WS-13-454 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)756-8972 I��
Inspection Number: INSP-195218 Permit Number: WS-3-13-454
Scheduled Inspection Date:July 17,2013 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: CAUCHI, PAUL&MAGDALENA Work Classification: Window/Door Replacement
Job Address:131 NE 96 Street
Miami Shores, FL Phone Number
Parcel Number 1132060132590
Project: <NONE>
Contractor: RCPA BUILDERS INC Phone: (305)233-0858
Building Department Comments
INSTALLATION OF FOUR OPENINGS IN GARAGE Infractio Passed Comments
CONVERSION INSPECTOR COMMENTS .False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-186912.
R
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
July 16,2013 For Inspections please call: (305)762-4949 Page 25 of 38
Miami Shores Village - - - -�
Building Departments : `
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax: (305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permit No. 1
PERMIT APPLICATION master Permit No.� • (,��'�
Permit Type: BUILDING ROOFING
JOB ADDRESS: ° e (04
City: Miami Shores County: Miami Dade Zip:
op
Folio/Parcel#:
Is the Building Historically Designated:Yes o Flood Zone:
OWNER:Name(Fee S' le Tideho der): lie Phone#:
Address:
City: State: Zip: V'7
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: KO—&— t U Phone#: d
Addr
City: 4o S e Zip:
Qualifier Name: Phone#:
State Certification o Registration#: Certificate of Competency#:
Contact Phone#: ° Email Ad ess: ,— •Ps
DESIGNER:Archi t/Engineen /app tly p Phone#:
glue of Wo k for this Permit:$ �°�� ��1� S iare/Linear Foota of Work:
Type of Work: ❑Addition L)AYteration ❑New ❑Repair/Replace ❑Demolition
escriptio Work: A
(,77, 0—
v ��� A * ,t Wk rVG
Color thru d1e: 4
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE
I
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 mad6 to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning. ,
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR, AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.-
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value'exceeding$2500, the,applicant must
promise in good Faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of an.,�ae¢3n must be posted at the job site
for the first inspection which occurs seven (7) days after the building perm' as t d the a of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 'riL Signature
Lf)wner or A ent oiilraclor
The forego ins ent was ackn weed efore me this The foregoing instrument wa§acknowledged befoYe me this
day of �0 I e by day of 20L�,by
o ' o y own to me or wh as produced who is personally known to me or who has produced L 1
As identification and who did take an oath., as identification and who did take an oath.
LIC: PUBLIC- 01%ii 1!►u5►q//i Z
U4!AV• iocida
Clp blic State of viol ^� .' `O .�•' !�
Sign: otafY Pu re 5eP 3'
MY Co fission#EE 12681 P n, O
Print: -. . Q= osnm na!Nota Y = �, : � `, °
M Commission Expires: °��� 8 w �\'a
Y P F F� ended
WON" My Commission Expires: gti�
�►���lrttllll\\\\\\
eY•Jcdr9c4roYafr4evY4nY�YoY4t4:rk9t9F9c�YoYeY9c4t4c4t4t4:4e Y4e4:oYd:Y3/a49e)9e3e3e9nYaY&oYoY:Y:Y4etkeYsYa}etktktk Y 44:�Y Y&9e4r9t9e4nY�Y Y9F9t�YsYoYeY�Y4rtk�Y4ttkaYeYeY�YaY9F4n4oY9nYvY9t4es4�1kt
kFnkakaYakdc�
APPROVED BY / �/�� Plans Examiner Zoning
Structural Review Clerk
(Revised 5/2/2012)(Revised 3/1212012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
3
t ,
I
e
HIAM NUAW I)ADE COUNTY,FLORIDA
MMO-DAIS FLAG LEER BUILDING
140 WEST PIAAGI.BR STRUT,SUrM 163
BEING CODE COMPLIANCE OFFICE(WM) MIAMI,FLORIDA 331 HO
PRODUCT CONTROL DIVISION (905)373-2901 FAX CM)372-6339
-NOTICE+' OF ACCEPTANCE ffOA) em-Addh=0
Jd&Wen(FL) .
355 Center Court
VewhNh FL 34283
SCOM
This MA is being issued under the applicable rules and regulations governing the use of construction
mom.The station subatte d bas been reviewed by Miami-Dade County Pry Cobol Division
and accepted by the Board ofhales and Appeals(BORA)to he used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction(AHJ).
This A'Pf?A shall net he valid after dm eViration date stated below.The Miami-Dade County Product Cool
Division(In Miami Dade County)awlor the AH3(in asp other than Miami Dade County)reserve the ri&
to have this product or maternal tool for quality assurance purposes. If this product or material fails to
worm in the armed manner,the manufacturer will incur the agwnse of such testing and the AM may
immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA
reserve, the rlgbt to revoke this acceptance, if it is tied by Miami County Product Control
Division dw this pry or material Nis to meet the requirements of the applicable building code
This product is approved as described hwein,and has linen designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRi+'TIox: W. 4g0 Fixed Top Sash"Alemleum Double Ham Wh dow—LJLL
APpHOV :Drawing No.Jam,titled"6400 Series Double dung Fixed Tap Sash
LM.I," ghi f 6,dated 05=006 revision C dated 04/084=o,pMared by PTC,
I.LC., ed glas J.McDougall,P.R.bearing the Miami-Dade County Product Control
App th Acceptance number and Approval date by the Miami-Dade County
Product
xg®and Stag 'e Impact Red6tant
s bear a label with the rves name or logo,city, and
folltr erg D Cry Product Control App road",ad",W nod hen.
RIWAI, this NOA shall be considered aJfbsr a rvval application has been filed and dun has been
no change in the applicable building code negatively affecting the performance of#ids product
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,armor maradactaue of the produce or process.Misuse of this NOA as an endorsement of
any pwdud,far sales,advertising or any other purposes ninth aftmatically terrainate this NQA.Failimto
comply with any section of this NOA shall be case for termination and removal of MA.
•ADVERTifilOOl'. :The NOA number preceded by the words Miami Dade County.Florida,and followed
by the expiration date may be displayed in advertising litarature. If any portion of the NOA is displayed,then
•it shall be done in its emirety.
IN45iPEt n0f4.A copy of this entire NOA shell be provided to the use by the manu&Mrer or its
distributors and smell be available far hopectim at the job site at the rest of the Building Offal,
This MA consists of this page 1 and evidence paw B-1 and&2,as well as approval dot mentioned
above.
The submitted documentation was reviewed by Jaime D.Gesgon,P.E.
NOA Ne;U46UA3
Rxlorlradn Dov May*,2.013
Approval Date: May No 3
Pap 1
T t
NOTICE OF ACCEP7M BMIECL SI7Bi 917MD
A. DRAWINGS
1. Manufacturees the drawings and motions.
2. €wing No JddM6.titled` Sedes Dale Hung Fixed Top Sash L.M.L,
sheets 1 through 6 of 6,dated 0512612006 with revision C dated 04108/2008,prepared
by P'TC,L.L.C.,shed and sealed by Douglas J.McDougall,P.E.
B. TESTS
2. Test reports en: 1)Air Infiltt'ativn Test,per PA 202-94
2)Uniform Static Air ftswe Test,14adiag per PA 202-94
Aloes with matked-up drawings and installation diagram ofAlununum Double Hung
Window(Fixed Upper-Sash,prepared by National Cartified Ting Laboratories,
Test Report No.NCI'L-210-3209-5,dated 10/15/2007,signed and sated by Gerald
Jobn Fenuua,P.B.
1. Test reps on: 1)Air Infiltration Tat,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Lauding per F13C TAS 202-944
3)Water Resistance Test,per FBC;,TAB 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wand Prmure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 241132.1,TAS 202-94
Along with marked-p drawing and hoWle0vn diagram of Ahmninum Double Dung
Window(Faxed Upper-Sash).prepared by National Certified Testing Laborer es,
Test Report No.A CTL-210-32W1,dated 10/1512007,sill and naled by Gerald
John Ferrara,P.E.
C.
CALCULATIONS
1. Anchor Verification calculations and structural analysis,complying with FBC-2004,
dated 05/30/2006 with the latest revision„dated 041091200$,pzqmvd by FTC,L,LhC.,
signed and sealed-by Douglas J.McDougall,P.E.
Comps with ASTM E13MO
D. QUALITY ASSURANCE
1. Miami Dade Building Cade Compliance Office(BC CO).
M E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.07-1116.04 issued to F.I.DuPont DeNemours&CO.,Inc.
for"Dulcet Smtry Gss PWeP dated January 03,2008,expiring on January 14,
2012.
F. STATEMENTS
1. Statement letter of Conformance,dated April 14,2008,prepared by FTC,L.L.C.,
signed,and by Dou, J.McDougall.,P
CbK Product Control Dhidon
NOA No.0,6M
Nxpira Dater 0%2013
D": May 98,
�-1
T '
P
NOTICE OF ACCEPTANCE: i�SUBMi MD
F. STATEMENTS{c�NTiNUED)
L Sit lei of no financial inter dated April-14,2008,p 'ed by PTC,.
Id.L.C.,signed and sealed by Douglas L McDougall,P.E.
3. Sit lets of independence,dated April 14,2008,pvpared by PTC,L.L.C.,
signed and sealed by Douglas J.Mcllongall,P.B.
4. Laboratory compliance lei for Test Report no.NCTL-210-320A issued by
National Ceded Testing Laboratories,dated October 251,2407,signed and sear by
Gerald John F ra,P.E.
S. Laboratory compliance letter for Test Report no NCTL-21&3209=1,Issued by
National Certified Testing Laboratories,dated.April 06,2006,signed and sealed by
Gerald John Fe=a,P.E.
G. OTHER
1. None
' Ja[ne D.Crasgon,P
Chef,Product Central DWAan
NOA Ns.064M UM
Data A+iay M 2013
A wal D#M May Ok 2M
T E L NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED 54" MAX. O.A.
AND MANUFACTURED TO .COMPLY WITH THE FRAME WIDTH
2004 FLORIDA BUILDING CODE (WITH 2005 48 3/4" MAX.
AND 2006 SUPPLEMENTS) INCLUDING THE SASH WIDTH
HIGH VELOCITY HURRICANE ZONE (HVHZ). D.L.O. WIDTH
2) WORD BUCK OR STUD FRAMING TO BE 47 5/16'
DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LADS TO STRUCTURE, BUCK
OR FRAMING IS RESPONSIBILIITY OF THE
ARCHITECT AND OR ENGINEER OF RECORD.
