E4i
FOR SPACING SEE SHEET 5 .�
- _ FRAME WIDTH
SHIM
PANTO } PLYW N PANEL O 1e ES
to 8 I,i o
28
n
13 14 Q3
MAX,IEAF WIDTH 391_
1� -- SIDEt1TE WIDTH 4 rc
WOOD BUCK R
-_ FRAME WIDTH S
— _. .-- a MlYwM�AwElyh�'RINI�6
0
E,,:.MA AD AHNAD D
FIA PES/J0692 g e
CAN.3Sk
a `s
AUC' ,2012 W12 9
�n«il a aT t 1
i
.DB2 ITEM d PART I QUANTITY DESCRIPTION MATERIAL NANUP./SUPPWBR/RBMARBB
IA C-3001 1 RUME HEIO__ _ 60506383-T6-Tg
1.290'6L 2A C-7002 1 FRAME SILL _.
1 N ;
3A C-3003 2 FRAME JAMB __ 6063-T5 - ZFF H
M C-3004 1 FIXED MEETING RAL g0g}_Tg _ f W
FRAME HFAO .. _
1A 606J3T5 SA C-3005 1 SASH TOP RAIL
8AC-3005 1 SASH BDTTp2 RAl 5083-T6 U
5A C-3007 2 SASH SIDE RAL - _ 6063-TS -
9A d8%I" AS RECO. ASSEMBLY SCREWS
_
-- p.H.SMS
082
1.58{ t0A C-7089 4/VENT FACE GUIDES J"GROM ENDS NYLON
D M
11A C-3009 2/VENT SASH LATCH AT 6-1/4"FROM ENDS 8083-Td WITH S.S.IIAf SPPMG a
11.1 d8 X 3/4' 2/LATCH LATCH INSTALLATION SCREWS - F.H.SMS
12A 3017-G AS REOO. FlN SEK PILE _.-....- - ULTRAFAS dm N
134 C-3011 AS REDD. BULB WEATHER STRIP,DURONETEfl 470 SHORE A VINYL CENTRAL PLASTICS
QFlXED MEETING A ISA - AS REDD, ALUM GLAZING BEAD ALUMINUM ROLL FORMED
606]-T6 15A - 2 BLOC%k TACKLE BALANCE 5/8"g0%,BUNCE SYSTEMS OR EOUN. a
I` CURV-A-TECH S.H. WDW. SERIES 925 UNDER SEPARATE APPROVAL _
L sao
--I 1.312 g K R
W v
SASH TOP RAI
O C-3005 U W O
8063-T6
1.624 p
io
OSASH BOTTOM RNI gg C-3x06
506]-T6 9A
OFA(>MAM14'IIIiXII�Ar A Q
.082 if�LWW
2.1]3 _ 12
�> I
.]50 l
b-2.062
OC-3002
6063-T9082 I'T 14 rpJAVAO AMIAO
�y,.082 000 —L El:
CINL S e
�' 2L FIA PE d)0592
CIA.
_� CA .)5�6 y S
81116
062 �6Fi2 L2.062--I665�? _ o
O GSH6c 0-6770-0T)S RAI �—
i
drawing
OWVENT DTI 3J291G_
—T5 --FRAME JAMRD TA3
-h-el 14 o/14
61TY
M'® E MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMR 11805 SW 26 Street,Room 208
AFFAIRS(PERA) py
Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISI T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE N www.miamidade.eovMera
Cury-A-Tech Corporation
930 West 23rd Street
Hialeah,FL 33010
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"940"Aluminum Horizontal Rolling Window—L,M.I.
APPROVAL DOCUMENT: Drawing No. W07-59,titled"Series-940 Alum.Horizontal Rolling Wdw.
(L.M.I.)",sheets 1 through 4 of 4,dated 08/06/07,with revision A dated 02/27/12,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#07-0813.08 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.
Mukm ouNW NOA No. 12-0416.11
Expiration Date: September 27,2017
Approval Date: July 19,2012
7/�$f i!- Page I
Cury-A-Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W07-59, Sheets 1 through 4 of 4,titled "Series-940 Alum. Horizontal
Rolling Wdw. (L.M.I.)", dated 08/06/07, with revision A dated 02/27/12,prepared by
Al-Farooq Corporation, signed and sealed 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,TAS 203-94
6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of a horizontal rolling
window,prepared by Fenestration Testing Laboratory, Inc. Test Report No.
y p
FTL-5262, dated 07/14/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under previous NOA# 07-0813.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2004,
prepared by Al-Farooq Corporation, dated 08/01/07, signed and sealed by Humayoun
Farooq,P.E.
(Submitted under previous NOA# 07-0813.08)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting Environment,ronment and Regulatory atory 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
2. Notice of Acceptance No..08-0709.04 issued to Glasslam N.G.I.,Inc. for their
"Safety-Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13.
3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17.
Manuel P , .E.
Product Control xa ner
NOA No. 1 - 416.11
Expiration Date: September 27,2017
E 1 Approval Date: July 19,2012
-
Cury-A-Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest,dated March 06,2012, prepared by Ai-Farooq Corporation, signed and sealed
by Javad Ahmad,P.E.
2. Laboratory compliance letter for Test Report No. FTL-5262, issued by Fenestration
Testing Laboratory, Inc., dated 07/17/07, signed and sealed by Carlos S. Rionda,P.E.
(Submitted under previous NOA#07-0813.08)
G. OTHER
1. Notice of Acceptance No. 07-0813.08, issued to Cury-A-Tech Corporation for their
Series 940 Aluminum Horizontal Sliding Window—L.M.I.,approved on 09/27/07 and
expiring on 09/27/12.
Manu ez,P.E.
Product Con aminer
NOA No.12-0416.11
Expiration Date: September 27,2017
E-2 Approval Date: July 19,2012
e'uAX.ttP DESIGN LOAD CAPACITY-PSP(XO OR OX SIZES) 4
HEADI 13°M.x. wTTHon WITH �7�
HEAD/SILL WINDOW DIMS. SHE"CWP SHEAR CUP
CORNERS A ;ALAE HLWTINS
SURFACE APPLIED WIDTH HEIGHT EKT.(+) IM.(-) EXT.(+) IM.(-) Z
OPT MAL 26-1/2" ]0.0 )0.0 70.0 70.0 @7
- 70.0 70.0 70.0 70.0 W ;j
26 70.0 70.0 70.0 70.0 Q� 0
C 'i ,°° 74" io.o_... ]D.o 70.0 70.0 "
26-+/2" 70.0 70.0 70.0 70.0
-
3J" 39 J/S' _]0.0 7
0.0 70.0 70.0 rrO a W
D „ E _ s3-I/e" io.o 70.0 ]o.0 70.0 Qj 3 M
74T 70.0 70.0 70.0 7OG 0. ^�
$ -___ 2637" 10.0 70.0 70.0 70.0 phi
--'�-_----- m" s/a• 70.0 70.0 70.0 70.o C
s,-1/a" M.7 6R.7 )0.0 70.0
74' 58.7 58.7 70.0 70.0 Z qqq� i
25-1/2• 70.0 70.0 70.0 70.0 .I
I I
37" 63 65.5 85.5
70.0 )0.0
53-1/B'
a
49.7 48.7_ 70.0 70.0 0
74" ..4D ..._Q.. 70.0 70.0 g
WWIQ -24" _ 70.0_ _70.0 70.0 70.0 _ £
J4 1/IB" 33
15/16" & 36" 10.0 70.0 70.0 70.0 E
D.L.OPC. D.L.OPG. s 46" 24" 70.0 70.0 70.0 ]0.o ~s Q Q
J7 1/8" 60' 70.0 70.0 70.0 70.0
VENT WIDTH 72' 70.0 70.0 70.0 70.0 d
K 9
74" • 24' 70.0 70.0 70.0 70.0 COW o
WINDOW WIDTH-- - - J6" 70.0 _]0.0 )0.0 70.0 y
49' M' 70.0 70.0 70.0 70.0 S
TYPIC NATION 60' 70.0 70.0 70.0 7D.o
TESTED UNIT 72• 10.0 70.0 70.0 70.0 n�+
24' 70.0 70.0 70.0 70.0 Q
7a.o 70.0 70.0 3 R
46" 46' 70.0 70.0 70.0 70.0 U _
I/e•Hs.cuss BO' ]o.0 70.0 70.0 70.0
72" 65.4 65.4 70.0 70.0 O
24" 70.0 70.0 70.0 70.0
.090"INTERLAYER 21" 70.0 1o.0 70.0 )0.0
SERIES-940 SAFLEE IIIC BY'SOLVTu'OR
ALUMINUM HORI ()N7'dT SLIDING OPRONAL SAFETY PLUS tl BY'GLASALAAI'OR 48• 60• 573 57.2 70.0 70.0
TNG WINDOW NON STRUCTVRAL, SENTRYCIAS BY'DUPONT' SO. 48.2 48.2 J0.0 70.0
GLAZING CNANNEL o
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SILICONE APPUEO 72• 44.3 44.3 ]0.0 70.0
COMBINATIONS OF M.S./H.S.OR HORIZONTAL SIDING WITH OTHER 1/8"H.S.GLASS
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING OPTIONAL NOTE: u @
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ROLL FORMED GLASS CAPACITIES ON THIS SHEET ARE 3a
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GLAZING BEAD BASED ON ASTM E1300-04 (3 SEC. GUSTS)
WILL APPLY TO ENTIRE SYSTEM. AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219 G _
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE n uy1 o w
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 'o 0 2
HURRICANE ZONE(HNHZ).
WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER r
LOADS TO THE STRUCTURE. 4
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS E. :-AD'AHMAO PRODUCT REVISED
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML mR1YMlg wRh HIT FTuNs 7
FNA PE/,)0582 Iluildiog(bAu $
NOT PRT OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.AN.JSJe ,
NOT PART OF THIS APPROVAL. F I�iulb�il py F.�
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
BY
8 a no
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCR WS.THAT Miu drOwinq
COME INTO CONTACT WITH OTHER dSSWILAR MATERWS SHALL MEET THE TMESE WINDOWS ARE RATED FOR IARCE MISSILE IMPACT. W07-59
REOVIREMENTS Of THE FLORIDA BLDG.CODE SECTION 2003.8.4.
SHUTTERS ARE NOT REWIRED. AR OO ZOIZ aheel 1 of
TYPICAL ANCHORS TYPICAL ANCHORS
SEE EUY..FOR SPACING TYPICAL ANCHORS U
METAL SEE ELEVS.FOR SPACING SEE ELEV.FOR SPACING
• IOD FUCK STRUCTURE (�
• FIIAWI--CAW COUNTY APPRWED jT
• • ' IISEE SEPARATE NOA ANCHORS II Q
11F
AT FR CLIP 2"LONG w FFF
AT FRAMEILI
HEAD
.....:- - I ANCHORS ONLY
TYPMAL ANCHORS —II LLO(
12 SEE EUN.FOR SPACING 3 G LL
S �t
16
<O
14 13 HEAD ANCHORS WITH SHEAR CLIPS ; ..
SEE SHEET 1 FOR CAPACITY TYPICAL ANCHORS• SEE ELEV.FOR SPACING =A:
1/4"DIA. DITRACON RY (F-177 NSI,Fy-153 NSI) JIM' 1
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 GONG.OR MASONRY Z IR
DIRECTLY INTO GONG. OR MASONRY aFa Z
Oa 1-1/4"MIN. EMBED INTO CONC,OR MASONRY K
O
( @14 CMC_OR SEIF ORILLIN.SCREWS 2 CRS) (L
U
INTO METAL STRUCTURES o �
STEEL: 12 GA.MIN.(Fy = 36 KSI MIN.) y
ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ? won
� IrN1T4O COFCORI IN SCREWS (GRADE 2 CRS)
TY
APPROVED MULLIONS (MIN.THK. = .090") �
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY a 1-3/4"MIN. (EXCEPT AT PRECAST SILL)
it INTO WOODSTRUCTURE = I"MIN.
INTO METAL STRUCTURE 1/2"MIN.
10 B TYPICAL ANCHORS
I4 LIIEVCING G� Ati'
ALL FRAME CORNERS,FIXED MEETING RAIL AT EACH END, INSTALLATION °>?
12 SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT.
2 33
POAM PAD 21 ___� WREPHOLES' 'g
��W1 W1 - 3/8"NOTCH IN LEG AT EACH ENO
W3 -W2 = W2 - 3/16"X 2"NOTCH 4 PER SILL
W3- 3/16"X 2"NOTCH 3 AT XO&OX SIZES13 W4 OPEN CELL FOAM PAD(1/2"X 3/4"X 3-1/4")AT EACH W3W4 - 1/2X 1/8"NOTCH AT SILL TRACK
AT 1-1/4"FROM EACH END(XO OR OX SIZES)All
E—JAY AHMAOPRODUCTREVISED BUCK —1-
FLA.
ML T 3
" " 4 FA..PE/)MR2 DDIIW1YDV'm RID PIoARD
• e - • A.H.]eJe DA—P—N.