3) PRODUCTS ARE APPROVED FOR USE WHERE
LARGE MISSILE IMPACT RESISTANCE IS
REQUIRED. IMPACT PROTECTIVE SYSTEM IS
IHM REQUIRED_ _
4) DESIGN PRESSURE RATINGS SHOWN BELOW.
5) WINDOW FRAME MATERIAL' EXTRUDED D.L.o. 53 61
ALUMINUM ALLOY AL6063—T6 WAS USED ON HEIGHT MAX. TOP
ALL FRAMES JAMISSS WHICH UTIILIZED ON THE HEAD AL6063 T5 AND 82 5/8" O 51 3/8m SASH
HEIGHT
MAX. O.A.
6) ALL INSTALLATION ANCHORS MUST BE OF FRAME HEIGHT
CORROSION RESISTANT MATERIAL.
7) DESIGNATIONS "X" AND "O" STAND FOR THE
FOLLOWING: �
X = OPERABLE SASH
0 = FIXED SASH 37 5/32"
8) SEE GLAZING DETAIL ON SHEET 5. X MAX. BOTTOM
D.L.O. SASH
HEIGHT HEIGHT
32 15/64"
4
WEEP NOTCH
DESIGN PRESSURE RATINGS IMPACT RATING 0.5" X LEG HEIGHT
+80.0 PSF/-80.0 PSF LARGE MISSLE IMPACT � �. �
TABLE of CONTENTS SERIES 6400 - 8►
DOUBLE HUNG FIXED TOP SASH L.M.I. e
SHEEP SHEET DESCRIPTION 54" X 922 5/8" FLANGE
I ,
ELEVATIONS & GENERAL NOTES
EXTERIOR E EVATION
2 ANCHORING ELEVATIONS & NOTES t30uGLAS''J:�' C U.GALL JELL- EN, INC.
3 MASONRY CROSS SECTIONS P:E. Nk 28399
4 WOOD IN X355 C9URT NICE FLt?R! A 34285
00 G CROSS SECTIONS 6400 SIDES DOUG HUNG RXE D TOP SASH LMJ.
5 BILL OF MATERIALS & GLAZING DETAIL a �r , ,
A a riot S
iT COMPONENTS um
er a�eop» in "of- �` RLL 05/26 D6
x vex o w cow m I el�lua 15M CAS N:f.S. JUD 28
uc
sym O�ITE Enr FM Roa spa. � ast�aaraa C s 1 =OF.a
10.5" MAX. O.C. (TYP.). 7" MAX. O.C. (TYP,)
6" MAX. FROM CORNERS r MAX. FROM CORNERS
(TYP.) (TYP_)
6p MAX. FROM CORNERS 60 MAX. FROM CORNERS
(� (TYP.) 60 MAX. FROM CORNERS (TYP,) 6" MAX. FROM CORNERS
'•) C"
MID.)
6.79" MAX. O.C. (TYP.) 6.790 MAX. O.C. (TYP.)
----°--- 5.875" MAX._'O.c, P. -
) 5.678 MAX. FROM CORNERS
0 O '•}
INSTALLATION ANCHOR
NSTALL4�TBON ANCHOR
3.."
� 4
— .
sue..
4.770 MAX. O.C. X " 'O"�." '�'— X 4 O.C. T1fd�.
4.77 MAX. O.C. MID.) 4 MAX. Tw )
6" MAX. FROM CORNERS f
+fi MAX. FR N CORIdER5 6- MAX. FROM CORNERS j 6 MAX. FROM CORNERS
WEEP NOTCH (TYP.) (TYP.) WEIR' NOTCH (TYP'.}
0.50 X LEG HEIGHT 0.5" X LEG HEIGHT
SERIES 6400 DOUBLE HUNG FIXED TOP SASH L.M.I. SERIES 6400 DOUBLE HUNG FIXED TOP SASH L.M.I.
540 X 92 5/8" FLANGE 540 X 92 5/8" FLANGE
ANCHORING DETAILS ANCHORING DETAILS
CONCRETE SUI .STRATE WOOD SUBSTRATE
Area
(1) SHIM AS REQUIRED AT EACH ANCHOR USING LOAD BEING SHIMS. MAXIMUM ALLOWABLE SHIM STACK TO BE
1/4- SHIM WHERE SPACE GREATER THAN 1/16' IS PRESENT. N
(2) FOR WOOD FRAMING INSTALLATION USE #12 WOOD SCREiIffS WITH A SUFFICIENT LENGTH TO ACHIEVe 1 1/20
MINIMUM EMBEDMENT INTO FIRAMING AND 3/4" MINIMUM EDGE DISTANCE. .
(3) FOR MASONRY INSTALLATION USE 1/4- DIAMETER ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE 1 1/40
MINIMUM EMBEDMENT INTO MASONRY WITH 2 1/2" MINIMUM EDGE DISTVICE.
DOUGLAS' *JI. •MCDOUGALL JELL --WEIR, INC.
. . .• PeFW 289,2
- 355 CgMR -gOURT
NICE FLORIDA 3421;35
6400 WNES DOUBLE WJW nno Yc' SASH Lm .
a ra+ W wo-m z. AP+1�{ORINB ELEUAf1ONS dt Nm
B A Of � f►+'�rH�v�' �' DRL 05 2E�i 6
1�
A �OlapE t�111MY IWigQIpB 7 OB � '(,�'8{�BI � 'BYitB �'.25 "�" �� N.T.J.
sym SEAS ma Cdt�E 8Y �o X2988 =
ONE -BY BUCK BY OTHERS CAULK BETWEEN WOOD "„_,_,,,_,,,,,_, 2 1/2" MIN.
{SEE NOTE 2 ON SHEET 1 BUCK & MASONRY 24 EDGE DISTANCE
BY OTHERS 2
CAULK BETWEEN FLANGE
& WOOD BUCK ..•a • ., • -
EXTERIOR FINISH " ° °' 1/4" MAX. SHIM
BY OTHERS . • ' ° "�•
'• •' ti 1 1/4* MIN.
CONCRETE OR MASONRY ° • mr. :4 .. / 1 1/4 MIN.
BY OTHERS •�• f .a ` '°� °' :+ EMBEDMENT SHIM AS REQ"D. EMBEDMENT
`` —•---'�'—� (SEE NOTES
ON SHEET 2) 21
0.357" 1/4- MAX.
1 SHIM '
PERIMETER CAULK SHIM AS REQ'D.
BY OTHERS � 5 ✓ 13 {SEE NOTE 1 ON SHEET 2) SEE GLAZING 1 15 1$ 13 19 ' °• :.. 2 1,/2" MIN,
1 DETAIL SHEET 5 12 ° . ' ° ' • a EDGE DISTANCE
SEE GLAZING -.. .• '• ,
1 . .�.
DETAIL SHEET
5 12
EXMM 1@0
fi
15 Q .'``�••�..: ONE BY BUCK BY'
OTHERS (SEE NOTE 2
•.�' •° . :'• ON SHEET 1)
16
O.A. SECS 1 1 15 '�°• • n CAULK BETWEEN WOOD BUCK
WINDOW HEIGHT MASONRY BY
13 15 5 OTHERS
�' CAULK BETWEEN
15 .....- 1 fi 3 FLANGE & WOOD
SEE GLAZING 15 BUCK
DETAIL. SHEET 5 15 V 1 PERIMETER 4 CAULK FINISH
BY OTHERS
13 2 0.362" CONCRETE OR
MASONRY
ONE 1 • WEEP NOTCH TED
{ LOCATED OTHERS
AT EACH END OF SILL FRAME
23
14 � SEC
1.128" ~'°--- O.A. UNIT WIDTH ID
PERIMETER CAULK ,ppoved a�'"'��'
BY OTHERS
By
EXTERIOR FINISH `.' " •. • ae . • . • • ►..
BY OTHERS
• 4... •.f + _••' ' •, •° r DOUGLAS MDOLIGALL JELD---BEN, INC.
355 C99—ER COURT VENICE ORIDA 34285
CONCRETE OR +''"'"' ;,'. . d. �'� 64W SERIES DOUBLE HUNG FIXED TOP 5+45H LM.L
MASONRY CAULK BET'{IUEEN FLANGE
s
BY OTHERS & PRE—CAST SILL NOMM Or" sic ' J" JF wym 0 -SECTIONS low
UFA& mm
A mm am:cam temam Mom e�sf�t tr�r 9 \ C25 � unA ' N.T.S.-
e�QN..� REWSM DATE eV a 5 s
rat mn in phm M."061 r ra a"Aalm C 3 OF 16
t'ERIOR SHEATHUNG
BY OTHERS 1/4" MAX.
EXTERIOR FINISH 3/4" SHIM I,KERIOR
• 8Y OTHERS
MIN. WOOD FRAMING 1 1/2" MIN. SHIM AS AEO°D.
CAULK BETWEEN e BY OTHERS EMBEDMENT (SEE NOTES
FLANGE & SHEATHING 2 WOOD FRAMING ON SHEET 2)
BY OTHERS SEE GLAZING
PERIMETER OT�MiER�S 1� DETAIL SHEET 5
_�._.�
1 1/2" MIN.
EMBED. � M 2 19 18 10
1
/ . AX.
0. SHIM
1 1` ,
y,s' Sr fIRA AS REQ'D. 3/4° RAIN. _._.
, �,,.'� r 15 (SEE .NOTES ON SHEET 2)
l ELSE DiST,
10
WEHIQ 5 15 ° r INTEM 16
12 1 EXTERIOR SHEATHING BY
SEE G AZING DETAIL OTHERS r�
SEC EXTERIOR FINISH BY OTHERS 3 4 8
CAULK BE1WE a
O.A. FLANGE & SHEATHIN 0.382
HEIGHT SEE GLAZING 18 15 PERIMETER CAULK EX', IQ
DETAIL SHEET 8 12 BY OTHERS
15 10 INTERI
9 O.A. 111nPQDOW WIDTH
-----w-
1 WEEP NOTCH �3
LOCATED AT EACH S=QN
EIS OF SILL FRAME 14 2
PERMETER CAULK 23 By OTHERS OTHEFIS 1.128" 1/4g
MAX.
-TShUM
AUSE TH NFLANG G 2� WOOD PIING
BY OTHERS DOU W. J. ,t► OUGALL JELD--WEN, INC.
EXTERIOR FINISH BY OTHERS - ,;. �,� . -2�392
SWIM AS REQ'D.
FOR SHE�THJN { NOTES t.�NN SHEET 2) :,� ,: - 355 C hl 'ER C4Ul VENICE FLORIDA 342$_
BY D►THEI� .. ;•� "�` ' ootoBtlE � s�►sH �.�r.�.
.. am DRL mw 05/2
uc
J d naaE q r+r ww�u�a 7l2 u e rWN K 'b Cog"�� 10)C25 PM u a W.T.S.
s� M w
g�pg W. 1m Phan;'f'1t.m.lm Pmt 817.6IMINO •c 4 OF
J BILL OF MATE I LS
ITEM PART NO. DESCRIPTION MATERIAL SUPPLIER
1 DHMHO FRAME - HEAD AL6063--T5 INDALEX
2 DHMSO FRAME SILL AL6063-T6 INDALEX
3 DHMJO FRAME JAMB' AL6063-T5 INDALEX
4 -- #6 -X 0.75" P.P.H. SCRELN STEEL '
5 601VSL TOP SASH RAIL ¢ AL6063-T6 INDALEX
6 601TVI TOP SASH I'LOCK RAIL AL6063-T6 INDALEX 5 10
.7 601BVI DTM H I'LOCK IMPACT RAIL AL6063-T6 INDALEX
8 601VJ S SASH JAMB SILL IMPACT AL6063-T6 INDALEX 15
0.750" GLAZING
9 DHEVSL EXTERNAL VENT SILL AL6063-T6 INDALEX 16 BITE
10 601GLB GLAZING BEAD IMPACT AL6063--T6 INDALEX 12 --- -------
11 -- .500' X .625" STEEL REINFORCEMENT BAR ASTM A-36 STEEL - �
12 - .090" SENTRY PLUS FILM/ 3/16" ANNEALED INTERIOR GLASS DUPONT
13 -- .187" HIGH WOOLPILE 11� IWEGRAL PLASTIC FIN -
14 — BULB VINYL, - VINYL — 7/16" O.A. LAMINATED GLASS
8Y SENTRY GLAS PLUS LAMINATED BY DUPONT
15 995 SILICONE DOW CORNING 995 0.079" THICK SILICONE
DOW CONSISTING M-
3/16° AMEALED GLASS (EX" ERIOR)a
16 -- VINYL WEDGE VINYL -- .0900 SENTRY GLAS PLUS FILM LAMINATED BY DUPONT;
17 — N A — --
3/1 ► ' ANNEALED GLASS (INTERIOR)
18 BLOCK & TACKLE BALANCE - --
19 - BALANCE TAKE OUT CLIP gLMING._.Q.0
20 - SWEEP LOCK STEEL -
21 - 1/4" ITW TAPCON INSTALLATION ANCHOR STEEL ITV
22 - 12 WOOD SCREW INSTALLATION ANCHOR STEEL --
23 AH-43585 SCREEN FRAME AL6063--T5 INDALEX
24 V1160 VULKEN V 1160 POLYURAtHANE SEALANT POLYURATHANE VU-LKEN
Xomd cog*
a
IOUQ `;1. MCDQUCAM JELD--WEN, IN
P.E. ,,Np.;28392
, 355 PENJER gQ VEHICE, FLORIDA 3M§
t 64IW SERIES DOULE HUNG FIXED TOP SASH LNLI.
ill& OF MATERIALS ji gL4aU§ DETAIL
AS MU 4"
� ►;�- �r DAL 05/28/06
um ma
a oar ome c�nv way i�� sAwl" MA 1 t, Ite_c" pm uc N.T.S. JEL.UI 26
as ee oatE etr NO. a sai.s � r� s��.eao� C 5 OF 6
FRAME HEAD FRAME JAMB TOP SASH HEAD RAIL. 6! TOP SASH 1'LOCK IMPACT RAIL
0.055 TYP. WALL THICKNESS 0.050 M MALL THICKNESS 0.045 TYP. WALL THICKNESS 0.045 TYP. WALL THICKNESS
8
1.788"
-�--- 2.813" ! 1.088"
2.773"
1.572" z
2.005"
i
!VENT SILL
FRAME SILL '`-�' 0.062" P. WALL THICKNM @GIAM BEAD DTM SASH I'LOCK IMPART RAIL
0.062" TYP. WALL THICKNESS NQ TYP. WALL THICKNESS 0.045" 'CYP. WAU.. THICKNESS
2.005
. 4.300" •----•------- 0.865"
j
786
0 0.702' 0.'120"—' p
! � 1.08
II
2.813
0.050i
I
.... .......,.,.....w..........e.......
3.045"
STEEL. BAR REINFORCEMENT
{ ,g SASH JAMS/SILL IMPACT RAIL NO TYP. WALL THICKNESS wa
AppMved
'•»�' 0.060" TYP. WALL THICKNESS �- -- b
0.500" d4 3
trot
e
0.137 ..
0.62 f- .
u.o
`►� r.11�14 oou �� MCDOWAALL JELD-MEN, INC
IaK€DUI#Gl 0 .tt I' �:[
28392
355 CUff.ER COAL VENICE, +�RIt}A LMI
1.7250 34 5
- -�--� r °` 84Q61 DOUBLE HUNG FD Sit
►ey s !' COMPONEM
�'' DRL 05/28/06
uc
a••i.��..:�••.�r1�• �•� � � �i�Wb- 106 e6/�DJoe 'IN ' . .,• ...-.......-.
1�1!o ex�MM 4 r0 ► taco I= iuft Cf Pm LW N.T.S.
3S%iA 1 SAT$ V �" 320M am c 4 MAIM al mrm ate, aim"" . C 6 OF 6
199" MAX. � I
DODR WIDTH
ry
8 IMAX. CLUSTER OF 5
HEAD/SIL.L AT MTG. STILES AT INTEI;SdEL WE PLACES
CORNERS �t AND Al ENDS I
POCKETS ARE NOT PART OF A e ° p °� 21" MAX. TYP.
THIS APPROVAL AND BY� AT HEAD/SILL
9
Alr
•
r M
r ;13
*
44 3 1A" MAX. 44 314" MAX. e�
D.4. D.L. G. 1'L t°
51" MAX. All
AyEL WC?TH � OCR
51 MAX. ---- --- ------
A IO C LIJSM OF 3
.P�. �—EVA rIC1`iV AT MTG. STILES
ES
UNIT
—3
DESIGN WAD RAnNG FOR THESE DOORS TO BE AS PER CHART
SHOWN ON SHEET 2 W-40 THIS I�CIDIICT HAS r DESIGNED AND TESTED TO COMPLY WITH THE t"IEQQIIRIrME4d1S OF" THE FQORIIBA 9UII.DINQ C INC
.UD HIGH VELOCITY a,
HURRICANE ZONE (H MZ). IN
MOOD MJCKS BY OTHERS,, MUST BE ANCHORED PROPERLY TO TRANSFER
LOAD$ TO THE STRUCfl1RtE.
ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN 014 DETAfI—% ANCHORS THESE DOORS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT w.. �
EMKOME ' TO BASE MATERIAL SHALL K BEYOND WALL DRESSING OR STUCCO. AND REQUIRE NO SHUTTERS. h1.0 I # 7CI�2 �
cAIA '86'
ANCI�IOR OR L�}Ih9ffi CONDITIONS NOT SHOWN IN THESE DETAILS ARE .. .
NOT PAS OF THIS APPRCRMAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF.ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING Wr NOT LIMITED TO STEEL/MEIAC SCREWS, THAT d�wirg n
COME IHt'i'O CONTACT W 41 OTHER DISSIMILAR MATERIALS SILL. MEET' THE 4103---�a
REOWNWENTS OF THE FLORIDA SM. OWE SECTION 2003.8.4.
ih-set 1 of 7
+ DESIGN WAD CAPACITY — P9P` � o
w
PAWL I�Ttt FOR HE FF GLASS TYPE 'A' OR
2/6 7z0 72.0
3/0 72.0 72.0
316 8/8 72.0 7'2.0
4/0 72.0 72.0
4/6 72.0 72.0
2/6 72.0 72.0
3/0 8/0 72.0 72.0
3/6 72.0 72.0
4/4 72.01 1 72.0
NOTE: 1/4' WAT STREN'D GUM 1/4e HEAT 8TREWD GUMS
GLASS CAPACITIES ON THIS SHEET ARE .1200 W RLAYER.MM g
BASED ON ASTM E1300-04 (3 SEC. GUSTS) UVEKOL ua. RESN1 000 �
AND FLORIDA BUIUANG COMMISSION SY UC13 CHEMM CM. sAF1.EX ma By 'SOl11Tw
DECLARATORY STATEMENT DCA0:3-DEC--219 1/4" HEAT StM*D GLASS 1/4' HEAT STREWD CLASS
t Ile
CORNING DEWY E 985 OODOW �OIfB►11PILi X93
.ii
� •t i a '.ii i R°
p-
d a J R V
No -o •o a a• as -o a
t.
o w
XO XX 0X0 XXX O)w 3ptXX On= XXXXXX
APPROV D CONFICURA71ONS (NON—PWOED DOORS)
ngr;
r...s r.... r.r �.....r. ^"'1 P..". "•.y �.- "".1 •gym y
Flab PE 705W
TQ5W
O AA
Ll
ONE PANEL TWO 1 1 ! 6 1 0• -°P I I o. e• a -P l I a Q" b• � 0 -4 t � �r
1 C G a
1 I 1
1 I I 1
I I I ( 11 1 1 1 SO PANELS
POCKET' LEFT OR RIGHT POCKET LEFT OR FLIGHT POCKET ILM PANELS
R FOCHT POOWr t EFT AND MIT SET LJWT AND ROW POCM Lm AND FOCHF W
•
APPROVE? CONFIOURATIONS (POCKET(Q DOORS) sheet 2 of 7
i
TMCAL ANCHORS
1BY WOOD 6 i TYPICAL ANCHORS IN STARED PAIRS STRUCTURE �G�D PAIRS
' SEE Imo$1 a ••;�IN .o! EE r•Ii PAW
i I i I• �'JI
•
�
• SEE'a• . FOR SPACING °-
0 I a• SEE EE . FOR SPACING
SEE E . FOR SPACING
EDGE D T EDGE DW.EDGE s 03 4 4-
I�;RETE .a CONCRE1g
12
MOM-DAEE COUNTY APPROVED
D
g MULLQQ MULLION ANCHORS
_
I I
r i •j ii 1 j SEE SEPARATE NOA
WGE1 EDGE
MST.
it i I jf j' 4' I I
1 I I iJ Jj 11 �
47i
PI' U ( IIJ JB 1 t�
rn
C.
r TYPICAL ANCWM n"CAL ANCHOR$ tJ
i i w srAGGERW PAM IN STAGGERED PAIRS .,,1 ug
'SEE ELEV. FOR SPACING SEE M. FOR SPACINIG
I 9 I• r I 1 �
!� •i. � i ii i if � ��
C it o• i• i i i 18Y OR 218Y
Y WOOD BUCKS AND METAL STRUCTURE NOT BY TM MNDOWS 1
a+ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a �
It !II AND TRANSFER THEM TO THE BUILDING STRUCTURE. ���iJ7II� �, ��
i aM Ilse ploo#dp z d
i' 01
glRlle
�i TYPICAL ANCHORS: SEE a.Ev. FOR SPAT I3 wMRle ?-0 0 ► �� k
I 11 �jl ji ( •i 9/4" f31.A- TAPG®NI Q �ITW� tFu®12(} IiSS�. n$2 K�) �� D3
J� !� I it i• •j 1 IK 11A,,, re(Iaer Al fi'Y _ (Fu-177 Kill. 1�1-11e5 IrSI)
*.