• EDGER"IST. TYPICAL ANCHORS . • ' • • • IDDM 17 $ • ! 5
SEE AI.A FOR SPACING "
G
PRECAST SILL WOOD BUCKS AND METAL STRUCTURES NOT BY CURV-A-TECH M P." 9
FOR CAPACITY USE COLUMN WITHOUT SHEAR CLIP ONLY MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 107_59
[AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1. sneer pot 4
ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �u
1 10248 1 FRAME HEAD BOB-T6
Z 10845 I FRAME SILL _ 8063-i8 - ---
3 10847 2 FRAME JAMBS--- - - BOBJ-TB - -__- - Z
ww
4 11822
77— H.D.FIXED MEETING RAIL 00 3-T6 - x
._._
S 10846 1 SILL TRACK 0063-TS
—_._
B 10250 2/VENT VENT TOP/BOTTOM ROIL BOBS-i6 - i U
__ TYPICAL ANCHORS 7 - 1/VENT 5/1 B"BOX SCREEN -
MUMI-DADE COUNTY li i1 SEE ELEV.FOR SPACING 8 10257 1 PENT VENT SIDE flNL 8081-iB III>uuu y
APPR,D CLIPPED MULLION / - o
SEE SEPARATE NW 11 --9 11823 1/VENT H.D.VENT INTERLOCK RAL BO81-TB E���( a
1 10 C-3055 4/VENT WHEEL HOUSING k CUIOE NYLON
11 C-3058 2/VENT ROLLER PIN ST.STEEL-
1 _ 8I j 12 C-3085 4/VENT VENT FACE GUIDE NYLON - n
-_ -- 13 - 2/WINDOW WEEPHOLE ROUSING h FLAP NYLON OR CELCON - NN
14 - AS REDO, ROLL FORMED GLAZING BEAR ALUMINUM
15 995 AS REDD. GLAZING COMPOUND SILICONE DOW CORNING
I 19 _7916_-187
.___3918-187. AS REM, FNSEAL WEATHER STRIP _OW
. _ -- AAA C
I 17 /8%1" AS gEOD. ASSEMBLY SCREWS - PHP SMS _
_ -_-__-- __
------------
18 - 2/VENT SWEEP LATCH ZAMAK AT 1-1/4 FROM EACH END
- 1BA 10255UASREOD.
INV.VENT wcC 8083-T6 -
19 C-JOB1LATCH SPRING CLIP Si.STEEL - Z
WINDOW WIDTH _ _- Si
�- - WINDOW WIDM 20 C-30.53 BRASS ROLLER _.. _21 /B-%3" FIX.RAR BOTTOM$CREW22 - SHEAR CUP BOBJ-T6 2--L ONG O
O
Uwo
Uv'�3
�—.-
_VENT.WIDTH
TYPIMF
AL ANCHORS Q ry 4
1/4"MAX SEE ELEV.FOR SPACING
OPTIONAL TD
SHIN SWEEP LATCH SOC\)
�l O D O I/a'MAX. ;
19 9 SHIM U OMi 11"-
METAL __ O.L.OPC.
STRUCTURE 3 8 --- TYPICAL ANCHORS //4"SHIM O
SEE ELEV, N�%— 1
IB --� FOR SPACING i
'• cR ;
16
14 wapD B K c
__________SCREEN OPTIONAL ----___ � • -
7
_-_- . WOOD STRUCIUR
1 4 .WOpp BUCKS
_D.OPG.
EXTERIOR o
WINDOW WIDTH
E1pr:JAv AHMAO PRODUCT RBVISBD 1
XIPIYiny wilhilm vied&
TYPICAL ANCHORS XO IdYOUT FIA.PE L70592 BMildioE Oo& �I
FOR IE SPACING OX OPPOSITE G.A.N.4538 Awplpp No E'
BX n0m][Im, g Vj
8 Ye
Pmd+4 drawing o
M iR 092012 W07-59
meet 3 of
2.000 y
.062 082
1.821 f7
�E .812 of
1500 1.128
LYENT SID RAI[
--- O 8310
25) 6C
60 -T6 /
Oj IME HI OF 248 HEAD
1.500
63
80 -i5
09 B�m
<m
�—
.790
1.673
r I II95ry, �g
+1.613
VFNT TOP/g07TpM�(4 H O.VENT INTERLOCK RI
:A7 f
O-10250 82]
606J18 O 808]-T6 y
.921 I-� FRA4E TOp CpR�R ZO
0
1,149
O ti
1.189
SILT TRACK / x r O
OO BIM.65 UNMw
��°°--------2.187—
VIII-11.1
D FlXED N FTIN R y a 4
I O
94J-1 / O
240
].J13 2.312 -
.090 —T / p
SHEAR CHIP o C
22 606J-TB -
\
FRF
cll NT CORNFR
Cl0645 g
J eafi]-TS
I—,.548 f.BA�dE_@9IIQ�G4gyEg a�S i
I s,
I
2.165 ngr:L 7RN/D 1
PRODUCEt)
Se)u E = I
"�. ' Y�Y16-rtala. 5
EEW.
�w
.812G- --
O FRANF JAMR Mit2012
pn�N drawing
] 10617 ll
6063.T5 M W07-59
,11
sheet 4,9 4
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-227094 Permit Number: RC-6-14-1224
Scheduled Inspection Date: January 29, 2015 Permit Type: Residential Construction
Inspector: Rodriguez,Jorge
Inspection Type: Window Door Attachment
Owner: , Work Classification: Alteration
Job Address: 9400 NW 2 Avenue
Miami Shores, FL 33138- Phone Number
Parcel Number 1131010150290
Project: <NONE>
Contractor: RUDGE WOOD FLOORING
Building Department Comments
TO RE-HAB 2 BATHROOMS AND REPAIR ELECTRIC AND Infractio Passed Comments
NEW CENTRAL A/C INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-213976. Supply letter from Eng/
Arch for structural attachment with 2 X
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
January 28, 2015 For Inspections please call: (305)762-4949 Page 24 of 39
Rahimuddin Rahimi PE
280 NW 151 Ave
Pembroke Pines,FL 33028
Phone: (954)442-5099(954)298-6717 Fax: (954)432-9266 Email: MRENGI@AOL.COM,rsrahimi@hotmail.com
January 26, 2015
Building Department
Town of Miami Shores
Miami Shores Fl.
RE: Project : Single family residence
Address: 9400 NW 2nd Av Florida
Re#use of 2x4 window buck for window
Permit Number : RC 6141224
Dear Building Official:
I, Rahimuddin Rahimi PE engineering of record approve the use of 2x4 window buck in lieu
1 x4 with tapcons of 1/4"diameter with minimum 1"embed in masony with 6 number in 48
inches opening height with minimum 6 inches spacing and centered in masonry with 3"edge
distance. Based on NOA the tension capacity of 52#and shear value of 135# . Hence 6
tapcons would provide 792 #of shear . The window pressure is 52 psf with total shear value
1040 # (520 #each side) . Hence based on calculations the use of 2x4 window buck is
acceptable.
Sincerely,
Rahimuddin Rahimi PE
License#: 51484.
1
1 1 e
MIAMFLaADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
ITW Buildex
1349 West Bryn Mawr Avenue
Itasca,II.60143
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Tapcon with Advanced Threadform Technology Concrete and Masonry Anchors
APPROVAL DOCUMENT: Drawing No. 06-ITW-0001, Sheets 1 and 2 of 2,titled"Tapson Concrete
Anchors with Advanced Threadform Technology",dated 06/16/2006,with last revision dated 08/10/2012,
prepared by Engineering Express,signed and sealed by Frank L.Bernnardo,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:None
LABELING: Each box shall bear a permanent label with the manufacturer's name or logo,city, state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of
any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA# I1-0616.05 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 Carlos M.Utrera,P.E.
NOA No. 12-0816.06
MIAME CourrrY Expiration Date:August 31,2016
•• • �t J30 1y0�2 Approval Date:December 13,2012
( ( Page 1
. a
ITW Buildex
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 06-ITW-0001, Sheets 1 and 2 of 2,titled"Tapson Concrete Anchors
with Advanced Threadform Technology",dated 06/16/2006,with last revision dated
08/10/2012,prepared by Engineering Express, signed and sealed by Frank L.
Bernnardo, P.E.
B. TESTS "Submitted under NOA #07-0315.03"
1. Tension and Shear Resistance Test of 3/16" SS Tapcon ATFT with Climashield per
ASTM E 488,prepared by C.E.L Consulting,Report No. 71B153, dated
01/31/2007, signed and sealed by Lee W. Mattis,P.E.
2. Corrosion Resistance Test per ASTM G 85 as noted in TAS I I4(E),prepared by PRI
Construction Materials Technologies,Report No. ITW-004-02-01,dated 01/05/2007,
signed and sealed by Charles L. Thomas,P.E.
"Submitted under NOA #05-1020.01"
3. Test report on Tension and Shear Resistance,Report No. 4I131 werc for"Weres
Tapcon Concrete/Masonry Screw Anchors"per ASTM E 488,prepared by Cel
Consulting on 04/29/2005, signed and sealed by L. W.Mattis,P.E.
4. Test report on Tension and Shear Resistance,Report No. 4I131 werc Supplement
6519 for Tapson with Advanced Threadform Technology per ASTM E 488 prepared
by Cel Consulting on 05/19/2005, signed and sealed by L. W. Mattis,P.E.
5. Test report of corrosion resistance for fasteners,Project No. ITW-003-02-01,02,03 &
04,for fasteners with Tapcon Plus, Silver Climaseal, Silver Ultrashield and White
Ultrashield per ASTM G85 as noted on TAS 114(E),prepared by Cel Consulting on
10/22/2004 and 05/16/2006, signed and sealed by C. L. Thomas,P.E.
C. CALCULATIONS
1. Anchors allowable loads calculations prepared by Engineering Express, dated
08/14/2012, signed and sealed by Frank L. Bernardo,P.E.
"Submitted under NOA #07-0315.03"
2. Calculations addendum on new stainless steel anchors,prepared by Engineering
Express, dated 03/08/2007, signed and sealed by Frank L. Bennardo,P.E.
li��Zpf2
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.12-0816.06
Expiration Date:August 31,2016
Approval Date:December 13,2012
E-1
ITW Buildex
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Continued)
"Submitted under NOA #OS-1020.01"
3. Calculations of allowable loads for Tapcon with Advanced Threadform Technology,
prepared by Engineering Express,dated 06/22/2006, signed and sealed by Frank L.
Bennardo,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Drawing No. 06-ITW-0001 statement of code conformance to 2007 and 2010 FBC
issued by Engineering Express,dated 08/14/2012, signed and sealed by Frank L.
Bennardo,P.E.
"Submitted under NOA #09-0121.19"
2. Statement letter of code conformance to 2007 FBC issued by Engineering Express,
dated 01/05/2009, signed and sealed by Frank L. Bennardo,P.E.
"Submitted under NOA #OS-1020.01"
3. No interest letter issued by Engineering Express, dated 06/23/2006, signed and signed
by Frank L. Bennardo,P.E.
11/341y'°tZ
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 12-0816.06
Expiration Date:August 31,2016
Approval Date:December 13,2012
E-2
•'` • BENNARDO,P.E.
TAPCON® with 1.
ADVANCED THREADFORM TECHNOLOGYTM *
STAlE
CONCRETE & MASONRY ANCHORF(OFI------------
\ N
-- �•,,FSS�ONA ��y«yy1� pS
GENERAL NOTES; SEE ANCHOR DIAMETER' EXTINISH _ �M21bQItl W S
/ \ FINISH �p� F d
/ TABLE FOR DIMENSIONS Z ۥ[
1. THIS PRODUCT HAS BEEN DESIGNED I TESTED F \ R 1.3 i
ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE ( Ut yyy���
2007&E THE
FLORIDA BUILDING CODE,FOR USE WITHIN AND '(`, Z
OUTSIDE THE HIGH VELOCITY HU0.RICANE ZONE,AND THE I � Z ry� W
FOLLOWING STANDARDS:ASTM E488,ASTM G85,&TAS 114. }-THREAD LENGTH 9
2. ANCHOR INSTALLATION SHALL BE MADE IN HEAD I _ I ~ CONCRETE \1 /C. W 'H W
ACCORDANCE WITH MANUFACTURER'S PUBLISHED HEIGHT�--} / OR HOLLOW
INSTALLATION INSTRUCTIONS AND THIS NOTICE OF VARIES /�` \ BLOCK
ACCEPTANCE. \ /
3. CONCRETE SHALL CONFORM TO ACI 301 \ / ADVANCED / SUBSTRATE
SPECIFICATIONS,WITH STRENGTH PROPERTIES AS / THREADFORM
SPECIFIED HEREIN.CONCRETE BLOCK SHALL CONFORM TO Sd ADVANCED THREADFORM TECHNOLOGY
k ASTM C-90. (SHANK DIAMETER)
a 4. ANCHORS REPRESENTED IN TABLES 1-4 ARE TECHNOLOGY - PILOT HOLE
MANUFACTURED FROM HEAT-TREATED STEEL WITH AN TAPCON WITH ADVANCED
ALTERNATING HIGH-LOW ADVANCED THREADFORM
TECHNOLOGY,ANCHOR YIELD STRENGTH Fy=ioo KSI, 1 THREADFORM TECHNOLOGY SEEGENERAL
ULTIMATE STRENGTH FU=125 KSI. HEAT TREATED STEEL NOTES FOR PILOT\ -}-� 0.25"
ANCHORS SHALL HAVE THE CORROSION-RESISTANT 1 1:1 SCALE SIDE VIEW HOLE SPECIFICATION.._ _. MIN.