.i
INTO 28Y WOOD BUCKS OR WOW STRUCTURES
j- j i 1--1/2" MIN. PENETRATION INTO WOOD
THRU I BY SLICKS INTO CONC. OR MASONRY
1-1/4" RAIN. EMBED INTO CONIC. OR MASONRY
•!i i j• i ii i.
'tj ji i Ji i DIRECTLY INTO CONC. OR A16ASONRY
1-5/8" MIN. EMBED INTO CONIC. OR MASONRY SBAIANTS: mg
• I! I j• I JI• r B � � �
11 X mm OR = amwo a (amm 6 Cas) FRAME AND PANEL CORNERS AND INSTALLATION SCIREIIVS
INTO METAL STRUCTURES AT SILL AND SEALED WITH JOINT SEALANT.
STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.)
W2 ALUMINUM : 1/8" TEIK. MIN. (6063-TS MIN.) HOL2S: 6 a
2 (STEEL IN CONTACT VATH ALUMINUM TO BE PIATED OR PAINTEID) Vyy z, (6) 1' WEED NOTCH AT EACH END OF SILL .°' Cie 01011a,
,#14 SMS OR SELE OG -S W *2 ■" (6) 1" WIP NOTCH AT EACH END OF SILL
` INTO MIAMI-DAOE
COUNTY APPROVED MULLIONS (MIN. THK. .100') ft r,
(NO SKIM SPACE)
.
t ok
CAM.1AN M.�.
'
c9 INTO CONCRETE AND MASONRi' 2-1 2° MIN.
IIi
HP1 .4 PE HIGH STRENGTH INTO MOD STRUCTURE I* MIN.
EDGE DIST, ^ o GROUT INTO METAL STRUCTURE 3/4" MIN. drowfng no.
ANCHORS CONCRETE AT EGAD, SILL OR JABS f c = 3OW PSI W. 1W03-90
IN
SEE Et`�EV` FOR ANC C--GO Hs ,+Fluor BLOCK At JAWS f'm m D PSI MIN. ZeWt 3 of 7
i
I
+ 4ftu
I
z
! 1 t Q
I I
H J K Q-
Na
FIXED CLIP FIM P L ItMb=QN QETM
i 1 ii (Top)
SH0WN FOR ILLUSTRAY)ON PUS ONLY,
Ric Iii ! I II SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 3 dt 4 u' �
-A olu
I� i i •I 'i
W
•i i _
I
F I I
14 0X0
�j• .j� ! I FDW0 CUP OR 0X4 REVOW
1 1
I
r� 4t
3
o l°
t/4° T
9
c--
1-3/4 MIN. EI+IW
�:.:� ��J
#14 X 1.1/4" SMS a
r i01i l
Roil
Niggle
JJL-
14 14
a ar sa a m
e
34
z
J �
13 ' °•'� may, L
. ! I - CAN.
drawing no.
S
IOIR
EXTE t
R
Q —.
zt W 3 90
1
$he8t of 7
L
5.0 .892 .500
' 100{/
1.482 2.475
1.378 1,477 1 F.O72
L f 3.147 3.1100
e
4.417 .7$0 1.144
1.596 1.8.96 1.598 1.800 0
FRAME HEAD .375 JOOO O
SW-2750 1.907
.437 STILE ADAPTER FIX. PANEL. STILE FX FWIEL CLIP �
.062 1.881 OW 37629 OW 37(137 OW 37743
--4.d75
1.819 1.547 2.093 .750 IA
WALL ANGLE BRAC !' 1.000 ,375
7D8 TM-104 e1
.4318 LF3V0TH m PANEL HIT.
.A 1.01315 4000 1.000 1.000 _
1.0W 2� 1.387 .045
2.000
PANEL 33 L TOP CUP 1.182
:1.249
. 1.313 1.367 REINFORCING BARS
L-2.502 LJ
155 MALE BUTT STILE: LOC9 STILE
1.1 .522 2.230 OW 37623 E s
.750 1.367 .062 DOOR I JAMB x V
WALL INTERLOCK 2.782 GRY 34977 ,j -
.875 TM-109 z
Aga
2.981 $.709
4,4193 1-%1 4.873 2.762 ��L 0
.62.2 1.006
' T 3.187
1.367 1.893 2.843 1OIi
1 1.184 lit; �
2.244 .128
PANEL. SOT100M RAIL ODOR FRAME JAAAF) 3.119 2"--J
GW 37824 0 -31172 POCKET MAJOR INTERLOCX/ASTRAGAL
POCWT MINOR INTEMOCK TM-108
TM-104 y
2,018
^1
.140
1.870 4 ad rt O w
,tom
1. 71 2.564 CIVIL
2 PLA.
62� .667
bj - L L
.080 drawing no
8.500 .1195
MINOR INTIERIACK REINFOI EA1ENr WO. '-90
FRAME SILL 107 MAJOR INTERLOCK REINFORCEMENT
TM-111 LEt4M - PANEL HT. - W L TM-109 4k�.Yl 9he� of 7
MIX No. PART Ne. QUANTITY DLSCJUMON l R1AL fdAMF./�IdPPIdBIi/1t�0AARI(S
1 SW-270W 1 FRAME HEAD (3 TRACKS) 89E63—T6 xxx
2 TM-111 I FRAME SILL (3 TRACKS) NO-T6 xxx
3 OW-31172 1 FRAME JAMB (3 TRACKS) 6063-T6 XXx a �
3A OW 34077 1 FRAME JAMB (2 TRAM) 8063—T6 Xxx 0
4 TM-1 04 AS READ. WALL ANGLE BRACKET 6063-TB
31 S TM-10S AS READ, WALL INTERLOCK BOi33-T8 Xxx
8 OW-37632 1/ PANEL TOP RAIL 8063-T6 Xxx Q
7 OW-37024 1/ PANE. BOTTOM RAIL BQ63-T6 Xxx
e TM AS RECD POCKET MAJOR INREIRLQCK 8063—Te Xxx „4
MI TM,11011 AS REDO. POCKET MINOR 11WERLM 6063—TB xxx
// r 10 TM-107 f/ INTERLM MINOR INTERIM RWORCEMEM' Ma-T6 FULL LENOTH
11 TM-109 1/ INTERLOCK MIWOR INTERL= RONFORCEM04T 80 -TB FULL L.ltMteTH a
12 TM—ifM) 7 TOP CUP, 9-1/2" LJDMNG 86+63--T6 1 EACH.ABM ALL RJTERLOCFtRIG do Ft3AALE 5f'L'11.ES �
'
13 OW 37107 AS REW. FIXED PANEL STU BQB.k'—T8 xxx
14 GIN 3774J's AS RM. FIX. PANEL CUP ALUM MJM XXX
15 "-37823 AS REGO. MALE W77 STILE 8083—TO PANEL LOW SIDES Ito,
19I OW-37628 AS READ. STILE A0AP1TER 6063-T6 PANEL ASVIRAGAL
20 402D-pM1,E I ROW PULTRAFAB" FIN SVIL WEATHERSTRIP 111001. TOP $ SOMM RAILS ..
21 4037--PMLE 2 ROM 'ULTRAFAIr FIN WAL WEATHERST68P 1I(i6L INTEJR A INTERLOCK STILES/FRAME JAMBS
22 4020-VU 1 ROW %XTRAFAB" FSN S 41. WEATIERS7M 1MWL FRAME d9ME3S/ASTRJIOAI.
23 xxx AS REQO. 3/4 x 2 1/2" M SELF—ADHOWB FW SEAL PAD VIVOL xxx
24 XXX AS RWO POLYURETHANE SKAINT T+T}AhM ENDS/I fMOCKS
25 DOW R95 AS REID STRUCTURAL SILI#X3fiE SV9AI+IE PANEL5. `• `� -
p� 2S TM-38208 2/ PANES. TM TANDOW ROU.�I ASSEMBLY AUIM/WWN BOTTOM OF PANES
PANEL. .Q CORNER 27 TAM-32470 2 TM LATCH ASSEM+ .Y AUIMI VINYL MALE W RADIAL
26 TM-32424 2 TM KEEPER AlAINNUM FEMALE MITRAM
25 xxx 2/LATCH p0 x 2' OH. MIL ASSEMBLY SCREW STEEL LATCH ASSY. cI
30 XXX 2/9EEPER 010 x 1/2" TR. KEPM INV. SMEW STEEL FEMALE ASA � I►f� "1
31 XxX 8/PANEL 010 x 1" PH. SOL P"L ASSY. SCRW STEEL PANEL DOMEN
33 XXX 2/CUP 010 x 1" PH. CKS S. TOP CUP INST. SCREW STEEL HEAD WICRLO �y ��� '''
34 XXX AS READ. 1" X i" REINFORCM BAR STEEL AT FIX. PANEL STILE
31 3S xxX AS REQD. 3/s° X 1" REE MRmc EAR ~EPEE& AT Fix. PANEL STILE
go am QMIIM
•
1� > T Y
w
lee 46k
.q�Wo O W
•
r
ngr. A M 4
aVIL a°ya+
FIA K tjr i.EA EL gh. CORNERr'
drawing no.
MAY S 1, reheat of 7
i{41AI F MTAM DADS COUNTY
unip PRODUCT COL SECTION
D1;PARTMMTOF PERMI9TING,BNVIRONMLNT,ANo RFGULATORY 11803 S.W 26 SU=4 Room 209
A"AMS(PFSA) MfamL Fbrida 33175-2474
•BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2580 F(M)315-2599
NOTICE OF ACCEPTANCE (NOA) 1d�miamldada.eov/Hera!
T.1i1.Windows,LLC.
601 N.W.12n Avg..
pompano Beach,FL 33869
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 by Miami Dude County PERK►-Product Control Section to
be used In Miami bade County and other arm 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 ermined by Miami-Dade Coutlay product Control Section that this pro"or rnatmW #`ails 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.
DESCRIP7']iON:Series-149 Aluminum Ong hors wAvo Sidelites-LM.I.
,A►.PPROVAL DOCITwNT-.Drawing No.W1143 Rev B,fitted"Series-249 Alum Out-sparing Door wi Sidelites
(L.M.l.)",shams I through 16 of 16,Prepared by AL-Farooq Onporation,dated 02110/9 I and last revised on APR 13,
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 elate by the Miami-Dade County Product Control Section,
NUSSME IMFA.CT RATING:Laqe and Small Missile Impact Resistant
Umitationt
1. See sheet 5 for single or double Door t)vsign Preasure(DP)rating Vs glass type and/or threshold type
(Exterlor(+)water limit)
2. See sheet 6 for Stationary unit or doors wl sldelite DP raft Vs glass type and/or threshold type.Lower DP
rating of Doors or Sidelites shall control when combined together.
3. See sheet 4 for Single Dour w/SHW design pressure rating Vs glass type and/or threshold type,limited to
single door application only. .
LABELING:Each unit shall bear a permanent label with the manufacturers name or logo,city,state and series and
following,statement"Miamiade County Product Control Approved",noted herein,
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has boas no change
in the applicable building code negatively affecting the pm*rnmoe of this product.
TERMINATION of this NOA will occur after the expiration date or if time 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 pr duck
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any
section ofthis NOA shall be cause for termination and removal of NOA.
ADVERMEMNT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
exphv don data may be displayed in advertising literature. If any portion of the NOA. is displayed, their 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 ikon at the job site at the mquest of tae Building Official.
This NOA revises NOA 011-p21&05 and consists of tills page I and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
NOA No I2-02118.14
Exptratlea Date:Apr1121,2016
t�C t Approval Date: May 03,2012
`� Page 1
T.M.Windows,LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections(transferred from file#11-0218.6S}
2. Drawing No.Wl 1-03 Rev B,titled-Series-249 Alum Out-swing Door w/Sidelites(L.M.L)-,
sheets 1 through 16 of 16,prepared by AL-Fwooq Corporation,dated 02/10111 and last
revised on APR 18,2012,signed and sealed by Javad Ahmad,P.E.
Note:This revision consists of FBC 2010 notes only.
B. TESTS(transferred from file#11-MI$,0S)
1. Test reports on: 1)Air£nfltmdon 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 Misile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of aluminum outswing doors w/wo
Sidelites(samples A-1 thru F=1),prepared by Fenestration'Testing lab,Inc.,Test Report No.
FrL-4168,dated 12114/2010,witinessed by Jorge A.Causo,P.E.and v1ped and sear by
reviewing engineer Marlin D. Brinson,P.E.
Note:lb is test report has an addendum letter dated March 28,2011,Issued by Fenestration Testing
lab,Inc.,signed and sealed by reviewing engineer Marlin D. Brinson,P.E.
C. CALCULATIONS
1. Anohor verification calculations and srlrwhwal.analysis,complying wlth FBC-2007,
prepared by Al Farooq Corporation,dated 02/17/11 and last revised on 04/01/11,
signed and sealed by Javad Ahma+d,P.E.(submitted under file#11-W18-05)
2. Glazing complies w/ASTME-1300-02&-04.
D. QUALITY ASSURANCE
1. Miami Dade:Department of Permitting,Envhwmer t,and Regulat ary Affairs(PP-RA)-
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-%24.02 issued to E.I.DuPont DeNemourss& Co., Inc. for
their"DuPont Sentry Glass interlayer(r,expiring on 01/14/17.
2. Notice of Acceptance No. 11-0325.05 issued to SQluda Inc.for their"Safiea Clear or
colored laftrlayce,cxphing on 05/21/16.
F. STATEMENTS
1. Statement letter of conformance FBC 2010 and letter of no financial interest,prepared by
Al-Farooq Corporation,01/19/12,signed and sealed by Javad Ahmad,P.E.
2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepareid by
Al-Farooq Corporation,02/17/11,signed and sealed by Javad Ahnu4 P.E.(submitted
under file# 11-0218.05)
3. Lab compliance as part of the above referenced test rPrt.
G. OTHER
1. This NOA revim NOA#114218.8 expiring on April 21,2016.
2. Test proposal# 10-0017,dated 01/06/10 and a-mail tit revision dated Oct 06,2010
approved by BCCO. Ny � - avu
Ishaq L Chanda,PXIL
Product Control Ennitner
NQA Ke 12-02 .14
Expiration Data Apt/!21,X16
Approval Dais: My 03,2012
. E-1
' HEAD/SOU. MCHORS
AT STILE ENDS
41 7/190 (6) AT 3° O.C. alb" W
0
I
FRAME WIDTH FRAME WIDTH
ON VAX 30
an wx 150 MAX.- SURFACE APPUW HEAO/SILL TYP. 18° 1�6.
HEAD SILL HEAD SILL FALSE MIUNTII+kS COQ L 1
CORNERS A MAY BE USED A
At
1
► II HINGE' OPTIONS / I ►I
Z iid SEE SHEET s
.+ O
�LOCIK OPTIONS
SEE SHEETS
..
I it// � ® �`� ►I /' ' � xd
LOcx OPTI a �' ► •C=
SEE SHEET S
A.
► – ►a s
o // a ♦� i // ie � �� a
8~
-CLASS Im,j IBS. IK4CTIVE ACTNE
D-LO. HWHT (DOOR do SIDELM m FRAME HEIGHT — 14.1876° N
D.L,O, VWDTH (x DOORS & 0 PANELS) - FR" WIDTH – I I A75 �.. .�
D.L.O. WIDTH (XX DOORS) (FRAME WIDTH – 2O'�/2 3O!" 7 k
D.L. Wo. ID.L. OPG. fl.L. OPG.
38 3/13° 33 5/8'
LEAF iI90TH LEAF WIDTH 38 Mir
LEAF WIDTH TYPICAL ELM= rMCAL E-SERIES-249 AL&MM FMCK DOOR I!/-
APPRQVAI. APPLIES TO SINGLE (x) AND DOUBLE (xx) LEAF DOORS ( � ) ( ) 111110 �' .,�,�DID
WITH OR VETTIJ041T SIDF,LDT[:Sw
SIDE LITE$ CAN BE ON ONE OR 8t'l'11•I SIDS OF DOOR. 3INma A�yQOk Qum Lm
SEE SHEEP 6 FOR DESIGN LOAD CAPACITIES. �� ►
THIS PROD= HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE E-'l
REQUIREMENITS OF THE FLORA BUILDING COOS INCLUDING HIGH VELOCITY m
HURRICANE ZONE (HVHZ).
I BY OR 28Y WQOD BUCKS BY OTtED�, MUST [� ANCHORED Y
TO TRANSFER LOADS TO THE STRUCTURE:.
DOORS/SID?ELITE S ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. '
ANCHORS SMALL BE AS LISTED, SPACED AS SHOWN ON DETAILS„ ANCHORS 'I%(
EMBEDMENT TO EIASE MdATERIAL SHALL K BEYOW WALL DRE:SMG OR STUCCO, SHUTTERS ARE NOT REQUIRED. F1�4 !�,
ANCHORING OR LOADING COWITIONS NOT SHOW W IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IWO WOOD ONLY. �
dmvdn no.
MATERIALS U CLUOING BUT NOT LIMITED TO STE ETAL �. THAT
9
COME IREMEN S OFFTTHE� BLDG. E �ON 2003 SHALL 4 MEET THE ' AP � c. : W 1 1 -03
sheet 1 of t
' P
ANCHORS AT MULLION �
HEAD/SILL ANCHORS AT 4", 7" & 10" FRS END OF
AT STILE ENOS FRAME AT DOOR AND SIDELITES
FRAME YAW (8) AT J" O.C. TYP. AT HEAD/SILL
1 1/4" MAX 1 1/4* WX
41 7/8" 80" MAX. 41 /8"
SIDELITE FRAME H XX DOOR FRAME SIDE FRAME WIDTH �
®" IIAJt. 3" 15" MAX. SURFACE H 1I TVP. HF.A�i/SILL FALSE MUN7�'+�APPLIED
CORNERS Pill A , MAY BE USW
!"1, �t �N
4 r/
a�
ii �
HINCE OPTms
SEE SIPS ' - -._ 41
H
r LOCK OBIS r I I I i M7
�,�EE S W S f lI '� I I � � � W6
ii Ir , 4 Y
I
WE
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INACTIYE ACTIVE
f
30" 3D" 29 7/41"
.I. D.L. Om D.L. f7.L. On.
38 6dw
38 1/8" LEAF 1WTH 39 5/8" 38 1/S°
LEAF' 1RNDTW IFAF
"DTH NHD7H �W�IIIIIM�
TyPl��aa==.��LMON
t oxxo 4
M !
11M THI PANEL SWIM �
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BIDEUTE �rtGPTIO: of
IVIL
' re
drawing no.
, at
W11 --03
.'•,a�P.�.`.�.•,�i ��`, ,�r®e�t of ti�
ti
HEAD/SILL ANCHORS ANCHORS AT MULLION
AT AT 4: 7" d1t 14" FROM ENaa OF
{8}STILE 3" D.C.. TYP A DOOR il� SOW YES iY �
FlRAhI WIDTH
46 5/16" 80" MAX. 0
6* MAX 30 xx D00R F'PME F
HEAD/S LL TYP. 13° MAC SURf•AC£ AAPUM
CORNERS HEAD, a. r� __ r ..A FALSE
Y BEMUSE
x r_..
I 11 tl
Le
+ la II
NWGE SEE SHMr¢}r 5S
f 1
Ir u
1
1 I
- - ---= - -
co
. r
V. � SHEET $ ' ...
� f II rI
e / „ 0
1= a 0
wACTlve
AM WE _.. 1 0
a
41 5/8° 30" 20 7/8"
D.L OPO, D.L OPG. D.L ON.