COATINGS AS DESCRIBED BELOW IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE: 2 TYPICAL SECTION
• SILVER&WHITE ULTRASHIELD ANCHOR DIAMETER
• BLUE&SILVER CLIMASEAL -._ _ --._ ------
S. ANCHORS REPRESENTED IN TABLE 5 ARE OF 410 D Sd MINIMUM BASE PLATE Td Rd 1:1 SCALE SIDE VIEW 3:STAINLESS STEEL ALLOY WITH AN ALTERNATING HIGH-LOW ANCHOR TYPE (NOMINAL DIAMETER)(SHANK DIAMETER) CLEARANCE HOLE DIAMETER (THREAD DIAMETER) (ROOT DIAMETER) 1 M
z ADVANCED THREADFORM TECHNOLOGY AND SHALL HAVE A r q
- CLIMASHIELD CORROSION-RESISTANT COATING IN 3/16"TAPCON 0.1875" 0.145" 0.250" CONTACT ITW BUILDEX FOR SPECIFIC $ O
a COMPLIANCE WITH THE FLORIDA BUILDING CODE.ANCHOR ------------ ---------- ---- - ANCHOR DIAMETER INFORMATION
YKIIELD STRENGTH Fy=100 KSI,ULTIMATE STRENGTH Fu-125 1/4"TAPCON 0.250" 0.190" 0.3125" ANCHOR LENGTH '0
6. PILOT HOLES FOR ALL INSTALLATIONS SHALL HAVE A THREAD LENGTH 8
DEPTH 1/4"LONGER THAN INDICATED EMBEDMENT DEPTH PART LENGTH
WITH THE FOLLOWING PILOT HOLE SPECIFICATIONS: 3/16^TAPCON 1/a°TAPCON
6.1. 3/16"ANCHORS:5/32"TAPCON DRILL BIT HEAD STYLE OPTIONS
6.2. 1/4"ANCHORS:3/16"TAPCON DRILL BIT 1-1/4" FULL THREAD FULL THREAD y(
7. ALLOWABLE LOAD SHOWN-ULTIMATE LOAD DIVIDED BY ---�
4.0 FOR SOLID NON-CRACKED CONCRETE SUBSTRATES,5.0 SLOTTED HEX PHILLIPS PHILLIPS HEX HEAD 1-3/4" 1.5/8" 1-5/8"
FOR HOLLOW BLOCK SUBSTRATES.NO ALLOWABLE STRESS WASHER HEAD FLAT HEAD PAN HEAD MARKINGS -----
INCREASE HAS BEEN USED IN PREPARATION OF THIS M O 2-3/4" 3-5/8" 1-5(8"
DOCUMENT. IQI O
S. ANCHORS SHALL NOT BE INSTALLED IN CRACKED 2-3/a"
CONCRETED SUBSTRATES,AS DEFINED IN ACI 355.2.
9. ANCHOR EDGE DISTANCES EMBEDMENTS AND - 3-1/4" 1-5/8" t-5/B"
SPACINGS BELOW THOSE SHOWN IN DESIGN TABLES HEREIN 3-3/4" 1-5/8" -_1-5/8"
ARE NOT ACCEPTABLE. MAXI-SET HEX SCOTS STAINLESS STEEL PHILLIPS HEAD
10. ALLOWABLE LOAD CAPACITIES TO SUBSTRATES THAT WASHER HEAD HEAD WITH WASHER MARKINGS 4" 1-5/8" 1-5/8" ,
ARE NOT SHOWN IN THE DESIGN TABLES LISPED HEREIN ARE -
ARE
OUTNOT THE SCOPE H DES CERTIFICATION AND SHALL BE 5" 1-5/8"
DETERMINED BY A LICENSED PROFESSIONAL ENGINEER. 6" 1-5/8"
11. ANCHOR VALUES LISTED HEREIN ARE DETERMINED
THROUGH TESTING REPORT DATA AND CHECKED FOR
CONSISTENCY WITH EACH TEST PERFORMED.
12. REFERENCE THE FOLLOWING TEST REPORTS: LONG THREAD ANCHOR LENGTH d
CELCONSULTING
#4I131werc 4/29/2005) ANCHOR HEAD DIMENSION THREAD LENGTH
• ••#41131werc SUPPLEMENT 6519(5/19/2006) - PART LENGTH --ON
HEAD STYLE HEAD HEIGHT HEAD DIAMETER IFUREAD
1(4'TAPCON
••#718153(01/31/2007)CRI A§PHALT TECHNOLOGIES,INC. 1-3/4" FULL THREAD#ITW-002-02-01 12/1/2004 3/16"PFH 0.120" 0.357°#ITW-003-02-026/15/2006 #12 PFH 0.148" 0.414" PROW TIBVNW 2 1/4" �_ _ 2-1/e"
#ITW-003-02-03 6/15/2006 � rIERwIWMElbdr --#ITW-003-02-04 6/15/2006 1/4"PFH 0.1x8" O.a71^ 2-3/a" 2-118"PRI CONSTRUCTION MA RIALS CHNOLOGIES,INC. ��#ITW-004-02-01(11/14/2006) A4eg2oos 3.1/4" 2-1/8" 06-ITW-0001
ANCHOR NEA ACROSS FLAT 3-3/4 2-3/8"HEAD STYLE HEAD HEIGHT ACROSS FIAT WHER DIAMETER BY 05
4" 2-3/8"3/36"HWH 0.140" 0.246' 0.355" 5" 2-1/8"
1/4"HWH- 0.180" 0.308" 0.415° 6" 2-1/8" �2
a 1/4"MAXISET 0.225" 0.308" 0.630"
Q 1/4"SCOTS 0.280° 0.308" 0.587° ®-DESIGNATES UNAVAILABLE LENGTHS
is TENSION CAPACITIES �! O3 TENSION & SHEAR CAPACITIES : J
BASED ON EMBEDMENT,EDGE DISTANCE&SPACING
BASED G EMBEDMENT,EDGE DISTANCE&SPACING O FOR SINGLE ANCHORS TENSION IT 1 Z
FOR SINGLE ANCHORS TENSION 'J
m
LIGHT-WEIGHT EIGHT CMU MEDIUM-WEIGHT
SD 11 OF
f2000NPSI 2000 PSIEAR
4000 PSI 5000 PSI BLOCK(5216.) CMU BL0CK(5216.)• IJANCHOR EDGECOCONC CONC CONC . ANCHOR EMBED EDGEDIAM EMBED DISTS=16D) (5>16D) (5216.) (5216.) .IAM DIST '
(,� TENSION SHEAR TENSION SHEAR r'
1" 125 lb 125 b 141 Ib 141 b .J 2° 4316 83 b 68th 13,111
V.
17/8" 136lb 1841b 168th 210lb •",) 3/16" 1" 4" 4516 83 b 147 th BLOCK Q� ,
3/16" 1 1/2" 1" 243 b 243 lb 279 th 318 lb FACE SHELL d
1 7/8" 2681b 278 b 279 lb 327 lb Z 1/4" 1" 2" 43 lb 108 b 118th 161 b 7 S u X
4" 58 b 125 th 202 b
1" 327 b 358 b D
380th 390th 1 EJ 4
1 3/4" 1 7/8" 327 b 390 b 401 Ib 433 lbD!
11/4' 171 lb 174 Ib 194 lb 237 Ib ~ Z
W 1" 21/2" 171b 188 lb 199 lb 2376 (A 04 TENSION &SHEAR CAPACITIES TENSION PAIR W 5
ru 313 lb 313 lb 449 Ib 519 lb BASED ON EMBEDMENT,EDGE DISTANCE&SPACING o��w J
1/4" 1 1/2" 2 1/2" 346 th 348 th 4541b 545 lb O FOR PAIRS OF ANCHORS* HEAR I PAIR W
1 1/4° 4431. 48516 54316 54316 „L LIGHT-WEIGHT "
CMU BLOCK
V 13/4" V gDIAMR EMBED SPACING EDT TENSION SHEAR '+
k Z 21/2" 44316 508 Ib 594th 707Th 77
1 1/2° 103 b 1 202 lb
3/16' 1" 3" 3" 103 lb 202 Ib SPACING ,Y BLOCK
2" 84 lb 212 lb (S) FACE SHELL
I-- lb SHEAR CAPACITIES "'w; 1/4" ," 4' 4" 136 lb 224 lb
= BASED ON EMBEDMENT,EDGE DISTANCE&SPACING
FOR SINGLE ANCHORS SHEAR 'REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR
W 2000 PSI 2000 PSI 4000 PSI 5000 PSI SPACING 8 EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS
ANCHOR EDGE CONC CONC CONC C! 5
DIAM EMBED DIST (5=16D) (5116D) (5216.) (521616.) '3EE
-� 11/8" 1281b 1261b 1501b 1501b 7V
la
k Q 1" 2 1/4" 178 Ib 181 b 181 b 226 lb O TENSION &SHEAR CAPACITIES
1 1/8" 18616 186 lb 186 lb 186 lb BASED ON EMBEDMENT,EDGE DISTANCE&SPACING PS
3/16" 11/2" 2 1/4" 196 lb 21516 226 th 226 lb (n FOR PAIRS OF ANCHORS• fFi
1 1/8" 20416 20416 20416 204 b 3000 PSI MEDIUM-WEIGHT
1 3/4" 2 1/4" 218 th 218 lb 251% 260 lb V)O ANCHOR EDGE CONCRETE(5216.) CMU BLOCK(S216D) TENSION I PAIR
1 1/2" 196 lb 19616 310 lb 31016 Y)= DIAM EMBED DIST TENSION SHEAR TENSION SHEAR
O 1" 3" 23716 23716 34016 35916 w V 1" 18416 150 th 5416 5816 HEAR I PAIR +�
N
232 11) 232 b 346 lb 416 th Z 1 2 1/2" 164 lb 284 lb 64 lb 99 Ib
1/4' 1 1/2" 3/16"
� 3" 351 b 38B Ib 41716 417 ID Q 3" 3341. 18916
O 1 1/2° 3031. 30316 346 Ib 5001. J 13/4" 37916 38416 L
1 3/4" 3" 421 1. 421 f1) 49216 5001. W 1" 187 lb 126 b 88 th 51 Ib I `t'
Lf)LU 1" 2 1/2" 220 lb 301 Ib 77 lb 134 Ib SPACING CONC OR
V '"" 1/4" 1" 3441b 214 lb (S) BLOCK
Q 1 3/4' 2 1/2" 47316 51816 FACE SHELL [
aT�ENSSED ONEONMSHEARSTANNCEPACCIT�IES (REDUCED) 'REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR SS Ig '
WFOR PAIRS OF ANCHORS* SPACING 8 EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS aq
W 2000 PSI CONC
OR GREATER
to
ANCHOR EMBED SPACING EDGE TENSION SHEAR CAPACITY TABLE NOTES: d 0 9 '
DIAM 5 DIST TENSION I PAIR EDGE DIST
11/2. 2201b 3521b 1. ALLOWABLE LOAD SHOWN-ULTIMATE LOAD DIVIDED BY 4.0 FOR SOLID
1" 2" 237 Ib 352 lb I� NON-CRACKED ONCRETE SUBSTRATES,5.0 FOR CONCRETE MASONRY SUBSTRATES.
SHEAR/PAIR EMBEDMENT VALUES LISTED CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR •° g g
1 1/2" 44316 36816 HOLLOW BLOC SUBSTRATE.EMBEDMENT DEPTHS DO NOT CONSIDER THE THICKNESS ITW BUILDER
3/16" 1 1/2" 3"
2° 47416 .38916 < OF WOOD BUCKS,STUCCO OR ANY EXTERIOR FINISHES.ALL FINISHES SHALL BE BY q,T.T.TAPCON
1 1/2" 641 Ib 44516 ;?' OTHERS AND SHALL NOT EXCEED 1/8'MAXIMUM OTHERWISE THEY SHALL BE <a
y 1 3/4" 1" SEPARATELY RE. D TO TRANSFER ALL LOADNG TO THE PROJECT
2" 645 lb 4556 - - SUPERSTRU RE.
2' 261Ullb474
SPACING 2. ;m-a SA BEBJSTALIBIS WITH THE F4PIIMUM Cmmm CENTER SPACING FOR CONCRETE OR�"" , DDP8191RRIV41LIB4NDDPL
1" S ANCHOR CAP AS LISTED IN TAKES.NO HURTYIER SPACING REDUCTIONS MAYBE APPLIED TO HOLLOW BLOCK SPACING(5) 06-rM-0001
3" 302 ( ) THE VAILES 1151�HEREW. SUBSTRATE
2" .5,33 3. LINEAR 1NI'BtPOIAT16N MAY DE USED FOR EDGE DISTANCE AND SPACING BETWEEN ___.`.1/4" 11/2" 3, 4"� 7MINIMUM AND MAXIMUM D15TANCES SHOWN IN TABLES. pR0D1)CT iEV►480 4. FW44E t DR81 NO'T ALLOWED FOR HOLLOW BLOCK INSTALLATIONS. r«�r��dw pkv1 3/4" 2" B71 5HOLLOW CONCRETE MASONRY UNfTS�CMU)SHALL CONFORM TO ASTM C90gkmdft�` EDGE DIST 6 SPACING:
SPC-CIFlCATLONS AND SHALL HAVE DENSITI A$ N®Bf3AW: "PAIRS OF ANCHORS"
3" 848 UGHTWQ�"CMU: DENSITY>95 PCF A°eAl=- °"
ti 'REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR 6. ®DESIGNATES CONDITIONS WHICH 117 PCIF
ARE NOT ACCEPTABLE FOR USE �� r/ 2
SPACING&EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS
I., P1wMrr�Cbntil
2G fLJ ^ 1���
Notice of Preventative Treatments for Termites
(As required by Florida Building Code(FBC) 104:2.6)
TARGET Pest Control 305-262-2322
Address of Treatment or Lot/Block of Treatment
Date Time Af plicator
Product Used Chemical used (act' e i gre tent) Number of gallons applied
Percedt Concentration Area treated (square feet) Linear.f et treated
Stage of tr atment(Horizontal, Vertical, Adjoining Slab, retreat of disturbed area)
As per 104.2.6-If.soil chemical barrier method for termite prevention-is used, final exterior
treatment shall be completed prior to final building approval.
If this notice is for the final exterior treatment, initial and date this
CMocuments and Settings\iegMLocal Settings\Temporary Internet Files\OLK 177C\Treatment Notice.doc
MR ENGINEERING CONSULTANTS INC.
' 10031 Pines Blvd. Suite#237, Pembroke Pines, FL. 33024
Office: (954)442-5099 (954) 298-6717 Fax: (954)432-9266
PROCTOR COMPACTION TEST
ASTM DASS7
Date November 17,2014
Client Elite Home Partners
Address 2300 W 84 street Ste 602
Project Back dl to raise Slab
Address 9400 NW 2d Ave Miami Shores
Sample Location Stockpile from 'obsite
Soil Description sand
Sam led Py RR
TEST RESULTS
Laboratory Number. 14-2824 Sample Number. 01
The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 lb.Hammer and 18"drop
A-ASHTO designation T-180-C.
%Moisture Dry Density
Dry Densdv vs X Masdae
6.1 102.3 5 6 7 8 9 10 11
7.7 103.6
9.1 104.8
10.4 103.1
Optimum Moisture 8.9
100%Max.Dry Density 104.1
98%Dry Density 103.68
o
95/o D Density 100.2
Dry rn
Gradation test passing 314"Siev 72.40% W
U
Sampled By RR �
Tested By: RR
°k MOISTURE
Typed By: RR Respectfully submitted by;
Remarks:Test results provided by _
ATM ENG
Rahimuddin Rahimi, PE
Certificate#: 51484.
MR ENGINEERING CONSULTANTS INC.
Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test,
MR Engineering Consultants Inc is not to be held responsible.
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,
conclusions or extracts from our reports is reserved.
MR ENGINEERING CONSULTANTS INC.
10031 Pines Blvd. Suite#227, Pembroke Pines, FL. 33024
Office: (954) 442-5099 (954) 298-6717 Fax: (954)432-9266
Field Density Test of Compacted Soils
ASTM D-5195
Client. Elite Home Partners Order# 14-2822
Address: 2300 W 84 street Ste 602 Date: 11/12/14
Project., Bedroom Slab Gau e# 16407
Address: 9400 NW 2" Ave Miami Shores
Lab ID# Location
14-28116 Floor slab— I Is'LIFT
14-28117 Floor slab compaction—Center 2 1"LIFT
14-28118 Floor slab=3 1 s`LIFT
Description of Material Sand
Back Fill I I Slab on grade X Base rock
Sampled By: RR Tested Ry: RR
Laboratory Identification Number 14-28116 14-28117 14-28118
Test Number 1 2 3
Depth in Inches 8" 8" 8"
Field Density LB/Cu Ft. (Dry Density) 99.6 100.1 99.3
Moisture Contents 7.8 8.4 7.9
Maximum Density In the Field(%) 95.6 96.2 95.4
Compaction Requirement by Specs %of 95% 95% 95%
Maximum Density
100%Maximum Density(Lab) 104.1 104.1 104.1
Proctor T-180 AASHTO 1 14-2824 14-2824 1 14-2824
Optimum Moisture(%) 8.9
Typed By:RR
Respectfully Subrmrlittedhy,
i NN;1 �r
Rahimuddin Rahimi, PE
Certificate#: 51484.
MR ENGINEERING CONSULTANTS INC.
Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density
Test,MR Engineering Consultants,Inc.is not to he held responsible.
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of
Statements,conclusions or extracts from our reports is reserved.
• MR ENGINEERING CONSULTANTS INC.
10031 Pines Blvd. Suite#227, Pembroke Pines, FL. 33024
Office: (954)442-5099 (954) 298-6717 Fax: (954)432-9266
Field Density Test of Compacted Soils
ASTM D-5195
Client. Elite Home Partners Order# 14-2822
Address: 2300 W 84 street Ste 602 Date: 11/13/14
Project: Bedroom Slab Gauge# 16407
Address: 9400 NW 2" Ave Miami Shores
Lab ID# Location
14-28131 Floor slab– 1 2nd`LIFT
05-28132 Floor slab compaction–Center 2 2 t LIFT
05-28133 Floor slab=3 2 Ild LIFT
Description of Material Sand
Back Fill I Slab on grade=X Base rock
Sampled By:— I RR Tested Ry: I RR
Laboratory Identification Number 14-28131 14-28132 14-28133
Test Number 1 2 3
Depth in Inches 8" 8" 8"
Field Density LB/Cu Ft (Dry Density) 100.1 99.6 99.3
Moisture Contents 7.8 8.4 7.9
Maximum Density In the Field(%) 96.2 95.6 95.4
Compaction Requirement by Specs %of 95% 95% 95%
Maximum Density
100%Maximum Density(Lab) 104.1 104.1 104.1
Proctor T-180 AASHTO 14-2824 14-2824 14-2824
Optimum Moisture(%) 8.9
Typed By:RR
Respectfully submitted by,
. I
Rahamuddm Rahrmi, PE
Certificate#: 51484.
MR ENGINEERING CONSULTANTS INC.
Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density
Test MR Engineering Consultants Inc.is not to be held responsible.
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of
Statements,conclusions or extracts from our reports is reserved.
MR ENGINEERING CONSULTANTS INC.
10031 Pines Blvd. Suite#227, Pembroke Pines, FL. 33024
Office: (954)442-5099 (954) 298-6717 Fax: (954)432-9266
Field Density Test of Compacted Soils
ASTM D-5195
Client. Elite Home Partners Order# 14-2822
Address: 2300 W 84 street Ste 602 Date: 11/14/14
Project: Bedroom Slab Gau e# 16407
Address: 9400 NW 2" Ave Miami Shores
Lab ID# Location
14-28141 Floor slab— 1 3 rd LIFT
14-28142 Floor slab compaction—Center 2 3` LIFT
14-28143 Floor slab=3 3` LIFT
Description of Material Sand
Back Fill I I Slab on grade X Base rock
Sampled By: I RR Tested Ry: RR
Laboratory Identification Number 14-28141 14-28142 14-28143
Test Number 1 2 3
Depth in Inches 8" 8" 8"
Field Density LB/Cu Ft. (Dry Density) 100.1 99.6 100.1
Moisture Contents 7.8 8.4 7.9
Maximum Density In the Field(%) 96.2 95.6 96.2
Compaction Requirement by Specs %of 95% 95% 95%
Maximum Density
100%Maximum Density(Lab) 104.1 104.1 104.1
Proctor T-180 AASHTO 14-2824 14-2824 14-2824
Optimum Moisture(%) 1 8.9
Typed By:RR
Respectfully submitted by,
Rahimuddin Rahimi,Pr_
Certificate#: 51484.
MR ENGINEERING CONSULTANTS INC.
Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density
Test,MR Engineering Consultants,Inc.is not to be held responsible.
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of
Statements,conclusions or extracts from our reports is reserved.
11/17/2014 16 :31 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0 001
** TX REPORT ***
TRANSMISSION OK
TX/RX NO 0096
RECIPIENT ADDRESS 919544329266p4102
DESTINATION ID
ST. TIME 11/17 16 : 31
TIME USE 00 '34
PAGES SENT 1
RESULT OK
780 N\�' 1 I .,%Vl':
t 1iTicc.- (954'! 44; 5099 (9),4.l 29 -67€ 7 1`�ix: (954.') .:1'; )_9260
i c r'^: €:l,i."
2
�wqwc:tlion 14,exis ng floor rafters at single 1.'amily residence at. 1 40 ;`sir` 2"" v(-
miami shores FT
-1,;; r arl (1!' ;�>��i<t.? inspection ,-vc observc-d 1€);:tz
fi(?('!i' `�iJ3)t7Or-i. (7t ::�;1`.•:?I!'il!, 1?4,ir€Cll[1�,!. 13;lsc'1 on the li' sric.ctioIl itvv":Is C1bsorved ihc, r13-c III �g(.oo,
C01'1('11€IOI), iY;Is d on inspection the US1`t'1w-' 1100r' ti!1€1I)I�i"13f31'. r.r.lLcrS ir'1 ,',(111(1 C'!'1('ll:iit'.li'>'tl '.Ind
irt.zc4tzr;:ii!y 3c1�c1tI iii ',�:1r
110A.,94q:w?-4n1 oscd of'l..t...._...,10 psl,iln l #..?1. ... 10 1
i
j... X
MR ENGINEERING CONSULTANTS INC.
280 NW 151 AVE
Pembroke Pines, Fl. 33028
Office: (954)4425099 (954)298-6717 Fax: (954) 432-9266
November 5, 2014
Elite Partners LLC
2300 W 84th Street Ste 602
Hialeah F133016
Re: Inspection of existing floor rafters at Single Family residence at 9400 NW 2nd Ave
Miami Shores Fl.
Permit#RC-6-14-1224.
As part of special inspection we observed that rafters consisting of 2x10 @16"O.0 for
floor support of existing building. Based on the inspection it was observed the are in good
condition. Based on inspection the existing floor supporting rafters in good condition and
structurally adequate for new supeFimposed of LL=40 psf and DL=10 psf.
Sincerely,
Rahimuddin Rahimi PE
License #: 51484. � ii
NOV 12 2014
jos- q01-- 13
;FAX: 0 - L-i32 - �26� 2��F�� • �° -8-3 ��,uC,
CeD L;
rz
�1 n
bA Miami Shores Village
1 Qac
Building De artmentDEC 121 014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 `
��� Tel: (305)795-2204 Fax: (305)756-8972 �- -- ----=i
P INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit NO
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [:]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
(� CONTRACTOR DRAWINGS
C�
JOB ADDRESS: ` r � o� �''�'`
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone:0 BFE: FFE:
OWNER: Name(Fee Simple Titleholder): ALLZ Pj�
Address: (IO V 2�
City: f � State: Zip: �3
Tenant/Lessee Name: Phone#:
Email: ( ✓2 — -34/ ,
CONTRACTOR:Company Name: . L) �Lt "_0 W 191'1-A9 � � Phone#-7 v 7"�
Address: /,S-D( LP(0 � S 1—
City:M l A-�u I State: Zip: --3: L
Qualifier Name: K.Q-6wat Gl Phone#:
State Certification or Registration#: � /� 7 �l Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ SO Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ ew / ❑ Repair/Replace ❑ Demolition
Description of Work:
L L
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ l "'(30 Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commence t must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. Int Bence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature /Z441-' Z Signature v
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The fo a ing instrument was acknowledged before me this
th day of 0-((-(M r)t r 2014 by day of 0,( C— -' 20 / V by
who is personally known to g IF M G A1 12v r who is personally known to
me or who has produced as me or whoproduced Ile Ll as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: •r`` r?�' Glenn
Comm iss # 00
Print: Print: = "
Seal: . ., =E:xores: SEP 16,2018 Seal " ' WWW.AARONNO
' �, BONDCD TMRU
1 BT FLORIDA NOTARY,LLD
############################# ######### ####################################################################
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
• - _ �-Cis( -- � 2.
M ISA„M, PQADE 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
Cure-A-Tech Corporation
930 West 23"r Street
Hialeah,FL 33010
SCOPE: ;
This NOA is being issued under th` t i es and regulations governing the use of h"9t0actioI
materials.The documentation submi has been reviewed and accepted by Miami-Dade 'b ntv<)'FRA
Product Control Section to be used in Miami Dade County and other areas where allowe rrM Aufc►tr ,
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Contr
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 a' roved as described herein and has been designed to comply with the Florida Building
- P PP g P Y g
Code including g Velocity the High Veloci Hurricane Zone.
DESCRIPTION: Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. M95-19A,titled"Aluminum Tube Mullions",sheets 1 through
5 of 5,dated 12/07/95, with revision D dated 04/12/12,prepared by AI-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamljy✓jJJthe
Notice of Acceptance number and expiration date by the Miami-Dade County Pro4uct0Cpntrol Section. 0.0.0•
. .. 0
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .0.0• • 0•
000*00
LABELING: Each unit shall bear a permanent label with the manufacturer's name"-*Ita,city, state, ;��••
model/series,and following statement: "Miami-Dade County Product Control ApprMtd:,unlelzptftwise• •
noted herein. 000
•• ' ".".
0000. .. 0000.
RENEWAL of this NOA shall be considered after a renewal application has been,Zile o ind th$rela;fbeen •• •
no change in the applicable building code negatively affecting the performance ofthisproduct.