46 3/8° 38 5/8" - C
SIDEUTE WUTH LfJ4F igpDTH 38 +,5.A° /
Lim 4MIDLH J
IMCAL ELEVATION
{ QXXO � ° «1
...MB Stf_8L ELITES w
RL
< ar
� A .
drawing no.
1'
t—met 3 of
• A.
• a � 4
4t 7/g" }-
FRAME Y19DTH VMWDOW WIDTH Q I
28"
B �IAX. IS MAX. CJ.L Opo. (FIXED)
HEAD/ !W-M/SILL.
CCOMERS S 14 ,O 1�/2"
►D HEAD/SILL aC
CORNms
I AN
Bi N 4
z�
1 �
a
I
t �
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SqJ.8
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_
l g I �,�' 1$ "'. D.L. OPG. (VENT) I
I
28 7/8° O 1
MS f VENT WIDTH cz, O
/ .,.
H R
3otp d
NOTE:
D. OPO. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR.
38 s/s° Dp - +65 *
LEAF WYH -80 PSF
* EXT.(+) Dp WrM HIGH THRESHOLD. LIMITED TO +58 PSF WITH STD. THRESHOLD �tPfsrMm
� x �
FOR �.
DE MN LOAD CAPACITY SSE slrEer 5 w
11 V11�GLL LEAF DOOR ZM MNM H.UJIG Wnw, LM1,=BT
d m
i.r
A.H. WIN DOW INSERT a=Q ;
APqlft$12,
I
droving no.
wi 1 -0
sheet 4 of 1
0008 WIDTH DOOR MOTH NPAMEWIDT" Le
P� /f
\
Acme dV�TiVE q�4tE �� °°
4x1 { xx )
smmx IMF } 500B9 LOUT SID DD'[TBul L&AL' (xx) DOdL18 WITHOUT SIDI UTES S3fAlGM LEA@` O DOORS 1VITR S.I. L>PLSERT
4
DESIGN LOAD CAPACITY - PSY DESIGN LOAD CAPACITY PSF DESIGN IAAD CAPACITY - P13F
OL43S '1"RN GLASS TYPE GLASS TYPILS CLUB 'CYAN S DOOR
FRAME WIDTH FRAME HEIaW 'A' OR 'AA' °#2" dlt °8I° IMAME WOTH FRAME HEICW 'A', 'Al', 'B' OR "Jill FRAME WIDTH FRAME HEICHT 'A'. 'Al'. `8' OR 'BL' ,,..
INCHES INCHES EXT.(+) INT.(--) W.(+) TNT.(--) INCHES s EkT,{+) WT.(-) OICHES INCHES EI11.{+) IafT.(—) �
42 109 80.0 50.0 100.0 1+41.0 W 109 80.0 50.0 j 42 109 85.0 1 80.0 �
EXT.(+) LOADS SHOWN AWVE ARE VMH HIGH THRESHOLD ExT.(+) LOADS SHOWN AGM ARE WITH HIGH THRESH= GLASS TYPE ']H`' 0 S.H. EVE `
FOR STO. THRESHOLD LIMN EXT.(+) LOADS TO 58.0 PSF FOR STO. iKU"LD LIMIT EXL(+) WM TC1 58.0 PSF
MW LOADS "M ABOVE ARE WITH HIGH TPMHOLD
FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 56.0 Pte'
Z .0
Mm. HINGES: sum.ml mm"D
DETIN If-1
STANDARD STEEL. THROW BOLT LOCK KEY ED ON " " 1 •l
OPERATED 7--5/B LOIN ALUM BUTT HINGES. AT 12 FROM EACH END
EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. 8 � 3°s
AT EACH ACTIVE LEAF LOCK STILE, 48° FROM BOTTOM
CONVENTIaM LOCKSET WITH KNOB, KEY OPERATED ON " " ' H
E!�"FERIOR AND THUMB TURN ON INTERIOR 3-1/4 LMG ALUM PIVOT HIKOES, AT 12 FROM EACH END
m AND ONE AT MIDSPAN OF LEAF.
AT EACH ACTIVE LEAF LOCF'a S"LILE, 391/2 FROM BOTTOM FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2" MS
oil
MANUALLY OPERATED CONCE4L.ED FLUSH BOLPTS FASTENED TO PANEL WITH �2� 5/16--18 X 1-1/2" MS
AT TOIL & WITOM OF EACH LEAF LOCK STILE NOTE:
AT (XX) DOORS. (2) AT S1J+I�.E(lC} DOORS GLASS CAPACITIES ON THIS SHEET ARE
M EASED ON ASTM E1300-04 (3 SEC. GUSTS) ,
MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS AND "ING BEAD TO PANE. SEALED AND FLORIDA BUILDING COMMISSION
AT 40-1/2" FROM BOTTOM OF ACTW LEAF LOCK STILL: WITH WHILE COLORED SEALANT. DECLARATORY STATEMENT DCA05-rDEC-219
FASTENED WITH (2) #12-•28 X 2-1/4" ON MS SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE,
METALLIC STRIKE PLATE AT 40" FROM BOTTOM "' a
t'
OF INACTIVE LEAF LOCK STB,E FASTENED WITH ,d�1'r•.� � 8
(3) If 10 X 1/2" FH 5M5
MANUALLY OPERATED CONCEALED FLUSH BOLTS P
AT TOP & BOTTOM OF INACTK LEAF LOCK STILE ul k 0
OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM
FASTENED 1YI H (2) JO-32 x 1/2" FH MS , drawing no,
drag
(FLUSH ALTS AT 70P A WffO& OF ACTIVE AND tMltC K iEAFS L t' YY 1 1 -03
TO BE END OURM PMDS OF NU a WWaUa>uca) AOR. $ ;
sheet 2 of 1
STATIDN'W M1EI. (0) 08 DOORS WITH SIDNIM SHW W.
DEMON LOAD CAPAWY -- PSF NOTE: W.
GLASS TYPES GLASS CAPACITIES ON THIS SKEET ARE
PANlrELITE IN s� 'A'. 'Al', 'R' OR 'DI' BASED ON ASTM E1300-04 3 SEC. GUSTS
• I;'13AMQ tflt9•IT 1�1R Wif8TF1 SIDELITE W1L'8TH � � .°
INCH
ARID FLORIDA BUILDING COMMISSION
INCHES INCHES EXT. (+) EMIT. (-•) DECLARATORY STATEMENT DCA�15--DEC-219
41 so (XX)
�l 48 80.0 89.7 I
41 7/8 (X) fiF
88 ®0 (XX) 48 80.0 88.7 1P
9, 41 7/8 (x) 48 80.0 69.7 a.
so (XX)
41 7/8 (X) 'o
!I«7 800 79.8
80 (XX) 4Z . 1*
41 7/8 (X) lot 10
103 80 (xx) 42 80.0 79.6 STATaffin ( O ) W
=Ice 4 ) 41 7/8 80.0 80.0 DOOR. W. SOEUTIE W. SIDELITE W. MR W.
EXT.(+) LOADS SHOVIN AMW ARE WITH HIGH "MOLD
Q � $ �•
FOR STD. THRESHOLD LMT EXT.(+) LOADS TO 58.0 P'SF
r r
/ r �
NOTE: r /
�:+ 1
FOR L7t'30R CAPACITIES SE r i r r
S E SHEET �.
�.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO 6IV'I'IRE SYSTEM.
sv
� o ( axa )
�.
SIDELIPE W. W. am wM DOOR W. N Z
G
IL
DIRECT SET SIDELITE WIDTH DOOR! MOTH
L OR (XX)
it
Lrx
JAL
IL4 -I Tl
L:
1_1/4o
ACT
11 t axm Oxx
PANEL SIDEME WOTH DOOR 18om no i► ' r
,"LEAF DTH 20 f
. JA !
61.Aa � 7t151I'2.'_ g
t-if4°
WACTIW ACTIVE drawing no,
PANE. SOEL.ITE WIDTH DOOR WIDTH �.�''`1 W11 --U3
(
sheet 6 of 1
e` e
3/16" HEAT STRENt CLASS
3 1iii NEAT STREN'D BLABS 1/4" OR SPACE
3/16" HEAT STREN'D GLASS 1/4" AIR SPACE 3/18'° HEAT STREN'D CLASS
OW WTERLAYER 3/16" HEAT STREQPO CLASS 3/18" HEAT STREN'D GLASS ,090 INTERLAYER 0
SAFI.Ex PVEi BY "S DlUTIA .090 II1 OLAYER 090 WIRLAYER IMP �fLiPt>i+1T' 1/8" HEAT STREN'D GLASS `
3/16" HEAT SMEWD GLASS SAFLEX PV® BY 'SOUrf1A' SEA BY 'DUPONT' 3/18" HEAT STREWD GLASS .000 S INE 3/160 HEAT STREN'D GLASS 3/18° BEAT
STFtEN D CLASS SILICONE EN INBERIAYY '
5E�NTR1'� 81f OLPONT' Q
GE CE' 1200 G1 SILICONE 701 SILICWE CE 1 00 1/18' FEAT STRENb CLASS
GE OS7 � CE RGS7701
�CE 1200
CE RRW701
GE 1200
i M �6
Lk I1S
ALUMINUM � ALUMINUM
SPACER SPACER S
AT 4 1/2" FROM ENDS � AATB-1/a" FROM ENDS ^`
AND 10-1/$" O.C. AND 10•-1/2" O�t -=w
EPOM SWING BLOCK EM SEt<MG IR.00K
1/0" X 3/4" x 4" LONG 1/6' M 3/4' X 4" LONG
2 PER LITE, AT 8" FROM ENDS 8 PER LITE, AT 0' FROM ENDS
-QJASS TYPE «A, WA 1. MASS TYPE 'BL' r MIE
(S.H. WINDOW MTN SINGLE DOOR APPLICATION ONLY)
IxL�ZING, OPTIONS X TYPM z .,
CLASS
° OR 9 (ABOVE) Ai OR R1' (ABOW) D-SILICONE
GE RGS7701 GE RGS7701
GL 1200 GE 1200
� i
II �+
rE
"a*a �
ID1. .l
ftft
• " r
GIAZING DETAILS AT SIDELITE
• M pl'•
h
wW
a `
drawing no,
W1 1 -03
rfPICAL ANCHORS [�
' SEE ELEVATIONS I BY wow am � V
GE 015T,� MR SPACING EDGE 01ST. '^"
ALTERNAt� (SEE PFt1TE SHEET t' ��'' a a •• •„ • -
n y ♦ .