TERMINATION of this NOA will occur after the expiration date or if there has teen a revisi6varNtange•0.0 0•
r r r Misuse of this 110A&s an endorsement 0 0 0 0
• .
in the materials,use,and/or manufacture of the product o process. s
of an product,for sales advertising or an other purposes shall automatically terminate this N t 0 Failure
Y P >7 g Y PrP Y .Q?•
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#08-0813.08 and consists of this page 1 and evidence page E-1,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 12-0430.02
MMI- a COUNry Expiration Date: March 28 2018
7/ l» Approval Date: August 02,2012
Page I
Cury-A-Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. M95-19A, titled"Aluminum Tube Mullions", sheets 1 through 5 of 5,
dated 12/07/95, with revision D dated 04/12/12,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of aluminum fixed windows
mulled together,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL 5636,dated 06/12/08, signed and sealed by Carlos Rionda, P.E.
(Submitted under previous NOA#08-0813.08)
2. Test report on: 1)Uniform Static Air Pressure Test, Loading per PA 202-94
along with installation diagram of aluminum fixed windows mulled together,prepared
by Hurricane Engineering &Testing Inc., Test Report No. HETI-96-1054,dated
02/01/96 signed and sealed by Hector Medina,P.E.
(Submitted under previous NOA# 07-0424.13)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with ?9130:9
2004/2007,prepared by Al-Farooq Corporation, dated 07/22/ft isu ;fated to comply ••••:'
with FBC-2010 on 04/16/12,signed and sealed by Javad AhnuW.P..1✓. ; •..• 0.0,;0
(Partially submitted under previous NOA# 08-0813.08) ••• ••
D. QUALITY ASSURANCE •••• •••••
1. Miami-Dade Department of Permitting,Environment, and Rea5gloty Affairs.RERA)'••'
. .. . .. .....
E. MATERIAL CERTIFICATIONS1.
• •
•0900•
None. .
09 0 0009
F. STATEMENTS 09:0
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest,dated April 16,2012, signed and sealed by Javad Ahmad,P.E.
G. OTHER
1. Notice of Acceptance No. 08-0813.08, issued to Cury-A-Tech Corporation for their
"Aluminum Tube Mullion", approved on 10/02/08 and expiring on 03/28/13.
Aff
an a ez P.E.
Product Con rol amine
NOA No.12-0430.02
Expiration Date: March 28,2018
Approval Date: August 02,2012
E-1
-� 1.00011.750--(
I I 886 !1 V
�- • r -•I.686
TY �•--
V V
2.000 I I
2.000— _ Z.090 rn -
.123 1.938 0
7YP, .123 11.9384=1 I
1 X 2 X 1/8- 4.300 I O
I TYPICAL O.�
TUBEIONI ION I —1 GLAZING PRODUCT
—TB a
8063-i6 {--4,688
0i a
1'000 MULLION CLP (6063-T5) MULLION 0 p 'H
(ALT.TO ANGLES) LEGS REMOVE 0 <Q
1.000 R�1
TYPICAL
CLIP LENGTHS MUST BE CUT TO FIT SNUG WINDOW FRAME p
INTO TUBE W
MUONS. I I 0-1 I.�
1-3/4 X 4-1/2 X .090' 1.480 I F-2.000-moi a73D�
3.000 .125 TUBF Mul L10N z
6063-T6to
J to v
MULLIONS CONTAINING TYPI A GLAZING PRODUCTS
TC
2.000—y z.ofo
.l zsHORIZONTAL OR VERTICAL
2s 2.123
-� SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SITES AND SPACING
1 X 3 X 1/8' Z m
TUBE MULLION I O F
6063-T6.000 125 I•• —.5.500 I--1.480 1 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. j O "4r
1.000 �•- [AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED M d
4•� MULLION CLIP (6063-T5) MULLION LIP IMPACT AND NON-IMPACT RESISTANT PRODUCTS. W O
(ALT.TO ANGLES) LEGS REMOVED m V w O
CUP LENGTHS MUST BE CUT TO FIT SNUG
.125 INTO TUBE MULLIONS. RECTANGUL6R ALUMINUM TUBE MULLIONS
I IONS V N M
USING MULLION PROPERTI ON Y o J
4.000
NOTES: z <
•125 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY J �i
HURRICANE ZONE (HVHQ p_
2 X 4 X 1/8' 2.000 Z). v
TUB M ION ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE CJ rn_
6063-T6 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER �—�
INFILTRATION, FORCED ENTRY RESISTANCE• SAFEGUARDS ETC.
Lfes---2.000 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
II I
L2.000-A LOADS TO THE STRUCTURE. 5t
1 X 4 X 1/8' ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT G
TUSETUSE MUI IONION ANG IP (6063-T6) TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). Q o
6063-T6 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS o E 0
ARE NOT PART OF THIS APPROVAL,
1.750 bkwuA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. u
123 MATERIALS INCLUDING BUT NOT UNITED TO STEEL/AIETAL SCREWS,THAT COME O
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REO COME ME INT
��:.• OF THE FLORIDA BLDG.CODE SECTION 2003.8.4.
090 c ooa9�
TYP. 8'� INT UCT���NN���� THIS NOA IS NOT VAUD WITHOUT CORPORATE SEAL w o,'; H
S Rhe. ••• • • • • • •• OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED. g
USE4HARTS AND IEA vS�LLQ1Y5.• • •
4.000 • ♦ �co�m�
STEP 1 DETERMINE DEswo LOAD RIQUIRED PER:W;7 •
FOR PAR•CULAR WENNG.• • • • • • n ,
STEP 2 USE ESE CCM"APPRMD GUQING"CAP REETWG Enr;,1AVAD AHMAD p p Q
ABOVE LOAD REQUIREMENTS. PII,ODUCT RBVISSD m complying with 9w Flodds FL0.K P 70592
APPROVAL. - o
' n
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Building Code 3538
Acceptance No J12-ft.02lu -
YSWEE
G GF*F&b ON SH •I S%MT•MULUOf•sail w"• . Non Date
STEP IESIGN RAT•IG MORE THAN•DESI M LOAD SPECIFIED • c
W"P 1 •BONE. • • • • g
1-3/4 X 4 X .090' 2 X 6 X I/8' eSIN�ANCIRlR 71''ES HEET qt,ANIP AN CRAP M t •`2 drONing no.
TUBE MULLION STEPS ON MEET SELECT/•yW,�,�C R TY�E•WITH UC I RATIN$•�,a,• AY M95-19A
TUBE MULLION MORS THAN•THE DESIGN i 5 S�ECIflEO IN$fEP 1 ABOVE,
fi063-T6 6063-76
sheet 1 of $
• f • • • • • •
• • • • • • • • • •
• •• t• • • • •• ••
m MULLION LOAD CHART m MULLION LOAD CHART m MULLION LOAD CHART �U
M M (r] 1
rn
� 1 x2 xl/8" TUBE 1"x3'x1/8" TUBE 1"x4'xl/8"TUBE VERTICAL
6063-T6 1X2X 6063-T6 1X3X - 1-3/4-X4"X.090"TUBE 5 - /8 MULLION
6063-T6 X1X4 Z ^ O1
m - / U L ISPAN m m cuzwc cunNc 3 F W
PRODUCT PRODUCT >rn F
B 0 Z
3 01
a N fn OG c �
m a
10' I tp a m ?4-
0-
0 1/ wi I-�--^•I .ri
I 0 c y1
a m Q m Q m ARCHES TO BE INSCRIBED 4a&a G -
OJ m 0(n O 0) INSIDE RECTANGULAR SHAPE y
LDm B 2 m HORIZONU�MULLION z :rL re
I',
ul :1 311
r'-�—s4v
m - o m m %'cuzlNc Q
`0 lD ,D PRODUCT .. O
3"
Mlm m
Lf)
O
Z
4 1 4" p F
GLAZING GLAZING -I
m PRODUCT PRODUCT O
20 30 40 50 60 70 80 20 30 40 SO 60 70 80 20 30 40 50 60 70 80 I_ MULLION SPAN m v wo 4
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES
Q MULLION LOAD CHART MULLION LOAD CHART ANCHOR LOAD CHARTT TYPICAL MULLION ARRANG_FAAFNTS 2
1-3/4"x 4-1/2"x.090"TUBE 2"x4"xi/B"TUBE 2" x 6" TUBE 2 _
6063-T6 T17SX46 0- / 6063-T6 2X4X 6063-T6 2X6X wf +w2 3
3•• B.. N WIDTH (w) = 2 a o
m m N �C0
I i O
.a ,y
a m 6 a4 a m 9 MULLIONS RATED IN THESE CHARTS MAY BE
m ORIENTED VERTICALLY OR HORIZONTALLY. `g
m (INTERPOLATION BETWEEN WIDTHS ALLOWED)
am6 a0 co" m Cal „ a
m m • $$
CZ9 m Z Z DV
Wr Nr N e8�
W w o0
o� om b• • a0 8^d
m
• MULLIONS ` ` m
4" V I T •• Engn UAVAP AHMAD I •� g
'.CIVIL. '.PRODUCT•RESV1SMD 6
FLA..PE N 70'042 p�5"�°DPIYInB wiW NO Flaida
0.A.N.3538 'L''0*8 CDde
,f,ua-mce No �e
(�') m • • • l G.S;-.S:on�c 0 1p 8 rJ
ter .
1.7 Z0�1. drawing no.
20 I 40 ID 60 70 80 20 38 ,40,•54J �� • • :!g 30 40 60 60 70 80 P M95-190
TRIBUTARY WIDTH - INCHES TRIBUiAR`� WIDTH•- INIHES • • TRIBUTARY WIDTH - INCHES
sheet 2 of 5
••• • • • • ••• • •
• • • • • • • • • •
uC.)
'V O1
m ANCHOR LOAD CHART m ANCHOR LOAD CHART ANCHOR LOAD CHART Z
In
ANCHORS TYPE A MI 5 _ /8 _O i
TYPEA m F
q 0
N Co
m e-3 8•' M L SPAN m
0
I%
IMMa
01
cf
am am
\J50t!58" a L
�
0 10 7 - / ' I.4t-N.
lSi am 0 p B •• O f k
J J m O
m m z OD
!` NA F-r m
Ld Ld o m V) z
~mILA o r z
m m m 0 R
N LO 0 g a v
w
ED
U CJ o
ANCHORS TYPE B ANCHORS TYPE C ~ U N M
m TYPEB TYPEC r i
z I N�
20 30 40 50 60 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 80 a i
TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES
a BMW
Cl m x
0
HORIZONTAL MULLION
ANCHORS TYPE ANCHORS TYPE yy y
A.B OR C A,8 DR C ARCHES TO BE INSCRIBED C C
INSIDE RECTANGULAR SHAPE Y C
LAZING l ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER i5
Munlio r LOCATIONS AT HEAD, SILL OR JAMB ENDS. u 3�
3
GLAZING GLAZING FOR ANCHORS DESCRIPTION SEE SHEET 4.
CT $
�IDA ANCHOR
PRODUPRODUCT AIL/i (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
c u 4
GMZING GLAZING n O 'ry e1
PRODUCT PRODUCE ANCHORS TYPE o 0 0
0.—••• • • • • • ••
�ANCHORs • • • • • • • • • ;.'C 1-1-1-1
A.B OR C • •• • • • • • O
_ MULLION SPAN +I • •• • • • • ••• • .
W1 , • • • • • • m
•• 000 • •
W2 • •• • • ••• Engl:JAyAD AAMP4 PRODUCPRMSBD n g
FIf� YMLg7�0p592: �piring with dw Flarlb
PN
�•C.Ia�.N.�tI BuHdmg Cade —
Aeaptaloe
TYPICAL MULLION ARRANGEMENT • • ••: 0:0 •• • • SPR 1` ISxpiratioRDatet$ 8 o E
••• • • • • • Br o
Wl + W2 • • • • • • • • • Miami drowing no,
WIDTH (W) = • •• • • •• • • ••
z ANCHORS Mss—t9A
sheet 3 of $
••• • • • • ••• • •
• • • • • • • • • •
• •• •• 000 • •• ••
ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' V
_L�
I
NOTCH VDOD DUCK ��
• d/4"a ULTRACON TO ACCOMODATE
1/ANGLE •d•.1/4'4 ULTRACON CLTP,ANGLE TO MASONRY Z
2 ALUMX1/8"ANGLE g 2 ALUMXA 1/0- � 7/ANGLE 2 X 2 X 1/8" IBY s
• ALUM ANGLE • TUBE MULLION �. O
• 14 S.M.S. • rx1'_,t
______2/ANGLE . 2/ANOI£ / 14 S.M.S. _____ Q�,° J/ANGLEI a__ +I -__ ___ LTRACONl__ _s MIN. EMBED -_____La,^,�ks V n
__ . ;2/ANGLE NNN///0 `t
00 0
- --- 1/2"MAX.
[MULLION [MULLION MULLION d , TYP. LL=u)
• •CONCRETE OR a W F
MASONRY BLOCKS
O
lWOOR Buc 18Y OR 2BY m
MULLION d MULLION WOOD BUCK
Z
2 X 2 X 1/8" 2 X 2 X 1/8' • MULLION 2 X 2 X 1/8" 29Y Z I
ALUM ANGLE ALUM ANGLE TUBE MULLION Q F
ALUM ANq.E 3-5 8•
2-5/8'LONG 2-5/8"LONG z / LONG J
.pp
d ., a
--- ------- ---,------- o --- -------
---------------
i - --e—- �_______= m Urt
wo
d W u~i n"tea
� � i oil ..• i � �F� I � VM
' I O O •Z $$_ ______-_______ Z
I �7 4
I a IC I/7 • rj� - Q N .