TR6CTlPE ANCHOR.I ATIO14 EDGE ow. (SEE EET
I)
A e
1e r� �
�-
I TYPICAL. ANCHORS TYPICAL AIKIORS
u 18 SEE ELEVATIONS SEE ELEVATIONS
TB FOR SPACING FOR SPACING METAL WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS
EOQE METAL RE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .0
152, OL per° AND TRANSFER THEM TO THE BUILDING STRUCTURE. IrJ
P TRATION 110
T ICAL. AMHORSA, SEE ELEV. FOR w=NG
I ' 1./A" .QAA. ULT E1.�.O' (Fum177 90. Fy-155 KSD
INTO 2BY WOOD BUCKS OR WOOD STTRVMRES !
iI 1-1/2' MIN. PENETRATION INTO WOOD
ON
TYPICAL ANCHORS THRU 1 BY BUCKS INTO CONC. OR MASONRY
SCE
FOR SPACING 1-1/40 MAIN. EMBED INTO CONC. OR MASONRY "
DIRECTLY INTO CONC. OR MASONRY
'I
1-1/4m MIN. EMBED INTO CONC. OR MASONRY
7 " DA. S I:' DRILLING SCR W$ GRADE 5 CRS) 90
i INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 8°!
INTO METAL STRUCTURES Ft- ^
STEEL : 1/8. THK, MIN. (Fy - 36 KSI MIN.) CL
e ALUMINUM : 1/8" THK, MIN. (8063-T5 MITT.) N�g
OR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
1 f�
TYBG& ME If91STAAICE
INTO CONCRETE AND MASONRY - 2" MIN.
INTO WOOD STRUCTURE - 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN,
CONCRETE AT KEW, Slid. OR JAMB$ f'c - 3000 PSI MN,
C-90 HOLLOWOLL.ED BLOCK AT JAMBS f'm - 20M PSI MIN.
FLU/ BOLT
�1 �a OR
to 16 �+t�Mld►
2
\✓ T 1 1 l C7 ! T ad
'+ ALTERNATE 1 I
M ALTERNATE I o t m
VIEPS * • "°' b a a o a 'a• Qo. o b ' v. �, °� v o' v'. v t► o + o Er�grs 'e
�f2a a' �, ♦ ,) a p ,�'1r l
ISILL EN05 TYPICA4. a Teti. ANC HOIR8 a TAL. ANCHORS FLA'
EDGE 01ST. Sm ELEVATIONS EDGE DIST. SEE ELEVATIONS f E� Mr. Si EE aLEV+arwNS � h
FOR FOR SPACING 1" �, FOR SPACING
HIGH '4ufsHOLO STAND ABU JHR SNOLD LQYhqTHREC�HOLD
4APR,APPR'0 FOR WATER R ESISTANCE APPR0 FOR WAYM RESISTANCE NOT APPR"m FOR WA'I'TER RESISTANCE tfro W LIMIT MAX. EV(+) LOADS
TO 100.0 PSF (SINGLE DOOR) LlWr MAX. EXT(+) LOADS TO 58.0 PSF LIMIT MAX. EXT +) LOADS TO 80,0 PSF (DOUBLE OQOR) ' Wl 1 '-03
OP I �1 shoat of 1
3/8" MAX.j� @ 3/8w " '°
SHIM � SHib py A&�1GHOR LOCA MN
luf M
METAL $ 3 . WOOD sm
SI'R1.IC;TURE
ACTIVE LEAF
TYI►1 ANCHORS i °
FOR V. 'r3 8 —
it P
TYPIC., ANCHORS
io
16 BXTERI OR 8 f °_' OR gSPAC FOR
D.L. Ops, i` A T, E J
LEAF WIDTH g�
DOS FRAME MDTH
LSEE LOCK OPTIONS
SHEET 8
3/8° MAC(, ,.
SHIM
Amp k1AX
MUCTIORW LOCK
G.
5HIA1, .
... 3 3 a
OR D CK
TYPO& NCHORg" .° IN—ACTIVE LEAF ACTI'V'E LEAS" UCT� � �
SEE ELEV.
FM SPACING
d
LEAP WIM WCTERIOR sSEE cr�»S
� tP�I�
,31-
Dttmr hflNtiES BLOC t OPRg01�Sr PIW�T 1�IVGES go
um OM FRAIJE i Ont (SEE H1Nt8: OPTION $�
id
ftea=And" �
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o OPERATING �T. PMTS
a.4. 1'1 dials '
, a
' rt t M19"
cep
tlfClAting n0.
wi 1 -03
APR, '2 If I
TYPICAL ANCHORS
SEE ELEVATIONS ALTERNATE
MGE DIST. FOR 'SPACM +41+ICWR LOCATION
.PAN 4,L SIT}�.+I.I '" " IN S T - 11AT.IO..N.,.. .DETAIL
..�
ALTERNATE sy Co
► O 6 °
ANt;tfOR.•I,QCA►1'pOly �
Or 0
�. Ll
1g
$ ALT, FRAME JM Sms
31W MAX. A 0 1 4" ENDS
010 X�3�,�//y4- ENDS
AND AND 16° 0.0. MAX.
AT 15"3 AND 24a O.C. MAX.
-:Vie• �, �
TYPICAL AM10RS
SEE ELEV.
FOR SPACING •a,i•.
SL
4• � �w
.,
21 M
a. 5 EXTERIOR «-1n
S �
LEAF MOTH LEAF MOTH � ��o ••
i SCONE z
NTT MIND �• pp
PANEL LIYE MOTH Al l/4° DOOR FRAME WIDTH
» rs wlr,
OR OR ` .
16—w-p W20 .
7.�U441-
6ZIN
ALTERNATE
IN
314r X 3 q ,,� a. a °~ tP •" •P.t ► p, g
1� ENDS q v TYPICAL + EDt DIST. 7YM t. ANCHOR'S dro�arin no.
I EDGE DST. F0� SP C�6 b' ElaxYlAl1�IS �. 9
FOR SPACING
PAN E w11 -05
TIOVAL ANCHORS DIRECT SET—SIDELl B INSTALIATION DETAILS uj
EDGE GIST. SEE ELEVATIONS I
RM SPACIW
T it
35
SHIM �:,::/ t-✓ �g �R
TIMM ANCHWIS " 3
SEE ELM
FOR SPACM
I �
.I 18
.�
J EXTERIOR
O.L. 0P`G. LEAF WIDTH 0 •-•
I
I SILK PIVOT HINGES
DIRECT SET SIb WE WIDTH FRAME WIDTH
i 01® X 1° PH SIB
I s 4° FROM E DS
' AND IV O.C. MAX.
as pbf
:. A c UN
JAW-xilflmh
. ........ . .. . {• Cam- y�y�
9 am ITT. TYPICAL ANCHORS jjWUlj
SEE ELEVATIONS '
FOR SPACING
a drawing no.
DIBEC SM sink;�-� UNIT
� W11 -03
sweet 11 of 7 6
' 4.000 1,750 C000
•'� .083 p
.625 { tMlS2 r1
1.750
L mi 2.375 .900 1.760 �
2.375
L.332 I
1.849 FRAME HEAD .090 � 1.843
l:l 7m-098 '`:�! PANEL�� BEAD SIDEUTE HEAD/SILL 3.4 6 4r �4
8, 0 �:J GW-30765 $ t"
2.375 7P-125 ...�.
.DSO .713 d
s 1,46E1 of
x1.3/0
.7iS
.082 �9 1 CENTER Ftt 88 6.572 .090
1.799
4.040
1.262 2.125 SIDELITE GLAZING BEAD Q SUL. LAM. GLASS) '�/ pIVt69T HINGE
0.240 1.300 4000 1,900
1f.572 I
CTVV 37889-A ' a.�a
ffy-
3 F*-1.750 DOOR BOTTOM RA L 8 OUTS HINGE .125 .075
R�
99 � t7j
1 .,
DOOR JAMS/SSIDEUTE FRAME TM-29236 F6Nt;E PI1v . 25 1
6iAS489 .625 STD. SILL ADAPTER ,500 1.000
9.376 � M "
•002 28 0795 .te6 MILD RAIL COWER CHANNEL
1.750-A -J 1 3.68 LOW THRESHOLD 1.85"s
.629 1.750
.aea 1.030
3.878 .&35 1.275 '� O
4.004 .062 4.09x-------�I .093 HINGE CAP .250 1 ea9� ��ttttppp p a.r�
(� DOOR HINGE SY1LE F.N S1tS HIGH SILL 1ADAPTER
`-�' TM-32M INSUL GLASS PANEL. ADAPTER
® .9 2s TM-194
.!162 2.000 2.157 4.530
j 4.659 .093
6 DOOR TOP/p0TTOM (RAIL oQ I _ 1.995 930
TU-32994 3.900 � I 7.689 ,829
2.040 L Ae2 .187 .854
0
.0180
1 524 I o� 2.000 �� 9
2 FIDE MILL (STD.) t °H' 1iULUf1 SILL COVER
•�5 .6aS M797 TM--121A � Tdd-1110
.379 4=0 2.126 C
ACT LEAF LQ r� STILE �,
Thl-172 @ BL4T9' HINGE
WEATHER-S 8P eADAPTER 4. .�3 .062
'V .075 •3.7� aAVAD
1.287 4.000 '" CIORt.
2.044 .300 .181 .0$2 .938
.050 1730 1.954 .125 t.988 , Lu
715
1.799 2.01i� .779 t.70 , drawing no.
IDEUTE GLAZING BEAD (LAM, GLASS INACTIVE LEAF LOCK STILL` REINFORCING BAR AL7. D04R JAMB/SIDELITE FRAME ALT. FRAME COVER 1111 --03
Ttf1-157 T�+-sews 31 T�1-1 2 an aa, a1»et 12 of 16
' ITNIB # Et!S_L 411PANTISTY DESCRIPTION MATERIAL LItANF./SUPPL TLS ��
1 TM--099 1 FIVE HEAD 6063-76 - /�
2 BA5797 i FRAME SILL (STD.) +6083.40 - �Y s
2A 897OKS 1 LOW THRESHOLD 6063-T0
3 9A5499 2 FFMME JAMB 9063-70 -
3n BA AS RE01). ALT, DOOR JAMB/SIDELOE FRAME 8063-1111
30 BA AS READ. ALL FRAME COVER 8083-10 -
�, r 4 TM-172 1 ACTIVE LEAF I.= STILE 8083-Te
4A TM-38048 1 V=V LEAF LIDCK 8114E 6063-TO -
S TM-31985 I PANEL 1NNGE STLE 6063-11 - �i�r V6
11 8 TM-32994 1 PAINEL TOP/B01T1R0 RAIL, 8063-TIl .• frT r�`I
'� 7 ovY 31826 4 w8AIHERSTRIP ADAPTER 8083-T6 END OK DOOR SIM (T5P/a1Tmo
$ FO 107 3/ LEAK MITT HINGE 6063-T6 SULLNAN di ASSOC.