I _ �0
n i - Q 5 15
1.500 1.500 ' --- U on S W
MAX. --------- ---�---- -- O
1/2"MAX.
° TYP.
1.500 •• y y
MAX. C C
FLOATING MULLION CLIPc R
i ALTERNATE TO ANGLES ALL CASES c°- g Q
CLIPS TO FIT SNUG INTO TUBE MULLIONS
MULLION i 'u
, , • a�a8�
2 X 2 X 1/8'
ALUM ANGLE I
' I / 14 S.M.S.
o �
1 ---------__i I -
j, 1.500 I 2/ANGLE ULTRACON BY ' O' (Fu-177 KSI,Fy-155 KSI) a o '^j
i MIN. 1 •• ••• •IN 0 D DUq?bR WOOD STRUCTURES 0 a
I I '
NOTCH ANGLES TO • • • Y WOOD BUCKS NOT BY CURVATECH c m
I I MISS MARBLE SILL • • Is-4/21V �N•FENETRATION INTO WOOD C U
Q I I 1 OR TRIM • •• • • • • ••• • MUST SUSTAIN LOADS-
OR
�S , I • • •THfiU ♦8Y•BUEK91NTO EONC. OR MASONRY
3 •• ••• 1*1/4'•IAIN.tM61ED•111TO CONC. OR MASONRY E�4r'"''.4�iy�µ' PRODUCTREVIS8D
° DIRECTLY INTO MASONRY rte:fE/70592 .comTdying with gm FIod& n
d• - C A.N�, 38 Building Code
2-1/¢"
°MIN /1-1 4" MIN. EMBED INTO C2NC. OR MASONRY 'ccePtunocNo IZ• OQ i
• • ••• ••n ••• ••• •• I �cPeation D.M �QDlB c
a • • ANMiOR•EDGE DISTANr•Fc•• - _ :By
C• ' "
• PRELIAST°CONC. E • ••• • • 4 � draw,
SILL 1/4"Ow.ULTRACON • • • • �& COYCRETCL AND MASONRY - 2-1/2" MIN. mieuU Pro 1 9 00•
7-1/2"MIN. EMBED • •• ONTO W0010STRUMURE =•I•MIN.
1/AN
• •
If11'0 MEAL STRUCTURE =•5/8" MIN. M95-19A
sheet 40t 5
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
U
11*� <
�Y rn
i
og
O
12
8�
0
0f
0
ALUM ANGLE
2 X 3/4 X 1/8" Q W
1-5/8"LONG(FOR 2"TUBE)
/14 S.M.S. LONG(FOR '"
TUBE)
2/ANGLE(CHART A&B) J-5/8"LONG(FOR 4,5'& 6"TUBES)
J/ANGLE(CHART C) m
m
LEGS EKED TUBE MULLION ACCESS HOLE N 0 O1
Z
14 S.M.S.
O
2/ANGLE(CHART A& B) _j ..
-______ J/ANGLE(CHART C) ? O
____
TUBE MULLION M X~
W
UrTim
---------- — --------------- -------
tl
I 1 iP Z I M�
Y 1 a N
IY �
THIS SCREW CAN BE i J 3
tl Y INSTALLED IN EITHER I Q O
g l I d DIRECTION qIp I Urn
tl1 1Y V
hi Lh O
1 i l4FH- S.M.S IBY OR 28Y i I
1 TUBE MULLION 2/ANGLE�CHARf A&8) 1 TUBE MULLION
I i 3/ANGLE(CHART C) ; u
I
I in
in
ANCHORS DETAIL #1 5 t"
METAL TO METAL CONNECTION
0• d
•• •i• •• • • • ••
Engr.. VAO AH A0, PRODUCT REVISBD
PE •TOggq %+cmplyin4 with Ow Fimids Q
C.A.NI�57' BWldinB Code - -
• ••• ••• ••• •i• ••• Araptawe No .02
Expituia•_,0
• • • • • • •1•:. 8
•i• • • •• • • •• • 1 I�. Q�
By
Produet drowiC nq no.
M95-19A
sheet$of 5
Or
• • • • • • • • • •
• •• •• • • • •• ••
NOTICE OF PRODUCT CERTIFICATION
/ r \ t Company: JELD-WEN Exterior Doors Certificatiou No.: N101 1,082
3737,Lakeport Boulevard CertiGcatiou Date: 05/01/2012
Klamath Falls,OR 97601 Expiration Date: 08/31/2015
Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelites(wood frame)
Specifications Tested To: TAS 201/202/203-94
The-Notice of Product Certification"is only valid if the NAN1I Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
N,4M1's Certified Product Listing at+t+vw.iYamicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Jnswing Glazed Design Water Missile Test Report Slumber
Configuration or or Maximum Pressure Test Impact &
Outswing Opaque Size Pos/Neg Pressure Rated Comments
O/S Opaque 3'2"x 6'10" +66/-70 10-0 psf Yes CTL.a 69ov
Single Max Panel Size: 3'0"x 6'8"
Insialla_ti_on Details, S-2104(I-8)
OX/XO O/S Door-Opaque +6
3'S"x 6'10" 6/_70 l0.0 psf Door-Yes CTL: 696NN' -
Single w/Sidelite Sidelite-Glazed Sidelite-No Nlax Panel Size: 3'0",N 6'8"
Sidelite DLO:6"x 5'3"(lib"Tempered Glass)
Installation Details: S-2104(148)
OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Fes CTLA-696x5'
Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 6'8"
Sidelite DLO:6"x 5'3"(1/8"Tempered Glass)
_Installation Details: S-2103(1-8)
XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696 1
Double Max Panel Size: 3'0"x 6'4'•
r Installation Detaits: S-2104(1-81
OXXO ' O/S Doors-Opaque 8'1I"x 6'10" +57/-57 8.55 psf —Doo r-1'es CTLA-696\'
Double++/Sidelites Sidelites-Glazed Sidelites-No 61ax Panel Size: 3'0"x 6'8"
Sidelite t)1,0:6"x 5'3"(1/8"Tempered Glass)
Installation Details: S-210411-8)
National Accreditation&Management Institute,Inc./4794 George NYashingion Memorial Highway/Hayes,VA 072
Tel: (804)684-5124/Fax: (804)684-5122
INAIMI AUTHORIZED SIGNATURE:
�j 74.5 MAX.0A.FRAME WIDTH 7025'MAX.OA.FRAME WIDTH
�JL17 ♦�LN® Steel .B75 M. .,25 .75 75'MULL 15.5•MAX.OA
�fI�36.625'MAX.OA TMP. 84R 1YP. SIDELRE FRAME WIDTH
-8 PANEL WIDTH 36'AW(.OA�1 F171JPPAIEL
6 MAX O.A.TH-I 11'MAX.O.A.
ENERGYSAYEWCON7WR6"d'ROOD EDDEDPAIN/ESIEEL OU/SWING W/ASTppCu I PANEL N707H M. W7D1H - PANEL WIDTH
MIPACTDOOROM76WITNA M7T/pYTS/DELRES O
GENERAL NOTES ® ® ® ® ® ® U mLb
r^
INACTIVE ACTIVE 6'MAX. ?¢y
I.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING BO' �• D.A.GL0. 2 y Q N
CODE AND HIGH VELOCITY HURRICANE ZONE'THAI'REQUIREMENTS. MAXWIDTH
ANW M+W
2.WOOD BUCKS By DINERS,MUST BE ANCHORED PROPERLY TO TRANSFER ' '
LOA05 TO THE STRUCTURE CA CA.
PANEL PANEL 63.125'
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGHT HEIGHT MAX.
DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL S/4L1 BE BEYOND WALL • • OA. A•e x d
DRESSING OR STUCCO, 8125' 81.15' D.L.Q.
4.SEETABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. MAX, MAK HEIGHT
5 THIS PRODUCT MEETS THE WALTER REQUIREMENTS FOR 7NHZ'ZONES. SEE OA • OA •
THE DESIGN PRESSURE CWART BELOW FRAME FRAME
6.DOORS ARE IMPACT RATED AND W NOT REQUIRE MUNI-RADE HEOH7 HEIGHT .Y .�
APPROVED IMPACT RESISTANT SHUTTERS.
7.MIAMI-RADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED �
FOR SIDEUTES a _
8.SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE w
CONFIGURATION, o eU
1 SINGLE C.IMPACT �• §Z
0.615'
0.75'J 0,625 UNR(O W/NON-IMPACT Mai G
611YI ITFS VIEWED FFOY FY7FRNYt - i�
RESIOEMIA IN6UUTEC STEEL DOOR ICanrnon 10 as haan mndtims w w
00UBLE OUNSW9NG IMPACT UNR(XXL ��
COMPONENT CONSTRUCTIONS VIEWED FROM EXTERIOR 107'MAX.GA FRAME W07H o?z
77.75'WAX.OA. .875'
x Face sheets 24 ga.(0.020 minim m fnicNrress,Galvanized Steel A-525 FRAME WIDTH nR ,115' .IS'MULL 15.5'MAX.WEGA. o m��
c rcial quality-AKDQ per ASTM 620 rifh average minimum yield 36.625'MAX.OA BAR ' SIDELINE FRAME WIDiN P
36'MAX.OA 36'MAK.CA 14 14'MAX.O.A o� w
strengM Fy(ave.)=21,600 psi. .8751YP. PANEL WIDTH -(
PANEL.WIDTH PANEL WIDTH I PANEL WIDTH
Cors des'anExpandetl Pdydyr,ne with 1.0 to 1.25 lbs/of density,by W/ASTRAL y m
JELD-WEN,INC.
Door Panty Construction:Ire active and inactive panels art constricted ham k o
2164.(0.020'min)galvanized steel.The,ott sheet fops and bottoms ar ® ® ® ® ® ® 3 d
bent 9 1 over high.
antl el b,U mils.The top LVL rail measures 1.67'a 6'MAX
ride x 1.012'nigh.The sled bottom rad is rdl formM 0.021'galvanized INACTIVE OA.GLO. 5 �`
steel mea urmg 1.67'ride x 1.21'high. The sides o,the food sheet or, W. � WI
BO' .>� DTH
roll tmmsd ,to the LK latch stile and Pond-Pine hinge dile which MAX. MAX,
/ocesr,1.67'x 1.0'.The interior comity is filled Rh polystyrene. The OA OA C C
sheets ore glued to the potystyr,ne. PANEL PANEL 63.115' o z w
Fred Lite Const:The sash is constructed ham 24GA(0.020'min.)9.Nonaed HEIGHT HEIGHT MAX. w S
steel.the edges of the face sheet are bent 9P over the polystyr,ne core g • GA w+ �
nd glued to it.The sidelite pohe arc routed to receive the ODE Lip Lite 81.25' 81.25' 0H GLO. F o
Frames or the optional Tnnity Light Frames.(See sheet 7 for glazing MAX, MAX. HEIGHT
details.) The lite frames are sealed r/QSD glozirg compound an the OA • OA. •
oA
menor. FPAIE FlNME o o
Fra Construction'The frames arc consfrucfetl ff-Pondemso Pin bs HEIGHT HEIGHT `�'-
meeasuring 1.15 ride x 45625'deepthe door and sU ohe Tread jambs G ei
m Hised and butt joined to the side jambs vnd attached with(J)16G1 4�
2'x 7/16'crown h,staples.The units use a standartl bump foce Pemko 010 g S '
threshdd measuring 1.041"deep s I.0'high.The thr,snoM is akached to _
In,frame rifh J I6GA 1'x 7 16 cmwn nr,Ito ks. DOUBLE OUISN7NC IMPACT ___ .e
tllltNO,
UNIT(QXXQ)W/NON-IMPACT g
TABLEOFCONTENTS 0.625' 0.75 0.625' F SIOELITEG HEWED FROM EXTERIOR
SMT DESCRIPTION SINGLE OUTSWING IMPACT UNIT(X) `1\I x w o o m
1 GENERA NOTES AND TYPICAL ELEVATIONS YIEWED FROM EXTERIOR 4, :'� ry5{ ' 9-11-076
TABLE 1: 'Z k
1 VERTICAL CROSS SECTIONS AND BILL OF INTERNE$ - �; Prepared By sruuz N.T.S.
_J NOR120NTA CROSS SECTIONS DESIGN PRESSURE WIDE
_ WJ
1 HORIZONTAL CROSS SECTIONS AND NOTES MRLTIMIM)LI REOM2'IRNT 6 NEIDED t t O _ �..S,SAFFELL
5 ANCHORING LOCATIONS AND DETAILS SM 1/DOOR IMT(Y,04 XQ DAO)
6 ANCHORING LOCATIONS AND DETAILS W/WD NON-IMPACT BDB/IEfi' ♦66 pd-70 Wf 't II d b Hermes F Norera.P.E. S Ho.
7 GLAZING DETAILS gi a y s�gne y BUILDING DROPS,INC.
""BE DOOR IMT A OXX,YXM OXXO) 157 5] Y or[I am approving this tlocument %� 5-2104
8 UNIT COMPONENTS W N0t1-AP/GT 6WBIIFS Pxf- p �Ai•rl{xo±sic Phone:407-644-6957
/WD te:2012 A5.01 17:5135 D4'00' A7 w Ab�apn Fax:407-644-2766 sH[A1 of 8
0.75'MIN. CONCRETE/ 0.75'MIN. CONCRETEOESCRfn
EDGE DISI. MASONRY 51 EDGE DIST. MASONRY/ 51 7 DOOR STEEL FACE SHEET Z4GA 0.010 IN. STEEL
1.50' BY OTHER$ 1.50' BY 0TH 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE W000
r MIN. MIN. 3 FRAME HINGE JAMB FINGER JOIIIED PCNOEROSA"HE WOOD
0.150 I EMB. 1 g EMB. 1 B 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD
MAX. 5 4'x 4' TT HRN 12 a. BY RACER C.
SHIM 20 20 6 X 1'PFH W000 SCREW HINGE TO DOOR) qTFEl
7 DOOR LATCH STILE EYE
244 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM U m v
0.250' j//j/ 9 BRAD TRIM NAI,6GA X 1 FOR MULLION CAP STEEL2¢An m MAX. 10 COMPRESSION WEATHERSTRIP FOAM
11 SHIM 32 11 1 DOOR TOP RAL LVL IZ+L Y
SEE DETAIL 7 SEE DETAIL 7 12 GOOF BOTTOM RAIL STEEL 3 ^v
ON SHEET 5 1 ON SHEET 5 13 DOOR HINGE STILE FINGER JOINTED PONDEROS4 PINE WOOD g N
EE NOTE ETON 31 14 10 x 1 3 4'PER WOOD SCREW STEEL W H, _
17 SHi.4 29 SEE NOTE 3 0 IS LOG(BLOCK FINGER JOINTED PONDEROSA PINE WOOD ee"v[d
10 SHT.4 16 J 16 ITW TAPCON ANCHOR W 1 1 4 MIN.EMBED. STEEL
17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib.cf DENSITY BY JELD-WEN FOAM
1.750•MIN 1.750•MIN. 18 NOT USED -
PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD
1 20 SHIM 0.25'MAX.iNK.HIGH OENSIIY PLASTIC OR GREATER) -
SEE NOTE 2 ON2 21 KWIKSET 400 SERIES KNOB STEEL
12 KWIKSET TITAN 700 SERIES DFADBOL7 NOT SHOWN STEEL
SHT.4 38 2J x 1 1 2 PCISCREW ODL LITE FRAME STEEL _
4$ 21 L8.2*PER WOOD SCREW STEEL
25 8 x 1 1 1'PFH 11 SCREW STEEL op
0.125'MIN. 4 26 10 x I'PEH WOOD SCREW MPERVL ASTRAGAL i0 DOOR STEEL 6 w
LUSS THK. 27 10 x 1'PER WOOD SCREW STEEL
28 MULLION GP WOOD
INTERIOREXTERIOR EXTERR) 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE
81.15 80.0' 81.15' 80.0' 3p GLAZING COMPOUND OSD BY ODL SILICONE oma m�m
MAX. MAX. MAX. SEE GLAZING MAY. 31 BRAD TRIM NAIL 1664 x 314- FOR 3/9-QUARTER.ROUND, STEEL
32 318-QUARTER ROUND SIDELINE STOP S�
FRAME PANEL FRAME DETAILS,SHEET--- PANEL WIDE
33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF
HEIGHT HEIGHT 34 SCHUGE KNOB SET F51 STEEL
HEIGHT HEIGHT �� o
35 SCMUGE O6IDBOLT 8360(NOT-SHOWN) STEEL 3 �
36 SIOELITE STEEL FACE SHEET 2461 0.020'MIN.STEEL STEEL
SEE NOTE 2 ON 3 37 7 8 TEMPERED GLASS BY PPC GLASS 5 r
2 38 LRE FRAME SG SPARTECH POLYCOM PP5530 CIJ POLYPROP
SHT 4 39 PRESSURE TREATED MULLION flAR J 4'K#
9/16 x 81 114') P.7.WOOD
- 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL) ALUMINUM
38 41 ASTRAGAL STRIKE PLATE BY IMPERIALSTEEL zz
42 1 YALE KNOB HERITAGE SERIES STEEL E+S
1 36 43 YALE OEADROLT HERITAGE SERIES NOT SHOWN STEEL o
1744 SIDELNE FRAME HEAD,SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD
EE NOTE 6 ON 2B 17 G
SET.4 AS LINE FRAME BY TRINITY FOR 1 Y I.G.U. POLYPROP.
7 0 32 46 112*INSULATED TEMPERED GLASS BI iRI1lIl'AYPAC CUSS
EE NOTE 8 ON 1 B47 L FRAM 1RIN11Y F 1' ED P. m y
EE NOTE 9 ON 3 SHT 4 SEE 48 1'INSULATED TEMPERED CUSS BY TRINITY AYPAC GLASS c aw'
SHT.4 16 NOTE 3 49 LITE;FAME SCREW 6 x 1 1 2'LONG PANHEAD BY TRINITY)
STEEL g
12 SEE DETAIL 7 50 GLAZIO COYPOIINO DOW 1199 SILICONE
ON SHEET 5 ON SHi.4
8 � 31 51 10 WOOD INSTALLATION SCREW W 1.50 MIN.EMBEDMENT STEEL
52 DOOR LATCH STRIKE PLATE STEEL
.625' 44 \�\ \\\\\ 53 DOOR LATCH DEAD BOLT STRIKE PLATE NNz STEEL o g o
•• } 1.15' `1�G:4GHK `'P 9-11-01
6
_ MIN. CONCRET
NG 7:377 Prepared By: N.T.S.
1.25" 2.50"uIN� CONCRETE/ EMB. 1.75'. 250'MIN MASONRYE/ ,*:;`�, JWJ
MIN. EDGE OISi. MASONRY MIN. EDGE DISEOTHERS 5.SAFFELL
BY
EMB. BY OTHERS
VERTICAL CROSS SECTION Bel VERTICAL CROSS SECTION °° �'.` BUILDING DROPS,INC. 5-2104
`2f WITH HIGH DAM THRESHOLD LJ A7 SIOELI7E SASH '•Y� Phone:407-644-6957
Alf,
7 w n id assn Fax:407-6M-2766 cr 2 or 8
SEE NOTE 4 25 79 20 4 52 7 1 15 13 6 5 6 3 20 19 2 SEE NOTE 7
ON SHT 4 21 42 34 ON SH7.4
o
EXTERIORS
1.750"MIN. 2¢of ive
PANEL THK. Q 00-'
3Yi�
J i
CONCRETE/
/
MASONRY
• \ BY OTHERS
1NffRIOR ON SHEET 5 INTERIOR SEE
0.751 MI \\\ 57 10 1 77 17 1 70 51 %j/ .n 0.75"MIN. mu
EDGE DI
T. °a SEE DETAIL 5 EDGE IST.
DETAIL 5
ON SHEET 5
_0.250"MAY. HORIZONTAL CROSS SECTION (�HORIZONTAL CROSS SECTION �o zo
�3J ATCH JAMB TO BUCK HINGE JAMB 70 BUCK O.T50"MAX. a
• 1.50'MI� SHIM SHIM 1.50"MIN. o m
CONCRETE/ EMBED. EMBED.
a� rc
MASONRY S o
Br OTHERS _
SEE NOTE 1 26 40 ;
ON SHT 4 ASTRAGAL THROW BOLTS(2)TOTAL;(i EACH)
17 15 1 7 40 52 7 1 15 21 42 34 EXTER108 0.31"DIA x 9.0°LG.AT TOP&BOTTOM 5 t
INACTI EXTERIOR ACTIVE
SEE NOTE 26 z o
1 SHT.4 ,�",
INTERIOR 10
DETAIL 1 i c�
ASTRAGAL TO STILE ATTACHMENT g
1.750'MIN / NOTE:ITEM 24 NOT SHOWN THIS __ o
PANEL THK VIEW FOR CLAR`�IIIIII„ ' 3
_ omo
/I INTERIOR .�`',',FS F N
ol
SEE DETAIL / W ,.BWSk.. W9-11-01�
SEE NOTE 4 24 1 ON THIS J 70 7 17 _ Prc"'r 8y: N.T.S.
ON SH7.4 SHEEP =*X N Y76 .i JWJ
-STATE Or C= ax.W:S.SAFFELL
HORIZONTAL CROSS SECTION :tea' S _
AT IMPERIAL ASTRAGALo�+:i.'�.•Si BUILDING DROPS,TNG S-2104
��vj%7' Pho m:407-6N-6957
AE xd mn Fax:407-614-1766 v�[n 3 of 8
3 SEE NOTE 424 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 28 9 44 14 SEE NOTE 7
ON SHi.4
ON SHT.4
32
4 45 36
EXTERIOR
SEE NOTE 31.750"MIN. G
ON SHT.4 31 EXTERIOR PANEL THK. 36 17
ti m o e
3 2 j
Lu W LL
INTERIOR \\�
SEE CUBING 38 // Y INTERIOR 10 / \\\ SEE NOTE 2 2
DETAILS, / 1 O SEE NOTE 5 \ ON SHT.4
SHEET 7 "•
SEE NOTE 6 29 /// \\\ 25 25S NOTE 1 17 1 1 ON SHT.4 25 j j/ \�\ 29 SEE NOTE 6
ON SHT 4
ON SHi.4 SEE DETAIL 5 SEE DETAIL 5o
0.750" ON SHEET 5
ON SHEET 5 ��
0.750" SEE GLAZING
39 /fes HORIZONTAL CROSS SECTION 39 DETAILS,SHEET 7
of
(1 HORIZONTAL CROSS SECTION
�4J AT SIDELITE 70 LATCH JAMB `4f AT SIDELITE TO HINGE JAMB U�
NOTES: CONCRETE/
SEE NOTE 3
1. SPACING FOR ITEM 126 THE 110 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 ON SHT 4 3 . A, o
BY OTHERS 3 m
AS FOLLOWS: FROM THE TOP DOWN&THE BOTTOM UP: 1.0 2.5 4.0 5.5 13.0", 1&0"&2&0 a
1. SPACING FOR ITEM 123 THE18 x 1 1/2"PLASCREW IS AS FOLLOWS' SEE GLAZING
TOP&BOTTOM HORIZONTALLY SIDELITE PANEL 3.0'IN FROM EACH CORNER. 32 36 38 45 4 DETAILS,SHEET 7
QN THE SIDES.VERTICALLY FOR THE SIDELITE PANELS 3.0 13.0 26.0 39.0 52.0"&63.0-
3 SPACING FOR ITEM 131THE 16GA x 3/4•BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND
ITEM 19 THE 16CA.X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY,IS AS \ o a W
FOLLOWS: TOP&BOTTOM HORIZONTALLY(FOR THE 3/8"QUARTER ROUNDI' 1.25"IN FROM EACH CORNER WITH EXTERIOR R
(1)NAIL MID-SPAN.
ON THE SIDES VERTICALLY(FOR BOTH 3/8'QUARTER ROUND&MULLION CAP) 1.25'FROM EACH END&SIX MORE
EQUALLY SPACED ON THE FIELD. \\
4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125,A 18 x 2 1/2"PFH WOOD SCREW. \ 0.125"MIN. INTERIOR o c
WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124,A 18 x 2" GLASS THK.
PFH WOOD SCREW.
5. SPACING FOR ITEM 125 THE 18 x Z 1/1"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, \
_ IS AS FOLLOWS:6.0"FROM EACH VERTICAL CORNER WITH(4)MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 2 N
6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W ITEM 29 SILICONE CAULK ON THREE SIDES AND / ON SHT.4 0 0
_ / 1 \ HORIZONTAL CROSS SECTION _
3/8 QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4"LONG \ �J` LITE 70 BUCK
0.75'MIN \\ 29 SEE NOTE 6 `(�TI r�19� o$o$
7. WHEN ATTACHING THE HINGE 70 THE JAMB AND BUCK USE ITEM 117,A 170 x 2'PFH SCREW. WHEN ATTACHING \ xx o
THE HINGE TO THE JAMB AND SIDELITE JAMB A7 THE MULLION USE ITEM 114,A 110 x 1 3/4"PFH WOOD SCREW.EDGE DIST ON SHE.4
8. SPACING FOR ITEM 149 THE 16 x 1 I/2"PANHEAD SCREW(TRINITY LITEFRAME)IS AS FOLLOWS: SEE DETAIL 5 j�� •''�, WS�-{'A'G aAxc. 9-11-01
_ SIDELITE UTEFRAME FROM THE TOP DOWN VERTICALLY 3.15, 18.0625,31.8125',47.5625"&62.625 ON SHEET 5 prcPax�y g1., scac N.T.S.
SIDELITE UTEFRAME TOP&BOTTOM.FROM THE LEFT:ONE(1)SCREW AT 4.4375•. Nu 7Y377 - orc
9. ALTERNATE CONCRETE MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE 0.250'MAX. * .._..3 'k' 'F Z JWJ
/ SHIM `STATE qF a'= cex_w S.SAFFELL
USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. .z rr� ��
10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INSTALLING INTO 1.50•MIN. T wt4 i o• ? BUILDING DROPS,INC.