9A - 3/ LEAK PIVOT MIKE 6003-76 IAIRR +8
9 OW30709 AS IEDD. swarm HFAO/SILL 6063-T8•
to OW 32222 2 D" LOCK INSERT ODLI-TS Lac STILE 4
21 11 Ow-34808 2/ LEAK PRESSURE PLATE-TIE ROD ALUMINUM 4" LONG
12 FS 1202 2/LEAF FL0.{Stl 90i.T ASSEMBLY ALUMINUM S1LLIVA14 & ASSOC.
15 TM-121A AS REQU. `11' 0JLLION 8063-T6 -
t
to 32001 AS REWIL FOAM FLL[0 641LB W NO - .187 x .290 T-SLOT
E Me QQfjNE8 1011 32084 AS REM "It FLAP FOAM FILLED BULB WST IC -
SIDEl1 X CC}RhdEFZ ids 32011 AS REWD. FOAM FILLED MAI 'YP'Sl COPING - .187 X .350 T-•SLOT
17 FOW 2/LEAF FWSHBOLT GUIDE, LACK STB.E ENDS (FOP/IIDTTOM) 8083-To M 49 M PLASTICS
19 TM-29236 I PANEL. BOTTOM RAIL. W63-T8 -
20 - AS REID. 110 x 1/2" F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS
21 - 2/LEAF 1/2-0 THREADED ROD. W 24ER 8: NUT STEEL TOP'/80TTOM END RAILS � v
22 - - WAD BOLT LOCIONG HAMM - KWIK-SET � ••��'
23 1 MLn.TI POINT LACK - ACTWE LEAF. 41` FRDM SQTTOII Q
218 39 DUST PLUG (OPTIONAL) PLASTIC DOOR %M0 INSTALL. SCREW HOLES
218 - AS REQD. 010 x 1° P.H. Std. (ABBY. SCREIII) STEEL DOOR FRAME MEMBERS/MULL CLIPS ru
28 BAS79S AS 11EQ0. S DD. SILL ADAPTER 8083-Tf6 -
29 BA AS REOD. NqH SILK. ADAPTER (USED WITH STD. SILL) 6083-TS ��� +�,+
30 TM-180 1 SILL COVER 8083-T8
31 TM-182 - L(XX STILE RallpomEMENT 0083-T6 - p
38 TM-157 4 SVMJTE MMING BIEAD (LAM. CLASS) 00$3-TO SIDE LITE GLAZING PERIMETER t15 Ii.
31PA 4 SKIM OLAZUVG BW (Ilk". IAM. MASS) 6063-T6 MOE LIE GMING PERMIEIR
DOOR_LEAF coEtuE
37 TM-IwA OPTIONAL. PANEL. OLAZING BEAD B063-•TB -
38 TM-194 j INSIAL. GLASS PANEL ADAPTER 8083-T5 -
DOOR COMMENT
AA
Loom k
cow
8 �
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�
M
0
< a
r
. <
dawn.
I . '•'
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7.1 OW-31802 2 VENT JAMB 8063-T6 -
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9.1 - AS 1EQD. OWING STOP ANGLE ALUMINLIM -
.750 10.1 - 2 VENT STOP (5-114° LONG) FLASTIC - 4
11.1 - 2 SPIRAL 94LANCE - CALDWELL � �
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L11 14.1 W43201 AS ROD. FIN SEAS. WEAT1iE MMID WOOL -
-.144 18.1 W43371 AS READ. FIN SE& � WOOL
.937 - "-T 18.1 - 1 FRMAE/lfW ASSEMBLY SCKWS; CRS
1.563 X10 a< 1a P.H. Sb,S
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MIAMI-DADE C PUNTY
13`iyiW PRUDUCT CONMOL SECTION
DEPARTM00 OF PERMPITING,ENVIRONMEN r,AND REGULATORY 11805 SW 26 SUveL Room 208
AFFAIRS(PICRA) Miami,Florida 33175-2474-
BOARD AND CODE ADMNNISTRATION DIVISION T(796)315-2M F(786)-3i5-2599
INCM OF ACCMANC IE (NOA)
T.M.Win WM Ial,Q
601 N.W. W Aver
Pompano Leh,lei,33M
SCOPLII
This NOA is being issued under the applicable rules and regulations gcme ruing tdhe use of COW&Uogon materials,
The dcarumcrrtatian submit has been review and accqod by Naml-Dade County P -product Control
Section to be used in Miami Dade County and odw areas where allowed by the Authority Having Jurisdiction
(AM-
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Seaticm(In Miami Dade County)and/or the AM (in arms other than M`nami Dade County)reserve the right to
have this product or material tested for gualit ►asawance purposes. If this product or material f als to perfom in
the accepted manner, the manufthm will incur tho aqxme of such testing and the AM may immediately
revoke,modify,or suspend the use of such product or material within tlh+eir*Wktlon. PBItA mum the right
to revoke this acoq tance, if it is determined by Mian d-Dade County Product Control Sin that this product or
material Ws to meet the requirements of the applicable building code.
This product is approved as damibod herein,and has been designed to comply with the Florida Building Code,
Muffing the High Velocity Hurries Zone.
DESCRIPTION:Soria 3713 Aluminum Sliding Maas Door w/reintiarn ments Impct
APPROVAL b M-.Drawing No.WW90 Rev Z,titled"Series-370 Alum Sliding Door(i.M.i.),
sheets 1 through 7 of 7,prepared by Al Faroaa Corporation,dated 1010 103 and East revised an May 31,2012,
signet!and 96018d by Javad Ahmad,P.E.,baring the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration data by the Amami-Dade County Pry patrol sectrcn.
MISSIT,E IMPACT RATING:Lego and Small bile Impact Realshmt
Limit:
1. Min.3 ksi concrete 1uaired at head&silt.
2. Pockets are under separate approval to be reviewed by Bldg official.
3. Max shim not to exceed t/r,at sill to be titled wtlhigh strength poured&hardened grout
L&BELNG:Each unit shall bar a p ermenherht labol with the manufacture's name or logo,city,state and serer
and fallowing statement: "Miami-Dade County Product Control Approved°,notes hterain.
RMEWAL of this NOA shall be co;Wderad after a renewal application has been filed and thhm has been no
change in the applicable building code negatively dfacting the perfohrnance of this product.
TERMINATION ofthis NOA will occur after the expiration date or if there has been a revision or change in the
mabrials,use, of manufuftro of the product or process.Misuse of'this NOA as-an endorsement of any
produc.4 for sales,advertising or any other purposes shall aummadcally terminate this NOA.Failure to comply
with any"on of this NOA shall be cause for termination and removal of NOA.
ADVERTMEM M.— no NOA number preceded by the words Miami--Dade County,Florida,and followed by
the expiration dale may be displayed in advertising literwtum. If any portion of the NOA is display,4 then it shall
be done in its
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#119.06 and consists of this page 1 and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by hdmq L Chnn&4 P.E.
NOA No 12
ft*adon Date:Mumb 18,2014
Approval Date; Jude 97,2
Page 121
NOTICE OF ACCEFrANCE:BVIMM SUBMITTED
-
A. DRAWINGS
�1}. Aganufactur�'ss die draw�iinnygs an.�d}.sections(Submitted under file]'8 0,9-03�1,�f9.0
2. ' -Nd. f 03-"a�lf7 titled-Series,-370 Ahm 3i�.E.fwr�fsa7,�l.r,.. '1 .
through 7 of 7,prepared by Al Farooq Corporation,dated 10/06M3 and last revised on
May 31,2012,signed and sealed by Javad Abmad,P.E.
B. TESTS(submitted under file#09-0319.06)
1. Test reports on 1)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Preame Test,Leading per TAS 202-94
3)Water Resistance Test per TAS 202-94
4)Fob Entry Test per FBC 2411.32-1 and TAS202 94.
5) Fargo Missile Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading,per TAS 203-94
Along with mar &rap dmwinga and imta11ation dim of an aluminum Aidingglan
doMprtimmedbyFenestrationTesdag L 11—atones,Test Report No.FTI,-3773
(Fi'L0 2),dated August 04,2003,signed and"od.by kseph tom,P.E.
Note.This report has bran revised by an addendum letter cued January.26,2004,im ued
by Fenestration Testing laboxatory,signed and sealed by Edmundo Lam P.E.
based on the review of the test report.
C. CALCULATIONS
1. Anchor vetifxc ation calculations and structural analysis,complying with MC 2010,
Prepared by Al Fwooq Corporation,dared 43/23/12 and last revised on 45131/12,
sib and sealed by Javad Atoned,P.E.
2. Olaiing complies w/ASTME-1300-02&-04
D. QUALITY ASSURANCE
1. Miami Dade went of Permit&&Environment,and Regulatory Affairs(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.11-0325.05 for"SaAex clear&color irterlayer'issued to
sari .," ' ' =I/m
2. Notice of Acceptance No.124130.01 for"Uvekol-S laminated glass interlayer",issued to
Cytec Industries Inc.,cxpiring on 02-08-2014.
F. STATEMENTS
1. Statement letter of eonfor ce to FBC 2010 and letter of no financial interest,prepared
by Al Farooq Co ration,daW 03/21112, . by Invad. P.E.
2. Statement lets of conformance FBC 2007 and letter of no financial interest,prepared by
Al Farooq Corporat ion,dated 03/10109,both signed and soled by late Humayoun Fmuoq,
F.E.(submitted under file#09-0319.06}
3. Addendum letter to test report FTL.-37 73,dated Jan 26,2004,issued by Fenestm ion
Twft laboratory,signed&mod.by Ede hpada,.P.E.,
4. Lab coke as part.ofdw above reefawced ted report.
G. OTHER
1. This NOA revises NOA#09-0319.06,expiring on 03/18/14.
Idmq 1.Omda,PJL
Prodad Coatrol Exalahm
NOA No 12-0403.03
E*mdm Date:March 186 2814
Approval Date: June 8?,2812
E-1