EMBED. S-2104
MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. 0�.� Phone:407-644-6957
revxn x6.nsxe Fax:407-644-2366 4 or 8
g so 9 ria '3NI 99CZ-44s-L04-3 up u� n xu
CX, sd9-L04
bOIZ-S 'Sd0a0 ONg11/1g
113i3Y5'SfAir
SIN � :Ag P..day 4LLf['itiN
O S \ S
rr'In111�d`�
801a31N1 Mai 03M3N
22
000 31Einoc
801831NI RM 03CLA S 133HS NO
- 1 C 1M130 33S
636
—4)
a
'dki dAl 3L 'du.00'L .00-C
BS'B ,009 'dAl,00' du.�C -=dAl,00"f
OOL
—I I I I I
,SZ9'9C .969 9f
II - - 91 - -
z
>_
i m I I ,OS'S 1H 13H - Los's _ - 1HOI3H
o� 1 31YV83SZ 1 / 3MV83
xYO
133HS NO XVII
som S 9 71V130 335 ,SZ'lg
S 1lYL30 NO
I _ _ ,SZ18
�- - V130 335
99'Cl 0 SZ ,SB'fl
0 b U3H5 NO S3JYd5 ,IC S3JVd5
_ S3 9Vd5 S �S 310N 33S S
'dU - duL n
du
is is is
w S 133HS NO .S(CC - - 'd),L 9 'dkl 9 .SLrL I I I III III I I d1.1 9
=s u b 1N130 335 -T 'dU,00' ,00" du '
.009 'NO du 'ddl,00" .00£
'dA1,14'FldU,00' ,OOf
2 4S1N130S335 "dA1,lb'9l 'du.OS4
S 133HS NO
Z 11Y130 33S
-.�� H101M 3WY83
1g g
o V0 XVYI,SL'Lf
H101M 311VaU'V'0'XVIY,00'LOl
g so S �3us 99CZ-149-LO4:+03 usez`p A, w aWVf 01 S31Yld 3NI&S 7VOV81SV 01 S31Yld 3NIa1S a000 8 9W 01 S39NIH 31Y1d 3AWS IYJVa15Y 31Y1d 3)0181S 1YOV81SV
Z969 LO* a+o4d BOW H - IY13C
40l -S '3M'SdOao ONIOWIB
173d3VS'S
rmr 4 L33HS 4
ALL' oN
S1N rnos AS P',°-d 310N 335 lb
00
9
I I .os's I I .os s 9 �
SdOHJNV NO011V1SNl 803 NNIS2131NO17'JrrrrL
J,i33HS
- 4 13dHS NO 310N 33S
$
OL 31ON 33S CS S BL SZ
1HS SIHl NO
C INDO 33S
ANIS-3
'NIVI,SIDE -'
du 'du,00'C d 9
'dU.00Y ,OO f ,SZ I Z I .du.00.
x s 'du.00' .00F
a Q, du
9l SZ9 9f
'zoo 9l ,SZ9'9f
y ,If
oA a
R /
; _ I 1Hs13H
m ,05'51 1H 13H ,OS'S 3MMA
3mvw 1 / V'0
Y'0 NV19
-�f S�B '1H5 SIHI NO
- - - - 'IHS SIHI NO S 1IV130 33S ,SB f 1 0
7S 9 7N130 335 ,49F1 0 S3JVdS
4 133HS NO 53JVdS S
,lf - - S 310N 335 - S ,!£ 1dlJ
9
oc w rn 1 lS IS
2 Z�rn \ lS �
All _ -1HS SIW NO ,9LfI I I 11 I 1 'dAi 9 T
? b 1IV130 33S 'du.00' 1
U o a ,00' ,00 L .O ldAi.00'9 .�9
x m. 0pg ,BS'9 ,00'C 114S SIHI NO 'du.00' 3SL
C 'd-LL,05'4 4 11Y130 33S
1HS SIHI NO�J
Z 1IY130 335
H101M 3Wb8d'Y'0'XVYI,SZ'OL H101M 31Y83 10 1111.1111—
17 50 30 3
d
�xn
EXTERIOR 50 Ci m¢o h
0.115"MIN. 2¢vi
TEMP.GLASS
HICKNESS W Y
7 tY Y Q
0.50'
INTERIOR CLASS
BITE 1 29 50 29 46
50 38 2 SEE NOTE 2
ON SHT.4
EXTERIOR 0.500"MIN. W
GLAZING DETAIL 1 GLASS THK. 0.125'TEMP. 0.250•AIR o��
OOL LITE FRAME SINGLE PANE GLASS SPACE ? o
1/8"TEMPERED GLASS y
SPARTECH o m l
POLYCOM PP5530 CIJ
.25'x.50" 0.125'TEMP. wg312
INTERIOR 0.50 INTERCEPT GLASS
CLASS STEEL SPACER a�
)SEE
BRE
50 45 49 SEE NOTE 8
29 48 ON SHT.4 5 i
EXTERIOR 0.125•TEMP. GUZIN DETAIL 2 W
CLASS TRINITY LITE FRAME
1/2•INSULATED TEMPERED GLASS o
LUPOY EU-5007 -
1.000"MIN. e
GLASS THK. 0.750 AIR SPACE
1
.75"x.50"IMERC 0.125"TEMP. ALL GLAZING CONFIGURATIONS
INTERIORSTEEL SPACER GLASS SHALL COMPLY WITH SAFETY _ 0 0
0.50'
CLASS GLAZING REQUIREMENTS OUTLINED
BITE IN FBC SECTION 2406.
OTE B uunHr.4 xxxFS F N
GLAZING DETAIL3 Na 7377f Pmpvm By: N.T.S.
TRINITY LITE FRAME * ..'l* *_ owc.ar: JWJ
_
I'INSULATED TEMPERED GLASS v --STATE OF 2= er:S.SAFFELL
LUPOY EU-5007 OT 5
BUILDING DROPS,INC. W 5-2104
Phone:407-644-6957 ortn
K aA�aum Fax:407-644-1766 vi[n 7 ov 8
-1.670'-I ' 1.670" -1.670" 1.670' 4.5625"
2.188 _L
1.210" � 1.000' LDOD 1.042" 250' -/ 0.750"
/ 0.500• i a
12 DOOR BOTTOM RAIL 13 FINGERO OINTEDEPONDEROSA O7 DOOR LATCH STILE 11 DOOR TOP RAIL 2 3 WOOD JAMB V m v
24GA 0.021 STEEL LVL LVL
PINE WOOD FINGER JOINTED O-'
4 44 PONDEROSA PINE yZj W
�+9fi3-� -.{1.- d
0.517" I I 0.125"
n �^xa
1.645' , X/ 0.529'
0.380" (fid-0.5000•
-0.803 0.140'
570 1
1750" 1.750
� 752"
2.519" 61'0. I 2 -I
33 CORNER BLOCK FOR IO COMPRESSION WEATHERSRTIP ni/'LG.TRINITY LITE FRAME /.11•I G TRINITY LITE FRAME F i
STEEL BOTTOM RAIL SCHLEGEL O-LON ODS 650 POLYPROP. POLYPROP. POLYPROP.
MDF x 3.0'LONG TRINITY PLASTIC LITE KIT MATERNL TRINITY P__C LITE K17 MATERUL ODL P'-TIC LITE KIi MATERW. °f o o
1.500"-I APPROVED UNDER NOA 807-0828.01 APPROVED UNDER NOA l07-0828.01 APPROVED UNDER N04 W10-1209.01 w"� o
Q?i ..
1.250' 1.109'�I^
0.868-
0
.868• oo:o m
0.462" 0.585'
0.375"
--{ 0.624' O O to
318'QUARTER ROUND o <� o
t750" 1.736'0.675 ❑ 32 SIDELITE STOP 2,040' �~
2.500' 0 PINE O O ;
ASTRAGAL HAS 7W0 0.3125" 2.1
OLA.x 9'LONG BOLTS;
I I 1 ON 70P, I ON BOTTOM ® O L
F-�1.025" -I 1.381' ®T.ILuI 0.097' I- 4.000'
ASTRAGAL(IMPERIAL) ASTRAGAL STRIKE PLATE 52 DOOR LATCH STRIKE PLATE DOOR LATCH DEAD ULLION CAP HAGER STEEL BUTT HIN
41GE H
40 6063-T6 ALUMINUM (IMPERIAL 0.125'STEEL) STEEL 5J BOLT STRIKE PLATE 28 PINEM(81.25"LONG) O4"x 4"x 0.097'THK.STEEL
STEEL
17.875"
\\\\\\ 0,582" 1.000"
DIA.VARIES WITH /j//
HARDWARE USED jjj F 4.041•
OUTSWING iANDARD BU -BY MP FA iHR H
Qxxxt tt DEOxALUMINUM PEMKO
4.000' //// . ES F.N }MOOD INSERT
9-11-01
N.73i7G 'O Repare0 By: N.r.S.
STATE
vF ;�; Q ar:S.SAFFELL
WOOD LOCK BLOCK "'S S`" `�
15 FINGER JOINTED PONDEROSA
DROPS,INC.MC.
SA PINE x" '�P Phone:407-644-6957 S-2104
O cart m q.So _ fax:407-644-2366 6MEEf 8 a 8
NOTICE OF PRODUCT CERTIFICATION
It Company: JELD-WEN Exterior Doors Certification No.: NI011082
3737 Lakeport.Boulevard Certification Date: 05/01/2012
Klamath Falls,OR 97601 Expiration Date: 08/31/2015
1
Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelites(wood frame)
Specifications Tested To: TAS 201/202/203-94
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity,to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
N,4M1's Certified Product Listing at www.iNamicertification.com. NAI%11's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed i Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact &
Outswing Opaque Size Pos/Neg Pressure Rated Comments
(psf)
O!S Opaque 3'2"x 6'10" +66/-70 10.0 Psf Yes CTIA-6901V
Sinp,le Mac Panel Size: 3'0"x 6'8"
OX/XO O/S Door-O aq w, 4'S"x 6'10" +66/-70 10.0 sf Door-Yes
Ct'•t ,�Ponel Size: ci16'8 "8j
P' p' I
Single w/Sidelite Sidelite-Glazed
i Sidelite DLO:6"x 5'3"(lib"Tempered Glass)
----_- _. _ Installation Details: S-2104(1-8)___
OXO O/S Door-Opaque 5710"x 6111" +66/-70 10.0 psf Door-Yes CTLA-696W
Single w/Sidelites Sid elites-Glazed Sidelites-No Max PanelSae: 3'0"x 6'8"
Sidelite DLO:6"s 5'3"(I/8"Tempered Glass)
_ __Installation Details:
XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTL%-696%','
Double Max Panel Size: 3'0"x 6'8"
-- Inslallation Details: S-2104(1-81
OXXO O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Door-Yes CTLA-696w'
Double w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 6'8"
Sidelite DIX:6"x 5'3"(1/8"Tempered Glass)
_. Installation Details: S-2104L1-88i
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Higbway/Hayes,VA 072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
i
127 W. Fairbanks Ave.
BUILDING DROPS Suite 438
A Perfect Solution in Every Drop Winter Park, FL 32789407.644.6957 PH
Certificate of Authorization:29578 407.644.2366 FX
contact@ buildingdrops.com
Of
JELD-WEN, inc.
Energy Saver/Contour Wood Edge Opaque Steel Outswing
Door w/ or w/o Sidelites
for
Florida Product Approval
Florida Building Code 2010
Per Rule 9N-3
Method: 1 — A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Energy Saver/Contour Wood Edge Opaque
Steel Outswing Door w/or w/o Sidelites
Material: Steel/Wood
Product Dimensions: 107"X81.25"(Maximum)
Prepared For:
F. O
Prepared by: _ 1 "f , 7� y
7C r� -�
Florida Professional Engineer# 73778 A
O ;.: C O �IvP.••. 4
Date: 05/01/2012 T
Contents:
Evaluation Report Pages I -4
Installation Details Pages 5 '''���lON ��%"\\
Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E.
Reason:I am approving this document Florida No. 73778
Date:2012.05.01 17:42:30-04'00'
BUILDING DROPS FL#:
A Perfect Solution in Every Drop Date: 05/01/2012
Certificate of Authorization:29578 Report No: 2035
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Rule 9N-3.005 (1)(a)
Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites
107"X 81.25" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN, inc.
based on Rule Chapter No. 9N-3.005, Method la of the State of Florida Product Approval,
Department of Community Affairs-Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 2010 Florida Building Code.
See Installation Instructions S-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant
covering on outswing doors.
4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring
wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building
Code.
S. Site conditions that deviate from the details of drawing S-2104 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions S-2104 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 5
BUILDING DROPS FL#:
A Perfect Solution in Every Drop Date: 05/01/2012
Certificate of Authorization:29578 Report No: 2035
Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance
with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
National Accreditation&Management Institute, Inc. (FBC Organization#QUA1789)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by Certified Testing Laboratory, Inc.
(FBC Organization# TST1577)
Report#:CTLA696W, Report Date: 11/01/2001
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA 1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 5
BUILDING DROPS FL#:
A Perfect Solution in Every Drop Date: 05/01/2012Report No: 2035
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions (S-2104)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
XX,OXXO X,OXO,XO,OX
Outswing
Positive 57 PSF* Positive 66 PSF*
Negative 57 PSF Negative 70 PSF
*Units meet water infiltration requirements corresponding to noted design
pressures.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 5
BUILDING DROPS FL#:
A Perfect Solution in Every Drop 1/2012
Date: 0
Certificate of Authorization:29578 Report Noo:: 2 200355
Installation Method
JELD-WEN, inc.
Energy Saver/Contour Wood Edge Opaque Steel Outswing
Door w/ or w/o Sidelites
I II I I I I I I I I I I I I I I II I I I I I I I l i I I
I II I I I I I I I I II I I I I I
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 5
